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Home My WebLink About1.0 Application Berry Petroleum Company, LLC 1999 Broadway Street, Suite 3700 Denver, CO 80202 Limited Impact Review Application House Log Gulch Tank Farm Garfield County, Colorado July 30, 2014 Prepared by: Olsson Associates 760 Horizon Drive, Suite 102 Grand Junction, Colorado 81506 TEL 970.263.7800 | FAX 970.263.7456 www.olssonassociates.com Index Berry Petroleum Company, LLC House Log Gulch Tank Farm OA Project No. 013-2977 Article Topic 4-101.A Preapplication Conference Summary 4-118, 202 Waiver Requests 4-203.B.1 General Application Materials 4-203.B.2 Deeds 4-203.B.3 Adjacent Land Owners and Mineral Rights Owners Information 4-203.B.4 Project Description 4-203.C Vicinity Map 4-203.D Site Plan 4-203.E Grading and Drainage Plan 4-203.E.16 Stormwater Management Permit and Plan 4-203.E.18 Reclamation Plan 4-203.E.21 SPCC Plan 4-203.G Impact Analysis 4-203.G.3 NRCS Soils Report 4-203.G.4 Geologic and Soils Hazard Report 4-203.G.6 Wildlife and Vegetation Impact Analysis 4-203.G.6 Radiation Study 4-203.G.7 Air Quality Permit 4-203.G.7 Sound Study 4-203.L Traffic Study 4-203.M Water Supply and Distribution Plan 4-203.N Wastewater Management and System Plan 7 Standards Analysis 7-107 Access and Roadways 7-202.C.3 Noxious Weed Management Plan 7-1003.C Emergency Response Plan Operating Plan Other Permits Figures NTC Response Construction Documents (electronic only) Article 4-101.A Preapplication Conference Summary Berry Petroleum Company, LLC House Log Gulch Tank Farm OA Project No. 013-2977 =G Garfield County Community D evelopment Department 108 81h Street, Suite 401 Glenwood Spr ings, CO 81601 (970 ) 945-8212 www .garfield -county .com TAX PARCEL NUMBER: 2135-321-00-009 OWNER/APPLICANT: Linn Energy/Berry Petroleum REPRESENTATIVE : Bryan Burns PRACTICAL LOCATION : SESW Sec 32, TsS, R96W DATE: 02/12/2014 TYPE OF APPLICATION: Limited Impact Review for a "Water lmpoundment" I. GENERAL PROJECT DESCRIPTION The Applicant is proposing to permit a wate r stora ge facility on an 8 80-acre p a rc e l zoned Res ource Land s Pl ateau . Th e site is c urrently di sturbed as it i s u sed for a contractor's yard/stora ge facility, a use which i s proposed to be converted to a centrali ze d Water lmpoundm ent fa c ility. The con stru ction and implementation of thi s facility will allow for individual pits on well p ad s to be clo sed and r e claim e d. Th e 201 3 La nd Use and Cod e, as (effe ctive d efin es thi s Deve lopme nt amended 1 2/16/13) u se : Water lmpoundment. Confined w ater such as surface pits or pond s, wastewater tre atment se ttling po nd s, surfac e minin g pond s, d et e ntion and ret ention pond s, artifici al lakes and pond s (not related to agriculture), and produced water and condensate tanks. Water impoundment excludes tanks on a well pad used exclusively for activities associated with Oil and Gas Drilling and Production and Injection Wells. The property is owned by Linn Energy (Berry Petroleum) and access to the site is via CR 215 to Garden Gulch, a private road. The project area is proposed to be 11.77-acres and includes placement of three 130,000 BBL tanks and related equipment. Secondary containment and a SCADA-controlled leak detection system is proposed. The produced water will be transported to the storage facility via existing pipelines, except in cases of emergency when truck transport may be required. II. REGULATORY PROVISIONS APPLICANT IS REQUIRED TO ADDRESS Garfield County Land Use and Development Code, specifically sections: Ill. • Limited Impact Review, Section 4-104 • Common Review Procedures, Table 4-102 • Submittal Requirements, Table 4-201 • Article 71 Division 11 21 and 3 • Section 7-1001 1 Industrial Uses Standards SUBMITTAL REQUIREMENTS • 4-203.B. General Application Materials • • • • • • • • Note: In addition to the materials specifically outlined in this section, provide narrative and a map that describes the area that the water impoundment facility will serve, the number of wells that are served by the facility and pipelines from each well to the facility. 4-203.C. Vicinity Map 4-203.D. Site Plan 4-203.E. Grading and Drainage Plan 4-203.G. Impact Analysis 4-203.L. Traffic Study 4-203. M. Water Supply/Distribution Plan -this plan could be a statement that there are no on-site employees and therefore potable water is not required or explanation that intermittent on-site employees bring their own water. Note: In addition to the materials specifically outlined in this section, provide narrative that testified that the water being produced is non- tributary and it will not be used for any purpose that would require a well permit under C.R.S. 37-90-137. 4-203.N. Wastewater Treatment Plan -is no on-site employees will there be a porta-potty for intermittent workers on-site? Any additional materials to demonstrate compliance with Sections 71 Divisions 11 21 and 3 and Section 7-1001. This includes a determination of the adequacy of the access and compliance with road standards. Please provide sufficient information regarding legal and physical access to the site via Garden Gulch. These standards also require that the Applicant demonstrate that the existing pipelines to serve the facility have been properly permitted and if they cross other property that there are adequate easements in place. IV. REVIEW PROCESS The process to accommodate these requests shall require a Limited Impact Review process. ( 4- 104) process pursuant to the Land Use and Development Code, as amended. A. Pre-application Conference. B. Application Submittal. C. Determination of Completeness. (20 business days for staff review, 60 days for applicant to correct any deficiencies in the submittal). D. Schedule Public Hearing and provide documentation regarding notice requirements. E. Additional Copies requested and sent to referral agencies. F. Evaluation by Director/Staff resulting in a Staff Report to the Board of County Commissioners. G. Public Hearing before the BOCC, resulting in a final approval, approval with conditions or denial. H. Recording of decision in an approved Resolution I. If approved, issuance of a Land Use Change Permit based on demonstration of compliance with any conditions of approval. V. PUBLIC HEARINGS AND NOTICE Public Hearing notices shall be posted, mailed and published pursuant to Section 4-101.E. Board of County Commissioners VI. REFFERALS Referral may include the following agencies: • Garfield County Road and Bridge Department • Garfield County Environmental Health Manager • Garfield County Vegetation Manager • Garfield County Consulting Engineer • Oil & Gas Liaison • Town of Parachute • Fire Protection Districts • Colorado Parks and Wildlife • CDPHE • Any other agency deemed applicable upon review of the submittal VII. APPLICATION REVIEW FEES This application will be subject to the following fees and deposit requirements: Planning Review Fees: $ 400 Plus any additional Staff time charged at staff hourly rate of $40.50 Referral Agency Fees : $ Review ing engineer, h o urly rate Total Deposit : $400 General Application Process ing Planner rev iews case for co mpletene ss and se nd s to referral age ncies for comments. Case planner contacts applicant and se t s up a site visit. St aff reviews application to determ in e if it meets sta ndards of review. Case planner makes a reco mm endation of approva l, approva l with conditions, or denial to the approp riate heari ng body. Disclaimer The foregoing su mmary is advisory in natu r e o nly and i s not binding on the County. The summary is based on current zo ning, which is subject to change in the future, and upon factual rep rese ntations that may or may n ot be accurate. This summary does not create a lega l or vested right. Article 4-118, 202 Waiver Requests Berry Petroleum Company, LLC House Log Gulch Tank Farm OA Project No. 013-2977 760 Horizon Dr., Suite 102 TEL 970.263.7800 Grand Junction, CO 81506 FAX 970.263.7456 www.olssonassociates.com Berry Petroleum Company, LLC House Log Gulch Tank Farm WAIVER REQUESTS Pursuant to Section 4-202 of the Garfield County Land Use and Development Code, Berry Petroleum Company, LLC (Berry) requests a waiver for the submittal requirement of a Development Agreement and an Improvements Agreement for the House Log Gulch Tank Farm (tank farm). Berry further requests a waiver for the submittal requirement of Policy 04 -01 for the Garden Gulch Road and the Garden Gulch Road Extension leading to the House Log Gulch Tank Farm. Section 4-203.J. Development Agreement A waiver request shall be considered based on the following criteria: 1. The Applicant shows good cause for the requested waiver; Response: Berry wishes to neither propose a phasing schedule nor extend establishment of vested property rights. 2. The project size, complexity, anticipated impacts, or other factors support a waiver; Response: The tank farm is a Centralized E&P Waste Management Facility permitted via a COGCC Form 28. It is for the private use of Berry to process and store produced water from its natural gas wells in the vicinity of House Log Gulch for the purposes of reuse. The tank farm will be used for the lifetime of the wells in the area, approximately 30 years. After that time, all equipment will be removed and the site will be reclaimed. This is not a residential or commercial land use. 3. The waiver does not compromise a proper and complete review; and Response: The LIR request can be properly and completely reviewed without a development agreement. 4. The information is not material to describing the proposal or demonstrating compliance with approval criteria. Response: A development agreement is not material to describing the purpose, operation and maintenance of the facility or demonstrating compliance with applicable approval criteria. Section 4-203.K. Improvements Agreement A waiver request shall be considered based on the following criteria: 1. The Applicant shows good cause for the requested waiver; Berry Petroleum Company House Log Gulch Tank Farm Waiver Requests Page 2 Response: No public improvements are being proposed that would warrant the creation of an improvements agreement. 2. The project size, complexity, anticipated impacts, or other factors support a waiver; Response: As stated above no public improvements are being proposed with this request. The tank farm is a Centralized E&P Waste Management Facility permitted via a COGCC Form 28. It is for the private use of Berry to process and store produced water from its natural gas wells in the vicinity of House Log Gulch for the purposes of reuse. The tank farm will be used for the lifetime of the wells in the area, approximately 30 years. After that time, all equipment will be removed and the site will be reclaimed. This is not a residential or commercial land use. 3. The waiver does not compromise a proper and complete review; and Response: The application can be properly and completely reviewed without an improvements agreement. 4. The information is not material to describing the proposal or demonstrating compliance with approval criteria. Response: An improvements agreement is not material to describing the purpose, operation and maintenance of the facility or demonstrating compliance with applicable approval criteria. Policy 04-01. Waivers for Roads and Demonstration of Compliance Section 4-203 Description of Submittal Requirements of the Land Use and Development Code does not require plans for roadways leading to the project site. Section 4-203.D.6. Site Plan, only requires existing and proposed roads be included on the site plan. The road leading to the project area is included on the site plan and in other supporting materials including the Basic Traffic Analysis and Figures sections of the application. Policy 04-01 was issued by the Community Development Director on March 3, 2014 to provide guidance on “Waivers for Roads and Demonstration of Compliance” for Section 7-107. This policy requires that the application must include the following: 1. “Statement of Adequacy” signed by a professional engineer qualified in traffic engineering and licensed by the State of Colorado 2. “Geometry of the Road” comparing the private road to the design standards of Table 107- 7 3. “Safety/Structural Issues” observed and how they will be addressed 4. “Maintenance” of the roadway and maintenance agreements 5. “Travel Demand” of the existing peak and average daily traffic Berry is requesting a waiver of these submittal requirements for the Garden Gulch Road and the Garden Gulch Extension Road. Berry Petroleum Company House Log Gulch Tank Farm Waiver Requests Page 3 A waiver request shall be considered based on the following criteria: 1. The Applicant shows good cause for the requested waiver; Response: Access to the tank farm facility requires travel for over six miles on the Garden Gulch Road. This road section gains approximately 2500 feet in elevation from the lower portion at the intersection with CR215 near Parachute Creek to the top of the mesa. This road traverses significant slopes with a series of switchbacks before reaching the top of the mesa. Further access to the tank farm facility requires travel on an additional six to seven miles of the Garden Gulch Road Extension. This road crosses the top of the mesa. Both of these roads were built at considerable cost, and they serve dozens of pad sites, multiple support facilities and hundreds of natural gas wells. These roads are critical to the operators that are authorized to use it, and significant effort is provided to maintain them in a safe and adequate condition. These roads are not intended for use by the general public, therefore public road standards, public access, and official “public safety” issues were never considered in the design and on-going maintenance of these roads. As a result, these metrics are not appropriate for assessing these private roads. This roadway provides a safe access to the site for Berry employees and other authorized personnel. The road geometry changes on a seasonal and even daily basis. During maintenance cross slopes change with each pass of a road grader. Widths change depending on the amount of snow and ice that accumulates along the sides of the roads during the winter. Widths also change as maintenance is performed. Surfaces and grades are constantly modified and additional road base, gravel, and native material is applied to address road damage as needed. Original construction plans no longer reflect the current geometry of the roads. Development of new as-built plans is unnecessary and financially burdensome, would provide information reflective only as a snap-shot in time, and would not provide a true measure of the efforts to provide a safe and adequate access for those that are authorized to use the road. A 20 mph speed limit on these roads is enforced. The roadway is treated with a dust palliative, either water or magnesium chloride, as needed. A security station is manned at the beginning of Garden Gulch Road near CR 215 to restrict unauthorized persons from traveling on the road. The security station also enforces when chains are required on this road. A vehicle safety area (VSA) is located in close proximity to the security station. This VSA is used to apply or remove chains from vehicles during wet or snowy conditions. The security station can also close the road if necessary due to severe weather conditions. Berry is part of a consortium of oil and gas producers that contributes to the on-going maintenance of these roads. Other members include Caerus Oil and Gas (the successor of PDC), Chevron, Marathon Oil Company, Williams, and PGR Partners. Berry contributed financially to the original construction of these roads and continues to provide financial support for on-going maintenance of the roads. Caerus Oil and Gas manages the maintenance of Berry Petroleum Company House Log Gulch Tank Farm Waiver Requests Page 4 roads and assesses each member of the road consortium a proportional share of the costs. Berry is not directly responsible for maintenance of these roads. These roads were built for the exclusive use of the natural gas industry. Great cost and effort are expended to maintain these roads in a safe manner for their intended use. The Garden Gulch Road alone cost approximately $10 million to build and during peak use approximately $4 million a year was spent on maintenance. Today, with significantly reduced activity, approximately $1.4 million a year is spent maintaining this road. These roads receive daily attention and are inspected daily as part of regular operations for safety related issues. These roads are also inspected on a biweekly basis and after major precipitation events for erosion issues. Erosion control BMPs are maintained on a daily basis. A road grader is used almost daily to maintain the roadway. Given the Average Daily Traffic of more than 200 vehicles per day, this road would be equivalent to a Secondary Access Road as described in Table 7-107 of the Land Use and Development Code. The Secondary Access Road standard requires a chip-seal or gravel surface, crowned surface with a 2-percent cross slope, 3-percent sloped shoulder, ditches on both sides of the roads, and no more than a 10 percent grade. These roads were not designed or built to official public road standards and will not meet these standards for the majority of their length. In many locations, the roadway is cross- sloped down toward the up-slope side of the road and a ditch. A berm is located on the down- slope (cliff) side of the road to control water run-off, reduce erosion and provide a barrier for additional vehicle safety. This berm provides a greater measure of safety that is not contemplated in the standards found in Table 7-107. Grade will exceed 10-percent in a number of places along the roadway. An exhibit or map demonstrating the location of where the road deviates with the public road standards would not provide value to Berry, the road consortium, or the public. Good cause for the waiver request is demonstrated by these reasons. 2. The project size, complexity, anticipated impacts, or other factors support a waiver; Response: The proposed tank farm is for the storage of produced water. This site, on average, will be visited once a day, generating 2 trips per day, typically by personnel transferring water or performing similar inspections at other Berry facilities in the area. The impact this project would have on public roads and adjacent properties is minimal at most and likely non-existent. One of the purposes of developing the tank farm is to decrease the amount of truck traffic hauling water in the area. The project or roadway is not part of a subdivision process, does not result in a significant change in population density of the county, and does not create any significant impact on the surrounding area or community. The project is in support of a mineral extraction operation and is located on an approved laydown yard location. Berry Petroleum Company House Log Gulch Tank Farm Waiver Requests Page 5 3. The waiver does not compromise a proper and complete review; and Response: The review of the tank farm is not compromised by not providing the information requested in Policy 04-01. Other information provided by Berry, including this waiver request, demonstrates compliance with the intent of the code. 4. The information is not material to describing the proposal or demonstrating compliance with approval criteria. Response: The intent of the criteria found in Table 7-107 is to provide for safe and adequate access to a property. The design standards found in this section are obviously intended for roads providing access to residential and non-residential uses open to the public. The project area is located on a large remote parcel that can be only accessed over 14 miles of private roads that are not available for use by the public. Berry Petroleum Company House Log Gulch Tank Farm Waiver Requests Page 6 Pursuant to Section 4-118 of the Garfield County Land Use and Development Code, Effective July 15, 2013, Berry requests a waiver for the standards for Access and Roadways for the House Log Gulch Tank Farm. Section 7-107 Access and Roadways A waiver of standards request shall be considered based on the following criteria: 1. Achieves the intent of the subject standard to the same and better degree than the subject standard: Response: The intent of the roadway standard is to provide safe and adequate access to a development. The House Log Gulch Tank Farm will be accessed from CR 215 and then by a series of private roads, principally Garden Gulch Road and the Garden Gulch Road Extension. These roads were designed and built by a consortium of oil and gas producers to provide exclusive access to the natural gas operations in the area, and they not designed for or open to public use. Given the average daily traffic (ADT) that this road services, it would most closely correspond to the Secondary Access road standard of Table 7-107 of the Land Use and Development Code. This standard would require this road to have a slope no greater than 10-percent, ditches located on both sides of the road and a chip seal or gravel surface. Garden Gulch Road does have sections that exceed a 10-percent grade and much of the surface is made from native materials. Road base has been applied to some sections to improve the surface. In lieu of a roadside ditch, a compacted berm has been placed on the down-slope (cliff) side of the roadway to control stormwater, limit erosion, and provide a barrier for greater safety. These roads receive daily attention and are inspected daily as part of regular operations for safety related issues. These roads are also inspected biweekly and after major precipitation events for erosion issues. Erosion control BMPs are maintained on a daily basis. A road grader is used almost daily to maintain the roadway. A 20 mph speed limit on these roads is enforced. The roadway is treated with a dust palliative, either water or magnesium chloride, as needed. A security station is manned at the beginning of Garden Gulch Road near CR 215 to restrict unauthorized persons from traveling on the road. The security station also enforces when chains are required on this road. A vehicle safety area (VSA) is located in close proximity to the security station. This VSA is used to apply or remove chains from vehicles during wet or snowy conditions. The security station can also close the road if necessary due to severe weather conditions. This roadway provides a safe access to the site for Berry employees and other authorized personnel. Berry Petroleum Company House Log Gulch Tank Farm Waiver Requests Page 7 2. Imposes no greater impacts on adjacent properties than would occur through compliance with the specific requirements of this Code. Response: The proposed tank farm is for the storage of produced water. This site, on average, will be visited once a day, generating 2 trips per day, typically by personnel transferring water or performing similar inspections at other Berry facilities in the area. The impact this project would have on public roads and adjacent properties is minimal at most and likely non-existent. One of the purposes of developing the tank farm is to decrease the amount of truck traffic hauling water in the area. The project or roadway is not part of a subdivision process, does not result in a significant change in population density of the county, and does not create any significant impact on the surrounding area or community. The project is in support of a mineral extraction operation and is located on an approved well location. This private road system does not provide access to residential uses nor is it used by the general public. The waiver of this standard will not create greater impacts on adjacent properties than would occur if it was in full compliance with the code or policy 04-01. Berry Petroleum Company House Log Gulch Tank Farm Waiver Requests Page 8 This page left blank for two-sided printing. Article 4-203.B.1 General Application Materials Berry Petroleum Company, LLC House Log Gulch Tank Farm OA Project No. 013-2977 c:G Garfield County Community Development Department 108 81 h Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.garfield-countv.com LAND USE CHANGE PERMIT APPLICATION FORM ---TYPE OF APPLICATION D Admin istrative Review 0 Developm ent in 100 -Year Flood p lain ii limited Impac t Revi ew 0 Dev elopment i n 100 -Year Floodpla i n Var ia nce -0 Major Impact Review 0 Code Text Amendment 0 Amendments to an Approved LUCP 0 Rezoning OUR OM1R OsuP D Zon e Di strictO PUD D PUD Am endme n!__ a M inor Tempora ry Housi ng Facility D Adm i nist ra t ive Interpretation 0 Vacatio n of a County Road/Public ROW D Appeal of Admin ist ra t ive Interpretation 0 Location a nd Extent Revi ew 0 Area s and Act ivities of Sta t e Intere st 0 Compreh e nsive Pl an Amendment 0 Acc omm odatio n Pursuant t o Fair Housing Act D Maj or 0Minor ----D Pi pelin e Deve lopment D Varia nce a Time Extension (also check t ype o f o rig ina l appl icat io n) INVOLVED PARTIES Owner I Applicant Name: Ber ry Petro leum C ompany , L LC, et al (see Attachment A ) Phone : ( 303 ) 999-4245 Mailing Address: 1999 Broadway Street, Suite 3700 City: Denver State: CO Zip Code: 80202 E-mail : bburns@l innenergy.com - Representative (Authorization Required) Name: Bryan Burns Phone : (. 303 19994245 Mailing Address : 1999 Broadway Street, Su ite 3700 City : Denver I State: CO Zip Code: 80202 E-mail: bburns@linnenergy.com PROJECT NAME AND LOCATION ,_ Project Name: House Log Gulch Tank Farm Assessor's Parcel Number: 213~---321 -00 -009 -------- Physical/Street Address: Legal Description: SESW, Section 32, T5S , R96W, 6th PM zone District: Resource Land (RL) Plateau Property Size (acres): 880 PROJECT DESCRIPTION Existing Use: The existi ng site is permitted as a laydown ya rd (Resolution 2006-0 t and amended in 20 10). Proposed Use (From Use Table 3-403): ------=-----='---------------- Description of Project: A Centralized E&P Waste Management Facil ity known as House Log Gulch Tank Farm. Berry proposes to construct and operate a permanent tanked water storage faci lity to eliminate the need for water storage in multiple locations. T his facility would e nable reclamation of on-site st orage pits o n locations w ithin approximately 15 m iles o f the proposed s ite. The produced water originates f rom Berry's natural gas development l ocations th roughout the region. REQUEST FOR WAIVERS Submission Requirements Ii The Applican t reque st ing a Waiver of Submission Requirements per Section 4 -202. Li st : Section: 4-203.J Development Ag reement Section: 4-203.K Improvements Agreement Waiver of Standards Section :---------------- Section:---------------- Ii Th e Applicant is req uesti ng a Waiver of Standards per Sect i on 4-118. List: Section: 7-107 Access and Roadways Section:---------------- Sect ion: Section:---------------- I have read the statements above and have provided the required attached information which Is correct and accurate to the best of my knowledge. 4/4/14 Date OFFICIAL USE ONLY - FileNumber: _______ _ Fee Paid:$ ____________ _ Garfield County PAYMENT AGREEMENT FORM GARFIELD COUNTY ("COUNTY") and Property Owner ("APPLICANT") Berry Petroleum Company _____________________________ agree as follows: 1. The Applicant has submitted to the County an application for the following Project: __ _ House Log Gulch Tank Farm 2. The Applicant understands and agrees that Garfield County Resolution No. 98-09, as amended, establishes a fee schedule for each type application, and the guidelines for the administration ofthe fee structure. 3. The Applicant and the County agree that because ofthe size, nature or scope of the proposed project, it is not possible at this time to ascertain the full extent of the costs involved in processing the application. The Applicant agrees to make payment of the Base Fee, established for the Project, and to thereafter permit additional costs to be billed to the Applicant. The Applicant agrees to make additional payments upon notification by the County, when they are necessary, as costs are incurred. 4. The Base Fee shall be in addition to and exclusive of any cost for publication or cost of consulting service determined necessary by the Board of County Commissioners for the consideration of an application or additional County staff time or expense not covered by the Base Fee. If actual recorded costs exceed the initial Base Fee, the Applicant shall pay additional billings to the County to reimburse the County for the processing of the Project. The Applicant acknowledges that all billing shall be paid prior to the final consideration by the County of any Land Use Change or Division of Land. I hereby agree to pay all fees related to this application: Billing Contact Person :_B_ry_a_n_B_u_r_n_s _________ Phone: ( 303 )_9_9_9_4_2_4_5 ___ _ Billing contact Address: 1999 Broadway, Suite 3700 City: Denver State: CO Zip Code : _8_0_2_0_2 ___ _ Billing contact Email: bburns@linnenergy.com Printed Name of Person Authorized to Sign: _B_ry_a_n_B_u_r _n _s _______________ _ ~nature) 4/4/14 (Date) Attachment A Land Owners Marathon Oil Company 743 Horizon Ct., Suite 220 Grand Junction, CO. 81506 Berry Petroleum 1999 Broadway, #3700 Denver, CO. 80202 PGR Partners, LLC 370 17th Street, Suite 4300 Denver, CO. 80202 Wapiti Oil & Gas, LLC 800 Gessner, Suite 700 Houston, TX. 77024 December 16, 2013 LINN Energy and LinnCo Complete Merger with Berry Petroleum Company Creates One of the Largest Independent Oil and Natural Gas Companies in North America First Ever Acquisition of a Public C-Corp by an Upstream LLC or MLP HOUSTON and DENVER, Dec. 16, 2013 (GLOBE NEWSWIRE) -- LINN Energy, LLC (Nasdaq:LINE) and LinnCo, LLC (Nasdaq:LNCO) announced today the successful completion of the previously announced merger between LinnCo and Berry Petroleum Company (NYSE:BRY). Under the terms of the agreement, LinnCo has acquired all of Berry's outstanding shares. Pursuant to the terms of the contribution agreement between LINN Energy and LinnCo, LinnCo has contributed Berry to LINN Energy in exchange for the issuance of LINN Energy units. Berry will remain an indirect wholly-owned subsidiary of LINN Energy with the name Berry Petroleum Company, LLC. "We are pleased to complete the combination of LINN Energy and Berry's highly complementary assets to create one of the largest independent oil and natural gas companies in North America," said Mark E. Ellis, Chairman, President and Chief Executive Officer. "This transaction positions our company for great success in the future as we continue to drive long-term value for our investors. Berry's long life, low decline assets are a perfect fit with LINN Energy. We are excited to welcome the Berry employees to the LINN Energy team as we continue to build our leading position in the industry." In connection with the transaction, LinnCo has issued 1.68 common shares for each common share of Berry outstanding as of December 16, 2013, the last trading day prior to the completion of the acquisition, totaling approximately 93.6 million shares. The transaction, which is structured as a stock-for-stock merger between LinnCo and Berry is expected to be tax-free to Berry stockholders. Pro forma for the transaction, LINN Energy will have proved reserves of approximately 1.1 billion barrels of oil equivalent (54 percent liquids). Effective as of the close of trading on December 16, 2013, Berry's common stock will no longer trade on the NYSE. Advisors Citigroup Global Market Inc. acted as exclusive financial advisor to LinnCo, and provided a fairness opinion to the LinnCo board of directors; Latham & Watkins LLP acted as legal advisor to LINN Energy and LinnCo. Greenhill & Co., LLC provided a fairness opinion to the conflicts committee of the LINN Energy board of directors; Akin Gump Strauss Hauer & Feld LLP acted as legal advisor to the conflicts committee of the LINN Energy board of directors. Evercore Partners provided a fairness opinion to the conflicts committee of the LinnCo board of directors; Locke Lord LLP acted as legal advisor to the conflicts committee of the LinnCo board of directors. Credit Suisse Securities (USA) LLC acted as exclusive financial advisor to Berry and provided a fairness opinion to the Berry board of directors. Wachtell, Lipton, Rosen & Katz acted as legal advisor to Berry. About LINN Energy LINN Energy's mission is to acquire, develop and maximize cash flow from a growing portfolio of long-life oil and natural gas assets. LINN Energy is a top-15 U.S. independent oil and natural gas development company, with approximately 4.8 Tcfe of proved reserves in producing U.S. basins as of December 31, 2012. More information about LINN Energy is available at www.linnenergy.com. About LinnCo LinnCo was created to enhance LINN Energy's ability to raise additional equity capital to execute on its acquisition and growth strategy. LinnCo is a Delaware limited liability company that has elected to be taxed as a corporation for United States federal income tax purposes, and accordingly its shareholders will receive a Form 1099 in respect of any dividends paid by LinnCo. More information about LinnCo is available at www.linnco.com. About Berry Petroleum Company Berry Petroleum Company is an oil and natural gas production and exploitation company with operations in California, Texas, Utah, and Colorado. Cautionary Note Regarding Forward-Looking Statements This press release contains forward-looking statements, which are all statements other than statements of historical facts. These forward-looking statements involve significant risks and uncertainties that could cause actual results to differ materially from those anticipated. Important economic, political, regulatory, legal, technological, competitive and other uncertainties are identified in the documents filed with the SEC by Berry, LINN Energy and LinnCo from time to time, including their respective Annual Reports on Form 10-K, Quarterly Reports on Form 10-Q, and Current Reports on Form 8-K. The forward-looking statements including in this press release are made only as of the date hereof. None of Berry, LINN Energy nor LinnCo undertakes any obligation to update the forward-looking statements included in this press release to reflect subsequent events or circumstances. CONTACT: LINN Energy, LLC and LinnCo, LLC Investors & Media: Clay Jeansonne, Vice President, Investor and Public Relations 281-840-4193 '13t~t ll 1111 W.i. ':ii1M.NI~ f.*M, M·t~rrim'l&lrrtflf Ir~~·~ 11111 Reception#: 825142 10/04/2012 02 :52:29 PM Jean Alberico 1 of 1 Rec Fee :$11 .00 Doc Fe io:0 .00 GARFIELD COUNTY CO Garfield County STATEMENT OF AUTHORITY Pursuant to C.R.S. §38-30-172, the undersigned executes this Statement of Authority on behalf of Berry Petroleum Company a Corporation (corporation, limited liability company, general partnership, registered limited liability partnership, registered limited liability limited partnership, limited partnership association, government agency, trust or other), an entity other than an individual, capable of holding title to real property (the "Entity"), and states as follows: The name of the Entity is _B_er_ry_P_e_tro_le_u_m_c_o_m_pa_n.._Y ___________________ __J andisformedunderthelawsof _D_e _law_a_~---------------------- The mailing address for the Entity is 1999 Broadway, Su ite 3700 Denver, CO 80202 The name and/or position of the person authorized to execute instruments conveying, encumbering, or otherwise affecting title to real property on behalf of the Entity is _B....;.ry_an_B_u_rn_s _________ _ The limitations upon the authority of the person named above or holding the position described above to bind the Entity are as follows (if no limitations, insert "None"): Bryan Burns may submit Garfield Countv Permit Aoolications on behalf of Berrv Petroleum Comoanv Other matters concerning the manner in which the Entity deals with any interest in real property are (if no other matter, leave this section blank):---------------------- ::~:~:,:D th ~,. • ~ay ~-s_ep_te_m_b_• ~-r --.------' 20_12 __ Name (print ~Ciotti ---------------Tit I e (if any): Vice President, Rocky Mountain Reg ion STATE OF Colorado ) ------- )SS. ) COUNTY OF :Den ue.1 YI'\ t _ The foregoing instru_ment was acknowledged before me this _4 __ day of Sep'>C rn beT , 20 12.. by G-eor-9 e.. ~1c.++,-. on behalfof p <er'=l P'IV'f,.) fv:l.>'YY-> &1)-...pa-, a <-Or P?r.J'!f} h IJ Witness my hand and official seal. My commission expires: ~ 6-~ -d).o < (Date) [SEAL] \ LlNN Enernv ,..,, NASDAQ: LINE NASDAC:LNCO 1999 Broadway, Suite 3700 Denver, CO 80202 Phone: (303) 999-4400 Mamtbon Oil Company Attn: Ed Seymour 5555 Siilt Felipe SU...et Houston, TX 77056 July 14, 2014 Re: COGCC & Gnrliield County Permit Applic:ations, laadowiner Approval Letter Bouse Log Gulch Water Storage Taink Farm SESE Section 32 TSS-R96W, 6"' P.M. Gnrfield County, Colorado Dear Mr. Seymour, LINN Operating, Inc ("LINN") is applying for a COGCC Form 28 Centrali=I E&P Waste Management Facility and Garfield County Land Use Change Permit related to the proposed House Log Gulch Water Storage Tank Fann project. The proposed facility will be constructed on a parcel owned collectively by LINN, PGR Partners, and Marathon Oil with permitting responsibilities fulfilled by the applicant, LINN. This project will enable LINN to move produced waler from individual well pads to a centrali=I storage facility, decreasing hauling traffic on roads, and allowing for closure of water storage impoundments across LINN' s acreage. Please see the attached plat and location information. As a co-landowner of the subject parcel, LINN requests Marathon's assistance in pursuing this Permit. Should you have any questions or concerns, please contact me at (303) 999-4214. If you have no objections to our proposal, please execute in the space provided below and return to my attention at the above letterhead address. Sincere.JI/? 0~~-- Elizabeth Brian Senior Landman LINN Energy, LLC MARATHON CONCURS wmI LINN'S APPLICATION FOR A LIMITED IMPACT REVIEW PERMIT FOR K~TER STORAGE FACILITY ON Tiffi LANDS DESCRNED ABOVE. By: <)l_,,, ~ Name: Jon D. Wilcox Ai&lrni'flll'f act Title: _________ _ www.linnenergy.com WW\v.linnco.com •Ill ~"Jr.o'llL'll'~ll'l'~111'~111111t~l 'll!'il'.1111',~ 111\'HI'/, •1111 ReceptJon~; 850758 06/2712014 02 15 7.7 PM Jean IHbenco \ of 3 Rec Fee $21 00 Ooc Fee.0 00 GARF!ELO COUNTY CO LIMITED POWER OF A TIORNEY KNOW ALL MEN BY THESE PRESENTS: THAT MARA THON OIL COMPANY ("lhe Company"), a coq><>ration duly organized and existing under and by the virtue of the laws of the State of Ohio. having its principal office in the City of Houston, Harris County1 Texas, did make, constitute and appoint, effective Augast 01, 2005, and does hereby make, constitute and appoint Jon D. Wllcox, as its true and lawful Attomey·in·Fact for the limited purposes set forth below, giving and granting unto its said Attorney-in-Fact full power and authority to execute for it and in its name, place and stead, and for its sole and exclusive benefit, and not on behalf of any other person in whole or in part:: I. 2. (a) Applications for Leases, Offers to Lease and Leases for Oil and Gas taken in the name of the Company, as Lessee. covering lands and/or mineral rights therein owned by the United States, or any of the States of the United States or any political subdivision or divisions thereof. or by any individual, corporation or other legal entity. (b) Bids, Acceptances, Options to Purchase, Amendments and Ratifications of such leases; (c) Assignments, Applications for Approval of Assignments. Applications for Extensions and Renewals, Releases and CanceUations of all or any part of such leases; ( d) Any other instrument, statement or agreement, including but not limited to, surety bonds and stipulations and statements of interest and of holding on behalf of the Company, required, necessary or pennitted in accordance with any applicable law or regulation of any State of the United States or any Act or regulation governing leases for oil and gas on Federal lands; {e) Any other agreement, instrument or contract relating to the exploration. drilling, development and operation of the Company's properties, including, but not limited to, Unit Agreements, Division Ortlers, Fannout/Fannin Agreements, building and surface leases and agreements to subordinate mineral and leasehold interests to other uses of property; (f) Change of Depositories and Subordination Agreements limited to subordinating other interests to that of the Company; and (g) Agreements to sell or purchase oil and gas leases and the associated wells, equipment, facilities and personal property utilized in producing such leases. (a) Applications for and Acceptances of Right-Of-Way Grants or Temporary Use Pcnnits for pipeline and other rights-of~way covering lands owned by the United States or any of the States of the United States or any political Bill Wl'J~··;wrtl"l.'~["ilr,,I\(~ j, l.J~l/~.!~l:llP.l'~lv' M!M. II 111 '·Reeeplionn: 850758 06/2712014 02 15 ;:>7 PM Jean Alberico 2 or 3 R<:>c l'ee $21 00 Ooc FeP. 0 00 GARFIELD COIJUTY CO subdivision or divisions thereof; and Right-Of-Way Agreements from individuals and corporations and any other legal entities; (b) Requests for renewals thereof; (c) Assignments, Applications for Approval of Assignments and Requests for Approval of Assignments thereof; and (d) Any other instruments required, necessary or permitted in connection therewith, including, but not limited to, agreements to sell or purchase rights- of-way and amendments, extensions, renewals and ratifications of rights--0f- way. This Limited Power of Attorney shall continue to remain in full force and effect until revoked by instrument duly executed. IN WITf'..'ESS WHER~, Marathon Oil Company hThuscd this Limited Power of Attorney to be executed this .u d day of 1 1 < • 2006. When Recorded. please return to: Marathon OH Company 5555 San Fe!ipe/Mailstop 34:08 Houston, Tx 77056 MARATHON OIL COMPANY 2. 1111 w,1r_.r·11i1~1: ri1~11i1! 11.v1.11,1m1:11'm ~n1i1~111.v1. 11111 ReceptionU: 850758 06127120\4 02:15 27 PM J"~" A)bar)CO 3 o! 3 Rec Fee $21 00 Doc F"ee-0 00 GARflELO COUNTY CO ACKNOWLEDGMENT OF S. B. HINCHMAN ST ATE OF TEXAS § § COUNTY OF HARRIS § BEFORE ME, a Notary Public in and for said County and State, on this day personally appeared S. 8. Hinclunan, known to me to be the person whose name is subscribed to the foregoing instrument and known to me to be Senior Vice President. Worldwide Production, of Marathon Oil Company, an Ohio corporation, who executed the foregoing instrument and who, being first duly sworn, acknowledged to me the execution of the foregoing instrument in the name of and upon behalf of said corporation as such officer; that the same is his free act and deed as such officer and the free corporate act and deed of said corporation for the uses and purposes therein expressed; that he was authorized thereunto by its Board of Directors. State of Texas ID i1Q)1 ACKNOWLEDGMENT OF B. B. BOSSLEY, JR. STATE OF TEXAS § § COUNTY OF HARRIS § BEFORE ME, a Notary Public in and for said Cowity and State, on this day personally appeared B. B. Bossley, Jr., known to me to be the person whose name is subscribed to the foregoing instrument and known to me to be Assistant Secretary of Marathon Oil Company, an Ohio corporation, who executed the foregoing instrument and who, being first duly sworn, acknowledged to me execution of the foregoing instrument in the name of and upon behalf of said corporation as such officer; that the same is his free act and deed as such officer and the free corporate act and deed of said corporation for the uses and purposes therein expressed; that he was authorized thereunto by its Board of Directors. TN TESTIMONY THEREOF, I have hereunto subscribed my name and affixed my official seal at Houston, Texas, this ~ day of 1iuuy , 2006. 3. Berry Petroleum Company, LLC 1999 Broadway, Suite 3700 Denver, CO 80202 M ain (303) 999-4400 Fax (303) 999-4401 February 13, 2014 PGR Partners Attn: Hollis Bairringtort, Vice President Rockies 7979 E. Tufts Avenue, Suite 1150 Denver, CO 80237 Re: COGCC & Gar.field County Permit Applications, Landowner Approval Letter House Log Gulch Water Storale Tank Farm SESE Section 32 TSS-R96W, 6 P.M. Garfield County, Colorado · Dear Mr. Bairrington, Berry Petroleum Company, LLC is applying for a COGCC Form 28 Centralized E&P Waste Management Facility and Garfield County Land Use Change Permit related to the proposed House Log Gulch Water Storage Tank Farm project. The proposed facility will be constructed on a parcel owned collectively by Berry Petroleum Company, LLC, PGR Partners, and Marathon Oil with permitting responsibilities fulfilled by the applicant, Berry Petroleum Company, LLC. This project will enable Berry to move produced water from individual well pads to a centralized storage facility, decreasing hauling traffic on roads, and allowing for closure ofwa~r -storage impoundments across Berry's acreage. Please see the attached plat and location information. As a co-landowner of the subject parcel, Berry requests PGR's assistance in pursuing this Permit. Should you have any questions or concerns, please contact me at (303) 999-4214. If you have no objections to our proposal, please execute in the space provided below and return to my attention at the above letterhead address. Sincerely, ~~i:vL- Elizabeth Brian Senior Landman Berry Petroleum Company, LLC www.bry.com PGR PARTNERS CONCURS WITH BERRY'S APPLICATION FOR A LIMITED IMPACT REVIEW PERMlT FOR A CENTRAL WATER STORAGE FACILITY ON THE LANDS DESCRNED ABOVE. By:~wl Name: ia ~I W 'l..-\C t\.."-,l,_ Title: Q'f-<..c..... Jrk V \~ ~LS, ~a~ -f BERRY ET AL ~,t1/45f.1/A- ,,11• .~"' SECTION 32, HOUSE LOG GULCH TANK FARM SITE --~ ... ~ ,id' ··". ~""'"'- ,,d' ,id' ,;-.. 1~\7 ~1.0 aRASS Cl.? ""'r t~sr 1/• <:OllNf~. S[C'llON l2 ······-1t! fji! z z ggiJ .--~~~~ f -~·~ ·7 _.,,..~ . $; ~·~ J' ~'· . .. '-'1'"i<r. T5S, R96W I -mr. BERRY ET AL M SECTION 2, ta/!:~,,.,,,. ~n::~~l~~ ~~no., n T6S, R96W JOJO EXT. LLC ET AL ,,, ' "'-" ~!\ASS CAP st COR~'!;.~, ~~CT{JN J2 GRAl'HtC SCALE ;. .. .I : .. .-• .:..~~)" U'l!'f!W's cnmrr1u. ''""'"'"''y""''"'"-"""'''"'""""'""'''"''""'°""'"'"" ,.., ....... ,,.,,.., .. ,,'" ........ ''""-'"""'''"''• ................ _ .......... ,. Legol Descriotion: ~ ~·" O! ''"" •il"O\CO Ill l'O S::l/~ st!/'4 of Soct'O<O ~2. To~M~'p s Se-,1~. Re•;• gs w.,t or '"' 610 Prlo•';>•I Vtr'O'""· C""nly of Gor1;e10, Stoto of C~IO<Wo, !ho ,,,:mow bor.9 mo•o ;o<li<"'"''Y d.,:ri~o: fer O'OO •• 1eilo•.: CM1mcnoio9 O(. !~JO~ 1~11 GLO ..... Co;> lo PIO<:< r ... lh• SE too-.or or .,:o S.ollon J2: \ltltnco 1eo 1~17 ;lo "''" cop In pl0<0 lo-lho £<,.th 1/4 ~"''"'' of ,,,;o S.o\I~' 32 l>ocro N!lll'2Yl7"W o d.tlooce cf 26~7.3' 'ul, ~ilh o!I boo,;n9 Ce<>\o~•~ ho<Oio >•ii; to.ot;•• 10 '"°'"'"'Th•~•• N574&'1a·w o o;.1.,.,00 of ~6'4.24 r .. 1 10 :ho ltu• Po;n\ ~I 5:9M"'~ ol th• ~c•ool do•:ri>oa he,.;n: Th""'" ss7il'22"W o 6:itonot o! 714,11.6 l0<t ta tho Seulh <loo of 10;0 Stl/4 st1/<, S<ol'°' J2: fiM<:o ~~~'23'!7""' .,.,_ •. g ""' st1/< 5!:1/~ o di>lcnoo of laJ.79 foot to,,,. SI\' co"'" cf.,;~ 5£1/4 Stl/4: T~onoo NOl'42'0<'£ clooy the Wnl Iii< ol ><><I SEt/4 stl/4 o o;,.1c""o of S'iO.CS 1 .. 1: Tht0<e N57"47'01•E ~ d"'"''" et ~1().J~ fW: Tr,onoo SJ9'<6'14"E o .O:•to;:• or 77114 '<•1 to t~• r,., p~;,,t ot S09"n·n~. ceotc"'"g 11 n '"'''· m::ro "' ,,., Notes~ ~tvoy tlOI oo •h••~ eod ,.,,.;,,,d ;, nol o bouodory """Y ond no mo'IOmonb """ 1<\ T<>e P"1"''" o' \Oh '"""' ol'>d I~ ~ow;;H,,. i• to :•o::ribc teo P•·'"'-•\., cr.O •'<O "\(M B•"Y ot Cl p•op"tf tor ln• prooo,.; H:..>< Lo9 o.i1oh 10".k fo'"'- 2) Ptooeud >m~rO .... <t'l<hl> •ho.n """"" Up;loOO from S""'uot En;"°'':ng, ''" dro.;o;: ~"ol09_c;.,·mod~, Ool«I 1/3/H. ~) GoniOl<l co~'lf Z<>'lo o:wi:t--RL. ?1<>:eou .. ut-"1'l1" -·~ l' '14V"4111'!1> VICINITY MAP 1" R 2000' • . ,,/" BERRY PETROLEUM HOUSE LOG Gt...LCH TANK FARM SE 1/4 SE i/1. OF SECTJON 32 T 5 S. R 95 VI,, 6lH P.M. GARFlELO COUNTY, COLO.'<ADO pq:QJECT APPLICANT: 8ERRY PETROLE'JM COMPANY ~~~~~·r~w'7!1hij'Ji'" 3100 (J03) ~99-''00 :ONSTf<JC11CN SURVEYS, INC J012 SUNRISE BLW S'L'i', CO 81652 970-678-5753 P"""'10 111' "8 J"''U; ,. • 100' P'1l< 0\/00/14 f)W.&.O'IY\>,oo:;ucc:-~a"'lY.<o<: . 1111 ~11~_.~11'~"'l411 lii~11~rl'iiU:1'1 ~l~1lt~r·ll111 M11til!~ lll.111~ 11111 Reception~: 851717 07/23/2014 04:00:29 PM Jean Rlberlca 1 of 1 Rec Fee:$11.00 Doc Fee:0.00 GRRFIELD COUNTY CO i1 LINN:. i I :. Energyi. ' . ' NASOAQ:LINE NASDAQ:LNCO 1999 Broadway, Suite 3700 Denver, CO 80202 Phone: (303) 999-4400 Wapiti Energy Attn: Bob Kirkland 800 Gessner, Suite 1000 Houston, TX 77024 July 14, 2014 Re: COGCC & Garfield County Permit Applications, Landowner Approval Letter House Log Gulch Water Storage Tank Farm SESE Section 32 TSS-R96W, 6"' P.M. Garfield County, Colorado Dear Mr. Kirkland, LINN Operating, Inc ("LlNN") is applying for a COGCC Form 28 Centralized E&P Waste Management Facility and Garfield County Land Use Change Permit related to the proposed House Log Gulch Water Storage Tank Farm project. The proposed facility will be constructed on a parcel owned collectively by LINN, PGR Partners, Wapiti, and Marathon Oil with permitting responsibilities fulfilled by the applicant, LINN. This project will enable LINN to move produced water from individual well pads to a centralized storage facility, decreasing hauling traffic on roads, and allowing for closure of water storage impoundments across LINN' s acreage. Please see the attached plat and location infonnation. As a co- landowner of the subject parcel, LINN requests Wapiti's assistance in pursuing this Permit. Should you have any questions or concerns, please contact me at (303) 999-4214. If you have no objections to our proposal, please execute in the space provided below and return to my attention at the above letterhead address. Sincere~ N ..,1A P_.-=-------- Elizabeth Brian Senior Landman LINN Energy, LLC WAPITI CONCURS WITH LINN'S APPLICATION FOR A LIMITED IMPACT REVIEW PERMIT FOR A CENTRAL WATER STORAGE FACILITY ON THE LANDS DESCRIBED ABOVE. By: ~ LI 'i..-1----- Name: eo ~ \.J • 'l.~rrc-(...~ Title: W\VW.linnenergy.com www.linnco.com 1111 ~'111·.i. ~~·1~..r.1,r,:+i t~·, .r¥1 ,.~r·:t..,,~lrii:rwrt11/~. ~"' 11111 Re c ep t iontt: 8061 38 08/04/2011 04 :21 :49 PM Jean Alberico 1 of 1 Rec Fee :$1 1 .00 Ooc Fee:0 .00 GARFIELO COUNTY CO STATEMENT OF AUTHORITY Pursuant to C.R.S. §38-30-172, the undersigned executes this Statement of Authority on behalf of Wapiti Oil & Gas, 1LC a Llrnited Liability Canpany (corporation, limited liability company, general partnership, registered l imited liabi 1 i ty partnership, registered limited liability limited partnership, limited partnership association, government agency, trust or other), an entity other than an individua l, capable of holding title to real property (the "Entity"), and states as follows: The name of the Entity is and is formed under the laws of Wapiti Oil & Gas, 1LC ~ware---·--------- The mailing address for the Entity is Hoµston, Texas 77024 800 Gessner, Suite 700 •I The name and/or position of the person execute instruments conveying, encumbering, affecting title to real property on behalf of Bart Agee or Robert W. Kirkland authorized to or otherwise the Entity is The limitations upon the authority of the person named above or holding the position described above to bind the Entity are as follows: None ------~--------------~~----- (if no l iMitationa , insert "Non e ") Other matters concerning the manner in which the Entity deals with any interest in real property are: (if no other matter, leave t his section blank} EXECUTED this 2ndday of Au,,,cust ' 20 l~ si_g_n_a_t-ur_e_: -~-~---~-------- Name(typed or printed: Robert W. Kirkland 'l'i tle (if any) : Senior Vice President -----------·---- STATE OF __ ~_exas ______ _ )SS. COUNTY OF _____ H&tis~·=-----_) ';'he foregoing instrument was ack:nowle9ged before me this 2nd dav of August , 2011 by Robert W. Kirkland , -onbe'1a ~ f of 05/09 Wapiti Oil & GiS, m:: -, a -~~ LlIIIited T.iabiffiy, 1--··--·- l'litness my hand and official seal. ~y com~ission expires: ___ Q5-:'2~.0-2Q~l~4~--., [SEAL) ,,,,-;_~·~::·•,, SYLVIA 8. DAVIS l~~.':?-:, Notary Public. State of :rexas s :~).) My Commission Exp i res ;,:;:/;·· .,~, ... l Moy 20. 2014 111,,f,?.~,,,,,, 1111 ~11•.i. ~:rM•iJ1r,~: 1t+fl t~11r.1 1~·t1i(1 1~·r1f1lr,1~ ~111 11111 Rece ption#: 8 061 39 . 08/04 /2011 04 :2 1 :49 PM Jean Alberico 1 of 1 Rec Fee :$11 .00 Doc Fee:0 .00 GARFIELD COUNTY CO STATEMENT OF AUTHORITY Pursuant to C.R.S. §38-30-172 1 the undersig ned executes this Statement of Authority on behalf of FCR Partners, 1LC a Llmited Ll.abilit y O:mpany (corporation, limi ted liability C<)mpany, general partnership , registered limited liability partnership, registered limited liability limited partnership, limi ted partnership association, government agency, trust o r other) , a n entity other than an .individual, capab le of holding t itle to real property (the "Entity"), and states as follows : The name of the Entity is and is formed under the laws of FCR Partners, Il.C C.Olorado The mai ling address for the Entity is Hoµston , Texas 77024 800 Gessner , Suite 700 ., The name and/or position of execute instruments conveying, affecting title to real propert y &rt Agee or Robert W. Kirkland the person encumbering, on behalf of authorized to or otherwise the Entity is The limitations upon the authority of the person named above or holding the position described above to b i nd the Entity are as follows: None -----------------------------------~ (if no l imi tot ions , insert ":"one ") Other matters concerning the manner in which the Entity deals with any interest in real property are: (if no other matter, leave this section b l ank) EXECUTED this 2nd day of August ----------~ Signature: Name(typed or printed : Robert w. Kirkland Title (if any) : Senior Vice President ------·-----·---- STATE OF __ 't_exas _______ ) )SS. COUNTY OF _ H¥ris~·~----} The foregoin g instrument was acknowle9-g ed before Me this 2nd day of August , 20Jl by Robert W. Kirkland _ , on be~a1 " of --FGR--"'-B-art:n--er-s_Il.C____ _. a _ C.Olorajq_ Llriiited Lfaoi.Ilty y -·---·-· . Witness my hand and off icial seal. My com'!li ssion expires: 05-20-2014 [SEAI .) 05/09 ,, ....... ,,, SYLVIA S DAVIS , ..... ,..,, '"1'1, • T l~'I':~ Notar y Public, State of . exas ~ :.)X\ .. U My Commi ss ion Expires -,,::/;;.,,;;~•:? Moy 20 , 2014 ''''""'''' Article 4-203.B.2 Deeds, Easements, and Agreements Berry Petroleum Company, LLC House Log Gulch Tank Farm OA Project No. 013-2977 1 .• j \J ' r " '() () .§ 0 When recordtd rd•rn 101 Bli:rabcm A. Shana", Elq. HOUAND&HART,LLP P . 0. Box 8749 1111111111111111111111111111 ll~J~M~~l,l!l~t~)I 111206 11 /15/200S ~~·::PGARFIELD COUNTY CO 1 of 3 R 16 .00 D 1 . Denver, CO 80201 SPECIAL WARRANTY DEED THIS DEED, made thi s 13 t Qiay of Nov ember, 2006, between Thomas F. Latham of the County of Mesa, Slate of Colorado, grantor and Berry P~trolHm Company, a Delaware corporation whose legal address is 950 1.,-. Street, Suite 2400, Denver, Colorado 80202, oflhe City and County of Denver, State of Colorado, grantee: WITNESSETH, That the grantor, for and in consideration of the sum of One Mill io n Two Hundred Fourteen Thousand Seven Hundred Eighty Dollars (SI ,214,780.00), the receipt and sufficiency of which is hereby acknowledged, has granted, bargained, sold and conveyed, IU'ld by these presents docs grant, bargain, sell, convey and confirm unto the grantee, its .successors and assigns forever, all the real property, together with improvements, if any, situate, lying and being in the County of Garfield, Slate of Colorado, described as follows: All of the interest of the grantor, being an undivided one.half interest, in and to the real property described on Exhibit A, attached hereto and by this reference, made a part hereof also known by street and number as: vacant land TOGETHER with all and singular the hcreditaments and appw1enances thereto belonging, or in anywise appertaining, and the reversion and reversions, ranainder and remainders, rents, issues and profits thereof; and all the estate, right, title, intett:St, claim and demand whatsoever of the grantor, either in law or equity, of, in and to the above bargained premises, with the hereditamenls and appurtenance s, SUBJECT T O the Permitted Exceptions set forth on Exhibit B, attached hereto and by that reference made a part hereof; TO HA VE AND TO HOLD the said premises above bargained and described with the appurtenances, unto the grantee, its successors and assigns forever. The grantor, fo r himself, his heirs and personal representatives or successors, dOC$ covenant and agree that he shall and will WARRANT AND FOREVER DEFEND the abovo-bargained premises in the quiet end peaceable possession oflho grantee, its successors end assigns, against all end every person or persons claiming the whole or any part then)()f, by, through or under the grantor. RESERVING unto grantor a non-exclusive casement over and acrosa those existing two- track roads crosaing the following lands: Section 29: SWY.SEY., SEY.SBV.; Section 32 : NEV.NEY.; and Section 33 : NWY.SWV., SWV.SWY.; all in Township S South. Range 96 West of the 6'" P.M., County of Garfield, State of Colorado; for purposes of ingress and egress lo the adjacent property currently owned by grantor which is described as; Section 1: Lots 9 and 16; and Section 2: Lots J I, 12, 13, 14 and NV.SEY.; all inTownship6South, Range97Wcstofthc 6"'P.M., CountyofGarfield, State of Colorado (the "Retained Property"); in coMection with the residential , ranching, or recreational use of the Retained Property by the owner thereof. Grantee shell have the right to relocate the access road used by granter at any time, so long as the relocated access road provides reasonably equivalent access to the Retained Property. IN WITNESS WHEREOF, the grantor has executed this deed on the date set forth above. ST A TE OF COLORADO ) $_~.;/~~~- Thomas F. Latham ) SS. COUNTY OF GARFIELD ) Th e foregoing instrument was acknowledged before me on this \ 3> day of November, 2006, by Thomas F. Latham. -:::::... ____ ..,,:_~§.mx~nd and official se~ D F.~·:N ,¥~~~EXpires: 9.b\ ()C\ NOT;'\f;.Y F i "; •r· ;. \TE OF c o i,C>It '.\~!_:,: ~ M =--... ---, y Commission Expires 09r2 ·1-/"" .~· J ~vv:J --·-··-"·•-.. , ~~ ( -. --. ------"-:-::-..:::;;,_,------.._\__;~ ~--Notary~ -' _,_) I llll\l lllll ll\1111111111111111111111111111111111111111 711206 11/15/2006 03:44P 81863 P982 M ALSDORF 2 of 3 R 16 .00 D 121 .48 GARFIELD COUNTY CO EXmBIT "A" Parcel I Township 5 South, Range 96 West of the 61h P .M . Section 29 : S Yl S Yi [160 acres] S ec tion 32: NEV.. NE114 , NWY4, N Yl SWY., SEY.. SW Y4, W Yi NE1/.i , [400 acres] (part of) T ax Parcel No. 213532100009 [560 acres more or less] Parcel 2 Township 5 South, Range 96 West of the 61h P .M . Section 32: SE Y4 Sec tion 33: SW Y4 (remaining part of) Tax Parcel No. 213 532100009 [320 acres ] Parcel 3 Township 6 South, Range 97 Wes t of the 6'h P.M . Section 1: Lots 10,11 , 12, 15 , 17 , 18 , 19, 22, 23 and 24 (part of) Tax Parcel No. 216901100001 [334.78 acres more or less] a ll in the County of Garfield, Colorado, I llllll lllll 1111111111111111111111111111111111111111111 711206 11/15/2006 03:44P 81863 P983 M ALSDORF 3 of 3 R 16 .00 D 121.48 GARFIELD COUNTY CO Exhibit B I. Rights or c laims of parties in possession not shown by the public records. 2 . Easements, or claims of easements, not shown by the public records. 3 . Discrepancies, conflicts in boundary lines, shortage in area, encroachments, a nd any facts, which a correct survey and inspection of the premises would disclose, and which arc not shown by the public records. 4 . Thi s paragraph inten tionally deleted. 5 . This paragraph intentionally deleted . 6. Taxes and assessments for 2006 and subsequent y ears, a lien not yet due or payable. 7 . This paragraph intentionally deleted . 8. Any and all water rights, claims, or title to water, wheth er or not the matte rs excepted a rc shown by the public record. 9. Right of way for ditches or canals constructed by the authority of the United States, as reserved in United States Patent recorded January I 6 , 1925 in Book 112 at Page 424 and reservation of all oi l a nd gas , together with the right to prospect for, mine and remove the same pursuant to the provisions and limitations of the Act of July 17, l 914 in said Patent, and any and all interests therein or assignments thereof. 10. Right of way for ditches or canals constructed by the authority of the United States, as reserved in United States Patent recorded May 14, t 940 in Book 194 at Page 615 and reservation of all coal and other minerals, together with the r igh t to p rospect for , mine and remove the same pursuant to the provisions and li mitations of the Acl of December 29, 1916 in said Patent, and any and all interests therein or assignments thereof. l 1. Righi of way for ditches or canals con structed by the authority of the United States, as reserved in United Stales P atent recorded January 28, 194 3 in Book 208 at Page 138 and reservation of all coal and other minerals, logcther with the right to prospect for, mine and remove the same pursuant to the provisions and limitat ions of the Act of December 29, 1916 in said Patent, and any an d all interests therein or assignments th ereof. 12. Reservations, conditions and stipu lations contained in United States Patent No. 1431391 recorded April IO, 195 I in Book 257 at P age 543 in cluding, but not limited to the following: That the grant hereby made is restricled in its exterior limi ts to the boundaries of the said mining prem is es, and lo any veins o r lodes of quartz or other rock in place bearing gold, silver, cinnabar, lead, tin, copper and olhcr valuable deposits which may have been discovered within said limits subsequent to and which were not known to exis t on Jul y 12, 1949 . That should any vein or lode of quartz or other rock in place b earing gold , silver. cinnabar, lead, lin, copper or other valuable deposits, be claimed or known to exist within the above- describcd p remises at said las t-na med dated, the same is expressly excepted and excluded from these presents . R ight of way for ditches or canals constructed by the a uthority of the Uni ted States. 13 . Reservation of all minerals, together with the right to prospect for, mine and remove the same as reserved by Redd Ranches in Warranty Deed recorded December 20, 1963 in Book 355 a l Page 5, and any and all interests therein or assignments thereof. 14. Conveyance lo Ruth La th a m of an undivided one-half interest in a nd to nil minerals owned by Latham Ranches in Warranty Deed recorded August 20 , 1987 in Book 7 J 9 a t Page 5 10, and any and all interests therein or assignments thereof. l 5 . Lack of a righ t of access lo and from the subject property. 1111111111111111111111111111111111111111111111111111111 711201 11 /15 /2006 03:46P 81863 P984 M ALSDORF l of 3 R 16 .00 D 121 .48 GARFIE LD COUNTY CO Wilen recorded rrt11rn to : l:!liz.abelh A. Sharrer. Esq. HOLLAND & HART, LLP P. O . Box 8749 Denver. CO 8020 I PERSONAL REPRESENTATIVE'S DEED THIS DEED is dated November ..l..,3. 2006, and is made between Karen Lee Latham aad Ginger Latham, as Co-Personal Representatives of the estate of Charles Harvey Latham, deceased, "Grantor" and Berry Petroleum Company, a Delaware cotporotion, ''Grantee," whose legal address is 950 17'~ Street, Suite 2400, Denver, Colorado 80202, of the City and County ofOenver, State of Colorado. WHEREAS, the decedent died on April 16, 2004 and Grantor wu duly appointed Co- Pcrsonal Representatives of said estate by the District Court in and for the County of Mesa, State of Colorado, Probate No. 04 PR 116, on the date of April 28, 2004, and is now qualified and acti ng in said capacity; NOW THEREFORE, pursuant lo lhe powers conferred upon Grantor by the Colorado Probate Code, Granter docs hereby sell and convey unto Grantee, for and in consideration of One Million Two Hundred Fourteen Thousand Seven Hundred Eighty Dollars ($1,214,780.00), the following described real property situate in the County of Garfield, State of Colorado: All of lhe interest of the Granter, being an undivided onc·half interest in and to the real property described on Exhibit A, attached hereto and by this reference made a part hereof also known by street address as: vacant land and assessor's schedule or parcel number: Sec Exhib it A, attached hereto and by this reference made a part horeo f. With all appurte~. SUBJECT TO the Permitted Exceptions set fonh on Exhibit B, attac:hed hereto and by Ulat re ference made a part hereof. RESERVING unto Grantor a non-exclusive easement over and across those exi sting two· track roads crossing the following lands: Section 29: SW'45El/., SE'l.SEV.; Section 32: NEV.NEV.; and Section 33; NWV.SWV., SWV.SWV..; all in Township 5 South, Range 96 West of the 61.,, P .M .. County of Garfield, State o f Colorado; for pwposcs of ingress and egrqs lo the adjacent property cul'TC!ltlyowncd byGrantor which is described as: Section I : Lots 9 and 16; and Secti on 2: Lots 1 I, 12, 13, 14 and NV.SEY.; all in Township 6 South, Range 97 West of the 6'h P.M .. County o f Garfield, State of Colorado (the "Retained Property''); in coMoction wi th the residential, ranching, or recreational use of the Retained Property by the owner thereof. Grantee shall have the right to relocate the access road used by Grantor at any time, so long as the relocated access road provides reasonably equivalent accen to the Retained Property. IN WITNESS WHEREOF, the Grantor has executed this deed on th e date set forth above. Gr.>n~c Co-P"'°"" Rop~""''";~ of ili< ""'"'Chui" H~JLotb"" D<-d ft/kl ,{, /dk,,. ~~,;.) Karen Lee Latham ' G'Jft§,~ STATEOFCOLORADO r "ENN:. Roo~"'"J COUNTY OF GARFIELD ~ SS. l ARO?<~ ~ ul~LI e ~~;;;;;;;;;';;: ' v D '°'A : ·0 The foregoing instrument ":'as acknowledged befo re me this~ day of~issio;1·L·,~,;...s .,;;;,-'lf2~os 2006, by Karen Lee Latham and Ginger Latham as Co-Personal Representatives of the estate of Charles Harvey Latham, Dcce11Sed. WITNESS my hand and official seal. My commission expires: 9\:o\O'?J, I lll lll ll lll ll lllll lllll llll llll lll lll l Ill ll lll ll ll lll l 711207 11 /15/2006 03 :46P 81863 P985 M ALSDORF 2 of 3 R 16 .00 D 121 .48 GARFIELD COUNT Y CO EXHIB IT "A" Parcel 1 Townsh ip 5 South, Range 96 West of the 61h P .M . Section 29: S \12 S\lz [1 60 acres] Section 32: NE Y. NE Y., NWY., N Yi SW'!., SE Y. SWY., W 'h NEY., (400 acres) (part of) Tax Parcel No. 2 13532 100009 [560 acres more or less] P arcel 2 Townsh i p 5 South, Range 96 West of the 6'h P .M. Section 32: SEY. Section 33 : SWY.i (remaining part of) Tax Parcel No. 213532100009 [320 ac res] Parcel 3 Township 6 South, Range 97 West of th e 6'h P.M. __ Section I : Lots 10 ,J 1, 12, 15 , J 7, 18 , 19, 22, 23 and 24 (part of) T ax Parcel No. 2 1690110000 1 [334.78 ac res more or les s] a ll in the County o f Garfield, Colorado, I \lllll lll\l lllllll lllll llll ll\l lll\lll Ill lllll \1111111 711207 11 /1~/2006 03 :46P 81863 P986 M ALSDORF 3 of 3 R 16 .00 D 121.48 GARFIELD COUNTY CO Exhibit B 1. Rights or claims of parties in possession not shown by the public records. 2 . Easements, or claims of easements, not shown by the public records. 3. Discrepancies, conflicts in bound ary lines , shortage in area, encroachments, and any facts , which a correct survey and inspection of the premises would disclose, and which are not shown by the public records . 4 . This paragraph in tentionally deleted. 5. This paragraph intentionally deleted. 6. Taxes and assessments for 2006 and subsequent years, a lien not yet due or payable . 7. This paragraph inten tionally de le ted. 8 . Any and all water rights, claims, or title to water, whether or not the matters excepted are shown by the public record. 9. Right of way fo r ditches or canals constructed by the authority of the Uni ted States, as reserved in United States Patent recorded January 16, 1925 in Book 112 at Page 424 and reservation of all oil and gas, to ge ther with the right to prospect fo r , mine and remove the same pursuant to the provisio n s and limita ti ons o f the Act of Ju ly 17, 19 14 in said Patent, and any and all interests therein or assignments th ereof. 10. Right of way for ditches or canals con structed by the auth ority of the Uni ted States, as reserved in United S tates Patent recorded May 14 , 1940 in Book 194 at.Page 615 and reservation of all coal an d other minerals, together with th e right to prospect for, mine and remove the same pursuant to the provisions and limitati ons of the Act of December 29, 1916 in said Patent, and any and all interests therein or assignmen ts there of. I I . Right of way for di tches or canals constructed by the authority of the United States, as reserved in United States Patent recorded January 28, 1943 in Book 208 at Page 138 and reservation of all coal and other minerals, together with the r ight to prospect for, mine and remov e the same pursuant to the provis ion s and lim itatio ns of the Act of December 29, 1916 in said Patent, and any and all interests therein or assignments thereof. 12 . R eservation s, conditions and stipulations c ontained in Uni t ed States Patent No. 1431391 recorded Apri l 10, 1951 in Book 257 at Page 543 including, but n o t limited to the fo llo wing : That the g rant hereby made is restricted in its exterior limits to the boundaries of the said mining premises, and to any veins or lodes of quartz or o ther rock in place bear ing gold, silver, c innabar, lead, tin, copper and other va lu able d eposits which may have been discovered within said limits s ubseq u ent to and which were not known to exist on July 12, 19 49. That shou ld any vein or lode of quartz or other rock in place bearing gold, s il ver, cinnabar, lead, tin, copper or other va luable deposits , b e claimed or known to exist within the above- descr ibed premises at said last-nam ed d ated, the same is expressly excepted and exc luded from these presents. Right of way for ditches or cana ls constructed by the authority of the United States. 13 . Reservation of all mine rals, together with the right to prospect for, mine a nd remove the same as reserved by Redd Ranches in Warranty Deed record ed December 20, 1963 in Boo k 355 at Page 5, and any an d all interests therein or ass ignments there of. 14 . Conveyance t o Ruth Latham of an undivid ed one-half interes t in and to all m inerals owned by Latham Ranches in Warranty Deed recorded Augus t 20, 1987 in Book 7 19 at Page 510, and any and all interests therein or assignments thereof. 15 . Lack of a right of access to and from the s ubject property. 1111 rti\ fl& r.lrJ1HH ,Hi, .tt. .Hlr.r~l'lff WI\ 1•t•1 , ~·~ 11111 Rec ep tion~: 743398 02122/2008 03 :55 :15 PM Jean Alberico 1 of 4 ~ec Fee :$21 .00 Doc Fee ;0 .00 GARFIELD COUNTY CO When recor ded retum to: Peggy G ilbert Marathon Oil Company 5555 Sao Felipe Room 1453 Houston, TX 77056 SJPECIAL WARRANTY DEED THIS DEED, made thi s J7'hday of December, 20C)7, between BERRY PETROLEUM COMPANY, a Delaware corporati on, ("Grantor") whose legal address is 950 17th Street, Suite 2400. Denver, Colorado 80202 aind MARA THON OIL COMPANY, an O hi o corporation, ("Grantee") whose legaJ address is 5555 San Feli pe, Houston, Texas 77056: WITNESSETH, That the Grantor, fo r and in conside ratio n of the s um of One Million. Two Hundred Fifteen Thousand, Ten and 48/100 Dollars ($1,215,0 10.48), the recejpt and s uffi ciency of which is hereby acknowledged, has granted, bargained, sold and conveyed. and by these presents does grant, bargain, sell , convey and confirm unto the Grantee. its successors and assigns fo rever , as a tenant in common. an undivided one-half of 100% (being a n undivided 50%) interest in and to a ll of the real property, together with improvements, a ll rights associated therewith, and any after acquired interest (collectively "Property"), if any, situa te, ly in g a nd being in th e Coun ty of Garfield , State of Col orado. described on EXH IBIT "A" attached hereto a nd by this reference made a part hereof. Also known by street and number as: vacant land. TOGETHER with all and singular the hereditaments and appurtenances thereto belo nging, or in anywise appertaining, and the reversion and reversions, remainder and remainders, rents, issues and profits thereof; and subrogation of Grantee Lo the rights of Grantor under all the covenants and warranties of title with respect to the Property previously made by others in the chain of title; and aJl th e estate, right, title , in terest, claim and demand whatsoever of th e G rantor, either in l aw or equity, of, in and to the Property , SUBJECT TO the Permitted Exception s set forth on EXHIBIT "B". attached hereto and by thj s reference made a part hereof: TO HA VE AND TO HOLD the said premises above bargruned and described with the appurtenances, unto the grantee, its successors and assigns , forever, as tenants in common. The Grantor, for itself and it's s uccessors and assign s, d oes covenant and agree that it shall and will WARRANT AND FOREVER DEFEND the above-bargruned premi ses in the quiet a nd peaceable possession of the Grantee, its successors and assign s, agrunst all and every pe rson o r persons clruming the whole o r any part thereof. by, throu gh or under Grantor. IN WITNESS WHEREOF, the G rantor has executed this deed on the date set forth above. STA TE OP COLORADO ) ) SS. C ITY AND COUNTY OF DENVER ) The foregoing instrument was acknowledged before m e on this /.l'-* day of f4f?v1'~Y , 2008, by Dan Anderson as Vice President-Production of BERRY PETROLEUM COMPANY, a Delaware corporation . WITNESS my h and and official seaJ. My commission Expires: .5 -4~ -~-II /~~ •I"\ Notar y Publ ic ,..;, ' ) .... , 1111 ~nr.~PJ1HH.Nf.~,~ftfi.:l't'/I, ~t..l•~·~'Y 11111 Rec ept ion~: 743398 02122/21308 03 ·55 . 15 PM Jean Alber-ico 2 or 4 Rec Fee $21 .00 Doc Fee :0 .00 GARFIELD COUNTY CO Parcel I EXHlBIT A LEGAL DESCRIPTION Township 5 South, Range 96 \Vest of the 61h P.M . Section 29: S112 S1 12 Section 32: NE1 14 NE114. NW 114, N112 SW 114. SE114 SWl/4 , Wi n NE1 14, (part of) Tax Parcel No. 213532100009 Parcel 2 Township 5 South, Range 96 West of the 6~h P.M. Sect ion 32: SE114 Sec ti on 33: SW 114 (rema ining part of) Tax Parcel No. 213532100009 Parcel 3 Township 6 South, Range 97 West of the 6 1h P.M. Section I: Lot s 10, 11 , 12, 15, 17, 18, 19, 22, 23 and 24 (part of) Tax Parcel No. 216901100027 T he intent of this Deed is to convey an undivided 50% in terest in a ll of the lands and interests conveyed to Grantor by that certai n Specia l Warranty Deed recorded in th e records o f the Garfie ld County, Co lorado, Clerk and Recorder at Reception No. 711206 on November 15, 2006, and that certai n Persona l Representatives Deed recorded in those records at Reception No. 71 1207 on November I 5, 2006. 1111 "Y'~ N. i.~PJ1HH ,HI~.~ .~~r-l,~N~. W~, lrlY.*•w 11111 Reeeptiontt : 743398 . 0212212008 03 SS·15 PM Jean Alber1co 3 of 4 Rec Fee :$21 .00 Doc Fee :0 .00 GARFIELD COUN TY CO EXHIBIT "B'' PERMITTED EXCEPTIONS I. Rights or claims. of parties in possession not shown by the public records. 2. Easements, or c!laims of easements, not shown by the public records. 3. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts, which a correct survey and inspection of the premises would disclose, and which are not shown by the public records. 4 . Taxes and assessments for 2007 and subsequent years, a lien not yet due or payable. 5. Any and all wat•er rights, claims, or title to water, whether or not the matters excepted are shown by the public record. 6. Right of way fo1r ditches o r canals constructed by the authority of the United States, as reserved in United States Patent recorded January 16, 1925 in Book 1112 at Page 424 and reservation of all oil and gas, together with the right to prospect for, mine and remove the same pursuant to the provisions and limitations of the Act of July 17, J 914 in said Patent, and any and all interests therein or assignments thereof. 7. Right of way fo1r ditches or canals constructed by the authority of the United States, as reserved in United States Patent recorded May 14 , 1940 in Book 194 at Page 615 and reservation of all coal and other minerals, together with the right to prospect for, mine and remove the same pursuant to the provisions and limitations of the Act of December 29, J 916 in said Patent, and any and all interests therein or assignments thereof. 8. Right of way for ditches or canals constructed by the authority of the United States, as reserved in United States Patent recorded January 28, 1943 in Book 208 at Page 138 and reservation of all coal and other minerals, together with the right to prospect for, mine and remove the same pursuant to the provisions and limitations of the Act of December 29, 1916 in said Patent, and any and all interests therein or assignments thereof. 9. Reservations, conditions and stipulations contained in the United States Patent No. 1431391 recorded April I 0, 1951 in Book 257 at Page 543 including, but not limited to the following: • That th e grant hereby made is restricted in its exterior limits to the boundaries of the said mining premises, and to any veins or lodes of quartz or other rock in place bearing gold, silver, cinnabar, lead, tin, copper and other valuable deposits which may have been discovered within said l imits subsequent to and which were not known to exist on July 12, 1949. • That should any vein or lode of quartz or other rock in place bearing gold, silver, cinnabar, lead, tin, copper or other valuable deposits~ be claimed or known to exist within the above-described premises at said last-named dated, the same is expressly excepted and excliuded from these presents. • Right of way for ditches or canals constructed by the authority of the United States. 10. Reservation of all minerals, together with the right to prospect for, mine and remove the :same as reserved by Redd Ranches in Warranty Deed recorded December 20, 1963 in Book 355 at Page 5, and any and all interests therein or assignments thereof. ~~c~!!~i:~~i~1·~1 ~ '~~~~h"«.lt•V.~·~ 11111 02 /22/2008 03 :55 :15 PM J e•n Alber ico 4 of 4 Rec Fee :$21 00 Doc Fee :D.00 GARFIELD COUNTY CO I I. Conveyance to Ruth Latham of an undjvided one-half interest in and to au minerals owned by Latham Ranches in Warranty Deed recorded August 20, 1987 in Book 7 l 9 at Page 510, and any and aJI interests therein or assignments thereof. 12 . Lack of a right of access to and from the s ubject property. 13. Reservation by Tho mas A . Latham, Kare n Lee Latham and Ginger Latham of a non -exclusi ve easement, as more fully described in Spec ial Warranty Deed re.corded November 15 , 2006 in Book l 863 at Page 981, and Personal Representative Deed recorded November J 5, 2006 in Book 1863 at Page 984. 14 . Ri g hts of Chevron ShaJe Oil Company under the Connected Road Ri g hl - of-Way Grant and Easeme nt dated effective November 14, 2006, and recorded December 6, 2007 at Reception No. 738783 , Garfield County, Colorado . 15 . Righ ts of Williams Production RMT Company under the Connected Road Right-of-W ay Grant and Easement dated e ffecti ve Nove mber 14, 2006, and recorded December 6, 2007 at Reception No. 738784, Garfield Co unty, Colorado. 374 11 63 _3.DOC f ' SPECIAL WARRANTY DEED THE Delta Petroleum Corporation, a Delaware corporation whose street address is 370 Seventeenth Street, Suite 4300, in the City and County of Denver and State of Colorado ("Grantor''), for good and valuable consideration, in hand paid, hereby sells and conveys to Wapiti Oil & Gas, LLC, whose street address is 800 Gessner, Suite 1000, Houston, TX 77024, all of Grantor's right, title and interest in the following real property to-wit: Parcel 1 Township 5 South. Range 96 West of the 6th P.M. Section 29: S/2S/2 Section 32: NE/4NE/4, NW/4, N/2SW/4, SE/4SW/4, W/2NE/4 (part of) Tax Parcel No. 213532100009 Parcel2 Township 5 South. Range 96 West of the 6th P.M. Section 32: SE/4 Section 33: SW/4 (remaining part: of) Tax Parcel No. 213532100009 Parcel 3 Township 5 South. Range 'J7 West of the 6th P.M. Section 1: Lots 10, 11, 12, 15, 17, 18, 19, 22, 23, and 24 (part of) Tax Parcel No. 216901100001 All in Garfield County, Colorado with all its appurtenances and warrants the title against all persons claiming under it, subject to those matters set forth on Exhibit A. Permitted Exceptions, attached hereto and incorporated herein by this reference. Signed effective as of the 28th day of July, 2010. ,,\ r • -.ACKNOWLEDGEMENT STATE OF COLORADO - CITY AND COUNTY OF DENVER ) ) ) Ss. This instrument was acknowledged before me on July ~, 2010 by Carl Lakey as Chief Executive Officer of Delta-Petroleum Corporation; a Delaware corporation. Notary Public My Commission Expires: _2~/~s-~J~za~•~2.~---- JENNIFER A LUELLIG Notary Public State of Colorado f\-1v Commission Expires February 05, 2012 , ' 1. 2. 3. 4. 5. 6. 7. 8. E:XlllBlT "A" P.BRMlrTBD EXCEPTIONS' Rights or claims of parties in possession not shown by the public records. Easements or claims of easements, not shown by the public records. Discrepancies;, conflicts in boundary lines, shortage in area, encroachments, and any facts, which a correct survey and inspection of the premises would disclose, and which are not shown by the public records. Taxes and assessments for 2010 and subsequent years, a lien not yet due or payable. Any and all water rights, claims, or title to water, whether or not the matters excepted are shown by the public record. Right of way for ditches or canals constructed by the authority of the United States, as reserved in United States Patent recorded January 16, 1925 in Book 112 at Page 424 and reservation of all oil and gas, together with the right to prospect for, mine and remove the same pursuant to the provisions and limitations of the Act of July 17, 1914 in said Patent, and any and all interests therein or assignments thereof: Right of way for ditches or canals constructed by the authority of the United States, as reserved in the United States Patent recorded May 14, 1940 in B<>ok 194 at Page 615 and reservation of all coal and other minerals; together with the right to prospect for, mine and remove the same pursuant to the provisions and ~limitations of the Act of December 29, 1916 in said-Patent, and, any and all interests therein or assignments thereof. Right of way for ditches or canals constructed by the authority of the United Statos, as reserved in the United· States Pate.nt recorded January 28, 1943 in Book 208 at Page 138 and reservation of all coal and other minerals, together with the right to prospect for, mine and, remove the same pursuant to the provisions and limitations of the Act of December 29, 1916 ·in said · Patent, and . any and all interests therein or assignments thereof. Reservations, conditions and stipulations contained in: the United States Patent No. 1431391 recorded April 10, 1951 in Book 257 at Page 543 including;. but not limited to the following: • That the grant heteby made is restricted in its exterior limits to the boundaries of the said mining premises, and ·to any veins or lodes of quartz or other rock in place bearing gold, silver, cinnabar, lead, tin, copper or other valuable deposits which may have been discovered within said limits subsequent-to and· which were not known to exist on July 12, 1949. .I ' • That should any vein or lode of quartz or other rock in place bearing gold, silver, cinnabar,. lead, tin, copper or other valuable deposits, be .. cJaimed or known to exist within the above-described premises at said last-natt1.ed dated, the same is expressly excepted and excluded from these presents. • Right of way for ditches or canals constructed by the authority of the United States. 10. Reservation of all minerals, together with the right to prospect for, mine and remove the same as reserved by Redd Ranches in Wauanty Deed recorded December 20, 1963 in Book 355 at Page 5, and any and all interests therein or assignments thereof. 11. Conveyance to Ruth Latham of an. undivided one-half interest in and to all minerals owned by Latham Ranches in Warranty Deed recorded August 20, 1987 in Book 719 at Page 510, and any and all interests therein or assignments thereof. 12. Lack of a right of access to and from the sul?ject property. 13. Reservation by Thomas A. Latham, Karen Lee Latham and Ginger Latham of a non- exclusive easement;, as more fully described in Special Warranty Deed recorded November 15, 2006 in Book 1863 at Page 981, and Personal .RepresentativeDeedrecordedNovember15, 2006 in Book 1863 at Page 984. 14. Rights of Chevron: Shale Oil Company under the Connected Road Right-of-Way Grant and Easement dated effective November 14, 2006 and recorded December 6, 2007 at Reception No. 738783, Garfield County, Colorado. \ 15. Rights of Williams Prodoction RMT Company under the Connected Road Right-of-way Grant and Easement · dated effective November 14, 2006, and ·recorded December 6, 2007 at Reception No. 738784, Garfield County, Colorado. 4 . • 1111 ~1111 •• f ~1~1\·1ir"1~ ~I' ~bi-l_l~~~tf,i:l.rll~ll'l1:lw11~ ~II' 1111 l Reception#: 775544 09/24/2009 12 :38:37 PM J~ , Rlberico 1 of 3 Rec Fee: $21 . 00 Doc Fee: 0. 00 GRRFIELD COUNTY CO Corrective SPECIAL WARRANTY DEED THIS DEED, made this 10th day of September, 2009, between BERRY PETROLEUM COMP ANY, a Delaware corporation ("Grantor"), whose legal address is 1999 Broadway, Suite 3700, Denver, Colorado 80202 and PGR PARTNERS LLC, a Colorado limited liability company ("PGR"), 370 17th Street, Suite 4300, Denver, Colorado 80202 and DELTA PETROLEUM CORPORATION, a Delaware corporation ("Delta'), 370 17th Street, Suite 4300, Denver, Colorado 80202 as successor in interest to Teton Piceance LLC, a Colorado limited liability company, (collectively "Grantees"). WHEREAS, it is the desire of Grantor to amend the title chain ambiguity created by that certain Special Warranty Deed from Grantor to PGR dated May 21, 2009 and recorded at reception number 769561 in the records of Garfield County, Colorado wherein Grantor conveyed an undivided 12.5% of 100% of its interest to PGR and Grantor did not own 100% of the record title to the property at the time if its conveyance to PGR. WHEREAS, it is the desire of Grantor to amend the title chain ambiguity created by that certain Special Warranty Deed from Teton Piceance LLC, a Colorado limited liability company ("Teton") to Delta dated May 21, 2009 and recorded at reception number 769892 in the records of Garfield County, Colorado in that Teton did not own record title to the property it intended to convey to Delta. WITNESSETH, That the Grantor, for valuable consideration, the receipt and sufficiency of which is hereby acknowledged, has granted, bargained, sold and conveyed, and by these presents does grant, bargain, sell, convey and confirm unto the Grantees, their successors and assigns forever, as a tenant in common, an undivided 12.5% interest to PGR and an undivided 6.25% interest to Delta as to all of the real property, together with improvements, all rights associated therewith, and any after acquired interest (collectively "Property"), if any, situate, lying and being in the County of Garfield, State of Colorado, described on EXHIBIT "A" attached hereto and by this reference made a part hereof. Also known by street and number as: vacant land. TOGETHER with all and singular the hereditaments and appurtenance thereto belonging, or in anywise appertaining, and the reversion and reversions, remainder and remainders, rents, issues and profits thereof; and subrogation of Grantees to the rights of Granter under all the covenants and warranties of title with respect to the Property previously made by others in the chain of title; and all the estate, right, title, interest, claim and demand whatsoever of the Granter, either in law or equity, of, in and to the Property. TO HAVE AND TO HOLD the said premises above bargained and described with the appurtenances, unto the Grantees, its successors and assigns, forever, as tenants in common. The Granter, for itself and its successors and assigns, does covenant and agree that it shall and will WARRANT AND FOREVER DEFEND the above-bargained premises in the quiet and peaceable possession of the Grantees, its successors and assigns, against all and every person or persons claiming the whole or any part thereof, by, through or under Granter. IN WITNESS WHEREOF, the Granter has executed this deed on the date set forth above, but made effective as of May 21, 2009. BERRY PETROLEUM COMPANY a Delaware corporation ACKNOWLEDGMENT STATE OF COLORADO ) .ss CITY AND COUNTY OF DENVER ) The foregoing instrument was acknowledged before me this 10th day of September, 2009, by Daniel G. Anderson as Vice President, of BERRY PETROLEUM COMPANY, a Delaware corporation. Witness my hand and official seal. My Commission Expires: _5_--~--_:;:1_CJ_/_/ __ ,--;J lCVL~ h, -p J_°'-1 ( ) f%{ary Publ ~ ' I ' 1111 ~I .. f 1'1~\'l1NJ)I l1'1•1 l~~r.-ri,~~ .. ~\lll'11~~,ll~ ~I~ 11111 Reception#: 775544 . . 09/24/2009 12·38·37 PM Jear. ,,lber1co 3 of 3 Rec Fee:$Z1 .00 Doc Fee:0.00 G~RFIELD COUNTY CO Parcel 1 EXHIBIT "A" LEGAL DESCRIPTION Townshi p 5 South, Ran ge 96 West of the 6th P.M. Section 29: S/2S/2 Section 32: NE/4NE/4, NW/4, N/2SW/4, SE/4SW/4, W/2NE/4 (part of) Tax Parcel No. 213532100009 Parcel 2 Township 5 South , Ran ge 96 West of the 6th P.M. Section 32: SE/4 Section 33: SW/4 (remaining part of) Tax Parcel No. 213532100009 Parcel 3 Township 6 South, Range 97 West of the 6th P.M. Section 1: Lots 10, 11, 12, 15, 17, 18, 19, 22, 23 and 24 (part of) Tax Parcel No. 216901100001 All in Garfield County, Colorado END OF EXHIBIT "A" Article 4-203.B.3 Adjacent Land Owners and Mineral Rights Owners Information Berry Petroleum Company, LLC House Log Gulch Tank Farm OA Project No. 013-2977 ADJACENT PROPERTY OWNERS AND MINERAL RIGHTS OWNERS BERRY PETROLEUM, LLC HOUSE LOG GULCH TANK FARM March 10, 2014 Adjacent Property Owners Parcel Number: 213527300015 Merit Appraisal & Tax Consulting Encana Oil & Gas (USA) Inc PO Box 330 Gainesville, TX 76241 Parcel Number: 213529100008 Chevron Texaco Property Tax Chevron USA Inc PO Box 285 Houston, TX 77001 Parcel Number: 213532100009 Tax Dept Berry Petroleum Company & 1999 Broadway, Suite 3700 Denver, CO 80202 Parcel Number: 213532100009 Marathon Oil Company 5555 San Felipe Houston, TX 77056 Parcel Number: 213532100009 PGR Partners 800 Gessner, Suite 700 Houston, TX 77024 Parcel Number: 213532100009 Wapiti Oil & Gas 800 Gessner, Suite 700 Houston, TX 77024 Parcel Number: 213533400010 Chevron Texaco Property Tax Chevron USA Inc PO Box 285 Houston, TX 77001 Parcel Number: 216901100027 Tax Dept Berry Petroleum Company & 1999 Broadway, Suite 3700 Denver, CO 80202 Parcel Number: 216901100027 Marathon Oil Company 5555 San Felipe Houston, TX 77056 Parcel Number: 216901100027 PGR Partners 800 Gessner, Suite 700 Houston, TX 77024 Parcel Number: 216901100027 Wapiti Oil & Gas 800 Gessner, Suite 700 Houston, TX 77024 Parcel Number: 216902200019 Jojo Properties LLC PO Box 1926 Rifle, CO 81650 Parcel Number: 216902200019 Donna J Koehler PO Box 300 DeBeque, CO 81630 Parcel Number: 216902200019 Richard L, Lyle & Ned Prather PO Box 165 DeBeque, CO 81630 Mineral Rights Owner Chevron Texaco Property Tax Chevron USA Inc PO Box 285 Houston, TX 77001 This page left blank for two-sided printing. PROJECT NO: DRAWN BY: DATE: 013-1573 BKR 11/21/2013 Adjacent Parcels Map Garden Gulch Tank FarmBerry Petroleum CompanyGarfield County, Colorado FIGURE AP-1 760 HORIZON DRIVE, SUITE 102GRAND JUNCTION, CO 81506TEL 970.263.7800FAX 970.263.7456 213529100008 213532100009 213533400010 216902200019 213527300015T5S R96W T6S R97W T5S R97W T6S R96W Garden Gulch Tank Farm Affected Parcel Adjacent Parcels 0 1 2 3Miles 1 ·j ·I. 'i KUHN, CARNES, & ANDERSON, P.C. December 11, 2006 Berry Petroleum Company 950 Seventeenth St., Suite 2400 Denver, CO 80202 Attn: Ms. Mary Ann Adams Ladies/Gentlemen: ATTORNEYS AT LAW f 525 SEVENTE!!:NTH STREET DENVER, COLORADO 80202 (303) 300-0 f 00 !"AX (303) 308-1434 Re: Drilling and Division Order Title Opinion Certified to October 16, 2006 at 7:45 a.m. Township 5 South. Range 96 West. 6th PM Section 32: All (Containing 640.00 acres mil) Garfield County, Colorado LANDS COVERED BY OPINION All of the above captioned lands TITLE DATA EXAMINED 1. Supplemental Abstract of Title #C0-20719, prepared by Deister, Ward & Witcher, Inc., based upon their examination of the records of the Garfield County Clerk and Recorder's Office in Glenwood Springs, CO, covering all of the captioned lands, from the following dates, to October 16, 2006 at 7:45 a.m.: a. SW/4 from June 12, 1974 to October 29, 2004, and from March 15, 2005 . b. SE/4 from March 15, 2005. c. NW/4 from February 25, 2005. d. NE/4 from March 26, 2003. 2. Drilling Title Opinion, dated May 11, 2005, certified to February 25, 2005 at 7:45 a.m., prepared by Dorsey & Whitney LLP, covering the S/2, NW/4 of the captioned lands, and other lands. .··1 ! Berry Petroleum Company Page2 December 11, 2006 3. Drilling and Division Order Thie Opinion, prepared by Susan L. Hoey, P.C., dated May 24, 2003, un~certified, but Abstract of Title No. 1375A prepared by Mineral Land Services for Petroleum Development Corporation was examined, containing 103 entries, covering the N/2 of the subject lands, and other lands, from inception of records through March 26, 2003 at 8:00 a.m. 1. 2. 3. 4 . 5. 6 TABLE OF CONTENTS Ownership ............................................................ 2 a. Surface ................................................... 2 b. l\1ineral .................................................. .3 c. Leasehold . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3 Encumbrances . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17 a. Taxes . _ .......................... _ .......... _ ......... _ . 17 b. Mortgages ............................................... 11 c. Unreleased leases . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 18 d. Liens/Judgments ........................................... 17 e. Easements ............................................... .18 Exceptions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... 18 Comments ........................................................... 19 Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... 20 Exhibit "A:' ...................... : .................................. A-1 a. Tabulation of Leases ...................................... A-1 b. Assignments/Conveyances . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A-4 OWNERSHIP Each interest tabulated below is an undivided interest and has been proportionately reduced where appropriate. Based upon the title data examined, and subject to the exceptions, encumbrances, comments and requirements set forth herein, the undersigned finds title to the captioned lands and leasehold, as of October 16, 2006 at 7:45 a.m., to be owned and encumbered as follows: Surface Ownership: Interest Tract I: Section 32: NW/4 (Containing 160.00 acres, mil) Charles H. Latham P.O. Box 66 DeBeque, CO 8163 0 1/2 ·; Berry Petroleum Company Page 3 Thomas F. Latham P.O. Box 66 DeBeque, CO 81630 Tract II: Section 32: SE/4 (Containing 160.00 acres, mil) Charles H. Latham Thomas F. Latham Tr~ct m (a): Section 32: N/2SW/4, SE/4SW/4 (Containing 120.00 acres, mil) Charles H. Latham Thomas F. Latham Tract ill (b): Section 32: SW/4SW/4 (Containing 40.00 acres, rn/l) Chevron U.S.A., Inc. Tract IV (a): Section 32: N/2NE/4, SW/4NE/4 (Containing 120.00 acres, mil) Charles H. Latham Thomas F. Latham Tract IV (b): Section 32: SE/4NE/4 (Containing 40.00 acres, mil) Chevron U. S .A, Inc. Oil and Gas Mineral Ownership: Tracts I-IV: Chevron U.S.A. Inc. December 11, 2006 1/2 112 1/2 1/2 112 All 112 1/2 All Interest% Lse.No. 100% 1 Oil and Gas Leasehold Ownership: (Exclusive of prior existing wellbores) Tract I: (NW/4) 111111111m 11m1 "" 11n11111 J1111111111\ 11111111 623087 03/18/2003 01:52P 81447 P!79 M ALSDORF 1 of 6 R 40.25 D 0.00 GARFIELD COUNTY CO OIL AND GAS LEASE (LEASE#2) THIS AGREEMENT, made and entered into as of the 15th day of November, 2002, by and between Chevron U.S.A. Inc., successor in interest to Chevron Shale Oil Company, whose address is 11111 S. Wilcrest Dr., Houston, Texas 77099 hereinafter called "Lessor," and Petroleum Development Corporation, whose address is 103 East Main Street, P.O. Box 26, Bridgeport, West Virginia 26330,_ hereinafter called "Lessee." WITNESSETH: 1. Lessor, for and in consideration of the sum of TEN DOLLARS ($10.00) and other good and valuable consideration, in hand paid, of the royalties herein provided and of the agreements of Lessee herein contained, hereby grants, demises, leases and lets exclusively unto Lessee all of Lessor's right, title and interest in the land hereinafter described, for the purpose of investigating, exploring, drilling for, producing, saving, talcing, owning, transporting, storing, handling and treating oil and gas, herein called leased substances, together with all rights, privileges and easements useful for Lessee's operations hereunder on said land; including but not limited to the following rights: to lay pipelines; to build roads; to construct tanks, pump and power stations, and power and communication lines; and to redrill, deepen, maintain, rework and operate any well so drilled, subject in all cases to the provisions of paragraphs 15 and 16. The land included in this lease is situated in the County of Garfield, State of Colorado, and is described on the attached Exhibit A, including all of Lessor's right, title and interest in all leased substances underlying lakes, streams, roads, streets, alleys, easements and rights-of-way which traverse said land; and including all lands owned or claimed by Lessor as a part of any tract above described; and containing 4541.80 acres of land more or less. This lease shall cover all of Lessor's right, title and interest in said land now owned by or hereafter vested in Lessor. For the purpose of calculating any payments based on acreage, the land shall be deemed to contain the acreage above stated. 2. Subject to the other provisions herein contained, this lease shall remain in force for a period of three (3) years from the date hereof, herein called "primary term," and thereafter so long as leased substances or any one or more of them are being produced from said land or any operation permitted hereunder is being conducted on said land or this lease is continued in force by reason of any of the other provisions hereof. 3. Royalties on leased substances to be paid by Lessee are: (a) on oil, eighteen and three quarters percent (18.75%) of that produced and saved from said land, to be delivered at the well or to the credit of Lessor into the pipeline to which the wells may be connected; Lessee may from time to time purchase any royalty oil, paying therefor the market value in the field where produced on the day it is run to the pipeline or storage tanks; (b) on gas, including casinghead gas, produced from said land and sold or used off the premises, the market value at the well of eighteen and three quarters percent (18.75%) of the gas so sold or used, provided that on gas sold at the well the royalty shall be eighteen and three quarters percent (18.75%) of the amount realized from such sale. If Lessee shall discover gas hereunder on said land or on land unitized with any of said land, Lessee may at any time or times during or after the primary term and at Lessee's election, pay as royalty (herein called shut-in gas well payment) a sum equal to one dollar per acre on the acreage then held by Lessee hereunder, whereupon it shall be considered for all purposes of this lease that a leased substance is being produced hereunder from said land for a period of one year; such year to commence on the anniversary of this lease next preceding such payment. Provided, however, that this lease may be extended by tender of shut-in well payments for no more than two consecutive years from the anniversary of this lease next preceding Lessee's payment. Any such payment may be made in the same manner as provided elsewhere in this lease for payments hereunder but shall not be in lieu of any royalty based on actual production. Lessee may use, free of royalty, leased substances from said land for all operations conducted upon the leased lands or lands unitized with any of said land. 4. This is a Paid-Up lease and Lessee shall not be obligated during the primary term to make any further payments or to commence or continue any operations hereunder in order to PDC Lease -Lease #2.doc 2118/2003 -1- I llllll lllll llllltllll llllll llll " ]111111111111111111 623087 03/18/2003 01:52P B1447 P580 " ALSDORF 2 of 6 R 40.25 D 0 .00 GARFIELD COUNTY CO maintain this lease in force. Any money payable hereunder may be paid in cash or by check, mailed or delivered to Lessor. Lessee may at any time or times surrender this lease as to all or any portion of said land by mailing or tendering to Lessor or by filing for record a release or releases, and be relieved of all obligations thereafter accruing as to the acreage surrendered, but same shall not relieve Lessee of any obligation existing as of the date of such release. 5. If any operations or production of a leased substance or any combination of such activities shall occur hereunder and if at any time or times after the primary term or within sixty (60) days before expiration of the primary term, such operations or such production or any combination of such activities shall cease for any cause so that none of such activities continues, such cessation shall not cause this lease to terminate and this lease shall remain in force if and so long as (a) shut-in gas well payments are made under paragraph 3 (if applicable) or (b) any operation or production of a leased substance is commenced or resumed hereunder within sixty (60) days after cessation of the last of the operations or production that had occurred hereunder or (c) the cause of cessation is covered by paragraph 8 hereof. Wherever used in this paragraph 5, or wherever else used in this lease unless the context requires otherwise, the meaning of the word "operations" shall without limitation include: drilling, digging and boring operations, producing operations, the drilling of a dry hole or successive holes before or after production is obtained, plugging back, reworking operations, deepening operations and remedial operations in connection with drilling or producing operations. 6. Lessee shall pay for all damages caused by Lessee's operations, including but not limited to damages to growing crops, buildings, irrigation ditches, livestock, feed lots and fences. Lessee will bury pipelines below ordinary plow depth at the time of installation when crossing cultivated land owned or operated by Lessor or its surface lessees. No well shall be drilled within two hundred (200) feet of any residence or other improvement now or hereafter constructed on said land without the consent of the owner thereof. Lessee shall have the right at any time within ninety (90) days after expiration or surrender of the lease or any part hereof to remove all of Lessee's property and fixtures, including the right to draw and remove all casing. Lessee shall restore the surface as nearly as practicable to its original condition upon expiration or surrender of the lease. 7. Lessee shall have neither the right nor the power to assign this lease, in whole or in part, to another party without the prior written consent of Lessor. Lessor may withhold its consent to any such proposed or attempted assignment for any reason or for no reason in its sole discretion. Any attempted assignment made in contravention of this provision will be, in Lessor's sole discretion (and in addition to any other remedy available to Lessor at law or in equity), voidable and of no force. The granting of Lessor's consent to any assignment will be effective only as to the specific assignment then the express subject of such consent, and any subsequent assignment which may be proposed or attempted will be ineffective without Lessor's prior written consent. Provided, however, this provision shall not apply to assignments that may be made to limited partners that Lessee may be required to make under limited partnerships Lessee may form to conduct operations under this lease. Also, this provision shall not apply to transfers of interest that result from mergers, acquisitions or sales of all of Lessee's assets ~d assignments to Lessee's corporate affiliates. 8. Whenever as a result of any cause beyond Lessee's reasonable control (such as fire, flood, storm, or other act of God, governmental law, order, or regulation, labor disputes or war) Lessee is prevented or hindered from exercising any of its rights hereunder, complying with any of the terms hereof or carrying out any of its obligations hereunder, and such prevention or hindrance occurs during the term hereof, either primary or extended, as the case may be, the obligations of Lessee hereunder (excluding only its obligation to pay royalties on actual production, and other monetary payments required or permitted by the terms of this lease), shall be suspended during the period of such prevention or hindrance and for ninety (90) days thereafter. If such hindrance occurs during the primary term hereof, the primary term shall be extended for a period of time equal to the period of such suspension and this lease shall remain in full force and effect during such period of suspension and during any such extension of the primary term. 9. In connection with operations for the production of oil and gas or either of them, Lessee may at any time or times pool or unitize this lease insofar as it covers the lands covered PDC Lease -Lease #2.doc 2/18/2003 -2- I llllll lllll llllll llll llllll II ... ~ 1111111111111111111111 623081 03/18/2003 01:~2P B1447 PS81 M ALSDORF 3 of 6 R 40.2S D 0.00 GARFIELD COUNTY CO hereby, in whole or in part, as to any stratum or strata, with other lands and leases in the same area or field so as to constitute a unit or units whenever, in Lessee's judgment, necessary or advisable to comply with a law, rule, order or regulation of a governmental authority having jurisdiction, to reduce or prevent economic waste, to protect correlative rights, or to promote, encourage or accomplish the conservation of natural resources, by filing for record in the applicable county records an instrwnent so declaring. Upon production from any part of any such unit, Lessor shall be entitled to the royalties provided for in this lease on only that fractional part of unit production allocated to that portion of this lease included in such unit. Operations upon any such unit or production from any part of such unit shall be treated and considered for all purposes of this lease except payment of royalties, as operations upon or production from this lease. 10. The royalties hereinabove provided are determined with respect to the entire estate in leased substances and if Lessor owns a lesser interest therein or if this lease covers less than the entire estate in leased substances, the royalties to Lessor shall be reduced proportionally. Lessor makes no warranties of title to the leased premises, whether express or implied. Lessee at its option may purchase or discharge in whole or in part any tax, mortgage or other lien upon said land, may redeem the same from any purchaser at any tax sale or adjudication, and may reimburse itself from any royalties accruing hereunder and shall be subrogated to such lien with the right to enforce same. 11. Lessee agrees to defend, indemnify and hold harmless Lessor, its affiliates, and any employee, agent, contractor or other representative of Lessor and its affiliates, from any and all claims, demands, suits, losses, fines, penalties, damages, liabilities, costs and expenses of every character whatsoever (including but not limited to court costs and attorneys' fees) arising out of or in connection with Lessee's operations on the leased lands. 12. If this lease has not sooner tenninated, then effective as of five (5) years after expiration of the primary tenn this lease shall terminate as to all depths below the stratigraphic equivalent of the deepest depth drilled on the leased lands and as to all lands not included within a spacing unit producing or capable of producing oil or gas in paying quantities. In the event the area in which a well is drilled and completed is not spaced as per applicable state oil and gas regulations, then the lease shall be deemed to cover an approximate three hundred twenty (320) acre parcel surrounding and including the well location. Lessee shall file of record an appropriate release within thirty (30) days after the effective date of the tennination. 13. At all times during the drilling, testing and completing of any well drilled on the leased lands or on lands pooled therewith, Lessee shall cause Lessor and its affiliates and the employees and agents of Lessor and its affiliates, to have access at their sole risk to the derrick floor and all facilities relating to the drilling of the well(s) and to receive all information relating to such operations including but not limited to daily drilling reports and logs, cores and samples obtained in connection with such operations the same as though Lessor and its affiliates were drilling the well(s). Notices of intent to spud, log and plug and abandon wells shall be furnished to the following: ChevronTexaco Shale Oil Company Attn: J.T. Schmid, Jr., Manager 11111 S. Wilcrest Dr. Houston, TX 77099 Upon written request, Lessee shall furnish all well infonnation, including all reports, logs and samples to: ChevronTexaco Shale Oil Company Attn: Greg Brose 11111 S. Wilcrest Dr. Houston, TX 77099 14. This lease is made without warranty of title, express or implied, and is expressly subject to any exceptions and reservations and other matters affecting title ofrecord. ?DC Lease -Lease #2.doc 2/18/2003 -3- l llllll lllll llll\111111111111; __ ~ 111111111 lllll llll llll 623087 03/18/2003 01:!2P 81447 P582 M ALSDORF 4 of 6 R 40.25 D 0.00 GARFIELD COUNTY CO 15. Lessee shall obtain prior written approval from Lessor for each use of the surface that Lessee proposes to make under this lease, including but not limited to drill sites, access and surface reclamation plans. 16. Notwithstanding that Lessee may have obtained Lessor's approval under paragraph 15 to make various uses of the surface of the leased lands, Lessee's operations shall be subordinate to Lessor's right to conduct shale oil operations on the leased lands at any time in the future. If Lessor determines in its reasonable discretion that Lessee's operations will interfere with Lessor's shale oil operations, Lessee agrees to change, cease or relocate its operations in order to eliminate the interference. Costs incurred prior to January 1, 2018 in connection with the relocation of Lessee's wells, gathering systems and other related facilities in order to eliminate an interference shall be borne by Lessor. If any such change, cessation or relocation of facilities results in permanent loss of production, Lessor will compensate Lessee for same at the then fair market value of the leased substance. Effective January 1, 2018 and thereafter, Lessee agrees to change, cease or relocate its operations at its sole risk and cost, in order to eliminate an interference and Lessor shall have no obligation to compensate Lessee for lost production resulting from such elimination of an interference. IN WITNESS WHEREOF, this instrument is executed as of the date first above written. LESSOR CHEVRON U.S.A. INC. TAX I.D. 25-0527925 By: ~2~:& Social Security or Tax Number Its : Attorney-in-Fact LESSEE PETROLEUM DEVELOPMENT CORPORATION By.~ ~~ Its: -.?R1'1!yYF~ti!ig STATE OF TEXAS ) ) COUNTY OF HARRIS ) The foregoing instrwnent was acknowledged before me this .ifih.aay of (YlA41dv , 2003 by 0. F. Baldwin Il as Attorney-in-Fact for Chevron U.S.A. Inc. My Commission Expires: q ~ 3D--0 rf ____..U.......,""""~""""'-~----""""'"........,,.,P!J;c..__..~-af&t ....... · ..;;:;....-=-._Notary Public STATE OF WEST VIRGINIA) ) HARRISON COUNTY OF _____ ___, ELAINE J. GRABER Notary Public, State of Texas My Commission Expires September 30, 200~ The foregoing instrument was acknowledged before me this 21st day of February 2003 by Thanas E. Riley as VP Marketing of Petroleum Development Corporation. Commission Expires: Jtllle 2, 2009 \J--~~:..........;,~~-·-· ~-\ --=-~--=s---J-----Notary Public PDC Lease -Lease #2.doc -4- 2/18/2003 \ 111111 Hm lll\\I II\\ 11\\11 ml~ ,,,Ill lll 111" llll llll 623087 03/18/2003 01:52P 81447 P583 n RLSDORF 5 of 6 R 40.25 D 0.00 GARFIELD COUNTY CO EXHIBIT A OIL AND GAS LEASE (LEASE#2) Between Chevron U.S.A. Inc. and Petroleum Development Corporation Dated November 15, 2002 830000 -C.H. DRAGERT FEE T5S. R96W, 6tfl P.M. J.B. No. 4 Placer Claim, comprising the S/2 SE/4 of Section 35 and the S/2 SW/4 of Section 36; containing 160 acres, more or less. 830170-EATON BASIC AGMT NO. 1 & 2 FEE T5S, R96W, 6iii P.M. French #12 Section 19: Lot 1, NE/4 NE/4; French #25 Section 20: NW/4; Federal #26 Section 20: NE/4; Federal #27 Section 20: SE/4; and N/2 of Federal #29 ~ Section 29: N/2 NE/4; containing 651.29 acres, more or less. 910380-EATON BASIC AGMT NO. 5 & 6 FEE T5S, R96W, 6th P.M. French No. 1 Sec. 31: Lot. 4, S/2 SE/4; French No. 2 Sec. 31: Lot 3, N/2 SE/4; French No. 3 Sec. 31: Lot 2, S/2 NE/4; French No. 4 Sec. 31: Lot 1, N/2 NE/4; French No. 5 Sec. 30: Lot 4, S/2 SE/4; French No. 6 Sec. 30: Lot 3, N/2 SE/4; French No. 7 Sec. 30: -Lot 2, S/2 NE/4; French No. 8 Sec. 30: Lot 1, N/2 NE/4; French No. 9 Sec. 19: Lot 4, S/2 SE/4; French No. 10 Sec. 19: Lot 3, N/2 SE/4; French No. 11 Sec. 19: S/2 NE/4; French No. 26 Sec. 20: W/2 SW/4 and Sec. 29: W/2 NW/4; French No. 27 Sec. 20: E/2 SW/4 and Sec. 29: E/2 NW/4; French No. 28 Sec. 29: N/2 S/2; French No. 31 Sec. 32: SE/4 NE/4; French No. 29 Sec. 29: S/2 S/2; French No. 30 Sec. 32: N/2 N/2; and French No. 31Sec.32: S/2 NW/4, SW/4 NE/4, containing 2,354.51 acres, more or less. 910410 -R. L. EATON AGMT NO 1 FEE TSS, R96W, 6111 P.M. The Virginia No. 1 Placer Mining Claim embracing the S/2 S/2 of Section 32; The Virginia No. 2 Placer Mining Claim embracing the N/2 S/2 of Section 32; The Virginia No. 3 Placer Mining Claim embracing the S/2 S/2 of Section 33; The Virginia No. 4 Placer Mining Claim embracing the N/2 S/2 of Section 33; The Virginia No. 5 Placer Mining Claim embracing the S/2 N/2 of Section 33; containing 800 acres, more or less; Less and except the North 198 feet of the Virginia No. 5 Placer Mining Claim, being the North 198 feet of the S/2N/2 of Section 33, T5S, R96W, 6th P.M., containing 24 acres, more or less. Total for this Agreement 910410 is 776 acres, more or less. PDC Lease -Lease #2.doc 2118/2003 -5- I llllll lllll lllJll llll llllll lllll llllll Ill lllll llll llll 623087 03/18/2003 01:e2P 81447 P584 M ALSDORF 6 of 6 R 40.25 D 0.00 GARFIELD COUNTY CO ::)P 910630 -UNOCAL TRADE FEE TSS, R96W of the 6th P .M. Consolidated No. 12 Placer Mining Claim, comprising the S/2 SE/4 of Section 34 and the S/2 SW/4 of Section 35; Consolidated No. 13 Placer Mining Claim, comprising the N/2 SE/4 of Section 34 and the N/2 SW/4 of Section 35; Bituminite No. 15 Placer Mining Claim, being the NE/4 SE/4 of Section 35 and the N/2 SW/4 of Section 36; and That part ofBituminite No. 16 Placer Mining Claim constituting the NW/4SE/4 of Section 35; containing 480 acres, more or less; Plus Federal No. 29 Placer Mining Claim, embracing the S/2 NE/4 of Section 29, containing 80 acres, more or less; The North 198 feet -of the Virginia No. 5 Placer Mining Claim, being the North 198 feet of the S/2 N/2 of Section 33, containing 24 acres, more or less; and · The West 32 rods of Federal No. 36 Placer Mining Claim, being the West 32 rods of the NW/4 NW/4 of Section 33, containing 16 acres, more or less; Total for this Agreement 910630 is 600 acres, more or less. END OF EXIDBIT A PDC Lease -Lease #2.doc 2/18/2003 -6- . I Article 4-203.B.4 Project Description Berry Petroleum Company, LLC House Log Gulch Tank Farm OA Project No. 013-2977 760 Horizon Dr., Suite 102 TEL 970.263.7800 Grand Junction, CO 81506 FAX 970.263.7456 www.olssonassociates.com 4-203.B.5 – Project Description Berry Petroleum Company, LLC House Log Gulch Tank Farm Berry Petroleum Company, LLC (Berry) is seeking approval to convert a portion of an existing permitted laydown yard to a Centralized E&P Waste Treatment Facility known as the House Log Gulch Tank Farm (tank farm). Per the Garfield County Land Use and Development Code (LUDC), Berry is requesting a Limited Impact Review permit for a Water Impoundment. Berry recently closed a merger with LINN Energy, LLC and LinnCo, LLC. Berry will be converted to a limited liability company named Berry Petroleum Company, LLC and will remain an indirect wholly owned subsidiary of LINN Energy. Project Location and Background The proposed facility will be located on a portion an existing Garfield County permitted laydown yard located in SESW, Section 32, Township 5 South, Range 96W of the 6th Principal Meridian on Garfield County parcel number 2135-321-00-009, approximately 13 miles from County Road (CR) 215 up Garden Gulch Road and 7.25 miles northwest of Parachute on County Road 215. This parcel is owned jointly by Berry, Marathon Oil Company, Wapiti Oil & Gas, LLC, and PGR Partners, LLC. The project area is situated in the Resource Land-Plateau zone district. The project site will occupy approximately 11.77 acres of previously disturbed land. The proposed tank farm will be accessed via a short access off of Garden Gulch Road. Berry is a partner in Garden Gulch, LLC, the consortium that operates Garden Gulch Road. A copy of all agreements relating to Garden Gulch Road and Garden Gulch Extension Road are included in the Access and Roadways Section of this submittal. No recorded easements are required for these roads as the right to use the road is included in the agreements, and the roads are all located on private property. Properties shown as belonging to Latham in the agreement were purchased by Berry Petroleum prior to the construction of the Garden Gulch Extension Road (see Deeds section of this submittal). The construction and implementation of this facility will allow for individual pits on well pads to be closed and reclaimed. The proposed tank farm will allow for effective reuse of water to conserve resources, improve safety and environmental exposure, and reduce costs. Function and Need Berry is proposing to construct and operate a (tanked) water storage facility to eliminate the need for water storage in multiple locations. The facility would enable reclamation of on-site storage pits on locations within 15 miles of the proposed site. The produced water originates from Berry’s natural gas development locations throughout the region. This facility would also decrease the Berry Petroleum Company, LLC House Log Gulch Tank Farm Project Description Page 2 risk of a produced water release from a pit, decrease the risk of exposure to wildlife populations, and decrease overall truck traffic associated with water hauling on local roadways. The water to be handled at this facility is produced from drilling, completion and production operations associated with natural gas wells within Berry’s Piceance Basin Operations. Water produced from these operations is classified as an exploration and production (E&P) wasted by the Colorado Oil and Gas Conservation Commission (COGCC). Pursuant to COGCC Rule 908, this facility will be permitted as a Centralized E&P Waste Management Facility. The required Form 28 has been submitted to the COGCC and is under review. All water stored at this location will be from nontributary water sources within the Williams Fork Formation. The proposed tank farm initially will consist of one 130,000 barrel (bbl) above ground water storage tank, one 500 bbl gun barrel tank to remove oil from the produced water, and one 300 bbl oil tank. In addition, a vapor combustion unit will be on site to burn off excess vapor collected from each storage tank. Water will be pumped using a one-stage centrifugal pump with an electric motor. The water storage tanks typically will be 140 feet in diameter and 48 feet tall. The oil tank is 15 feet tall with a 12 foot diameter; the gun barrel unit is 25 feet tall and 12 feet in diameter. Electrical needs will be supplied by a natural gas powered generator, size to be determined. Berry is requesting a permit for the full build-out of the project. Future build-out will include the installation of two additional 130,000 bbl water storage tanks. Final build-out will occur as the need arises for additional storage of produced water in the next two to five years. The buildings shown on the site plan will be built in the future. Berry is working with contractors to finalize exact configuration of the buildings. Preliminary dimensions are:  DAF Building: W40’XL80’XH25’  Pump House: W15’XL20’XH12’  Office, Utility and Storage Bldg.: W12’XL40’XH12’ Thus, elevations from ground level for the primary structures will range from 12 feet to 48 feet (for the tanks). See construction drawings for additional details. Facility Operations Water will be sent to the facility from the field via pipeline. Water will first enter the gun barrel tank to remove as much oil as possible. Removed oil will be stored in a 300 bbl storage tank until it can be trucked from the site. Recovered water will be sent to 130,000 bbl water storage tanks. Floating skimmers will be installed in these large storage tanks to further remove any excess oil from the water. The remaining water will be stored until it can be pumped back to the field via pipeline. In the event of an emergency fluids will be trucked from the site for storage and/or disposal. A floating ceiling will be installed in each tank in order to prevent any VOC emissions from entering the atmosphere. Vapors from each storage tank are collected in a vapor header. This header then directs the recovered vapors produced in the oil and water tanks to a Vapor Combustion Unit, where they are incinerated. The size of the VCU has not been determined. There will be no VOC emissions. Produced water will be transported to the tank farm from the natural gas wells in the vicinity via an existing approximately 10-mile pipeline network comprised of six-inch flexsteel pipe. The Berry Petroleum Company, LLC House Log Gulch Tank Farm Project Description Page 3 pipeline was constructed in segments as Berry’s natural gas development proceeded throughout the area. The last addition to the pipeline network was built from the Launcher/Receiver to the C-19 pad in 2010 and is the only section of pipeline construction that required a grading permit. Construction of all other sections did not meet the threshold for a pipeline development plan or a grading permit. Copies of the appropriate pipeline right-of-way easements and the grading permit is included in this submittal. Water level and leak detection systems will be installed to prevent accidental releases of fluids. The facility will be monitored remotely by Berry via a SCADA system. The presence of fluid will be traced in real time, logged, graphed and stored at Berry’s Parachute office. Alarms will be set to notify operators of the presence of fluids. As required by COGCC rules, all spills and releases from this facility will be reported to the COGCC in accordance with Rule 906. In the event that a reportable spill or release does occur, Berry will make notifications as required by the COGCC including any additional agencies. During normal operations, weekly inspections will be performed by a Berry operator or designated representative. The inspections will include, but not be limited to, visual inspections of the facilities, assessment of the water impoundment levels, recording meter values, visual inspections of stormwater BMPs, visual inspection of wildlife fencing, and performance of general housekeeping activities. Monthly, semi-annual and annual inspections and maintenance will take place according to Berry’s Operating Plan for the facility. Potential release of fluids stored at the facility will be addressed via a primary, secondary, and tertiary fluids containment system. The primary containment will be comprised of an impermeable liner and a 3 foot high corrugated steel enclosure according to the typical requirements of a Spill Prevention Control and Countermeasures (SPCC) Plan. The secondary containment will include an earthen berm and an impermeable liner (either spray-on or geotextile lined bentonite) installed on the containment floor and to the top of the berm. The design at this site will utilize a primary containment system around the tanks to capture any minor leaks with a capacity of 39,500 barrels. The full capacity of the primary and secondary containment is 176,400 barrels of produced water. An automated sump recovery system will be utilized in each containment area that will pump spilled water back into the tanks as needed. The tertiary system is comprised of a berm around the perimeter of the main tank area creating the secondary containment area. Project Submittal Summary The proposed project is located on property jointly owned by Berry Petroleum Company, LLC, Marathon Oil Company, Wapiti Oil & Gas, LLC, and PGR Partners, LLC. Berry reserves full rights for one hundred percent usage of the facility. Copies of deeds demonstrating ownership of this property are included in this submittal. An application for a permit for air emissions from the facility will be submitted to the Colorado Department of Public Health and Environment (CDPHE) Air Pollution Control Division (APCD). The perimeter of the facility will be fenced according to criteria identified by the Colorado Parks and Wildlife Division (CPW) and the COGCC in order to restrict wildlife access. A portion of the project site will continue to be used according to the previously permitted use for equipment and materials storage. No hazardous, flammable or explosive materials will be stored at the site. A Berry Petroleum Company, LLC House Log Gulch Tank Farm Project Description Page 4 10-foot wide perimeter road will be built to accommodate COGCC rules for emergency access to all areas of the site. The facility will be accessible to Berry personnel during normal working hours from approximately 7:30 am to 6:00 pm Monday through Friday, but will be accessible 24 hours a day, 7 days a week, in case of emergency. It is typically unmanned and remotely monitored except for times of water transfer, inspections, and maintenance. No permanent sanitation facilities will be required for operation of the facility. If necessary, human generated wastes will be accommodated by portable toilets placed near the boundary of the proposed facility. Potable water will not be required for the proposed facility. The Grading and Drainage drawings accommodate most of the requirements for the Grading and Drainage Plan submittal. Calculations are included on sheet 13041-CE-020, On-Site Drainage Plan. Surface disturbances are covered under Berry’s statewide Reclamation Bond held by the COGCC. A copy of the bond is included in the Reclamation Plan section. Other required elements of the Grading and Drainage submittal are included in the Grading and Drainage Plan, SWMP, Reclamation Plan, and SPCC sections of this application. During construction and operation of the facility, soil erosion will be controlled via the implementation of best management practices (BMPs) included in Berry’s Stormwater Management Plan (SWMP). The grading and drainage plans intended to accommodate stormwater run-on and run-off are included in this application. Due to the nature of the project and COGCC Rule 908.b(5)E, the site drainage is designed to accommodate a 100-year, 24-hour event. The facility is designed and constructed with a run-on control system to prevent flow onto the facility during peak discharge and a run-off control system to contain the water volume from a 25-year, 24-hour storm. BMPs such as sediment basins, diversion ditches, top soil berms and sediment traps will be utilized to ensure the continued protection of water bodies from stormwater runoff during construction and operation of the facility. The CDPHE Stormwater Permit has been obtained and is included in this submittal. The SWMP included in this submittal also covers the laydown yard where the proposed project will be located. All vehicles hauling equipment and material on county roads for construction and operation of the facility will abide by Garfield County Road and Bridge’s oversize/overweight regulations. The proposed water storage facilities will comply with all of Berry’s safety practices including emergency response procedures. A copy of Berry’s Emergency Response Plan, including emergency contact numbers, is included in this submittal. Berry will install up to three monitoring wells, one up-gradient and two down-gradient from the facility. The wells are scheduled for sampling twice a year. Berry will make every reasonable effort to sample nearby springs twice a year, depending upon climate conditions and the amount of water in the springs. The facility will be operated in compliance with the COGCC noise standards set forth in the Colorado Revised Statutes. It is not anticipated that operation of the pumps or generators at the facility will create a nuisance. The calculated sound output level at the closest property boundary will be 45.1 dB(A). A public nuisance or hazard will not be created. Berry Petroleum Company, LLC House Log Gulch Tank Farm Project Description Page 5 The facility will be operated for the life of the gas wells in the area. This is currently estimated to be 20 years or more. At the end of the economic life of the wells in the area supplying water to the facility, the site will be reclaimed by removing all surface facilities, grading to restore original contours, replacing topsoil, and revegetating the reclaimed area as outlined in the reclamation plan. Table 1. Status of Required Permits Permit Required Responsible Regulatory Agency Status Land Use Change Permit Garfield County Limited Impact Review Application Form 28 - Centralized E&P Waste Facility COGCC Received 2/10/2014, under review and awaiting approval Air Quality Permit CDPHE In process Stormwater Permit CDPHE Approved COR03H561, effective 1/25/2011; administratively continued 6/21/2011 Pipeline Development Plan Garfield County Not required. See narrative. Grading Permit(s) Garfield County GRAD-7-10-1640, issued 1/28/2010 Land Use Change Permit Garfield County Laydown Yard CUP approved and recorded 1/7/2011; reception #: 796962 Berry Petroleum Company, LLC House Log Gulch Tank Farm Project Description Page 6 THIS PAGE LEFT BLANK FOR TWO-SIDED DUPLICATION. Article 4-203.C Vicinity Map Berry Petroleum Company, LLC House Log Gulch Tank Farm OA Project No. 013-2977 PROJECT NO: DRAWN BY: DATE: 013-1573 BKR 11/21/2013 Vicinity Map Garden Gulch Tank FarmBerry Petroleum CompanyGarfield County, Colorado FIGURE V-1 760 HORIZON DRIVE, SUITE 102GRAND JUNCTION, CO 81506TEL 970.263.7800FAX 970.263.7456 PA R A C H U T E C R E E K R D T6S R96WT6S R97W T5S R96W T5S R95W Garden Gulch Tank Farm Private Access Road Public Roads 0 0.45 0.9 1.35 1.8 2.25Miles Article 4-203.D Site Plan Berry Petroleum Company, LLC House Log Gulch Tank Farm OA Project No. 013-2977 ------------------------------ HOUSE LOG GULCH TANK FARM ~i / / \\ 1 ~ >1 I I \ ~ \ EXISTING POND > / I I I SITE 1917 GLO BRASS CAP EAST 1/4 CORNER, SECTION 32 ------- EXISTING LATHAM 0-32 PAD I / I I I I I \ I I I \ J >I I \, // GRAPHIC SCALE :;o 100 200 400 -1~1 ---.1_1 ~~~I ( JN FEET ) I inch = 100 ft. LINN OPERATING ' 1917 GLO BRASS CAP SOUTH 1/4 COR, SECTION 32 SURVEYOR'S CERTIFICATE: INC. SECTION 32, T5S, R96W SECTION 2, T6S, R96W I hereby certify that the survey shown hereon was conducted under my d i rect supervision ond that the same is true and correct to the best of my knowledge ond ability. I I '-/ " // / Proposed Waterline '-/ ...... / --- 6" I / INC. ' I I CAP YICIN l'T'"r' MA!= I" : 212'12'12'' l-INN Of=>ERA i INC3 1 INC. ~ouoe ~o~ ~u~c~ TANK FA~M &E: 1/4 &E: 1/4 01= &E:CT ION ~2 T. & &., R. i:ih W., hTl-I F'.M . ( JOJO ENT. LLC ET AL 1917 GLO BRASS SE CORNER, SECTION 32 GARl=IEl..O COUNTY, COl..ORAOO Legal Description: A parcel of lond situated in the SE1/4 SE1/4 of Section 32, Township 5 South, Range 96 West of the 6th Principal Meridian, County of Garfie l d, State of Colorado, the perimeter being more particu l arly described for area as follows: Commencing at a found 1917 GLO brass cap in place for the SE corner of sa i d Secti on 32; Whence the 1917 glo brass cap in place for the South 1 /4 corner of said Sect i on 32 bears N88"23'17"W a distance of 2637.33 feet, wi th all bearing contained herein being relative to thereto; Thence N50"46'18"W a distance of 484.24 feet to the True Point of Beginning of the parcel described herein; Thence S67"11 '22"W o distance of 714.86 feet to the South line of sa i d SE1/4 SE1 /4, Section 32; Thence N88"23'17"W along said SE1/4 SE1 /4 a distance of 283. 79 feet to the SW corner of said SE1/4 SE1/4; Thence N01"42'04"E a l ong the West line of said SE1 /4 SE1/4 a distance of 590.03 feet; Thence N57"47'01"E a distance of 510.38 feet; Thence S39'46'14"E a distance of 771.14 feet to the True Point of Beginning, containing 11 . 77 acres, more or less. Notes: 1) Th i s survey plat as shown and descri bed is not a boundary survey and no monuments were set. The purpose of th i s survey and legal description is to descri be the perimeter and orea wi t hin Linn Operating, Inc. property for the proposed House Log Gulch Tonk Form. 2) Proposed i mprovements shown hereon supplied from Samuel Engineering, Inc drawing: Houselog_civilmodel, dated 1 /8/14. 3) Garfield County Zone District--RL, Plateau 4.) Basis of Bearings relative to the South Line of Section 32, Township 5 South, Range 96 West of the 6th P.M. in Garfield County, CO with a bearing of N88.23'17"W between the Southeast corner of said section, a 1917 GLO Bross Cap found and the South Quarter corner of said section, a 1917 GLO Brass Cap found. l!!llll:f;. ACCORDING TO COLORADO LAW YOO bWS1 COMMENCE .ANY LEGAL ACTION BASED UPai ANY DEFECT IN THIS SURl/EY MAP WITHIN THRE E YEARS AF'lER YOU FIRST OISCO'vtR SUQ-i DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVE'f MAP BE COMMENCED MORE THAN 'TEN 'r£ARS FROM THE OA. TE Of CERTIFICATION SHOMll HEREON . NASOllQ :~INIE !=~OJEC'T' A!=!=l-ICAN'T': I.INN OPERAT ING:, INC. 23& CAL.L.AHAN AYBNUE ~Al=cACMUTE , CO., &163& CONeTRUCT ION eU!iCY15Y&, INC. ~~12 &UN!ie l&15 BL. YO. &IL. T, CO 81E>&2 ~1~·81~·&1&J e lL.T F'!;cOF'El=cT'T" OUJNE!;c , I-INN OPl5RATING:, INC. DRAFTED BY: GB/TH SHEET 3 DA TE: 07 /08/14 DWG: 2006\HOUSELOG-SURVEY-TH SITE SURVEY MAP MOUOE bO~ ~UbCM TANK ~A~M olTUAT5D IN 051/4 051 /4 / o5CTION ~2/ T. & 0./ R. S6 UJ. 6th P.M. uAR~l5LD COUNTY COLORADO CONSTRUCTION SHEET INDEX: 1 PROJECT LOCATION MAP AND DRAINAGE BASIN PL AN 2 LOCATION MAP 3 SITE SURVE Y PLAN eroRMLUA iER COMPLI ANCE : eum mi t. ee r v i cee; G r o up 11S6 E. N apa P l ace Oenver, CO 80221 <S1 CZl ) 4 14-011Z8 Cont.a ct.: 6 . ..1. Rue;e;e 11 L AND O WNER : L INN OPERAi lNG, INC. 22& Ca l laha n A v e . Pa r achut e , CO 8 162& <S1!Z ) 28&-2 2CZl!Z Cont.a ct.e: i o m !-l oge I in VICINITY MA~ GRAPHIC SCALE &>00 c 2500 &ODO 10000 20000 ~--1-1 lliiiiiiiiiiiil~I ~~~I eU R Y E'r'OR : Cone;t.ruct.i o n e urve 1:1 e, In c . IZ IZ l2 e unri ee B lvd . eilt., co 0 16&2 (~1 !Z ) 8 1 6 -&1 &2 C o nt.act.: i::!iieo r 9e ea ue r ( IN FEET ) 1 inch = 5000!1.. EN G INEER : O leeon Ae;eoc iat.ee 1 60 1-!o rizo n D rive e uit.e ICZl 2 i::!ii r a nd Jun c ti o n, CO 81 &1Z6 (~1 0 >2 62 -1 81Z CZl Cont.a c t.: L o rn e C. Pr e eco t.t. C LI EN i: LINN OPERAi lNG , IN C . 22& Ca ll a ha n Ave . F'a r achu t.e , CO 8 162& (~1 0 ) 2 8&-2 200 Cont.act.e: i o m !-1 09e lin GENERAL NOTES: 1) THE FACILITY IS TO BE LOCATED IN THE SE1/4 SE1/4 SECTION 32 T.5S, R96W OF THE 6TH PM, LAT. 39·33'55"N & LONG. 108" 11' 13 " W, ELEVATION 8076 FEET MSL, GARF IELD COUNTY, COLORADO. 2) BERRY PETROLEUM, 235 CALLA H AN AVE, PARACHUTE COLORADO 81635 WILL BE THE COGCC OPERATOR OF THE HOUSE LOG GULCH TANK FARM. 3) BERRY PETROLEUM, 235 CALLAHAN AVE, PARACHUTE, COLORADO, 81635 IS THE SURFACE LAND OWNER FOR THE HOUSE LOG GULCH TANK FARM. 4) THE SITE IS CONSIDERED TO BE IN A SENSITIVE AREA. 5) THE AVERAGE ANNUAL PRECIPITATION RATE IS 16 INCHES/YEAR AND EVAPORAT ION RATE IS 40 INCHES/YEAR FOR THIS SITE. 6) THE SITE IS LOCATED ON THE EAST SIDE OF TRAIL RIDGE IN AN AREA OF ROLLING HILLS . THE GEOLOGY OF THE SITE CONSISTS OF SANDY CLAYEY SOILS FROM WEATHERED SANDSTONE, SILTS TONE AND CLAYS TONES OF THE UNITA FORMATION. SURFACE WATER DRAINAGE FROM THE SITE WILL GENERALLY TREND TO THE SOUTH INTO HOUSE LOG GULCH WH ICH TURNS INTO RED GULCH WH ICH FLOWS INTO WEST FORK AND UL TIM A TEL Y DRAINING INTO PARACH UTE CREEK . 7) THE ADJACENT LAND USE CURRENTLY CONSISTS OF CATTLE GRAZING WITH OIL & GAS DEVELOPMEN T SURFACE OPERATIONS. 8) ACCESS TO THE SITE IS LIMITED TO CATTLE RANCHERS AND OIL & GAS OPERATORS AL LOWED UP THE GARDEN GULCH ACCESS ROAD FROM THE SO UT H. LOCKED GATES ALONG THE CORRIDOR LIMIT ACCESS TO DESIGNATED PERSONNEL. 9) SEVERAL PERIMETER FENCES ARE PROPOSED TO CONTROL ACCESS TO THE WATER IMPOUNDMENT FACILITY. A 4 STRAND BARBED WIRE FENCE WITH A LOCKED GATE WILL ENCIRCLE THE PERIMETER OF THE SITE TO RESTRAIN LIVESTOCK AND UNAUTHORIZED PERSONNEL FROM ACCESS TO THE SITE. 11) A SURFACE STORMWATER DIVERSION PLAN HAS BEEN DES IGNED TO ACCOMMODATE THE 100-YR 24 HOUR STORM EVENT. CURR ENTLY, NO LARGE BODIES OF WATER EXIST WITHIN 1 MILE OF THE PROPOSED SITE. 12) BERRY PETROLEUM HAS PREPAR ED THE WASTE PROF ILE FOR THE CONTAINMENT SYSTEM IN ACCORDANCE WITH COGCC RULE 908.B.6. 13) NO KNOWN DEEP OR SHA LLOW GROUNDWATER WELLS EXIST WITHIN 1 MILE OF THE PROPOSED SITE. 14) BERRY PETROLEUM WILL OBTA IN THE GRADING PERM IT FROM GARFIELD COUNTY, PROVIDE THE FINANC I AL ASSURANCE REQUIRED BY COGCC RULE 704 AND PROVIDE THE CLOSURE PLAN FOR THIS FACILITY IN ACCORDANCE WITH COGCC REQUIREMENTS. LI Ener NA S OI, Q : LUi i CON&'!'~UC'!'I ON &U~YEY&, INC. IZllZl l2 &UN~1 ee BL.YD. e 1L. '!', co e 1e,,s2 'e1 1Z1-.S1&-S1S3 i=~Oi=E~'!'Y OWNE~: L INN OPERAi lNG , INC. DRAFTED BY: GB/TH COVER SHEET DATE: 07 /08/14 DWG: 2006\HL TF-SITEPLAN-TH GRAPHIC SCALE 1000 0 500 1000 2000 4000 I~ I 1--1----1 ( IN FEET ) 1 inch = 1000 ft. PROJECT ~OCAI ON MAP 4 DRA NAC:;E 6A6' N P~AN ~~O~OoED HOUoE LOu uULCH i ANK f=A~M o /iUAi50 IN 05 1/4 05 1/4 , o5C i/ON 2 2 , i. & 0 ., R . ~~ W. ~th P .M. ~ARF=/5 L.O COUN i Y CO L.ORAOO LI Ene NASO,l\Q .Lllll CON&iRUCi lON &lJRY5Y&, INC. ~~1 2 &UNR 1&5 6L.YD. &IL. i , CO 8 16&2 ~1~·816-S.1SJ FROF'ERT'r' OWNER : L INN OF=5R.Ai l N~, INC. sw~S'fei DRAFTED BY: GB/TH SHEET NO . 1 PROJECT LOCAT I ON MAP DATE : 07 /08/14 DWG : 2006\HLTF-SI TEPLAN-TH & DRA INAGE BASIN P L AN I " LINN/;--- 0 PERA-TING I I ' , ---::.----.:',,...- ',, INC 1_-____ I --- I I', \' I ,, I ,1 '.. / ! ' I ! ,f ~ ~ \ '- I I I y~ ;' ' I !/ ' I -l .. I • -\ I ------ I I ;· -~;'-. ·, : ;:'~-._..__ ; ... I I ,, ' I ' , ----- ! . ' , . ,.---I ' ,1 -_, I I I I I I I -------J2----~--r ----·-----·---- ' 1 I I I I I I ,, I , .. -........ _ .. _ .. I .,_• / I EXISTING 6" , ,, " == ; steel fiex ' .. _,,, . ..' r"' pipe ~~ ,'' .. .. ..... I\ ~ \ ·-· .- / "" I : < I "' I "'EXISTING 12" I WATER UNE L ... . " -----L \ L \ L ,.~, ;' -,, ' ;' ~ I ,, -l-1 ~ . ,,, I -' ------,--~_j ______ EXISTING ··-··-··-··-·· I I I I I I I I I I I I I I snNG I f rimr----- I LATIWI 0-32 I / ~ PAD ,,.. -1 \ L___ Proposed 6" \ ' FIOUo5 LOU; U.ULCFI iANK !=A~M GRAPHIC SCALE -400 0 200 400 800 1500 ~1----[ I 1---1 { IN FEET ) 1 lnch = 400 It. I J J;:XISTING'\ lla terline POND I I ~OCAilON MAF' "'-' I I I ' ' I ' / GRAPH IC SCALE NOTES: ks rf---i i ··i----32 1 00 KNOWN SURFACE WATER BUT NO GROUND WATER WELLS LOCATED WITHIN A 1 MILE PERIMETER OF PROPOSED WATER IMPOUNDMENT FACILITY. ( IN FEE T ) I lnch = 600 IL F'ROF'OoED ~OUoE ~o~ ~u~c~ i ANK ~ARM CON&'T'RUC'T'ION &URV!Y&, INC. i:?Ji:?J l:2 e,uNR l ee eL. VO. S ITUAT ED IN &E 11 4 &E 11 4 , S E C TI ON ~~, i. & &., ~-~~ u.J. ~th P .M. C:i:A ~l=I E 1..0 COUN TY C0 1..0~A OO LI Energy NASDllQ:LI II I Si l l. 'T', CO e1'1:lS:2 '=ii:?J-ei6-SiS3 F'l'i!OF'ER'T'.,.-OWNER : I.INN OFEl=i!AT INC:,:, INC. DRAFTED BY: GB/TH SHEE T NO . 2 DATE: 07 /08/14 DWG: 2006\HL TF -SITEPLAN-TH LOCATION MAP 1 2 3 \ \ "fr \~ \,~ \ ce.. \\ 'V \ \ A B \ c 0 GUN BARREL TK-100 AND OIL TANK TK-120 WITH SECONDARY / //CONTAINMENT / ,.// E \ \ "fr \ \~ \\ 1-k .. \CV \ \ "----"' ·"'· -WORK POINT# 3 \ \\\ . \ MAXIMUM CONTAINMENT ELEVATION= 8082.5' -----·-··--'"·--··- ----'--y--------------0--1 I I _ _\-~---jj-t-PRIMARY CONTAINMENT--~ --(ULTIMATE) _ ••• ··/ / / ,//// // __-·----E PRODUCED WATER TANK TK-202 (FUTURE) N 1 642 225.95 E 2 242 428. 75 EL 8127.00 • \ ._, \\ 1· \ VAPOR COMBUSTION UNIT H-500 AND \\ DRAIN TANK H-501 ~ I I PRODUCED WATER TANK TK-201 \\\ I -~' ,\ PRIMARY CONTAINMENT PRODUCED WATER TANK TK-203 (FUTURE) \ .-·--/.. /,/·/' J-_ ____ _:0:::__::14:..'...1 'i(TY~P.),___/,,..•'tt1ttt ·---------------------·--:r----- \ (PHASE 1) \ -----~----WORK POINT# 1 N 1 642 223.34 130 :BB~'/ .. // I //// / Ill! I SECONDARY CONTAINMENT BERM ELEVATION= 8082.5' VOLUME = 143,000 BBL's \ \ \ WORK POINT# 2 N 1 642 122,86 E 2 242 709.29 EL. 8 073.75 SUMP PITS '\\- \\ \\\, E 2 242 681.13 EL.8076.50 TANK BASE AND BOTIOM OF CONTAINMENT -EL= 8076.50 AND PUMPS P-206 AND P-207 CONTAINMENT BERM 3' WIDE TOP BENCH WITH 2H :1V SIDE SLOPES \ \ BASE OF CONTAINMENT BERM ELEVATION= 8077.20'. ' TRUCKLOADOUT -...;:---;:-=-===~~-i"' //'( ,_____ .\' \ OAF BUILDING // (FUTURE)/ ~------/// I // F PROPOSED SECURITY FENCE TO CONNECT TO THE EXISTING FENCE ~-Y------BASE OF CONTAINMENT BERM I I ELEVATION= 8077.20' 3' HIGH CORRUGATED STEEL CONTAINMENT SYSTEM. REFERENCE STRUCTURAL DRAWING 13041..SC-100 FOR DETAILS. f'-.i,/j~'!j;1--f/-1 -71 FUEL GAS !! _ _;_.----:1-GENERA TOR PAD -I __:.--!---PUMP HOUSE EXISTING MARATHON OIL LAYDOWN YARD AND MAN CAMP ms document is copyrighted and CH JK JK D RE-ISSUED FOR PERMITTING 01-03-14 MAS SCALE 1" = 30' DATE CLIENT• BERRY PETROLEUM COMPANY is an instrument of service by l-----i----------------ll---+-+-+--J-+----------------f---t-+--!---t-+-t--t""-'="="--'-=C:.:::=:..:..:::-=---------r-:-::_:-~-=-:-:-::f---:-=--:-;:----1-::;-;:--.;::;:-;--.:;j SamuelEngineertng(SE). !twas CH JK JK c RE-ISSUEOFORPERMITTING 11-08-13 MAS DESIGNED> MAS 08-12-13 prepared solely for the Owne~slCllent'suseDnthis CH JK JK B 10-10-13 MAS DRAWN MAS 08-14-13 project only. Use, oopy or ISSUED FOR PERMITTING disclosure of any information LOCATION GARFIELD COUNTY, co shown,inwholeorinpart,without CH JK JK A ISSUEDFORREVIEW 08-16-13 MAS cttec«o: SE S I Eng· 'ng SE~consent,isstrictlyprohibiled, 1-----+---------------ll---t---l--1-+-l---------------+--+--t-+-J---+-+-+==~'-'..:::='.__----------r--r-1--------1--1 amue 1neen lsacopyrightbreachandmaybe DFSCRIPT!ON NO. DESCRIPTION DATE SY i-" !-0::: NO. OESCRIPllON UAJE BY APPROVED: ..,_"' We Provide Solutions prosecuted. Any unauthorized owG NO. 5 ffi 5 ffi ftl W: ~ ~-• 8450 E. Crescent Parkway, Suite 200 Phone: 303.714.4840 reuseshallbea1thesoleriskaf !z: w~ w~ t5 1--'-----------------,__ _ __.._-t "wz "o~z o' 0 6 F 303714 4800 w oz i:l~ w REVISIONS ' u~ REVISIONS APPROVED• GreenwoDdVillage,C080111 ax: .. theuser REFERENCE DRAWINGS iJ il'~ ~ffi 6 d ll''i! il'~ ~ A B n E F G H NORTH o· 20· 40· 80' 120· "liiiiiiiiiil"'~~iiiiiiiiiiiiiii~~~ SCALE: 1" = 40' GENERAL NOTES: 1. THE BERRY PETROLEUM HOUSE LOG TANK FACILITY PROJECT IS LOCATED IN THE SOUTHEAST PORTION OF SECTION 32, TOWNSHIP 5S, RANGE 96W, 6th PRINCIPAL MERIDIAN, GARFIELD COUNTY, COLORADO. 2. SITE TOPOGRAPHIC SURVEY PROVIDED BY CONSTRUCTION SURVEYS. INC. 12 SUNRISE BLVD, SILT COLORADO DATED AUGUST 21, 2013. BASIS OF BEARINGS IS NAO 83 COLORADO STATE PLANE, CENTRAL ZONE, US FEET. VERTICAL DATUM IS NAVO 88. 3. A SITE BENCHMARK WILL NEED TO BE ESTABLISHED FOR BOTH HORIZONTAL AND VERTICAL CONTROL COORDINATE WITH BERRY PETROLEUM COMPANY PERSONNEL PRIOR TO BEGINNING GRADING OPERATIONS. 4. REFER TO GEOTECHNICAL INVESTIGATION PREPARED BY YEH AND ASSOCIATES, INC., PROJECT 213-015, DATED JUNE 05, 2013 FOR ALL EARTHWORK, PREPARATION, EXCAVATION AND PLACEMENT RECOMMENDATIONS. 5. CALL UTILITY LOCATE 811 FOR ALL EXISTING UNDERGROUND UTILITIES PRIOR TO ANY CONSTRUCTION ON THIS SITE. 6. CUT AND FILL SLOPES SHALL BE 2H: 1V UNLESS NOTED OTHERWISE. 7. WORK SHALL BE DONE IN ACCORDANCE WITH THE EXCAVATION AND BUILDING CODE REQUIREMENTS OF GARFIELD COUNTY, COLORADO AND PROJECT PLANS. CONTRACTOR TO ENSURE COMPLIANCE WITH THE PROJECT PLANS DURING GRADING OPERATIONS. 8. PRIOR TO COMMENCING GRADING OPERATIONS, ALL VEGETATION AND ORGANIC SURFACE MATTER SHOULD BE STRIPPED FROM THE SURFACE. STRIPPING DEPTHS RANGE FROM 4" TO 12" BASED ON SOILS BORINGS. LEGEND -------807;;---- --8070-- ------------- ---------- TITLE DENOTES FLOW DIRECTION MAJOR CONTOUR (EXISTING) MINOR CONTOUR (EXISTING) MAJOR CONTOUR (PROPOSED) MINOR CONTOUR (PROPOSED) CHAIN LINK FENCE (PROPOSED) EXISTING SECURITY FENCE (TO REMAIN) EXISTING SECURITY FENCE (TO BE REMOVED) TOE OF FILL TOP OF CUT PROPERTY LIMITS EXISTING DRAINAGE Know what's below. Call!mfom you dig. PROJECT NO. HOUSE LOG TANK FACILITY 13041-01 CIVIL OVERALL SITE PLAN AND GENERAL LAYOUT G DRAWING NUMBER 13041-CE-0101 H 1 2 3 4 REV. D Article 4-203.E Grading and Drainage Plan Berry Petroleum Company, LLC House Log Gulch Tank Farm OA Project No. 013-2977 1 2 3 A ~ -- --N 1 641 800.68 E 2 242 401.15 - EL. 8 077.20 __ ---CONTAINMENT --TOP LIMIT --- - N 1 641 793.02 -E 2 242 393.82 EL. 8 082.50 - CONTAINMENT -----BOTIOM ::/' _/ / -~ --N 1 641 789.91 MAINTENANCE ACCESS ----- N 1 641 945.32 . __ --E 2 242 689.48 EL. 8 076.89 B ~8090 - ' \ \ I / POINT 8076.00 / I / I I I c • HIGH POINT""- 8076.00 PROPOSED SECURITY FENCE / 1' ±NORTH AND EAST OF THE //GUN BARREL ACCESS ROAD x.. -~ ~ ~- '( \/ ' \ 'I , c \ N 1 641 934.95 E 2 242 871.54 EL. 8 071.99 -~~-=-~=--~_..........---- D ------=----=--- 8075.31 //- / 8075.00 ;{o75.oo 8073.14 -CONTAINMENT ~ \ CONTAINMENT / BERM \ BOTIOM ROAD PT N 1642014.94 N 1642017.55/'N1642041.65 E 2 242 773.26 EL. 8 082.50 E 2 242 759.21 EL. 8 077.20 ROAD PT/Pl ..--N 1 642 003.96 E 2 242 802.39 EL. 8 077.49 E 2 242 809.84 EL. 8 076.70 E \ \ ~ CONTAINMENT ·· · \ -"' BOTIOM (BENCH 1 · I \ \'T,, N 1 642 318.49 N 1642249.16 \l/b I,\ i • E2242617.51 E 2 242 457.61 " I EL 8 077 20 EL. 8 124.00 ' 1\( i 'I I i I \ I ' I I 1' ·1 1\\ l ' ' ) I : r ' I:• /I CONTAINMENT I ' \ l\ I \ I ROAD Pl N1642116.44 E 2 242 850.21 EL. 8 078.02 TRUCKLOADOUT TOP LIMIT I ·, I\\ N 1642315.35 1 l: HIGH POINT 8 76.00 SUMP PIT #2 P-207 N 1 642119.43 E 2 242 727 .33 EL. 8 072.33 ·- /METERING / I I }\I -------~of' REC.\; TANK ' \ I I DAF (FUTU~E) / " F CONTAINMENT TOP LIMIT N 1 642 399.95 E 2 242 581.19 EL. 8 082.50 CONTAINMENT TOP LIMIT N 1642424.16 E 2 242 587.40 EL. 8 082.00 CONTAINMENT BOTIOM / N 1 642 400.22 //// ~c. ~~7~9;020 CONTAINMENT BOTIOM N 1642411.26 E 2 242 595.03 EL. 8 077.20 END BERM N 1 642 421.47 E 2 242 607 .85 EL 8 082.53 : . ....__ I ' I I I ! ;' """" ... I \ i--'"1---\ I CONTAINMENT I \-I BOTIOM \ I I I -/' \ ; , N 1 642 365.50 \. ! 1 -~/ I E 2 242 773.58 /------f EL. B 077.20 // i / /////~;~ 1 I l \\ 1; ////;:Jlf!i CONTAINMENT '>' Jr"'·-· --/1"--BERM 7!//.'f/!;71tti~ \ ,/ /i/ I N 1642377.38 / /: _;,.-/1 I \\!'\~ , E 4 I , •\ 2 2 2 782.02 = . ; · , \ EL. 8 082.50 ''/ ' 1 .-; r ;\\ / I I I \ , I f, \. ,1 ! / .. 1 1" I co'NTAINMENT I I I I . BOTTOM II I I 1 I I I I N 1642288.79 / ( I ,' I I I I ' I II ' I l I I . ' ' / E 2 242 824.59 EL. 8 077.20 / I ! ( I I / BENCH CORNER I ' I I I I ! //.!; I/ 11 /'I I JI I/ • • I GENERATOR I : . . I I / / BENCH CORNER N1642151.75 E 2 242 943.63 EL. 8 078.00 ROAD PT N 1642055.12 E 2 242 964.88 EL. 8 074.11 N 1642294.12 E 2 242 837.21 EL. 8 082.50 CONTAINMENT BOTIOM \ N 1 642 190.77 \ EXISTING MARATHON OIL LAYDOWN YARD AND MAN CAMP This document ls copyrighted and SCALE; 1" = 40' DATE CLIENT; BERRY PETROLEUM COMPANY is an instrument of service by l-----J.----------------l~-+-+-t--l:-f-----------------+--+-+--l--+-+-J--+---------------1--1-1---:-:-:-::-----T-:=-:-::--;:::-I Samuel Engineering (SE). It was DESIGNED: MAS 09-16-13 prepared solely for the Owner's/Client's use on this 01-03-14 MAS DAAWN: MAS 09-23-13 project on~. Use, copy or TH CH JK B RE-ISSUED FOR PERMlffiNG disclosure of any information LOCATION GARFIELD COUNTY, co shown,lnwholeorinpart,without TH CH JK A 10-11-13 MAS CHECKED: 10-11-13 S IE • • SE's consent, is strictly prohibited, 1-----J.----------------1--+-+-t--l:-+----------------+--+-t--l--+-+-t--+l::.:55:.:U.::;ED"'Fc..;O:.;.;Rc.;.P.::;ER.::;M::;;ITT'-'-l::.:N.=.G _________ l __ ,ll-------,-----, s E amue ng 1neen ng is a r.opyright breach and may be DWG NO. D Es c R ! p TI 0 N I-a:; I-a:: NO, "J Es c R l p r I 0 N DATE BY 1--a:; I-a:: NO. D Es c "'! p TI 0 N lJATE: BY APPROVED: ·~-"' We Pro vi de Sofutions prosecuted. Arry unauthorized u w u ~ u ~ tel lli • 8450 E. Crescent Parkway, Suite 200 Phone: 303.714.4840 reuseshallbeatthesoleriskof ~ ~~ wz !i 1--'-----------------'---~--i ~ a~ 3~ 5 APPROVED. GreenwoodVillage,C080111 Fax: 303.714.4800 theuser REFERENCE DRAWINGS a ~~ ~~ ?) REVISIONS a ~~ R'~ !) REVISIONS A B c D E F G H NORTH O' 20' 40' 80' 120' liiiiiiiiil""~~iiiiiiiiiiiiiii~~~ SCALE: 1" = 40' NOTES 1. THE BERRY PETROLEUM HOUSE LOG TANK FACILITY PROJECT IS LOCATED IN THE SOUTHEAST PORTION OF SECTION 32, TOWNSHIP 5S, RANGE 96W, 6th PRINCIPAL MERIDIAN, GARFIELD COUNTY, COLORADO. 2 SITE TOPOGRAPHIC SURVEY PROVIDED BY CONSTRUCTION SURVEYS, INC. 12 SUNRISE BLVD., SILT COLORADO DATED AUGUST 21, 2013. BASIS OF BEARINGS IS NAD 83 COLORADO STATE PLANE, CENTRAL ZONE, US FEET. VERTICAL DATUM IS NAVD 88. 3. SEE DRAWING 13041-CE-0100 FOR OVERALL SITE PLAN & GENERAL NOTES. 4. SEE DRAWING 13041-CE-0202 FOR GUN BARREL ROAD ACCESS GRADING PLAN. 5. SEE DRAWING 13041-CE-0203 FOR GRADING SECTIONS. 6. UNLESS OTHERWISE NOTED, ELEVATIONS SHOWN ON THIS DRAWING ARE TO TOP OF FINISHED SURFACING. 7. PROPOSED CONTOURS ARE SHOWN AT A 1 FT. INTERVAL CONTOURS AND SPOT ELEVATIONS ARE TO TOP OF FINISHED SURFACING (TYP.). 8. ALL CUT AND FILL SLOPES ARE 2H: 1V UNLESS OTHERWISE NOTED ON THE DRAWING. 9 CONTACT THE GEOTECHNICAL ENGINEER PRIOR TO COMMENCING GRADING OPERATIONS TO PROVIDE CONTROL OF THE CUT AND FILL OPERATIONS. 10. ACCESS ROAD CENTERLINE RADII ARE 50' UNLESS OTHERWISE NOTED ON THE DRAWING. LEGEND ---8075--·- --8070-- TITLE HOUSE LOG TANK FACILITY CIVIL GRADING PLAN SHEET 1OF2 G DENOTES FLOW DIRECTION MAJOR CONTOUR (EXISTING) MINOR CONTOUR (EXISTING) MAJOR CONTOUR (PROPOSED) MINOR CONTOUR (PROPOSED) CHAIN LINK FENCE (PROPOSED) EXISTING SECURITY FENCE (TO REMAIN) EXISTING SECURITY FENCE (TO BE REMOVED) TOE OF FILL TOP OF CUT PROPERTY LIMITS EXISTING DRAINAGE Know what's below. Call before vau 111g. PROJECT NO. 13041-01 DRAWING NUMBER 13041-CE-0201 H REV B 1 2 3 4 Culv e r t Fill Slope Toe Ditch Roadside Ditch Sediment Trap Diversion Ditch Rock Armor Compacted Earthen Berm Legend Culvert Culvert ON-SITE DRAINAGE PLAN 7796 E. Napa Place, Denver, CO 80237 Mobile: 970-812-2293 • Main: (800) 540-7967 • Fax: 720-224-9104 Visit our website at: www.summitservicesgroup.com "The right people, the right gear, the right plan NOTES: 1). THE HOUSE LOG TANK FACILITY IS LOCATED ON PRIVATE PROPERTY OWNED AND OPERATED BY BERRY PETROLEUM COMPANY. 2). POTENTIAL DRAINAGE BASINS IMPACTED BY THE FACILITY: A. HOUSE LOG GULCH - LOCATED 100 FEET TO THE SOUTH OF THE PROJECT SITE. B. PARACHUTE CREEK – LOCATED 3.5 MILES EAST OF THE PROJECT SITE. SEDIMENT TRAP DESIGN (EPA STORMWATER BMPs): EXISTING SEDIMENT POND #3 SEDIMENT POND BASIN 3 = 5767 SQ. FT. BASIN 4 = 77532 SQ. FT. TOTAL AREA = 83,300 SQ. FT. (1.92 ACRES) MINIMUM CAPACITY REQUIRED: 1,800 CU. FT. X 1.92 ACRES 3420 CU. FT. 60' x 60' 2' EXISTING POND ESTIMATED TO BE: TOTAL VOLUME: 7200 SQ. FT. TRAP # 1&2 SEDIMENT TRAP BASIN 2 = 21,600.3 SQ. FT. TOTAL AREA = 21,600.3 SQ. FT. (0.5 ACRES) MINIMUM CAPACITY REQUIRED: 1,800 CU. FT. X 0.5 ACRES 900 CU. FT. V = (0.4)(21,600)(3) = 25,920 CU. FT. (TRIAL AND ERROR DEPTH) 25,920 CU. FT. / 900 CU. FT. =28.8 FT. (ROUNDED TO 30 FT) DIVERSION DITCH DESIGN: DIVERSION DITCH #1 APPROX. LENGTH TO TRAP #1 = 650 LINEAL FT. (APPROX. 6.5 FT. ELEVATION DROP) DIVERSION DITCH #2 APPROX. LENGTH TO TRAP #2 = 680 LINEAL FT. (APPROX. 6.8 FT. ELEVATION DROP) DIVERSION DITCH #3 APPROX. LENGTH TO TRAP #3 = 770 LINEAL FT. (APPROX. 7.7 FT. ELEVATION DROP) DIVERSION DITCH #4 APPROX. LENGTH TO TRAP #3 = 420 LINEAL FT. (APPROX. 4.2 FT. ELEVATION DROP) SLOPE DITCH MINIMUM 1% TOWARDS TRAPS 16' 3' 4' 1 2 30' 3' 5' 1' 1' 1 2 RUN ON POTENTIAL 1). RUN ON POTENTIAL EXISTS ALONG THE NORTHERN PERIMETER OF THE SITE. A RUNON DIVERSION DIRT BERM WILL BE CONSTRUCTED ALONG THE TOP OF THE NORTH CUT SLOPE TO DIVERT FLOWS FROM ENTERING THE SITE. RUN OFF STRUCTURE CALCULATIONS 1). REFER DRAWINGS AND CALCULATIONS BELOW FOR SEDIMENT TRAP, EXISTING SEDIMENT POND AND DIVERSION DITCH. CALCULATIONS BASED UPON 25 YEAR 24 HOUR STORM EVENT. Ditch #1 Ditch #2 Sediment Trap #1 Ditch #3 Sediment Trap #2 Ditch #4 #3 1 2 3 This document is copyrighted and is an instrument of service by Samuel Engineering (SE). It was prepared solely for the owner's/Client's use on this A ., "-....,,"', ·-' ..... ,, B ROAD Pl N 1 641 947.16 E 2 242 299.52 EL. 8126. 15 ROAD PT -, N 1 641 929.56 E 2 242 295.57 ROAD Pl EL. 8 125.36 (_'-,, N 1 641 890.48 E 2 242 293.99 EL. 8 122.61 ROAD PT N 1 641 873.49 / / -::-::-::-:::-:-:-::-:::~/~ / E 2 242 296.25 / EL. 8121.13-/ .-·-"/ . -/!/,; ROADPI/,/ /1 ,-·' I N 1 641 816.58 "/ ",, IE 2 242 314.19 "-, I ,/ '-,!_ EL.8115.16/' I ;-•c: ROAD PT / / /--· N 1 641 804.64 I / .... ~~ E2242319.79 I -"'- / -EL. 8113.86 I '; ;-ROAD Pl . / . I ; /" ·--N 1 64176628 -" I ' / ___ ·--~ . E 2 242 344.51 -" " I . I --·-~/-. EL. 8109.43 .. I 111 ROAD PT --------/ I _____ , _,..,.-__,,. -N 1 641 747.85 GRADEBREAK N 1 642 021.82 E 2 242 328.21 EL. 8127.90 c N 1 642 118.01 E 2 242 370.47 EL. 8 130.82 \ '",,,, ROAD PT N 1 642 246.69 E 2 242 411.54 EL. 8 126.68 ROAD Pl N 1 642 216.44 E 2 242 395.21 EL. 8 127.37 ROAD PT N 1 642 204.02 E 2 242 390.51 EL. 8 127.73 D --,,,,. ltJ. ',,,~<.;oo "-RO~~;I ''· ,. N 1 642 260.47 ~-, E 2 242 422.40 EL. 8125.65 END ACCESS N 1 642 327.97 E 2 242 497 .82 EL. 8116.90 / / I / . 130,000 BARRELS I (FUTURE) ( I / ' I I I 130,000 BARRELS I ' (FUTURE) I ' ). I r I / Ill I I ;Ill I / / I / E / / / ''·,,,''-,-.~~000 BARRELS . '"-, / ·-,'-·,", / ''-..;.(' EDGE OF EXISTING CREEK SCALE 1' : 50' DESIGNED: MAS / I / / / I ,/ /' I ' /; I / / '/ I I' " // / . SITE ACCESS N 1 641 932.77 E 2 243 010.67 EL. 8 063.76 F "·,." EXISTING ACCESS ', ROAD (14') I --, DATE CLIEN1' BERRY PETROLEUM COMPANY 09-16-13 project on~. Use, oopy or CH JK B RE-ISSUED FOR PERMIITING 01-03-14 MAS DRA""• MAS 09-23-13 disclosure of any information LOCArlON GARFIELD COUNTY, co APPRO\IEJ: shown, In whole or In part, without JK JK CH A 10·11· 13 MAS CHECKED• 10-11-13 SE's consent, is stricUy prohibited, 1------+-------------------t---l---l--if---t---+-------------------+----+--+--+--+--+--t--+l-S_SU_E_D_F_O_R_P_E_R_M_IIT_IN_G ___________ -t-----i~--ir-----------r----• is a oopyright breach and may be SE Samuel Engineering We Providra Solutions DESCRlPT!ON NO DESCRIPTION BY DESCRIPTION DATE BY DWG NO, NO. prosecuted. Any unauthorized reuse shall be at the sole risk of the user. REFERENCE DRAWINGS ~ u w I u REVISIONS l--'-------------------.._ __ ....,_-1-----------+-----j ••-• 8450 E. Crescent Parkway, Suite 200 Phone: 303.714.4840 Fax: 303.714.4800 REVISIONS Greenwood VIiiage, CO 80111 A B c D E F G H NORTH O' 50' 100' 150' ;;;;;;;;;;;;;;iiiiiiiiiiiiiii~~~ 25' ----SCALE: 1' = 50' NOTES 1. WIDEN EXISTING ACCESS ROAD TO 30' WIDE FROM MARATHON SITE TO THE HOUSE LOG SITE ENTRANCE. 2. THE ACCESS ROAD TO THE GUN BARREL AND OIL TANK IS A 10' WIDE GRAVEL ACCESS AT 10% MAXIMUM GRADE. 3. THE CENTERLINE RADIUS FOR ALL CURVES IN THE ACCESS ROADS WILL BE50'. 4. REFERENCE DRAWING 13041-CE-0201 FOR SITE AND CONTAINMENT GRADING CONTROL. 5. REFERENCE DRAWING 13041-CE-0101 FOR SITE PLAN, GENERAL LAYOUT AND DRAWING LEGEND . Cl'l~. u TITLE Know what's below. call before you dig. PROJECT NO. HOUSE LOG TANK FACILITY 13041-01 CIVIL DRAWING NUMBER GRADING PLAN • GUN BARREL ACCESS SHEET2 OF 2 REV. 13041-CE-0202 B G H 1 2 3 4 c Ul TI "' 0 c" 0 I w (_) I '" r-=1 ~, / ~ "' " 0 0:2 , .... "<( ·s:,, ;_::;-.--, ,/(j Oo <( ' 1 2 3 ~~:J) >rn 4 :::::::i =:=i i;5N -'~1-....... _y_ '.'-1 c __ :~cc 1.Z U• -'~ 6 vlr.:.! m '-- " o o/ I I "' I A B 8150 GUN BARREL ACCESS ROAD I c I i ---------- D I I I --..:.. -I • = E !; I : F G 141' (TYP.) EXISTING GROUND I I PRODUCED WATER TANK TK-203 (FUTURE) I I I I I PRODUCED WATER TANK TK-202 (FUTURE) I I PRODUCED WATER TANK HIGH WATER EL.= 8082.17 I I I 81001---_~__;_·~--==-+.c!!\\!!!,,;--~+-~~~+-__:.,c--~+-~~I I I I :1 --....... I i TOP OF PRIMARY CONTAINMENT I ' TK-201 130,000 BBL'S. '-:-;;f\.:--~-4--_J_~-+-'~'---2 ----- • I I I I . I 1 ~L.~079.5 - - -~;;ti_ PRIMARY CONTAINMENT CORRUGATED STEEL PHASE 1 • EL. = 8079.5 -------- PROPOSED GRADE 0+50 1+00 8150 8127.00 1+50 ~ CONTAl~MENT DRAINAGE CHANNEL (TYP.) 2+00 2+50 3+00 3+50 PRIMARY CONTAINMENT, CORRUGATED STEEL FOR PHASE 2 CONSTRUCTION 4+00 4+50 {iJt SECTION 13041-CE-0203 ~ 5+00 SCALE: 1" = 40' HORIZ, 1" = 20' VERT. GUN BARREL I ~PRIMARY CONTAINMENT, CORRUGATED STEEL TOP EL.= 8130.0 ) i ' ' __ ,__ ' 1..1.:: == - - - - - -==::::::., ~ 20' 5+50 6+00 TANK BASE AND BOTTOM OF CONTAINMENT EL.= 8076.50 6+50 7+00 7+50 I I PRODUCED WATER TANK I __.--i--wECEIVING TANK (FUTURE) 1 " : 8100~-~--~--~--~---~~--~..-t~--~--t-~~~.......;~- 2' ........ I ---' I I HIGH WATER EL.= 8082.17 8076.50 - TK-202 (FUTURE) I l:......+~--+~~~--1~--11---~1---~1--~~~~ I I I I I lt--1 _ __;_·· 1 % (TYP) ,;,;_;;_;;,;,;_;;_;;;:;_i,'"" I I I I PROPOSED GRADE ------ "["'-" - -__;,_ ' ' --: ) -..... ---- \._CONTAINMENT BASE SLOPES 1% FROM BERM TO PRIMARY CONTAINMENT - EXISTING GROUND I 2 8100 TOP OF CONTAINMENT BERM EL. = 8082.5 CONTAINMENT@ TOE OF BERM· EL.= 8077.2 8+00 8+50 8100 8050 8000..._~~~-'-----'~~·'"--~-'--~-'-----'-~-L~~-'-~...l.-~--'-~--'-~-'-~-l.....~-l..~--''---~~-L~-'---'--~-'--~-'-~--"~~"'-~~~....JI.~~'--~-'-'~...;...~--'~~...._~_._~~~--> 8000 0+00 0+50 NOTES 1. REFERENCE DRAWING 13041-CE-0101 FOR SITE PLAN INFORMATION. 2. REFERENCE DRAWINGS 13041-CE-0201AND0202 FOR SITE GRADING. 3. REFERENCE DRAWING 13041-CE-0203 FOR SITE SURFACING INFORMATION 4. REFERENCE STRUCTURAL DRAWINGS 13041-SC-100 FOR PRIMARY CONTAINMENT INFORMATION. 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 ('00 SECTION 13D41-CE-0203 ~ 5+00 SCALE: 1" = 40' HORIZ, 1" = 20' VERT. 5+50 SCALE AS-NOTED 6+00 6+50 7+00 7+50 8+00 8+50 DATE CLIENT BERRY PETROLEUM COMPANY 4" CRUSHED GRANITE SURFACE 3' •I I• H BENTOMAT OR SPRAY-ON CONTAINMENT LINER (ALL SURFACES INSIDE OF CONTAINMENT AREA TO EL. 8082.5) EARTH BERM COMPACTED TO 95% MPD NO SCALE Know w11ars below. - Call before you dig. TITLE PROJECT NO. This document is copyrighted :and is an instrument of service by Samuel Engineering (SE), It was prepared solely for the Owner's/Client's use on this CH JK c 01·03·14 MAS DESIGNm MAS 08-07-13 HOUSE LOG TANK FACILITY 13041-01 RE-ISSUED FOR PERM!ffiNG projectonly, Use,copyor 01-11-13 MAS ORAWN MAS 08-08-13 LocATION GARFIELD COUNTY, CO disclosureofanyinformation l-----+-------------t---+--l--f---1f--+--------------+----l--+-+---+---+-+-+==::..:.:.::..:..::.::=.:=-------+---+---1f--------f-----t-------------------i CIVIL shown, in whole or in part, without @ SE'sconsent,~strictlyprohiblted, OB·OB-13 MAS CHECKEOO JK 08-08-13 S I E . . GRADING SECTIONS isacopyrightbreachandmaybe 1-----+-------------t---+--l--+---il--+-------------+---+--+-+--+---+-+-+"=;..;.;;.;,;.;,,;;;.;;.;,;.;.;=-------+---+---i'--------r-----; amue ng1neer1ng prosecuterl. Any unauthorized LJWG NO, DE s c R ! p TI 0 N DE s c RI p TI 0 N DATE BY APPROVED: We Provide Solutions reuse shall be at the sole risk of 8450 E. Crescent Parkway, Suite 200 Phone: 303.714.4840 the user. REFERENCE DRAWINGS REVISIONS APPROVED• Greenwood Village, CO 80111 Fax: 303.714,4600 CH JK B ISSUED FOR PERMITIING CH JK A ISSUED FOR PERM!ffiNG DATE 8Y . " -ffi NO . DESCRIPTION • uW uw ~ wU ~~ z "~ u w o< Ou w REVISIONS ~ [:; ocz I u ow u t; 5 . " NO . • uw wU WW ~ z a'f aG 0 ~ w oc< ocz I u ol< ow 0 DRAWING NUMBER ROV 13041-CE-0204 c A B c D E F G H 1 2 3 4 Article 4-203.E.16 Stormwater Management Permit and Plan Berry Petroleum Company, LLC House Log Gulch Tank Farm OA Project No. 013-2977 STATE OF COLORADO John W. Hickenlooper, Governor Christopher E. Urbina, MD, MPH Executive Director and Chief Medical Officer Dedicated to protecting and improving the health and environment of the people of Colorado 4300 Cherry Creek Dr. S . Laboratory Services Division Denver, Colorado 80246-1530 8100 Lowry Blvd. Phone (303) 692-2000 Denver, Colorado 80230-6928 Located in Glendale, Colorado (303) 692-3090 http://www.cdphe.state.co .us June 21, 2012 Jam es T Albi, Piceance Basin Mgr Berry Petroleum Co 1999 Broadway Ste 3700 Denver, CO 80202 RE: Renewal of Permit/Certification Administrative Continuation For: Construction Staging Area Colorado Department of Public Health and Environment Located at: Garden Gulch Rd & House Log Gulch, Uninc, Garfield County Permit No.: COR03H230 Dear Mr. Albi; The Division has received an application to renew the above permit/certification. It has been determined that there is sufficient information to make this permit/certification eligible for renewal. More information may be requested by the Division as progress is made in developing a new permit/certification for the above listed facility. This information must be made available to the Division when requested to complete the permit process. The Division is currently in the process of developing a new permit or master general permit and associated certification for the above permitted facility. The development and review procedures required by law have not yet been completed. When the discharge permit issued to you for your facility expired on June 30, 2012 your permit is administratively continued and remains in effect under Section 104(7) of the Administrative Procedures Act, C.R.S. 1973, 24-4-101, et~ (1982 repl. vol. 10) until the new permit/certification is issued and effective. All effluent permit terms and conditions in your current permit will remain in effect until your new permit/certification is issued and effective. PLEASE KEEP THIS LETTER WITH YOUR PERMIT AND SWMP TO SHOW CONTINUATION OF PERMIT COVERAGE. Sincerely <'o g r/~J l .J.t.:,tY ....:.-;-'! I I Debbie Jessop Permits Section WATER QUALITY CONTROL DIVISION xc: Permit File STATE OF COLORADO COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT WATER QUALITY CONTROL DIVISION TELEPHONE: (303) 692-3500 CERTIFICATION TO DISCHARGE UNDER COPS GENERAL PERMIT COR -0300000 STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITIES Certifica t ion Num b er: COR03H230 This Certification to Discharge sp e cifically authorizes: Be rry Petrole um Co to discharge stormwater from the facility identified as Construction St aging Area to: House Log Gulch to Parachute Cr eek -Colorado Riv e r Const r uction Activiti es : Oil and Gas Pro d uction and/or Exp to r at ion, Fa cil ity Located at : Ga r den Gul ch Rd & House Log Gulc h, Uni nc Garfie l d Cou nty, CO 00000 latitude 39.566, Longitude -108.184 Certification is effective: 1/25/2011 Certification Ex pires: 6/30/2012 This certificat ion under the permit requ ires that specific actions be perfo r med at designat ed times. The certification holder is lega ll y ob ligated to comply with a ll terms an d conditions of t h e per mit. Sig n ed, 7 :/ ~~ Na than Moore Constructi o n/MS4/Pretreatment Unit Manager Water Quality Control Division Page 1of22 STORMWATER MANAGEMENT PLAN Garden Gulch Section 3 Garfield County, CO Prepared For: 1999 Broadway Denver, CO 80202 Prepared by: 826 21 ½ Road Grand Junction, Colorado 81505 Project # 010-0779 August 2010 Berry Petroleum Company i Olsson Associates Garden Gulch Section 3 Grand Junction, CO Table of Contents INTRODUCTION .......................................................................................................................... 1 Stormwater Runoff Permitting Requirements ............................................................................... 1 Project Description ........................................................................................................................ 1 1. CONSTRUCTION SITE DESCRIPTION ............................................................................... 2 1.A Nature of Construction Activity ........................................................................................ 2 1.B Sequence of Construction Activities ................................................................................ 2 1.C Estimate of Total Area of Site and Area to be Disturbed ................................................. 7 1.D Soil Data and Erosion Potential ....................................................................................... 7 1.E Vegetation Description and Estimate ............................................................................... 7 1.F Potential Pollution Sources and Locations ...................................................................... 8 1.G Non-Stormwater Discharges ............................................................................................ 8 1.H Receiving Waters ............................................................................................................. 9 2. SITE MAPS ........................................................................................................................... 9 2.A Construction Site Boundaries .......................................................................................... 9 2.B Areas of Ground Disturbance .......................................................................................... 9 2.C Areas of Cut and Fill ........................................................................................................ 9 2.D Storage Areas for Materials, Equipment, Waste, and Soil ............................................... 9 2.E Location of Dedicated Asphalt or Concrete Batch Plants ................................................ 9 2.F Location of All Structural BMPs. ...................................................................................... 9 2.G Location of Non-Structural BMPs .................................................................................... 9 2.H Location of Springs, Streams, Wetlands, and other Surface Waters ............................... 9 3. STORMWATER MANAGEMENT CONTROLS .................................................................. 10 3.A Stormwater Administrator .............................................................................................. 10 3.B Potential Pollution Sources ............................................................................................ 10 3.C BMPs for Stormwater Pollution Prevention ................................................................... 11 3.C.1 Structural Practices ........................................................................................................ 11 3.C.2 Non-Structural Practices ................................................................................................ 11 3.C.3 Phased BMP Installation ................................................................................................ 11 3.C.4 Materials Handling and Spill Prevention ........................................................................ 11 3.C.5 Dedicated Asphalt or Concrete Batch Plants ................................................................. 13 3.C.6 Vehicle Tracking ............................................................................................................ 13 3.C.7 Waste Management and Disposal, Concrete Washout ................................................. 13 3.C.8 Ground Water and Stormwater Dewatering ................................................................... 13 4. FINAL STABILIZATION AND LONG TERM STORMWATER MANAGEMENT ................ 14 5. INSPECTIONS AND MAINTENANCE PROCEDURES...................................................... 15 Berry Petroleum Company ii Olsson Associates Garden Gulch Section 3 Grand Junction, CO LIST OF TABLES Table 1 Approved Seed Mixtures LIST OF FIGURES Figure 1 Field Permit Area Location Maps Figure 2 Receiving Waters Location Map LIST OF APPENDICES Appendix A Garden Gulch Section 3 Permit COR-030000 Appendix B NRCS Soils Report Appendix C Site Map & Stormwater Inspection Form Appendix D BMP Installation and Selection Guide Appendix E Administrative Log Berry Petroleum Company 1 Olsson Associates Garden Gulch Section 3 Grand Junction, CO INTRODUCTION This Stormwater Management Plan (SWMP) is written to comply with the Colorado Department of Public Health and Environment’s (CDPHE) Permit No COR-030000, issued on July 1, 2007 and expires on June 30, 2012, and related U.S. Environmental Protection Agency (USEPA) National Pollutant Discharge Elimination System (NPDES) stormwater regulations. This SWMP addresses construction activities associated with the Berry Petroleum Company (Berry) Garden Gulch Section 3. A copy of this permit can be found in Appendix A. This SWMP is intended to be revised as necessary to address planned developments, new disturbances, and other changes needed to manage stormwater and protect surface water quality. Stormwater Runoff Permitting Requirements The Federal Clean Water Act [Section 402(p)] requires that discharges of pollutants to waters of the U.S. from any point source be regulated by NPDES permits. In November 1990 the EPA published final regulations that established application requirements for stormwater associated with construction activity for soil disturbances of 5 acres or more be regulated as an industrial activity and covered by an NPDES permit. In December 1999 the EPA published final Phase II NPDES regulations that established application requirements for stormwater associated with construction activity for soil disturbances to be regulated as an industrial activity and covered by an NPDES permit. These regulations became effective July 1, 2002. On June 30, 2005, Colorado stormwater regulations went into effect to require Colorado Discharge Permit System (CPDS) permits for stormwater discharges from construction activities for (1 acre or greater) oil and gas activities. Federal permit coverage for these discharges was conditionally exempted from the Federal Clean Water Act by the 2005 Federal Energy Bill. On February 1, 2006, the CDPHE issued a letter clarifying that the CDPHE Water Quality Control Commission decided to maintain the existing requirements for stormwater permitting for oil and gas construction sites greater than 1 acre. Project Description The Garden Gulch Section 3 area wells are located within Sections 32 & 33, Township 5S, Range 96W and Section 1, Township 6S, Range 97W, of the 6th PM. This permitted area includes well pads, a detention pond site and pipeline ROW with a total of approximately 30 acres. The town of Parachute, Colorado is the nearest population center. See Figure 1 for area location maps and site ID. The current drilling and development plan includes pad construction, access road improvement/construction, and reserve pit construction, installation of associated facilities, well drilling, well completion, well testing and pipeline construction. Berry Petroleum Company 2 Olsson Associates Garden Gulch Section 3 Grand Junction, CO 1. CONSTRUCTION SITE DESCRIPTION The following section describes site locations and provides a description of the construction areas. Runoff characteristics of these areas are also described. 1.A Nature of Construction Activity Garden Gulch, Section 3 well pads will be constructed using conventional cut and fill earthmoving techniques. Typically, the working pad surface will have dimension of approximately 200 feet by 400 feet. Each pad may have a reserve pit that is approximately 60 feet by 250 feet. Specific pad dimensions vary depending on the planned drill rig, number of wells to be drilled from each pad, and local terrain conditions. Reserve pits will be used during activities to contain drilling fluids and cuttings. The reserve pits will be designed, constructed, and reclaimed according to Colorado Oil and Gas Conservation Commission (COGCC) requirements. In areas that are disturbed by well construction, topsoil will be stripped and stockpiled near the site. Soil materials will be managed so that erosion and sediment transport are minimized. Nearby drainages will be protected by appropriate measures. The well pad will be graded to drain the pad surface to the reserve pit and to direct runoff from surrounding areas away from the well pad and reserve pit. If the well is not productive, it will be plugged and abandoned according to COGCC rules and the pad area reclaimed to approximate pre-construction contours. 1.B Sequence of Construction Activities Natural gas exploration, development and production activities are currently underway within the Garden Gulch area. For new disturbances, Best Management Practices (BMPs) will be installed prior to, during, and immediately following construction as practicable with consideration given to safety, access, and ground conditions (e.g. frozen ground) at the time of construction. For new disturbances covered by this plan, structural and non-structural best management practices (BMPs) will be installed prior to, during, and following construction activities, as practicable, with consideration given to safety, access, and ground conditions (e.g., frozen ground) at the time of construction. Non-structural BMPs will also be employed throughout the life of each well location as described below. The development of natural gas wells is generally accomplished in six distinct work phases. They include Access Road and Pad Construction, Well Drilling, Well Completion, Pipeline Construction, Production, Interim Reclamation, and Final Reclamation. Each work phase and associated BMPs are briefly discussed below. Access Road Construction The development of natural gas wells also requires the construction of access roads. Access road construction is generally accomplished by using traditional cut and fills techniques but may also require blasting and other techniques. Size and maintenance requirements for each road are based on road location and traffic level. BMPs will be implemented before and during construction of roads, and will be maintained throughout the lifetime of the road or until stabilization reaches such a point that they are not needed. Structural BMPs used during road construction and maintenance will include, at a minimum, slope stabilization and revegetation; diversion of non-project water through armored Berry Petroleum Company 3 Olsson Associates Garden Gulch Section 3 Grand Junction, CO culverts or other appropriate BMPs; placing gravel or other road surfacing materials on driving surfaces; and collection and management of onsite stormwater through ditches, dams, traps, and perimeter controls. Certain non-structural BMPs may be utilized to assist in managing stormwater compliance such as limiting traffic, planning for and proper maintenance during winter conditions, sediment tracking controls and contractor education. Pad Construction The Pad Construction phase includes the construction of the well pad surface and any associated access roads. Most work will be performed using traditional cut-and-fill construction but may also involve blasting. Reserve pits may be constructed at this time to store certain fluids and solids during later phases of drilling and completion operations. The pad surface will be built with a slight grade to drain surface water into the reserve pit and not off site. No fluids or solids, excluding any accumulated stormwater, will be stored in the reserve pits during this phase. In the event that a reserve pit is not required for drilling, the pad surface will still be graded to drain surface water onsite, and appropriate BMPs will be installed to control this surface water. The basic construction activities that are conducted during this phase include clearing and grubbing, segregation of topsoil for use in reclamation, grading and excavation, compaction of well pad and road surfaces, final grading and contouring, and installation of gravel or other materials on well pads and road surfaces. Sediment discharge is the main potential pollutant of concern during this phase of construction. No chemicals or fuels will be stored on the pad during this phase, however, attention will be paid to the potential for spills that might occur during the refueling and use of construction equipment. Structural BMPs will be installed and maintained before and during this phase of construction, as needed, to eliminate sediment discharges. These BMPs will be engineered to contain/control the anticipated flow of surface water at each location. Such BMPs should include slope stabilization, non-project related stormwater diversions, perimeter control, and site stormwater management such as run-on and run-off diversions, traps, berms and armoring. Most of these BMPs will be constructed to be present during the drilling and completion phases described below. Certain non-structural BMPs may be utilized, during this phase, to assist in managing stormwater compliance such as limiting traffic, conducting training and inspections, minimizing the disturbed area to only the required dimensions, preservation of mature vegetation, such as protective trees, standard procedures for refueling and maintaining equipment to prevent spills, and re-vegetation where practicable. To the extent possible, BMPs that will be utilized to control stormwater throughout the life of the wells will be constructed during this phase. Well Drilling The Well Drilling phase includes the drilling of one or more wells at each location. Activities associated with the drilling phase include: ·Mobilization of the drilling rig and associated equipment, including generators and drilling-mud handling equipment – in some instances a smaller drilling rig may be used to drill the initial stages of each well prior to the larger drilling rig mobilizing to the location ·Installation of storage, office and housing trailers ·Storage of down hole chemicals, fuels and lubricants Berry Petroleum Company 4 Olsson Associates Garden Gulch Section 3 Grand Junction, CO ·Installation of potable water tanks and sewage-handling equipment (e.g., portable toilets or sewage vaults) ·Well drilling activities including the installation and cementing of well casing ·Demobilization of the drilling rig and all other equipment at the completion of this phase Sediment discharge, unused and used chemicals and drilling water/mud are potential pollutants of concern during this phase of construction. Drilling mud and water will be used to maintain appropriate down hole pressures and lubrication. Unused fresh water and mud chemicals will be stored on the pad. Used materials will either be discharged to the reserve pit or captured in tanks for closed-loop drilling processes. Petroleum products are used for the duration of the drilling process to fuel or lubricate equipment and include: fuel, gear oil, hydraulic oil, brake fluid, and grease. Materials to be used to cement casing placed in the well may also be stored and prepared on location or may be transported to the site. Structural BMPs that were installed during pad construction will be maintained before and during this phase of construction, as needed, to eliminate sediment, chemical or other non- stormwater related discharges. In addition, other BMPs may be installed to control discharges associated with specific pieces of equipment or facilities for storage of materials on the location. Such BMPS should include slope stabilization, non-project related stormwater diversions, secondary containment structures, perimeter control, and site stormwater management such as diversions, traps, berms and armoring. Certain non-structural BMPs may be utilized during this phase to assist in managing stormwater compliance such as limiting traffic, conducting training and inspections, providing for equipment and procedures to prevent spills of sewage or other materials, and ensuring that good material management practices are being implemented. Procedures will also be implemented for prompt containment and remediation of any spills that may occur during the drilling phase. As equipment is demobilized at the completion of this phase, the well pad and surrounding areas will be carefully inspected to identify any spills or leaks that may have occurred so that those areas can be remediated prior to initiation of the well completion phase. All structural BMPs will also be inspected and maintained during the demobilization of equipment to insure that any damage to these BMPs resulting from demobilization is promptly repaired. Well Completion The Well Completion phase includes hydraulic fracturing (fracing), cementing, and other processes that stimulate the well and prepare it for production. The basic activities that are conducted during this phase include: ·Mobilization of equipment required for well completion ·Storage of downhole chemicals, fuels and lubricants ·Installation of potable water tanks and sewage-handling equipment (e.g., portable toilets or sewage vaults) or continued maintenance of such equipment installed during the drilling phase ·Fracing and other well-stimulation processes ·Drill out of any plugs placed during well completion with a work-over rig ·Flowback of the well to remove frac water, sand and other impurities Berry Petroleum Company 5 Olsson Associates Garden Gulch Section 3 Grand Junction, CO ·Demobilization of equipment when this phase has been completed Several temporary facilities/structures will be placed on site during this phase. These will include: frac trucks, storage and office trailers, generators, and frac tanks. During completions, certain chemicals may be used to stimulate the formation for the extraction of natural gas. Unused water and chemicals will be stored on the pad. Used water will be stored in the reserve pit or cleaned up and recycled in other operations. Sediment discharge, unused and used chemicals, and frac water are potential pollutants of concern during this phase of construction. Structural BMPs that were installed during pad construction will be maintained before and during this phase of construction, as needed, to eliminate sediment, chemical, or other non- stormwater related discharges. In addition, other BMPs may be installed to control discharges associated with specific pieces of equipment or facilities for storage of materials on the location. Such BMPS should include slope stabilization, non-project related stormwater diversions, secondary containment structures, perimeter control, and site stormwater management such as diversions, traps, berms and armoring. Certain non-structural BMPs may be utilized, during this phase, to assist in managing stormwater compliance such as limiting traffic, conducting training and inspections, providing for equipment and procedures to prevent spills of sewage or other materials, and ensuring that good material management practices are being implemented. Procedures will also be implemented for prompt containment and remediation of any spills that may occur during the completion phase. As equipment is demobilized at the completion of this phase, the well pad and surrounding areas will be carefully inspected to identify any spills or leaks that may have occurred so that those areas can be remediated prior to initiation of the production phase. All structural BMPs will also be inspected and maintained during the demobilization of equipment to insure that any damage to these BMPs resulting from demobilization is promptly repaired. Pipeline Construction The development of natural gas wells also requires the construction of pipelines used to transmit natural gas and other related fluids. Pipeline construction is generally accomplished by trenching. The area of disturbance for each pipeline is determined by location and pipeline size. BMPs will be implemented before and during construction of pipelines and will be maintained throughout the lifetime of the pipeline or until stabilization reaches such a point that they are not needed. Structural BMPs used during pipeline construction and maintenance will include at a minimum: slope stabilization, diversion of non-project water through armored drainage or other appropriate BMPs, and perimeter controls. All disturbed areas will be seeded immediately or once the area is not needed for the project. Certain non-structural BMPs may be utilized to assist in managing stormwater compliance such as limiting traffic, route planning to minimize runoff potential, minimizing the disturbed areas, and contractor education. Production The Production phase includes the installation of long-term facilities such as permanent well heads, storage tanks, gas processing equipment, flow measurement equipment, and any associated flow lines needed to produce natural gas from the formation. An actively producing gas well produces fluids phase along with gas phase products. Storage tanks may be placed Berry Petroleum Company 6 Olsson Associates Garden Gulch Section 3 Grand Junction, CO on site during this phase to hold any produced water and/or fluid phase hydrocarbons (condensate). Sediment discharge, produced fluids, and small amounts of equipment operational lube or fuel or corrosion inhibitors or other chemicals are potential pollutants of concern during this phase of construction. The installation of tanks for storage of produced water and/or condensate triggers the requirement to include the site under the Spill Prevention Control and Countermeasure (SPCC) plan. Any stored chemical, including produced fluids, are required to have appropriate secondary containment. Structural BMPs that were installed during pad construction will be maintained before and during this phase of construction, as needed, to eliminate sediment, chemical or other non- stormwater related discharges. As discussed below, these BMPs may be replaced or modified during interim reclamation. In addition, other BMPs may be installed to control discharges associated with specific pieces of equipment or facilities for storage of materials on the location. Such BMPS should include slope stabilization, non-project related stormwater diversions, secondary containment structures, perimeter control, and site stormwater management such as diversions, traps, berms and armoring. Certain non-structural BMPs may be utilized, during this phase, to assist in managing stormwater compliance such as limiting traffic, conducting training and inspections, providing for equipment and procedures to prevent spills of sewage or other materials, and ensuring that good material management practices are being implemented. Procedures will also be implemented for prompt containment and remediation of any spills that may occur during the production phase. Interim Reclamation The Interim Reclamation phase includes the contouring of the majority of the pad to a smaller area that will be needed for long-term production and ongoing routine maintenance of the well(s). In general, this phase includes contouring of the site, spreading of topsoil on contoured areas and seeding those areas. Sediment discharge, produced fluids and small amounts of equipment operational lubricant, fuel, corrosion inhibitors or other chemicals are potential pollutants of concern during this phase of construction. As indicated in the previous section, the presence of tanks for storage of produced fluids will require implementation of an SPCC plan to prevent and control possible leaks from those tanks. In addition, secondary containment will be provided for any tanks storing chemicals that are utilized during the life of the wells. Structural BMPs that were installed during pad construction will be maintained before and during this phase of construction, as needed, to eliminate sediment, chemical or other non- stormwater related discharges. It is likely that some of these BMPs will be replaced with new BMPs during interim reclamation. In addition, other BMPs may be installed to control discharges associated with specific pieces of equipment or facilities for storage of materials on the location. Such BMPS should include slope stabilization, non-project related stormwater diversions, secondary containment structures, perimeter control, seeding reclaimed areas, and site stormwater management such as diversions, traps, berms and armoring. Certain non-structural BMPs may be utilized, during this phase, to assist in managing stormwater compliance such as limiting traffic, conducting training and inspections, providing for equipment and procedures to prevent spills of sewage or other materials, and ensuring that good material management practices are being implemented. Procedures will also be Berry Petroleum Company 7 Olsson Associates Garden Gulch Section 3 Grand Junction, CO implemented for prompt containment and remediation of any spills that may occur during the reclamation and/or production phase. Permit coverage may be inactivated for an oil and gas construction site even if stabilized unpaved surfaces exist and/or disturbed land that has been restored to cropland remains non- vegetated, as long as construction activities have been completed and all other disturbed areas re-vegetated in accordance with the definition of Finally Stabilized,” as discussed in CDPHE’s Stormwater Fact Sheet – “CONSTRUCTION at OIL and GAS FACILITIES.” Final Reclamation When the natural gas production of a well is exhausted it will be abandoned. Upon well abandonment each borehole will be plugged, capped, and all surface equipment will be removed. Subsurface pipelines will be removed to specified locations and plugged. The pad area will be reclaimed by contouring disturbed soils to conform to the surrounding terrain by replacing the stockpiled topsoil, seeding of disturbed soil areas in order to reestablish cover vegetation, and by construction of erosion and sediment control structures as needed. 1.C Estimate of Total Area of Site and Area to be Disturbed The total permitted area is 45 acres. The total area of disturbance including the natural gas well pads, the access roads and gathering system pipeline is approximately 30 acres. 1.D Soil Data and Erosion Potential Runoff characteristics are based primarily on site topography, soil type, and soil/vegetative cover. The major soil type in this permitted area are deep well drained loamy soils with moderate permeability and low water holding capacity. The soil types include the following complexes: Nihill channery loam, Irigul-Starman channery loam, Northwater-Adel complex, Parachute –Irigul complex, Parachute-Irigul-Rhone association, and Parachute-Rhone loams. The slopes range from 6% to steep rock outcroppings. A NRCS Soils Report for each soil type is provided in Appendix B. 1.E Vegetation Description and Estimate Garden Gulch well pads and facilities are surrounded by the following Colorado Land Cover Classification Systems: ·Low Elevation Salt-Desert Scrub/Basin Big Sagebrush ·Pinyon-Juniper Woodland, Mountain/Wyoming Big Sagebrush Shrubland ·Mixed Mountain Shrub land Including Oak brush ·Spruce-Fir Forest, Including Mountain Meadows Native vegetation land cover types include Gambel Oak, Elk Sedge, Aspen, Bromes, Pinyon, Juniper, Indian Rice Grass, Wheatgrass, Junegrass, Serviceberry, Bitterbrush, Sagebrush, Shadescale, Saltbrush, Greasewood, and Yucca. Pre-disturbance ground cover varies from 70 to 98 percent. The average annual precipitation in the area of the facility is approximately 16.41 inches (Colorado Climate Center records for Altenbern Ranch station on Roan Creek, CO). Berry Petroleum Company 8 Olsson Associates Garden Gulch Section 3 Grand Junction, CO Due to regional climate conditions, lack of surface water or near surface ground water, and well pad construction design, construction dewatering is not expected for the Garden Gulch development activities. 1.F Potential Pollution Sources and Locations Potential pollution sources associated with construction sites and natural gas development include: ·Sediment resulting from erosion of soil stockpiles, well pads, access roads, pipelines, and other areas cleared of vegetation ·Sediment discharges from vehicle tracking ·Leakage of fuels and lubricants from equipment and spills from fueling ·Trash and debris from clearing activities, construction materials, and workers and ·Leakage or spills from storage tanks and process equipment associated with the natural gas development activities The most common source of pollution from pad and access road construction is sediment, which can be carried away from the work site with stormwater runoff and impact the water quality of a receiving stream. Clearing, grading, and otherwise altering previously undisturbed land can increase the rate of soil erosion over pre-disturbance rates. Petroleum products can also be potential stormwater pollutants. These products are used in construction activities to power or lubricate equipment and include: fuel, gear oil, hydraulic oil, brake fluid, and grease. Debris from laydown areas, residue from equipment cleaning and maintenance, and solid waste generated from land clearing operations and human activity (trees, brush, paper, trash, etc.) present other potential pollution sources within the construction site. Additionally, one or more facilities may contain construction supplies such as various sized pipe, culverts, metal sheds, empty tanks, drums and vessels, fencing and stairs. Loading and unloading of condensate and produced water from above ground storage tanks are common and regular activities within the Garden Gulch area. Spills and or tank over flows can contaminate stormwater runoff. Water, magnesium chloride solution, or other chemical dust suppressants may be applied during the summer to unpaved roads to order to reduce fugitive dust generation. Magnesium chloride solution is used in the winter for roadway deicing and in the summer for dust suppression by county and state government entities. The solution is typically delivered to the site by contractors in DOT approved tanker trailers and generally is quickly applied to the road surface. Occasionally, depending on work site conditions, the tanker trailers may be staged along the road until ready for application (typically no longer than overnight). Spills or leaks from potential sources are described in the SPCC plan. Response to certain events may require specialized training due to health and safety concerns. 1.G Non-Stormwater Discharges Non-stormwater discharges are not expected from the construction projects. Possible exceptions include fire prevention/suppression or dust control activities. Concrete batch plant and associated washout operations are not anticipated to be part of this construction project and will be added to the SWMP as needed. Berry Petroleum Company 9 Olsson Associates Garden Gulch Section 3 Grand Junction, CO Construction or groundwater de-watering operations are not anticipated to be part of this construction project and will be added to the SWMP as needed. 1.H Receiving Waters Stormwater runoff receiving waters include tributaries and seasonal washes to House Log Gulch and Circle Dot Gulch. These flow into Red Gulch which flows into West Fork of Parachute Creek and eventually to the Colorado River south of Parachute, CO. A map showing the receiving waters is included as Figure 2. 2. SITE MAPS An overall area map, individual site maps, and inspection forms are provided in Appendix C. 2.A Construction Site Boundaries Refer to the site specific maps/inspection forms form an accurate depiction of construction site boundaries. 2.B Areas of Ground Disturbance Refer to the site specific maps/inspection forms form an accurate depiction of areas of ground disturbance. 2.C Areas of Cut and Fill Refer to the site specific maps/inspection forms form an accurate depiction of areas of cut and fill. 2.D Storage Areas for Materials, Equipment, Waste, and Soil Refer to the site specific maps/inspection forms form an accurate depiction of storage areas for material, equipment, waste, and soil. 2.E Location of Dedicated Asphalt or Concrete Batch Plants There will be no dedicated asphalt or concrete batch plants within the permitted area that are under the control of Berry Petroleum. 2.F Location of All Structural BMPs. Refer to the site specific maps/inspection forms form an accurate depiction of locations and type of all structural BMPs. 2.G Location of Non-Structural BMPs Refer to the site specific maps/inspection forms form an accurate depiction of locations and type of all non-structural BMPs. 2.H Location of Springs, Streams, Wetlands, and other Surface Waters Refer to the site specific maps/inspection forms form an accurate depiction of locations of all springs, streams, wetlands, and other surface waters. Berry Petroleum Company 10 Olsson Associates Garden Gulch Section 3 Grand Junction, CO 3. STORMWATER MANAGEMENT CONTROLS 3.A Stormwater Administrator The SWMP Administrator for Berry Petroleum Company is: Mr. Kenneth Kuhn Production Superintendent Berry Petroleum Company 235 Callahan Ave. 1999 Broadway Parachute, CO 81635 Denver, CO 80202 970.285.2200 303.825.3344 970.930.0128 Berry will be in charge of all aspects of the property and this project. Contractor(s) will perform the actual construction and drilling, but all work will be supervised by Berry and all decisions will be made by Berry. 3.B Potential Pollution Sources Potential pollution sources associated with construction sites and natural gas development include: ·Sediment resulting from erosion of soil stockpiles, well pads, access roads, pipelines, and other areas cleared of vegetation ·Sediment discharges from vehicle tracking ·Leakage of fuels and lubricants from equipment and spills from fueling ·Trash and debris from clearing activities, construction materials, and workers ·Leakage or spills from storage tanks and process equipment associated with the natural gas development activities A common source of pollution from pad and access road construction is sediment, which can be carried away from the work site with stormwater runoff and impact the water quality of a receiving stream. Clearing, grading, and otherwise altering previously undisturbed land can increase the rate of soil erosion over pre-disturbance rates. Petroleum products can also be potential stormwater pollutants. These products are used in construction activities to power or lubricate equipment and include: fuel, gear oil, hydraulic oil, brake fluid, and grease. Debris from laydown areas, residue from equipment cleaning and maintenance, and solid waste generated from land clearing operations and human activity (trees, brush, paper, trash, etc.) present other potential pollution sources within the construction site. Additionally, one or more facilities may contain construction supplies such as various sized pipe, culverts, metal sheds, empty tanks, drums and vessels, fencing and stairs. Construction of new production facilities may require the use of concrete. Concrete wash out waters will be managed to prevent them from reaching waters of the state. Typically concrete wash out waters will be diverted to the well pad flare pit or other type of earthen impoundment to capture and evaporate wash out water. Loading and unloading of condensate and produced water from above ground storage tanks are common and regular activities within the Garden Gulch area. Spills and or tank over flows can contaminate stormwater runoff. Berry Petroleum Company 11 Olsson Associates Garden Gulch Section 3 Grand Junction, CO Water, magnesium chloride solution or other chemical dust suppressants may be applied during the summer to unpaved roads to order to reduce fugitive dust generation. Magnesium chloride solution is used in the winter for roadway deicing and in the summer for dust suppression by county and state government entities. The solution is typically delivered to the site by contractors in DOT approved tanker trailers and generally is quickly applied to the road surface. Occasionally, depending on work site conditions, the tanker trailers may be staged along the road until ready for application (typically no longer than overnight). Spills or leaks from potential sources are described in the SPCC plan. Response to certain events may require specialized training due to health and safety concerns. 3.C BMPs for Stormwater Pollution Prevention 3.C.1 Structural Practices The description and application practices of structural practices available and/or implemented can be found in the BMP Installation and Selection Guide in Appendix D. The location of structural BMPs will be found in the site specific maps. 3.C.2 Non-Structural Practices The description and application practices of non-structural BMPs available and/or implemented will be found in the BMP manual. The location of non-structural practices will be found in the site specific maps. All changes to the SWMP will be done in accordance with Part I.D.5 of the permit and noted in the administrative log located in Appendix E. 3.C.3 Phased BMP Installation Preconstruction BMPs will include a down gradient perimeter BMP (wattle), with a slash pile inside. A diversion trench will be inside the slash pile, creating diversion to direct runoff to the designated point for control. BMPs for the actual construction phase will consist of grading and stabilization through surface roughening. The pad surface will be an improved unpaved surface to reduce tracking and sediment migration. Sediment traps will be located on the three down gradient corners to treat runoff water prior to leaving the site. A culvert will be placed at the access point to the pad. A run-on diversion trench will be located on the up-gradient side of the pad to reduce the amount of runoff from the site. Where appropriate, check dams will be placed in diversion trenches to reduce velocity and sediment migration. If necessary, armored rundowns will be utilized to transport runoff from the top of slopes to the base of slopes. A pad perimeter BMP consisting of a berm will be implemented at the top of fill slopes. Interim reclamation BMPs will consist of any of the following, seeding and straw crimping, hydromulching, drill seeding, seeding with blanketing. These will be determined by the actual slopes present once the construction has been completed. Final reclamation BMPs will consist of recontouring the site to as close to original slopes. Seeding and revegetation to a 70% distribution of original density will take place, prior to being released from the CDPHE regulatory compliance. 3.C.4 Materials Handling and Spill Prevention Fuels and Materials Management Petroleum products which may be present at the construction site include: gasoline, diesel fuel, lubricant oils, hydraulic oils, used oils, and solvents. Gasoline and diesel fuel will be stored in Berry Petroleum Company 12 Olsson Associates Garden Gulch Section 3 Grand Junction, CO portable storage tanks with secondary containment. Lubricant, hydraulic, and miscellaneous oils and solvents will be stored in 55-gallon or smaller containers. Pollutants from petroleum products used during construction activities adhere easily to soil particles and other surfaces. In case of a spill or leak, soils contaminated with petroleum products will be contained and removed to a proper disposal site. Proposed soil erosion and sediment control practices will aid in retention of spills or leaks. Use of secondary containment and drip pans will reduce the likelihood of spills or leaks contacting the ground. Proposed maintenance and safe storage practices will reduce the chance of petroleum products contaminating the road site. Oily wastes such as crankcase oil, cans, rags, and paper containing oils will be placed in proper receptacles and disposed of or recycled. An additional source of petroleum contamination is leaks from equipment and vehicles. Routine daily inspections will be conducted to identify leaks and initiate corrective actions, if needed. The following guidelines for storing and managing petroleum products will be used: ·All product containers will be clearly labeled ·Drums will be kept off the ground within secondary containment and stored under cover if needed ·Fuel tanks will be stored within secondary containment ·Lids of drummed materials will be securely fastened ·Emergency spill response procedures will be available on-site. Persons trained in handling spills will be on call at all times ·Spill cleanup and containment materials (absorbent, shovels, etc.) will be easily accessible. Spills will be immediately cleaned up and contaminated materials will be properly stored on site until they can be disposed of in accordance with applicable regulations ·Storage areas and containers will be regularly monitored for leaks and repaired or replaced as necessary. Contractors and subcontractors should be reminded about proper storage, handling and transferring of petroleum products or other hazardous materials during safety meetings All spills and releases of exploration and production waste or produced fluid exceeding 5 barrels (210 gallons) including those contained within unlined berms, shall be reported in writing on the COGCC Spill/Release Report Form 19 within 10 days of discovery of the spill. All spills/releases that exceed 20 barrels (840 gallons) of exploration and production liquids/waste shall be verbally reported to the COGCC at (303) 894-2100 within 24 hours of discovery. Spills or releases of any size that impact or threaten to impact any waters of the state, residence or occupied structure, livestock or public byway, shall be verbally reported to the COGCC as soon as practical after discovery (COGCC Rule 906). If the spill may reach waters of the state (which includes surface water, ground water and dry gullies or storm sewers leading to surface water), it must also be reported immediately to the Colorado Department of Public Health and Environment (CDPHE) at 1-877-518-5608. Spills or releases of more than 25 gallons of refined petroleum crude oil products such as gasoline, diesel fuel, oil, or derivatives of mineral, animal or vegetable oil shall be reported to the state of Colorado Division of Oil and Public Safety at (303) 318-8547 within 24 hours. Berry Petroleum Company 13 Olsson Associates Garden Gulch Section 3 Grand Junction, CO A hazardous substance release in any amount which enters or threatens to enter waters of the state shall be reported to Colorado Department of Public Health & Environment (CDPHE). Other Material/Chemical Product Management Additional materials will be used and stored on site for use in construction. These materials will be stored appropriately and managed to minimize spills and leaks. Storage areas will be regularly inspected and any minor spills or leaks will be cleaned up immediately. The construction contractor will maintain a laydown or staging area for equipment and materials storage on site. These areas will be maintained with good housekeeping and will be inspected on a regular basis for spills, leaks, and potential of materials commingling with stormwater runoff. 3.C.5 Dedicated Asphalt or Concrete Batch Plants There will be no dedicated asphalt or concrete batch plants within the permitted area. 3.C.6 Vehicle Tracking The access roads and pads used within the permitted area are unimproved and do not require the use of tracking pads. Dust suppression is used to minimize airborne based sediment discharges. This is done by spraying water or a mixture of water and magnesium chloride or another polymer as needed. 3.C.7 Waste Management and Disposal, Concrete Washout Waste Management and Disposal Well pad construction and drilling will generate various other wastes during the course of construction. Other wastes may include the following: ·Sagebrush, shrubs and trees from clearing operations ·Trash and debris from construction materials and workers ·Drill cuttings, drilling fluids ·Sanitary sewage Each of these wastes will be managed so as to not contribute to stormwater pollution. Construction trash and debris will be collected in containers and hauled off-site for disposal in suitable landfills. Sanitary waste will be containerized in portable toilets or other storage tanks with waste materials regularly pumped and transported off-site for disposal at approved facilities. There will be no need for a concrete washout within the permitted area. 3.C.8 Ground Water and Stormwater Dewatering No groundwater dewatering is anticipated at this time. If groundwater is encountered, the dewatering of the site will be regulated by a dewatering permit issued through CDPHE. All stormwater will be diverted by diversion berms to avoid contact with the groundwater. Berry Petroleum Company 14 Olsson Associates Garden Gulch Section 3 Grand Junction, CO 4. FINAL STABILIZATION AND LONG TERM STORMWATER MANAGEMENT A site is considered finally stabilized when all ground surface disturbing activities at the site have been completed, and all disturbed areas have been either built on, compacted, covered, paved, or otherwise stabilized in such a way as to minimize erosion to the extent practicable, or a uniform vegetative cover has been established that reflects pre-disturbance or reference area forbs, shrubs, and grasses with total percent plant cover of at least seventy percent (70%) of pre-disturbance levels or reference areas. The approved seed mixes for Garden Gulch Section 3 are presented below in Table 1. MIXTURE/VARIETY PURE % GERM%MIXTURE/VARIETY PURE % GERM% Mountain Brome, Garnet 15.53 84 Whestern Wheatgrass, Arriba 15.19 92 Western Wheatgrass, Arriba 14.87 95 Mountain Brome, Garnet 13.87 93 meadow Brome, Paddock 13.03 75 Meadow Brome, Paddock 12.9 75 Russian Wildrye, Bosiosky 11.81 92 Slender Wheatgrass, San Luis 10.29 94 Tetraploid Perennial Ryegrass 10.41 94 Tetraploid Perennial Ryegrass 10.18 95 Slender Wheatgrass, San Luis 10.3 95 Russian Wildrye, Boxiosky 10.32 83 Canby Bluegrass, Canbar 8.45 90 Canby Bluegrass, Canbar 8.85 85 Orchardgrass, Paiute 6.79 96 Orchardgrass, Paiute 7.58 85 Tall Wheatgrass, Alkar 5.9 92 Tall Wheatgrass, Alkar 6.80 79 MIXTURE/VARIETY PURE % GERM%MIXTURE/VARIETY PURE % GERM% Western Wheatgrass, Arriba 13.65 92 Bluebunch Wheatgrass, Secar 19.89 74 Mountain Brome, Bromar 13.64 85 Western Wheatgrass, Arriba 19.04 94 Barley, VNS 11.95 97 Galleta 15.22 98 Meadow Brome, Fleet 10.23 85 Slender Wheatgrass, Pryor 16.58 90 Russian Wildrye, Boziosky 10.06 96 Shadscale Saltbrush 15.17 32 Slender Wheatgrass, San Luis 9.25 94 Canby Bluegrass 3.93 76 Tetraploid Perennial Ryegrass, VNS 9.16 95 Alkali Sacaton 3.04 93 Canby Bluegrass, VNS 7.96 85 Yarrow 0.84 71 Orchardgrass, Paiute 6.1 95 Scarlet Globemallow 0.54 55 Tall Wheatgrass, Alkar 5.14 94 Crop: 0.06% Inert: 5.66% Weeds: 0.04% Net Wgt: 50# Crop: 0.38% Inert: 2.38% Weeds: 0.12% Net Wgt: 50# Table 1 Approved Seed Mixtures DTEC NORTH MIX PERNNIAL MIX Crop: 0.31% Inert: 2.55% Weeds: 0.05% Net Wgt 50# DTEC SOUTH MIX SAGE BRUSH HABITAT SEED MIX Sites are considered finally stabilized once site preparation and interim reclamation, according to COGCC Rule 1003, are complete and the above stabilization criteria have been met, even thought the site will be disturbed again in the future for final reclamation. Once final stabilization is achieved the well pad and/or access road will be removed from this SWMP for sediment controls. If petroleum hydrocarbons or other chemicals impact stormwater as a result of activities onsite, the affected site will maintain permit coverage and SPCC plan BMPs will be maintained. Permanent BMPs may be left in place if it is deemed necessary to maintain site stability. Berry Petroleum Company 15 Olsson Associates Garden Gulch Section 3 Grand Junction, CO 5. INSPECTIONS AND MAINTENANCE PROCEDURES Site inspections will be conducted with the requirements and minimum schedule as outlined in Part I.D.6 of the General Permit (No COR-030000). The requirements are as follows: ·All active construction sites will be inspected at a minimum of at least once every 14 calendar days, and within 24 hours after the end of any precipitation or snowmelt event that causes surface erosion. ·If a site is considered temporarily idle, that is no construction activities will occur following a storm event, then a post-storm inspection will be conducted prior to re- commencing constructing activities, but no later than 72 hours following the storm event. Routine inspections still must be conducted at least every 14 calendar days. ·For sites or portions of sites in which all construction activities that will result in ground disturbance are completed, and all activities for final stabilization, as outlined above, with the exception of vegetative coverage are completed, inspections will be conducted at least once every month, and post-storm inspections are not required. ·Inspections are not required at sites where snow cover exists over the entire site for an extended period of time as long as melting conditions do not exist. The following information must be documented in the inspection record for the use of this exclusion: dates when snow cover occurred, date when construction activities ceased, and date melting conditions began. The inspection schedule for each location is located in Appendix C. A trained and qualified person familiar with the SWMP and stromwater controls will conduct all inspections. The scope of the inspection will cover the construction site perimeter, all disturbed areas, material and/or waste storage areas that are exposed to precipitation, discharge locations, and locations where vehicles access the site. These areas will be inspected for evidence of, or the potential for, pollutants leaving the construction site boundaries, entering the stormwater drainage system, or discharging to state water. Also, all erosion and sediment control practices identified in this SWMP will be evaluated to ensure that they are maintained and operating correctly. Personnel performing site inspections will record the information as outlined below, on the Inspection Report Form in Appendix C. Inspection reports will identify any incidents of non-compliance with the terms and conditions of the General Permit. The inspection report will include: i. The inspection date ii. Name(s) and title(s) of personnel making the inspection iii. Location(s) of discharges of sediment or other pollutants from the site iv. Location(s) of BMPs that need to be maintained v. Location(s) of BMPs that failed to operate as designed or proved inadequate for a particular location vi. Location(s) where additional BMPs are needed that were not in place at the time of inspection vii. Deviations from the minimum inspection schedule as outlined above Berry Petroleum Company 16 Olsson Associates Garden Gulch Section 3 Grand Junction, CO viii. Description of corrective action for items iii, iv, v, and vi, above, dates corrective action(s) taken, and measures taken to prevent future violations, including requisite changes to the SWMP, as necessary ix. After adequate corrective action(s) have been taken, or where a report does not identify any incidents requiring corrective action(s), the report shall contain a signed statement indicating the site is in compliance with the permit to the best of the signer’s knowledge and belief Although maintenance is an ongoing and proactive practice with all sites in the Garden Gulch area, if deficiencies or maintenance issues are noted on the inspection form or additional BMPs need installed, then the Stormwater Administrator for Berry will be contacted and they will direct a subcontractor to perform the proper actions. All BMPs will be adequately maintained in accordance with good engineering, hydrologic and pollution control practices, including removal of collected sediment outside the acceptable tolerances of the BMPs. All inspection records will be kept for a minimum of three years from expiration or inactivation of permit coverage at Berry’s Parachute Office. Figures Laydown Yard Chevron 33-9D Latham 32-11D Berry 1-18/Pond Site Chevron 33-17D (E33) PROJECT NO: DRAWN BY: DATE: 010-0779 JAS 06/04/2010 AREA LOCATION MAP GARDEN GULCH SECTION 3 BERRY PETROLEUM COMPANY GARFIELD COUNTY, COLORADO 826 21-1/2 ROAD GRAND JUNCTION, CO 81505 TEL 970.263.7800 FAX 970.263.7456 FIGURE 1 Legend Pad Location Section 3 Roads Garden Gulch Extension Road 0 0.25 0.50.125 Miles Circ l e D o t G u l c h House L o g G u l c h She e p K i l l G u l c h Laydown Yard Chevron 33-9D Latham 32-11D Berry 1-18/Pond Site Chevron 33-17D (E33) PROJECT NO: DRAWN BY: DATE: 010-0779 JAS 06/04/2010 SURFACE WATER MAP GARDEN GULCH SECTION 3 BERRY PETROLEUM COMPANY GARFIELD COUNTY, COLORADO 826 21-1/2 ROAD GRAND JUNCTION, CO 81505 TEL 970.263.7800 FAX 970.263.7456 FIGURE 2 Legend Pad Location Section 3 Roads Garden Gulch Extension Road StreamsDitches 0 0.25 0.50.125 Miles Appendix A Garden Gulch Section 3 Permit COR-030000 STATE OF COLORADO Bill Ritter, Jr., Governor Martha E. Rudolph, Executive Director Dedicated to protecting and improving the health and environment of the people of Colorado 4300 Cherry Creek Dr. S. Laboratory Services Division Denver, Colorado 80246-1530 8100 Lowry Blvd. Phone (303) 692-2000 Denver, Colorado 80230-6928 TDD Line (303) 691-7700 (303) 692-3090 Located in Glendale, Colorado http://www.cdphe.state.co.us September 29, 2010 James T Albi, Piceance Basin Mgr Berry Petroleum 1999 Broadway Ste 3700 Denver, CO 80202 RE: Certification, Colorado Discharge Permit System Permit No., COR030000, Certification Number: COR03G892 Dear Mr./Ms. Albi; Colorado Department of Public Health and Environment The Water Quality Control Division (the Division) has reviewed the application submitted for the Garden Gulch Section 3 facility and determined that it qualifies for coverage under the CDPS General Permit for Stormwater Discharges Associated with Construction Activities (the permit). Enclosed please find a copy of the permit certification, which was issued under the Colorado Water Quality Control Act. Facility: Garden Gulch Section 3 Garfield County Construction Activities Oil and Gas Production and/or Exploration, Legal Contact (receives all legal documentation pertaining to the permit certification): James T Albi, Piceance Basin Mgr Phone number: 303-999-4400 Berry Petroleum Email: jta@bry.com 1999 Broadway Ste 3700 Denver, CO 80202 Facility Contact (contacted for general inquiries regarding the facility): Kenneth Kuhn, Supt Billing Contact (receives the invoice pertaining to the permit certification): Phone number: 970-285-2200 Email: kak@bry.com Chris Freeman Reg Mgr Env Phone number: 303-999-4400 Berry Petroleum Email: cpf@bry.com 1999 Broadway Ste 3700 Denver, CO 80202 Any changes to the contacts listed above must be provided to the Division on a Change of Contact form. This form is available on the Division's website at coloradowaterpermits.com. The Annual Fee for this certification is $245.00 is invoiced every July. Do Not Pay This Now. The initial prorated invoice will be sent to the legal contact shortly. Please read the enclosed permit and certification. If you have any questions please contact Matt Czahor, Environmental Protection Specialist, at (303) 692-3575. Sincerely, (': ', /) {4;Uf_ft:f4A~(Y I I / Debbie Jessop, Program Assistant WATER QUALITY CONTROL DIVISION Enclosures: Certification page; General Permit; Highlight Sheet; Termination form xc: Regional Council of Government Garfield County, Local County Health Department D.E., Technical Services Unit, WQCD Permit File /dkj cert STATE OF COLOMDO COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT WATER QUALITY CONTROL DIVISION TELEPHONE: {303) 692-3500 CERTIFICATION TO DISCHARGE UNDER COPS GENERAL PERMIT COR-0300000 STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITIES Certification Number: COR03G892 This Certification to Discharge specifically authorizes: Berry Petroleum to discharge stormwater from the facility identified as Garden Gulch Section 3 to: House Log Gulch and others to Parachute Creek -Colorado River Construction Activities : Oil and Gas Production and/or Exploration, Facility Located at: County Rd 215 & Garden Gulch Rd, uninc Garfield County, CO 81635 Latitude 39/33/50.58, Longitude -108/10/40.35 Certification is effective: 9/28/2010 Certification Expires: 6/30/2012 This certification under the permit requires that specific actions be performed at designated times. The certification holder is legally obligated to comply with all terms and conditions of the permit. Signed, ///?' ,/-'/~~~--~ / 7/PZ- /" /' Nathan Moore Construction/MS4/Pretreatment Unit Manager Water Quality Control Division Page 1of22 Page 2 of 22 Permit No. COR-030000 CDPS GENERAL PERMIT STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY AUTHORIZATION TO DISCHARGE UNDER THE COLORADO DISCHARGE PERMIT SYSTEM In compliance with the provisions of the Colorado Water Quality Control Act, (25-8-101 et seq., CRS, 1973 as amended) and the Federal Water Pollution Control Act, as amended (33 U.S.C. 1251 et seq.; the "Act"), this permit authorizes the discharge of stormwater associated with construction activities (and specific allowable non-stormwater discharges in accordance with Part I.D.3 of the permit) certified under this permit, from those locations specified throughout the State of Colorado to specified waters of the State. Such discharges shall be in accordance with the conditions of this permit. This permit specifically authorizes the facility listed on the certification page (page 1) of this permit to discharge, as of this date, in accordance with permit requirements and conditions set forth in Parts I and II hereof. All discharges authorized herein shall be consistent with the terms and conditions of this permit. This permit and the authorization to discharge shall expire at midnight, June 30, 2012. Issued and Signed this 31st day of May, 2007 COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT Janet S. Kieler Permits Section Manager Water Quality Control Division SIGNED AND ISSUED MAY 31, 2007 EFFECTIVE JULY 1, 2007 TABLE OF CONTENTS PART I A. COVERAGE UNDER THIS PERMIT........................................................................................................................................ 3 1. Authority to Discharge ............................................................................................................................................. 3 a) Applicable Sections................................................................................................................................. 3 b) Oil and Gas Construction ........................................................................................................................ 3 2. Definitions................................................................................................................................................................ 3 3. Permit Coverage Without Application – Qualifying Local Programs...................................................................... 3 a) Applicable Sections................................................................................................................................. 3 b) Local Agency Authority.......................................................................................................................... 4 c) Permit Coverage Termination.................................................................................................................. 4 d) Compliance with Qualifying Local Program........................................................................................... 4 e) Full Permit Applicability......................................................................................................................... 4 4. Application, Due Dates............................................................................................................................................. 4 a) Application Due Dates............................................................................................................................. 4 b) Summary of Application ......................................................................................................................... 4 5. Permit Certification Procedures................................................................................................................................ 4 a) Request for Additional Information......................................................................................................... 4 b) Automatic Coverage................................................................................................................................ 5 c) Individual Permit Required ..................................................................................................................... 5 d) General vs. Individual Permit Coverage.................................................................................................. 5 e) Local Agency Authority.......................................................................................................................... 5 6. Inactivation Notice.................................................................................................................................................... 5 7. Transfer of Permit...................................................................................................................................................... 5 8. Reassignment of Permit............................................................................................................................................ 5 9. Sale of Residence to Homeowners ........................................................................................................................... 6 10. Permit Expiration Date............................................................................................................................................. 6 11. Individual Permit Criteria......................................................................................................................................... 6 B. STORMWATER MANAGEMENT PLAN – GENERAL REQUIREMENTS............................................................................ 6 C. STORMWATER MANAGEMENT PLAN – CONTENTS......................................................................................................... 7 1. Site Description ........................................................................................................................................................ 7 2. Site Map.................................................................................................................................................................... 7 3. Stormwater Management Controls........................................................................................................................... 8 a) SWMP Administrator............................................................................................................................... 8 b) Identification of Potential Pollutant Sources............................................................................................ 8 c) Best Management Practices (BMPs) for Stormwater Pollution Prevention. ........................................... 8 4. Final Stabilization and Long-term Stormwater Management.................................................................................... 9 5. Inspection and Maintenance ................................................................................................................................... 10 D. TERMS AND CONDITIONS ................................................................................................................................................... 10 1. General Limitations................................................................................................................................................ 10 2. BMP Implementation and Design Standards.......................................................................................................... 10 3. Prohibition of Non-Stormwater Discharges............................................................................................................ 11 4. Releases in Excess of Reportable Quantities.......................................................................................................... 11 5. SWMP Requirements ............................................................................................................................................. 11 a) SWMP Preparation and Implementation............................................................................................... 11 b) SWMP Retention Requirements............................................................................................................ 11 c) SWMP Review/Changes ....................................................................................................................... 11 d) Responsive SWMP Changes................................................................................................................. 12 6. Inspections............................................................................................................................................................... 12 a) Minimum Inspection Schedule............................................................................................................... 12 b) Inspection Requirements ........................................................................................................................ 13 c) Required Actions Following Site Inspections ........................................................................................ 13 7. BMP Maintenance .................................................................................................................................................. 13 8. Replacement and Failed BMPs................................................................................................................................ 14 9. Reporting................................................................................................................................................................. 14 -2a- TABLE OF CONTENTS (cont.) 10. SWMP Availability ................................................................................................................................................. 14 11. Total Maximum Daily Load (TMDL)..................................................................................................................... 14 E. ADDITIONAL DEFINITIONS.................................................................................................................................................. 15 F. GENERAL REQUIREMENTS.................................................................................................................................................. 16 1. Signatory Requirements........................................................................................................................................... 16 2. Retention of Records............................................................................................................................................... 16 3. Monitoring............................................................................................................................................................... 16 PART II A. MANAGEMENT REQUIREMENTS........................................................................................................................................ 17 1. Amending a Permit Certification............................................................................................................................. 17 2. Special Notifications - Definitions .......................................................................................................................... 17 3. Noncompliance Notification.................................................................................................................................... 17 4. Submission of Incorrect or Incomplete Information................................................................................................ 18 5. Bypass...................................................................................................................................................................... 18 6. Upsets ..................................................................................................................................................................... 18 7. Removed Substances............................................................................................................................................... 18 8. Minimization of Adverse Impact............................................................................................................................. 18 9. Reduction, Loss, or Failure of Stormwater Controls............................................................................................... 19 10. Proper Operation and Maintenance ......................................................................................................................... 19 B. RESPONSIBILITIES.................................................................................................................................................................. 19 1. Inspections and Right to Entry................................................................................................................................. 19 2. Duty to Provide Information.................................................................................................................................... 19 3. Transfer of Ownership or Control ........................................................................................................................... 19 4. Modification, Suspension, or Revocation of Permit By Division............................................................................ 20 5. Permit Violations..................................................................................................................................................... 21 6. Legal Responsibilities.............................................................................................................................................. 21 7. Severability.............................................................................................................................................................. 21 8. Renewal Application ............................................................................................................................................... 21 9. Confidentiality......................................................................................................................................................... 21 10. Fees.......................................................................................................................................................................... 21 11. Requiring an Individual CDPS Permit..................................................................................................................... 22 -2b- PART I Permit - Page 3 Permit No. COR-030000 PART I A. COVERAGE UNDER THIS PERMIT 1. Authority to Discharge Under this permit, facilities are granted authorization to discharge stormwater associated with construction activities into waters of the state of Colorado. This permit also authorizes the discharge of specific allowable non-stormwater discharges, in accordance with Part I.D.3 of the permit, which includes discharges to the ground. This includes stormwater discharges from areas that are dedicated to producing earthen materials, such as soils, sand and gravel, for use at a single construction site (i.e., borrow or fill areas). This permit also authorizes stormwater discharges from dedicated asphalt batch plants and dedicated concrete batch plants. (Coverage under the construction site permit is not required for batch plants if they have alternate CDPS permit coverage.) This permit does not authorize the discharge of mine water or process water from such areas. a) Applicable Sections: In accordance with Part I.A.3 of this permit, some parts of this permit do not apply to sites covered under a Qualifying Local Program, as defined in I.A.2.d. For sites not covered by a Qualifying Local Program, all parts of the permit apply except Part I.A.3. The permittee will be responsible for determining and then complying with the applicable sections. b) Oil and Gas Construction: Stormwater discharges associated with construction activities directly related to oil and gas exploration, production, processing, and treatment operations or transmission facilities are regulated under the Colorado Discharge Permit System Regulations (5CCR 1002-61), and require coverage under this permit in accordance with that regulation. However, references in this permit to specific authority under the Federal Clean Water Act (CWA) do not apply to stormwater discharges associated with these oil and gas related construction activities, to the extent that the references are limited by the federal Energy Policy Act of 2005. 2. Definitions a) Stormwater: Stormwater is precipitation-induced surface runoff. b) Construction activity: Construction activity refers to ground surface disturbing activities, which include, but are not limited to, clearing, grading, excavation, demolition, installation of new or improved haul roads and access roads, staging areas, stockpiling of fill materials, and borrow areas. Construction does not include routine maintenance to maintain original line and grade, hydraulic capacity, or original purpose of the facility. c) Small construction activity: Stormwater discharge associated with small construction activity means the discharge of stormwater from construction activities that result in land disturbance of equal to or greater than one acre and less than five acres. Small construction activity also includes the disturbance of less than one acre of total land area that is part of a larger common plan of development or sale, if the larger common plan will ultimately disturb equal to or greater than one and less than five acres. d) Qualifying Local Program: This permit includes conditions that incorporate qualifying local erosion and sediment control program (Qualifying Local Program) requirements by reference. A Qualifying Local Program is a municipal stormwater program for stormwater discharges associated with small construction activity that has been formally approved by the Division. Other Definitions: Definitions of additional terms can be found in Part I.E. of this permit. 3. Permit Coverage Without Application – for small construction activities under a Qualifying Local Program only If a small construction site is within the jurisdiction of a Qualifying Local Program, the operator of the construction activity is authorized to discharge stormwater associated with small construction activity under this general permit without the submittal of an application to the Division. a) Applicable Sections: For sites covered by a Qualifying Local Program, only Parts 1.A.1, 1.A.2, 1.A.3, I.D.1, I.D.2, I.D.3, I.D.4, I.D.7, I.D.8, I.D.11, I.E and Part II of this permit, with the exception of Parts II.A.1, II.B.3, II.B.8, and II.B10, apply. PART I Permit - Page 4 Permit No. COR-030000 A. COVERAGE UNDER THIS PERMIT (cont.) b) Local Agency Authority: This permit does not pre-empt or supersede the authority of local agencies to prohibit, restrict, or control discharges of stormwater to storm drain systems or other water courses within their jurisdiction. c) Permit Coverage Termination: When a site under a Qualifying Local Program has been finally stabilized, coverage under this permit is automatically terminated. d) Compliance with Qualifying Local Program: A construction site operator that has authorization to discharge under this permit under Part I.A.3 shall comply with the requirements of the Qualifying Local Program with jurisdiction over the site. e ) Full Permit Applicability: The Division may require any operator within the jurisdiction of a Qualifying Local Program covered under this permit to apply for and obtain coverage under the full requirements of this permit. The operator must be notified in writing that an application for full coverage is required. When a permit certification under this permit is issued to an operator that would otherwise be covered under Part I.A.3 of this permit, the full requirements of this permit replace the requirements as per Part I.A.3 of this permit, upon the effective date of the permit certification. A site brought under the full requirements of this permit must still comply with local stormwater management requirements, policies or guidelines as required by Part I.D.1.g of this permit. 4. Application, Due Dates a) Application Due Dates: At least ten calendar days prior to the commencement of construction activities, the applicant shall submit an application form as provided by the Division, with a certification that the Stormwater Management Plan (SWMP) is complete. One original completed discharge permit application shall be submitted, by mail or hand delivery, to: Colorado Department of Public Health and Environment Water Quality Control Division WQCD-Permits-B2 4300 Cherry Creek Drive South Denver, Colorado 80246-1530 b) Summary of Application: The application requires, at a minimum, the following: 1) The applicant’s company name; address; telephone number; and email address (if available); whether the applicant is the owner, developer, or contractor; and local contact information; 2) Project name, address, county and location of the construction site, including the latitude and longitude to the nearest 15 seconds of the approximate center of the construction activity; 3) Legal description or map of the construction site; 4) Estimates of: the total area of the site, the area of the site that is expected to be disturbed, and the total area of the larger common plan of development or sale to undergo disturbance; 5) The nature of the construction activity; 6) The anticipated start date and final stabilization date for the project; 7) The name of the receiving water(s), or the municipal separate storm sewer system and the ultimate (i.e., named) receiving water(s); 8) Certification that the SWMP for the construction site is complete (see Part I.C. below); and 9) The signature of the applicant, signed in accordance with Part I.F.1 of this permit. 5. Permit Certification Procedures If this general permit is appropriate for the applicant's operation, then a certification will be developed and the applicant will be authorized to discharge stormwater under this general permit. a) Request for Additional Information: The Division shall have up to ten calendar days after receipt of the above information to request additional data and/or deny the authorization for any particular discharge. Upon receipt of additional information, the Division shall have an additional ten calendar days to issue or deny authorization for the particular discharge. (Notification of denial shall be by letter, in cases where coverage under an alternate general permit or an individual permit is required, instead of coverage under this permit.) PART I Permit - Page 5 Permit No. COR-030000 A. COVERAGE UNDER THIS PERMIT (cont.) b) Automatic Coverage: If the applicant does not receive a request for additional information or a notification of denial from the Division dated within ten calendar days of receipt of the application by the Division, authorization to discharge in accordance with the conditions of this permit shall be deemed granted. c) Individual Permit Required: If, after evaluation of the application (or additional information, such as the SWMP), it is found that this general permit is not appropriate for the operation, then the application will be processed as one for an individual permit. The applicant will be notified of the Division's decision to deny certification under this general permit. For an individual permit, additional information may be requested, and 180 days may be required to process the application and issue the permit. At the Division’s discretion, temporary coverage under this general permit may be allowed until the individual permit goes into effect. d) General vs. Individual Permit Coverage: Any permittee authorized by this permit may request to be excluded from the coverage of this permit by applying for an individual CDPS permit. The permittee shall submit an individual application, with reasons supporting the request, to the Division at least 180 days prior to any discharge. e) Local Agency Authority: This permit does not pre-empt or supersede the authority of local agencies to prohibit, restrict, or control discharges of stormwater to storm drain systems or other water courses within their jurisdiction. 6. Inactivation Notice When a site has been finally stabilized in accordance with the SWMP, the permittee must submit an Inactivation Notice form that is signed in accordance with Part I.F.1. of this permit. The Inactivation Notice form is available from the Division and includes: a) Permit certification number; b) The permittee's name, address, telephone number; c) Name, location, and county for the construction site for which the inactivation notice is being submitted; and d) Certification that the site has been finally stabilized, and a description of the final stabilization method(s). 7. Transfer of Permit When responsibility for stormwater discharges at a construction site changes from one entity to another, the permittee shall submit a completed Notice of Transfer and Acceptance of Terms form that is signed in accordance with Part I.F.1. of this permit. The Notice of Transfer form is available from the Division and includes: a) Permit certification number; b) Name, location, and county for the construction site for which the Notice of Transfer is being submitted; c) Identifying information for the new permittee; d) Identifying information for the current permittee; and e) Effective date of transfer. If the new responsible party will not complete the transfer form, the permit may be inactivated upon written request to the Division and completion of the Inactivation Notice if the permittee has no legal responsibility, through ownership or contract, for the construction activities at the site. In this case, the new owner or operator would be required to obtain permit coverage separately. 8. Reassignment of Permit When a permittee no longer has control of a specific portion of a permitted site, and wishes to transfer coverage of that portion of the site to a second party, the permittee shall submit a completed Notice of Reassignment of Permit Coverage form that is signed in accordance with Part I.F.1. of this permit. The Notice of Reassignment of Permit Coverage form is available from the Division and includes: a) Current permit certification number; b) Identifying information and certification as required by Part I.A.4.b for the new permittee; c) Identifying information for the current permittee, revised site information and certification for reassignment; and d) Effective date of reassignment. PART I Permit - Page 6 Permit No. COR-030000 A. COVERAGE UNDER THIS PERMIT (cont.) If the new responsible party will not complete the reassignment form, the applicable portion of the permitted site may be removed from permit coverage upon written request to the Division if the permittee has no legal responsibility, through ownership or contract, for the construction activities at the portion of the site. In this case, the new owner or operator would be required to obtain permit coverage separately. 9. Sale of Residence to Homeowners For residential construction only, when a residential lot has been conveyed to a homeowner and all criteria in paragraphs a through e, below, are met, coverage under this permit is no longer required and the conveyed lot may be removed from coverage under the permittee’s certification. At such time, the permittee is no longer responsible for meeting the terms and conditions of this permit for the conveyed lot, including the requirement to transfer or reassign permit coverage. The permittee remains responsible for inactivation of the original certification. a) The lot has been sold to the homeowner(s) for private residential use; b) the lot is less than one acre of disturbed area; c) all construction activity conducted by the permittee on the lot is completed; d) a certificate of occupancy (or equivalent) has been awarded to the home owner; and e) the SWMP has been amended to indicate the lot is no longer covered by permit. Lots not meeting all of the above criteria require continued permit coverage. However, this permit coverage may be transferred (Part I.A.7, above) or reassigned (Part I.A.8, above) to a new owner or operator. 10. Permit Expiration Date Authorization to discharge under this general permit shall expire on June 30, 2012. The Division must evaluate and reissue this general permit at least once every five years and must recertify the permittee's authority to discharge under the general permit at such time. Therefore, a permittee desiring continued coverage under the general permit must reapply by March 31, 2012. The Division will initiate the renewal process; however, it is ultimately the permittee’s responsibility to ensure that the renewal is submitted. The Division will determine if the permittee may continue to operate under the terms of the general permit. An individual permit may be required for any facility not reauthorized to discharge under the reissued general permit. 11. Individual Permit Criteria Various criteria can be used in evaluating whether or not an individual (or alternate general) permit is required instead of this general permit. This information may come from the application, SWMP, or additional information as requested by the Division, and includes, but is not limited to, the following: a) the quality of the receiving waters (i.e., the presence of downstream drinking water intakes or a high quality fishery, or for preservation of high quality water); b) the size of the construction site; c) evidence of noncompliance under a previous permit for the operation; d) the use of chemicals within the stormwater system; or e) discharges of pollutants of concern to waters for which there is an established Total Maximum Daily Load (TMDL). In addition, an individual permit may be required when the Division has shown or has reason to suspect that the stormwater discharge may contribute to a violation of a water quality standard. B. STORMWATER MANAGEMENT PLAN (SWMP) – GENERAL REQUIREMENTS 1. A SWMP shall be developed for each facility covered by this permit. The SWMP shall be prepared in accordance with good engineering, hydrologic and pollution control practices. (The SWMP need not be prepared by a registered engineer.) PART I Permit - Page 7 Permit No. COR-030000 B. STORMWATER MANAGEMENT PLAN (SWMP) – GENERAL REQUIREMENTS (cont.) 2. The SWMP shall: a) Identify all potential sources of pollution which may reasonably be expected to affect the quality of stormwater discharges associated with construction activity from the facility; b) Describe the practices to be used to reduce the pollutants in stormwater discharges associated with construction activity at the facility; and ensure the practices are selected and described in accordance with good engineering practices, including the installation, implementation and maintenance requirements; and c) Be properly prepared, and updated in accordance with Part I.D.5.c, to ensure compliance with the terms and conditions of this permit. 3. Facilities must implement the provisions of the SWMP as written and updated, from commencement of construction activity until final stabilization is complete, as a condition of this permit. The Division reserves the right to review the SWMP, and to require the permittee to develop and implement additional measures to prevent and control pollution as needed. 4. The SWMP may reflect requirements for Spill Prevention Control and Countermeasure (SPCC) plans under section 311 of the CWA, or Best Management Practices (BMPs) Programs otherwise required by a separate CDPS permit, and may incorporate any part of such plans into the SWMP by reference, provided that the relevant sections of such plans are available as part of the SWMP consistent with Part I.D.5.b. 5. For any sites with permit coverage before June 30, 2007, the permittee’s SMWP must meet the new SWMP requirements as summarized in Section II.I of the rationale. Any needed changes must be made by October 1, 2007. C. STORMWATER MANAGEMENT PLAN (SWMP) – CONTENTS The SWMP shall include the following items, at a minimum. 1. Site Description. The SWMP shall clearly describe the construction activity, to include: a) The nature of the construction activity at the site. b) The proposed sequence for major activities. c) Estimates of the total area of the site, and the area and location expected to be disturbed by clearing, excavation, grading, or other construction activities. d) A summary of any existing data used in the development of the site construction plans or SWMP that describe the soil or existing potential for soil erosion. e) A description of the existing vegetation at the site and an estimate of the percent vegetative ground cover. f) The location and description of all potential pollution sources, including ground surface disturbing activities (see Part I.A.2.b), vehicle fueling, storage of fertilizers or chemicals, etc. g) The location and description of any anticipated allowable sources of non-stormwater discharge at the site, e.g., uncontaminated springs, landscape irrigation return flow, construction dewatering, and concrete washout. h) The name of the receiving water(s) and the size, type and location of any outfall(s). If the stormwater discharge is to a municipal separate storm sewer system, the name of that system, the location of the storm sewer discharge, and the ultimate receiving water(s). 2. Site Map. The SWMP shall include a legible site map(s), showing the entire site, identifying: a) construction site boundaries; b) all areas of ground surface disturbance; c) areas of cut and fill; d) areas used for storage of building materials, equipment, soil, or waste; e) locations of dedicated asphalt or concrete batch plants; f) locations of all structural BMPs; g) locations of non-structural BMPs as applicable; and h) locations of springs, streams, wetlands and other surface waters. PART I Permit - Page 8 Permit No. COR-030000 C. STORMWATER MANAGEMENT PLAN (SWMP) – CONTENTS (cont.) 3. Stormwater Management Controls. The SWMP must include a description of all stormwater management controls that will be implemented as part of the construction activity to control pollutants in stormwater discharges. The appropriateness and priorities of stormwater management controls in the SWMP shall reflect the potential pollutant sources identified at the facility. The description of stormwater management controls shall address the following components, at a minimum: a) SWMP Administrator - The SWMP shall identify a specific individual(s), position or title who is responsible for developing, implementing, maintaining, and revising the SWMP. The activities and responsibilities of the administrator shall address all aspects of the facility’s SWMP. b) Identification of Potential Pollutant Sources - All potential pollutant sources, including materials and activities, at a site must be evaluated for the potential to contribute pollutants to stormwater discharges. The SWMP shall identify and describe those sources determined to have the potential to contribute pollutants to stormwater discharges, and the sources must be controlled through BMP selection and implementation, as required in paragraph (c), below. At a minimum, each of the following sources and activities shall be evaluated for the potential to contribute pollutants to stormwater discharges, and identified in the SWMP if found to have such potential: 1) all disturbed and stored soils; 2) vehicle tracking of sediments; 3) management of contaminated soils; 4) loading and unloading operations; 5) outdoor storage activities (building materials, fertilizers, chemicals, etc.); 6) vehicle and equipment maintenance and fueling; 7) significant dust or particulate generating processes; 8) routine maintenance activities involving fertilizers, pesticides, detergents, fuels, solvents, oils, etc.; 9) on-site waste management practices (waste piles, liquid wastes, dumpsters, etc.); 10) concrete truck/equipment washing, including the concrete truck chute and associated fixtures and equipment; 11) dedicated asphalt and concrete batch plants; 12) non-industrial waste sources such as worker trash and portable toilets; and 13) other areas or procedures where potential spills can occur. c) Best Management Practices (BMPs) for Stormwater Pollution Prevention - The SWMP shall identify and describe appropriate BMPs, including, but not limited to, those required by paragraphs 1 through 8 below, that will be implemented at the facility to reduce the potential of the sources identified in Part I.C.3.b to contribute pollutants to stormwater discharges. The SWMP shall clearly describe the installation and implementation specifications for each BMP identified in the SWMP to ensure proper implementation, operation and maintenance of the BMP. 1) Structural Practices for Erosion and Sediment Control. The SWMP shall clearly describe and locate all structural practices implemented at the site to minimize erosion and sediment transport. Practices may include, but are not limited to: straw bales, wattles/sediment control logs, silt fences, earth dikes, drainage swales, sediment traps, subsurface drains, pipe slope drains, inlet protection, outlet protection, gabions, and temporary or permanent sediment basins. 2) Non-Structural Practices for Erosion and Sediment Control. The SWMP shall clearly describe and locate, as applicable, all non-structural practices implemented at the site to minimize erosion and sediment transport. Description must include interim and permanent stabilization practices, and site-specific scheduling for implementation of the practices. The SWMP should include practices to ensure that existing vegetation is preserved where possible. Non-structural practices may include, but are not limited to: temporary vegetation, permanent vegetation, mulching, geotextiles, sod stabilization, slope roughening, vegetative buffer strips, protection of trees, and preservation of mature vegetation. PART I Permit - Page 9 Permit No. COR-030000 C. STORMWATER MANAGEMENT PLAN (SWMP) – CONTENTS (cont.) 3) Phased BMP Implementation. The SWMP shall clearly describe the relationship between the phases of construction, and the implementation and maintenance of both structural and non-structural stormwater management controls. The SWMP must identify the stormwater management controls to be implemented during the project phases, which can include, but are not limited to, clearing and grubbing; road construction; utility and infrastructure installation; vertical construction; final grading; and final stabilization. 4) Materials Handling and Spill Prevention. The SWMP shall clearly describe and locate all practices implemented at the site to minimize impacts from procedures or significant materials (see definitions at Part I.E.) that could contribute pollutants to runoff. Such procedures or significant materials could include: exposed storage of building materials; paints and solvents; fertilizers or chemicals; waste material; and equipment maintenance or fueling procedures. Areas or procedures where potential spills can occur must have spill prevention and response procedures identified in the SWMP. 5) Dedicated Concrete or Asphalt Batch Plants. The SWMP shall clearly describe and locate all practices implemented at the site to control stormwater pollution from dedicated concrete batch plants or dedicated asphalt batch plants covered by this certification. 6) Vehicle Tracking Control. The SWMP shall clearly describe and locate all practices implemented at the site to control potential sediment discharges from vehicle tracking. Practices must be implemented for all areas of potential vehicle tracking, and can include: minimizing site access; street sweeping or scraping; tracking pads; graveled parking areas; requiring that vehicles stay on paved areas on-site; wash racks; contractor education; and/or sediment control BMPs, etc. 7) Waste Management and Disposal, Including Concrete Washout. i) The SWMP shall clearly describe and locate the practices implemented at the site to control stormwater pollution from all construction site wastes (liquid and solid), including concrete washout activities. ii) The practices used for concrete washout must ensure that these activities do not result in the contribution of pollutants associated with the washing activity to stormwater runoff. iii) Part I.D.3.c of the permit authorizes the conditional discharge of concrete washout water to the ground. The SWMP shall clearly describe and locate the practices to be used that will ensure that no washout water from concrete washout activities is discharged from the site as surface runoff or to surface waters. 8) Groundwater and Stormwater Dewatering. i) The SWMP shall clearly describe and locate the practices implemented at the site to control stormwater pollution from the dewatering of groundwater or stormwater from excavations, wells, etc. ii) Part I.D.3.d of the permit authorizes the conditional discharge of construction dewatering to the ground. For any construction dewatering of groundwater not authorized under a separate CDPS discharge permit, the SWMP shall clearly describe and locate the practices to be used that will ensure that no groundwater from construction dewatering is discharged from the site as surface runoff or to surface waters. 4. Final Stabilization and Long-term Stormwater Management a) The SWMP shall clearly describe the practices used to achieve final stabilization of all disturbed areas at the site, and any planned practices to control pollutants in stormwater discharges that will occur after construction operations have been completed at the site. b) Final stabilization practices for obtaining a vegetative cover should include, as appropriate: seed mix selection and application methods; soil preparation and amendments; soil stabilization practices (e.g., crimped straw, hydro mulch or rolled erosion control products); and appropriate sediment control BMPs as needed until final stabilization is achieved; etc. PART I Permit - Page 10 Permit No. COR-030000 C. STORMWATER MANAGEMENT PLAN (SWMP) – CONTENTS (cont.) c) Final stabilization is reached when all ground surface disturbing activities at the site have been completed, and uniform vegetative cover has been established with an individual plant density of at least 70 percent of pre- disturbance levels, or equivalent permanent, physical erosion reduction methods have been employed. The Division may, after consultation with the permittee and upon good cause, amend the final stabilization criteria in this section for specific operations. 5. Inspection and Maintenance Part I.D.6 of the permit includes requirements for site inspections. Part I.D.7 of the permit includes requirements for BMP maintenance. The SWMP shall clearly describe the inspection and maintenance procedures implemented at the site to maintain all erosion and sediment control practices and other protective practices identified in the SWMP, in good and effective operating condition. D. TERMS AND CONDITIONS 1. General Limitations The following limitations shall apply to all discharges covered by this permit: a) Stormwater discharges from construction activities shall not cause, have the reasonable potential to cause, or measurably contribute to an exceedance of any water quality standard, including narrative standards for water quality. b) Concrete washout water shall not be discharged to state surface waters or to storm sewer systems. On-site permanent disposal of concrete washout waste is not authorized by this permit. Discharge to the ground of concrete washout waste that will subsequently be disposed of off-site is authorized by this permit. See Part I.D.3.c of the permit. c) Bulk storage structures for petroleum products and any other chemicals shall have secondary containment or equivalent adequate protection so as to contain all spills and prevent any spilled material from entering State waters. d) No chemicals are to be added to the discharge unless permission for the use of a specific chemical is granted by the Division. In granting the use of such chemicals, special conditions and monitoring may be addressed by separate correspondence. e) The Division reserves the right to require sampling and testing, on a case-by-case basis, in the event that there is reason to suspect that compliance with the SWMP is a problem, or to measure the effectiveness of the BMPs in removing pollutants in the effluent. Such monitoring may include Whole Effluent Toxicity testing. f) All site wastes must be properly managed to prevent potential pollution of State waters. This permit does not authorize on-site waste disposal. g) All dischargers must comply with the lawful requirements of federal agencies, municipalities, counties, drainage districts and other local agencies regarding any discharges of stormwater to storm drain systems or other water courses under their jurisdiction, including applicable requirements in municipal stormwater management programs developed to comply with CDPS permits. Dischargers must comply with local stormwater management requirements, policies or guidelines including erosion and sediment control. 2. BMP Implementation and Design Standards Facilities must select, install, implement, and maintain appropriate BMPs, following good engineering, hydrologic and pollution control practices. BMPs implemented at the site must be adequately designed to provide control for all potential pollutant sources associated with construction activity to prevent pollution or degradation of State waters. PART I Permit - Page 11 Permit No. COR-030000 D. TERMS AND CONDITIONS (cont.) 3. Prohibition of Non-Stormwater Discharges a) Except as provided in paragraphs b, c, and d below, all discharges covered by this permit shall be composed entirely of stormwater associated with construction activity. Discharges of material other than stormwater must be addressed in a separate CDPS permit issued for that discharge. b) Discharges from the following sources that are combined with stormwater discharges associated with construction activity may be authorized by this permit, provided that the non-stormwater component of the discharge is identified in the SWMP (see Part I.C.1.g of this permit): - emergency fire fighting activities - landscape irrigation return flow - uncontaminated springs c) Discharges to the ground of concrete washout water from washing of tools and concrete mixer chutes may be authorized by this permit, provided that: 1) the source is identified in the SWMP; 2) BMPs are included in the SWMP in accordance with Part I.C.3(c)(7) and to prevent pollution of groundwater in violation of Part I.D.1.a; and 3) these discharges do not leave the site as surface runoff or to surface waters d) Discharges to the ground of water from construction dewatering activities may be authorized by this permit, provided that: 1) the source is groundwater and/or groundwater combined with stormwater that does not contain pollutants in concentrations exceeding the State groundwater standards in Regulations 5 CCR 1002-41 and 42; 2) the source is identified in the SWMP; 3) BMPs are included in the SWMP, as required by Part I.C.3(c)(8); and 4) these discharges do not leave the site as surface runoff or to surface waters. Discharges to the ground from construction dewatering activities that do not meet the above criteria must be covered under a separate CDPS discharge permit. Contaminated groundwater requiring coverage under a separate CDPS discharge permit may include groundwater contaminated with pollutants from a landfill, mining activity, industrial pollutant plume, underground storage tank, or other source. 4. Releases in Excess of Reportable Quantities This permit does not relieve the permittee of the reporting requirements of 40 CFR 110, 40 CFR 117 or 40 CFR 302. Any discharge of hazardous material must be handled in accordance with the Division's Noncompliance Notification Requirements (see Part II.A.3 of the permit). 5. SWMP Requirements a) SWMP Preparation and Implementation: The SWMP shall be prepared prior to applying for coverage under the general permit, and certification of its completion submitted with the application. The SWMP shall be implemented prior to commencement of construction activities. The plan shall be updated as appropriate (see paragraph c, below), below). SWMP provisions shall be implemented until expiration or inactivation of permit coverage. b) SWMP Retention Requirements: A copy of the SWMP must be retained on site unless another location, specified by the permittee, is approved by the Division. c) SWMP Review/Changes: The permittee shall amend the SWMP: 1) when there is a change in design, construction, operation, or maintenance of the site, which would require the implementation of new or revised BMPs; or 2) if the SWMP proves to be ineffective in achieving the general objectives of controlling pollutants in stormwater discharges associated with construction activity; or PART I Permit - Page 12 Permit No. COR-030000 D. TERMS AND CONDITIONS (cont.) 3) when BMPs are no longer necessary and are removed. SWMP changes shall be made prior to changes in the site conditions, except as allowed for in paragraph d, below. SWMP revisions may include, but are not limited to: potential pollutant source identification; selection of appropriate BMPs for site conditions; BMP maintenance procedures; and interim and final stabilization practices. The SWMP changes may include a schedule for further BMP design and implementation, provided that, if any interim BMPs are needed to comply with the permit, they are also included in the SWMP and implemented during the interim period. d) Responsive SWMP Changes: SWMP changes addressing BMP installation and/or implementation are often required to be made in response to changing conditions, or when current BMPs are determined ineffective. The majority of SWMP revisions to address these changes can be made immediately with quick in-the-field revisions to the SWMP. In the less common scenario where more complex development of materials to modify the SWMP is necessary, SWMP revisions shall be made in accordance with the following requirements: 1) the SWMP shall be revised as soon as practicable, but in no case more than 72 hours after the change(s) in BMP installation and/or implementation occur at the site, and 2) a notation must be included in the SWMP prior to the site change(s) that includes the time and date of the change(s) in the field, an identification of the BMP(s) removed or added, and the location(s) of those BMP(s). 6. Inspections Site inspections must be conducted in accordance with the following requirements and minimum schedules. The required minimum inspection schedules do not reduce or eliminate the permittee’s responsibility to implement and maintain BMPs in good and effective operational condition, and in accordance with the SWMP, which could require more frequent inspections. a) Minimum Inspection Schedule: The permittee shall, at a minimum, make a thorough inspection, in accordance with the requirements in I.D.6.b below, at least once every 14 calendar days. Also, post-storm event inspections must be conducted within 24 hours after the end of any precipitation or snowmelt event that causes surface erosion. Provided the timing is appropriate, the post-storm inspections may be used to fulfill the 14-day routine inspection requirement. A more frequent inspection schedule than the minimum inspections described may be necessary, to ensure that BMPs continue to operate as needed to comply with the permit. The following conditional modifications to this Minimum Inspection Schedule are allowed: 1) Post-Storm Event Inspections at Temporarily Idle Sites – If no construction activities will occur following a storm event, post-storm event inspections shall be conducted prior to re-commencing construction activities, but no later than 72 hours following the storm event. The occurrence of any such delayed inspection must be documented in the inspection record. Routine inspections still must be conducted at least every 14 calendar days. 2) Inspections at Completed Sites/Areas – For sites or portions of sites that meet the following criteria, but final stabilization has not been achieved due to a vegetative cover that has not become established, the permittee shall make a thorough inspection of their stormwater management system at least once every month, and post- storm event inspections are not required. This reduced inspection schedule is only allowed if: i) all construction activities that will result in surface ground disturbance are completed; ii) all activities required for final stabilization, in accordance with the SWMP, have been completed, with the exception of the application of seed that has not occurred due to seasonal conditions or the necessity for additional seed application to augment previous efforts; and iii) the SWMP has been amended to indicate those areas that will be inspected in accordance with the reduced schedule allowed for in this paragraph. PART I Permit - Page 13 Permit No. COR-030000 D. TERMS AND CONDITIONS (cont.) 3) Winter Conditions Inspections Exclusion – Inspections are not required at sites where construction activities are temporarily halted, snow cover exists over the entire site for an extended period, and melting conditions posing a risk of surface erosion do not exist. This exception is applicable only during the period where melting conditions do not exist, and applies to the routine 14-day and monthly inspections, as well as the post-storm- event inspections. The following information must be documented in the inspection record for use of this exclusion: dates when snow cover occurred, date when construction activities ceased, and date melting conditions began. Inspections, as described above, are required at all other times. When site conditions make the schedule required in this section impractical, the permittee may petition the Division to grant an alternate inspection schedule. b) Inspection Requirements 1) Inspection Scope - The construction site perimeter, all disturbed areas, material and/or waste storage areas that are exposed to precipitation, discharge locations, and locations where vehicles access the site shall be inspected for evidence of, or the potential for, pollutants leaving the construction site boundaries, entering the stormwater drainage system, or discharging to state waters. All erosion and sediment control practices identified in the SWMP shall be evaluated to ensure that they are maintained and operating correctly. 2) Inspection Report/Records - The permittee shall keep a record of inspections. Inspection reports must identify any incidents of non-compliance with the terms and conditions of this permit. Inspection records must be retained for three years from expiration or inactivation of permit coverage. At a minimum, the inspection report must include: i) The inspection date; ii) Name(s) and title(s) of personnel making the inspection; iii) Location(s) of discharges of sediment or other pollutants from the site; iv) Location(s) of BMPs that need to be maintained; v) Location(s) of BMPs that failed to operate as designed or proved inadequate for a particular location; vi) Location(s) where additional BMPs are needed that were not in place at the time of inspection; vii) Deviations from the minimum inspection schedule as provided in Part I.D.6.a above; vii) Description of corrective action for items iii, iv, v, and vi, above, dates corrective action(s) taken, and measures taken to prevent future violations, including requisite changes to the SWMP, as necessary; and viii) After adequate corrective action(s) has been taken, or where a report does not identify any incidents requiring corrective action, the report shall contain a signed statement indicating the site is in compliance with the permit to the best of the signer’s knowledge and belief. c) Required Actions Following Site Inspections – Where site inspections note the need for BMP maintenance activities, BMPs must be maintained in accordance with the SWMP and Part I.D.7 of the permit. Repair, replacement, or installation of new BMPs determined necessary during site inspections to address ineffective or inadequate BMPs must be conducted in accordance with Part I.D.8 of the permit. SWMP updates required as a result of deficiencies in the SWMP noted during site inspections shall be made in accordance with Part I.D.5.c of the permit. 7. BMP Maintenance All erosion and sediment control practices and other protective measures identified in the SWMP must be maintained in effective operating condition. Proper selection and installation of BMPs and implementation of comprehensive Inspection and Maintenance procedures, in accordance with the SWMP, should be adequate to meet this condition. BMPs that are not adequately maintained in accordance with good engineering, hydrologic and pollution control practices, including removal of collected sediment outside the acceptable tolerances of the BMPs, are considered to be no longer operating effectively and must be addressed in accordance with Part I.D.8, below. A specific timeline for implementing maintenance procedures is not included in this permit because BMP maintenance is expected to be proactive, not responsive. Observations resulting in BMP maintenance activities can be made during a site inspection, or during general observations of site conditions. PART I Permit - Page 14 Permit No. COR-030000 D. TERMS AND CONDITIONS (cont.) 8. Replacement and Failed BMPs Adequate site assessment must be performed as part of comprehensive Inspection and Maintenance procedures, to assess the adequacy of BMPs at the site, and the necessity of changes to those BMPs to ensure continued effective performance. Where site assessment results in the determination that new or replacement BMPs are necessary, the BMPs must be installed to ensure on-going implementation of BMPs as per Part I.D.2. Where BMPs have failed, resulting in noncompliance with Part I.D.2, they must be addressed as soon as possible, immediately in most cases, to minimize the discharge of pollutants. When new BMPs are installed or BMPs are replaced, the SWMP must be updated in accordance with Part I.D.5(c). 9. Reporting No scheduled reporting requirements are included in this permit; however, the Division reserves the right to request that a copy of the inspection reports be submitted. 10. SWMP Availability A copy of the SWMP shall be provided upon request to the Division, EPA, or any local agency in charge of approving sediment and erosion plans, grading plans or stormwater management plans, and within the time frame specified in the request. If the SWMP is required to be submitted to any of these entities, it must include a signed certification in accordance with Part I.F.1 of the permit, certifying that the SWMP is complete and meets all permit requirements. All SWMPs required under this permit are considered reports that shall be available to the public under Section 308(b) of the CWA and Section 61.5(4) of the Colorado Discharge Permit System Regulations. The permittee shall make plans available to members of the public upon request. However, the permittee may claim any portion of a SWMP as confidential in accordance with 40 CFR Part 2. 11. Total Maximum Daily Load (TMDL) If a TMDL has been approved for any waterbody into which the permittee discharges, and stormwater discharges associated with construction activity have been assigned a pollutant-specific Wasteload Allocation (WLA) under the TMDL, the Division will either: a) Ensure that the WLA is being implemented properly through alternative local requirements, such as by a municipal stormwater permit; or b) Notify the permittee of the WLA, and amend the permittee’s certification to add specific BMPs and/or other requirements, as appropriate. The permittee may be required to do the following: 1) Under the permittee’s SWMP, implement specific management practices based on requirements of the WLA, and evaluate whether the requirements are being met through implementation of existing stormwater BMPs or if additional BMPs are necessary. Document the calculations or other evidence that show that the requirements are expected to be met; and 2) If the evaluation shows that additional or modified BMPs are necessary, describe the type and schedule for the BMP additions/revisions. Discharge monitoring may also be required. The permittee may maintain coverage under the general permit provided they comply with the applicable requirements outlined above. The Division reserves the right to require individual or alternate general permit coverage. PART I Permit - Page 15 Permit No. COR-030000 E. ADDITIONAL DEFINITIONS For the purposes of this permit: 1. Best Management Practices (BMPs): schedules of activities, prohibitions of practices, maintenance procedures, and other management practices to prevent or reduce the pollution of waters of the State. BMPs also include treatment requirements, operating procedures, pollution prevention, and practices to control site runoff, spillage or leaks, waste disposal, or drainage from material storage. 2. Dedicated asphalt plants and concrete plants: portable asphalt plants and concrete plants that are located on or adjacent to a construction site and that provide materials only to that specific construction site. 3. Final stabilization: when all ground surface disturbing activities at the site have been completed, and uniform vegetative cover has been established with an individual plant density of at least 70 percent of pre-disturbance levels, or equivalent permanent, physical erosion reduction methods have been employed. For purposes of this permit, establishment of a vegetative cover capable of providing erosion control equivalent to pre-existing conditions at the site will be considered final stabilization. 4. Municipal separate storm sewer system: a conveyance or system of conveyances (including: roads with drainage systems, municipal streets, catch basins, curbs, gutters, ditches, man-made channels, or storm drains), owned or operated by a State, city, town, county, district, or other public body (created by state law), having jurisdiction over disposal of sewage, industrial waste, stormwater, or other wastes; designed or used for collecting or conveying stormwater. 5. Operator: the entity that has day-to-day supervision and control of activities occurring at the construction site. This can be the owner, the developer, the general contractor or the agent of one of these parties, in some circumstances. It is anticipated that at different phases of a construction project, different types of parties may satisfy the definition of 'operator' and that the permit may be transferred as the roles change. 6. Outfall: a point source at the point where stormwater leaves the construction site and discharges to a receiving water or a stormwater collection system. 7. Part of a larger common plan of development or sale: a contiguous area where multiple separate and distinct construction activities may be taking place at different times on different schedules. 8. Point source: any discernible, confined and discrete conveyance from which pollutants are or may be discharged. Point source discharges of stormwater result from structures which increase the imperviousness of the ground which acts to collect runoff, with runoff being conveyed along the resulting drainage or grading pattern. 9. Pollutant: dredged spoil, dirt, slurry, solid waste, incinerator residue, sewage, sewage sludge, garbage, trash, chemical waste, biological nutrient, biological material, radioactive material, heat, wrecked or discarded equipment, rock, sand, or any industrial, municipal or agricultural waste. 10. Process water: any water which, during manufacturing or processing, comes into contact with or results from the production of any raw material, intermediate product, finished product, by product or waste product. This definition includes mine drainage. 11. Receiving Water: any classified stream segment (including tributaries) in the State of Colorado into which stormwater related to construction activities discharges. This definition includes all water courses, even if they are usually dry, such as borrow ditches, arroyos, and other unnamed waterways. 12. Significant Materials include, but are not limited to: raw materials; fuels; materials such as solvents, detergents, and plastic pellets; finished materials such as metallic products; raw materials used in food processing or production; hazardous substances designated under section 101(14) of CERCLA; any chemical the facility is required to report pursuant to section 313 of title III of SARA; fertilizers; pesticides; and waste products such as ashes, slag and sludge that have the potential to be released with stormwater discharge. 13. Stormwater: precipitation-induced surface runoff. PART I Permit - Page 16 Permit No. COR-030000 F. GENERAL REQUIREMENTS 1. Signatory Requirements a) All reports required for submittal shall be signed and certified for accuracy by the permittee in accordance with the following criteria: 1) In the case of corporations, by a principal executive officer of at least the level of vice-president or his or her duly authorized representative, if such representative is responsible for the overall operation of the facility from which the discharge described in the form originates; 2) In the case of a partnership, by a general partner; 3) In the case of a sole proprietorship, by the proprietor; 4) In the case of a municipal, state, or other public facility, by either a principal executive officer, ranking elected official, or other duly authorized employee, if such representative is responsible for the overall operation of the facility from which the discharge described in the form originates. b) Changes to authorization. If an authorization under paragraph a) of this section is no longer accurate because a different individual or position has responsibility for the overall operation of the facility, a new authorization satisfying the requirements of paragraph a) of this section must be submitted to the Division, prior to or together with any reports, information, or applications to be signed by an authorized representative. c) Certification. Any person signing a document under paragraph a) of this section shall make the following certification: “I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations.” 2. Retention of Records a) The permittee shall retain copies of the SWMP and all reports required by this permit and records of all data used to complete the application to be covered by this permit, for three years after expiration or inactivation of permit coverage. b) The permittee shall retain a copy of the SWMP required by this permit at the construction site from the date of project initiation to the date of expiration or inactivation of permit coverage, unless another location, specified by the permittee, is approved by the Division. 3. Monitoring The Division reserves the right to require sampling and testing, on a case-by-case basis (see Part I.D.1.e), for example to implement the provisions of a TMDL (see Part I.D.11 of the permit). Reporting procedures for any monitoring data collected will be included in the notification by the Division of monitoring requirements. If monitoring is required, the following definitions apply: a) The thirty (30) day average shall be determined by the arithmetic mean of all samples collected during a thirty (30) consecutive-day period. b) A grab sample, for monitoring requirements, is a single “dip and take” sample. PART II Permit - Page 17 Permit No. COR-030000 PART II A. MANAGEMENT REQUIREMENTS 1. Amending a Permit Certification The permittee shall inform the Division (Permits Section) in writing of changes to the information provided in the permit application, including the legal contact, the project legal description or map originally submitted with the application, or the planned total disturbed acreage. The permittee shall furnish the Division with any plans and specifications which the Division deems reasonably necessary to evaluate the effect on the discharge and receiving stream. If applicable, this notification may be accomplished through submittal of an application for a CDPS process water permit authorizing the discharge. The SWMP shall be updated and implemented prior to the changes (see Part I.D.5.c). Any discharge to the waters of the State from a point source other than specifically authorized by this permit or a different CDPS permit is prohibited. 2. Special Notifications - Definitions a) Spill: An unintentional release of solid or liquid material which may cause pollution of state waters. b) Upset: An exceptional incident in which there is unintentional and temporary noncompliance with permit discharge limitations because of factors beyond the reasonable control of the permittee. An upset does not include noncompliance to the extent caused by operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventative maintenance, or careless or improper operation. 3. Noncompliance Notification a) The permittee shall report the following instances of noncompliance: 1) Any noncompliance which may endanger health or the environment; 2) Any spill or discharge of hazardous substances or oil which may cause pollution of the waters of the state. 3) Any discharge of stormwater which may cause an exceedance of a water quality standard. b) For all instances of noncompliance based on environmental hazards and chemical spills and releases, all needed information must be provided orally to the Colorado Department of Public Health and Environment spill reporting line (24-hour number for environmental hazards and chemical spills and releases: 1-877-518-5608) within 24 hours from the time the permittee becomes aware of the circumstances. For all other instances of noncompliance as defined in this section, all needed information must be provided orally to the Water Quality Control Division within 24 hours from the time the permittee becomes aware of the circumstances. For all instances of noncompliance identified here, a written submission shall also be provided within 5 calendar days of the time the permittee becomes aware of the circumstances. The written submission shall contain a description of: 1) The noncompliance and its cause; 2) The period of noncompliance, including exact dates and times, and if the noncompliance has not been corrected, the anticipated time it is expected to continue; 3) Steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance. PART II Permit - Page 18 Permit No. COR-030000 A. MANAGEMENT REQUIREMENTS (cont.) 4. Submission of Incorrect or Incomplete Information Where the permittee failed to submit any relevant facts in a permit application, or submitted incorrect information in a permit application or report to the Division, or relevant new information becomes available, the permittee shall promptly submit the relevant application information which was not submitted or any additional information needed to correct any erroneous information previously submitted. 5. Bypass a) A bypass, which causes effluent limitations (i.e., requirements to implement BMPs in accordance with Parts I.B.3 and I.D.2 of the permit) to be exceeded is prohibited, and the Division may take enforcement action against a permittee for such a bypass, unless: 1) Bypass was unavoidable to prevent loss of life, personal injury, or severe property damage; 2) There were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities (e.g., alternative BMPs), retention of untreated wastes, or maintenance during normal periods of equipment downtime. This condition is not satisfied if the permittee could have installed adequate backup equipment (e.g., implemented additional BMPs) to prevent a bypass which occurred during normal periods of equipment downtime or preventative maintenance; and 3) The permittee submitted notices as required in "Non-Compliance Notification," Part II.A.3. 6. Upsets a) Effect of an Upset: An upset constitutes an affirmative defense to an action brought for noncompliance with permit limitations and requirements if the requirements of paragraph b of this section are met. (No determination made during administrative review of claims that noncompliance was caused by upset, and before an action for noncompliance, is final administrative action subject to judicial review.) b) Conditions Necessary for a Demonstration of Upset: A permittee who wishes to establish the affirmative defense of upset shall demonstrate through properly signed contemporaneous operating logs, or other relevant evidence that: 1) An upset occurred and that the permittee can identify the specific cause(s) of the upset; 2) The permitted facility was at the time being properly operated; 3) The permittee submitted notice of the upset as required in Part II.A.3. of this permit (24-hour notice); and 4) The permittee complied with any remedial measures required under 40 CFR Section 122.41(d) of the federal regulations or Section 61.8(3)(h) of the Colorado Discharge Permit System Regulations. c) Burden of Proof: In any enforcement proceeding the permittee seeking to establish the occurrence of an upset has the burden of proof. 7. Removed Substances Solids, sludges, or other pollutants removed in the course of treatment or control of discharges shall be properly disposed of in a manner such as to prevent any pollutant from such materials from entering waters of the State. 8. Minimization of Adverse Impact The permittee shall take all reasonable steps to minimize any adverse impact to waters of the State resulting from noncompliance with any terms and conditions specified in this permit, including such accelerated or additional monitoring as necessary to determine the nature and impact of the noncomplying discharge. PART II Permit - Page 19 Permit No. COR-030000 A. MANAGEMENT REQUIREMENTS (cont.) 9. Reduction, Loss, or Failure of Stormwater Controls The permittee has the duty to halt or reduce any activity if necessary to maintain compliance with the permit requirements. Upon reduction, loss, or failure of any stormwater controls, the permittee shall, to the extent necessary to maintain compliance with its permit, control production, or remove all pollutant sources from exposure to stormwater, or both, until the stormwater controls are restored or an alternative method of treatment/control is provided. It shall not be a defense for a permittee in an enforcement action that it would be necessary to halt or reduce the permitted activity in order to maintain compliance with the conditions of this permit. 10. Proper Operation and Maintenance The permittee shall at all times properly operate and maintain all facilities and systems of treatment and control (and related appurtenances) which are installed or used by the permittee to achieve compliance with the conditions of this permit. Proper operation and maintenance includes effective performance, adequate funding, adequate operator staffing and training, and adequate laboratory and process controls, including appropriate quality assurance procedures. This provision requires the operation of back-up or auxiliary facilities or similar systems only when necessary to achieve compliance with the conditions of the permit. B. RESPONSIBILITIES 1. Inspections and Right to Entry The permittee shall allow the Director of the State Water Quality Control Division, the EPA Regional Administrator, and/or their authorized representative(s), upon the presentation of credentials: a) To enter upon the permittee's premises where a regulated facility or activity is located or in which any records are required to be kept under the terms and conditions of this permit; b) At reasonable times to have access to and copy any records required to be kept under the terms and conditions of this permit and to inspect any monitoring equipment or monitoring method required in the permit; and c) To enter upon the permittee's premises to investigate, within reason, any actual, suspected, or potential source of water pollution, or any violation of the Colorado Water Quality Control Act. The investigation may include, but is not limited to, the following: sampling of any discharge and/or process waters, the taking of photographs, interviewing permittee staff on alleged violations and other matters related to the permit, and access to any and all facilities or areas within the permittee's premises that may have any effect on the discharge, permit, or any alleged violation. 2. Duty to Provide Information The permittee shall furnish to the Division, within the time frame specified by the Division, any information which the Division may request to determine whether cause exists for modifying, revoking and reissuing, or inactivating coverage under this permit, or to determine compliance with this permit. The permittee shall also furnish to the Division, upon request, copies of records required to be kept by this permit. 3. Transfer of Ownership or Control Certification under this permit may be transferred to a new permittee if: a) The current permittee notifies the Division in writing when the transfer is desired as outlined in Part I.A.7; and b) The notice includes a written agreement between the existing and new permittees containing a specific date for transfer of permit responsibility, coverage and liability between them; and c) The current permittee has met all fee requirements of the Colorado Discharge Permit System Regulations, Section 61.15. PART II Permit - Page 20 Permit No. COR-030000 B. RESPONSIBILITIES (cont.) 4. Modification, Suspension, or Revocation of Permit By Division All permit modification, inactivation or revocation and reissuance actions shall be subject to the requirements of the Colorado Discharge Permit System Regulations, Sections 61.5(2), 61.5(3), 61.7 and 61.15, 5 C.C.R. 1002-61, except for minor modifications. a) This permit, and/or certification under this permit, may be modified, suspended, or revoked in whole or in part during its term for reasons determined by the Division including, but not limited to, the following: 1) Violation of any terms or conditions of the permit; 2) Obtaining a permit by misrepresentation or failing to disclose any fact which is material to the granting or denial of a permit or to the establishment of terms or conditions of the permit; 3) Materially false or inaccurate statements or information in the application for the permit; 4) Promulgation of toxic effluent standards or prohibitions (including any schedule of compliance specified in such effluent standard or prohibition) which are established under Section 307 of the Clean Water Act, where such a toxic pollutant is present in the discharge and such standard or prohibition is more stringent than any limitation for such pollutant in this permit. b) This permit, and/or certification under this permit, may be modified in whole or in part due to a change in any condition that requires either a temporary or permanent reduction or elimination of the permitted discharge, such as: 1) Promulgation of Water Quality Standards applicable to waters affected by the permitted discharge; or 2) Effluent limitations or other requirements applicable pursuant to the State Act or federal requirements; or 3) Control regulations promulgated; or 4) Other available information indicates a potential for violation of adopted Water Quality Standards or stream classifications. c) This permit, or certification under this permit, may be modified in whole or in part to include new effluent limitations and other appropriate permit conditions where data submitted pursuant to Part I indicate that such effluent limitations and permit conditions are necessary to ensure compliance with applicable water quality standards and protection of classified uses. d) At the request of the permittee, the Division may modify or inactivate certification under this permit if the following conditions are met: 1) In the case of inactivation, the permittee notifies the Division of its intent to inactivate the certification, and certifies that the site has been finally stabilized; 2) In the case of inactivation, the permittee has ceased any and all discharges to state waters and demonstrates to the Division there is no probability of further uncontrolled discharge(s) which may affect waters of the State. 3) The Division finds that the permittee has shown reasonable grounds consistent with the Federal and State statutes and regulations for such modification, amendment or inactivation; 4) Fee requirements of Section 61.15 of the Colorado Discharge Permit System Regulations have been met; and 5) Applicable requirements of public notice have been met. For small construction sites covered by a Qualifying Local Program, coverage under this permit is automatically terminated when a site has been finally stabilized. PART II Permit - Page 21 Permit No. COR-030000 B. RESPONSIBILITIES (cont.) 5. Permit Violations Failure to comply with any terms and/or conditions of this permit shall be a violation of this permit. Dischargers of stormwater associated with industrial activity, as defined in the EPA Stormwater Regulation (40 CFR 122.26(b)(14) and Section 61.3(2) of the Colorado Discharge Permit System Regulations, which do not obtain coverage under this or other Colorado general permits, or under an individual CDPS permit regulating industrial stormwater, will be in violation of the federal Clean Water Act and the Colorado Water Quality Control Act, 25-8-101, as amended. Failure to comply with CDPS permit requirements will also constitute a violation. 6. Legal Responsibilities The issuance of this permit does not convey any property or water rights in either real or personal property, or stream flows, or any exclusive privileges, nor does it authorize any injury to private property or any invasion of personal rights, nor any infringement of Federal, State or local laws or regulations. Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the permittee from any responsibilities, liabilities, or penalties established pursuant to any applicable State law or regulation under authority granted by Section 510 of the Clean Water Act. 7. Severability The provisions of this permit are severable. If any provisions of this permit, or the application of any provision of this permit to any circumstance, are held invalid, the application of such provision to other circumstances and the application of the remainder of this permit shall not be affected. 8. Renewal Application If the permittee desires to continue to discharge, a permit renewal application shall be submitted at least ninety (90) days before this permit expires. If the permittee anticipates that there will be no discharge after the expiration date of this permit, the Division should be promptly notified so that it can inactivate the certification in accordance with Part II.B.4.d. 9. Confidentiality Except for data determined to be confidential under Section 308 of the Federal Clean Water Act and Colorado Discharge Permit System Regulations, Section 61.5(4), all reports prepared in accordance with the terms of this permit shall be available for public inspection at the offices of the Division. The permittee must state what is confidential at the time of submittal. Any information relating to any secret process, method of manufacture or production, or sales or marketing data which has been declared confidential by the permittee, and which may be acquired, ascertained, or discovered, whether in any sampling investigation, emergency investigation, or otherwise, shall not be publicly disclosed by any member, officer, or employee of the Commission or the Division, but shall be kept confidential. Any person seeking to invoke the protection of this section shall bear the burden of proving its applicability. This section shall never be interpreted as preventing full disclosure of effluent data. 10. Fees The permittee is required to submit payment of an annual fee as set forth in the Water Quality Control Act. Failure to submit the required fee when due and payable is a violation of the permit and will result in enforcement action pursuant to Section 25-8-60l et. seq., C.R.S. l973 as amended. PART II Permit - Page 22 Permit No. COR-030000 B. RESPONSIBILITIES (cont.) 11. Requiring an Individual CDPS Permit The Director may require the permittee to apply for and obtain an individual or alternate general CDPS permit if: a) The discharger is not in compliance with the conditions of this general permit; b) Conditions or standards have changed so that the discharge no longer qualifies for a general permit; or c) Data/information become available which indicate water quality standards may be violated. The permittee must be notified in writing that an application for an individual or alternate general CDPS permit is required. When an individual or alternate general CDPS permit is issued to an operator otherwise covered under this general permit, the applicability of this general permit to that operator is automatically inactivated upon the effective date of the individual or alternate general CDPS permit. Appendix B NRCS Soils Report Appendix C Site Map & Stormwater Inspection Form Site Status (as of 9/28/2010) 1 4 D a y M o n t h l y >7 0 %v e g c o v e r R e c l a i m e d Notes Latham 32-11D X Chevron 33-17D (E33)X Laydown Yard X Chevron 33-9D X Berry 1-18 / Pond Site X Berry 18-21D X Laydown Yard Chevron 33-9D Latham 32-11D Berry 1-18/Pond Site Chevron 33-17D (E33) PROJECT NO: DRAWN BY: DATE: 010-0779 JAS 06/04/2010 AREA LOCATION MAP GARDEN GULCH SECTION 3 BERRY PETROLEUM COMPANY GARFIELD COUNTY, COLORADO 826 21-1/2 ROAD GRAND JUNCTION, CO 81505 TEL 970.263.7800 FAX 970.263.7456 FIGURE 1 Legend Pad Location Section 3 Roads Garden Gulch Extension Road 0 0.25 0.50.125 Miles 008-2215PROJECT NO: DRAWN BY: 5/27/10DATE: JAS PAD NAME Berry Petroleum Compay QTR QTR, Section #, Township #N, Range# Garfield County, CO Map Not to Scale FAX 970.263.7456 TEL 970.263.7800 Grand Junction, CO 81505 826 21½ Road Revision: 0 5/27/10 L i n e d R e s e r v e P i t Tank Tank Sediment Trap Wattle Turn Out Construction Site Boundry (1) (2) (3) (4) (5) Legend Earthen Berm Fi l l s l o p e C u t s l o p e BERRY PETROLEUM COMPANY STORMWATER INSPECTION REPORT General Information Location Date of Inspection Inspector’s Name Type of Inspection: 14 Day (active construction) Post-storm event (active construction) Monthly Have there been any deviations from the required minimum inspection schedule as described in the SWMP? Yes No If yes, describe: #BMP & Location BMP Installed & Functioning as intended? BMP Maintenance / Replacement Required? Notes/Corrective Action Needed (please bold all corrective action items) Date Completed Initial 1 Wattles Yes No Yes No 2 Wattles Yes No Yes No 3 Sediment Trap Yes No Yes No 4 Turnout Yes No Yes No 5 Perimeter Berm Yes No Yes No Notes Corrective Action Date Completed Initial To the best of my knowledge and belief, this site is in compliance with the permit requirements. Print name and title: Inspector Signature: Date: The corrective action items noted in this inspection report have been completed. Print name and title: Contractor Signature: Date: Appendix D BMP Installation WEU. PAP BERM SECTION I ~ , .. -~· ~ ~~~ ru~aL 18" -3D" WELL PAD Fill. .. , ,,,,~~~~~fl~~-~j\~~~~~~j~~'j\;1j1;1j\~1j~~lj\~~j~~lj\~lllli~11 111'''111'''TII'· ~1 i 1. , JIJ~rn~ ~ ~ i 11 ~ ~ ~ i 11 '.11111111111111111111rn1 i 1rn1 i 1rn~ i 111w;- EXISTING GROUND ____/' -1 1 11 1-111-111 _I II_ 11 I- 6 SCHMUESER GORDON MEYER, INC. 118 W. 6th Street, Suite 200 Olen:'\'ood SP.rinqs, Color9do 81601 (970J 945-100'1-FAX t970) 945-5948 SCHMUESER I GORDON I MEYER Aspen, Colorado (970) 925-6727 E N o 1 N E E R s 1 s u R v E v o R s Crested Butte, CO (970) 349-5355 AGGREGATE CHECK DAM INSTALLATION FILL UPSTREAM SLOPE OF CHECK DAM W/~ 5/8" GRAVEL •.· . <[ CONSTRUCT ROAD DITCH /CHECK DAM W/ WITH / 6" MINUS COBBLE ROAD SIDE DITCH ... ·. PLAN VIEW SECTION AA / ... CONSTRUCT WEIR IN CENTER OF CHECK DAM, MID POINT OF WEIR IS TO BE APPROXIMATELY 4" LOWER TH AN ROAD SIDE EDGE OF CHECK DAM NOTE: CHECK DAMS TO BE PLACED NO FURTHER THAN 100 FT. APART. 6 SCHMUESER GORDON MEYER, INC. 118 W. 6th Street, Suite 200 Olen:'\'ood SP.rinqs, Color9do )81601 (970J 945-100'1-FAX t970 945-5948 I ER Aspen, Colorado (970) 925-6727 SCHMUESER I GORDON MEY Crested Butte, CO (970) 349-5355 ENGINEERS I SURVEYORS ROAD SIDE DITCH WITH SEDIMENT TRAP ROAD SIDE DITCH WITH SEDIMENT TRAP ROAD CR<>:§NG CULVERT SECTIONS COMPACTED FILL .· ,,,,'.f f~~r~i~f f~~~11~itr~:~:: ~gp~,~~~~~;;iTECTION ... ., •• ,, ·, 1 ~:~1 PROTECTED CHANNEL COMPACTED FILL EXISTING GRAVEL ROAD 6 SCHMUESER I GORDON I MEYER ENGINEERS I SURVEYORS , ·t :~.:/:'~\... TO STREAM OUll.ET PROTECTION WITH RIPRAP PROTECTED CHANNEL TO STREAM SCHMUESER GORDON MEYER, INC. 118 W. 6th Street, Suite 200 Olen:'\'ood SP.rinqs, Color9do 81601 (970J 945-100'1-FAX t970) 945-5948 Aspen, Colorado (970) 925-6727 Crested Butte, CO (970) 349-5355 I I I I STREAM~ OUTLET PROTECTION AND DRAINAGE CHANNEL 6" -9" COBBLE RIPRAP SEE OUTLET PROTECTION DETAIL I I \ ' I I I D'PICAL ROAP CROSSING CULVERT PLAN 6 SCHMUESER I GORDON I MEYER ENGINEERS I SURVEYORS I I ~ROADSIDE DITCH I ROADSIDE SEDIMENT TRAP (12" DEPTH; 15-20 S.F.; 6" COBBLE) WEIR INLET PROTECTION D50 = 12" RIPRAP SCHMUESER GORDON MEYER, INC. 118 W. 6th Street, Suite 200 Olen:'\'ood SP.rinqs, Color9do 81601 (970J 945-100'1-FAX t970) 945-5948 Aspen, Colorado (970) 925-6727 Crested Butte, CO (970) 349-5355 TYPICAL ROAD CROSSING CULVERT OUTLET PROTECTION OUTLET PROlECTION DRAINAGE CHANNEL 611 -911 COBBLE RIPRAP I OUTLET PROTECTION .. .... '· KEY IN BOULDERS 1"-3" IN DIA. AT CUL VERT OUTLET CULVERT FILL SLOPE Y ·•·-... . .. I EXISTING ·.,·., .. ,., -.::r:·.·: .. ; ·.~.:· .. :··:.·, :.· .. ·:•· • 0 • t'< • • 0 o I' ~ .. o' ~· ol .. 0 0 o t'l, 0 .. I : 'ti,,' GRAVEL ROAD • SECTION AA 6 SCHMUESER I GORDON I MEYER ENGINEERS I SURVEYORS ROUND COBBLES, SIZE=6" -9" SCHMUESER GORDON MEYER, INC. 118 W. 6th Street, Suite 200 Olen:'\'ood SP.rinqs, Color9do 81601 (970J 945-100'1-FAX t970) 945-5948 Aspen, Colorado (970) 925-6727 Crested Butte, CO (970) 349-5355 ROAD DITCH AND BERM SECTION GRAVEL ROAD ROAD SIDE BERM, TO BE COMPACTED W/ EXCAVATOR BUCKET, SHAPED ROUND, UNIFORM HEIGHT 1a• -36" HIGH. SPRAY BERM W/ SAME STABILIZATION CONTROL AS FILL SLOPE AVAILABLE NATURAL MATERIAL FOR FILL SLOPE AND BERM 6 SCHMUESER GORDON MEYER, INC. 118 W. 6th Street, Suite 200 Olen:'\'ood SP.rinqs, Color9do 81601 (970J 945-100'1-FAX t970) 945-5948 SCH "UESER I GORDON I "E ER Aspen, Colorado (970) 925-6727 EN o"': NEER s 1 s u R v E ';' 0 ~ s Crested Butte, CO (970) 349-5355 D.O.F.· . .... BR 4 SEDIMENT TRAP SEDIMENT TRAP ·1 ooo .so. CT. . MIN ·DEPTH 2-' · •• ,. ··-•.&. .F._, .. ,, •1.,··· "'., • , ...... #9~. ~ • '•! ..... !,! . ~ ; •' . .. . ' . .. . ' ~ . ' ... ~ . •' ~ . ' . ... . ' . .. . ' ... ' ~ . ' ~ . ' ... . ' ~ 6. ,.a.,,A,,.a.,,.a.,,Ji..,,A,,~,,~,,A,,6 ,.a.,,6,,A,,Jt..,,.A.,,.p.,,~,,A,,.a. ,6 / •• .. • -•. -.. • -• • -•• -• ·~ • !. ·-· • • .. • -•. -• • -• • -•• - - Iii '• '~-"•., 'l., ''· '!.•. !'~. -"•• -'• -'• '• ,. EXISTING GRAVEL CONSTRUCT SEDIMENT ROAD TRAP WITH 6" COBBLE • ,, b. EXISTING GRAVEL ROAD EXISTING GROUND WEIR DETAIL 6 SCHMUESER I GORDON I MEYER ENGINEERS I SURVEYORS SCHMUESER GORDON MEYER, INC. 118 W. 6th Street, Suite 200 Olen:'\'ood SP.rinqs, Color9do 81601 (970J 945-100'1-FAX t970) 945-5948 Aspen, Colorado (970) 925-6727 Crested Butte, CO (970) 349-5355 BR 5 CULVERT CROSSING W/ INLET/OUTLET PROTECTION ·· .... . . ... .. · .'·. . . · ... ; . •:' .· ... ". ·.··: .. · ... •· . . ' ..... ·-:.· EXISTING GRAVEL ROAD UL VERT PROFILE VIEW PROTECTED CHANNEL TO STREAM 6 SCHMUESER I GORDON I MEYER ENGINEERS I SURVEYORS SCHMUESER GORDON MEYER, INC. 118 W. 6th Street, Suite 200 Olen:'\'ood SP.rinqs, Color9do 81601 (970J 945-100'!-FAX t970) 945-5948 Aspen, Colorado (970) 925-6727 Crested Butte, CO (970) 349-5355 BR 7 INLET CULVERT PROTECTION UNNAMED STREAM SECTION 13 STREAM CHANNEL RIPRAP IN CHANNEL TO BE D50=12" MIXED WITH 6 11 MINUS .. .., .. .. ~ ... ·'~· .. :'" ... .. . ~ .. :'•• EXISTING GRAVEL ROAD CULVERT PITCHED TO MEET EXISTING GRADE AT OUTLET PLAN VIEW SECTION AA COBBLE STONE EXISTING 24" CULVERT SEDIMENT TRAP, SEE BR 8 SEDIMENT TRAP SHEET FOR DETAILS ···!·~:·:~~~EXISTING .. GRAVEL ROAD MAXIMUM 1: 1 PITCH FOR FILL SLOPE EXISTING 24" CULVERT INSTALL RIPRAP IN STREAM CHANNEL FOR MIN. OF 10 FT. FROM CULVERT ·STREAM CHANNEL 6 SCHMUESER GORDON MEYER, INC. 118 W. 6th Street, Suite 200 Olen:'\'ood SP.rinqs, Color9do 81601 (970J 945-100'1-FAX t970) 945-5948 SCH "UESER I GORDON I "E ER Aspen, Colorado (970) 925-6727 EN o"': NEER s 1 s u R v E ';' 0 ~ s Crested Butte, CO (970) 349-5355 BR 7 OUTLET CULVERT PROTECTION UNNAMED STREAM SECTION 13 RIPRAP FOR BANKED SLOPES, ROCK 1 '-3' DIA. KEY INTO PLACE .·. '. ,. STREAM CHANNEL EXISTING GRAVEL ROAD PLAN VIEW SECTION AA 6 SCHMUESER I GORDON I MEYER ENGINEERS I SURVEYORS MAXIMUM 1:1 PITCH FOR FILL SLOPE EXISTING '· RIPRAP IN CHANNEL TO BE D50=12" MIXED WITH 6" MINUS COBBLE STONE 48" CULVERT INSTALL RIPRAP IN STREAM CHANNEL FOR MIN. OF 10 FT. FROM CULVERT TREAM CHANNEL SCHMUESER GORDON MEYER, INC. 118 W. 6th Street, Suite 200 Olen:'\'ood SP.rinqs, Color9do 81601 (970J 945-100'1-FAX t970) 945-5948 Aspen, Colorado (970) 925-6727 Crested Butte, CO (970) 349-5355 BR 8 SEDIMENT TRAP BLOCK SEDIMENT TRAP WITH ROCK 1 '-3' DIA. DOWN TO STREAM .. •' ~ ' ' ' .... . ' J.. EXISTING GRAVEL ROAD WEIR SEDIMENT TRAP 225 SQ. FT. MIN DEPTH 2' . 1' CONTOURS ,6, ,A, ,A, I -• •) -... • -.. -,, .. - ' ~ . ' .... CONSTRUCT SEDIMENT TRAP WITH 6" COBBLE SECTION AA 6 SCHMUESER GORDON MEYER, INC. 118 W. 6th Street, Suite 200 Olen:'\'ood SP.rinqs, Color9do 81601 (970J 945-100'1-FAX t970) 945-5948 SCHMUESER I GORDON I MEYER Aspen, Colorado (970) 925-6727 E N o 1 N E E R s 1 s u R v E v o R s Crested Butte, CO (970) 349-5355 BR 11 SEDIMENT TRAP ... ·. WEIR ·sEE · .· .. : .: . " CONSTRUCT RUNDOWN TO STREAM WITH DETAIL .. . . . . . SEDIMENT TRAP - 500 SQ. FT. -·. MIN DEPTH 2" · 1' CONTOURS .. _. ' . · .. 50= 12" ROCK MIXED WITH 6" COBBLE CONSTRUCT SEDIMENT TRAP WITH 6" COBBLE WEIR DETAIL ~ ..:>:~:~::· .... -..J' J ... · .. :-: .... ·:.. EXISTING ·-.~· ;_~~.' ~:7 GRAVEL ROAD . ' .... '·~ ......... .. RUNDC>Ylll DETAIL SECTION AA 6 SCHMUESER I GORDON I MEYER ENGINEERS I SURVEYORS SCHMUESER GORDON MEYER, INC. 118 W. 6th Street, Suite 200 Olen:'\'ood SP.rinqs, Color9do 81601 (970J 945-100'!-FAX t970) 945-5948 Aspen, Colorado (970) 925-6727 Crested Butte, CO (970) 349-5355 BR 12 INLET CULVERT PROTECTION McKAY GULCH STREAM CHANNEL SEDIMENT TRAP W/ RUNDOWN SEE BR 11 SEDIMENT TRAP SHEET FOR DETAILS EXISTING GRAVEL ROAD CULVERT PITCHED TO MEET EXISTING GRADE AT OUTLET SECTION AA 6 SCHMUESER I GORDON I MEYER ENGINEERS I SURVEYORS RIPRAP IN CHANNEL TO BE D50=12" MIXED WITH 6" MINUS COBBLE STONE MAXIMUM 1: 1 PITCH FOR FILL SLOPE EXISTING 48 .. CULVERT INSTALL RIPRAP IN STREAM CHANNEL FOR MIN. OF 10 FT. FROM CULVERT ' TREAM CHANNEL SCHMUESER GORDON MEYER, INC. 118 W. 6th Street, Suite 200 Olen:'\'ood SP.rinqs, Color9do 81601 (970J 945-100'1-FAX t970) 945-5948 Aspen, Colorado (970) 925-6727 Crested Butte, CO (970) 349-5355 BR 12 OUTLET CULVERT PROTECTION McKAY GULCH RIPRAP FOR BANKED SLOPES, ROCK 1 '-3' DIA. KEY INTO PLACE '!· .. ·;-!.:-:--!:' _..,,,---r--... "' •. "'•. "' . • ·;:!.:-:~!·~: ,......~~.....,,....,, .... ~.~· • .:.~ .. .: Y'V-..J ... • .• !·.: .• l·~'~""'-'"Y"Tl : . .:.~-_,:.~.; . ··. STREAM CHANNEL EXISTING GRAVEL ROAD J> PLAN VIEW ~ ... -.. ~ ... . ' .. RIPRAP IN CHANNEL TO BE 050=12" MIXED WITH 6" MINUS COBBLE STONE MAXIMUM 1: 1 PITCH FOR FILL SLOPE EXISTING 48" CULVERT SECTION AA 6 SCHMUESER I GORDON I MEYER ENGINEERS I SURVEYORS INSTALL RIPRAP IN STREAM CHANNEL FOR MIN. OF 10 FT. FROM CUL VERT TREAM CHANNEL SCHMUESER GORDON MEYER, INC. 118 W. 6th Street, Suite 200 Olen:'\'ood SP.rinqs, Color9do 81601 (970J 945-100'1-FAX t970) 945-5948 Aspen, Colorado (970) 925-6727 Crested Butte, CO (970) 349-5355 BR 13 SEDIMENT TRAP TOE SLOPE OF SEDIMENT TRAP TO BE CONSTRUCTED WITH ROCK 1 '-3' DIA. DOWN TO STREAM ... _ •.:.. ... _. ... .3' .. ,_, '-• ~· -'• -'• ' • ~ ' 1, • bi. • •' • l!lrrri. • ' • ~ ' ' • bi. • ' • bi. SEDIMENT TRAP 225 SQ. FT. MIN DEPTH .. 2' . 1' CONTOURS A, ,A, ,A, ,.6., ,A, ,4P, '~· ... _. .. . ... _.... _ .... _ .... ,_ ~~--'--'r'c._'-~'--'.ncc._>....-;~c._ EXISTING GRAVEL ROAD SECTION AA CONSTRUCT SEDIMENT TRAP WITH 6" COBBLE Olen:'\'ood SP.rinqs, Color9do 81601 (970J 945-100'1-FAX t970) 945-5948 6 SCHMUESER GORDON MEYER, INC. 118 W. 6th Street, Suite 200 SCHMUESER I GORDON I MEYER Aspen, Colorado (970) 925-6727 E N o 1 N E E R s 1 s u R v E v o R s Crested Butte, CO (970) 349-5355 BR 14 SEDIMENT TRAP CONSTRUCT SEDIMENT TRAP WITH 6;; COBBLE SECTION AA : .. 6 SEDIMENT T.RAP 300 SQ. FT. MIN DEPTH 2' BIR DETAIL 2'-J' 12" MIN. RUNDOWN DETAIL SCHMUESER GORDON MEYER, INC. 118 W. 6th Street, Suite 200 Olen:'\'ood SP.rinqs, Color9do 81601 SCHMUESER I GORDON I MEYER (970J 945-100'1-FAX t970) 945-5948 Aspen, Colorado (970) 925-6727 Crested Butte, CO (970) 349-5355 ENGINEERS I SURVEYORS BR 15 INLET CULVERT PROTECTION CORRAL GULCH RIPRAP IN CHANNEL TO BE D50=12" MIXED WITH 6" MINUS COBBLE STONE SEDIMENT TRAP W/ RUNDOWN SEE BR 14 SEDIMENT TRAP SHEET FOR DETAILS CULVERT PITCHED TO MEET EXISTING GRADE AT OUTLET 6 STREAM CH._ANN,EL · ._ : .. · . ..... VIEW MAXIMUM 1: 1 PITCH FOR FILL SLOPE ~-... .. · ' RIPRAP FOR BANKED SLOPES, ROCK 1 '-3' DIA. KEY INTO PLACE EXISTING SECTION AA CULVERT INSTALL RIPRAP IN STREAM CHANNEL FOR MIN. OF 10 FT. FROM CUL VERT · STREAM CHANNEL SCHMUESER GORDON MEYER, INC. 118 W. 6th Street, Suite 200 Olen:'\'ood SP.rinqs, Color9do 81601 SCHMUESER I GORDON I MEYER (970J 945-100'1-FAX t970) 945-5948 Aspen, Colorado (970) 925-6727 Crested Butte, CO (970) 349-5355 ENGINEERS I SURVEYORS :-:· .. : .. . :·.· ... 1. ·:.. • •.. . :· ,·, ;.· .. ... · .... .-- ···.·. · ..... . :·· ···.· .· .. : ~ '· ·. . . . · .. : ........ :.· .. : · ... :·· ··· .. ·. I•• •; • •.: • ·.·· :· , ... . ·· ... EXISTING GRAVEL CIRCULAR DISK ROCK UNDOWN FROM SEDIMENT POND RIPRAP IN CHANNEL : TO BE 050=12" MIXED WITH 6" MINUS COBBLE STONE EXISTING GRAVEL ROAD J> PLAN VIEW SECTION AA 6 SCHMUESER I GORDON I MEYER ENGINEERS I SURVEYORS MAXIMUM 1: 1 PITCH FOR FILL SLOPE EXISTING 48" CULVERT INSTALL RIPRAP IN STREAM CHANNEL FOR MIN. OF 10 FT. FROM CULVERT TREAM CHANNEL SCHMUESER GORDON MEYER, INC. 118 W. 6th Street, Suite 200 Olen:'\'ood SP.rinqs, Color9do 81601 (970J 945-100'1-FAX t970) 945-5948 Aspen, Colorado (970) 925-6727 Crested Butte, CO (970) 349-5355 BR 16 SEDIMENT TRAP 1' CONTOURS SEDIMENT TRAP 750 SQ. FT. MIN DEPTH 2' WEIR DETAIL EXISTING GRAVEL ROAD .to"NSTR.UC.T -.SEDIM.ENT ' . . . . " · · · TRAP WITH ·5 COBBLE . . . ·WEIR SEE : DE°TA1l.· ·. '-...,S-?-.J":;--'"~'""~.r::;-~..;,;<i-. GE OR ID GE, . 6 ·.W/ EROSlON -~ CpNiHOL BLANKET .. SEE-. DETAIL ·TEMPORARY "BRIDGE FOR AC.CESS -·-to . PIPELINE CROSSES ·.SEDIMENT TRAP ·OVER EROSION CONTROL BLANKET SCHMUESER GORDON MEYER, INC. 118 W. 6th Street, Suite 200 Olen:'\'ood SP.rinqs, Color9do 81601 SCHMUESER I GORDON I MEYER (970J 945-100'1-FAX t970) 945-5948 Aspen, Colorado (970) 925-6727 Crested Butte, CO (970) 349-5355 ENGINEERS I SURVEYORS ·.· .... . . ..... . ··.A··.:·.:.··. · .... . ·: BR 27 SEDIMENT TRAP CONSTRUCT SEDIMENT TRAP WITH 6" COBBLE SECTION AA . ·. . :-....... ~: ·. .·. . . . . . ·. . .... ·· .. . :.: .... ., .. .· .. · ... -. ·· .... ,· . . •. =· •. ,!· • . . . . ~-· .. . .. :. . . . .. .· •'. . . . .... '\. . . ·:·. . .·. ~ . ' ~ . . ., . ·.· ... : ...... •"/: · .. ··. : .. ·.·. ·. . . ~ . SEDIMENT TRAP 225 SQ. FT. MIN DEPTH 2' 6 SCHMUESER GORDON MEYER, INC. 118 W. 6th Street, Suite 200 Olen:'\'ood SP.rinqs, Color9do 81601 (970J 945-100'1-FAX t970) 945-5948 SCH "UESER I GORDON I "E ER Aspen, Colorado (970) 925-6727 EN o"': NEER s 1 s u R v E ';' 0 ~ s Crested Butte, CO (970) 349-5355 WEIR BR 29 SEDIMENT TRAP SECTION AA SEDIMENT TRAP 300 SQ. FT. MIN DEPTH .. 2' . 1' CONTOURS CONSTRUCT SEDIMENT TRAP WITH 6" COBBLE 6 SCHMUESER GORDON MEYER, INC. 118 W. 6th Street, Suite 200 Olen:'\'ood SP.rinqs, Color9do 81601 (970J 945-100'1-FAX t970) 945-5948 SCH "UESER I GORDON I "E ER Aspen, Colorado (970) 925-6727 EN o"': NEER s 1 s u R v E ';' 0 ~ s Crested Butte, CO (970) 349-5355 EXISTING TWO TRACK ROAD BR 38 INLET CULVERT PROTECTION CIRCLE DOT DRAINAGE EXISTING GRAVEL ROAD PLAN VIEW RIPRAP IN CHANNEL TO BE 050=12" MIXED WITH 6" MINUS COBBLE STONE RIPRAP FOR BANKED SLOPES, ROCK 1 '-3' DIA. KEY INTO PLACE MAXIMUM 1: 1 PITCH FOR FILL SLOPE EXISTING 42" CULVERT INSTALL RIPRAP CULVERT PITCHED TO MEET EXISTING GRADE AT OUTLET IN STREAM CHANNEL FOR MIN. OF 10 FT. FROM CULVERT · TREAM CHANNEL SECTION AA 6 SCHMUESER I GORDON I MEYER ENGINEERS I SURVEYORS SCHMUESER GORDON MEYER, INC. 118 W. 6th Street, Suite 200 Olen:'\'ood SP.rinqs, Color9do 81601 (970J 945-100'1-FAX t970) 945-5948 Aspen. Colorado (970) 925-6727 Crested Butte, CO (970) 349-5355 BR 38 OUTLET CULVERT PROTECTION CIRCLE DOT DRAINAGE STREAM CHANNEL EXISTING GRAVEL ROAD J> PLAN VIEW EXISTING 42" CULVERT RIPRAP IN CHANNEL TO BE 050=12" MIXED WITH 611 MINUS COBBLE STONE MAXIMUM 1: 1 PITCH FOR FILL SLOPE EXISTING 42" CULVERT INSTALL RIPRAP IN STREAM CHANNEL FOR MIN. OF 10 FT. FROM CULVERT TREAM CHANNEL SECTION AA 6 SCHMUESER I GORDON I MEYER ENGINEERS I SURVEYORS SCHMUESER GORDON MEYER, INC. 118 W. 6th Street, Suite 200 Olen:'\'ood SP.rinqs, Color9do 81601 (970J 945-100'1-FAX t970) 945-5948 Aspen, Colorado (970) 925-6727 Crested Butte, CO (970) 349-5355 BR 39 EPHEMERAL STREAM CULVERT CROSSING INLET &: OUTLET CUL VERT PROTECTION RIPRAP IN CHANNEL TO BE D50=12" MIXED WITH 6" MINUS COBBLE STONE RIPRAP FOR BANKED SLOPES, ROCK 1'-3' DIA. KEY INTO PLACE MAX SLOPE 1: 1 ' ~ . ' ~ ' 4::.. ' ~ ' L::.. _v, -v' ,, ~ " ~ " ~ - ' ~ ' ~ ' ,, 17' " 17' " ' ~ ~ -~ ' ' -A , -6' I v " & " "'V' ,, 17' " 17' RIPRAP FOR BANKED SLOPES, ROCK 1'-3' DIA. KEY INTO PLACE MAX SLOPE 1: 1 EXISTING 24" CULVERT " ~ ' ' L::.. v. ·--" ~- ~ ' 1' 17' " -' ~ ..! A, .-,, "'V' 17' " RIPRAP IN CHANNEL TO BE D50=12" MIXED WITH 6" MINUS COBBLE STONE ~ EPHEMERAL STREAM ' ~ ' L::.. ' ' ~ L::.. ' v. r v ·-v !. " ~ ,,. ..) " ' " ' "' BREAK LINE v " v ,, v ' ~ ""} 6' L A, -A;- " "'V' " "'V' " 17' " 17' 17' 6 1, a "+ ~ ' " ,~ ~ "7 1" EXISTING 24• CULVERT ~ •' ~ ' ~ ' ~ ' ' ~ ' I ' L::.. ' L::.. ' 4::.. ' ~ ' a v_• U' • _v, _v• -v. " ~ -" ~ " ,, ~ " ~ -- .... .... ~ 1' EXISTING GRAVEL ROAD .... ..... .. -~ -' ~ -~ ~ -' ' ..o.-. .a. ' -..o.' -..::.,, -A, 17' " "'V' ,, 1,, 17' EPHEMERAL STREAM "'V' I 17' " " v ,, & " " 17' ,, 17' SEDIMENT POND W/ RUNDOWN, SEE BR 40 DETAIL SCHMUESER GORDON MEYER, INC. 118 W. 6th Street, Suite 200 Olen:'\'ood SP.rinqs, Color9do 81601 ' ~ I "7 " SCHMUESER I GORDON I MEYER (970J 945-100'1-FAX t970) 945-5948 Aspen, Colorado (970) 925-6727 Crested Butte, CO (970) 349-5355 ENGINEERS I SURVEYORS BR 40 SEDIMENT POND REINFORCE ROAD FILL SLOPE WITH ROCK 1'-J' IN DIA. CONSTRUCT ROCK RUNDOWN WITH NATIVE ROCK s·-s· IN SIZE ROCK RUNDOWN, TO DRAINAGE SEE BR 39 1' CONTOURS 6 SCHMUESER I GORDON I MEYER ENGINEERS I SURVEYORS SEDIMENT POND, CONSTRUCT WITH NATURAL MA TERI AL 100 SQ. FT., 2' MIN DEPTH SCHMUESER GORDON MEYER, INC. 118 W. 6th Street, Suite 200 Olen:'\'ood SP.rinqs, Color9do 81601 (970J 945-100'1-FAX t970) 945-5948 Aspen, Colorado (970) 925-6727 Crested Butte, CO (970) 349-5355 EXISTING GRAVEL ROAD FILL SLOPE OF ROAD ROCK RUNDOWN, FROM ROAD SIDE DITCH TO POND BR 42 HOUSE LOG GULCH INLET PROTECTION SOIL EROSION BLANKET STRAW WATTLE RIPRAP IN CHANNEL TO BE D50=12" MIXED WITH 6 .. MINUS COBBLE STONE .. . . . . . . . . . 2411 EXISTING GRAVEL ROAD CULVERT PITCHED TO MEET EXISTING GRADE AT OUTLET SECTION AA 6 . . . . . . . . . . . . . RIPRAP FOR BANKED SLOPES, ROCK 1'-3' DIA. KEY INTO PLACE MAXIMUM 1: 1 PITCH FOR FILL SLOPE EXISTING SOIL EROSION BLANKET RUNDOWN FROM CULVERT TO BE 6" MINUS COBBLE 24" CULVERT INSTALL RIPRAP IN STREAM CHANNEL FOR MIN. OF 10 FT. FROM CULVERT 'STREAM CHANNEL SCHMUESER GORDON MEYER, INC. 118 W. 6th Street, Suite 200 Olen:'\'ood SP.rinqs, Color9do 81601 SCHMUESER I GORDON I MEYER (970J 945-100'1-FAX t970) 945-5948 Aspen, Colorado (970) 925-6727 Crested Butte, CO (970) 349-5355 ENGINEERS I SURVEYORS BR 42 HOUSE LOG GULCH OUTLET PROTECTION ·'· .... -.. ,· .... RIPRAP IN CHANNEL TO BE D50=12" MIXED WITH 6" MINUS COBBLE STONE EXISTING 24" CULVERT : i>'. EXISTING GRAVEL ROAD ..... ·... '---STREAM CHANNEL SECTION AA 6 SCHMUESER I GORDON I MEYER ENGINEERS I SURVEYORS MAXIMUM 1:1 PITCH FOR FILL SLOPE INSTALL RIPRAP IN STREAM CHANNEL FOR MIN. OF 10 FT. FROM CULVERT TREAM CHANNEL SCHMUESER GORDON MEYER, INC. 118 W. 6th Street, Suite 200 Olen:'\'ood SP.rinqs, Color9do 81601 (970J 945-100'1-FAX t970) 945-5948 Aspen, Colorado (970) 925-6727 Crested Butte, CO (970) 349-5355 BR 48 LITTLE CREEK WATER POND STREAM EXISTING GRAVEL ACCESS ROAD CHANNEL ~ ~ ..... c~~~i~~T~TC~T~6~~ . ~;;:···• .. wtix~~o w/z~ .. R:i~~~---,.-.---_-_ .. ?oi'. ~-............. ·./ ... .. '~·~ .. .. 41~ .... ... . COBBLE STONE .. ·\:·. " --.~.-.: .. ~~:-: WATER POND, 800 SQ. FT., MIN DEPTH 2', CONSTRUCT FROM EXISTING NATURAL MATERIAL REINFORCE FILL SLOPE OF POND WITH 1'-3' DIA. RIPRAP RIPRAP FOR SPILLWAY TO BE 050=12" MIXED WITH 6" MINUS COBBLE STONE . • . . · '· 6 .· ... ··."·" ... ·:"~.:~:) <• ~·. ---..-. ~ .. ' ·. ~~~ .. "".'P • . . ·:.·t ~~_~:_. ·i~: ...... . . . . :· .. .· .· ;· ·. -•~, .. ~ . ~· . . . "" ·. . .. . ~. . ... , ... . .... •, _.....__,.,..-----q_ ... . -.,~ ... STREAM CHANNEL SCHMUESER GORDON MEYER, INC. 118 W. 6th Street, Suite 200 Olen:'\'ood SP.rinqs, Color9do 81601 SCHMUESER I GORDON I MEYER (970J 945-100'1-FAX t970) 945-5948 Aspen, Colorado (970) 925-6727 Crested Butte, CO (970) 349-5355 ENGINEERS I SURVEYORS BR 49 LITTLE CREEK INLET PROTECTION STREAM CHANNEL LINE ROADSIDE DITCH ... WITH SIZE D50 RIPRAP ... MIXED WITH 6" MINUS ... + ... COBBLE STONE LEADING ... ... ... ... TO STREAM CHANNEL + ... ... + ... ... RIPRAP IN CHANNEL TO BE D50=12" MIXED WITH 6" MINUS COBBLE STONE EXISTING 48" CULVERT REINFORCE BANKED FILL SLOPE~ < .•.... < . o-......r:-.r-"""C;.~J?-r-..~o~~-,--,··;_.·'.;~ .. ·-:--: .. ·__,_'· .. ,.,...,":"::..,.... --g~~~PT::n~:· ·. ·.·. ··' ,. ·.· INTO PLACE EXISTING GROUND FILL SLOPE 1'-3' DIA. RI PR AP EXISTING 48" CULVERT INSTALL RIPRAP IN STREAM CHANNEL FOR MIN. OF 10 FT. FROM CULVERT SECTION AA 6 SCHMUESER I GORDON I MEYER ENGINEERS I SURVEYORS SCHMUESER GORDON MEYER, INC. 118 W. 6th Street, Suite 200 Olen:'\'ood SP.rinqs, Color9do 81601 (970J 945-100'!-FAX t970) 945-5948 Aspen, Colorado (970) 925-6727 Crested Butte, CO (970) 349-5355 BR 49 LITTLE CREEK OUTLET PROTECTION ... · . · ~ . ·-. · ... · ..... ·-·. · .. .:: .. FILL SLOPE ~,. , , : '. .•·,. ,· .. · ..... •• . . . . ·... . .. . · · .... · ... ·:.· .... ...... ·" •' •. ·., .. ·· ·:-·. ·-.. .. .. ... ·: ... ... REINFORCE CULVERT ... ... ... ... ¥ ... ... ... -· SPILLWAY W/ 1'-3' ... ... DIA. RIPRAP, KEY ... ... INTO PLACE ... ... ... ... ... ... EXISTING ... ... RIPRAP IN CHANNEL TO BE D50=12" MIXED WITH 6" MINUS COBBLE STONE GRAVEL ROAQ ... CHANNEL EXISTING 48" CULVERT STREAM CHANNEL SECTION AA 6 SCHMUESER GORDON MEYER, INC. 118 W. 6th Street, Suite 200 Olen:'\'ood SP.rinqs, Color9do 81601 SCHMUESER I GORDON I MEYER (970J 945-100'1-FAX t970) 945-5948 Aspen, Colorado (970) 925-6727 Crested Butte, CO (970) 349-5355 ENGINEERS I SURVEYORS BR 58 WILLOW CREEK INLET PROTECTION ·, ' . ~ .... RIPRAP FOR BANKED SLOPES, ROCK 1 '-3' DIA. KEY INTO PLACE .. . . •;. -.... EXISTING GRAVEL ROAD CULVERT PITCHED TO MEET EXISTING GRADE AT OUTLET ... ..... ., ... STREAM CHANNEL • RIPRAP IN CHANNEL TO BE D50=12" ~~V~~~-:----MIXED WITH 611 MINUS ~"<"9-c;;;>-....v · ... , · · COBBLE STONE SECTION AA 6 :··.· .. · .. · .. -· · FILL SLOPE .. -·.·:.-... :-:.·r · .. " . ... · . "' ... · .... MAXIMUM 1: 1 PITCH FOR FILL SLOPE EXISTING 24" CULVERT INSTALL RIPRAP IN STREAM CHANNEL FOR MIN. OF 10 FT. FROM CULVERT ·STREAM CHANNEL SCHMUESER GORDON MEYER, INC. 118 W. 6th Street, Suite 200 Olen:'\'ood SP.rinqs, Color9do 81601 SCHMUESER I GORDON I MEYER (970J 945-100'!-FAX t970) 945-5948 Aspen, Colorado (970) 925-6727 Crested Butte, CO (970) 349-5355 ENGINEERS I SURVEYORS BR 58 WILLOW CREEK OUTLET PROTECTION ·'· 24" .-.... RIPRAP IN CHANNEL '·. TO BE D50=12" MIXED WITH 6 11 MINUS COBBLE STONE EXISTING GRAVEL ROAD ··· .... · SECTION AA 6 SCHMUESER I GORDON I MEYER ENGINEERS I SURVEYORS MAXIMUM 1:1 PITCH FOR FILL SLOPE EXISTING 42" CULVERT INSTALL RIPRAP IN STREAM CHANNEL FOR MIN. OF 10 FT. FROM CULVERT TREAM CHANNEL SCHMUESER GORDON MEYER, INC. 118 W. 6th Street, Suite 200 Olen:'\'ood SP.rinqs, Color9do 81601 (970J 945-100'!-FAX t970) 945-5948 Aspen, Colorado (970) 925-6727 Crested Butte, CO (970) 349-5355 Appendix E Administrative Log ADMINISTRATIVE LOG BERRY PETROLEUM CORPORATION GARDEN GULCH SECTION 3 Date Training, SWMP Revisions or Updates Comments Article 4-203.E.18 Reclamation Plan Berry Petroleum Company, LLC House Log Gulch Tank Farm OA Project No. 013-2977 BERRY PETROLEUM COMPANY HOUSE LOG GULCH TANK FARM FACILITY RECLAMATION PLAN This Reclamation Plan is specifically intended for the Berry Petroleum Company (Berry) House Log Gulch Tank Farm (HLGTF) facility located in Garfield County, Colorado. This facility is more specifically located in the SESE, Section 32, Township 5 South, Range 96 West, 6th P.M. This plan should augment and be used in conjunction with Berry’s Master Reclamation Plan – Piceance Basin document. Interim Reclamation Interim reclamation work will begin as soon as practicable on all areas where final reclamation cannot be applied. Areas disturbed during construction including cut and fill slopes, access roads, and equipment lay-down areas will be stabilized, via grading and contouring, to prevent erosion, reduce soil loss, and reduce the chance of slope failure. Erosion and sediment control measures, such as rock armored BMPs, will be applied and maintained until a stable vegetative cover is established. Stormwater and erosion control Best Management Practices (BMPs) will be chosen based on site-specific conditions and may include the maintenance of BMPs that had been in place during construction. Where required to establish seed growth during revegetation of bare soil, topsoil will be placed over the finished grade. For further aid in revegetation, the seedbed may be prepared by harrowing, disking, pitting, and/or ripping. Areas that have been seeded will be monitored for establishment and the presence of erosional features would be restabilized and reseeded until adequate vegetative cover is established. Upon interim reclamation completion, Berry shall submit a Sundry Notice, Form 4 to describe reclamation actions performed and the final land use. This Form will include photographs of the site, taken during the growing season and facing each cardinal direction to document the success of reclamation. One photograph of adjacent undisturbed vegetation will also be included. All photographs provided will be identified by the date, well name, GPS location, and direction of view. Tank Farm Closure The proposed tank farm will be in operation at this location for the productive life of the nearby production wells or until Berry determines that the facility is no longer necessary or until the facility becomes incapable of supporting operations. Berry anticipates the useful operational life of the proposed facility to be 30 years. The tanks will be emptied, sediment (tank bottoms) removed and the interior of the tanks inspected every 5 to 8 years, or as the Director sees necessary. Berry Petroleum Company House Log Gulch Tank Farm Reclamation Plan Page 2 A Site Investigation and Remediation Workplan, Form 27, will be provided to the COGCC for approval at least 60 days prior to closure. If it is determined that soils and/or surface and groundwater were detrimentally impacted by the facility, the necessary remediation efforts will be implemented immediately. Implementation details for site remediation and emergency response procedures and contacts are included in the preliminary Operating Plan. The facility will undergo final reclamation within six months following cessation of permanent operations. Final closure will include removal of all tanks, tank bottoms, containment pit liners, mechanical and electrical equipment, plus filling and grading of the containment pit, and final reclamation. Closure Sequence Following cessation of permanent operations of the facility and upon decommissioning of the tanks, the facility will be closed and reclaimed as outlined below:  Stormwater and erosion control BMPs will be installed prior to closure construction activities and will remain in place until final stabilization is achieved.  All remaining fluid will be drained and disposed of off-site.  Tank sediment will be removed and placed in an area lined with a pit liner so that it can be dried, tested, and determined if the soil is ready for final disposal.  All tanks, equipment, structures, containment walls and fencing will be disassembled and removed from the site.  The containment pit liners will be bundled and rolled to one end of the pit using two excavators. Any residual water and mud will be “squeezed” during this process. The water and mud from the liners and any remaining in the pit will be removed by a mud pump and added to the soils pile.  The containment pit liners will be removed and recycled or otherwise disposed of at an approved facility.  The soil from the low point of the containment pit will be tested for compliance with Table 910-1 to ensure that there was no leakage.  The spoils will be land farmed using periodic mixing of material with approved additives, which may include sawdust, bugs, or chemicals.  Compacted surfaces will be ripped to loosen the soil and allow mixing with subgrade material.  Aggregate surfacing material and clean soil will be used to fill in the pit and reduce slope angles on the pad; if the concentrations exceed the levels in Table 910-1, the waste will be disposed of off-site in an approved facility. Berry Petroleum Company House Log Gulch Tank Farm Reclamation Plan Page 3  Should subsidence occur over the closed pit location, additional topsoil will be added and the land will be recontoured as close to the original contouring as possible. Following facility closure, groundwater and surface water samples will be taken within one mile of the site. Final Reclamation Following the removal of all structures, equipment, and materials, final reclamation will be initiated. All final reclamation activities will be conducted in accordance with COGCC 1000 Series Rules and Garfield County standards. Final Reclamation includes the practices of Interim Reclamation discussed above. The site will be graded to match original contours and any remaining stockpile will be spread evenly over the area. Additionally, self-sustaining vegetative communities will be established to 80 percent of pre-disturbance levels, excluding noxious weeds. The area will be stabilized so that the site meets future land uses including livestock grazing, wildlife habitat, and mineral exploration. After reclamation has been completed, a 3rd party revegetation/reclamation specialist will inspect the site annually. Observations will be made for weed presence, fence damage, erosion occurrences, and bare ground resulting from lack of germination and fill-in of native seeded species. Evaluation of the reclamation will be based on species types present, diversity, and ground cover. Monitoring will commence during the first growing season and will continue until revegetation meets or exceeds predisturbance vegetation. Final reclamation will be complete when a final Sundry Notice Form 4 is submitted describing the final reclamation procedures and designated final land use, there are no outstanding compliance issues for the site, and upon approval from the Director. Berry Petroleum Company House Log Gulch Tank Farm Reclamation Plan Page 4 This page left blank for two-sided printing. Berry Petroleum Company Master Reclamation Plan Piceance Basin Operations TABLE OF CONTENTS 1.0 INTRODUCTION 2.0 RECLAMATION OBJECTIVES 3.0 AFFECTED PLANT COMMUNITIES AND SOILS 4.0 PREDISTURBANCE INVENTORY AND SITE PLANNING 5.0 SITE STABILIZATION DURING CONSTRUCTION 5.1 Well Pad and Facility Site Construction 5.2 Roads 5.3 Pipelines 5.4 Soil Salvage 5.5 Temporary Revegetation Efforts 5.6 Best Management Practices 6.0 INTERIM RECLAMATION AND MONITORING 6.1 Surface Preparation 6.2 Soil Replacement 6.3 Seeding Methods 6.4 Fencing 6.5 Weed Control 7.0 FINAL RECLAMATION AND SUCCESS MONITORING 7.1 Facility and Structure Removal 7.2 Reclamation Success Monitoring and Revegetation Inspections 1 1.0 INTRODUCTION Berry Petroleum Company (Berry) has prepared this Master Reclamation Plan to describe the various stages of the reclamation process at its well pad locations in its Piceance Basin natural gas fields, Garfield County, Colorado. In brief, the reclamation activities covered include preliminary planning, pad construction, soil salvage, soil stockpiling, backfilling and grading, re- topsoiling, soil amendments/fertilization, seeding, seed mixtures, Best Management Practices (BMPs), fencing, weed control, revegetation inspections and revegetation monitoring. The Plan covers all of Berry's well pads both in the bottom of Parachute Canyon and on the plateau tops to the east (Long Ridge and Old Mountain) and west (Garden Gulch). It is important to note that all of Berry's well pads, roads, and pipelines are located on non- cropland areas. Accordingly, COGCC reclamation requirements that apply to cropland areas are not addressed in this Plan. 2.0 RECLAMATION OBJECTIVES In general, a successful reclamation program will accomplish the following primary objectives: • The segregation and proper handling of undesirable materials (e.g., poor-quality subsoil, contaminated soil) to protect the reclaimed landscape from contamination and poor reclamation performance; • Re-contouring and implementation of other soil conservation, surface manipulation, and water management techniques to establish stable slopes, water courses, and drainage features to minimize erosion and sedimentation; • Revegetation of reclaimed areas to stabilize soils and establish a self-sustaining vegetation cover integrated with the surrounding ecosystems; and • Minimization of visual contrasts to promote the long-term aesthetic quality ofreclaimed sites and their surroundings. The reclamation process in this Plan has been divided into four major phases: 1) pre-disturbance planning and site preparation, 2) site stabilization during well construction, 3) interim reclamation and monitoring, and 4) final reclamation and success monitoring. By minimizing the amount of land disturbed through pre-disturbance planning and initially preparing the site for construction activities with the understanding that the area will eventually be reclaimed (e.g., topsoil stripping and stockpiling for later use during site reconstruction, minimizing cut-and-fill slopes, and disturbing as small an area as possible), the acreage requiring disturbance will be reduced and reclamation success will be facilitated. Site stabilization during well construction consists of salvage of all usable topsoil and subsoil, immediate vegetation of all topsoil and subsoil stockpiles, and immediate stabilization of disturbed areas to control erosion and provide protection from adjacent undisturbed areas from 1 unnecessary degradation. Erosion will be considered controlled when water naturally infiltrates into the soil; gullying, head cutting, or slumping is not observed; and rills are less than 6 inches deep. Specific measures to attain these goals are discussed in Section 6.5 (BMPs). Interim reclamation involves the reclamation of those areas disturbed during well construction, but not needed during the production life of the well. These items consist of final grading, relieving of compaction, subsoil and topsoil replacement, seeding, mulching and fence installation to prevent future activity on the interim reclamation areas. Interim reclamation may also include roads leading to well sites. Depending on the location of the well pad, road, or pipeline, seeding will utilize either the valley bottom mix or the plateau mix to establish ground cover. Theses mixes are identified in Tables 6-1 and 6-2. Interim sites will be monitored for reclamation success on an annual basis. Interim reclamation shall occur no later than 12 months after completion the last well on a pad and will last for the life of well production. Final reclamation includes the removal of all remaining production equipment, tanks and structures at the well pad after the wells have been plugged and abandoned, final backfilling of remaining disturbed areas, and revegetation of disturbed areas not reclaimed during interim reclamation. The same reclamation procedures described for interim reclamation will be employed. The seed mixes for final reclamation are the same as those for interim reclamation (Tables 6-1 and 6-2). Non-producing well locations and associated access roads would undergo final reclamation within 12-months after drilling ceases. Upon project completion, all disturbed areas except roads to be retained for other land uses will be reclaimed as designated by the landowner. Reclamation success monitoring involves assessing the status of reclaimed areas to ensure they meet desired site stability and productivity standards. Reclamation monitoring will include an evaluation of plant cover, density, and diversity as well as erosion and weed control. Given the reclamation objectives of providing vegetation that is integrated with the surrounding ecosystems and minimization of long-term visual impacts, revegetation will be expected to contain a diverse mixture of grasses, forbs, and shrubs as described in Tables 6-1 and 6-2. 3.0 AFFECTED PLANT COMMUNITIES AND SOILS 3.1 Plant Communities in the Project Area There are two distinct geographic areas where Berry Petroleum Company's well pads are located in Garfield County: well pads in the valley bottom of Parachute Canyon, and well pad locations on top of the plateaus east and west of the canyon. Each of these geographic areas has its own vegetative communities and soil characteristics. On the valley bottom of Parachute Canyon, the predominate plant community that is present at Berry's well pad locations is the steep-slope xeric shrub. The steep-slope xeric shrub community contains primarily warm weather annual grasses, rabbitbrush, and some antelope bitterbrush. On the plateau tops, the predominate plant communities are sagebrush-shrub and mountain shrub, with scattered aspen woodlands in the north-facing drainages. In general, the sagebrush- shrub community is present along the open ridge tops. The mountain shrub community is found on other ridge tops and on virtually all of the side slopes. Vegetative cover is moderate to dense 2 in many portions of the plateau areas, and consists of grasses and sagebrush in the more open areas and serviceberry, snowberry, and chokecherry in the mountain shrub areas. Some Gambel oak brush woodlands are also present on the plateau top. As mentioned previously, groves of quaking aspen are present in the wetter, north-facing drainages. 3.2 Soils in the Project Area The soils in the bottom of Parachute Canyon/Grand Valley tend to be shallow soils derived from alluvial and colluvial material. Restrictive features for plant growth result from high coarse fragment content, alkalinity, lack of carbonaceous material and poor soil texture. Existing sparse vegetative cover and the lack of desirable plant species in undisturbed areas reflects the shallow nature of in-situ soils. In some cases, overgrazing has enhanced the presence of invasive species (noxious weeds). For Berry Petroleum Company, the bottom lands of the parachute Canyon/Grand Valley make up a very small minority of the company's total leased area. A total of just 7 well pads will be constructed in the valley bottom. The soils of the plateau areas adjacent to Parachute Canyon, which make up the vast majority of Berry's leasehold, tend to be loamy and well-drained. They are generally derived from parent material consisting of marl and/or weathered sandstone. Soil depths range from 5 inches on the ridge tops, to as much as 60 inches in swales. The loamy soil types present on the plateaus, combined with greater amounts of annual precipitation, provide for denser vegetation growth than in the valley bottom. 4.0 PREDISTURBANCE INVENTORY AND SITE PLANNING Berry personnel and their reclamation contractors will review locations of well pads, access roads, and pipelines prior to actual construction activities. The following items will be evaluated and/or inventoried. • Suitability of slopes steeper than 2: 1 for construction activities with special erosion control and slope stability measures as needed. • Evaluation of true riparian/wetland areas for exclusion from construction disturbance vs. fringe areas that can be properly reclaimed without long-term damage to true wetlands and as agreed to by land owners. • Identify an appropriate buffer from intermittent and ephemeral streams. • Inventory any noxious weeds listed in the Colorado Noxious Weed Act (Colorado Department of Agriculture, 1996) and Garfield County Noxious Weed Management Plan (Garfield County Vegetation Management, 2000). • Prepare a preliminary list of BMPs to be utilized during construction and as a part of interim reclamation efforts. The list of actual BMPs may be refined immediately prior to completion of construction activities. 3 5.0 SITE STABILIZATION DURING AND AFTER CONSTRUCTION A comprehensive description of site stabilization and erosion control techniques is described in each of the following sections of this Plan. 5.1 Well Pad and Facility Site Construction Prior to construction, proposed pad and facility site locations will be surveyed and staked. Locations will be designed to parallel the contour in most cases with reserve pits on the uphill/" cut" side of pads whenever possible. Well pads will be designed and constructed to disturb the smallest area necessary to provide for efficient and safe operations. Excess cut material will be incorporated into fill slopes or placed in designated areas and stabilized. Backsloping will be necessary only in areas of steep terrain (>3: 1 slopes). This material shall be utilized during the reclamation process. During construction, interceptor ditches will be installed above cuts and around reserve pits, as necessary. Collector ditches and sediment control structures constructed for a storm event will be installed below fill areas. Smaller flows will be diverted and/or collected before being discharged from the disturbed area. Qualified personnel will supervise the installation of all erosion control structures, including berms, dikes and trenches. 5.2 Roads New roads generally will follow natural contours and will be constructed in accordance with industry road standards. For roads on slopes of less than 15%, available strippable/useable topsoil will be stripped from the construction area and placed in windrows within the construction ROW by side casting with a grader. Where roads must be constructed on slopes greater than 15%, and significant topsoil is present, topsoil will be transported to a more level terrain for storage. After road construction, strippable/useable topsoil, if any, will be replaced on road cut and fill slopes, and these areas will be reseeded, as described in Section 6.0. 5.3 Pipelines When constructing and reclaiming pipelines, existing crowned-and-ditched roads will be used for access, where practical, to minimize surface disturbance. Pipeline trenches will not be placed in access road borrow ditches unless other reasonable locations are unavailable. Gathering pipelines may be installed on the surface in areas where slopes are greater than 25% and/or where rock outcrops are crossed; when possible, they will be built perpendicular to the contour to minimize the area required for construction. Vegetation will be removed from pipeline ROWs so as to leave the root systems intact and the removed vegetation will be spread over disturbed areas to provide protection, nutrient recycling, and a natural seed source. If pipelines are trenched rather than plowed in, trenches will be excavated with a backhoe to minimize disturbance. 4 Frozen soils, vegetation, and snow will not be used to backfill pipeline trenches. This action will reduce trench compaction needs. In no event will backfill berms in excess of 6 inches in height be placed over backfilled trenches. Construction of pipelines in wetlands will comply with U.S. Army Corps of Engineers (COE) permit requirements. Silt fences or other sediment control devices will also be installed along channel banks where sedimentation is excessive and at the bases of slopes adjacent to wetland/riparian areas (as necessary to control sediment). Temporary sediment barriers will remain in place until final revegetation measures have been successfully implemented. 5.4 Soil Salvage Site-specific topsoil salvage will range from O" to 12" based on observed topsoil depth. Research indicates that it is better to replace a shallower layer of topsoil than to co-mingle it with deeper subsoil with undesirable physical and chemical properties. Any surplus topsoil material that is generated during the topsoil stripping operation will be stockpiled in a safe location on the property from which it was taken and utilized for other well site reclamation activities where a deficiency may exist. A deficiency in topsoil cover is defined as less than 3 inches of suitable un-amended topsoil. Care will be taken to avoid stripping soils with coarse fragments greater than 35% in volume as severe rooting restrictions may result in areas containing higher amounts of rock fragments. If high coarse fragments are encountered, Berry's reclamation contractor may recommend rock picking, rock screening, or import of topsoil material. Screened or picked rock material will be buried in cuts, or placed deep enough below the soil surface to avoid rooting restrictions for reclamation efforts. Alternate site preparation procedures may be applied in some areas to facilitate reclamation; however, it is assumed that most, if not all, of these areas can be avoided. In potential wetland areas, vegetation will be cut to ground level, leaving existing root systems intact. Grading activities will be limited to areas directly over pipeline trenches and road surface areas, and at least 12 inches of topsoil will be salvaged and replaced except in areas with standing water or saturated soils. Construction when the ground is frozen may be implemented as an alternative to minimize damage. Use of construction equipment will be limited, and if standing water or saturated soils are present, wide-track or balloon-tire construction equipment or normal construction equipment operated on equipment pads or geotextile fabric overlain with gravel fill may be used. Equipment pads will be removed immediately following the completion of construction activities. Trench spoil will be placed at least 10 feet from drainage channel banks. All operations within jurisdictional wetlands areas will comply with COE permit stipulations as necessary. 5 Topsoil Stockpiling Topsoil will be stockpiled in such a manner that it can be readily recovered for reclamation purposes. Topsoil stockpiles will be located away from natural drainage courses. Stockpiles should be constructed with no greater than 3 : 1 side slopes and with a height of three to six feet where possible, given the flexibility needed in confined areas for stockpiles on drill sites. By constructing stockpiles in this manner, valuable soil fungi and bacteria will not be lost. Subsoil Handling During the installation of well pad sites, subsoil materials will be utilized to construct well pads. Poor quality subsoil materials may consist of calcareous, alkaline, and high coarse fragments soils, etc. Poor quality subsoil materials will be kept lower in the profile of well pads so as not to interfere with future plant growth. Pit Soil Stockpiling Drilling pits are constructed by removing adequate subsoil and overburden materials to accommodate drilling fluids generated during the actual drilling process. The subsoil material will be stockpiled in an easily accessible area. Pit soils will be stockpiled in such a manner so as to avoid co-mingling with topsoil stockpiles. 5.5 Temporary Revegetation Efforts for Topsoil Stockpiles Topsoil stockpiles will be seeded immediately after placement with a quick germinating cover of Winter Triticale, a sterile cover crop which is a cross between winter wheat and rye. Topsoil stockpiles will be dozer tracked on the contour to create cleat marks that will serve as erosion basins. Also, a continuous berm will be placed around any down slope sides of the topsoil stockpile to prevent additional runoff and potential erosion. Soil Amendments At the advice of our reclamation consultant, Berry may elect to use one or more soil amendments to overcome poor chemical and physical conditions in existing surface soils. Poor soil conditions typically involve shallow depth or low nutrient/organic matter content. Berry's reclamation consultant will determine the well sites that may benefit from soil amendments and their application rates. One or both of the following amendments may be utilized where 12 inches of favorable growth media cannot be salvaged and replaced at each well site and poor growth performance is observed. • Humates, consisting ofhumic and fulvic acids, help create soil aggregation. These materials will be mixed with the existing soil material on site. They will be applied at the rate of 800- 2,000 pounds per acre. 6 • Fertilizers will be applied to the soil surface as determined by soil test results indicating the need for nitrogen, phosphorous, or potassium fertilizers. Nitrogen fertilizer may not be added in many cases at the time of seeding because of its influence on rapid weed invasion at the expense of more desirable species. The revegetation specialist will make the final determination on the need for fertilizer applications and their application rates. Any application of fertilizer will be followed by soil tillage to incorporate the material properly. 5.6 Best Management Practices A number of different BMPs may be used on the various future well pad sites. They are listed and described below. Continuous Benns, Ditches, and Diversions These types of controls use ditches, berms of soil, or both (diversions) to convey surface runoff from disturbed areas to a stabilized outlet or to divert surface runoff away from disturbed areas. A stabilized outlet can be any kind of sediment trapping device or simply a well-vegetated and stabilized area. Continuous berms, ditches and diversions are useful for erosion and sediment control around the perimeter of construction sites. The berms either detain and pond sediment laden storm water, or direct it to a stabilized outlet. Sediment Basins or Traps Sediment basins or traps are used to either detain storm water by slowing the flow of water and/or storing water behind an embankment. These pond-like structures reduce the velocity of storm water flow and allow sediments and suspended solids to settle out of the storm water. Water remains in the sediment basin until evaporation occurs, water seeps into the subsurface, or the water reaches the level of a stabilized outflow and is discharged. Since sediment basins are temporary, they must be maintained until the disturbance area is permanently stabilized. Check Dams Check dams are small temporary dams constructed of rock, sandbags, or wattles across a diversion or roadside ditch. Check dams are used to slow the velocity of runoff, reduce erosion, and capture sediment. Rip rap Riprap is a permanent, erosion-resistant layer of rock, it is intended to stabilize areas subject to erosion, such as fill slopes, and protect against scour of the soil caused by concentrated, high velocity flows. 7 Straw Bale Dikes Straw bale dikes intercept and detain small amounts of sediment transported by sheet and rill type runoff. The dikes trap sediment by ponding water and allowing sediment to settle out. Straw bale dikes also slow runoff velocities acting to reduce sheet, rill and cully erosion. Straw bale dikes may also be used when installed to reduce erosion and sedimentations around the disturbance area perimeter. All straw bales will consist of certified weed-free materials . Given the presence of grazing cattle within Berry's lease areas, the use of straw bales is less favorable than the structural BMPs described above. Wattles A wattle (also called a fiber roll) consists of a tight tubular roll of straw, flax , or other similar materials. Wattles can be used along slopes, as check dams in ditches, or at outlets of sediment basins/traps to reduce erosion, reduce runoff velocity, and capture sediment. Silt Fence Silt fence is a temporary polypropylene sediment barrier placed on the slope contour to trap sediment by ponding water behind it and allowing sediment to settle out. Silt fence can effectively trap sheet and rill erosion within small drainage areas and on slopes with gradients up to 2: 1. Silt fence is the most cost effective when used for sediment and erosion control around the perimeter of a disturbance area. Given the presence of cattle in much of Berry's leasehold and the need to frequent maintenance of silt fence, this BMP is also considered to be less favorable, relative to the structural BMPs listed above. 6.0 INTERIM RECLAMATION AND MONITORING Disturbed areas subject to interim reclamation include portions of each well pad not needed for long-term production-related activities, road cut-and-fill areas, and pipeline corridors. In general, reserve pits and portions of well pads not needed for production will undergo interim reclamation and the size of the operating well pads will be substantially reduced to simply accommodate routine operations and periodic workovers (COGCC Rule 1003). Interim reclamation and stabilization objectives include: • Stabilization of disturbed areas by providing wind and water erosion control to reduce soil loss and the chance of slope failure. This will primarily involve establishment of non- intrusive plant communities to protect soil resources; • Minimization of surface runoff to prevent the degradation of downstream receiving waters through the use of stormwater management techniques (e.g., facility sites will be required to approach zero runoff from the location using BMPs); and • Minimization of visual impacts. 8 6.1 Surface Preparation Surface preparation includes backfilling, grading, and ripping of compacted soils in the areas subject to interim reclamation. Removal of Waste Materials In accordance with COGCC Rule 1003(a), all debris and waste materials including concrete, bentonite and other drilling additives, sand, plastic, pipe, cable, trash, and drilling and completion-related equipment will be removed from the well pad. Drilling Pit Closure In accordance with COGCC Rule 1003(d)(2 and 3), all drilling fluids shall be disposed of as required in the 900 series rules. Once the pits are dry, they will be backfilled. Pit materials will be covered with at least 3 feet of subsoil material and then a final layer of topsoil. All pit-related muds and solids will be confined to the pit and will not be squeezed out and incorporated into surface soils. Backfilling and Grading Immediately following well drilling and completion on a pad, all pits, cellars, rat holes, and other boreholes not necessary for lease operations will be filled. Within 12 months after drilling operations have been completed on a pad, interim reclamation of pad areas not needed for production and along roads will be conducted in accordance with COGCC Rule 1003 (these are non-croplands). Interim reclamation will be conducted in a manner to minimize any additional disturbance of previously reclaimed areas . Where possible, disturbed areas will be graded and contoured to slopes of 3: 1 (horizontal: vertical) or less, or as required to stabilize the area and provide a suitable seedbed. Grading will be conducted as necessary to provide a surface suitable for the replacement of a uniform depth of topsoil, while promoting cohesion between subsoil and topsoil layers, reducing wind erosion, and facilitating moisture capture. Specialized grading techniques at well pads will be applied as necessary and may include slope rounding, benching grading, stair-step grading, and/or contour furrowing. Equipment selection will be determined on a site-specific basis, depending upon the material to be graded, the size of the area, on-site operating conditions, and equipment availability. No visible soil berm (i .e., in excess of 3 inches) will be allowed above pipeline trenches. Berry contract reclamation specialists will ensure that backfilling and grading operations are conducted so as to provide a landscape suitable for successful reclamation. Ripping of the subsoil material will occur to a depth of 16 inches (where the nature of the material permits) to relieve compaction of the subsoil and provide better rooting medium for later plant growth. No heavy equipment will be moved over the prepared surface once it has been ripped . Small dozers will be used to replace subsoil and topsoil. 9 6.2 Soil Replacement In accordance with COGCC Rule 1003(e)(2), all segregated soil horizons will be replaced to their original positions. Topsoil Replacement Following backfilling and grading, Berry will rip the existing subsoil surface to a depth of 18 inches (or that allowable if large rock fragments are present). Topsoil will then be replaced evenly over all disturbed areas using small dozers to prevent re-compaction of the growth medium. Topsoil will not be replaced in extremely wet or frozen conditions. As described in Section 5.5, soil amendments may be added to enhance the fertility of the replaced topsoil to ensure greater revegetation success. The decision to use soil amendments will be made on a case- by-case basis. Wetland Soils All operations within jurisdictional wetland areas will comply with COE permit stipulations as necessary. Seedbed Preparation/Soil Tillage If the re-topsoiled surface is not loose and friable after topsoil application, soil tillage will be performed. Acceptable methods of soil tillage will consist of disking, chisel plowing, or harrowing to a depth of 4 inches. No more than 10% of the reclaimed area will contain rocks greater than 8" in diameter. The only exception to this condition will be in-situ soils that naturally contain greater amounts of rock material. 6.3 Seeding Methods Seeding Times Seeding shall be completed at any time of year except during ground freeze conditions and except from May 31 to August 15. Seeding Methods On slopes of 3: 1 or flatter, drill seeding shall be utilized. Drill seeders shall be capable of handling a variety of different seed textures. Drill rows shall be no greater than 12 inches on center. All drilling shall be completed on the parallel to the contour of the land where practical. Seed will be drilled to a depth of .25 to .50 inches. Steeper slope areas will be broadcast seeded or seeded with other methods. Broadcast seeding will be accomplished with hand held, ATV mounted, or tractor mounted spreaders and will be capable of spreading seed uniformly. All seed will be raked or harrowed to lightly cover seed with soil. 10 Seed Mixtures Based on the fact that Berry has well pads and other facilities both on the valley bottom and on the plateau tops, two distinct seed mixes will be used for interim and final reclamation, as described below. T bl 6-1 V U B a e . a ey ottom s dMi ee x S1Plilrles Lincoln Smooth Brome Hycrest Crested Wheatgrass Dahurian Wildrye Full Throttle Tetraploid Perennial Ryegrass Renegade Orchardgrass Oahe Intermediate Wheatgrass I To be applied at the rate of 15-25 pounds per acre when dnlled 2 To be applied at the rate of 30-50 pounds per acre when broadcast Table 6-2. Plateau Seed Mix 81>~ Slender Wheatgrass Mountain Brome Nodding Brome Idaho F escue Letterman's Needlegrass Rocky Mountain Penstemon Cicer Milkvetch Utah Sweetvetch Western Yarrow American Vetch Antelope Bitterbrush I To be applied at the rate of 18 pounds per acre when dnlled 2 To be applied at the rate of 36 pounds per acre when broadcast Areas that have been seeded will be visually monitored for seedling establishment and the presence of erosional features and will be re-stabilized and reseeded, as necessary, until adequate vegetation establishment and site stability is achieved. To minimize sedimentation of drainage channels and wetlands during the interim reclamation process, BMPs, as described in Section 5.6 will be utilized. BMPs will be maintained in functional condition until revegetation/reclamation efforts yield a stable vegetation cover. In general, the annual reclamation success monitoring and revegetation inspection procedures specified in Section 7.0 will also be applied at interim reclamation sites until revegetation success has been achieved. 11 6.4 Fencing A four-strand barbed wire fence will be erected around the largest possible portion of the well site during interim reclamation to exclude cattle from entering the reclaimed area and grazing on the new vegetation. Adequate access will be left open to the actual wellhead and ancillary facilities. T-posts will be placed every 16 feet with line braces installed for every 1,300 feet of run. Steel corner sets will be placed on every corner and either compacted in-place or cemented in. Fences will be inspected on a regular basis and repaired as needed. Fences will be kept in-place as necessary to allow vegetation in reclaimed areas to reach a self-sustaining cover. 6.5 Weed Control The Colorado Noxious Weed Management Act (Colorado Department of Agriculture-1996) and the Garfield County Weed Management Plan (Garfield County Vegetation Management-2000) provide for control of noxious weeds on all unincorporated lands within the county. Berry will comply with state and county policies. There are 21 noxious weeds listed in the county list and 68 plants on the state list. Post Revegetation Weed Inspections A third party reclamation/revegetation specialist will conduct a reclamation and revegetation success inspection annually, after green up of vegetation. If during these inspections it is determined that the noxious weed species presence and densities represent a threat to the revegetated areas or surrounding lands, mechanical or chemical control measures will be employed. Weed Control Implementation During the first growing season of native grasses, forbs, and shrubs, use of chemical herbicides will not be feasible. Until newly reseeded species reach a height of 3-6 inches they are susceptible to damage from herbicides. Therefore, mechanical weed control is proposed for the first growing season if re-seeded species are not determined to be mature enough to withstand herbicide spray. Brush Hog mowers, weedeaters, and/or hand pulling of weeds will be employed as mechanical control devices. During subsequent years, herbicide applications will be utilized when weed densities are determined to pose a threat to revegetation success or spread to surrounding lands. The county weed management specialist will be consulted to determine what chemical herbicides will be the most beneficial for controlling noxious weeds. It is anticipated that an aggressive revegetation and weed management program will result in weed control only needing to be performed during the first three years after re-seeding efforts. A self-sustaining native species cover is the best mechanism for discouraging weed growth and spread to surrounding land areas. 12 7.0 FINAL RECLAMATION AND SUCCESS MONITORING Final reclamation will be completed as soon as practical, within 12 months after plugging the last well on a pad. Permanent reclamation objectives include all those listed for interim reclamation (Section 6.0), plus the following: • The re-establishment of desirable self-sustaining vegetation communities that approximate pre-disturbance parameters for cover, density, and diversity, as measure at adjacent undisturbed areas; • The development of hydrologically stable landforms that meet future land uses including wildlife habitat, livestock grazing, and mineral exploration; and • Establish conditions for the further restoration of the visual quality of the area. 7.1 Facility and Structure Removal All gas wells will be abandoned according to Colorado Oil and Gas Conservation Commission (COGCC) regulations. All above ground well pad, pipeline, and water disposal facilities, including buildings, structures, tanks, and associated hardware, will be closed or dismantled and removed from the site. These materials will be salvaged and re-used or disposed of at approved sites. Any concrete foundations, pads, or footings will be adequately broken up and covered or removed. All aggregate used for well pad, road, and/or ancillary facility site construction also will be removed or suitably buried. Road reclamation will be conducted as deemed appropriate by COGCC and the surface landowners; some roads may remain after project completion. Road reclamation will include the removal of bridges, culverts, cattle guards, sediment control structures, and signs. Drainage- crossing side slopes will be reduced in order to minimize bank erosion and produce stable side slopes. In addition, road barriers or signs may be used to discourage travel on reclaimed road surfaces. 7.2 Reclamation Success Monitoring and Revegetation Inspections Inspections On an annual basis, inspections will be performed on each well pad site. Observations will be made for weed species presence, fence damage, erosion problems, and bare ground resulting from revegetation failure. Evaluation of the vegetation will include estimates of species type, diversity, and ground cover. Reclamation success monitoring will commence during the first growing season and continue until interim and final reclamation and revegetation efforts meet or exceed 70% of the desirable plant cover found on the adjacent reference areas. Reference areas are adjacent areas that best represent the original pad site before disturbance. 13 The reclamation specialist will estimate the percent live cover of the reclaimed area and make a comparison to the reference area(s). A report of this data as well as other inspection data, such as presence of noxious weeds, erosion, fence status, grazing, etc. will be incorporated into the annual inspection report for the specified well sites. Follow Up Revegetation Observations of any problems will result in additional revegetation/reclamation efforts. Erosional features will be repaired by filling-in wash outs greater than 6 inches deep and re- grading. Areas containing less than 2 desirable species per square foot and/or areas greater than 2 square feet will result in touch-up hand seeding and raking. Larger areas exhibiting revegetation failure will be re-tilled and seeded as described above in corresponding sections of the Plan. 14 Bond No. LPM9136784 RECLAMATION BOND KNOW ALL MEN THESE PRESENTS , That we _B_e_ny~P_e_tr_o_le_u_m_C_o _________________ _ hereinafter referred to as the Principal, and Fidelity and Deposit Company of Maryland , a corporation organized and existing under the laws of the State of MD , as Surety, are held and firmly bound unto State of Colorado Oil and Gas Commission hereinafter referred to as Obligee, in the sum of One Million Six Hundred Thousand and No/100-----------($ 1,600,000.00 ************** ) Dollars, lawful money of the United States of America, to the payment of which sum, well and truly to be made, we bind ourselves, our executors, administrators , successors, and assigns, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, That whereas, the Principal made application for Permit to the Obligee for the purpose of, or to exercise reclamation of Property located at: SESE Sec . 32, T5S R96W, 6th PM NOW THEREFORE, if the principal shall faithfully comply with all ordinances, rules and regulations concerning said Site, and shall save and keep harmless the Obligee from all loss or damage which it may sustain or which it may be liable on account of the issuance of the permit to the Principal, then this obligation shall be void; otherwise, to remain in full force and effect. PROVIDED, that regardless of the number of years this bond shall continue or be continued in force and of the number of premiums that shall be payable or paid, the Surety shall not be liable hereunder for a larger amount, in the aggregate, than the amount of this bond, and PROVIDED FURTHER THAT THIS BOND WILL EXPIRE ON March 26, 2015 but may be , ~--~------------- continued by continuation certificate signed by Principal and Surety. The Surety may at any time terminate its liability by giving (30) thirty days written notice to the Obligee, and the Surety shall not be liable for any default after such thirty day notice period, except for defaults occurring prior thereto. SIGNED, SEALED, AND DATED this _2_6t_h __ day of _M_a_rc_h ___ _ 2014 Berry Petroleum Co By-a.a t-m. ~· Principal Accepted By: State of Colorado Oil and Gas Commission Obligee LPM9330 IZZO I 02f EXTRACT FROM BY-LAWS OF THE COMPANIES "Article V, Section 8, Attorneys-in-Fact. The Chief Executive Officer, the President, or a ny Executive Vice President or Vice President m<lY by written ins trum ent under tJ1e attested corporate sea l, appoint attorneys-in-fact with authority to execute bonds, policies, recognizances, stipulations, undertakings, or other like instrumen ts on behalf of the Company, and may authorize any officer or any such atiomey-in-fact to affix the corporate seal thereto; and may with Or without cause modify ofrevoke any such appointment or authority at any time." CERTIFICATE I, the undersigned Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate; and I do further certify that Article V, Section 8, of the By-Laws of tlie Companies is still in force . This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998. RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attomey ... Any such Power or any certificate thereof bearing such facsimile signature and seal shall be valid and binding on the Company." This Power of Attorney and Certificate may be signed by facsimile· under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMP ANY OF MARYLAND at a meeting duly called and held on the I 0th day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of auy Vice-President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a cet iii"lr:d ~apy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed. . J.ii1 '.f,f~Tli\1,0NY WH~~~PF, I have 1eyunto subscribed my name and affixed the corporate seals of the said Companies, tbs ~~Cl y ot h f\11. V C,11\ , 20 -. Geoffrey Delisio, Vice President ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the ZURICH AMERICAN INSURANCE COMPANY, a corporation of the State of New York, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, a corporation of the State of Maryland, and the FIDELITY AND DEPOSIT COMP ANY OF MARYLAND a corporation of the State of Maryland (herein collectively called the "Companies"), by JAMES M. CARROLL, Vice President, in pursuance of authority granted by Article V, Section 8, of the By-Laws of said Companies, which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, do hereby nominate, constitute, and appoint Michael J. HERROD, Wendy W. STUCKEY, Lupe TYLER, Lisa A. WARD, Roger SMIDDY, Margaret BUBOLTZ, Jennifer COPELAND and Nancy THOMAS, all of Houston, Texas, EACH its true and lawful agent and Attorney-in-Fact, to make, execute, seal and deliver, for, and on its behalf as surety, and as its act and deed: any and all bonds and undertakings, EXCEPT bonds on behalf of Independent Executors, Community Survivors and Community Guardians. and the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Companies, as fully and amply, to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York, New York., the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills, Maryland., and the regularly elected officers of the FIDELITY AND DEPOSIT COMP ANY OF MARYLAND at its office in Owings Mills, Maryland., in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V, Section 8, of the By-Laws of said Companies, and is now in force. IN WITNESS WHEREOF, the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 11th day of November, A.D. 2013. By. Assistant Secretary Eric D. Barnes State of Maryland City of Baltimore ATTEST: ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUAL TY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND Vice President James M Carroll On this 11th day of November, A.D. 2013, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, JAMES M. CARROLL, Vice President, and ERIC D. BARNES, Assistant Secretary, of the Companies, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and acknowledged the execution of same, and being by me duly sworn, deposeth and saith, that he/she is the said officer of the Company aforesaid, and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies, and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. Maria D. Adamski, Notary Public My Commission Expires: July 8, 2015 POA-F 168-7375A ,,,,,,::· ~~~~11,, ~,~,~··' ······:~~;;;. ~ (/U(•>~-1..,:f~~ i:" ( ( •/·;·?O~ rf"•;.• ....... • ~ 't,\ C't1 1<. /~ ;.~ ,,,..,:c~;(' ....... ~.\,:\,.~ ... ,,,,;r,';W,~\,,~ AON March 27, 2014 Heather Tidmore BERRY PETROLEUM CO 600 Travis Ste. 5100 Houston, TX 77002 RE: STATEOFCOLORADO Bond#:-LPM9136784 Project:· Reclamation Surety Bond Contract Amount: $1,600,000.00 Dear Heather Tidmore: Enclosed please find the above captioned bond(s) executed per your request. Aon Risk Solutions The bond(s) must be signed by an authorized representative of your company and sealed with the corporate seal if applicable. Bond executed in 1 counterparts. It is your responsibility to carefully review the bond(s) prior to execution to verify they have been presented on the correct form with the appropriate names(s), bond amounts and dates, and to ensure the bond(s) conform with your needs and instructions to us and provide the appropriate terms to all parties. Any discrepancies, deficiencies or modifications must immediately be brought to our attention, in writing. Failing such advice to us, you understand we will have no liability for any deficiencies or discrepancies in or required modifications to the bond(s). By affixing your signature, executing and providing this bond(s) to the obligee you are verifying and, we will justifiably assume, the bond(s) has been issued correctly with the best interests and requirements of all parties being properly considered. Sincerely, ~~ry\oww:rb Vanessa Dominguez Record #: 2444445 Aon Risk Services Southwest, Inc. 5555 San Felipe St., Suite 1500, Houston, TX 77056 •tel: 832-476-6000 •fax: 800-953-4542 Article 4-203.E.21 SPCC Plan Berry Petroleum Company, LLC House Log Gulch Tank Farm OA Project No. 013-2977 Piceance Basin Field Berry Petroleum Company Spill Prevention, Control and Countermeasure (SPCC) Plan Summit Services Group, LLC Denver, CO 9/20/2013 www.summitservicesgroup.com 1-800-540-7967 PART I: General Company Procedures Section 1: General Information [40 CFR § 112.1, § 112.3(d), § 112.7(a)(3) and § 112.7(d)(2), (f)(2), (k)(1)] 1.1 Facility Information: Name of Field Piceance Basin Field Type of Facility Natural Gas Onshore Production No. Hours Attended The production field is operated and monitored 24 hours per day Location of Facility See Binder A for Facility specific locations Location of SPCC Plan Berry Petroleum Company Field Office 235 Callahan Avenue Parachute, CO 81635 1.2 Name and Address of Owner or Operator Name: Linn Energy, LLC Address: 1999 Broadway Suite 3700 Denver, CO 80202 1.3 Facility Contact Information: Corporate Contact and Address Information Name, Address, and Phone Number of Corporate Facility Owner or Operator: Name: Bryan Burns Address: 1999 Broadway Suite 3700 Denver, CO 80202 Phone: 303-999-4245 Local Facility Contact and Address Information Name, Address, and Phone Number of Local Facility: SPCC Contact Name: Derek S. Johnson Address: 235 Callahan Avenue Parachute, CO 81635 Phone Numbers: 970-285-5205 Designated Person Responsible for Oil Spill Prevention at the Facility [40 CFR § 112.7(a)(3)(vi), (f)(2)]: Name/Title: Derek S. Johnson Address: 235 Callahan Avenue Parachute, CO 81635 Phone Numbers: 970-285-5205 Alternate Designated Person Responsible for Oil Spill Prevention at the Facility [40 CFR § 112.7(f)(2)]: Name/Title: Thomas Hogelin Address: 235 Callahan Avenue Parachute, CO 81635 Piceance Basin Field Berry Petroleum Company Spill Prevention, Control and Countermeasure (SPCC) Plan Summit Services Group, LLC Denver, CO 9/20/2013 www.summitservicesgroup.com 1-800-540-7967 Phone Numbers: 970-285-5205 Designated Person Responsible for Environmental Reporting at the Facility: Name/Title: Derek S. Johnson Address: 235 Callahan Avenue Parachute, CO 81635 Phone Numbers: 970-285-5205 Alternate Designated Person Responsible for Environmental Reporting at the Facility: Name/Title: Thomas Hogelin Address: 235 Callahan Avenue Parachute, CO 81635 Phone Numbers: 970-285-5205 1.4 Facility Conformance This facility will conform to the applicable requirements of 40 CFR §112.7, as detailed in the subsequent sections of this SPCC plan. The Piceance Basin Field consists of onshore production facilities and is therefore subject to §112.9. In accordance with 40 CFR 112.7(a)(2), a Facility may deviate from certain aspects of the SPCC Plant requirements provided that equivalent environmental protection is achieved through other means of spill prevention control or countermeasures. For this Facility, no deviation is needed. 1.5 Nearest Water Body [40 CFR § 112.7(a)(3)(iii) and § 112.9(b)(1) and (2)] Location of Nearest Water Body: See Binder A for facility specific nearest down gradient water bodies and the overall direction of flow from the specific facilities listed in Binder A. 1.6 Reportable Spills to Surface Water See Attachment 1 of Part II. 1.7 Management Approval [40 CFR § 112.7(d)(2)] See Attachment 4 in Part II 1.8 Certification [40 CFR § 112.3(d)] Certification of SPCC plan is provided on the following page. Piceance Basin Field Berry Petroleum Company Spill Prevention, Control and Countermeasure (SPCC) Plan Summit Services Group, LLC Denver, CO 9/20/2013 www.summitservicesgroup.com 1-800-540-7967 1.9 Certification of Substantial Harm Determination [40 CFR § 112.20] Certification of Substantial Harm Determination for the Piceance Basin Field facilities located within Binder A is located below. Piceance Basin Field Berry Petroleum Company Spill Prevention, Control and Countermeasure (SPCC) Plan Summit Services Group, LLC Denver, CO 9/20/2013 www.summitservicesgroup.com 1-800-540-7967 Section 2: Emergency Notification Procedures/Spill Reporting [40 CFR § 112.7(a)(3)(iv), (v), (vi) and § 112.7(a)(4), (5)] 2.1 Spill Response Procedures [40 CFR § 112.7(a)(3)(iv), (a)(4) and (a)(5)] Discharges are typically discovered during a pumper’s routine inspection conducted at the facility, which occur at least weekly. In the event of a suspected release of petroleum products, the first person on site (First Responder) and the Designated Person Responsible for Oil Spill Prevention at the Facility are to refer to the State-Specific Release Notifications procedures included in Section 2.2.2 of Part I and the State Specific Release Form located in Part II Attachment 5. 2.1.1. First Responder’s Emergency Checklist [40 CFR § 112.7(a)(5)] The First Responder will follow guidelines when responding and/or identifying a leak or discharge: 1. CONFIRM THAT A LEAK EXISTS or determine the cause of the leak indication. 2. Take measures to LIMIT THE EXTENT OF THE SPILL. If possible to do in a safe manner, stop the flow of product (i.e., shut-in production, construct containment features). 3. Contact the Designated Person Responsible for Oil Spill Prevention at the Facility or Alternate (see Facility Contact Information in Section 1.2 of Part I). 4. Call the appropriate local authorities if directed by the Person Responsible for Oil Spill Prevention at the Facility (or Alternate). 5. CONTAINMENT: Use materials on hand to contain the spill. Dam any drainage channels and/or block any nearby drainage ditches. Main objective is to prevent the spill from reaching state and U.S. waters. 6. SECURE THE AREA to protect all personnel and public from any immediate danger. 7. RECORD ALL DETAILS as they become known. Provide all details to the Designated Person Responsible for Oil Spill Prevention at the Facility in order that they may provide information to the Designated Person Responsible for Environmental Reporting (or Alternate). 8. REMAIN AVAILABLE to cooperate and communicate with the Desig nated Person Responsible for Oil Spill Prevention at the Facility or designated on-scene spill coordinator and the response contractor, as required. Piceance Basin Field Berry Petroleum Company Spill Prevention, Control and Countermeasure (SPCC) Plan Summit Services Group, LLC Denver, CO 9/20/2013 www.summitservicesgroup.com 1-800-540-7967 2.1.2. Emergency Checklist for Designated Person Responsible for Oil Spill Prevention at the Facility [40 CFR §112.7(a)(3)(iv), (a)(4) and (a)(5)] Upon arrival to the scene, the Designated Person Responsible for Oil Spill Prevention at the Facility or Alternate will: 1. Contact the local emergency authorities, if required, to establish constant communications 2. Assess the hazards to human life, health, and the environment 3. Call, if necessary, a designated Emergency Response Contractor. 4. Notify the Designated Person Responsible for Environmental Reporting (or Alternate). The Designated Person Responsible for Environmental Reporting will notify the appropriate federal, state, and local authorities as indicated on the Contact List (Part I, Section 1.2). At a minimum, the Designated Person Responsible for Environmental Reporting (or Alternate) should be prepared to provide the following information: • exact address or location and phone number of the facility; • the date and time of the discharge; • the type of material discharged; • estimates of the total quantity discharged; • the source of the discharge; • a description of all affected media; • the cause of the discharge; • any damages or injuries caused by the discharge; • actions being used to top, remove, and mitigate the effects of the discharge; • whether an evacuation may be needed; and • the names of the individuals and for organizations that have also been contacted. Refer information in Part I, Sections 2.2.2 for state-specific and local reporting requirements. 5. Determine the interaction, if any, of the spilled product with water and/or other substances at the Facility 6. Coordinate rescue activities, if required, and activities of response personnel Piceance Basin Field Berry Petroleum Company Spill Prevention, Control and Countermeasure (SPCC) Plan Summit Services Group, LLC Denver, CO 9/20/2013 www.summitservicesgroup.com 1-800-540-7967 7. Direct cleanup activities 8. Update Summary of Spills Log in Attachment 1 of Part II In the event that a spill occurs during an oil transfer operation, the initial response will be by the trucking contractor personnel (First Responder). The Designated Person Responsible for Oil Spill Prevention at the Facility or Alternate must be promptly contacted. The Designated Person Responsible for Oil Spill Prevention at the Facility is responsible for contacting the Emergency Response Contractors (See Attachment 7 of Part II). 2.1.3. Federal, State and Local Government Agencies [40 CFR §112.7(a)(3)(vi)] FEDERAL AGENCIES NATIONAL RESPONSE CENTER (NRC) (800) 424-8802 (Threatens water) Call First U.S. EPA-REGION 8 (800) 227-8917 U.S. EPA 24-Hour Spill Notification Number (303) 293-1788 U.S. Dept. of Interior, BLM, Grand Junction Field Office (970) 244-3000 U.S. Dept. of Interior, BLM, White River Field Office (970) 878-3800 STATE ENVIRONMENTAL AGENCIES Colorado Department of Public Health & Environment (CDPHE) (303) 692-2000 CDPHE 24-Hour Spill Hotline (877) 518-5608 Colorado Oil & Gas Conservation Commission (COGCC) (303) 894-2100 Chris Canfield – COGCC NW Environmental Protection Specialist (970) 216-6832 Colorado Division of Labor, Oil and Public Safety, Oil Inspection Section (303) 318-8525 Colorado Public Utility Commission Safety and Enforcement Section (303) 894-2000 Colorado State Patrol HAZMAT Dispatch (970) 249-4392 COUNTY LOCAL AGENCIES Piceance Basin Field Berry Petroleum Company Spill Prevention, Control and Countermeasure (SPCC) Plan Summit Services Group, LLC Denver, CO 9/20/2013 www.summitservicesgroup.com 1-800-540-7967 EMERGENCY FIRE/POLICE/AMBULANCE 911 LOCAL EMERGENCY PLANNING COMMITTEE (LEPC) Mesa County LEPC 970-244-1400 or 970-464-5563 DRAINAGE DISTRICT N/A FIRE Grand Valley Fire Department (970) 285-9119 CITY POLICE N/A SHERIFF Mesa County Sheriff (970) 242-6707 LOCAL HOSPITALS St. Mary’s Hospital - Grand Junction (970) 244-2273 Grand River Hospital - Rifle (970) 625-1510 CHEMICAL HOTLINES Chemtrec – Emergency Response (800) 424-9300 Poison Control Center (800) 222-1222 Piceance Basin Field Berry Petroleum Company Spill Prevention, Control and Countermeasure (SPCC) Plan Summit Services Group, LLC Denver, CO 9/20/2013 www.summitservicesgroup.com 1-800-540-7967 2.2 Spill Notification/Reporting [40 CFR §112.4] 2.2.1. EPA Regional Office Within sixty (60) days of a spill that occurs at the Facility that results in a one-time release of more than 1,000 gallons of oil, or in the event that two spills of more than 42 U.S. gallons of oil occurs within twelve (12) months into or upon the navigable waters of the United States or adjoining shorelines, or into or upon the waters of the contiguous zone, or in connection with activities under the Outer Continental Shelf Lands Act or the Deepwater Port Act of 1974, or that may affect natural resources belonging to, appertaining to, or under the exclusive management authority of t he United States (including resources under the Magnuson Fishery Conservation and Management Act), the Designated Person Responsible for Oil Spill Prevention at the Facility shall submit the following information to the USEPA Regional Administrator and appropriate state agency(ies) (a sample release form is located in Attachment 6 of Part II): 1. Name of the Facility 2. Name of the Person Responsible for Environmental Reporting at the Facility 3. Name of the Owner or Operator of the Facility 4. Location of the Facility 5. Maximum storage or handling capacity of the Facility and normal daily throughput 6. Corrective action and countermeasures taken, including a description of equipment repairs and replacements 7. An adequate description of the Facility including plans, flow diagrams, and topographic maps 8. The cause(s) of such spill including a failure analysis of the system or subsystem in which the failure occurred 9. Additional preventative measures taken or contemplated to minimize the possibility of recurrence 10. Such other information the EPA Region 8 Administrator may reasonably require pertinent to the Plan or spill event 2.2.2. Specific State and Local Reporting Requirements [40 CFR §112.7(j)] In the event the Facility has any reportable spills into surface water, the proper state and local agencies will be notified by the Designated Person Responsible for Oil Spill Prevention at the Piceance Basin Field Berry Petroleum Company Spill Prevention, Control and Countermeasure (SPCC) Plan Summit Services Group, LLC Denver, CO 9/20/2013 www.summitservicesgroup.com 1-800-540-7967 Facility or Alternate. Communicate with the Designated Person Responsible for Oil Spill Prevention at the Facility or Alternate for determination if a spill needs to be reported to the applicable state and local agencies and/or if state or local requirements exist that are more stringent than federal requirements. Refer to Part I, Section 2.1.3 above, for county and local government agency contact numbers. 2.3 Recovery, Treatment, and Disposal Of Spilled Oil [40 CFR §112.7(a)(3)(v)] All waste materials will be properly stored so as to prevent further impact to the environment until a permitted disposal contractor accepts the properly manifested material for disposal, as necessary. 2.4 Written Commitment of Manpower [40 CFR §112.9(d)(3)(ii)] In accordance with the provisions of 40 CFR §112.9(3)(ii) for facilities where a determination is made that secondary containment is impracticable and a Facility Response Plan have not been submitted, and in executing a prompt and prudent response to any spill event generated by this Facility that enters or threatens to enter waters of the United States or adjoining shorelines, Berry Petroleum Company (Berry) does hereby commit itself to providing all appropriate manpower, equipment and materials required to expeditiously control and remove any harmful quantity of oil discharged from this Facility. This commitment considers the potential: 1. Availability of relevant local and regional equipment, materials and supplies; 2. Equipment, materials and supplies necessary to remove a maximum anticipated oil discharge; 3. Advanced arrangements to acquire needed equipment, materials and supplies; 4. Actions to be taken upon discovery and notification of an oil discharge; 5. Predestination of a qualified response coordinator for an oil discharge; 6. Coordination of overall response actions for an oil discharge; 7. Provisions for responses based on the severity of an oil discharge; and 8. Prioritization of the varying water body water uses that could be impacted by an oil discharge. Piceance Basin Field Berry Petroleum Company Spill Prevention, Control and Countermeasure (SPCC) Plan Summit Services Group, LLC Denver, CO 9/20/2013 www.summitservicesgroup.com 1-800-540-7967 Section 3: Plan Review and Amendments [40 CFR §112.3(a)(1), §112.4(d)-(f) and §112.5] 3.1 Requirements for SPCC Plan Evaluation & Amendment [40 CFR §112.3(a)(1) and §112.5(a), (b), (c)] 3.1.1. Changes in Facility Configuration [40 CFR §112.5(a) and (c)] In accordance with 40 CFR §112.5(a), and consistent with Berry operating practices for a particular location, Berry periodically reviews and evaluates this SPCC Plan for any change in the Facility design, construction, operation, or maintenance that materially affects the Facility’s potential to discharge a harmful quantity of oil into or upon navigable waters. Such changes may include, but are not limited to, commissioning or decommissioning containers; replacement, reconstruction or movement of containers; reconstruction, replacement or installation of piping systems; construction or demolition that might alter secondary containment structures; changes of product or service; or revision of standard operation or maintenance procedures at a facility. Any such change will be incorporated into the SPCC Plan as an amendment within six (6) months of the change and that amendment implemented as soon as possible but no later than six (6) months following preparation of the amendment. Amendments to the Plan made to address changes of this nature are referred to as technical amendments and must be certified by a registered professional engineer. Non-technical amendments can be done by the Facility owner and/or operator and do not need to be certified by a registered professional engineer. Examples of non- technical amendments include:  Change of the name or contact information (i.e., telephone numbers) of individuals responsible for the implementation of this Plan; or  Change in the name or contact information of spill response or cleanup contractors. Technical and non-technical amendments should be done in a timely manner and must be documented in the Record of Plan Amendment Logs located in Attachment 2 in Part II. 3.1.2. Scheduled Plan Reviews [40 CFR §112.5(b)] In accordance with 40 CFR §112.5(b), a review and evaluation of this SPCC Plan is conducted at least once every five (5) years. If there has been a change at the Facility that may affect the potential for discharge, Berry will amend the SPCC Plan within six (6) months of the review to include more effective prevention and control technology if: (1) such technology has been field-proven at the time of the review, and (2) if such technology will significantly reduce the likelihood of a discharge from the Facility. Any technical amendment to the SPCC Plan shall be certified by a registered professional engineer, in accordance with 40 CFR §112.3(d), and implemented as soon as possible, but not later than six months following preparation of the amendment. Piceance Basin Field Berry Petroleum Company Spill Prevention, Control and Countermeasure (SPCC) Plan Summit Services Group, LLC Denver, CO 9/20/2013 www.summitservicesgroup.com 1-800-540-7967 3.1.3. Record of Scheduled Plan Reviews [40 CFR §112.5(b)] Scheduled reviews and Plan amendments are recorded in the 5-Year Management Review Log (Attachment 2 of Part II). This log must be completed even if no amendment is made to the Plan as a result of the review. Any non-5-year-review amendments to this SPCC Plan shall be noted in Attachment 2 of Part II, Plan Amendment Log. Piceance Basin Field Berry Petroleum Company Spill Prevention, Control and Countermeasure (SPCC) Plan Summit Services Group, LLC Denver, CO 9/20/2013 www.summitservicesgroup.com 1-800-540-7967 Section 4: Spill Prevention and Control Measures [40 CFR §112.7 and §112.9] 4.1 Containment and Diversionary Structures [40 CFR §112.7(c) and §112.9(c)(2)] All tanks and processing equipment are surrounded by secondary containment adequate to retain at least one hundred percent (100%) of the volume of the largest vessel with sufficient freeboard/storage for precipitation in the containment area in the event of a release. Wellheads, above-ground flowlines, valves, fittings, vessels, and storage tanks are inspected on a regular basis for any signs of potential failure. Berry maintains a flowline maintenance program for its flowlines. Containment areas are maintained as dry as possible to reduce corrosion on tanks and to maintain maximum containment capacity. The Facility uses a system of earthen dikes with crushed rock or lined steel berms to control and contain oil spills to prevent escape before cleanup. (See Facility Diagrams located in Binder A). 4.2 Location of Secondary Containment [40 CFR §112.7(d) and §112.7(k)] Berry management and engineering have determined that secondary containment is practicable for aboveground storage tanks and associated piping and valves for discharge prevention. Locations of Facility secondary containment structures are depicted in Facility Diagrams located in Binder A. Berry has determined that secondary containment is not practicable for qualified oil-filled operational equipment, flowlines and intra-Facility gathering lines and Berry is incapable of installing secondary containment by any reasonable method. Berry took into account the following considerations to deem that secondary containment was not practicable:  Space and geographical limitations;  Local zoning ordinances;  Fire codes;  Safety; and/or  Availability of other good engineering practices that are more reasonable secondary containment measures. The Facility has substituted a combination of other contingency measures in place of secondary containment to prevent discharge. In accordance with 40 CFR § 112.7(d), Berry has a written commitment of manpower and an oil spill contingency plan for the facilities identified in Binder A that meet the requirements of 40 CFR §109 to expeditiously control and remove any quantity of oil discharges. Piceance Basin Field Berry Petroleum Company Spill Prevention, Control and Countermeasure (SPCC) Plan Summit Services Group, LLC Denver, CO 9/20/2013 www.summitservicesgroup.com 1-800-540-7967 4.3 Inspections, Tests and Records [40 CFR §112.7(e), §112.9(b)(2), (c)(3),(4) and (d)(2)] Inspections of production equipment, produced water containers, flow through process vessels, oil production bulk storage containers, saltwater disposal facilities associated piping, flow-lines and/or intra-facility gathering lines, secondary containment structures, transfer stations, field drainage systems and controls, oil traps, sumps, and skimmers are performed at regularly scheduled intervals to identify spills, leaks, corrosion, deterioration, maintenance needs, or other conditions that could lead to a discharge to navigable waters from the Facility. Inspections, tests, and records are conducted in accordance with written procedures developed for the Facility. Records of inspections and tests are kept under usual and customary business practices as set forth in 40 CFR §112.7(e). These records will be kept with the SPCC Plan for a period of three (3) years. (See Part III - Forms for a sample of Periodic Facility Inspection Checklist and other Facility Specific Inspection forms). Problems that are revealed during inspections will be reported promptly to the Designated Person Responsible for Oil Spill Prevention at the Facility or Alternate for scheduling of corrective action. Completion of corrective action will then be verified by the Designated Person Responsible for Oil Spill Prevention at the Facility or Alternate within sixty (60) days from discovery. Spill and remedial action records will be maintained in the nearest Facility field office specified in Section 1.1 of Part I for a period of five (5) years. Berry will periodically, and upon a regular schedule, visually inspect each container of oil for deterioration and maintenance needs, including the foundation and support of each container that is on or above the surface of the ground. Berry will also, on a regularly scheduled basis, visually inspect and/or test certain equipment (such as dump valves) for leaks, corrosion, deterioration, maintenance needs, or other conditions that could lead to a discharge. 4.4 Personnel Training and Spill Prevention Procedures [40 CFR §112.7(f)] Oil handling personnel are trained in the operation and maintenance of equipment to prevent discharges, implement discharge procedure protocols, understand applicable pollution control laws, rules and regulations regarding general Facility operations, and understand the contents of the Facility SPCC Plan. SPCC training will be available to employees, contractors and subcontractors of Berry that will be conducting work within the Piceance Basin Field. Records of training sessions for oil-handling personnel are maintained in the company personnel records. These records or electronic images thereof will be kept and available either in the field office and/or be electronically accessible by any field office. A sample training record form is located in Part III – Forms. This form can be filled out upon completion of any training given by Berry. Piceance Basin Field Berry Petroleum Company Spill Prevention, Control and Countermeasure (SPCC) Plan Summit Services Group, LLC Denver, CO 9/20/2013 www.summitservicesgroup.com 1-800-540-7967 4.5 Facility Transfer Operations/Loading and Unloading [40 CFR §112.7(h) and §112.9(d)(3)] There are not any loading/unloading racks located at the Facility per the definition in 40 CFR § 112 for a loading/unloading rack as a fixed structure. Berry maintains an oil spill contingency plan that would be deployed in the event of a discharge event at the Facility per the requirements of 40 CFR §109. 4.6 Brittle Fracture Failure [40 CFR §112.7(i)] When an aboveground, field-constructed container undergoes a repair, alteration, reconstruction or change of service that might affect the risk of a discharge or failure due to brittle fracture or other catastrophe, or has discharged oil or failed due to brittle fracture or other catastrophe, the container will be evaluated following the American Petroleum Institute standard for Tank Inspection, Repair, Alteration, and Reconstruction (API-653) or an equivalent approach; and as necessary, the appropriate action will be taken. 4.7 Cumulative Oil Storage Container Capacities [40 CFR § 112.7(a)(3)(i)] and Potential Spills - Inventory, Prediction and Control [40 CFR § 112.7(a)(3)(i), (iii), § 112.7(b), (c) and § 112.9(c)(2)] Refer to the Facility Specific Diagrams, located in Binder A, for the location of each storage container (bulk aboveground storage tanks, produced water containers, portable storage containers, transfer stations, and flow-through process vessels). Table 4-1c of Binder A for each facility identifies the tanks and containers at the Facility and the secondary containment construction and capacity for each source and summarizes a prediction of direction and rate of flow, potential quantity and type of oil to be discharged from the Facility containment. Piceance Basin Field Berry Petroleum Company Spill Prevention, Control and Countermeasure (SPCC) Plan Summit Services Group, LLC Denver, CO 9/20/2013 www.summitservicesgroup.com 1-800-540-7967 Section 5: Facility Design and Operation Information Onshore Oil Production Facility [40 CFR §112.7(a)(3)(i) and (iii), (c) and (k), §112.9(b)(1) and (2), (c) and §112.10] 5.1 Facility Drainage [40 CFR §112.7(a)(3)(iii) and §112.9(b)(1) and (2)] 5.1.1. Drainage from Secondary Containment/Dike Storage There are no drainage valves or dike drains located within any diked areas for the tank batteries, separation and treating areas, and overflow tanks that would allow immediate drainage to occur. As customary practice, storm water within secondary containment is allowed to evaporate. When necessary, drainage of uncontaminated stormwater in the diked areas is accomplished by either pumping the fluid into the saltwater overfill tank following operating procedures for the particular location or by removal by a pump or a vacuum truck. In the unlikely event that the secondary containment areas require drainage of storm water, a Stormwater Inspection Procedure and Drainage Record will be completed for the event. (See form in Part III). The responsible personnel will first visually inspect the water in the containment structure and note the appearance of the water in the Secondary Containment Drainage Log. Only uncontaminated storm water with chloride concentrations below state-allowed threshold levels will be released from diked areas. This log is also used to record the name of the employee or contractor draining the containment as well as the date, time, and approximate quantity of water removed. In addition, the employee/contractor must observe the discharge of the storm water from the drain to ensure oil is not released. The Containment Drainage Event Record Form will be maintained by Berry. The secondary containments/dikes are routinely inspected by the lease operator for visible signs of weakness or deterioration. Field drainage systems are inspected for oil during normal SPCC inspections and routine Stormwater Management inspections (where applicable). Any accumulated oil on the water surface is promptly removed with produced water by pumping the liquids out of the berm to an overfill tank. This information is documented in the Facility Inspection Log and kept with the SPCC inspection records. Berry has in place an oil spill contingency plan for the particular location that meet the requirements of 40 CFR §109 to expeditiously control and remove any quantity of oil discharges. 5.1.2. Facility Drainage Flow Specific Facility Drainage Flow is addressed in the Facility Specific plans located in Binder A. Figures 1 of Binder A, show facility Layout with general facility drainage flow. The Location Maps located in Binder A show facility location and nearest water bodies. Piceance Basin Field Berry Petroleum Company Spill Prevention, Control and Countermeasure (SPCC) Plan Summit Services Group, LLC Denver, CO 9/20/2013 www.summitservicesgroup.com 1-800-540-7967 5.1.3. Field Drainage Systems [40 CFR 112.9(b)(2)] Field drainage systems (such as drainage ditches or road ditches) and oil traps, sumps, or skimmers are inspected at regularly scheduled intervals for any accumulation of oil that may have resulted from any small discharge. An earthen dam or other suitable containment will be constructed, and the oil will be removed by vacuum truck or skimming. The material will be transported to a permitted disposal facility. 5.1.4. Facility Transfer Operations [40 CFR 112.9(d)(1)] All aboveground valves and piping associated with transfer operations are inspected periodically and upon a regular schedule, including but not limited to, flange joints, valve glands and bodies, drip pans, pipe supports, pumping well polish rod stuffing boxes, bleeder and gauge valves, and other such items. Valves will be in their proper position and locked or sealed, if appropriate. Lines not visible from the road will be walked annually at a minimum. The liquid level in drip plans or drain pans will be checked and emptied as necessary. Sufficient freeboard must be allowed for precipitation. In some instances, closed top drip pans may be more appropriate. This site does not conduct saltwater disposal activities. 5.2 Bulk Storage Tanks and Treatment Equipment [40 CFR §112.7(a)(3)(i) and 40 CFR §112.9(c)] and Qualified Oil-Filled Equipment [40 CFR §112.7(c) and (k)]Bulk Storage Tanks and Treatment Equipment [40 CFR §112.7(a)(3)(i) and 40 CFR §112.9(c)] and Qualified Oil-Filled Equipment [40 CFR §112.7(c) and (k)] The Facility tank battery is engineered and updated in accordance with good engineering practices to prevent discharges, using at least one of the following methods:  Adequate tank capacity to prevent overfill if regular pumping/gauging is delayed;  Overfill equalizing lines between appropriate tanks to allow overflow equalization between the connected tanks;  Vacuum protection to prevent container collapse; or  High-level sensors to activate overfill protection systems, where present. Tables 4-1c, 4-2a and 4-2b, in Binder A, include Facility-specific summaries identifying the tanks, containers and oil-filled equipment, a prediction of direction and rate of flow, potential quantity of oil to be discharged from the Facility containment, and the secondary containment construction and capacity for each source. Regular visual inspections of the storage tanks and associated piping and equipment are performed and documented as discussed in Section 4.3 above. The compatibility of the construction of each storage container is determined prior to storage of materials [40 CFR §112.9(c)(1)]. Each storage tank is contained within a secondary containment structure to prevent potential discharge of materials. Piceance Basin Field Berry Petroleum Company Spill Prevention, Control and Countermeasure (SPCC) Plan Summit Services Group, LLC Denver, CO 9/20/2013 www.summitservicesgroup.com 1-800-540-7967 5.2.1. Potential Spills - Inventory, Prediction and Control [40 CFR §112.7(a)(3)(i), (iii), §112.7(b), (c) and §112.9(c)(2)] The Facility-specific cumulative oil storage container capacity, inventory of bulk storage tanks, treatment equipment, qualified oil-filled equipment are discussed in Binder A. 5.3 Flow-Through Process Vessels [40 CFR §112.9 (c)(2), (c)(3)] Flow-through process vessels at the Facility have a secondary means of containment via facility perimeter berms. Drainage from any undiked area will be safely confined in a catchment basin or holding pond. 5.4 Oil Drilling and Workover Facilities [40 CFR §112.10] The Berry Facilities meet the general requirements for the Plan under 40 CFR §112.7 and the specific discharge prevention and containment procedures listed in 40 CFR §112.10(b) and (c). Drilling and workover activities at Berry Facilities are performed by independent contractors. The contractor is responsible for properly preparing and implementing an SPCC plan for these activities in accordance with 40 CFR §112.10. The contractors plan must be implemented before operations are initiated. At a minimum the SPCC plan(s) must comply with the general requirements of 40 CFR Part 122.7 and specifically address the following. 1. Drilling and workover equipment is to be positioned or located so as to prevent spilled oil, fuel, or oily drilling fluids from reaching navigable waters whenever possible. If necessary the use of a catchment basins or diversion structures will be implemented. 2. A blowout preventer (BOP) assembly and well control sytem is to be installe d before drilling below any casting string and as required during workover operations. 3. The BOP assembly will be capable of controlling any expected wellhead pressure. 4. Casing and BOP installations will conform to industry standards and state regulations. Piceance Basin Field Berry Petroleum Company Spill Prevention, Control and Countermeasure (SPCC) Plan Summit Services Group, LLC Denver, CO 9/20/2013 www.summitservicesgroup.com 1-800-540-7967 SPILL PREVENTION, CONTROL, AND COUNTERMEASURE PLAN PART II – ATTACHMENTS Piceance Basin Field Berry Petroleum Company Spill Prevention, Control and Countermeasure (SPCC) Plan Summit Services Group, LLC Denver, CO 9/20/2013 www.summitservicesgroup.com 1-800-540-7967 Attachment 1: Summary of Spills Log Date Location Substance Quantity Description Corrective Action Plan for Preventing Recurrence Piceance Basin Field Berry Petroleum Company Spill Prevention, Control and Countermeasure (SPCC) Plan Summit Services Group, LLC Denver, CO 9/20/2013 www.summitservicesgroup.com 1-800-540-7967 Attachment 3: Record of Plan Amendment/Plan History Logs and Certifications for Technical Amendments This plan supersedes all plans listed in the following table: Plan Prepared By Date Created Buys and Associates, Inc. April 2007 Amendment Date Purpose Description of Amendment Amendment Type (Administrative or Technical) Amendment Certified by a P.E. (Yes or No) 3/10/2008 Inclusion of new facilities and contact list update Technical and Administrative Yes 1/9/09 Inclusion of new facilities and contact list update Technical and Administrative Yes 1/26/09 Facility diagram updates Administrative No 8/31/12 Inclusion of new facilities and modified existing facilities Technical Yes 9/20/13 Inclusion of facilities/modification of existing facilities/Overall SPCC plan update Technical and Administrative Yes PE Certifications (on subsequent pages) Piceance Basin Field Berry Petroleum Company Spill Prevention, Control and Countenneasure (SPCC) Plan Attachment 4: Management Approval Management Approval By signature of this document, the manager of this Facility is committing to supply the necessary resources to fully implement this SPCC Plan as herein described. Signature : Name: Bio/~ ~U'Pf\/ $ Title: £'1$ fl,GI'~~,;: Address: {tfeyq f,nvt4-DWf+-Y , 5 .,&rz;;. rJ~f> 7".)~1 ~ goZDz.. Phone Numb ers (505 ) 1 q 'i -'17.-4-ir Summit Services Group, LLC Denver, CO www.summitservicesgroup.com 1-800-540-7967 9/20/2013 Piceance Basin Field Berry Petroleum Company Spill Prevention, Control and Countermeasure (SPCC) Plan Summit Services Group, LLC Denver, CO 9/20/2013 www.summitservicesgroup.com 1-800-540-7967 Attachment 5:State Specific Spill Report Form Piceance Basin Field Berry Petroleum Company Spill Prevention, Control and Countermeasure (SPCC) Plan Summit Services Group, LLC Denver, CO 9/20/2013 www.summitservicesgroup.com 1-800-540-7967 Attachment 6 – Release Notification Form Piceance Basin Field Berry Petroleum Company Spill Prevention, Control and Countermeasure (SPCC) Plan Summit Services Group, LLC Denver, CO 9/20/2013 www.summitservicesgroup.com 1-800-540-7967 Attachment 7: Emergency Response Contractors MB Construction Services, Inc. – 970-285-9508 (Dirt Work) Moody Construction & Sons – 970-878-4771 (Dirt Work) Stateline Trucking – 970-858-1825 (Water Hauling) Doug Teter & Sons – 970-986-1860 (Roustabout Services) Roustabout Specialties, Inc. – 970-241-9696 (Roustabout Services) Piceance Basin Field Berry Petroleum Company Spill Prevention, Control and Countermeasure (SPCC) Plan Summit Services Group, LLC Denver, CO 9/20/2013 www.summitservicesgroup.com 1-800-540-7967 SPILL PREVENTION, CONTROL, AND COUNTERMEASURE PLAN PART III – FORMS Article 4-203.G Impact Analysis Berry Petroleum Company, LLC House Log Gulch Tank Farm OA Project No. 013-2977 760 Horizon Road, Suite 102 TEL 970.263.7800 Grand Junction, CO 81506 FAX 970.263.7456 www.olssonassociates.com 4-203.G – Impact Analysis Berry Petroleum Company, LLC House Log Gulch Tank Farm SECTION 4-203.G. IMPACT ANALYSIS 1. Adjacent Land Use The proposed House Log Gulch Tank Farm (tank farm) is located in the Resource Lands – Plateau zone district. In order to accommodate the Garfield County Unified Land Use Code and as per guidance from the Planning Department the facility is referred to as a “water impoundment” in other sections of this application. Land uses adjacent to the tank farm are predominantly natural gas operations, seasonal cattle grazing, ranching, agricultural practices, and hunting activities. The project site is located within an 880 acre parcel. Land uses on adjacent properties also include natural gas and agricultural operations. 2. Site Features The site is located north of Parachute, Colorado, on the Roan Plateau in Section 32, Township 5 South, Range 96 West, 6th Principal Meridian. The tank farm is on an existing laydown yard that was previously permitted through Garfield County (see recorded Land Use Change Permit included in the Other Permits section). The tank farm is located in the highlands of the Roan Plateau region in central Garfield County. The general terrain surrounding the facility undulates between numerous northeast trending drainages that have incised into the underlying bedrock, creating hummocky uplands that parallel the drainages. Local relief between these valleys and surrounding ridges typically range from 200-400 feet. At the proposed site location, the elevation is approximately 8,340 feet above sea level with the elevation in the adjacent drainage to the north (Little Creek) at 8,070 feet above sea level. The project site is immediately adjacent to House Log Gulch to the south. No wetlands or drainages showing characteristics of Waters of the U.S. (WOUS) are located at the project site. The tank farm is located on an existing disturbance surrounded by sagebrush dominated shrublands, scattered mountain shrublands, and aspen woodlands on north and east facing slopes. Berry Petroleum Company Garden Gulch Tank Farm Impact Analysis Page 2 The average annual precipitation in the area of the facility is approximately 16 inches (Colorado Climate Center records for Altenbern Ranch station). The average annual evaporation rate in the area of the facility is approximately 40 inches (National Weather Service Evaporation Map of the United States). 3. Soil Characteristics According to information prepared by the Natural Resources Conservation Service (NRCS), the soils in the area of the proposed tank farm have been mapped as Northwater- Adel complex (52), Parachute-Irigul-Rhone association (56), and Silas loam (63). It is underlain primarily by the Parachute-Irigul-Rhone association. The Parachute component of the Parachute-Irigul-Rhone association makes up 85.6 percent of the map unit. Slopes are 25-50 percent. This component is on mountains. The parent material consists of colluvium derived from sandstone and shale and/or residuum weathered from siltstone. Depth to restrictive paralithic bedrock is 20 to 40 inches. The natural drainage class is well drained. The Irigul component is on slopes of 25 to 50 percent. This component is on hills. The parent material consists of residuum weathered from sandstone and shale. Depth to restrictive lithic bedrock is 5 to 20 inches. The natural drainage class is well drained. The remaining map unit is made up of Northwater-Adel complex and Silas Loam. Both of these soils are outside of the project area. 4. Geology and Hazard Potential geologic hazards in the area of the proposed House Log Gulch tank farm include landslides, debris flows, occasional flooding, and earthquakes. The House Log Gulch facility would be located on the existing Berry laydown yard adjacent to House Log Gulch in the Garden Gulch area, just south of the Garden Gulch Road. The potential for earthquakes in western Colorado is considered to be low. The facility would be located above the level of occasional flooding of House Log Gulch. The proposed location of the tank farm is underlain by the Uinta Formation and the Parachute Creek member of the Green River Formation. Beds of the Uinta Formation alternate with tongues of the underlying Green River Formation in this area. The Uinta Formation consists of marlstone (oil shale), sandstone, siltstone, and mudstone and the Parachute Creek Member consists of claystone, marlstone, and shale. The primary geologic hazards in the Garden Gulch area are landslides and debris flows. The Garden Gulch Member of the Green River Formation has been eroded into steep slopes and cliffs along Garden Gulch and other drainages and the loose materials that form the slopes facing the creek are largely at the angle of repose. The area where the tank farm would be built is adjacent to House Log Gulch in an area where slope angles are generally lower. In addition, the laydown yard has been previously leveled with no loss of slope stability, including on the large cut face located along the western side of the location. Berry Petroleum Company Garden Gulch Tank Farm Impact Analysis Page 3 Approximately 400 earthquakes of magnitude 2.5 or greater have occurred in Colorado since 1867. However, most of these earthquakes have been below magnitude 3.0 and have not caused significant damage. Most of the largest earthquakes in Colorado history were associated with the injection of waste liquids at the Rocky Mountain Arsenal during the 1960s. In addition, the Colorado Earthquake and Fault Map shows that no faults considered to be potentially active occur on the Roan Plateau, although at least two earthquakes with a magnitude of 5.0 have occurred within the Piceance Basin. 5. Groundwater and Aquifer Recharge Areas Flooding along House Log Gulch occurs occasionally. The tank farm would be built on the existing laydown yard, which is located above the typical high water level along the creek. According to the NRCS report, the Parachute-Irigul-Rhone association soils are well drained with a moderate infiltration rate. An individual septic disposal system (ISDS) will not be used at this site, so the soils will not have to support the facility. According to the Colorado Department of Water Resources CDSS Map Viewer, no alluvial aquifers are mapped in the vicinity of the proposed storage facility location. However, springs indicate the presence of shallow groundwater in the area. Over half of the precipitation at higher elevations in the Piceance Basin falls as winter precipitation, which serves as a groundwater recharge source in the form of snowpack. The residuum material on the Roan Plateau acts as an absorptive veneer that transmits snowmelt as recharge to the underlying bedrock during the spring runoff period. The shallow groundwater enters the groundwater flow system via the surficial residuum and through downward movement, eventually entering into fractures, joints and other cavities considered secondary porosity in the underlying bedrock aquifer. Based on the surface topography, shallow groundwater movement in materials above the Tertiary bedrock most likely follows the surface gradient towards the east/northeast where the surface drainages empty off the Roan Plateau and into the West Parachute Creek valley. Depth to shallow groundwater can range from less than 20 feet in the narrow drainages and near the identified springs to beyond 100 feet on the divides that separate the drainages. Site specific data for the presence and depth of groundwater at the specific project area should be gathered prior to construction activities. Since the project location is approximately 30 vertical feet above the nearest drainage and is situated on a local flow divide, it is possible that groundwater is less than 100 feet in depth below the project site area. The bedrock aquifer underlying the site is composed of the Uinta Formation and the Parachute Creek Member of the Green River Formation. This aquifer has been named the Uinta-Animas Aquifer by the U.S. Geological Survey and the Piceance Basin Aquifer by the Colorado Geological Survey. The Colorado Geological Survey subdivides the aquifer into Upper and Lower Piceance Basin aquifers, with the upper zone composed of the siltstones and sandstones in the Uinta Formation and the upper portion of the Parachute Creek Member. Immediately below this portion of the aquifer is the Mahogany confining unit, a 100 feet to 150 feet thick unit of kerogen-rich shale and marlstone. Beneath this confining unit is the lower portion of the Parachute Creek Member that is Berry Petroleum Company Garden Gulch Tank Farm Impact Analysis Page 4 considered the Lower Piceance Basin aquifer. The thickness of the Upper and Lower Piceance Basin aquifers are approximately 500 feet and 600 feet, respectively, in the project area. Robson and Banta show a potentiometric surface elevation contour of 8,000 feet in the project area, indicating that the saturated zone of the Upper Piceance Basin aquifer is greater than 300 feet below the site but is closer to the land surface in the valley bottoms of Little Creek and House Log Gulch. Underlying the Upper and Lower Piceance Basin aquifers is a confining unit upwards of 4,000 feet in thickness that includes the lower members of the Green River Formation, the Wasatch Formation and the Fort Union Formation. Beneath this major confining unit is the Cretaceous Mesa Verde Group, which approaches 7,000 feet in thickness near the center of the basin. The Mesa Verde is comprised of inter-layered sandstone, shale, siltstone and coal. The aquifer portions of the group create composite saturated thicknesses of less than 500 to 2,000 feet. 6. Environmental Impacts Berry commissioned WestWater Engineering (WWE) to perform a Wildlife and Sensitive Areas Report for the proposed project area. This report is included in this submittal. a. Determination of long-term and short-term effects on flora and fauna Flora A review of the Colorado Natural Heritage Program (CNHP) database, soils and terrain at the project site, and previous WWE surveys indicate that there are no threatened, endangered, or sensitive plant species (TESS) or their associated suitable habitats known to occur within the project area. Noxious weed surveys were conducted on June 6, 2012. Common mullein, plumeless thistle, houndstongue, and cheatgrass were the only State listed weeds found during the survey. Of these, plumeless thistle and houndstongue are the only species listed by Garfield County. Nuisance weeds that were observed within 100 feet of the site include Russian thistle and knotweed. Approximately 5 acres of native vegetation has been previously removed for construction of the project site. No TESS plants have been affected. Implementation of an integrated vegetation and noxious weed management plan would reduce the effects of disturbance to the project site. Fauna Federally and State Listed Candidate, Threatened, Endangered, and Species of Concern Greater Sage-grouse occurs in suitable habitat on the Roan Plateau and is a candidate for listing under the ESA. There is occupied sage-grouse habitat surrounding the project area. However, sage-grouse prefer vast, continuous sagebrush communities, and the Water Storage Tank Facility is located on a previously developed site in a drainage bottom where sagebrush is interspersed with mountain shrub communit ies. Berry Petroleum Company Garden Gulch Tank Farm Impact Analysis Page 5 The project area is within a mapped sage-grouse production area by the Natural Diversity Information System (NDIS) maintained by Colorado Parks and Wildlife (CPW). Lek sites (breeding/strutting grounds) are important features in sage-grouse habitat. Research by CPW indicates that approximately 80 percent of sage-grouse nesting takes place in suitable habitats within 4 miles of the lek on which they were bred. There are 3 known leks within 4 miles of the project site, of which two are considered active. The active leks are the Garden Gulch and Bear Run Leks. Approximately 5 acres of sagebrush and aspen habitat has been previously removed by the project. This vegetation removal has taken place within a mapped sage-grouse production area. An increase in edge habitat could result in additional predation on sage-grouse. An increase in vehicle traffic could result in mortality due to collisions (road-kill); however, the water storage tank facility is located in the bottom of a draw, and sage-grouse typically occupy sagebrush habitat on broad ridge tops. No other federally or state listed species are known to occur at the project site. However, runoff from the project site would eventually drain into the Colorado River which is designated Critical Habitat by US Fish and Wildlife Service (USFWS) for 4 federally listed endangered species of fish. The Colorado pikeminnow and razorback sucker both occur in the Colorado River downstream of the project area. Critical habitat for these two species begins at the Colorado River Bridge in Rifle, CO and continues downstream to Lake Powell. Raptors A minimum of eleven raptor species would be expected to nest, reside, forage, or pass through the general project area. The most common raptor species observed in the area include American Kestrel, Cooper’s Hawk, and Red-tailed Hawk. No raptor nests were observed during the surveys within a 0.25 mile radius of the project site. The vegetation is composed of sagebrush and mountain shrub communities interspersed with aspen woodlands. Raptor nesting habitat in the aspen stands nearby would be considered good to excellent. There is no cliff habitat within 0.5 miles of the project site that would be suitable for nesting raptors. No raptor nesting habitat will be directly affected by development of the project area to a water storage tank facility. Because no raptor nests occur within 0.25 miles of the project site, there is no potential for long or short-term effects related to the increased human presence and activity associated with operation and maintenance of a water storage tank facility. Migratory, Non-migratory, and Birds of Conservation Concern (other than raptors) WWE biologists surveyed the project area for the presence of any bird species that could potentially be affected by the project based on literature review of species Berry Petroleum Company Garden Gulch Tank Farm Impact Analysis Page 6 distribution and presence. Particular attention was given to searching for birds that are listed as sensitive by the USFWS and the CPW. Birds of Conservation Concern (BCC) are species listed by the USFWS that are priorities for conservation action. The goal is to prevent or remove the need for additional Endangered Species Act (ESA) bird listings by implementing proactive management and conservation actions. A 100-foot buffer is the typical distance stipulated by the USFWS for the protection of nesting migratory birds, excluding raptors. The aspen woodlands, sagebrush, and mountain shrublands in the area surrounding the project site provide nesting and foraging habitat for various migratory and non-migratory bird species, depending on the season of the year. American Elk and Mule Deer Elk and mule deer utilize the summer range extensively on the Roan Plateau, following the snow line up to higher elevations in the spring. Mule deer rely on forbs, sagebrush, and other shrubs to meet their nutritional requirements, while elk rely more on grasses for food. Adjacent areas of aspen and mountain shrub provide necessary forage and production areas as well as escape, thermal, and loafing cover for deer and elk during the summer. The site is located in CPW Game Management Unit (GMU) 22. The project area is within CPW -NDIS mapped mule deer and American elk overall range. The site is within a mapped elk production area. The area provides valuable habitat for big game for much of the year. The existence of the project site reduces available habitat for foraging, escape, and thermal cover by approximately 5 acres; no new vegetation disturbance will occur in the development of this site as water storage tank facility. Human presence and activity may affect animal distribution. Some chemicals on the site may be toxic to wildlife including big-game. Black Bear and Mountain Lion CPW -NDIS mapping shows the project area to be within overall range for black bear and mountain lion. There is plentiful forage nearby and black bears frequent the area. Black bears are omnivorous and the diet depends largely on what kinds of food are seasonally available, although their mainstay is vegetation. In spring, emerging grasses and succulent forbs are favored. In summer and early fall, bears take advantage of a variety of berries and other fruits. In late fall, preferences are for berries and mast (acorns), where available. Black bear are in hibernation from mid-November through May. Mountain lion typically follow migrating deer herds in search of deer as the primary food source. They tend to have large territories and are highly mobile as they search for food or new territories. Mountain lions likely inhabit the general project area during the summer months. The project area is not mapped by CPW as a potential mountain lion conflict area. Berry Petroleum Company Garden Gulch Tank Farm Impact Analysis Page 7 A small amount of serviceberry and Gambel oak has been affected by the previous development of the project site, minimally reducing the amount of available forage for black bears; no new vegetation disturbance will occur in the development of the site as water storage tank facility. Human presence and activity may affect animal distribution. Potential encounters of black bear with construction personnel could occur if garbage or food is available to resident bears and incidences of human-black bear interactions sometimes result in the euthanasia of offending bears by the CPW. Mountain lion would be minimally affected. Small Mammals Common small mammal species in the project area include black-tailed jackrabbit (Lepus californicus), coyote (Canis latrans), golden-mantled ground squirrel (Spermophilus lateralis), mountain cottontail (Sylvilagus nuttallii), least chipmunk (Tamias minimus), and a multitude of rodent species. Reptiles Western terrestrial garter snakes (Thamnophis elegans) have previously been observed in the vicinity of the project area. This species is common on the Roan Plateau and is typically observed around perennial creeks and ponds but can be found far from water. Smooth green snakes (Liochlorophis vernalis) were not observed during surveys, but are known to occur on the Roan Plateau (Hammerson 1999) and have been observed at similar elevations on Old Mountain by WWE biologists. Short- horned lizards (Phrynosoma hernandesi) are fairly abundant in sagebrush habitats. These species do not have any special protection by CPW or USFWS. Amphibians The project site is adjacent to House Log Gulch, which has sufficient hydrology to support amphibian species. Because the project site has been previously developed, no impacts to amphibians are expected. Additionally, storm water BMPs are already in place at the project site to prevent impacts to the stream from increased sedimentation, and the proper maintenance of these BMPs will further reduce the likelihood of impacts to amphibian species from this project. No additional habitat loss to small mammals, birds and reptiles will occur as a result of the development of this project. Human presence and activity may affect animal distribution. Some chemicals on the site may be toxic to wildlife, and open pits containing fluids could pose a drowning risk if not properly enclosed and other deterrents put in place. b. Determination of the effect on designated environmental resources, including critical Wildlife Habitat The development of the project is not expected to significantly affect any critical wildlife habitat for any wildlife species. Potential issues are outlined below.  Creation of hazardous attractions: If tanks are used to store produced water, no project feature will introduce components that would inherently entrap or harm Berry Petroleum Company Garden Gulch Tank Farm Impact Analysis Page 8 wildlife that occur in the area. Some passerine bird species may choose to nest in or on equipment or objects stored in the facility area. By closing or covering all ports, hatches, cavities, and openings (such as the ends of pipes) this potential is decreased. Most non-game bird species are protected under the Migratory Bird Treaty Act and tampering with occupied nests could be considered a “take” resulting in a violation.  Indirect Construction Effects: Operation of the site introduces factors such as the presence of construction personnel and noise, which have a potential to affect wildlife distribution and habitat use in a negative manner. Since the site exists amid significant human presence related to other activities in the area, the additional disturbance from this project is low but contributes to the cumulative effect.  Alteration of Existing Vegetation: There has been approximately 5 acres of native vegetation removal related to previous development of the project site; little additional new vegetation disturbance will occur in the development of this site as water storage tank facility.  Big Game Production Areas and Migration Corridors: The water storage tank facility site is situated within an elk production area. No specific deer or elk migration corridors are affected, though migration occurs in and around the site.  Road-kill: Speed limits are 25 miles-per-hour or less on the roads within the project area and most wildlife in the area have become habituated to vehicle traffic. The potential for road-kill for most species should be low, with the exception of small mammals, birds (including sage-grouse), and reptiles.  Bird Nesting Habitat: If the existing project site is not expanded, no natural bird nesting habitat would be lost due to project development. c. Impacts on wildlife and domestic animals through creation of hazardous attractions, alteration of existing native vegetation, blockade of migration routes, use patterns, or other disruptions The development of the project is not expected to significantly affect any critical wildlife habitat for any wildlife species. The water storage tank facility site is situated within an elk production area. No specific deer or elk migration corridors are affected, though migration occurs in and around the site. d. Evaluation of any potential radiation hazard that may have been identified by the State or County Health Departments Background radiation is the natural radioactivity of an area. Background radiation varies due to the influence of natural mineral deposits, building materials, elevation, and topography. In Western Colorado, the typical background levels range from 8 to 30 micro-roentgens per hour (µR/h). The most common outside background levels in Mesa County are 10 to 15 µR/h. A meter reading 30 percent higher than the local background level could be considered significant and require investigation. Berry Petroleum Company Garden Gulch Tank Farm Impact Analysis Page 9 The proposed location of the House Log Gulch Tank Farm is an existing laydown yard that is underlain by the Uinta Formation and the Parachute Creek member of the Green River Formation. The site has previously been cleared and leveled. The survey shows that natural background radiation at the proposed tank farm is typical for Western Colorado. The radiation levels range from 15 to 21 µR/h, with no areas of greater radiation detected. The readings taken at one meter height were not significantly different from those at ground level. 7. Nuisance Adjacent lands will not be impacted by the generation of vapor, dust, smoke, glare, or vibration beyond the impacts of the current land use. Berry will adhere to the standards set forth by the Garfield County Land Use and Development Code, CDPHE, or COGCC. Berry will use water or magnesium chloride as necessary for dust suppression during construction and operation of the facility. Any lighting on site will be downcast and shielded. Structures will be painted neutral colors to blend with the surrounding environment and prevent glare. An Air Quality Permit will be secured prior to the start of construction activity. A floating ceiling will be installed in each tank in order to prevent any VOC emissions from entering the atmosphere. A floating ceiling will be installed in each tank in order to prevent any VOC emissions from entering the atmosphere. Vapors from inside each storage tank will be collected in a vapor header. This header then directs the recovered vapors produced in the oil and water tanks to a Vapor Combustion Unit, where they will be incinerated. The size of the VCU has not been determined. No smoke will be generated by the VCU. There will be no VOC emissions. Motorized equipment used on site will not generate any appreciable vibration. Sound impacts will be in compliance with COGCC rules. The calculated sound press level at 420 feet to the southern property boundary line will be approximately 45.1 dB(A). This is well below the night time standard for the light industrial standard. See the Sound Analysis section of this submittal. 8. Hours of Operation The facility will be in operation around the clock. The site will be remotely monitored. Personnel will not be stationed at the facility except during periods of water transfers, inspections, and maintenance. Maintenance will be performed on a scheduled basis and when required. Berry Petroleum Company Garden Gulch Tank Farm Impact Analysis Page 10 THIS PAGE LEFT BLANK FOR TWO-SIDED DUPLICATION. Article 4-203.G.3 NRCS Soils Report Berry Petroleum Company, LLC House Log Gulch Tank Farm OA Project No. 013-2977 United States Department of Agriculture A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants Custom Soil Resource Report for Douglas-Plateau Area, Colorado, Parts of Garfield and Mesa Counties Natural Resources Conservation Service November 14, 2013 Preface Soil surveys contain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment. Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http://soils.usda.gov/sqi/) and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center (http://offices.sc.egov.usda.gov/locator/app? agency=nrcs) or your NRCS State Soil Scientist (http://soils.usda.gov/contact/ state_offices/). Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Soil Data Mart Web site or the NRCS Web Soil Survey. The Soil Data Mart is the data storage site for the official soil survey information. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require alternative means 2 for communication of program information (Braille, large print, audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity provider and employer. 3 Contents Preface....................................................................................................................2 How Soil Surveys Are Made..................................................................................5 Soil Map..................................................................................................................7 Soil Map................................................................................................................8 Legend..................................................................................................................9 Map Unit Legend................................................................................................10 Map Unit Descriptions........................................................................................10 Douglas-Plateau Area, Colorado, Parts of Garfield and Mesa Counties........12 52—Northwater-Adel complex, 5 to 50 percent slopes...............................12 56—Parachute-Irigul-Rhone association, 25 to 50 percent slopes.............13 63—Silas loam, 1 to 12 percent slopes.......................................................15 Soil Information for All Uses...............................................................................17 Suitabilities and Limitations for Use....................................................................17 Building Site Development..............................................................................17 Corrosion of Concrete.................................................................................17 Corrosion of Steel........................................................................................20 Shallow Excavations...................................................................................23 Soil Properties and Qualities..............................................................................28 Soil Qualities and Features.............................................................................28 Drainage Class............................................................................................28 Hydrologic Soil Group.................................................................................31 References............................................................................................................36 4 How Soil Surveys Are Made Soil surveys are made to provide information about the soils and miscellaneous areas in a specific area. They include a description of the soils and miscellaneous areas and their location on the landscape and tables that show soil properties and limitations affecting various uses. Soil scientists observed the steepness, length, and shape of the slopes; the general pattern of drainage; the kinds of crops and native plants; and the kinds of bedrock. They observed and described many soil profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The profile extends from the surface down into the unconsolidated material in which the soil formed or from the surface down to bedrock. The unconsolidated material is devoid of roots and other living organisms and has not been changed by other biological activity. Currently, soils are mapped according to the boundaries of major land resource areas (MLRAs). MLRAs are geographically associated land resource units that share common characteristics related to physiography, geology, climate, water resources, soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically consist of parts of one or more MLRA. The soils and miscellaneous areas in a survey area occur in an orderly pattern that is related to the geology, landforms, relief, climate, and natural vegetation of the area. Each kind of soil and miscellaneous area is associated with a particular kind of landform or with a segment of the landform. By observing the soils and miscellaneous areas in the survey area and relating their position to specific segments of the landform, a soil scientist develops a concept, or model, of how they were formed. Thus, during mapping, this model enables the soil scientist to predict with a considerable degree of accuracy the kind of soil or miscellaneous area at a specific location on the landscape. Commonly, individual soils on the landscape merge into one another as their characteristics gradually change. To construct an accurate soil map, however, soil scientists must determine the boundaries between the soils. They can observe only a limited number of soil profiles. Nevertheless, these observations, supplemented by an understanding of the soil-vegetation-landscape relationship, are sufficient to verify predictions of the kinds of soil in an area and to determine the boundaries. Soil scientists recorded the characteristics of the soil profiles that they studied. They noted soil color, texture, size and shape of soil aggregates, kind and amount of rock fragments, distribution of plant roots, reaction, and other features that enable them to identify soils. After describing the soils in the survey area and determining their properties, the soil scientists assigned the soils to taxonomic classes (units). Taxonomic classes are concepts. Each taxonomic class has a set of soil characteristics with precisely defined limits. The classes are used as a basis for comparison to classify soils systematically. Soil taxonomy, the system of taxonomic classification used in the United States, is based mainly on the kind and character of soil properties and the arrangement of horizons within the profile. After the soil scientists classified and named the soils in the survey area, they compared the 5 individual soils with similar soils in the same taxonomic class in other areas so that they could confirm data and assemble additional data based on experience and research. The objective of soil mapping is not to delineate pure map unit components; the objective is to separate the landscape into landforms or landform segments that have similar use and management requirements. Each map unit is defined by a unique combination of soil components and/or miscellaneous areas in predictable proportions. Some components may be highly contrasting to the other components of the map unit. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The delineation of such landforms and landform segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, onsite investigation is needed to define and locate the soils and miscellaneous areas. Soil scientists make many field observations in the process of producing a soil map. The frequency of observation is dependent upon several factors, including scale of mapping, intensity of mapping, design of map units, complexity of the landscape, and experience of the soil scientist. Observations are made to test and refine the soil- landscape model and predictions and to verify the classification of the soils at specific locations. Once the soil-landscape model is refined, a significantly smaller number of measurements of individual soil properties are made and recorded. These measurements may include field measurements, such as those for color, depth to bedrock, and texture, and laboratory measurements, such as those for content of sand, silt, clay, salt, and other components. Properties of each soil typically vary from one point to another across the landscape. Observations for map unit components are aggregated to develop ranges of characteristics for the components. The aggregated values are presented. Direct measurements do not exist for every property presented for every map unit component. Values for some properties are estimated from combinations of other properties. While a soil survey is in progress, samples of some of the soils in the area generally are collected for laboratory analyses and for engineering tests. Soil scientists interpret the data from these analyses and tests as well as the field-observed characteristics and the soil properties to determine the expected behavior of the soils under different uses. Interpretations for all of the soils are field tested through observation of the soils in different uses and under different levels of management. Some interpretations are modified to fit local conditions, and some new interpretations are developed to meet local needs. Data are assembled from other sources, such as research information, production records, and field experience of specialists. For example, data on crop yields under defined levels of management are assembled from farm records and from field or plot experiments on the same kinds of soil. Predictions about soil behavior are based not only on soil properties but also on such variables as climate and biological activity. Soil conditions are predictable over long periods of time, but they are not predictable from year to year. For example, soil scientists can predict with a fairly high degree of accuracy that a given soil will have a high water table within certain depths in most years, but they cannot predict that a high water table will always be at a specific level in the soil on a specific date. After soil scientists located and identified the significant natural bodies of soil in the survey area, they drew the boundaries of these bodies on aerial photographs and identified each as a specific map unit. Aerial photographs show trees, buildings, fields, roads, and rivers, all of which help in locating boundaries accurately. Custom Soil Resource Report 6 Soil Map The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map unit. 7 8 Custom Soil Resource Report Soil Map 43 8 3 1 8 0 43 8 3 2 2 0 43 8 3 2 6 0 43 8 3 3 0 0 43 8 3 3 4 0 43 8 3 3 8 0 43 8 3 4 2 0 43 8 3 1 8 0 43 8 3 2 2 0 43 8 3 2 6 0 43 8 3 3 0 0 43 8 3 3 4 0 43 8 3 3 8 0 43 8 3 4 2 0 43 8 3 4 6 0 741480 741520 741560 741600 741640 741680 741720 741760 741800 741840 741880 741480 741520 741560 741600 741640 741680 741720 741760 741800 741840 741880 39° 34' 0'' N 10 8 ° 1 1 ' 2 0 ' ' W 39° 34' 0'' N 10 8 ° 1 1 ' 2 ' ' W 39° 33' 51'' N 10 8 ° 1 1 ' 2 0 ' ' W 39° 33' 51'' N 10 8 ° 1 1 ' 2 ' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 12N WGS84 0 50 100 200 300 Feet 0 25 50 100 150 Meters Map Scale: 1:2,010 if printed on A landscape (11" x 8.5") sheet. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http://websoilsurvey.nrcs.usda.gov Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Douglas-Plateau Area, Colorado, Parts of Garfield and Mesa Counties Survey Area Data: Version 5, Feb 1, 2008 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jun 22, 2010—Sep 2, 2010 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Custom Soil Resource Report 9 Map Unit Legend Douglas-Plateau Area, Colorado, Parts of Garfield and Mesa Counties (CO682) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 52 Northwater-Adel complex, 5 to 50 percent slopes 1.3 7.8% 56 Parachute-Irigul-Rhone association, 25 to 50 percent slopes 13.9 85.6% 63 Silas loam, 1 to 12 percent slopes 1.1 6.6% Totals for Area of Interest 16.2 100.0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that Custom Soil Resource Report 10 have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha- Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. Custom Soil Resource Report 11 Douglas-Plateau Area, Colorado, Parts of Garfield and Mesa Counties 52—Northwater-Adel complex, 5 to 50 percent slopes Map Unit Setting Elevation:7,700 to 8,400 feet Mean annual precipitation:18 to 25 inches Mean annual air temperature:36 to 40 degrees F Frost-free period:45 to 75 days Map Unit Composition Northwater and similar soils:50 percent Adel and similar soils:40 percent Description of Northwater Setting Landform:Mountainsides Landform position (two-dimensional):Toeslope, backslope, footslope Landform position (three-dimensional):Mountainflank Down-slope shape:Concave Across-slope shape:Linear Parent material:Colluvium derived from sedimentary rock and/or residuum weathered from sedimentary rock Properties and qualities Slope:5 to 50 percent Depth to restrictive feature:More than 80 inches Drainage class:Well drained Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high (0.60 to 2.00 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Available water capacity:Moderate (about 7.0 inches) Interpretive groups Farmland classification:Not prime farmland Land capability (nonirrigated):7e Hydrologic Soil Group:B Typical profile 0 to 28 inches:Loam 28 to 48 inches:Very channery loam 48 to 60 inches:Extremely channery loam Description of Adel Setting Landform:Hills, swales Landform position (two-dimensional):Footslope Landform position (three-dimensional):Base slope Down-slope shape:Concave Across-slope shape:Linear, concave Parent material:Colluvium derived from sedimentary rock Custom Soil Resource Report 12 Properties and qualities Slope:5 to 50 percent Depth to restrictive feature:More than 80 inches Drainage class:Well drained Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high (0.57 to 1.98 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Calcium carbonate, maximum content:5 percent Available water capacity:Very high (about 17.9 inches) Interpretive groups Farmland classification:Not prime farmland Land capability (nonirrigated):7e Hydrologic Soil Group:B Typical profile 0 to 20 inches:Clay loam 20 to 31 inches:Clay loam, loam 31 to 60 inches:Loam, clay loam 56—Parachute-Irigul-Rhone association, 25 to 50 percent slopes Map Unit Setting Elevation:7,600 to 8,800 feet Mean annual precipitation:18 to 22 inches Mean annual air temperature:36 to 40 degrees F Frost-free period:65 to 80 days Map Unit Composition Parachute and similar soils:35 percent Irigul and similar soils:30 percent Rhone and similar soils:20 percent Description of Parachute Setting Landform:Mountains Landform position (two-dimensional):Shoulder, summit Landform position (three-dimensional):Mountaintop Down-slope shape:Linear Across-slope shape:Convex Parent material:Colluvium derived from sandstone and shale and/or residuum weathered from siltstone Properties and qualities Slope:25 to 50 percent Depth to restrictive feature:20 to 40 inches to paralithic bedrock Drainage class:Well drained Custom Soil Resource Report 13 Capacity of the most limiting layer to transmit water (Ksat):Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Available water capacity:Low (about 4.0 inches) Interpretive groups Farmland classification:Not prime farmland Land capability (nonirrigated):7e Hydrologic Soil Group:B Ecological site:Brushy Loam (R048AY238CO) Typical profile 0 to 10 inches:Loam 10 to 25 inches:Extremely channery loam, very channery loam 25 to 29 inches:Unweathered bedrock Description of Irigul Setting Landform:Hills Landform position (two-dimensional):Shoulder, backslope, footslope, summit, toeslope Landform position (three-dimensional):Crest Down-slope shape:Convex Across-slope shape:Convex Parent material:Residuum weathered from sandstone and shale Properties and qualities Slope:25 to 50 percent Depth to restrictive feature:5 to 20 inches to lithic bedrock Drainage class:Well drained Capacity of the most limiting layer to transmit water (Ksat):Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Available water capacity:Very low (about 1.3 inches) Interpretive groups Farmland classification:Not prime farmland Land capability (nonirrigated):7e Hydrologic Soil Group:D Ecological site:Loamy Slopes (R048AY303CO) Typical profile 0 to 6 inches:Channery loam 6 to 13 inches:Very channery loam 13 to 17 inches:Unweathered bedrock Description of Rhone Setting Landform:Mountains, hills Landform position (two-dimensional):Footslope, summit, shoulder, backslope Landform position (three-dimensional):Mountainflank, side slope Down-slope shape:Concave Custom Soil Resource Report 14 Across-slope shape:Concave Parent material:Colluvium derived from sandstone and shale and/or residuum weathered from sandstone and shale Properties and qualities Slope:25 to 50 percent Depth to restrictive feature:40 to 60 inches to paralithic bedrock Drainage class:Well drained Capacity of the most limiting layer to transmit water (Ksat):Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Available water capacity:Moderate (about 7.5 inches) Interpretive groups Farmland classification:Not prime farmland Land capability (nonirrigated):7e Hydrologic Soil Group:B Ecological site:Brushy Loam (R048AY238CO) Typical profile 0 to 10 inches:Loam 10 to 39 inches:Channery loam 39 to 55 inches:Very channery loam 55 to 59 inches:Unweathered bedrock 63—Silas loam, 1 to 12 percent slopes Map Unit Setting Elevation:7,800 to 8,400 feet Mean annual precipitation:20 to 25 inches Mean annual air temperature:36 to 40 degrees F Frost-free period:65 to 90 days Map Unit Composition Silas and similar soils:85 percent Description of Silas Setting Landform:Alluvial fans, valley floors Down-slope shape:Concave, linear Across-slope shape:Linear, concave Parent material:Mixed rock alluvium derived from sedimentary rock Properties and qualities Slope:1 to 12 percent Depth to restrictive feature:More than 80 inches Drainage class:Moderately well drained Custom Soil Resource Report 15 Capacity of the most limiting layer to transmit water (Ksat):Moderately high (0.20 to 0.60 in/hr) Depth to water table:About 42 to 72 inches Frequency of flooding:Rare Frequency of ponding:None Available water capacity:High (about 10.6 inches) Interpretive groups Farmland classification:Not prime farmland Land capability (nonirrigated):6c Hydrologic Soil Group:B Ecological site:Mountain Swale (R048AY245CO) Typical profile 0 to 18 inches:Loam 18 to 60 inches:Clay loam Custom Soil Resource Report 16 Soil Information for All Uses Suitabilities and Limitations for Use The Suitabilities and Limitations for Use section includes various soil interpretations displayed as thematic maps with a summary table for the soil map units in the selected area of interest. A single value or rating for each map unit is generated by aggregating the interpretive ratings of individual map unit components. This aggregation process is defined for each interpretation. Building Site Development Building site development interpretations are designed to be used as tools for evaluating soil suitability and identifying soil limitations for various construction purposes. As part of the interpretation process, the rating applies to each soil in its described condition and does not consider present land use. Example interpretations can include corrosion of concrete and steel, shallow excavations, dwellings with and without basements, small commercial buildings, local roads and streets, and lawns and landscaping. Corrosion of Concrete "Risk of corrosion" pertains to potential soil-induced electrochemical or chemical action that corrodes or weakens concrete. The rate of corrosion of concrete is based mainly on the sulfate and sodium content, texture, moisture content, and acidity of the soil. Special site examination and design may be needed if the combination of factors results in a severe hazard of corrosion. The concrete in installations that intersect soil boundaries or soil layers is more susceptible to corrosion than the concrete in installations that are entirely within one kind of soil or within one soil layer. The risk of corrosion is expressed as "low," "moderate," or "high." 17 18 Custom Soil Resource Report Map—Corrosion of Concrete 43 8 3 1 8 0 43 8 3 2 2 0 43 8 3 2 6 0 43 8 3 3 0 0 43 8 3 3 4 0 43 8 3 3 8 0 43 8 3 4 2 0 43 8 3 1 8 0 43 8 3 2 2 0 43 8 3 2 6 0 43 8 3 3 0 0 43 8 3 3 4 0 43 8 3 3 8 0 43 8 3 4 2 0 43 8 3 4 6 0 741480 741520 741560 741600 741640 741680 741720 741760 741800 741840 741880 741480 741520 741560 741600 741640 741680 741720 741760 741800 741840 741880 39° 34' 0'' N 10 8 ° 1 1 ' 2 0 ' ' W 39° 34' 0'' N 10 8 ° 1 1 ' 2 ' ' W 39° 33' 51'' N 10 8 ° 1 1 ' 2 0 ' ' W 39° 33' 51'' N 10 8 ° 1 1 ' 2 ' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 12N WGS84 0 50 100 200 300 Feet 0 25 50 100 150 Meters Map Scale: 1:2,010 if printed on A landscape (11" x 8.5") sheet. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons High Moderate Low Not rated or not available Soil Rating Lines High Moderate Low Not rated or not available Soil Rating Points High Moderate Low Not rated or not available Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http://websoilsurvey.nrcs.usda.gov Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Douglas-Plateau Area, Colorado, Parts of Garfield and Mesa Counties Survey Area Data: Version 5, Feb 1, 2008 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jun 22, 2010—Sep 2, 2010 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Custom Soil Resource Report 19 Table—Corrosion of Concrete Corrosion of Concrete— Summary by Map Unit — Douglas-Plateau Area, Colorado, Parts of Garfield and Mesa Counties (CO682) Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 52 Northwater-Adel complex, 5 to 50 percent slopes Low 1.3 7.8% 56 Parachute-Irigul-Rhone association, 25 to 50 percent slopes Low 13.9 85.6% 63 Silas loam, 1 to 12 percent slopes Low 1.1 6.6% Totals for Area of Interest 16.2 100.0% Rating Options—Corrosion of Concrete Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher Corrosion of Steel "Risk of corrosion" pertains to potential soil-induced electrochemical or chemical action that corrodes or weakens uncoated steel. The rate of corrosion of uncoated steel is related to such factors as soil moisture, particle-size distribution, acidity, and electrical conductivity of the soil. Special site examination and design may be needed if the combination of factors results in a severe hazard of corrosion. The steel in installations that intersect soil boundaries or soil layers is more susceptible to corrosion than the steel in installations that are entirely within one kind of soil or within one soil layer. The risk of corrosion is expressed as "low," "moderate," or "high." Custom Soil Resource Report 20 21 Custom Soil Resource Report Map—Corrosion of Steel 43 8 3 1 8 0 43 8 3 2 2 0 43 8 3 2 6 0 43 8 3 3 0 0 43 8 3 3 4 0 43 8 3 3 8 0 43 8 3 4 2 0 43 8 3 1 8 0 43 8 3 2 2 0 43 8 3 2 6 0 43 8 3 3 0 0 43 8 3 3 4 0 43 8 3 3 8 0 43 8 3 4 2 0 43 8 3 4 6 0 741480 741520 741560 741600 741640 741680 741720 741760 741800 741840 741880 741480 741520 741560 741600 741640 741680 741720 741760 741800 741840 741880 39° 34' 0'' N 10 8 ° 1 1 ' 2 0 ' ' W 39° 34' 0'' N 10 8 ° 1 1 ' 2 ' ' W 39° 33' 51'' N 10 8 ° 1 1 ' 2 0 ' ' W 39° 33' 51'' N 10 8 ° 1 1 ' 2 ' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 12N WGS84 0 50 100 200 300 Feet 0 25 50 100 150 Meters Map Scale: 1:2,010 if printed on A landscape (11" x 8.5") sheet. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons High Moderate Low Not rated or not available Soil Rating Lines High Moderate Low Not rated or not available Soil Rating Points High Moderate Low Not rated or not available Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http://websoilsurvey.nrcs.usda.gov Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Douglas-Plateau Area, Colorado, Parts of Garfield and Mesa Counties Survey Area Data: Version 5, Feb 1, 2008 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jun 22, 2010—Sep 2, 2010 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Custom Soil Resource Report 22 Table—Corrosion of Steel Corrosion of Steel— Summary by Map Unit — Douglas-Plateau Area, Colorado, Parts of Garfield and Mesa Counties (CO682) Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 52 Northwater-Adel complex, 5 to 50 percent slopes Moderate 1.3 7.8% 56 Parachute-Irigul-Rhone association, 25 to 50 percent slopes Moderate 13.9 85.6% 63 Silas loam, 1 to 12 percent slopes Moderate 1.1 6.6% Totals for Area of Interest 16.2 100.0% Rating Options—Corrosion of Steel Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher Shallow Excavations Shallow excavations are trenches or holes dug to a maximum depth of 5 or 6 feet for graves, utility lines, open ditches, or other purposes. The ratings are based on the soil properties that influence the ease of digging and the resistance to sloughing. Depth to bedrock or a cemented pan, hardness of bedrock or a cemented pan, the amount of large stones, and dense layers influence the ease of digging, filling, and compacting. Depth to the seasonal high water table, flooding, and ponding may restrict the period when excavations can be made. Slope influences the ease of using machinery. Soil texture, depth to the water table, and linear extensibility (shrink-swell potential) influence the resistance to sloughing. The ratings are both verbal and numerical. Rating class terms indicate the extent to which the soils are limited by all of the soil features that affect the specified use. "Not limited" indicates that the soil has features that are very favorable for the specified use. Good performance and very low maintenance can be expected. "Somewhat limited" indicates that the soil has features that are moderately favorable for the specified use. The limitations can be overcome or minimized by special planning, design, or installation. Fair performance and moderate maintenance can be expected. "Very limited" indicates that the soil has one or more features that are unfavorable for the specified use. The limitations generally cannot be overcome without major soil reclamation, special design, or expensive installation procedures. Poor performance and high maintenance can be expected. Numerical ratings indicate the severity of individual limitations. The ratings are shown as decimal fractions ranging from 0.01 to 1.00. They indicate gradations between the Custom Soil Resource Report 23 point at which a soil feature has the greatest negative impact on the use (1.00) and the point at which the soil feature is not a limitation (0.00). The map unit components listed for each map unit in the accompanying Summary by Map Unit table in Web Soil Survey or the Aggregation Report in Soil Data Viewer are determined by the aggregation method chosen. An aggregated rating class is shown for each map unit. The components listed for each map unit are only those that have the same rating class as listed for the map unit. The percent composition of each component in a particular map unit is presented to help the user better understand the percentage of each map unit that has the rating presented. Other components with different ratings may be present in each map unit. The ratings for all components, regardless of the map unit aggregated rating, can be viewed by generating the equivalent report from the Soil Reports tab in Web Soil Survey or from the Soil Data Mart site. Onsite investigation may be needed to validate these interpretations and to confirm the identity of the soil on a given site. Custom Soil Resource Report 24 25 Custom Soil Resource Report Map—Shallow Excavations 43 8 3 1 8 0 43 8 3 2 2 0 43 8 3 2 6 0 43 8 3 3 0 0 43 8 3 3 4 0 43 8 3 3 8 0 43 8 3 4 2 0 43 8 3 1 8 0 43 8 3 2 2 0 43 8 3 2 6 0 43 8 3 3 0 0 43 8 3 3 4 0 43 8 3 3 8 0 43 8 3 4 2 0 43 8 3 4 6 0 741480 741520 741560 741600 741640 741680 741720 741760 741800 741840 741880 741480 741520 741560 741600 741640 741680 741720 741760 741800 741840 741880 39° 34' 0'' N 10 8 ° 1 1 ' 2 0 ' ' W 39° 34' 0'' N 10 8 ° 1 1 ' 2 ' ' W 39° 33' 51'' N 10 8 ° 1 1 ' 2 0 ' ' W 39° 33' 51'' N 10 8 ° 1 1 ' 2 ' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 12N WGS84 0 50 100 200 300 Feet 0 25 50 100 150 Meters Map Scale: 1:2,010 if printed on A landscape (11" x 8.5") sheet. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons Very limited Somewhat limited Not limited Not rated or not available Soil Rating Lines Very limited Somewhat limited Not limited Not rated or not available Soil Rating Points Very limited Somewhat limited Not limited Not rated or not available Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http://websoilsurvey.nrcs.usda.gov Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Douglas-Plateau Area, Colorado, Parts of Garfield and Mesa Counties Survey Area Data: Version 5, Feb 1, 2008 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jun 22, 2010—Sep 2, 2010 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Custom Soil Resource Report 26 Tables—Shallow Excavations Shallow Excavations— Summary by Map Unit — Douglas-Plateau Area, Colorado, Parts of Garfield and Mesa Counties (CO682) Map unit symbol Map unit name Rating Component name (percent) Rating reasons (numeric values) Acres in AOI Percent of AOI 52 Northwater-Adel complex, 5 to 50 percent slopes Very limited Northwater (50%)Slope (1.00)1.3 7.8% Cutbanks cave (0.10) Adel (40%)Slope (1.00) Cutbanks cave (0.10) 56 Parachute-Irigul- Rhone association, 25 to 50 percent slopes Very limited Parachute (35%)Slope (1.00)13.9 85.6% Depth to soft bedrock (0.84) Cutbanks cave (0.10) Irigul (30%)Depth to hard bedrock (1.00) Slope (1.00) Rhone (20%)Slope (1.00) Cutbanks cave (0.10) 63 Silas loam, 1 to 12 percent slopes Somewhat limited Silas (85%)Depth to saturated zone (0.24) 1.1 6.6% Cutbanks cave (0.10) Totals for Area of Interest 16.2 100.0% Shallow Excavations— Summary by Rating Value Rating Acres in AOI Percent of AOI Very limited 15.1 93.4% Somewhat limited 1.1 6.6% Totals for Area of Interest 16.2 100.0% Rating Options—Shallow Excavations Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher Custom Soil Resource Report 27 Soil Properties and Qualities The Soil Properties and Qualities section includes various soil properties and qualities displayed as thematic maps with a summary table for the soil map units in the selected area of interest. A single value or rating for each map unit is generated by aggregating the interpretive ratings of individual map unit components. This aggregation process is defined for each property or quality. Soil Qualities and Features Soil qualities are behavior and performance attributes that are not directly measured, but are inferred from observations of dynamic conditions and from soil properties. Example soil qualities include natural drainage, and frost action. Soil features are attributes that are not directly part of the soil. Example soil features include slope and depth to restrictive layer. These features can greatly impact the use and management of the soil. Drainage Class "Drainage class (natural)" refers to the frequency and duration of wet periods under conditions similar to those under which the soil formed. Alterations of the water regime by human activities, either through drainage or irrigation, are not a consideration unless they have significantly changed the morphology of the soil. Seven classes of natural soil drainage are recognized-excessively drained, somewhat excessively drained, well drained, moderately well drained, somewhat poorly drained, poorly drained, and very poorly drained. These classes are defined in the "Soil Survey Manual." Custom Soil Resource Report 28 29 Custom Soil Resource Report Map—Drainage Class 43 8 3 1 8 0 43 8 3 2 2 0 43 8 3 2 6 0 43 8 3 3 0 0 43 8 3 3 4 0 43 8 3 3 8 0 43 8 3 4 2 0 43 8 3 1 8 0 43 8 3 2 2 0 43 8 3 2 6 0 43 8 3 3 0 0 43 8 3 3 4 0 43 8 3 3 8 0 43 8 3 4 2 0 43 8 3 4 6 0 741480 741520 741560 741600 741640 741680 741720 741760 741800 741840 741880 741480 741520 741560 741600 741640 741680 741720 741760 741800 741840 741880 39° 34' 0'' N 10 8 ° 1 1 ' 2 0 ' ' W 39° 34' 0'' N 10 8 ° 1 1 ' 2 ' ' W 39° 33' 51'' N 10 8 ° 1 1 ' 2 0 ' ' W 39° 33' 51'' N 10 8 ° 1 1 ' 2 ' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 12N WGS84 0 50 100 200 300 Feet 0 25 50 100 150 Meters Map Scale: 1:2,010 if printed on A landscape (11" x 8.5") sheet. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons Excessively drained Somewhat excessively drained Well drained Moderately well drained Somewhat poorly drained Poorly drained Very poorly drained Subaqueous Not rated or not available Soil Rating Lines Excessively drained Somewhat excessively drained Well drained Moderately well drained Somewhat poorly drained Poorly drained Very poorly drained Subaqueous Not rated or not available Soil Rating Points Excessively drained Somewhat excessively drained Well drained Moderately well drained Somewhat poorly drained Poorly drained Very poorly drained Subaqueous Not rated or not available Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http://websoilsurvey.nrcs.usda.gov Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Douglas-Plateau Area, Colorado, Parts of Garfield and Mesa Counties Survey Area Data: Version 5, Feb 1, 2008 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jun 22, 2010—Sep 2, 2010 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Custom Soil Resource Report 30 Table—Drainage Class Drainage Class— Summary by Map Unit — Douglas-Plateau Area, Colorado, Parts of Garfield and Mesa Counties (CO682) Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 52 Northwater-Adel complex, 5 to 50 percent slopes Well drained 1.3 7.8% 56 Parachute-Irigul-Rhone association, 25 to 50 percent slopes Well drained 13.9 85.6% 63 Silas loam, 1 to 12 percent slopes Moderately well drained 1.1 6.6% Totals for Area of Interest 16.2 100.0% Rating Options—Drainage Class Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher Hydrologic Soil Group Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long- duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Custom Soil Resource Report 31 Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Custom Soil Resource Report 32 33 Custom Soil Resource Report Map—Hydrologic Soil Group 43 8 3 1 8 0 43 8 3 2 2 0 43 8 3 2 6 0 43 8 3 3 0 0 43 8 3 3 4 0 43 8 3 3 8 0 43 8 3 4 2 0 43 8 3 1 8 0 43 8 3 2 2 0 43 8 3 2 6 0 43 8 3 3 0 0 43 8 3 3 4 0 43 8 3 3 8 0 43 8 3 4 2 0 43 8 3 4 6 0 741480 741520 741560 741600 741640 741680 741720 741760 741800 741840 741880 741480 741520 741560 741600 741640 741680 741720 741760 741800 741840 741880 39° 34' 0'' N 10 8 ° 1 1 ' 2 0 ' ' W 39° 34' 0'' N 10 8 ° 1 1 ' 2 ' ' W 39° 33' 51'' N 10 8 ° 1 1 ' 2 0 ' ' W 39° 33' 51'' N 10 8 ° 1 1 ' 2 ' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 12N WGS84 0 50 100 200 300 Feet 0 25 50 100 150 Meters Map Scale: 1:2,010 if printed on A landscape (11" x 8.5") sheet. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons A A/D B B/D C C/D D Not rated or not available Soil Rating Lines A A/D B B/D C C/D D Not rated or not available Soil Rating Points A A/D B B/D C C/D D Not rated or not available Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http://websoilsurvey.nrcs.usda.gov Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Douglas-Plateau Area, Colorado, Parts of Garfield and Mesa Counties Survey Area Data: Version 5, Feb 1, 2008 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jun 22, 2010—Sep 2, 2010 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Custom Soil Resource Report 34 Table—Hydrologic Soil Group Hydrologic Soil Group— Summary by Map Unit — Douglas-Plateau Area, Colorado, Parts of Garfield and Mesa Counties (CO682) Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 52 Northwater-Adel complex, 5 to 50 percent slopes B 1.3 7.8% 56 Parachute-Irigul-Rhone association, 25 to 50 percent slopes B 13.9 85.6% 63 Silas loam, 1 to 12 percent slopes B 1.1 6.6% Totals for Area of Interest 16.2 100.0% Rating Options—Hydrologic Soil Group Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher Custom Soil Resource Report 35 References American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition. American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487-00. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife Service FWS/OBS-79/31. Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States. National Research Council. 1995. Wetlands: Characteristics and boundaries. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. http://soils.usda.gov/ Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http://soils.usda.gov/ Soil Survey Staff. 2006. Keys to soil taxonomy. 10th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http://soils.usda.gov/ Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section. United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1. United States Department of Agriculture, Natural Resources Conservation Service. National forestry manual. http://soils.usda.gov/ United States Department of Agriculture, Natural Resources Conservation Service. National range and pasture handbook. http://www.glti.nrcs.usda.gov/ United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook, title 430-VI. http://soils.usda.gov/ United States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. http://soils.usda.gov/ 36 United States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. Custom Soil Resource Report 37 Article 4-203.G.4 Geologic and Soils Hazard Report Berry Petroleum Company, LLC House Log Gulch Tank Farm OA Project No. 013-2977 Nicholson GeoSolutions, LLC 3433 East Lake Drive Centennial, CO 80121 Geologic Hazard Report for the Berry Petroleum Company House Log Gulch Produced Water Management Facility Potential geologic hazards in the area of the proposed House Log Gulch produced water management facility include landslides, debris flows, occasional flooding, and earthquakes. The House Log Gulch facility would be located on the existing Berry laydown yard adjacent to House Log Gulch in the Garden Gulch area, just south of the Garden Gulch Road. The potential for earthquakes in western Colorado is considered to be low (CGS 2012). The facility would be located above the level of occasional flooding of House Log Gulch. Surficial Geology The proposed location of the produced water facility is underlain by the Uinta Formation and the Parachute Creek member of the Green River Formation. Beds of the Uinta Formation alternate with tongues of with the underlying Green River Formation in this area. The Uinta Formation consists of marlstone (oil shale), sandstone, siltstone, and mudstone and the Parachute Creek Member consists of claystone, marlstone, and shale (Hail et al, 1989; Hail 1992; Tweto 1979). Landslides and Debris Flows The primary geologic hazards in the Garden Gulch area are landslides and debris flows. The Garden Gulch Member of the Green River Formation has been eroded into steep slopes and cliffs along Garden Gulch and other drainages and the loose materials that form the slopes facing the creek are largely at the angle of repose. Several large slide zones have developed along the access road to the facility (the Garden Gulch Road) and on other roads in the area. In addition, small debris flows consisting of loose soil and rock emerge from steep drainages after large precipitation events and cover portions of the access roads. The area where the House Log Gulch facility would be built is adjacent to House Log Gulch in an area where slope angles are generally lower. In addition, the laydown yard has been previously leveled with no loss of slope stability, including on the large cut face located along the western side of the location. Therefore, landslides and debris flows are not considered to be a threat to the facility. The Garden Gulch Road crosses areas where landslides and debris flows have occurred and could potentially be affected by future landslides. Siesmicity and Earthquakes Approximately 400 earthquakes of magnitude 2.5 or greater have occurred in Colorado since 1867 (CGS 2012). However, most of these earthquakes have been below magnitude 3.0 and have not caused significant damage. Most of the largest earthquakes in Colorado history were associated with the injection of waste liquids at the Rocky Mountain Arsenal during the 1960s. In addition, the Colorado Earthquake and Fault Map shows that no faults considered to be potentially active occur on the Roan Plateau (CEHMC 2008), although at least two earthquakes with a magnitude of 5.0 have occurred within the Piceance Basin. Given the lack of potentially active faults on the Plateau, the potential for a damaging earthquake to occur near the proposed facility is considered to be very low. Flooding Flooding along House Log Gulch occurs occasionally. The House Log Gulch facility would be built on the existing laydown yard, which is located above the high water level from flooding along the creek. The access road to the facility crosses a low area adjacent to House Log Gulch. Flooding along House Log Gulch could potentially impact the low portion of the access road to the facility but not the water storage site itself. Summary and Conclusions Potential geologic hazards in the area of the proposed House Log Gulch produced water management facility and access road include landslides, flooding, and earthquakes. Landslides and debris flows could potentially occur along the access road to the facility, but not at the facility itself. The potential for a damaging earthquake to strike the facility is considered to be very low. Flooding along House Log Gulch could potentially impact the low portion of the access road to the facility but not the water storage site itself. Based on the available geologic information, there is little or no expected impact to the facility resulting from geologic hazards. David K Nicholson, P.G. Nicholson GeoSolutions LLC References Colorado Geological Survey, Earthquakes in Colorado, accessed at http://geosurvey.state.co.us/hazards/Earthquakes/Pages/Earthquakes.aspx; July 30, 2012 Colorado Earthquake Hazard Mitigation Council, 2008, Colorado Earthquake Hazards, accessed at http://geosurvey.state.co.us/hazards/Earthquakes/Documents/Earthquake_Map_2008.pdf; July 31, 2012 Hail, W.J., O'Sullivan, R.B., and Smith, M.C., 1989, Geologic map of the Roan Plateau area, northwestern Colorado: U.S. Geological Survey, Miscellaneous Investigations Series Map I-1797-C, scale 1:50000. Hail, W.J., 1992, Geology of the central Roan Plateau area, northwestern Colorado: U.S. Geological Survey, Bulletin 1787-R, scale 1:164000. Tweto, Ogden, 1979, Geologic map of Colorado: U.S. Geological Survey, scale 1:500000. BERRY PETROLEUM HOUSE LOG GULCH TANK FARM FACILITY GEOLOGY AND HYDROGEOLOGY REPORT PREPARED FOR BERRY PETROLEUM 1999 Broadway DENVER, COLORADO 80202 PREPARED BY OLSSON ASSOCIATES, INC. 4690 Table Mountain Drive #200 GOLDEN, COLORADO 80403 James W. Hix Senior Geologist MARCH 4, 2014 OA PROJECT NO. 013-2977 Geohydrology Report Page 1 Form 28 - Centralized E&P Waste Management Facility Permit Application Berry Petroleum House Log Gulch Tank Farm Facility SE SE Section 32, T5S, R96W, 6th P.M., Garfield County, Colorado Rule 908.b (4) Topography The Berry Petroleum (Berry) House Log Gulch Tank Farm Facility (facility) is located in the highlands of the Roan Plateau region in central Garfield County, Colorado. The general terrain surrounding the facility undulates between numerous northeast trending drainages that have incised into the underlying bedrock, creating hummocky uplands that parallel the drainages. Local relief between these valleys and surrounding ridges typically range from 200-400 feet. At the proposed site location, the elevation is approximately 8,340 feet above sea level with the elevation in the adjacent drainage to the north (Little Creek) at 8,070 feet above sea level. Soils (Rule 908.b (7).A.i) The proposed facility is underlain primarily by soil of the Parachute-Irigul complex, 5 to 30 percent slopes. This complex is characterized as a loam to extremely channery loam that ranges in depth between 20 and 40 inches. The soil is well drained with low available water capacity. Water transmitting capacity ranges from moderately low to moderately high (0.06-0.2 in/hr). The parent material of the soil is residuum from weathered bedrock, which typically is composed of siltstone, sandstone, or shale in the vicinity of the proposed facility. Also present on the western extent the proposed facility area is the Parachute-Irigul-Rhone association, 25-50 percent slopes. This association has similar physical and textural characteristics to the Parachute-Irigul complex, although the Rhone member has a greater potential depth (up to 55 inches in thickness) that is derived from colluvium. Bedrock Geology (Rule 908.b (7).A.ii) The bedrock underlying the proposed facility is composed of interlayered, early Tertiary-age sedimentary units of varying grain-size and composition. The uppermost bedrock unit immediately below the unconsolidated soil in the project area is the late Eocene-age Uinta Formation. In western Colorado, the Uinta Formation is composed of silty sandstone, siltstone and marlstone. The Uinta Formation that can approach 1,000 feet in thickness (Self and others, 2010). Underlying the Uinta Formation is the Parachute Creek member of Eocene-age Green River Formation. The Parachute Creek member, with thicknesses upwards of 1,000 feet, is composed primarily of dolomitic marlstone. Kerogen, a waxy hydrocarbon, also called "oil shale," is present in great abundance within intervals of the Parachute Creek member. Below the Parachute Creek member are the Garden Gulch, Douglas Creek, and Anvil Points member of the Green River Formation. These units are composed of limestone and carbonate-rich Geohydrology Report Page 2 mudstones with intervals of oil shale with varying percentages of kerogen present (Self and others, 2010). Underlying the Green River Formation are the early Eocene- and Paleocene Wasatch and Fort Union Formations as well as the Cretaceous Mesaverde Group (Robson and Banta, 1995). A bore log of wells near the project site indicates that the top of the Wasatch Formation was encountered at a depth of 4,720 feet below ground level (bgl), indicating that the combined thickness of the Uinta and Green River Formations exceeds 4,700 feet in the project area (Colorado Oil and Gas Conservation Commission website, accessed October 3rd, 2012). Local and Regional Geologic Structures (Rule 908.b (7).A.iii) The proposed storage facility is located near the southwestern rim of the Roan Plateau, an upland area demarcated regionally by cliffs over 3,000 feet in height north of the Colorado River valley in Garfield County. The Roan Plateau is situated in the east-central part of the Piceance Basin, a northwest-southeast trending structural depression covering over 7,000 square miles in west-central Colorado. The Piceance Basin lies within the Colorado Plateau physiographic province, a structurally stable, uplifted region of Precambrian- to Holocene-age geologic formations noted for high plateaus, thick sequences of Mesozoic stratigraphy, and deeply incised canyons in the Colorado River watershed (USGS, 2004). The project site is situated on the northeastern limb of the Crystal Creek Anticline (upwarp of strata). The axis of the anticline trends northwest-southeast and the structure plunges into the subsurface about 4 miles northwest of the project area. The anticline is slightly asymmetrical, with steeper dipping strata on the southwest flank (200 feet/mile) as compared to the northeast flank (65 feet/mile) that the project site is situated on. The Douglas Creek Anticline continues northwestward for approximately 19 miles from the northwest terminus of the Crystal Creek Anticline towards the western edge of the Piceance Basin in the Douglas Creek Arch area (Hail, 1992). No major faults are present in the project area. Two small groups of normal faults are present in the southern extent of the Roan Plateau with one set approximately 15 miles northeast and a second smaller group about 20 miles northwest of the project site (Hail, 1992). Geologic Hazards (Rule 908.b (7).A.i) Minimal seismic activity near the proposed disposal facility has occurred in recent geologic time. One earthquake of magnitude greater than 5.0 occurred in Garfield County since the early 1960s when proper instrumentation was implemented in the state of Colorado. The epicenter of this earthquake was approximately 17 miles southeast of the project site. A second recorded earthquake greater than 5.0 occurred in Rio Blanco County with an epicenter about 20 miles northwest of the project site. According to the Colorado Geological Survey, no Quaternary-age faults are present in the Roan Plateau area (Widmann and others, 1998). However, the Geologic Map of Colorado (Tweto, 1979) reveals that a large swath of northeast-southwest trending normal faults exists in the Cretaceous bedrock near the Douglas Creek Arch and the Geohydrology Report Page 3 western fringe of the Piceance Basin. In addition, a series of normal faults trace along the eastern Piceance Basin boundary near the Grand Hogback. Although these faults are not always visible at the surface, this does not preclude the chance of an earthquake happening in the area at some point in the future. According to the Colorado Earthquake Hazard Mitigation Council (2008), "Earthquakes can also occur on faults that do not rupture the ground surface or on faults that are not yet recognized as being hazardous. These so called “random” earthquakes are considered in most hazard analyses to help account for faults that are not apparent at the earth’s surface." No surficial geologic hazards (landslide, mudflow, fan) or soils hazards have been mapped in the immediate vicinity of the proposed disposal facility. The location is not located in an area mapped as a floodplain hazard by the Federal Emergency Management Agency (FEMA). However, because of the natural slope across the property within the northwest-to-southeast oriented drainage, overland flow is possible in the event of an extreme precipitation event. Although records of extreme rainfall events are unavailable for locations on top of the Roan Plateau, climate records since the mid-20th century indicate that the record 24-hour rainfall amounts at Grand Junction, Palisade, and Parachute have not exceeded 2 inches (Western Regional Climate Center, 2011). The duration of these events within a 24 hour period is not known, and it is possible that a short burst of intense rainfall event could cause local overland flow in the watershed that encompasses the project site if a precipitation rate exceeds the infiltration rate of the watershed soils. The primary limitations for shallow excavations are based on the slopes, the shallow depth to bedrock, and the potential for caving of cut banks. Consideration will be given to the design and construction of this facility to ensure that slopes are graded appropriately to minimize the potential for cutback caving. The suitability of the soils in the project area is identified as being somewhat to very limited in regard to the construction of ponds and embankments. The limitations identified are primarily applicable to unlined water impoundments. Consideration will be given to design and construction characteristics related to the area soil thickness and depth to bedrock to mitigate these limitations. Consideration will also be given to the design and operation of the liner system for the impoundments, which will mitigate potential seepage and leaks. Surface Water Features (Rule 908.b (7).B.i) Surface water features within two miles of the project site include the northeast-sloping Little Creek to the north and House Log Gulch to the south. The proposed storage facility is located about 3,036 feet south of Little Creek and 100 feet north of House Log Gulch and sits approximately 112 feet and 30 feet in elevation above the two creeks, respectively. Both streams are shown on the USGS 1:24,000 topographic map (Circle Dot Gulch Quadrangle) to have perennial flow, although no flow records are available to determine the flow conditions in these drainages. Evaluation of aerial imagery in Google Earth taken in August 2011 shows very little to no flow in the two streams near the proposed storage facility. Willow Creek flows roughly parallel to Little Creek and is about 1.75 miles north of the proposed facility and joins with Bear Run (1.8 miles north) just before draining off the rim of the Roan Plateau towards Geohydrology Report Page 4 West Parachute Creek. Also within 2 miles of the proposed facility, Circle Dot Gulch and Sheep Kill Gulch are south of and roughly parallel to House Log Gulch and drain northeastward towards West Parachute Creek. Fourteen springs have been mapped within 2 miles of the proposed storage facility on the Circle Dot Gulch Quadrangle topographic map. One mapped spring is located within the House Log Gulch Drainage about 0.50 miles southwest of the proposed storage facility. A second spring is mapped in the source area of Circle Dot Gulch, and two other springs are identified within the Willow Creek drainage northwest of the proposed facility. Most of the identified springs within 2 miles of the project site are located near the upper headwall areas of the drainages previously described. Flow rates and duration of the springs are not presently known. Shallow Groundwater and Major Aquifers (Rule 908.b (7).B.ii) According to the Colorado Department of Water Resources CDSS Map Viewer, no alluvial aquifers are mapped in the vicinity of the proposed storage facility location. However, as noted in the previous section, springs indicate the presence of shallow groundwater in the area. Over half of the precipitation at higher elevations in the Piceance Basin falls as winter precipitation, which serves as a groundwater recharge source in the form of snowpack (Taylor, 1987). The residuum material on the Roan Plateau acts as an absorptive veneer that transmits snowmelt as recharge to the underlying bedrock during the spring runoff period (Topper and others, 2003). The shallow groundwater enters the groundwater flow system via the surficial residuum and through downward movement, eventually entering into fractures, joints and other cavities considered secondary porosity in the underlying bedrock aquifer. Based on the surface topography, shallow groundwater movement in materials above the Tertiary bedrock most likely follows the surface gradient towards the east/northeast where the surface drainages empty off the Roan Plateau and into the West Parachute Creek valley. Depth to shallow groundwater can range from less than 20 feet in the narrow drainages and near the identified springs to beyond 100 feet on the divides that separate the drainages. Site specific data for the presence and depth of groundwater at the specific project area should be gathered prior to construction activities. Since the project location is approximately 30 vertical feet above the nearest drainage and is situated on a local flow divide, it is possible that groundwater is less than 100 feet in depth below the project site area. The bedrock aquifer underlying the site is composed of the Uinta Formation and the Parachute Creek Member of the Green River Formation. This aquifer has been named the Uinta-Animas Aquifer by the U.S. Geological Survey (Robson and Banta, 1995) and the Piceance Basin Aquifer by the Colorado Geological Survey (Topper and others, 2003). The Colorado Geological Survey subdivides the aquifer into Upper and Lower Piceance Basin aquifers, with the upper zone composed of the siltstones and sandstones in the Uinta Formation and the upper portion of the Parachute Creek Member. Immediately below this portion of the aquifer is the Mahogany confining unit, a 100 feet to 150 feet thick unit of kerogen-rich shale and marlstone. Beneath this confining unit is the lower portion of the Parachute Creek Member that is considered the Lower Piceance Basin aquifer. The thickness of the Upper and Lower Piceance Basin aquifers are approximately 500 feet and 600 feet, respectively, in the project Geohydrology Report Page 5 area. Robson and Banta (1995) show a potentiometric surface elevation contour of 8,000 feet in the project area, indicating that the saturated zone of the Upper Piceance Basin aquifer is greater than 300 feet below the site but is closer to the land surface in the valley bottoms of Little Creek and House Log Gulch. Underlying the Upper and Lower Piceance Basin aquifers is a confining unit upwards of 4,000 feet in thickness that includes the lower members of the Green River Formation, the Wasatch Formation and the Fort Union Formation. Beneath this major confining unit is the Cretaceous Mesa Verde Group, which approaches 7,000 feet in thickness near the center of the basin. The Mesa Verde is comprised of inter-layered sandstone, shale, siltstone and coal. The aquifer portions of the group create composite saturated thicknesses of less than 500 to 2,000 feet. Water Wells within the Site Boundary (Rule 908.b (7).B.iii) No water wells are present within one mile of the proposed storage facility. The nearest wells, designated for monitoring, are approximately 0.5 miles northwest of the project site in the SE 1/4 SW 1/4 of Section 32, T5S, R96W. The wells, with permit numbers 51594-MH and 51599-MH, have been/will be installed in the Uintah Formation to a depth of 300 feet below ground level (bgl). No static water level data from these wells are available. Hydrologic Properties of Shallow Groundwater and Major Aquifers (Rule 908.b (7).B.iv) The permeability of the major formations in the Piceance Basin aquifers is relatively low. Hydraulic conductivity of the Uinta Formation and upper Parachute Creek Member ranges from less than 0.2 feet per day to 1.6 feet per day and a transmissivity of 4,563 to 5,760 gallons per day per foot (gpd/ft). In the lower Piceance Basin aquifer, hydraulic conductivity ranges from less than 0.1 to over 1 foot per day and a transmissivity of 1,945 to 2,842 gpd/ft. Yields in both aquifer units can range from about 1 gallon per minute (gpm) to over 900 gpm. The aquifer units of the Mesa Verde are typically not developed on the Roan Plateau due to economic factors of deep well installation and the availability of water in the overlying Tertiary units (Glover and others, 1998). Permeability of aquifers within the Mesa Verde Group is typically quite low, as hydraulic conductivity values range from 0.0001 to 0.001 ft/d in the project area (Topper and others, 2003). As described in section (7).B.ii, shallow groundwater movement likely follows the surface topography towards the east/northeast where the surface drainages empty off the Roan Plateau and into the valley of West Parachute Creek. Local groundwater movement near the proposed facility is likely to the north and south towards Little Creek and House Log Gulch, respectively. From these points, groundwater movement shifts northeastward towards the rim of the plateau. Groundwater movement in the Piceance Basin aquifers (upper and lower) is generally from south to north across the northern province of the Piceance Basin towards the White River drainage. As previously mentioned, the southern rim of the Roan Plateau has been defined as an area of natural recharge. Groundwater levels (potentiometric surface) in the recharge areas of the Piceance Basin aquifers range from 8,000-8,400 feet and drop to around 6,000 feet on Geohydrology Report Page 6 the northern end of the basin in the discharge area of the White River. Across the basin, the flow gradient varies significantly. In the recharge area, the gradient in both the upper and lower aquifer units is generally flat. The gradient steepens north of the project site in southern Rio Blanco County, and it is evident that the Piceance Creek drainage exerts influence on the flow regime as an area of discharge, particularly in the upper aquifer. This gradient pattern indicates upward movement of flow from the lower aquifer upward through the Mahogany zone and the upper aquifer in the drainage area of the Piceance Creek. In other areas where both aquifer units sit above area drainages in elevation, the units emit water via springs that feed tributary streams to the main-stem drainages, such as in the Roan and Parachute Creek valleys (Glover and others, 1998). The project site is included in an area defined by Glover and others (1998) as having "substantial natural recharge" in the northern province of the Piceance Basin. According to the Robson and Banta (1995), the Uinta-Animas aquifer, which contains the geologic units described in the previous section, receives approximately 24,000 acre-feet of recharge annually, and that discharge to surface water features down-gradient in the Piceance Basin approximately equals the annual aquifer recharge rate (Robson and Banta, 1995). Site Location in Relation to Nearby Floodplains (Rule 908.b (7).B.v) The facility is not within a FEMA flood hazard zone, and there are no surface waters subject to COGCC Rule 317B located in the vicinity of the project. Existing Shallow Groundwater Quality (Rule 908.b (7).B.vi) Baseline groundwater quality sampling should occur prior to facility construction or modification to document pre-development conditions at the project site, as data in the area is currently not available. Regionally, water quality is variable in the Piceance aquifers across the northern province of the basin. The primary water quality concern is dissolved solids, which can exceed 10,000 milligrams (mg/l) per liter in some areas. In the upper aquifer, total dissolved solids (TDS) ranges from less than 500 mg/l in the south (including the proposed disposal site) to over 1,000 mg/l in the northern extent of the basin. In the lower aquifer, TDS values range from less than 1,000 mg/l in the south to over 10,000 mg/l near the White River Basin. Geochemical conditions in the recharge areas of the Tertiary aquifers typically enhance dissolution of calcite and dolomite, a process that enhances loading of TDS as groundwater moves down-gradient towards areas of discharge. TDS values in both aquifers at the project site are typically 1,000 mg/l or less, which are levels still suitable for potable use (Glover and others, 1998). Potential for Impacts to Nearby Surface Water and Groundwater (Rule 908.b (7).B.vii) As previously described, the proposed storage facility is not located in an area identified as a floodplain and as mentioned in the Geologic Hazards section, is not considered a flood hazard by FEMA. No surface waters subject to COGCC Rule 317B are located near the proposed disposal site. The flow status of two nearby drainages (Little Creek and House Log Gulch) are not known as information from USGS Topographic Maps conflicts with evidence from recent aerial imagery in the project area. However, as with most watersheds in the arid west with Geohydrology Report Page 7 moderate slopes, heavy runoff events can temporarily create surface flow conditions and an elevated shallow water table at and down-gradient of the proposed facility. Potential impacts to groundwater would likely involve shallow subsurface flow in the soil and colluvium above the competent underlying bedrock formations at the project site. This local flow would likely follow the pattern of surface topography drainages which orient towards the north and south before ultimately flowing northeast. In a regional sense, the proposed facility exists in a recharge area for the Piceance Basin aquifers that underlie the Roan Plateau. Based on the depth to the water table, the presence of restrictive confining units, the length of travel to regional discharge areas, and the limited domestic/public use of water from these aquifers on the Roan Plateau, very little risk potential exists to the bedrock aquifers from the proposed disposal facility. The Tank Farm facility has been designed with features that considerably reduce the potential for the facility to impact nearby surface and groundwater. Details specific to spill containment are contained in the supplemental narrative accompanying this submittal. Monitoring wells will also be installed to monitor for any releases from the facility. Geohydrology Report Page 8 References Colorado Earthquake Hazard Mitigation Council (CEHMC), 2008. Colorado Earthquake Hazards. Accessed on the World Wide Web on January 18, 2011 at http://geosurvey.state.co.us/Portals/0/Earthquake_Map_2008.pdf. Glover, K.C., Naftz, D.L., and Martin, L.J., 1998, Geohydrology of Tertiary rocks in the Upper Colorado River Basin in Colorado, Utah, and Wyoming, excluding the San Juan Basin, regional aquifer-system analysis: U.S. Geological Survey Water-Resources Investigations Report 96-4105, 103 p. Hail, W.J. 1992. Geology of the Central Roan Plateau Area, Northwest Colorado. U.S. Geological Survey Bulletin 1787. Robson, S.G., and E.R. Banta, 1995. Ground Water Atlas of the United States- Segment 2, Arizona, Colorado, New Mexico, Utah. USGS Hydrological Investigations Atlas 730-C. Self, J.G., Johnson, R.C., Brownfield, M.E., and T.J. Mercier. 2010. Stratigraphic Cross Sections of the Eocene Green River Formation in the Piceance Basin, Northwestern Colorado. Chapter 5 of 7, Oil Shale and Hahcolite Resources of the Piceance Basin, Colorado. U.S. Geological Survey Digital Data Series DDS-69-Y. Taylor, O.J. 1987. Hydrologic system of Piceance Basin, in Taylor, O.J., compiler, Oil shale, water resources, and valuable minerals of the Piceance Basin, Colorado, the challenge and choices of development: U.S. Geological Survey Professional Paper, 1310, p. 63-76. Topper, R., Spray, K.L., Bellis, W.H., Hamilton, J.L., and P.E. Barkmann, 2003. Ground Water Atlas of Colorado. Colorado Geological Survey Special Publication 53. Tweto, Ogden 1979, Geologic Map of Colorado: U.S. Geological Survey Special Geologic Map, scale 1:500,000. U.S. Geological Survey, 2004. Geologic Provinces of the United States: Colorado Plateau Province. Accessed online at http://geomaps.wr.usgs.gov/parks/province/coloplat.html on January 12, 2011. Western Regional Climate Center, 2011. Accessed on the World Wide Web on January 19, 2011 at http://www.wrcc.dri.edu/summary/Climsmco.html. Article 4-203.G.6 Wildlife and Vegetation Impact Analysis Berry Petroleum Company, LLC House Log Gulch Tank Farm OA Project No. 013-2977 Berry Petroleum Company Water Storage Tank Facility Impact Analysis: Section 4-203-G (8) Environmental Impacts Garfield County Land Use and Development Code Cover Photo: Looking southeast at the Water Storage Tank Facility site. Prepared for: Berry Petroleum Company Prepared by: WestWater Engineering, Inc. 2516 Foresight Circle #1 Grand Junction, CO 81505 Leah Weckworth, Biologist/Environmental Scientist June 2013 Revised March 2014 WestWater Engineering Page 1 of 12 June 2013 INTRODUCTION At the request of Berry Petroleum Company (Berry), WestWater Engineering (WWE) biologists conducted assessments of wildlife, wildlife habitats, sensitive plant species, noxious weeds, and potential Waters of the U.S. jurisdictional areas for Berry’s Water Storage Tank Facility (Cover Photo; Figure 1). This document reports the results and analysis of the findings that are pertinent to Garfield County Land Use regulations (2008) that apply to this project. The project area is located on an already developed parcel on private lands approximately 11 miles northwest of Parachute, CO in Section 32, Township 5 South, Range 96 West, 6th Principal Meridian. The elevation is approximately 7,900 feet. The site is accessed via Garfield County Road 215 to Garden Gulch Road, and then a private road system. SURVEY METHODS A preliminary review of the project area using aerial photographs was conducted to familiarize biologists with the project area and as an aid to help determine the potential presence of wildlife and any threatened, endangered, or sensitive species, including plants. Field data collected during the survey were documented and/or recorded with the aid of a handheld global positioning system (GPS) receiver utilizing NAD83 map datum, with all coordinate locations based on the Universal Transverse Mercator (UTM) coordinate system in Zone 12. WWE biologists conducted pedestrian surveys of the area on June 6, 2013 to identify and locate wildlife species, wildlife sign, vegetative communities, and wildlife habitats. Raptor nest surveys were conducted on foot through suitable tree nesting habitat near the site. Vegetation types were determined through field identification of plants, aerial photography, and on-the-ground assessments of plant abundance. Visual searches for raptor and other bird species nests focused on tree nesting habitat within a 0.25 mile radius of the project site and cliff nesting raptor habitat within 0.5 mile. Nest searches and bird identification were aided with the use of binoculars. Biologists evaluated the habitat conditions for threatened, endangered, and sensitive plants within 100 meters of project features. Weed surveys were conducted within an approximate 100 foot radius of the project site. Photographs were taken of the general project area. SECTION 4-203-G (8) - ENVIRONMENTAL IMPACTS EXISTING ENVIRONMENTAL CONDITIONS WATERS OF THE U.S.--Army Corps of Engineers WWE biologists determined that no wetlands or drainages showing characteristics of Waters of the U.S. (WOUS) were located in the project area. VEGETATION The project area is located on a ridge-top in the upper elevations of the Roan Plateau. Native vegetation surrounding the site is consistent with aspen woodlands, mountain shrub, and sagebrush communities found throughout the region. Observed and expected native plants are presented in Table 1. WestWater Engineering Page 2 of 12 June 2013 Table 1. Common plant species observed in the project area. Plant Species Within 100 Feet of the Site Arrowleaf balsamroot Poa spp. Astragalus spp. Serviceberry Barberry, creeping Snowberry Bitterbrush Sulfur buckwheat Delphinium (larkspur) Sagebrush, mountain Gambel oak Yarrow Indian ricegrass Wheatgrass, intermediate Needlegrass spp. Wheatgrass, western Additional Common Plant Species Expected Within 0.25 Miles Aspen Mutton grass Brome, smooth Rabbitbrush, rubber Ceanothus Rabbitbrush, yellow Chokecherry Sagebrush, white Currant Wavyleaf thistle Douglas-fir Wild rose Penstemon spp. Threatened, Endangered, Sensitive Plant Species A review of the Colorado Natural Heritage Program (CNHP) database, soils and terrain at the project site, and previous WWE surveys indicate that there are no threatened, endangered, or sensitive plant species (TESS) or their associated suitable habitats known to occur within the project area (Spackman et al.1997) . Noxious Weeds Noxious weed surveys were conducted on June 6, 2012. Common mullein, plumeless thistle, houndstongue, and cheatgrass were the only State listed weeds found during the survey (Table 2 and Figure 1). Of these, plumeless thistle and houndstongue are the only species listed by Garfield County. Nuisance weeds that were observed within 100 feet of the site include Russian thistle and knotweed. Table 2. Locations of noxious weeds found near the Water Storage Tank Facility Common Name Scientific Name General Location and Comments Cheatgrass (Bromus tectorum) This species was observed in scattered patches throughout the project area but was not mapped due to impracticality of mapping large extent. Common mullein (Verbascum thapsus) This species was observed in scattered patches in the areas east and south of the project site. WestWater Engineering Page 3 of 12 June 2013 Table 2. Locations of noxious weeds found near the Water Storage Tank Facility Common Name Scientific Name General Location and Comments Houndstongue (Cynoglossum officinale) This species was observed in scattered infestations surrounding the entire project site. Plumeless thistle (Carduus acanthoides) This species was observed in dense infestations surrounding the entire project site. WILDLIFE Federally and State Listed Candidate, Threatened, Endangered, and Species of Concern Federally and state listed species with potential to occur within the project area vicinity are described in Table 3. Table 3. Federally and State Listed Candidate, Threatened, Endangered, and Species of Concern with potential to occur in the vicinity of the proposed Water Storage Tank Facility Common Name Scientific Name Status* Occurrence MAMMALS Townsend’s big-eared bat Corynorhinus townsendii pallescens SC Breeds in mine shafts, caves, rock outcrops, and cliffs. This species roosts and forages within pinyon/juniper woodlands and open montane forests. BIRDS Greater Sage- grouse Centrocerus urophasianus FC, SC Project area is within a sage-grouse production area FISH Bonytail Gila elegans FE, SE Occurs downstream in the Colorado River. Colorado pikeminnow Ptychocheilus Lucius FE, ST Occurs downstream in the Colorado River. Humpback chub Gila cypha FE, ST Occurs downstream in the Colorado River. Razorback sucker Xyrauchen texanus FE, SE Occurs downstream in the Colorado River. AMPHIBIANS Northern leopard frog Rana pipiens SC No temporary or permanent water sources present at the water storage facility location. May occur in wet areas and drainages near the project site. REPTILES Midget faded rattlesnake Crotalus viridis concolor SC Habitat varies from riparian to semi-desert shrublands and foothills. Known to occur in Garfield County. *= FE-Federally Endangered, FT-Federally Threatened, FC-Federal Candidate, SE-State Endangered, ST-State Threatened, SC-State Special Concern WestWater Engineering Page 4 of 12 June 2013 Greater Sage-grouse occurs in suitable habitat on the Roan Plateau and is a candidate for listing under the ESA. There is occupied sage-grouse habitat surrounding the project area. However, sage-grouse prefer vast, continuous sagebrush communities, and the Water Storage Tank Facility is located on a previously developed site in a drainage bottom where sagebrush is interspersed with mountain shrub communities. The project area is within a mapped sage-grouse production area by the Natural Diversity Information System (NDIS) maintained by Colorado Parks and Wildlife (CPW) (NDIS 2013) (Figure 2). Lek sites (breeding/strutting grounds) are important features in sage-grouse habitat. Research by CPW indicates that approximately 80 percent of sage-grouse nesting takes place in suitable habitats within 4 miles of the lek on which they were bred (Colorado Greater Sage-grouse Steering Committee 2008). There are 3 known leks within 4 miles of the project site, of which two are considered active. The active leks are the Garden Gulch and Bear Run Leks. No other federally or state listed species are known to occur at the project site. However, runoff from the project site would eventually drain into the Colorado River which is designated Critical Habitat by US Fish and Wildlife Service (USFWS) for 4 federally listed endangered species of fish (USFWS 1994). The Colorado pikeminnow and razorback sucker both occur in the Colorado River downstream of the project area. Critical habitat for these two species begins at the Colorado River Bridge in Rifle, CO and continues downstream to Lake Powell (USFWS 1994). Raptors A minimum of eleven raptor species would be expected to nest, reside, forage, or pass through the general project area and are listed in Table 4. The most common raptor species observed in the area include American Kestrel, Cooper’s Hawk, and Red-tailed Hawk. Table 4. Raptor species that may be present in the project area. Common Name Scientific Name BCC* American Kestrel Falco sparverius No Cooper’s Hawk Accipiter cooperii No Great Horned Owl Bubo virginianus No Flammulated Owl Otus flameolus Yes Long-eared Owl Asio otus No Northern Goshawk§ Accipiter gentilis No Northern Harrier Circus cyaneus No Northern Saw-whet Owl Aegolius acadicus No Red-tailed Hawk Buteo jamaicensis No Sharp-shinned Hawk Accipiter striatus No Swainson’s Hawk Buteo swainsoni No * BCC=U.S. Fish and Wildlife Service, Bird of Conservation Concern. § BLM Sensitive Species No raptor nests were observed during the surveys within a 0.25 mile radius of the project site. The vegetation is composed of sagebrush and mountain shrub communities interspersed with aspen woodlands. Raptor nesting habitat in the aspen stands nearby would be considered good to WestWater Engineering Page 5 of 12 June 2013 excellent. There is no cliff habitat within 0.5 miles of the project site that would be suitable for nesting raptors. Migratory, Non-migratory, and Birds of Conservation Concern (other than raptors) WWE biologists surveyed the project area for the presence of any bird species that could potentially be affected by the project based on literature review of species distribution and presence (Andrews and Righter 1992, Kingery 1998, Poole 2005, Righter et. al. 2004). Particular attention was given to searching for birds that are listed as sensitive by the USFWS and the CPW. Birds of Conservation Concern (BCC) are species listed by the USFWS that are priorities for conservation action (USFWS 2008). The goal is to prevent or remove the need for additional Endangered Species Act (ESA) bird listings by implementing proactive management and conservation actions. Species with potential to occur in the project area are listed in Table 5. Table 5. BCC that may occur within project area. Species Common Name Species Scientific Name Status Habitat Description Habitat and Species Observations Brewer’s Sparrow Spizella breweri BCC Inhabits sagebrush dominated shrublands and typically are found in habitat that supports sage sparrows. Habitat – Yes Species – No nesting observed, but nesting is likely nearby. Cassin’s Finch Carpodacus cassinii BCC Occasionally occurs in aspen woodlands. Habitat-Yes Species-Not observed. * BCC=Bird of Conservation Concern A 100-foot buffer is the typical distance stipulated by the USFWS for the protection of nesting migratory birds, excluding raptors. The aspen woodlands, sagebrush, and mountain shrublands in the area surrounding the project site provide nesting and foraging habitat for various migratory and non-migratory bird species, depending on the season of the year (Andrews & Righter 1992). American Elk and Mule Deer Elk and mule deer utilize the summer range extensively on the Roan Plateau, following the snow line up to higher elevations in the spring. Mule deer rely on forbs, sagebrush, and other shrubs to meet their nutritional requirements, while elk rely more on grasses for food. Adjacent areas of aspen and mountain shrub provide necessary forage and production areas as well as escape, thermal, and loafing cover for deer and elk during the summer. The site is located in CPW Game Management Unit (GMU) 22. The project area is within CPW- NDIS mapped mule deer and American elk overall range. The site is within a mapped elk production area (Figure 3) (NDIS 2013). The area provides valuable habitat for big game for much of the year. Black Bear and Mountain Lion CPW-NDIS mapping shows the project area to be within overall range for black bear and mountain lion (NDIS 2013). There is plentiful forage nearby and black bears frequent the area. Black bears are omnivorous and the diet depends largely on what kinds of food are seasonally available, although their mainstay is vegetation. In spring, emerging grasses and succulent forbs Dry Hollow Water Facility Facility WestWater Engineering Page 6 of 12 June 2013 are favored. In summer and early fall, bears take advantage of a variety of berries and other fruits. In late fall, preferences are for berries and mast (acorns), where available. Black bear are in hibernation from mid-November through May. Mountain lion typically follow migrating deer herds in search of deer as the primary food source. They tend to have large territories and are highly mobile as they search for food or new territories. Mountain lions likely inhabit the general project area during the summer months. The project area is not mapped by CPW as a potential mountain lion conflict area. Small Mammals Common small mammal species in the project area include black-tailed jackrabbit (Lepus californicus), coyote (Canis latrans), golden-mantled ground squirrel (Spermophilus lateralis), mountain cottontail (Sylvilagus nuttallii), least chipmunk (Tamias minimus), and a multitude of rodent species. Reptiles Western terrestrial garter snakes (Thamnophis elegans) have previously been observed in the vicinity of the project area. This species is common on the Roan Plateau and is typically observed around perennial creeks and ponds but can be found far from water. Smooth green snakes (Liochlorophis vernalis) were not observed during surveys, but are known to occur on the Roan Plateau (Hammerson 1999) and have been observed at similar elevations on Old Mountain by WWE biologists. Short-horned lizards (Phrynosoma hernandesi) are fairly abundant in sagebrush habitats. These species do not have any special protection by CPW or USFWS. Amphibians The project site is adjacent to House Log Gulch, which has sufficient hydrology to support amphibian species. Because the project site has been previously developed, no impacts to amphibians are expected. Additionally, storm water BMPs are already in place at the project site to prevent impacts to the stream from increased sedimentation, and the proper maintenance of these BMPs will further reduce the likelihood of impacts to amphibian species from this project. SECTION 4-203 G (8) (a) - DETERMINATION OF LONG AND SHORT-TERM EFFECTS ON FLORA AND FAUNA FAUNA Raptors No raptor nesting habitat will be directly affected by development of the project area to a water storage tank facility. Because no raptor nests occur within 0.25 miles of the project site, there is no potential for long or short-term effects related to the increased human presence and activity associated with operation and maintenance of a water storage tank facility. Greater Sage-grouse Approximately 5 acres of sagebrush and aspen habitat has been previously removed by the project. This vegetation removal has taken place within a mapped sage-grouse production area. An increase in edge habitat could result in additional predation on sage-grouse. An increase in vehicle traffic could result in mortality due to collisions (road-kill); however, the water storage WestWater Engineering Page 7 of 12 June 2013 tank facility is located in the bottom of a draw, and sage-grouse typically occupy sagebrush habitat on broad ridgetops. American Elk and Mule Deer The existence of the project site reduces available habitat for foraging, escape, and thermal cover by approximately 5 acres; no new vegetation disturbance will occur in the development of this site as water storage tank facility. Human presence and activity may affect animal distribution. Some chemicals on the site may be toxic to wildlife including big-game. Black Bear and Mountain Lion A small amount of serviceberry and Gambel oak has been affected by the previous development of the project site, minimally reducing the amount of available forage for black bears; no new vegetation disturbance will occur in the development of the site as water storage tank facility. Human presence and activity may affect animal distribution. Potential encounters of black bear with construction personnel could occur if garbage or food is available to resident bears and incidences of human-black bear interactions sometimes result in the euthanasia of offending bears by the CPW. Mountain lion would be minimally affected. Small Mammals, Birds (BCC), and Reptiles No additional habitat loss to these species will occur as a result of the development of this project. Human presence and activity may affect animal distribution. Some chemicals on the site may be toxic to wildlife, and open pits containing fluids could pose a drowning risk if not properly enclosed and other deterrents put in place. FLORA Approximately 5 acres of native vegetation has been previously removed for construction of the project site. No TESS plants have been affected. Implementation of an integrated vegetation and noxious weed management plan would reduce the effects of disturbance to the project site. SECTION 4-203 G (8) (b) – DETERMINATION OF THE EFFECT ON SIGNIFICANT ENVIRONMENTAL RESOURCES The development of the project is not expected to significantly affect any critical wildlife habitat for any wildlife species. Potential issues are outlined below.  Creation of hazardous attractions: If tanks are used to store produced water, no project feature will introduce components that would inherently entrap or harm wildlife that occur in the area. Some passerine bird species may choose to nest in or on equipment or objects stored in the facility area. By closing or covering all ports, hatches, cavities, and openings (such as the ends of pipes) this potential is decreased. Most non- game bird species are protected under the Migratory Bird Treaty Act (16 U.S.C. 703-712; Ch. 128; July 13, 1918; 40 Stat. 755) and tampering with occupied nests could be considered a “take” resulting in a violation. If any produced water is stored in a pit, that body of water will attract all types of wildlife, including small and large mammals, songbirds, waterfowl and shorebirds during fall migration, and other species. The pit will WestWater Engineering Page 8 of 12 June 2013 require fencing and a cover to prevent wildlife species from becoming trapped in the pool or drinking the water.  Indirect Construction Effects: Operation of the site introduces factors such as the presence of construction personnel and noise, which have a potential to affect wildlife distribution and habitat use in a negative manner. Since the site exists amid significant human presence related to other activities in the area, the additional disturbance from this project is low but contributes to the cumulative effect.  Alteration of Existing Vegetation: There has been approximately 5 acres of native vegetation removal related to previous development of the project site; no new vegetation disturbance will occur in the development of this site as water storage tank facility.  Big Game Production Areas and Migration Corridors: The water storage tank facility site is situated within an elk production area. No specific deer or elk migration corridors are affected, though migration occurs in and around the site.  Road-kill: Speed limits are 25 miles-per-hour or less on the roads within the project area and most wildlife in the area have become habituated to vehicle traffic. The potential for road-kill for most species should be low, with the exception of small mammals, birds (including sage-grouse), and reptiles.  Bird Nesting Habitat: If the existing project site is not expanded, no natural bird nesting habitat would be lost due to project development. REFERENCES Andrews, R., and R. Righter. 1992. Colorado Birds: A Reference to Their Distribution and Habitat. Denver Museum of Natural History, Colorado. Colorado Greater Sage-grouse Steering Committee. 2008. Colorado greater sage-grouse conservation plan. Colorado Division of Wildlife, Denver, Colorado, USA.Hammerson, G. A. 1999. Amphibians and Reptiles in Colorado, Second Edition. Colorado Division of Wildlife, Denver. Hammerson, G. A. 1999. Amphibians and Reptiles in Colorado, Second Edition. Colorado Division of Wildlife, Denver. Kingery, H. E. 1998. Colorado Breeding Bird Atlas. Colorado Bird Atlas Partnership, Colorado Division of Wildlife, Denver. NDIS. 2013. Natural Diversity Information Source—Colorado Parks and Wildlife. http://ndis.nrel.colostate.edu/wildlife.asp. Accessed June 2013. Poole, A. (Editor). 2005. The Birds of North America Online: http://bna.birds.cornell.edu/BNA/. Cornell Laboratory of Ornithology, Ithaca, New York. Righter, R., R. Levad, C. Dexter, and K. Potter. 2004. Birds of Western Colorado Plateau and Mesa Country. Grand Valley Audubon Society, Grand Junction, Colorado. Spackman, S., B. Jennings, J. Coles, C. Dawson, M. Minton, A. Kratz, and C. Spurrier. 1997. Colorado Rare Plant Field Guide, Prepared for the U.S. Bureau of Land Management, the U.S. Forest Service and the U.S. Fish and Wildlife Service by the Colorado Natural Heritage Program. WestWater Engineering Page 9 of 12 June 2013 USFWS. 1994. Endangered and Threatened Wildlife and Plants; Determination of Critical Habitat for the Colorado River Endangered Fishes; Razorback Sucker, Colorado Squawfish, Humpback Chub, and Bonytail Chub. Federal Register Rules and Regulations, Vol. 59, No. 54, March 21, 1994. USFWS. 2008. Birds of Conservation Concern 2008. U.S. Fish and Wildlife Service, Division of Migratory Bird Management, Arlington, Virginia. WestWater Engineering Page 10 of 12 July 2012 WestWater Engineering Page 11 of 12 July 2012 WestWater Engineering Page 12 of 12 July 2012 D Disturbance Area 1:::::1 El k Production Area --County Road i["""J]BLM 0 Figure 3 Berry Petroleum Company Water Storage Tank Facility Biological Survey Elk Activities ~\NestWater Engineering -::;;JJ1 Consulting Engineers & Scientists 0.4 0.8 Mi les June 2013 WestWater Engineering Page 1 of 2 June 2013 Berry Petroleum Company Water Storage Tank Facility Section 7-202 Protection of Wildlife Habitat Areas Garfield County Land Use and Development Code WILDLIFE Raptors Activities associated with the water storage tank facility have minimal potential to impact raptor populations as no nest trees will be directly affected and no raptor nests were documented near the project area during the 2013 survyes. Greater Sage-grouse Sage-grouse occupy and probably nest in the sagebrush habitat on the open ridge tops upslope from the site. Deterrent devices should be used to prevent sage-grouse predators such as raptors from utilizing structures on the site as hunting perches. The potential for road-kill exists, although speed limits are low. If not already in place, signage warning drivers of the presence of sage-grouse would further reduce the likelihood of mortality to sage-grouse by increased human presence in the area. American Elk and Mule Deer Implementation of an integrated vegetation and noxious weed management plan would improve the existing condition of the area surrounding the water storage tank facility. A reclamation plan should be implemented to reduce the establishment of noxious weeds in disturbed areas. Reclamation of disturbed areas not utilized as part of the facilities would decrease the presence of noxious weeds and provide forage for mule deer and elk. Any livestock fencing (barbed wire) should be constructed to minimally affect elk and mule deer movements. The top stand should be smooth wire. Colorado Parks and Wildlife (CPW) has published guidelines for construction of fencing that reduces impacts to mule deer and elk (CPW http: wildlife.state.co.us). Following “wildlife friendly” fencing standards reduces the chance of mortality from animals becoming tangled in fencing and improves the opportunity for less restrictive movements throughout the area. Black Bear Black bear will likely be foraging in the habitat surrounding the project site, particularly when berries and acorns ripen. Personnel may be unfamiliar with wildlife in the area and should be informed of the potential for bear interactions. Personnel should not feed bears at any time. Bears should not be approached if encountered in the project area. All garbage and any food items should be removed from the site on a daily basis. Mitigation of Habitat Loss to Birds Approximately 5 acres of vegetation removal has previously occurred in the development of the project site. Implementation of an integrated vegetation and noxious weed management plan would improve the existing condition of the area surrounding the development. A reclamation plan should be implemented to reduce the continued establishment and/or spread of noxious WestWater Engineering Page 2 of 2 June 2013 weeds in disturbed areas. Reclamation of disturbed areas not utilized as part of the facilities would decrease the presence of noxious weeds and replace foraging habitat for birds. Small Mammals and Reptiles There are no seasonal restrictions or special requirements for development related to these species. PRESERVATION OF NATIVE VEGETATION The best method to mitigate loss of wildlife habitat is to increase the availability of native forage in the form of grasses and shrubs. Native grasses would provide the greatest benefit for wildlife. Application of an integrated vegetation and noxious weed management plan would provide a basis for appropriate mitigation. Treatment and Control of Noxious Weed Infestations The highest priority for noxious weed management is to prevent the establishment of any noxious weed infestation of the project site. Noxious weeds aggressively compete with native vegetation. Most have come from Europe or Asia, either accidentally or as ornamentals that have escaped. Once established they tend to spread quickly because the insects, diseases, and animals that normally control them are absent. Prevention is especially valuable in the case of noxious weed management. Noxious weeds are spread by man, animals, water, and wind. Prime locations for the establishment of noxious weeds include roadsides, construction sites, wetlands, riparian corridors, and areas that are overused by animals or humans. Subsequent to soil disturbances, vegetation communities can be susceptible to infestations of invasive or exotic weed species. Vegetation removal and soil disturbance during construction can create optimal conditions for the establishment of invasive, non-native species. Construction equipment traveling from weed- infested areas into weed-free areas could disperse noxious or invasive weed seeds and propagates, resulting in the establishment of these weeds in previously weed-free areas. Several simple practices should be employed to prevent most weed infestations. The following practices should be adopted for any activity to reduce the costs of noxious weed control through prevention. The practices include:  Prior to delivery to the site, equipment should be thoroughly cleaned of soils remaining from previous construction sites which may be contaminated with noxious weeds.  If working in sites with weed-seed contaminated soil, equipment should be cleaned of potentially seed-bearing soils and vegetative debris at the infested area prior to moving to uncontaminated terrain.  All maintenance vehicles should be regularly cleaned of soil.  Avoid driving vehicles through areas where weed infestations exist. The highest priority for noxious weed management is for the plumeless thistle and houndstongue that is prevalent on the project site. Reclamation and revegetation with native desirable plants should be implemented within the disturbed area of the project site once it is no longer needed. Article 4-203.G.6 Radiation Study Berry Petroleum Company, LLC House Log Gulch Tank Farm OA Project No. 013-2977 Nicholson GeoSolutions, LLC 3433 East Lake Drive Centennial, CO 80121 Background Radiation Survey of the Proposed House Log Gulch Produced Water Management Facility Introduction Background radiation is the natural radioactivity of an area. Background radiation varies due to the influence of natural mineral deposits, building materials, elevation, and topography. In Western Colorado, the typical background levels range from 8 to 30 microroentgens per hour ( R/h). The most common outside background levels in Mesa County are 10 to 15 R/h (CDPHE 2012). A meter reading 30 percent higher than the local background level could be considered significant and require investigation. The proposed location of the House Log Gulch produced water management facility is an existing laydown yard that is underlain by the Uinta Formation and the Parachute Creek member of the Green River Formation. The site has previously been cleared and leveled. Survey Objectives and Design The objective of a gamma survey is to evaluate natural radiation levels, to determine if radioactive materials including uranium mill tailings are present on individual properties, to acquire sufficient data to evaluate the gamma levels and health risks, and to document the location and conditions of radioactive materials, if present. The gamma surveys may also locate natural soils, rocks, or ores that have elevated gamma radiation and have the potential to increase indoor radon levels. The survey was conducted on June 5th, 2013 using a Ludlum Model 3 radiation meter. Transects were walked on the surface of the existing laydown yard. The meter probe was kept about 4 inches above the ground while slowly walking along the transects to detect any large changes in radiation. At approximately 75-foot intervals, the meter probe was placed on the ground surface and the maximum meter reading recorded after about 10 seconds. A second reading was also recorded at one meter above the ground surface. Each location was recorded using a hand-held GPS receiver. Background readings collected from two nearby locations were 20 µR/h at both measurement heights. At three survey locations, a sample of soil and rock was collected from a depth of 0-4 inches and sent to Pace Analytical Services, Inc. of Greensburg, PA for analysis of gamma-emitting radionuclides, including forms of uranium and thorium, Ra228, Ra226, and Pb210. The soil sample locations were chosen to be representative of a range of meter results at the site based on the ground level readings. The results of the soil analyses can be used to establish a relationship between the meter readings and the activities of the gamma-emitting radionuclides in the soil and rock of the area. Results Figure 1 provides the meter readings at ground level across the site. The background radiation at ground level ranges from 16 to 21 µR/h. Figure 2 provides the meter readings at one meter height. The readings taken at one meter height ranged from 15 to 21 µR/h, but were not significantly different from those collected at ground level and showed no direct correlation to those readings. No readings were more than 30% of the maximum background radiation measured nearby. The attached lab report contains the results for the three soil samples collected at the site. Conclusions The survey shows that natural background radiation at the proposed House Log Gulch produced water management facility site is typical for Western Colorado. The radiation levels range from 15 to 21 µR/h, with no areas of greater radiation detected. The readings taken at one meter height were not significantly different from those at ground level. David K Nicholson, P.G. Nicholson GeoSolutions LLC REFERENCES Hail, W.J., O'Sullivan, R.B., and Smith, M.C., 1989, Geologic map of the Roan Plateau area, northwestern Colorado: U.S. Geological Survey, Miscellaneous Investigations Series Map I- 1797-C, scale 1:50000. Colorado Department of Health and Environment, Hazardous Materials and Waste Management Division’ UMTRA (Uranium Mill Tailings Remedial Action) Program Issues Gamma Radiation Survey Procedures, accessed at http://www.cdphe.state.co.us/hm/umtra/gammaradiation 20 20 19 17 20 1919 191819 21 20 18 20 20 19 1619 1820 17191918 20 18 18 18 18 18 18 18 17 17 18 181818211720211917 Berry Petroleum Company Radiological SurveyHouse Log GulchLaydown YardGarfield Co., Colorado 1 118900 6/18/13 L.Hockert D.Nicholson HouseLogGulch.mxd FIGURE PROJECT NO. DRAWN: DRAWN BY: CHECKED BY: FILE NAME: Legend Background radiation at ground level (microroentgens per hour) 0 200 400100Feet 19 20 20 20 18 20 1716 191819 20 21 17 20 19 19 1521 1619 17201818 18 20 17 18 17 16 19 17 17 16 18 171718191818211817 Berry Petroleum Company Radiological SurveyHouse Log GulchLaydown YardGarfield Co., Colorado 2 118900 6/18/13 L.Hockert D.Nicholson HouseLogGulch.mxd FIGURE PROJECT NO. DRAWN: DRAWN BY: CHECKED BY: FILE NAME: Legend Background radiation at one meter height (microroentgens per hour) 0 200 400100Feet 19 #=CL# July 10, 2013 LIMS USE: FR - DAVE NICHOLSON LIMS OBJECT ID: 3096573 3096573 Project: Pace Project No.: RE: Mr. Dave Nicholson Nicholson GeoSolutions 3433 E. Lake Drive Centennial, CO 80121 HLG Dear Mr. Nicholson: Enclosed are the analytical results for sample(s) received by the laboratory on June 13, 2013. The results relate only to the samples included in this report. Results reported herein conform to the most current TNI standards and the laboratory's Quality Assurance Manual, where applicable, unless otherwise noted in the body of the report. If you have any questions concerning this report, please feel free to contact me. Sincerely, Carin Ferris carin.ferris@pacelabs.com Project Manager Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. Pace Analytical Services, Inc. 1638 Roseytown Road - Suites 2,3,4 Greensburg, PA 15601 (724)850-5600 Page 1 of 11 #=CP# CERTIFICATIONS Pace Project No.: Project: 3096573 HLG Pennsylvania Certification IDs 1638 Roseytown Rd Suites 2,3&4 Greensburg, PA 15601 ACLASS DOD-ELAP Accreditation #: ADE-1544 Alabama Certification #: 41590 Arizona Certification #: AZ0734 Arkansas Certification California/TNI Certification #: 04222CA Colorado Certification Connecticut Certification #: PH-0694 Delaware Certification Florida/TNI Certification #: E87683 Guam/PADEP Certification Hawaii/PADEP Certification Idaho Certification Illinois/PADEP Certification Indiana/PADEP Certification Iowa Certification #: 391 Kansas/TNI Certification #: E-10358 Kentucky Certification #: 90133 Louisiana/TNI Certification #: LA080002 Louisiana/TNI Certification #: 4086 Maine Certification #: PA0091 Maryland Certification #: 308 Massachusetts Certification #: M-PA1457 Michigan/PADEP Certification Missouri Certification #: 235 Montana Certification #: Cert 0082 Nevada Certification New Hampshire/TNI Certification #: 2976 New Jersey/TNI Certification #: PA 051 New Mexico Certification New York/TNI Certification #: 10888 North Carolina Certification #: 42706 North Dakota Certification #: R-190 Oregon/TNI Certification #: PA200002 Pennsylvania/TNI Certification #: 65-00282 Puerto Rico Certification #: PA01457 South Dakota Certification Tennessee Certification #: TN2867 Texas/TNI Certification #: T104704188 Utah/TNI Certification #: ANTE Vermont Dept. of Health: ID# VT-0282 Virgin Island/PADEP Certification Virginia/VELAP Certification #: 460198 Washington Certification #: C868 West Virginia Certification #: 143 Wisconsin/PADEP Certification Wyoming Certification #: 8TMS-Q REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. Pace Analytical Services, Inc. 1638 Roseytown Road - Suites 2,3,4 Greensburg, PA 15601 (724)850-5600 Page 2 of 11 #=SS# SAMPLE SUMMARY Pace Project No.: Project: 3096573 HLG Lab ID Sample ID Matrix Date Collected Date Received 3096573001 HLG-1 Solid 06/05/13 09:50 06/13/13 09:30 3096573002 HLG-2 Solid 06/05/13 10:00 06/13/13 09:30 3096573003 HLG-3 Solid 06/05/13 10:10 06/13/13 09:30 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. Pace Analytical Services, Inc. 1638 Roseytown Road - Suites 2,3,4 Greensburg, PA 15601 (724)850-5600 Page 3 of 11 #=SA# SAMPLE ANALYTE COUNT Pace Project No.: Project: 3096573 HLG Lab ID Sample ID Method Analytes ReportedAnalysts 3096573001 HLG-1 EPA 901.1m 9AEH 3096573002 HLG-2 EPA 901.1m 9AEH 3096573003 HLG-3 EPA 901.1m 9AEH REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. Pace Analytical Services, Inc. 1638 Roseytown Road - Suites 2,3,4 Greensburg, PA 15601 (724)850-5600 Page 4 of 11 #=NA# PROJECT NARRATIVE Pace Project No.: Project: 3096573 HLG Method: Client:Nicholson Geosolutions EPA 901.1m Date:July 10, 2013 Description:901.1 Gamma Spec INGROWTH General Information: 3 samples were analyzed for EPA 901.1m. All samples were received in acceptable condition with any exceptions noted below. Hold Time: The samples were analyzed within the method required hold times with any exceptions noted below. Sample Preparation: The samples were prepared in accordance with EPA 901.1m with any exceptions noted below. Method Blank: All analytes were below the report limit in the method blank with any exceptions noted below. Laboratory Control Spike: All laboratory control spike compounds were within QC limits with any exceptions noted below. Matrix Spikes: All percent recoveries and relative percent differences (RPDs) were within acceptance criteria with any exceptions noted below. Additional Comments: This data package has been reviewed for quality and completeness and is approved for release. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. Pace Analytical Services, Inc. 1638 Roseytown Road - Suites 2,3,4 Greensburg, PA 15601 (724)850-5600 Page 5 of 11 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 3096573 HLG Sample:HLG-1 Lab ID:3096573001 Collected:06/05/13 09:50 Received:06/13/13 09:30 Matrix:Solid Results reported on a "dry-weight" basis Parameters Act ± Unc (MDC)Units Analyzed CAS No.QualMethod PWS:Site ID:Sample Type: Lead-210 0.620 ± 7.080 (12.030)pCi/g 07/08/13 17:52 14255-04-0EPA 901.1m Radium-226 1.173 ± 0.190 (0.101)pCi/g 07/08/13 17:52 13982-63-3EPA 901.1m Radium-228 1.344 ± 0.262 (0.177)pCi/g 07/08/13 17:52 15262-20-1EPA 901.1m Thorium-228 4.700 ± 2.686 (4.158)pCi/g 07/08/13 17:52 14274-82-9EPA 901.1m Thorium-230 -4.580 ± 12.090 (20.170)pCi/g 07/08/13 17:52 14269-63-7EPA 901.1m Thorium-232 14.175 ± 18.661 (30.530)pCi/g 07/08/13 17:52 7440-29-1EPA 901.1m Uranium-234 0.902 ± 0.866 (1.760)pCi/g 07/08/13 17:52 13966-29-5EPA 901.1m Uranium-235 0.173 ± 0.067 (0.069)pCi/g 07/08/13 17:52 15117-96-1EPA 901.1m Uranium-238 -0.672 ± 26.892 (6.912)pCi/g 07/08/13 17:52EPA 901.1m Sample:HLG-2 Lab ID:3096573002 Collected:06/05/13 10:00 Received:06/13/13 09:30 Matrix:Solid Results reported on a "dry-weight" basis Parameters Act ± Unc (MDC)Units Analyzed CAS No.QualMethod PWS:Site ID:Sample Type: Lead-210 9.695 ± 16.470 (27.430)pCi/g 07/09/13 08:44 14255-04-0EPA 901.1m Radium-226 1.234 ± 0.176 (0.125)pCi/g 07/09/13 08:44 13982-63-3EPA 901.1m Radium-228 1.571 ± 0.250 (0.148)pCi/g 07/09/13 08:44 15262-20-1EPA 901.1m Thorium-228 -3.580 ± 4.551 (7.128)pCi/g 07/09/13 08:44 14274-82-9EPA 901.1m Thorium-230 5.775 ± 18.943 (31.760)pCi/g 07/09/13 08:44 14269-63-7EPA 901.1m Thorium-232 17.149 ± 31.153 (51.640)pCi/g 07/09/13 08:44 7440-29-1EPA 901.1m Uranium-234 1.411 ± 1.130 (3.101)pCi/g 07/09/13 08:44 13966-29-5EPA 901.1m Uranium-235 0.159 ± 0.063 (0.071)pCi/g 07/09/13 08:44 15117-96-1EPA 901.1m Uranium-238 1.810 ± 3.893 (6.619)pCi/g 07/09/13 08:44EPA 901.1m Sample:HLG-3 Lab ID:3096573003 Collected:06/05/13 10:10 Received:06/13/13 09:30 Matrix:Solid Results reported on a "dry-weight" basis Parameters Act ± Unc (MDC)Units Analyzed CAS No.QualMethod PWS:Site ID:Sample Type: Lead-210 3.025 ± 6.992 (11.740)pCi/g 07/09/13 09:46 14255-04-0EPA 901.1m Radium-226 1.125 ± 0.182 (0.106)pCi/g 07/09/13 09:46 13982-63-3EPA 901.1m Radium-228 1.627 ± 0.310 (0.171)pCi/g 07/09/13 09:46 15262-20-1EPA 901.1m Thorium-228 -0.340 ± 54.110 (6.037)pCi/g 07/09/13 09:46 14274-82-9EPA 901.1m Thorium-230 -0.313 ± 12.716 (21.510)pCi/g 07/09/13 09:46 14269-63-7EPA 901.1m Thorium-232 15.657 ± 20.099 (32.840)pCi/g 07/09/13 09:46 7440-29-1EPA 901.1m Uranium-234 1.612 ± 1.014 (1.859)pCi/g 07/09/13 09:46 13966-29-5EPA 901.1m Uranium-235 0.191 ± 0.078 (0.080)pCi/g 07/09/13 09:46 15117-96-1EPA 901.1m Uranium-238 1.503 ± 3.997 (6.895)pCi/g 07/09/13 09:46EPA 901.1m REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/10/2013 10:41 AM Pace Analytical Services, Inc. 1638 Roseytown Road - Suites 2,3,4 Greensburg, PA 15601 (724)850-5600 Page 6 of 11 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 3096573 HLG QC Batch: QC Batch Method: Analysis Method: Analysis Description: RADC/16200 EPA 901.1m EPA 901.1m 901.1 Gamma Spec Ingrowth Associated Lab Samples:3096573001, 3096573002, 3096573003 Parameter UnitsAct ± Unc (MDC)Qualifiers METHOD BLANK:597723 Associated Lab Samples:3096573001, 3096573002, 3096573003 Matrix:Solid Analyzed Lead-210 pCi/g2.649 ± 11.603 (20.200)07/09/13 09:47 Radium-226 pCi/g-0.021 ± 0.119 (0.130)07/09/13 09:47 Radium-228 pCi/g-0.017 ± 0.209 (0.202)07/09/13 09:47 Thorium-228 pCi/g-0.686 ± 2.569 (3.238)07/09/13 09:47 Thorium-230 pCi/g2.373 ± 11.111 (19.190)07/09/13 09:47 Thorium-232 pCi/g-2.306 ± 59.611 (35.630)07/09/13 09:47 Uranium-234 pCi/g0.092 ± 1.075 (1.879)07/09/13 09:47 Uranium-235 pCi/g0.009 ± 0.024 (0.043)07/09/13 09:47 Uranium-238 pCi/g-0.742 ± 8.156 (5.361)07/09/13 09:47 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/10/2013 10:41 AM Pace Analytical Services, Inc. 1638 Roseytown Road - Suites 2,3,4 Greensburg, PA 15601 (724)850-5600 Page 7 of 11 #=QL# QUALIFIERS Pace Project No.: Project: 3096573 HLG DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to changes in sample preparation, dilution of the sample aliquot, or moisture content. ND - Not Detected at or above adjusted reporting limit. J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit. MDL - Adjusted Method Detection Limit. PRL - Pace Reporting Limit. RL - Reporting Limit. S - Surrogate 1,2-Diphenylhydrazine (8270 listed analyte) decomposes to Azobenzene. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean-Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Act - Activity Unc - Uncertainty (MDC) - Minimum Detectable Concentration Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc..Date: 07/10/2013 10:41 AM Pace Analytical Services, Inc. 1638 Roseytown Road - Suites 2,3,4 Greensburg, PA 15601 (724)850-5600 Page 8 of 11 Page 9 of 11 Co m p a n y N2 m e ! A d d r e s s : Bi l l i n g In f o r m a t i o n : Ni c h o l s o n Ge o S o l u t i o n s , LL C ·-j . · Ac c o u n t s Pa y a b l e 34 3 3 E. La k e Dr . 34 3 3 E. La k e Dr i v e ·C e n t e n n i a l . C O 80 1 2 1 Ce n t e n n i a l , C O 80 1 2 1 -- Re p o r t to : 'lJ ~ v e _ Nu: . J i c l so~ Em a i l to : c{ J:_ ~ / ~1' _ (' ) I C :: . .S ; j ,1 , Pr o j e c t Ci t y / S a t e .. . . . - De s c r i p t i o n : Co l l e c t e d t? p t Y ) Ph o n e : (3 0 3 ) 60 1 - 2 0 2 3 Cl i e n t Pr o j e c t # : ES C Ke y : FA X : Co l l e c t e d by : (p r i n t ) Si t e ! F a c i l i t y ID # : P. O . # : Co l l e c t e d by (s i g n a t u r e ) : IR u s h ? I (L a b MU S T Be No t i f i e d ) Da t e Re s u l t s Ne e d e d : _ _ Sa m e Da y . . . . . . .2 0 0 % No , _ _ Ne x t Da y . . . . . . . . 10 0 % Em a i l ? - No _ Y e s Im m e d i a t e l y _ _ Tw o Da y . . . . . . . . 50 % of Pa c k e d on Ic e N - - y FA X ? _ N o _ Ye s Th r e e Da v . . . . . . . 25 % Cn t r s Sa m p l e ID Co m p ! G r a b Ma t r i x * De p t h Da t e Ti m e H L b - 1 tP ~ ~ ~> t/ ~ tJ 7 ' 5 o i 'J + L & - J . - J . o o o i J. + L & ·-. 3 I / q ; ' v ) o / o l , *M a t r i x : SS - So i l / S o l i d GW - Gr o u n d w a t e r WW - Wa s t e w a t e r DW - Dr i n k i n g Wa t e r OT - Ot h e r Re m a r k s : Da t e : Ti m e : s Re l i n q u i s h e d by : (Si Q n a t . U ~ Da t e : Ti m e : An : : i lv s i s / r . n n t : ,; , ,~, ~ -· = · - Chain of Custody ~ \f -~! .. ~ ~ -- . .. -. . . . ~ x x )< L } J '? o q ; o '1J Page_of_ 1 ~ /b3? ~"bc I -CoCode NICGEOCCC (lab use only) Template/Prelogin Shipped Via: Remarks/Contaminant Sample# (lab only) - ~c-iC\~7~ ~\ CIC'"'./ ..... ~ "l ....... pH _ _ _ _ _ _ Temp Fl o w -_ _ _ _ _ _ Other Sa m p l e s re t u r n e d vi a : o UP S D Fe d E x D Co u r i e r D Condition: (lab use only) - - - Te m p : Bo t t l e s Re c e i v e d : CoC Seals Intact y N NA - - Da t e : Ti m e : pH Checked: NCF: Page 10 of 11 Client Name: Geo 5olUhO(l5 Courier: Cd1=ed Ex 0 UPS 0 USPS D Client D Commercial D Pace Other Tracking#: 2025 /T1 1 61 b Z. l<-A L Project # _"79~;::;_.a.~¥:>'---1.$,__1_._3 ____ Custo~y Seal on Cooler/Box Present: Dyes ~o Seals intact: Dyes D no ~~bble Bags D None GYDther {I e 1111 V O. pe c .rC_~ I I Packing Material: O Bub_ble Wrap Thermometer Used 5 6 7 Type of Ice: Wet Blue ~ D Samples on ice, coo li ng process has begun Date and Initials of person eJ<amining Cooler Temperature NI !Ji Biological Tissue is Frozen: Yes No contents: RTL !.,_ 13 . 13 Temp should be above freezing to 6°C Comments: Chain of Cwstody Present: !;}~ ONo ONIA. 1. Chain of Custody Filled Out: ~s 0No ON/A 2. Chain of Custooy Relinquished: ~ ONo ONIA 3. Sampler Name & Signature on COC: c:;!Yes ONo ON/A 4. Samples Arrived within. Hold Time: ~ONo ON/A 5. Short Hold Time Analysis (<7_2hr): 0Yfi!S p<c( ON/A 6 . Rush Turn Around Time Requested: DYes .Pi'tO'. ON/A 7. Sufficient Volume: pre; ONo ONIA 8. - Correct Containers Used: pv(s ONo ON/A 9. -Pace Containers Used: DYes Qfi(ci ON/A Containers Intact c::i-v<s 0 No ON/A 10. Flltered volume r.ec.eived for Dissolv:ed tests 0Yes ONo ~-11. Sample Labels match COG: _p-'t1!s' 0 No ONIA 12. -Includes date/t1me/JD/AnafyliiS Matrix: SL All contalner5 needlnQ preservation have beeh checked. 0Yes ONo J:;JruA 13. All containers needing preservation are found to be in DYes 0No lA11iA compliance with EPA recommendation. DYes _gj\(o" Initial when RTL Lot # of added axcep l:ion s: VOA, collfQrm, TOC, O&G, WI-ORO ('M!ler) · completed preservative Sa_mples checked for dechlorination: OYes Ot-io gffiA 14. Heads pace 1n VOA Vials ( >6mn:i): Dves ONo g~ 1!;!. - Trip Blank Present: DYes ONo Qf4IA 16~ Trip Blank Custody Seals Present Oves ONo ~ Pace Trip Blank Lot# (if purchased): Client Notification/ Resolution: Field Data Required? Y I N Person Contacted: DatefTime: ~~~~~~~~~~~~~~ Comments/ Resolution: ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ Project Manager Review: Date: (( / l B{ I~ Note; Whenever there is a discrepancy affecting North Carolina compliance samples, a copy of this fonn will be sent to the North Carolina DEHNR Certification Office ( i.e out of hold, incorrect preservative, out of temp, incorrect containers) F-ALL·C003-6 SCURF front 2April2012 .x ls ' Page 11 of 11 ( / ) ( . ) c ~ C D O J " ; < " ( ' ) S ' · ' ! _ ~ U 1 s : : ~ ~ ~ ~ U l c : : : i ~ \ ; - j - - ~ - t - - \ j ) , . . . . . - I t e m N o . M a t r i x C o d e G l a s s J a r ( 1 2 0 / 2 5 0 / 5 0 0 / 1 L ) S o l l k i t ( 2 S B , 1 M , s o i l j a r ) C h e m i s t r y ( 2 5 0 I 5 0 0 / 1 L ) O r g a n i c s ( 1 L ) N u t r i e n t ( 2 5 0 I 5 0 0 ) P h e n o l i c s ( 2 5 0 m l ) l f O C ( 4 0 m l I 2 5 0 m l ) T O X ( 2 5 0 m l ) . . ! T o t a l M e t a l s D i s s o l v e d M e t a l s p r e s e r v e ~ y N . 0 & G ( 1 L ) . ! T P H ( 1 L ) V O A ( 4 0 m l 3 0 m l ) - C y a n i d e ( 2 5 0 m l ) S u l f i d e ( 5 0 0 m l ) B a c t e r i a ( 1 2 0 m l ) W i p e s I s w i p e / s m e a r / f i l t e r R a d c h e m N a l g e n e ( 1 2 5 I 2 5 0 I 5 0 0 / 1 L ) . R a d c h e m N a l g e n e ( 1 / 2 g a l . I 1 g a l . L ) C u b i t a i n e r ( 5 0 0 m l I 4 L ) Z i p l o c O t h e r O t h e r ~ \ ~ ~ \ § ~ 0 i i i . : : s - z ~ ! 1 ! ~ ~ V i h : : : : i a ~ f i l . . . - 0 . . . . 2 . ( I ) " 0 . . . . . . z c 3 O " C l > : - 1 " O I l l c o ( l ) I \ ) Article 4-203.G.7 Air Quality Berry Petroleum Company, LLC House Log Gulch Tank Farm OA Project No. 013-2977 Fugitive Dust Control Plan Page 1 Berry Petroleum, LLC April, 2014 Fugitive Dust Control Plan Garfield County, Colorado April, 2014 Berry Petroleum, LLC Piceance Region, Colorado, USA Scope: The scope of these guidelines is to outline some basic principles to minimize and control fugitive dust emissions during land development. Requirements: Berry Petroleum, LLC (Berry) places the highest priority on the health and safety of our workforce and protection of our assets and the environment. Applicable Documents: Department of Public Health and Environment Air Quality Control Commission Regulation 1 5CCR 1001-3. Safety: Safety Plan Quality: These guidelines will be reviewed periodically and will be shared with employees and contractors to ensure that they have adequate knowledge to minimize fugitive dust emissions. 1.0 INTRODUCTION Land development activities, including clearing, excavating, and grading, release fugitive dust, a pollutant regulated by the Air Pollution Control Division (Division) at the Colorado Department of Public Health and Environment. However, small land development activities that are less than 25 contiguous acres and less than 6 months in duration do not need to report air emissions to the Division, but must use appropriate control measures to minimize the release of fugitive dust from the site. This Fugitive Dust Control Plan addresses how dust will be kept to a minimum on roads, pad sites, and operational facilities. This plan focuses action on: 1. Identifying specific individual sources of fugitive dust. 2. Control options for unpaved roadways. 3. Control options for disturbed areas. 4. Control options for transport, storage and handling of bulk materials. 5. Contingency Plan for alternative action in the event that control strategies are not adequate, effective, or practical. 2.0 SPECIFIC SOURCES Specific types of fugitive dust sources may appear to have negligible dust emissions, but when combined with other specific sources underway at the same time can create dust plumes that are visible beyond that which is appropriate for designated speeds and designs and may exceed nuisance emission limitation guidelines. It is important to consider all activities on the site together in determining compliance with federal, state, and local air quality regulations. Fugitive Dust Control Plan Page 2 Berry Petroleum, LLC April, 2014 Task: Provide field personnel and contractors with the information required to limit fugitive particulate matter (fugitive dust) from all specific sources to include:  Unpaved roadways and traffic areas.  Construction activities including earth moving and excavation.  Bulk material (i.e. gravel and soils).  Storage and handling of materials 3.0 CONTROL OPTIONS FOR UNPAVED ROADWAYS Any owner or operator responsible for construction or maintenance of any (existing or new) unpaved roadway is required to use all available, practical methods to minimize dust emissions. Task: Provide guidelines for minimizing fugitive dust emissions from all specific sources on unpaved roadways and traffic areas:  Require that all passenger vehicles, construction equipment, and truck traffic obey the posted speed limits on all unpaved County and private roads to and from the project site.  Ensure that vehicle speeds on new and existing access roads on the project site do not exceed 15 miles per hour by posting speed limits along these roads.  Restrict vehicle traffic to existing roads by posting signs and/or providing the locations of allowable access routes to all field personnel and visitors.  Encourage carpooling to and from the project site to limit traffic on existing County and private roads.  Use dust inhibitors (surfacing materials, water, or non-saline dust suppressants) on all unpaved collector, local, and resource roads to prevent fugitive dust problems (ensure that any dust suppressants used are appropriate for road conditions and will not compromise the safety of workers on the project site).  Restrict vehicular access during periods of inactivity using gates, fencing, and/or onsite security personnel. 4.0 CONTROL OPTIONS FOR DISTURBED AREAS Disturbed areas include new roads, well pads, parking and staging areas, and material storage areas that have been cleared of vegetation, leveled, or excavated. These areas are susceptible to wind erosion and are a major source of fugitive dust emissions that require the appropriate controls and dust mitigation methods. Note that specific sources are subject to change as project conditions change, and will require an evaluation of current control options to ensure effectiveness and practicality. Task: Limit the adverse impacts of fugitive dust emissions through control measures and operational procedures designed so that no off-property transport emissions occur at the project site. Fugitive Dust Control Plan Page 3 Berry Petroleum, LLC April, 2014  Ensure that land clearing, grading, earthmoving, and excavation activities are suspended when wind speeds exceed a sustained velocity of 20 miles per hour.  Surface all bare ground with gravel as soon as practicable after clearing, leveling, and grading.  Use dust inhibitors (surfacing materials, water, or non-saline dust suppressants) on all disturbed areas as necessary to prevent fugitive dust problems.  Identify the water source to be used for dust suppression, and ensure that contract water haulers are available when needed.  Reduce the amount of time between initially disturbing the soil and revegetating or other surface stabilization.  Apply vegetative or synthetic cover to topsoil and spoil piles as soon as practicable following stockpiling to prevent wind erosion and fugitive dust emissions.  Compact the soil on disturbed areas that will not be surfaced with gravel or revegetated immediately following construction.  Minimize surface disturbance to only that necessary for safe and efficient construction and operations.  Use vegetative mulch, reseeding, or other methods of surface stabilization on all areas adjoining development to include shoulders, borrow ditches, and berms, if practical.  Restrict vehicular access during periods of inactivity using gates, fencing, and/or onsite security personnel.  Identify any new sources of fugitive dust emissions and evaluate and implement the appropriate control methods for that source.  Incorporate fugitive dust controls in all lands projects. 5.0 CONTROL OPTIONS FOR TRANSPORT, STORAGE AND HANDLING OF BULK MATERIALS Transporting bulk materials, such as gravel and fill material, can result in off-property dust emissions and other impacts (i.e. broken windshields) over some distance if the appropriate control measures are not implemented. Storage and handling of bulk materials once they arrive at the project site also requires that controls are in place to ensure that these materials do not exceed regulated nuisance dust emissions. Task: Use control measures and operational procedures designed so that no off-property transport emissions occur along public roadways to and from the project site:  Enclose, cover, water, or otherwise treat loaded haul trucks to minimize the loss of material to wind and spillage.  Require that all contract haul vehicles obey the posted speed limits on all public roadways to and from the project site.  Ensure that haul truck speed on new and existing access roads on the project site do not exceed 15 miles per hour by posting speed limits along these roads.  Restrict haul trucks to existing roads and pad locations.  Do not attempt to load-unload haul trucks when wind speeds exceed a sustained velocity of 20 miles per hour.  Promptly remove dust-forming material from haul trucks to minimize entrainment of fugitive particulate matter.  Avoid storage and handling of bulk material any more than necessary to complete construction. Fugitive Dust Control Plan Page 4 Berry Petroleum, LLC April, 2014  Use covers, enclosures, wind breaks, or watering to prevent fugitive dust emissions from material storage piles.  Restrict access to construction areas and storage piles during periods of inactivity using gates, fencing, and/or onsite security personnel. 6.0 CONTINGENCY PLANNING Alternative control measures may become necessary in the event that the current dust control strategy is not adequate or effective for conditions. An alternative plan may require additional planning, permitting, or other regulatory compliance requirements to implement. In this case, the current activities at the project site would necessarily be suspended until such time as the alternate dust control methods could be put into place. Task: Implement alternative action to fugitive dust control plan and to each specific source if deemed necessary to comply with federal, state, and local air quality regulations:  Provide field personnel and contractors with contact information for responsible individuals in cases where control measures need to be escalated in response to weather conditions (i.e. increased windiness).  Use an appropriate alternative dust inhibitor if water does not prove to be effective under normal circumstances, and obtain all regulatory permissions for the use of chemical suppressants on the project site.  Use vegetative blankets or other methods for cover of topsoil, spoil, and bulk material storage piles if immediate cover becomes necessary.  Attempt to locate alternative sources of bulk material closer to the project site if fugitive dust emissions or other impacts from contract haul trucks on state or federal highways become an issue with public safety or regulatory compliance. Article 4-203.G.7 Sound Study Berry Petroleum Company, LLC House Log Gulch Tank Farm OA Project No. 013-2977 4-203.G.7 – Sound Analysis Berry Petroleum Company, LLC House Log Gulch Tank Farm At the request of Berry Petroleum Company, LLC (Berry), Olsson Associates (Olsson) has conducted an assessment of noise generating equipment to be installed at the House Log Gulch Tank Farm Facility. The intent of this assessment was to review the proposed noise generating equipment and determine if the equipment’s operation would be in compliance with the noise limits set forth in the Colorado Oil and Gas Conservation Commission (COGCC) Rule 802 and Section 25-12-103 of the Colorado Revised Statutes (CRS). The COGCC and CRS limits are the same for general noise measurements. Exhibit 1 shows the facility location, noise generating equipment location and distance to compliance point(s). Noise Generating Equipment The noise generating equipment is one natural gas powered generator and one electric centrifugal pump motor enclosed in a fabricated enclosure. The specific make or model of the equipment is not known at this time. The equipment specifications have been provided by the facility designer and are located in Exhibit 2. Compliance Point(s) The COGCC Rule 802 uses the property line or 350 feet from the noise generating equipment, whichever is greater, as the compliance point for oil and gas operations. The nearest property boundary is 420 feet south of the noise generating equipment. Therefore Olsson has used 420 feet away from the noise generating equipment as the compliance point. Both pieces of equipment will be in operation in close proximity to each other, so their location will be assessed as a single point. Maximum Permissible Noise Levels As prescribed in COGCC Rule 802, in remote locations, where there is no reasonably proximate occupied structure or designated outside activity area, the light industrial standard may be applicable. The night time maximum permissible noise limit is 65 db(A) for light industrial areas. Calculated Sound Pressure Levels The maximum sound pressure level specified by the facility designer for each piece of noise generating equipment is 85 dB(A) at 3 feet (see Exhibit 2). Since the sound pressure level rating of the equipment is not yet known, Olsson has assessed the potential sound pressure levels from both pieces of equipment at specified maximum of 85 dB(A). Sound pressure levels cannot be added arithmetically due to the fact that they are measured logarithmically. Assuming the sound pressure level of both pieces of equipment are 85dB(A), the increase in sound pressure level from the combined operation will be Berry Petroleum Company, LLC House Log Gulch Tank Farm Sound Assessment Page 2 approximately 3 dB(A). The total sound pressure level for the combined operation would be approximately 88 dB(A). Olsson has assessed the potential noise level at 420 feet using the noise/distance extrapolation equation provided in COGCC Rule 802 and specified sound pressure levels for the noise generating equipment. The calculated sound pressure level at 420 feet from the equipment will be approximately 45.1 dB(A) (see Exhibit 3). Conclusion The noise pressure calculation shows that the sound pressure level should be below the light industrial limit at 420 feet from the equipment. This sound pressure level is calculated based on the designer’s maximum noise pressure level specification. The actual noise levels should be measured during equipment operation to insure regulatory compliance. Statement of Qualification I am a multi-disciplinary Project Manager at Olsson Associates. I have coordinated many Noise Control Regulation Compliance Assessments over 5 years at existing and planned noise generating equipment installations in Colorado. If you have any questions regarding this assessment, please contact me at 970-263-7800. Ken Kreie Senior Scientist Exhibit 1 –Noise Generating Equipment Location Exhibit 2 – Facility Equipment Noise Specifications Exhibit 3 – Noise Extrapolation Calculations EXHIBIT 1 House Log Gu lchTank Farm 3,800'3,248' 2,056' 420' JOJO PROPERTIES LLC216902200019 BERRY PETROLEUM COMPANY &213532100009 CHEVRON USA INC213533400010 CHEVRON USA INC216912200012 ENCANA OIL & GAS (USA) INC213527300015 BERRY PETROLEUM COMPANY &216901100027 LATHAM, THOMAS F & GINGER L216901200001 JOJO PROPERTIES LLC216910100020 BUREAU OF LAND MANAGEMENT213534300957 CHEVRON USA INC217118200008 CHEVRON USA INC213529100008 ²Noise Generating EquipmentHouse Log Gulch Tank Farm Access RoadGarden Gulch Extension Road House Log Gulch Tank FarmParcel Boundary 0 0.25 0.50.125 Miles PROJECT NO: DRAWN BY: DATE: 013-2977 Jonathan Harris 04/09/2014 NOISE GENERATINGEQUIPMENT LOCATIONSHOUSE LOG GULCH TANK FARMBERRY PETROLEUM LLCGARFIELD COUNTY, COLORADO 760 HORIZON DRIVE;SUITE 102GRAND JUNCTION,CO 81506TEL 970.263.7800FAX 970.263.7456 FIGURE N-1 EXHIBIT 2 Datasheet - Pump Standard (US Units) Project Title: Equipment Service: Job Number: Serial Number: Equipment Number: Req/Spec No.: Manufacturer: Purchase Order: Size: Stages: Type: Model: Service: If Intermittent, NO. of Starts Pumps Operate In: Corrosion due to: Erosion due to: H2S Conc (ppm): Chloride Conc (ppm): Particulate Size (dia in microns) Particulate Conc (ppm) Cooling water Tropicalisation Req'd Electrical Area Classification Zone Temp °F Class Group Press Site Data: Source Elevation (ft) Atm Press (psia) (ppm) Range of Ambient Temps: (Min/Max) Instrument Air: Max (psig) Min (psig) Relative Humidity: (Min/Max) Unusual Conditions Steam: Electricity: Temp (°F)max min Press (psig) max min Proposal Curve No. Driver Type Impeller Dia: Rated Max Min Enclosure Rated Power: (hp) Efficiency: (%) Variable Speed Req'd (gpm) Source of Variable Speed Min Flow: Thermal (gpm) Stable (gpm) Coupled Drive: Direct/Belt to (gpm) Service Factor to (gpm)Nameplate Power (ft)Nominal RPM (hp) Rated Load RPM (ft) Frame or Model (ft) Orientation (ft) Lube Bearing Type Radial Thrust dBA Starting Method dBA See Motor Specification All spaces containing an asterisk (*) shall be completed by Vendor. of * * * * * * * * Inlet Cooling Water Chloride Concentration * * Return Design 11/13/2013 Pump Data psia TBD 8100 10.97 Negligible Outdoors Continuous One (1) * * Centrifugal psig psi Liquid Type/Name: Vapor Pressure: Specific Gravity: Specific Heat: Viscosity: btu/(lbm-°F) cP Units Liquid Characteristics Discharge Pressure Suction Pressure Differential Pressure 0 Flow Pumping Temperature Maximum 1.13 0.50 Max and Min Values 550.0 340.0 340.0 24.0 47.1 47.1 350 350 0.0 630 ID NPSHA Hydraulic Power HP ** Location: Mounted at: Div 2 Garfield County, CO ft Site and Utility Data * Pump shall be constructed of Duplex SS Discharge Suction Nozzles * * Size 150# 150# Rating 630 0 Performance Driver (7.1.5) -30° F to 100° F Sheet Datasheet No.11ARev ** ** TEFC Yes VFD * 1.15 Construction House Log Tank Facility 13041 P-370 * Pipeline Pump * *Rated Curve BEP Flow (at rated impeller diameter) ** Voltage Phase Hertz Utility Conditions 3 ** ** Electric Motor * min * * * 60 Driver Heating Control Shutdown 480 Max Power @ Rated Impeller Max Head @ Rated Impeller Allowable Operating Region: Preferred Operating Region * Est Max Sound Power Level Max Sound Power Level Req'd Est Max Sound Press. Level Max. Sound Pressure Level Req'd * * 4 * * *Suction Specific Speed Suction Specific Speed Limit Specific Speed NPSH Margin @ Rated Flow CL Pump to U/S Baseplate NPSHR @ Rated Flow 85 * Normal 1.0 1 Drivers Heating psig max 10.0 10.0 Operating Conditions 550 Units RF RF Facing refer only to the property listed Notes: Produced Water °F gpm psig Rated Normal Minimum Minimum Maximum 100 70 70 40 630 Berry Petroleum Company PERFORMANCE SPECIFICATION 16230 House Log Tank Facility NATURAL GAS ENGINE PRIME POWER GENERATOR PROJECT NO.: 13041 REV. C, DATE: September 9, 2013 PAGE 6 of 12 5.0 MATERIALS OF CONSTRUCTION All materials of construction for this equipment, components and accessories shall be new and of a type and grade suitable for the duty and requirements indicated in this document and free from all imperfections affecting performance. If vendor is to provide used unit, all materials of construction for this equipment, components and accessories shall be used and refurbished to a grade suitable for the duty and requirements indicated in this document. There shall be no substitution of materials without prior written approval from Engineer. 6.0 NOISE CONTROL REQUIREMENTS The noise level of the equipment shall not exceed 85dBA as measured at any point 3 feet from the equipment. If it is impractical to reduce the noise level to 85dBA, Vendor shall specify the operating noise level. If noise levels higher than 85dBA can be reduced by additional measures, Vendor shall include a description and cost of the additional measures and specify the original noise level and the resulting reduced noise level 7.0 CODES AND REGULATIONS Equipment and materials shall be designed and manufactured accordingly to the applicable parts of the latest amendments of the following codes and standards. AGMA American Gear Manufacturers Association AISC American Institute of Steel Construction ANSI American National Standard Institute API American Petroleum Institute ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials DEMA Diesel Engine Manufacturing Association EGSMA Electrical Generating Systems Marketing Association EPA Environmental Protection Agency ICEA Insulated Cable Engineers Association IEC International Electrotechnical Commission S:\Projects\13041-01_House_Log_Tank_Facility\DocumentControl\A_Work\Drawings For Permit\ELECTRICAL - NEED UPDATES DUE 11-14\16230 Natural Gas Engine Prime Power Generator.docx EXHIBIT 3 Si t e : Be r r y H o u s e L o g G u l c h T a n k F a r m F a c i l i t y dB A 1 = 8 8 d B ( A ) Ma x i m u m s o u n d p r e s s u r e l e v e l s p e c i f i c a t i o n o f p u m p a n d g e n e r a t o r D 2 = 42 0 f t . CO G C C C o m p l i a n c e D i s t a n c e D 1 = 3 f t . Di s t a n c e o f n o i s e s p e c i f i c a t i o n f r o m f a c i l i t y d e s i g n e r dB A 2 = 4 5 . 1 d B ( A ) Ca l c u l a t e d d B ( A ) a t 4 2 0 f t . Ta b l e 1 D i s t a n c e E x t r a p o l a t i o n W o r k s h e e t Ex t r a p o l a t i o n to 4 2 0 f t . CO G C C R u l e 8 0 2 ( c ) 1 - d B ( A ) Di s t a n c e 2 = d B ( A ) Di s t a n c e 1 - 2 0 x l o g 10 (D i s t a n c e 2 /D i s t a n c e 1 ) Article 4-203.L Traffic Study Berry Petroleum Company, LLC House Log Gulch Tank Farm OA Project No. 013-2977 760 Horizon Drive, Suite 102 | Grand Junction, CO 81506 | 970.263.7800 | Fax 970.263.7456 BASIC TRAFFIC ANALYSIS BERRY PETROLEUM COMPANY, LLC HOUSE LOG GULCH TANK FARM FACILITY GARFIELD COUNTY, COLORADO OA Project No. 013-2977 March 2014 Basic Traffic Analysis Berry House Log Gulch Facility 1 March 2014 INTRODUCTION & OBJECTIVE This Basic Traffic Analysis summarizes findings performed for Berry Petroleum Company, LLC’s (Berry) proposed House Log Gulch Tank Farm Facility located on an existing 20 acre disturbed area in the SE ¼ of the SE ¼ of Section 32, Township 5 South, Range 96 West of the Sixth Principal Meridian, County of Garfield, State of Colorado. The site will occupy approximately 11 acres. The site is approximately 15.0 miles northwest of the town of Parachute and 13 miles from County Road 215. It is expected that the operational lifespan of the site will be approximately 20 years. At the end of the facility’s operation phase, salvageable equipment will be removed and the pad restored with native vegetation as part of a reclamation phase. The reclamation phase will be permitted at a later time. The goal of this tank farm project is to conserve water by recycling flow-back and produced water for re-use in well stimulations or drilling. Water will be transported to the proposed facility primarily via pipeline and only as needed by truck. EXISTING PARCEL Current land use on the subject parcel is a laydown yard associated with activity for natural gas development. As such, there will be some construction on the already disturbed parcel to convert it to a tank farm. All existing traffic on Garden Gulch Road is related to natural gas development activities. EXISTING ROAD NETWORK This tank farm facility will be accessed from CR 215 to Garden Gulch Road and a private access road. According to the Garfield County Road Inventory Report, CR 215 is classified as a Local road and is a two lane asphalt roadway with gravel shoulders. The road has a posted speed limit of 35 mph and is a designated haul route according to maps available on the Garfield County Road and Bridge Department web page. The 2011 Garfield County HUTF Report describes the roadway as is in good condition based on a 2006 inspection; however, the cracking, rutting, and potholes along the roadway would suggest the current condition is fair. Garden Gulch Road is a private road that was built and is maintained by the natural gas industry to provide access to the operations on top of the Roan Plateau. This road surface is a combination of gravel and native materials. Access is limited to activity associated with the natural gas industry and is controlled by a security gate west of the road’s intersection with CR 215. A Vehicle Safety Area is located immediately east of the security gate. This facility is designed to allow vehicles to Basic Traffic Analysis Berry House Log Gulch Facility 2 March 2014 install chains, if required, by weather conditions or when directed by personnel at the security station. Table 1: Roadway Geometry and Characteristics Roadway Lanes Lane Width Roadway Type Condition Speed Limit Classification CR 215 2-4 12 Asphalt Good (’06) 35 mph Local* Garden Gulch 2 12 Gravel N/A 25 mph Private *Administrative Classification is Arterial Service BACKGROUND TRAFFIC Current land uses for parcels along Garden Gulch Road are related to natural gas development and production. Continuous traffic records are taken at the lower Garden Gulch Road guard shack. Monthly traffic counts were provided between June 2012 and February 2013 and included a breakdown of vehicle type. This data set represents the approximate maximum volume of traffic that is expected along Garden Gulch Road (see Table 2). Monthly ADT for this period ranged from approximately 100 vpd to approximately 250 vpd. All vehicles entering and exiting the area are assumed to be servicing natural gas production and drilling in the region. Thus, as previously noted, the traffic impacts associated with this established facility (Table 3) would be a component of the larger data set (Table 2) typically collected and accounted for at the lower security station. Between the months of October 2012 and February 2013, there has been a decreasing trend in ADT, most recently dropping to as low as 100 vpd. This is a 50% decrease in traffic and is related to a reduction in drilling operations in the area. Existing traffic data at the lower Garden Gulch Road guard shack is included in Table 2. Table 2: Average Daily Traffic (ADT) at Lower Garden Gulch Guard Shack 12-Jun 12-Jul 12-Aug 12-Sep 12-Oct 12-Nov*12-Dec 13-Jan 13-Feb Pickups 160 180 174 209 167 0 114 113 81 Single-Unit 18 21 3 22 16 0 12 17 10 Multi-Unit 26 20 1 15 20 0 24 11 7 Total 204 221 220 246 203 0 150 141 98 *Road closed Basic Traffic Analysis Berry House Log Gulch Facility 3 March 2014 TRIP GENERATION Trip generation is generally determined using rates found in the ITE Trip Generation Manual. Rates from this publication are applied to values related to the size of the proposed site to estimate the trips expected to enter and exit the site. In this case, no rates are provided for facilities similar to these. To estimate trips expected for this site, information was gathered regarding the expected traffic based on previous projects similar to this one. The following table summarizes the expected average and maximum trips for each phase discussed previously. Table 3: Trip Generation – Tank Farm Facility Phase Average Trips/Day Maximum Trips/Day Percent Trucks Phase Duration Construction 6 12 50% 3 weeks Operation 2 8 10 % 20 years Reclamation 10 18 18 % 21 days There will be a three-week construction phase wherein the existing laydown yard will be converted to the proposed tank farm land use. During this phase, there will be an increase in traffic as supplies and equipment are delivered to the site. Trips will generally include low-boy multi-unit trucks, approximately one to three per day, and pickups to transport staff, approximately two to three per day. During the operational phase of the project, vehicles accessing the facility will primarily consist of pickup trucks. Occasionally single-unit bobtail trucks and multi-unit tanker trucks will access the facility. The site will be visually inspected daily and remotely monitored. Daily inspection will be conducted by personnel already in the field performing similar activities at other near-by facilities. No personnel will be stationed at the facility on a regular basis. During the reclamation phase of the project, the site will be accessed by pickup trucks transporting personnel and single-unit and multi-unit trucks transporting loaders and similar equipment. Trucks will also be used to remove equipment and materials and apply fertilizer and seed. ROADWAY ANALYSIS State Highway Crossings and Access The roadway access to this site does not cross any highway rights-of-way managed by the Colorado Department of Transportation. CR 215 is accessed directly from I-70 at Exit 75, in Parachute, Colorado. The ramp terminals at this grade-separated interchange are stop- controlled. Site distances are adequate in both directions at these ramp terminals. Basic Traffic Analysis Berry House Log Gulch Facility 4 March 2014 Railroad Crossings CR 215 crosses a railroad line approximately 1.5 miles north of I-70. This rail line is generally used for the transport of freight, coal, and passenger rail traffic. This railroad crossing is at-grade and is equipped with gates and flashers. The roadway access to this site does not cross any other active railroad rights-of-way. Intersection of CR 215 & Garden Gulch Road The intersection of CR 215 & Garden Gulch Road is a “T” intersection with Garden Gulch Road as the single west leg. A stop sign controls west bound traffic. There are no auxiliary lanes at this intersection. As defined in the Garfield County Road Inventory Report, CR 215’s Functional Classification is Local, set by Colorado Department of Transportation (CDOT) and the Federal Highway Administration (FHWA). The State Highway Access Code does not designate a threshold for auxiliary lane requirements for a Local road. However, the lowest classification of rural roads, R- B, is given a left-turn deceleration lane when turning volumes exceed 10 vph. Furthermore, research from the Transportation Research Board (TRB) suggests that for rural conditions, particularly with high truck volumes, there is a safety benefit to providing left-turn refuge even for turning volumes as low as 10 vph. It is difficult to assess the need for this treatment at CR 215 and Garden Gulch Road given indeterminate existing traffic data. When considering only the traffic related to this site, it is clear that turning volumes would not exceed even this low threshold, but existing daily traffic volumes would suggest that existing peak hour turning volumes have the potential to exceed 10 vph. As a result of this information and the actions taken by other localities which have experienced progressive and cumulative roadway impacts, further study should be performed at this intersection to determine the cumulative effect of the activities on Garden Gulch Road and the corresponding need for improvements at its intersection with CR 215. RECOMMENDATIONS Based on the expected trip generation rates discussed above, there is not expected to be an increase in average daily traffic over the existing volumes. During operation of the facility, there would be no increase in truck traffic compared to current volumes. Based on the results of the analysis, no mitigation is recommended for the tank farm facility. However, further study should be performed to determine the need for improvements at CR 215 & Garden Gulch Road as a result of background traffic volume growth. Attachment – Road Access Map C o u n t y R d 2 1 5 House Log GulchTank Farm G a r d e n G u l c h Road ²House Log Gulch Tank Farm Access RoadGarden Gulch Extension RoadGarden Gulch RoadCounty RoadHouse Log Gulch Tank Farm 0 1 20.5 Miles PROJECT NO: DRAWN BY: DATE: 013-2977 Jonathan Harris 03/18/2014 ROAD ACCESS MAPHOUSE LOG GULCH TANK FARMBERRY PETROLEUM LLCGARFIELD COUNTY, COLORADO 760 HORIZON DRIVE;SUITE 102GRAND JUNCTION,CO 81506TEL 970.263.7800FAX 970.263.7456 FIGURE RA-1 [XXX] Average Daily Traffic, 2013Average Daily Traffic, Operations[XXX] 53005310 165175 010 Article 4-203.M Water Supply and Distribution Plan Berry Petroleum Company, LLC House Log Gulch Tank Farm OA Project No. 013-2977 760 Horizon Drive, Suite 102 TEL 970.263.7800 Grand Junction, CO 81506 FAX 970.263.7456 www.olssonassociates.com BERRY PETROLEUM COMPANY HOUSE LOG GULCH TANK FARM WATER SUPPLY AND DISTRIBUTION PLAN Section 4-203.M. Water Supply and Distribution Plan. The Berry Petroleum Company’s (Berry) House Log Gulch Tank Farm (tank farm) facility does not require potable water source for personnel or freshwater for sanitary facilities, landscaping or day to day operations of the facility. The operations of the facility will be similar to other natural gas operations in relatively remote areas of Garfield County. No potable water will be provided at this facility. The proposed use is an unmanned facility with personnel onsite only for short intervals. Personnel provide their own potable water carried in their vehicles. Berry makes potable water available at their field office to staff and contractors. Sanitary facilities will not require a source of water and will be provided by portable toilets located on site and at numerous sites in the field per OSHA standards. Landscaping is not being proposed and a water system is not required to maintain any plantings. The tank farm facility does not use fresh water in its daily operation. The water stored at the tank farm is generated from natural gas productio n. The source of water is from natural gas wells accessing the nontributary Williams Fork Formation. The water will not be used for any purpose that would require a well permit under C.R.S. 37-90-137. Produced water will be piped to the tank farm via an existing approximately 10-mile pipeline network from nearby natural gas wells for temporary storage and further processing and piped back to well facilities for reuse. The pipeline has been properly permitted. The pipeline is comprised of six-inch flexsteel pipe. The pipeline was built in segments over the years. The last addition was built from the Launcher/Receiver to the C-19 pad in 2010 and is the only section of pipeline construction that required a grading permit. All other sections did not meet the threshold for a pipeline development plan or a grading permit. Copies of the permit and pipeline easements are included in this submittal. A map of the pipeline with well locations also is included in this section. Berry Petroleum Company House Log Gulch Tank Farm Water Supply and Distribution Plan Page 2 THIS PAGE LEFT BLANK FOR TWO-SIDED DUPLICATION. Berry Petroleum Company Parachute, Colorado Wells Contributing to House Log Gulch Tank Farm All located in nontributary Williams Fork Formation RTU Addre Well Name 101 Chev 05-433D 102 Chev 05-432D 103 Chev 05-333D 104 Chev 05-332D 105 Chev 34B-13 110 Chev 36-42D 111 Chev 36-32D 112 Chev 6-44D 113 Chev 6-43D 114 Chev 6-442D 115 Chev 18-444D 116 Chev 18-434D 117 Chev 18-441D 118 Chev 18-344D 119 Chev 36-01D 120 Chev 36-02D 121 Chev 36-03D 122 Chev 36-04D 123 Chev 36-05D 124 Chev 36-06D 125 Chev 13-213 126 Chev 14-342D 127 Chev 33D-30 128 Chev 234-30 130 Chev 18-1D 131 Chev 18-2D 132 Chev 18-3D 133 Chev 18-4D 134 Chev 18-5D 135 Chevron 20-1D 136 Chevron 242-20D 137 Chevron 20-3D 138 Chevron 20-4D 139 Chevron 20-5D 140 Chevron 20-6D 141 Chevron 5-1D 142 Chevron 5-2D 143 Chevron 5-3D Contributing Wells.xls Page 1 RTU Addre Well Name144Chevron 5-4D 145 Chev 36-322D 146 Chev 36-323D 147 Chev 36-422D 148 Chev 36-412D 149 Chev 36-423D 150 Chev 36-07D 151 Chev 36-08D 152 Chev 36-09D 153 Chev 18-21D 154 Chev 18-25D 155 Chev 18-22D 156 Chev 19-1D 157 Chev 19-342D 158 Chev 19-15D 159 Chev 19-3D 160 Chev 275-1 161 Chev 1-8D 162 Chev 6-31D 163 Chev 1-6D 165 Chev 33B-13R 166 Chev 13-14D 167 Chev 13-13D 168 Chev 13-16D 169 Chev 275-13 170 Chev 13-7D 171 Chev 13-8D 172 Chevron 12-213 173 Chevron 12-9D 174 Chevron 12-11D 175 Chevron 11-8D 176 Chevron 11-342D 178 Chevron 33-9D 179 Chevron 1-29D 180 Chevron 33-10D 181 Chevron 1-30D 182 Chevron 33-11D 183 Chevron 33-1D 184 Berry 1-18D 185 Berry 1-19D 186 Berry 1-20 187 Berry 1-22D 188 Berry 1-21D 189 Berry 1-36D 190 Latham 32-11D 191 Latham 32-14D 192 Latham 32-9D 193 Latham 32-10D Contributing Wells.xls Page 2 RTU Addre Well Name194Latham 32-12D 195 Latham 32-1D 301 Latham 29-17D 302 Latham 29-18D 303 Latham 29-19D 304 Latham 29-25D 305 Latham 29-26D 306 Latham 29-27D 307 Latham 29-29D 308 Chevron 33-20D 309 Chevron 33-19D 310 Chevron 33-18D 311 Chevron 33-23D 312 Chevron 33-24D 313 Chevron 33-17D 314 Chevron 33-22D 315 Chevron 33-21D 316 Latham 32-24D 317 Latham 32-23D 318 Latham 32-32D 319 Latham 32-31D 320 Latham 32-30D 321 Latham 32-29D 322 Latham 32-22D 323 Latham 32-21D 324 Chev 29-3D 325 Chev 29-11D 329 Chev 29-12D 330 Chev 29-15D 331 Chev 6-8D 332 Chev 6-7D 333 Chev 20-31D 334 Latham 2-14D 335 Latham 2-17D 336 Chev 31-6D 337 Chev 31-17D 338 Chev 6-25D 339 Chev 19-21D 108 NP BRY PAD 9 109 Sec. 36 CDM 129 BRY GG (3P) 164 275-1 CDP 3P 196 F06 CDP 04/04/2014 09:39:37 AM Contributing Wells.xls Page 3 BERRY WATER PIPELINE GARDEN GULCH MESA GARFIELD COUNTY, COLORADO 1500 SYSTEM o 1500 4500 3000 --~ GRAPHIC SCALE IN FEET 1 INCH -1500 FEET LEGEND SURVEYED BY· IM DATE 05/07 /2013 ( ' 8" STEEL VALLEY WATER LINE 6" FLEXSTEEL WATER LINE CON&i!=C.UC i I ON &U!=C.YE"r'&, INC 12ll2ll2 &UN!=C.l&E 61...YO &IL. i, CO 81~&2 i:iia;-ei~-&i&3i DRAFTED BY· BM CHECKED BY GB DWG BERRY\2006\BERRY-PIPES dwg SHEET 1 OF 1 Page 1 Berry Petroleum Company Garfield County Land Use Change Permit 4/4/2014 HOUSE LOG GULCH TANK FARM FACILITY Bryan Burns 1999 Broadway, Suite 3700 Denver, CO 80202 (303) 999-4400 S TAT E M E N T : Berry Petroleum Company has all necessary easements, agreements, and documentation illustrating permission from pertinent landowners to transport produced water through existing pipeline infrastructure from pads on its leasehold to the proposed centralized House Log Gulch Water Storage Facility. This documentation can be made available upon request. Thank you, Bryan Burns EH&S Representative Garfie ld County Building & Planning Departrpe~t 108 8th Street Suite 401 Glenwood Springs, CO 81601- Phone: (970)945-8212 Fax : (970)384-3470 Project Address Parcel No. Subdivision Section Township ~ang e I PARACHUTE, co a. (i 174 1 .a• &~I iiH" N>&._i¥' ·Hz =¥ 213529100008 S·;; •?-•·I r--c:z 4-•-~-+? s«aas. SW e-¥&;AF °'9-nc, t 5 Owner Infor mation Address Phone Cell Chevron USA Inc (970)245-5255 (970)589-5036 760 Horizon DR Grand Junction CO 81506 Contractor(s) Phone Primary Contractor Required Inspections: For Inspe ctions call: 1 (888)868-5306 Proposed Construction I Details Inspection IVR Pipeline installation and tie-in project consisting of Valuation: $ 0.00 approximately 3707 linear feet of pipelines (one 6" 111.21 gas and one 6" water line), connecting Berry's C-19 Total Sq Feet: pad to an existing 1 O" gas sales line and an existing ~;lC;!!!:E!;j~=51JiE;;s;;;;;;;;:;;;~~ See Permit Record fF~elP(Afe. FEES PAID Major Grading Fee Total: Wednesday, July 28, 2010 $400.00 $400.00 Inv# GRAD-7-10-20361 $ 400 .00 Check# 1762 $400.00 $ 0.00 Building Department Copy 2 2 3 4 5 6 7 8 GARFIELD COUNTY GRADING PERJ\1IT APPLICATION 108 8lh Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-8212 /Fax: 970-384-3470 /Inspection Line: 970-384-5003 www .garfield-cmmty.com Parc el No: (this information is available at !he assessors office 970-945-9134) 2135-2910-0008 Job Address: (if an address has not been assigned, please provide Cr, Hwy or Street Name & City) or and legal description Section 19, T5S-R96W, 6th P.M., Garfield County, CO Lot No: Block No: Subd./ Exemption: Owner: (property owncr) Mailing Address Ph: Chevron USA, lnc., Attn. Watter Jones 1400 Smith St. 713-372-3463 Houston TX 77002 Cnnl:ractor : M"ilinp Arlr1r('$S · Ph: 970-878-4771 Moody Construction & Sons PO Box M, Meeker, co 81641 Architect I Erurineer: M'lilinu Arlrlrn><~ Ph: 970-876-5753 Bob Weaver,-Construction Surveys 0012 ~unrise Blvd., Silt, CO 81652 Sq. Ft. of Grading: 111.210 sq. ft. I Cu. Yd o f Grading: 4,530 cu. yd. Describe Work: Alt Ph; Alt Plr 970-878-0929 Alt Ph: Pipeline installation and tieAn project consisting of approximately 3,707 linear feet of pipelines (one 6" gas and one 6" water line), connecting Berry's C-19 pad to an existing IO" gas sales line and an existing 6" .....-ater line. 9 ALL UTILITIES lv!UST BE LOCATED PRIOR TO ANY GRAJJING NOTICE Attthoritv. This application for a Grading Penn it mui;t be signed by the Owner of!he prqierty, described abo''" {1f an authorized agenL Jftho signature below is not that <>fth Owner, aseparale leUer of aulhority, signed by the Owner, must be iro'lided wilh Ibis Applicalion. Leg!!! Acceu. A Gnidiag Pellllil cannot be issuod without proof of legal and adequate access to the property for purposes of inspe<tions by the BuildiagDcportment. OU.er Permits. Multiple S<parale permftsmay be required: (l)Stae Ele<trical Penni~ (2) County lSDSPcnnil, (3) another pcllllit NqWr¢<1 foruS<> oo the proporty idrotmed above, e.g. State or County Highway/ Road Access or a Sime Waslewaler Discharge P<rm it. Void PenniL A Pennit becomes null and void iflhe wotk 8lllhorized is not commenced .,,iJbin 180 days of the dale ofissuaocc and ifwod: is susproded or abandoned foc a period ofl&l ,days afltrco1m11enc<menL CERTIFICATION ·hereby certify tbal I have read this Applicafion and Iha! lhe information conlained above is true and correct I understand that the Building Department accepts the Application, along with the phm• Jd specifications and otherrutasubmitted by me ocon my bthalf(submlttals), based upon my certificalion as to accuracy. Assuming compld:e1ms of the submittals and appro"8! of this Application, aPermit will be issued granting pemtission to me. as: Owner, to construct the structure(s) and facilities detaUed oo tho sul:rnittals nwiewcd by the Bu ildiag Department. Jn wnsidoration of the issuance of the g Permit, I agree thll! I and my agents will comply with provisions of any federal, stale orloro law regulating the work and lhe Garfi<ld Couoty Building Code, ISDS regulations and opplicable land use reguletions (CountyRegulation(s)). I ..,Jcnowledge that the Permit may be suspooded or revoked. upon notice from the County, if the loca!ion, construction or use oftbe structure(s) andfacility(ies}, des.:ribed above, are not in oomplfonce with County Regulation(s) or any other applicable law. I hereby grant pennission to the Buililing Dcparlment to enter the property, described above, to inspect the wnrk I further ad:nowltdgethat the issuance of the Permit does not prevmt the Building Officialfrorn: (l)requiring the correctioo of eiron in the subroiltals, if any, diswv<:red after issuance; or (2) stopping construdion or use oflhe structure(s) orfacility(ies) if su<h is in \'iolalion of Co unty Regulolion(<) orooy other applicable law. Reviow qflhis Applic:ilion, indudins su bmi!lals, and inspoctions of the w<rl by the Buildi11S Dep-.rllnenl do not constitute an acceptance of responsibility or liability by the County of errors, omissions or dis<Rpaicies. k< the Ownt:r, I -ocknawlcd.se tb " responsibility for compliance with federal, s~.tle and local laws and County Regulations n::st with me aid my authorized ageals, including without limitation my arcbitect dcsignor, ens in•erendl or builder. · l~j;;:_READANDUNDERSTANDTIIBN0;:,;07:TIDCATION ABOVE: 0Wf>/EBS&GNAA1JRE- ............... (/ Special Conditions: DATE STAFF USE ONLY The finon<>iol sccuri1y sholl b• held by Oarfoeld County unt il vegetation ho s bccu successfully rees'ubll$hcd acco rding co the Rtcl:im~.li on Stondards in chc Ouficld Counl)' Wctd Managcme~t Plan , 'It !s 1hc respo nsibility oflhe opplico.nt 10 ~oncnct the Cou~\y, "F"·succo.ssfu l re-ve~etatt~ est ab li shment, IO rcque!it ~n Inspection for scou.ri\y rc!ea.c constdcr:ioon . Con!Bo l person. Ste> e Anthony,. Co11nl)' Vcg,cta1ion Man3i:or, ph : 62.5·860 I Balance Due: ;• .. -~ ..... . ........... ~ .. ., ... · sue Date: -1° -\0 .... ~ .. :.;_ .. r ~ ••· •, !.·.·;. · ..... 1111 W. ~i.IPll .Mii .~' .~.~WH?,'ll-\1.I+," ~·ii 11111 Reception~: 755674 1219/15/2008 1213:2121·03 PM Jean Alberico 1 of g Rec Fee:$46.00 Doc Fee:0.00 GARFIELD COUNTY CO PIPELINE EASEMENT AGREEMENT STATE OF COLORADO ) ) COUNTY OF GARFIELD ) QLS 8<r'ftftJ THIS PIPELINE EASEMENT AGREEMENT, made this l../!:day of October, 2006, between Chevron Shale Oil Company, a division of Chevron U.S.A. Inc, a Pennsylvania corporation, with offices at 11111 S. Wilcrest Dr., Houston, Texas 77099, hereinafter referred to as "GRANTOR" and Berry Petroleum Company, a Delaware corporation, with offices at 950 17th Street, Suite 2400, Denver, CO 80202, hereinafter referred to as "GRANTEE." WITNESSETH: WHEREAS, GRANTOR is the owner of certain real property in Garfield County, State of Colorado; and WHEREAS, GRANTOR desires to grant and GRANTEE desires to acquire certain rights in a portion of said real property; NOW, THEREFORE, in consideration of the sum of Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the parties agree as follows: 1. GRANT OF EASEMENT. GRANTOR hereby grants to GRANTEE, subject to the terms and conditions hereof, the following easement: A. A non-exclusive pipeline right-of-way in certain parcels situated in Sections I, 12, and 13, T6S-R97W, and Sections 19, 20, 29, and 33, TSS, R96W, of the 6th P.M., Garfield County, Colorado and is more particularly described in Exhibit "A", which is attached to this Agreement. This right-of-way is one hundred feet (100') in width, the centerline of said right- of-way being situated directly over the proposed pipeline right-of-way as further detailed in Exhibit "A", for the sole purpose of surveying, laying, constructing, operating, inspecting, maintaining, repairing, replacing, and removing multiple pipelines (with above ground valves, meters, drips, fittings, appliances, and related facilities), for the transportation of natural gas and associated liquids and gases, and water, hereinafter referred to as "the pipeline", over and through the land described in Exhibit "A" hereof, hereinafter referred to as the "Easement Area," in the County of Garfield, State of Colorado. The rights granted herein do not include the right to explore for or produce oil, gas or other minerals, and do not include agricultural, farming, ranching or hunting rights. This Grant of Easement is strictly limited to the acreage as described in Exhibit "A" and if GRANTEE disturbs any of Grantor's Lands which are not a part of this agreement, GRANTEE shall pay damages to Grantor for the disturbance and shall immediately restore said lands to their original condition. If any pipelines or related equipment are installed in, on, or under any acreage other than that specifically set forth on Exhibit "A," then upon Grantor's written request, Grantee shall immediately remove that portion of pipeline and/or equipment, re-route and/or relocate the pipeline and/or equipment, and shall restore the disturbed acreage (both the portion disturbed which is located outside of that specified on Exhibit "A," and that portion disturbed located within Exhibit "A") to the its original condition. B. GRANTEE shall have the right of ingress and egress in, on, over, across and through the Easement Area for any and all purposes necessary to the exercise by GRANTEE of the rights and right-of-ways granted herein. 1111 ~ ~i,i~.lltlU'"llf.~.~WnA;~~ lfti~ ~·Ii 11111 Recept1on~: 755674 09/15/2008 03:20:03 PM Jean Rlberico 2 of 9 Rec Fee:$46.D0 Doc Fee:0.00 GRRFIELD COUNTY CO C. GRANTOR reserves the right for itself or its assignees to explore for, mine, and remove oil shale, oil and gas, ores and other minerals in, on or under the Easement Area. D. This Agreement is made subject to all existing easements, rights-of-way, licenses, leases and other agreements affecting the surface or subsurface of the Easement Area and GRANTOR further reserves the right to grant other easements to third parties to cross over or under this easement and right-of ways. GRANTEE is responsible for obtaining any necessary third party consents prior to conducting activities on the Easement Area pursuant to this Agreement. E. GRANTOR makes no warranties or representations concerning the title to the Easement Area. 2. COVENANT THAT OPERATION OF EASEMENT NOT INTERFERE WITH SERVIENT TENEMENT. A. GRANTEE agrees to maintain and operate the easement herein granted in such manner that the operation thereof will in no way hinder or prevent the use and enjoyment of GRANTOR's adjoining property, including use thereof for exploration, mining, oil shale development, oil and gas development, farming, ranching and land development. B. Except for above-ground valves, meters, drips, fittings, appliances, and related facilities as provided for herein, GRANTEE shall have no right to locate any permanent swface installation on any part of the Easement Area without the prior written approval of GRANTOR, which approval is separate from and in addition to any rights granted in this Pipeline Easement Agreement. C. GRANTEE agrees to remove top-soil from the Easement Area separately from other material removed by GRANTEE in connection with its activities on the Easement Area, and to replace such topsoil on completion of any such activity. GRANTEE further agrees to insure that the Easement Area shall be left free of any large stones, holes, or piles of dirt which would interfere with farming, ranching and/or other operations thereon. All stones, brush and debris uncovered on, removed from or deposited on GRANTOR's lands as the result of activities permitted hereunder shall be disposed of at GRANTOR's direction. Except as otherwise provided herein, all areas disturbed as the result of activities permitted hereunder, within three months of installing pipe into the Easement shall be reclaimed to original condition or as near thereto as practicable, which shall include reseeding with seed mixes approved by GRANTOR or GRANTOR's agricultural lessee(s). Grantee shaii continue to reseed and cultivate until successfully reestablishing self sustaining vegetation. Reseeded areas shall be properly mulched except in pastures and hay fields. GRANTEE shall spray all areas affected by construction to control noxious weeds for a period of no less than three growing seasons following the installation of pipe. D. GRANTEE agrees to replace or rebuild, to the satisfaction of GRANTOR, any and all parts of any road or any drainage or irrigation system or other improvement that may be damaged in connection with GRANTEE's activities conducted pursuant to this Agreement. Upon completion of any pipeline construction, replacement, substitution, relocation, or removal activities permitted hereunder, GRANTEE shall grade all permanent roads on GRANTOR's lands which were used in connection with said activities. E. GRANTEE shall have the right to cross fences on the adjoining property of GRANTOR whenever such crossing shall be reasonably necessary in conducting activities permitted under this Agreement. GRANTEE shall maintain a proper enclosure at all times and shall restore such fences to a condition equal to or better than their condition prior to such crossing as promptly as possible provided, however, that GRANTEE shall not be responsible for a lack of proper enclosure or for restoration of fencing if caused by someone other than GRANTEE, its employees, agents, contractors, subcontractors, or invitees. F. GRANTOR reserves the right to fence the whole or any part of the boundaries of the right-of-way, and the right to build fences crossing such easement. 2 1111 Mi\~~l~,HIU~l.~.~W.~'~Lllr~ ~·ii 11111 Reception~: 755674 09/15/2008 03:2121:03 PM Jean l=llberico 3 of 9 Rec Fee:$46.00 Doc Fee:0.00 GARFIELD COUNTY CO G. GRANTEE shall bury its pipeline and subsurface facilities to provide a minimum of thirty-six (36) inches between the top of the pipeline and facilities and the ground level except in those areas where rock is encountered that would otherwise require blasting, in which case, the facilities shall be buried a minimum of eighteen (18) inches below the surface. H. Except as otherwise provided herein, GRANTEE shall properly backfill and compact disturbed ground, excavated pipeline trenches, and other excavations in connection with its activities on the Easement Area. Compaction of disturbed areas in hay fields and pastures shall be accomplished using hydro-compaction methods followed by replacement of topsoil, free of stones and other debris. Immediately upon completion of any activity performed under this Agreement, GRANTEE shall repair damage to open irrigation and drainage ditches by using proper mechanical ditch channel compaction methods and by reestablishing pre-disturbance grades and flowlines. All culverts and buried irrigation system pipelines damaged by the activities permitted hereunder shall be replaced by GRANTEE immediately upon completion of the activity. I. GRANTEE shall have the ongoing responsibility of assuring that irrigation systems damaged by the activities permitted hereunder are restored to their proper operating condition and that areas of settling and slumping in GRANTO R's fields and pastures, caused by the activities permitted hereunder, are permanently restored to field grade. j. Except as otherwise provided herein, GRA~~TEE shall maintain cw"Tent as-built drawings for the pipeline and all of its surface and subsurface facilities located within the Easement Area and shall provide GRANTOR with copies of such drawings each time they are updated. K. GRANTEE shall take all necessary precautions, in conducting its activities under this Agreement, to prevent brush and grass fires. L. GRANTEE shall determine if any activities require any permits or approvals from any agencies, organizations, groups, governmental committees or other entities having jurisdiction over such activities and shall be solely responsible for obtaining such approvals or permits. M. GRANTEE shall participate in conducting a vegetative cover and sage grouse habitat study, approved by a Chevron Health, Environment & Safety representative, in Section 29, T5S, R96W-6t .. P.M. Said study shaii be initiated, to the satisfaction of GRAt.J"TOR, before pipeline construction in said Section 29 proceeds. The study shall include a mutually agreeable time frame covering the period before, during and after pipeline construction activities in said section. A mitigation plan for said Section 29 shall be developed by GRANTOR, based on the results of said study and other information, and implemented at the sole cost of GRANTEE. N. A segment of the proposed pipeline corridor on GRANTOR surface, approximately between and including lines Ll42 and Ll51, will parallel a steep two-track road and adjacent gulley heading north into the Bear Run drainage in the NW/4, Section 29, T5S, R96W 6th P .M. The pipeline corridor and pipelines located therein shall not encroach on or be placed in said gulley. Following construction of pipelines in said segment, GRANTEE shall place and maintain obstacles across the two-track road so it can no longer be used. 0. GRANTEE shall comply with all federal, state and local laws and regulations governing the discharge of construction and other material into drainages. GRANTEE shall be responsible for the adequacy of its pipeline designs and construction, including, but not limited to, design and construction of drainage crossings. P. GRANTEE shall control fugitive dust during construction of the pipeline on GRANTOR surface. Q. GRANTEE shall ensure all pipeline corridor cut and fill areas and other disturbed areas on GRANTOR surface are recontoured to generally conform with the surrounding terrain. 1111 ~J\li,l~.ritl~.!i'tJl.~.~!Pl(,Mli,;~I+,~ ~·II 11111 Reception~: 755674 09/15/2008 03:20:03 PM Jean Alberico 4 of 9 Rec Fee:$46.012l Doc Fee:Cl.00 GARFIELD COUNTY CO R. Pipeline construction activities on GRANTOR surface shall be coordinated with GRANTOR's surface lessees to minimize conflicts for both GRANTEE and the lessees. 3. TERM OF AGREEMENT. Unless terminated or canceled prior thereto in the manner provided for herein, the term of this Agreement shall be a period of one ( 1) year from the effective date hereof, and shall continue so long as GRANTEE continues to use and maintain the pipeline and associated facilities in the Easement Area without interruption for more than one hundred eighty ( 180) consecutive days, at which time GRANTOR will have the option of terminating this Agreement as provided in Paragraph 9B. 4. PAYMENTS. GRANTEE shall pay to GRANTOR a payment in the amount of four thousand dollars ($4000) upon execution of this agreement. An annual payment, as hereinafter described, shall be made by GRANTEE to GRANTOR on or before each anniversary date of this Agreement, at the address first set forth below in this Section 4. The first of such annual payments shall be in the amount of four thousand two hundred dollars ($4200). Said annual payment shall thereafter increase by Five percent (5%) each year. No payment shall be deemed made by GRANTEE under this Agreement until the correct amount due is actually received by GRANTOR. All payments to GRANTOR hereunder shall be made by GRANTEE's check, mailed postage prepaid, to GRANTOR at Chevron Shale Oil Company, P.O. Box 840659, Dallas, TX 75284-0659, which shall continue as the depository for payments hereunder regardless of changes in ownership of the Easement Area, until such time as Grantee is notified, in writing, of a change of corporate name, identity and/or address of GRANTOR. Said payment shall reference this Agreement's QLS as found at the top of page one of this Agreement. 5. USE OF EASEMENT AREA. A. All activities permitted under this Agreement shall be performed and conducted in a careful, safe, and workmanlike manner, and in such manner as will not interfere with GRANTOR's and GRANTOR's lessees', licensees', and permitees' exploration, mining, oil shale, oil and gas, farming, ranching, land development and/or other operations on other lands in the vicinity of the Easement Area. Prior to exercising any rights granted hereunder, GRANTEE shall give notice of GRANTEE's planned construction activities to all persons holding any rights, licenses, permits, easements or leases to use the surface of the Easement Area and lands used for access thereto. B. All activities permitted pursuant to this Agreement shall be perfon11ed by or under the direction of GRANTEE, and GRANTEE shall not permit, unless otherwise authorized by GRANTOR, public easements, public facilities, or public roads over or under the Easement Area. C. GRANTEE shall keep the pipeline and associated facilities in a good and safe condition and, after doing any work which disturbs the surface of the Easement Area, GRANTEE shall restore the surface of the Easement Area to as good a condition as existed prior to such work. D. Notwithstanding that GRANTEE may have obtained GRANTOR's approval under this Agreement to make various uses of the Easement Area, GRANTEE's operations shall be subordinate to GRANTOR's right to conduct shale oil operations on the Easement Area at any time in the future. IfGRANTOR determines in its reasonable discretion that GRANTEE's operations will interfere with GRANTOR's shale oil operations, GRANTEE agrees to change, cease or relocate its operations in order to eliminate the interference. Costs incurred prior to January 1, 2018 in connection with the relocation of GRANTEE's pipeline, valve terminals, gathering systems and other related facilities in order to eliminate interference shall be borne by GRANTOR. Effective January 1, 2018 and thereafter, GRANTEE agrees to change, cease or relocate its operations at its sole risk and cost, in order to eliminate any interference and GRANTOR shall have no obligation to compensate GRANTEE for lost production or for the costs and expenses of relocating or ceasing operations resulting from such elimination of interference. 4 1111 Ml\ ~i,l~,!ltlUllM1 ,ril'f.~~~ 'l~~lil-1\ ~·ii 11111 Reception": 755674 09/15/2008 03:20:03 PM Jean Alberico 5 of 9 Rec Fee:$46.00 Doc Fee:0.00 GARFIELD COUNTY CO 6. INDEMNIFICATION. GRANTEE AGREES TO PROTECT, DEFEND, INDEMNIFY AND HOLD GRANTOR AND ALL OF GRANTOR'S AFFILIATED AND PARENT AND SUBSIDIARY COMPANIES, JOINT VENTURERS AND PARTNERS, AND ALL OF THE AFORESAID ENTITIES' OFFICERS, DIRECTORS, SHAREHOLDERS, EMPLOYEES, AGENTS, INVITEES AND INSURERS ("INDEMNITEES") HARMLESS, FROM AND AGAINST ANY AND ALL LIABILITY, LOSS, DAMAGE, INJURY, COSTS (INCLUDING ATTORNEY FEES), EXPENSES, FINES, CLAIMS, DEMANDS AND CAUSES OF ACTION ARISING OUT OF, OR IN ANY WAY CONNECTED WITH GRANTEE'S ACTIVITIES OR OPERATIONS UNDER THIS AGREEMENT, FOR INJURY TO OR ILLNESS OR DEATH OF ANY PERSON (INCLUDING BUT NOT LIMITED TO AN INDEMNITEE OR AN EMPLOYEE OR AGENT OF GRANTEE OR GRANTEE'S CONTRACTORS OR SUBCONTRACTORS OR ANY THIRD PARTY) OR FOR LOSS OF OR DAMAGE TO PROPERTY (INCLUDING BUT NOT LIMITED TO PROPERTY OF INDEMNITEES, GRANTEE, GRANTEE'S CONTRACTORS OR SUBCONTRACTORS OR ANY THIRD PARTY) OR FOR VIOLATION OF ANY FEDERAL, STATE OR LOCAL LAWS, RULES, REGULATIONS, AND ORDERS INCLUDING BUT NOT LIMITED TO CERCLA AND RCRA. SUCH INDEMNITY SHALL APPLY EVEN IN THE EVENT OF AN INDEMNITEE'S OWN NEGLIGENCE, WHETHER SUCH NEGLIGENCE IS SOLE. COMPARATIVE, CONTRIBUTORY. CONCURRENT. ACTIVE, OR PASSIVE, AND REGARDLESS OF WHETHER LIABILITY WITHOUT FAULT IS IMPOSED OR SOUGHT TO BE IMPOSED ON ONE OR MORE OF THE INDEMNITEES. THIS INDEMNITY SHALL NOT APPLY TO THE EXTENT THAT iT iS vom OR OTHERWISE UNENFORCEABLE UNDER APPLICABLE LAW. 7. GRANTEE INSURANCE REQUIREMENT. Without in any way limiting GRANTEE'S liability under this Agreement, GRANTEE shall maintain, during the term of this Agreement, the following insurance with companies and on terms satisfactory to GRANTOR: A. Worker's Compensation and Employers' Liability Insurance as prescribed by applicable law. The limit of liability for Employers' Liability Insurance shall not be less than $1,000,000 per occurrence. B. Comprehensive or Commercial General Liability Insurance (Bodily Injury and Property Damage), including the following supplementary coverages: Contractual Liability to cover liability assumed by GRANTEE under this Agreement; Product and Completed Operations Liability Insurance; Broad Form Property Damage Liability Insurance; and coverage for Explosion, Coiiapse and Underground Hazards. The iimit of liability for such insurance shall not be less than $1,000,000 per occurrence. C. Automobile Bodily Injury and Property Damage Liability Insurance. Such insurance shall extend to owned, non-owned and hired automobiles used in the performance of this Agreement. The limits of liability of such insurance shall not be less than $1,000,000 per person/ $1,000,000 per occurrence for bodily injury and $1,000,000 per occurrence for property damage. The insurance specified in this Section Seven shall contain a waiver of subrogation against GRANTOR, and shall name GRANTOR as an additional insured with respect to the activities performed pursuant to this Agreement. In addition, said insurance shall include a requirement that the insurer provide GRANTOR with 30-days' written notice prior to the effective date of any cancellation or material change of the insurance. PRIOR TO HAVING ANY RIGHT TO ACCESS THE LANDS SUBJECT HERETO OR EXERCISING ANY OF THE RIGHTS GRANTED IN THIS AGREEMENT, GRANTEE MUST FURNISH GRANTOR WITH COPIES OF THE INSURANCE POLICIES OR CERTIFICATES OF SAID INSURANCE PROVIDING THE COVERAGES AND ENDORSEMENTS REQUIRED HEREIN. All insurance policies or certificates of insurance provided to GRANTOR shall be in a form acceptable to GRANTOR, shall reference this Agreement's QLS number as found at the 1111 Ml\ filiil~,HIL1'L~,~lltl(,N\'I~ 1~i.;.~1 il 11111 Reception~: 755674 09/15/2008 03:20:03 PM Jean Rlberioo 6 of 9 Rec Fee:$46.00 Doc Fee:0.00 Gt=IRFIELD COUNTY CO top of page one of this Agreement and shall be provided to GRANTOR prior to GRANTEE exercising any of the rights granted herein. 8. TAXES, LIENS AND ENCUMBRANCES. GRANTEE agrees to pay promptly and before delinquency all taxes and assessments levied or assessed upon or against the Easement Area during the term hereof, by reason of, or resulting from GRANTEE's activities under this Agreement in relation to the pipeline and associated facilities, and to reimburse GRANTOR for any increase in taxes paid by GRANTOR resulting from the value of such pipeline and associated facilities, whether or not separately assessed. GRANTEE shall pay all taxes levied or assessed upon or against GRANTEE's pipeline and associated facilities and operations on the Easement Area. 9. TERMINATION. A. In the event of any default by GRANTEE in its obligations hereunder, GRANTOR may deliver to GRANTEE written notice specifying the default. If the default remains uncorrected for a period of thirty (30) days after delivery of the notice, this Agreement may then be terminated in writing by GRANTOR subject to the provisions herein concerning site reclamation and facility removal and subject to liabilities accrued prior to termination. GRANTOR'S right to terminate this Agreement when GRANTEE has not corrected a default within thirty (30) days, shall be a continuing right of GRANTOR for the life of this Agreement. If this Agreement is terminated under this provision, said termination shall be effective the date the notice of same is placed in the mail addressed to GRANTEE. B. If, at any time after GRANTEE begins construction of the pipeline, GRANTEE fails to use the Easement Area or any linear part thereof for the purposes provided hereunder for more than one hundred eighty (180) consecutive days, GRANTOR may terminate this Agreement as to those parts of the Easement Area no longer used as above, by written notice to GRANTEE, subject to the provisions herein concerning site reclamation and facility removal and subject to liabilities accrued prior to termination. At such time as GRANTEE has reached the one hundred and eighty ( 180) day threshold, GRANTEE must deliver notice of the nonuse to GRANTOR within one (I) month of said threshold date. If GRANTEE fails to deliver said notice of nonuse to GRANTOR within the specified one (I) month time period, then this Agreement shall automatically terminate. C. Upon any termination of this Agreement as to all or any linear part of the Easement Area, and unless otherwise approved by GRANTOR, GRANTEE shall dig up and remove its pipeline and associated facilities. GRANTEE shall have a period of six (6) months from and after the effective date of termination in which to remove the pipeline and all of its associated facilities from the Easement Area or from the part thereof as to which the termination applies. Upon such removal, GRANTEE shall place the Easement Area in a neat, safe and orderly condition. D. Upon termination of the rights herein given, GRANTEE shall execute and deliver to GRANTOR, within thirty (30) days after written demand therefore, a good and sufficient quit claim deed to all interest of GRANTEE in the Easement Area so terminated. Should GRANTEE fail or refuse to deliver to GRANTOR such quit claim deed, or if GRANTOR after a good faith effort to locate GRANTEE is unable to locate GRANTEE, then a written notice by GRANTOR, duly recorded, reciting the failure or refusal of GRANTEE to execute and deliver said quit claim deed, or inability to locate GRANTEE, as herein provided, shall after ten (10) days from the date of recordation of said notice, be conclusive evidence against GRANTEE and all persons claiming under GRANTEE of the termination of this Agreement or a portion thereof and all interest of GRANTEE hereunder as to that portion, subject to GRANTEE's obligation to remove its property within six ( 6) months of such termination. E. Termination shall not operate to extinguish any obligations of GRANTEE which have accrued at the time of termination, or which accrue hereunder upon termination. 10. TRANSFER OF INTEREST. The rights granted to GRANTEE under this Agreement shall not be assigned or otherwise transferred without the prior written consent of 6 ·~le~f!~l~~~t1!'l! ,~,~!rl(,~11\\ IM ~'ii 11111 ~9~~5~2~08 03:20:03 PM Jean R!berico ec Fee:$46.00 Doc Fee:0.00 GRRFIELD COUNTY CO GRANTOR. Subject to the foregoing, all of the terms, covenants, and conditions of this Agreement shall be binding upon the successors and assigns of the parties. 11. WAIVER CLAUSE. The failure of either party to enforce, at any time, any of the provisions of this Agreement, or to exercise any option which is herein provided, or to require at any time, performance by the other party of any of the provisions hereof, shall in no way be construed to be a waiver of such provision, nor in any way affect the validity of this Agreement or any part thereof, or the right of a party to thereafter enforce each and every such provision. 12. APPLICABLE LAW. This Agreement and the exhibits hereto shall be governed as to validity, enforcement, construction, effect, and in all other respects, by the law of the State of Colorado, and its courts shall have jurisdiction to enforce this Agreement. 13. ATTORNEYS' FEES. In the event of a default by either party in the performance of its duties, the court with the proper jurisdiction to resolve the dispute shall award reasonable attorney fees and costs to the successful party or in such other manner as the court deems appropriate. 14. NOTICES. Any notices required or permitted under this Agreement shall be given in writing. The notice shall be served either personally or by registered or certified mail with return receipt requested. Service shall be effective when received. All notices hereunder shall be directed to the addresses set forth below or such substitute address or addresses as provided to the parties at least thirty (30) days in advance of any notice. Present addresses to which notices shall be sent in accordance with the provisions of this section are: GRANTOR: Chevron Shale Oil Company Attn: Manager, Shale Oil Development 11111 S. Wilcrest Dr. Houston, TX 77099 GRANTEE: Berry Petroleum Company 950 17th Street Suite 2400 Denver, CO 80202 15. CONFLICT OF INTEREST. No director, employee, or agent of either party will give to or receive from any director, employee, or agent of the other party any commission, fee, rebate, gift, or entertainment of significant cost or ,vaiue in connection with this Agreement. During the term of this Agreement and for 2 years, thereafter, any mutually agreeable representatives authorized by either party may audit the applicable records of the other party solely for the purpose of determining whether there has been compliance with this paragraph. The provisions of this paragraph will survive termination of this Agreement. IN WITNESS WHEREOF, the parties have executed this Agreement as of the day and year first written above. Chevron U.S.A. Inc. By: L • A?. ~•Li, Name: c l:f. ;c;.,i)r Its: Attorney-in-Fact Berry Petroleum Company 7 ~~c~~n~l,~~~~~!,~.~!llr~·llr'ILl+~~·ll 11111 09/15/2008 03:20:03 PM Jean Alberico 8 of 9 Rec Fee:$46.00 Doc Fee:0.00 GRRFIELD COUNTY co STATE OF TEXAS ) ) COUNTY OF HARRIS ) The foregoing instrument was acknowledged before me this -1.i/!:day of October, 2006 by (!. p t°qs k 1e-as Attorney-in-Fact for Chevron U.S.A. Inc. My Commission Expires: ~ -( f · Zpq F' NotaryPublic tJ;:.;~ ~ STATE OF COLORADO t IT~ l't>-1 D COUNTY OF DENVER BILLIE FORREST MY COMMISSION EXPIRES February 18, 2008 The foregoing instrument was acknowlmged before me this u 1-f\ day of October, 2006 by °ll'Ul!e S. Kt-I ~oY' as k.e. 'Pv-e ~ i4oo±-&pt, ... ~f Berry Petroleum Company. My Commission Expires: ______ _ Notary Public _ _,[~-·-i.41,LJ.--=====---------- 8 -• -0 =E u ~ >-,__ z => ~ 0 u 0 ~ -' ~ "- ~ "' :!:: ocr -~(.!) LG> ~ ~~ -o cr .. ~ c~ •"-• ~ ~g EO -=t!a.~ ~:gam -Ill··'<!" :!if'~: -··t')Q) ~~:~ . ..,.ou ~~re~ o.-m •"' _o.,......_ =Glmo .O::ocn ~ :t= ..c :.c >< w GRAP~l~~~,;;.;: .. 1~ FHT CENTERLINE METES AND BOUNDS OF PROPOSED BERRY PETROLEUM COMPANY 100' WIDE NATURAL GAS PIPELINE RIGHT OF WAY SITUATE IN SECTIONS 19, 20, 29, 30, 32, AND 33 TOWNSHIP 5 SOUTH, RANGE 96 WEST AND SECTIONS 1, 12, AND 13, TOWNSHIP 6 SOUTH, RANGE 97 WEST, SIXTH PRINCIPAL MERIDIAN GARFIELD COUNTY, COLORADO GASPIPEO!ILATI<At,1 I cON&TIO!uCT10N ei.i•va~. 1Nc ~ Mt2 ~•1N ai.vc €-11.,,CO &lt>Go~ ~112'·811!>·P1PJ L-,f~ ~~z(,..~;~~~\~ C-----~------~ R!:VISJctl DATE' D!l-U-06 [ OAIT· 00-12-0~ • • PIPELINE EASEMENT AGREEMENT STATEOFCOLORADO § § COUNTY OF GARFIELD § QLS SJ.SJ'(/ d THIS PIPELINE EASEMENT AGREEMENT, made this ~3 day of March, 2007, between Chevron Shale Oil Company, a division of Chevron U.S.A. Inc, a Pennsylvania corporation, with offices at 11111 S. Wilcrest Dr., Houston, Texas 77099, hereinafter referred to as "GRANTOR" and Berry Petroleum Company, a Delaware corporation, with offices at 950 l 71h Street, Suite 2400, Denver, CO 80202, hereinafter referred to as "GRANTEE." WITNESSETH: WHEREAS, GRANTOR is the owner of certain real property in Garfield County, State of Colorado; and WHEREAS, GRANTOR desires to grant and GRANTEE desires to acquire certain rights in a portion of said real property; NOW, THEREFORE, in consideration of the sum of Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the parties agree as follows: 1. GRANT OF EASEMENT. GRANTOR hereby grants to GRANTEE, subject to the terms and conditions hereof, the following easement: A. A non-exclusive pipeline right-of-way in certain parcels situated in Sections 17, T6S-R96W, of the 6'h P.M., Garfield County, Colorado and is more particularly described in Exhibit "A", which is attached to this Agreement. This right-of-way is thirty feet (30') in width, the centerline of said right-of-way being situated directly over the proposed pipeline right-of- way as further detailed in Exhibit "A", for the sole purpose of laying, constructing, operating, ir1specting, maintai.11ing, repaLring, replacL11g, aI1d removing one six inch ( 6") pipeli.11e ( \Vit..li valves, meters, fittings, appliances, and related facilities), for the transportation of natural gas and associated liquids and gases, hereinafter referred to as "the pipeline", over and through the land described in Exhibit "A" hereof, hereinafter referred to as the "Easement Area," in the County of Garfield, State of Colorado. The rights granted herein do not include the right to explore for or produce oil, gas or other minerals, and does not include agricultural, farming, ranching or hunting rights. During the period of initial pipeline construction, GRANTEE shall have the right to use an additional strip of land twenty (20) feet in width along and on either side of the easement and right of way described in this paragraph, except where Grantee's activities will interfere with irrigation ditches, streams, or creeks. If GRANTEE fails to complete construction of its pipeline in the right-of-way granted herein within six ( 6) months from the date of this Agreement, this Agreement will terminate inunediately. GRANTEE shall provide GRANTOR an as built survey of the pipeline as constructed in GRANTOR's Easement within two (2) months of completing construction in GRANTOR's Easement. B. GRANTEE shall have the right of ingress and egress in, on, over, across and through the Easement Area for any and all purposes necessary to the exercise by GRANTEE of the rights and right-of-ways granted herein. -• 1111 W.i.~:fr1M.MI~ PW.I~~ llX~~~~.IAA~·I 11111 Reception~: 762876 02/09/2009 02:46:43 PM Jean Rlberico 2 of 8 Rec Fee:$41.00 Doc Fee:0.00 GRRFIELD COUNTY CO C. GRANTOR reserves the right for itself or its assignees to explore for, nrine, and remove oil shale, oil and gas, ores and other nrinerals in, on or under the Easement Area. D. This Agreement is made subject to all existing easements, rights-of-way, licenses, leases and other agreements affecting the surface or subsurface of the Easement Area and GRANTOR further reserves the right to grant other easements to third parties to cross over or under this easement and right-of ways. GRANTEE is responsible for obtaining any necessary third party consents prior to conducting activities on the Easement Area pursuant to this Agreement. E. GRANTOR makes no warranties or representations concerning the title to the Easement Area. 2. COVENANT THAT OPERATION OF EASEMENT NOT INTERFERE WITH SERVIENT TENEMENT. A. GRANTEE agrees to maintain and operate the easement herein granted in such manner that the operation thereof will in no way hinder or prevent the use and enjoyment of GRANTOR' s adjoining property, including use thereof for exploration, mining, oil shale development, oil and gas development, farming, ranching and land development. B. GRANTEE shall have no right to locate any permanent surface installation on any part of the Easement Area without the prior written approval of GRANTOR, which approval is separate from and in addition to any rig.lits granted in tliis Pipelin_e Easement ~A.greement. C. GRANTEE agrees to remove top-soil from the Easement Area separately from other material removed by GRANTEE in connection with its activities on the Easement Area, and to replace such topsoil on completion of any such activity. GRANTEE further agrees to insure that the Easement Area shall be left free of any large stones, holes, or piles of dirt which would interfere with fanning, ranching and/or other operations thereon. All stones, brush and debris uncovered on, removed from or deposited on GRANTO R's lands as the result of activities permitted hereunder shall be disposed of at GRANTOR's direction. Except as otherwise provided herein, all areas disturbed as the result of activities permitted hereunder, within three months of installing pipe into the Easement shall be reclaimed to original condition or as near thereto as practicable, which shall include reseeding with seed mixes approved by GRANTOR or GRANTOR's agricultural lessee(s). GRANTEE shall continue to reseed and cultivate until successfully reestablishing self sustaining vegetation. Reseeded areas shall be properly mulched except in pastures and hay fields. GRANTEE shall spray all areas affected by construction to control noxious weeds for a period of no less than three growing seasons following the installation of pipe. D. GRANTEE agrees to replace or rebuild, to the satisfaction of GRANTOR, any and all parts of any road or any drainage or irrigation system or other improvement that may be damaged in connection with GRANTEE's activities conducted pursuant to this Agreement. Upon completion of any pipeline construction, replacement, substitution, relocation, or removal activities permitted hereunder, GRANTEE shall grade all permanent roads on GRANTOR's lands which were used in connection with said activities. E. GRANTEE shall have the right to cross fences on the adjoining property of GRANTOR whenever such crossing shall be reasonably necessary in conducting activities permitted under this Agreement. GRANTEE shall maintain a proper enclosure at all times and shall restore such fences to a condition equal to or better than their condition prior to such crossing as promptly as possible provided, however, that GRANTEE shall not be responsible for a lack of proper enclosure or for restoration of fencing if caused by someone other than GRANTEE, its employees, agents, contractors, subcontractors, or invitees. F. GRANTOR reserves the right to fence the whole or any part of the boundaries of the right-of-way, and the right to build fences crossing such easement. G. GRANTEE shall bury its pipeline and subsurface facilities to provide a nrinimum of thirty-six (36) inches between the top of the pipeline and facilities and the ground level except 2 -1111 Ml".i. ~:n1M,~~,l~l~l+~~l.P~~ hr.ll.~1 1 11111 Reception#: 762876 02/09/2009 02:46:43 PM Jean Alberico 3 of 8 Rec Fee:$41.00 Doc Fee:0.00 GARFIELD COUNTY CO • in those areas where rock is enconntered that would otherwise require blasting, in which case, the facilities shall be buried a minimum of eighteen ( 18) inches below the gronnd surface. H. Except as otherwise provided herein, GRANTEE shall properly backfill and compact disturbed gronnd, excavated pipeline trenches, and other excavations in connection with its activities on the Easement Area. Compaction of disturbed areas in hay fields and pastures shall be accomplished using hydro-compaction methods followed by replacement of topsoil, free of stones and other debris. Immediately upon completion of any activity performed nnder this Agreement, GRANTEE shall repair damage to open irrigation and drainage ditches by using proper mechanical ditch channel compaction methods and by reestablishing pre-disturbance grades and flowlines. All culverts and buried irrigation system pipelines damaged by the activities permitted herennder shall be replaced by GRANTEE immediately upon completion of the activity. I. GRANTEE shall have the ongoing responsibility of assuring that irrigation systems damaged by the activities permitted herennder are restored to their proper operating condition and that areas of settling and slumping in GRANTO R's fields and pastures, caused by the activities permitted herennder, are permanently restored to field grade. J. Except as otherwise provided herein, GRANTEE shall maintain current as-built drawings for the pipeline and all of its surface and subsurface facilities located within the Easement Area and shall provide GRANTOR with copies of such drawings each time they are updated. K. GRANTEE shall take all necessary precautions, in conducting its activities nnder this Agreement, to prevent brush and grass fires. 3. TERM OF AGREEMENT. Unless terminated or canceled prior thereto in the manner provided for herein, the term of this Agreement shall be a period of one (1) year from the effective date hereof, and shall continue so long as GRANTEE continues to use and maintain the pipeline and associated facilities in the Easement Area without interruption for more than one hnndred eighty (180) consecutive days, at which time GRANTOR will have the option of terminating this Agreement as provided in Paragraph 9B. 4. PAYMENTS. GRANTEE shall pay to GRANTOR a payment in the amonnt of five hnndred dollars ($500) upon execution of this agreement. An annual payment, as hereinafter described, shall be made by GRANTEE to GRANTOR on or before each anniversary date of this Agreement, at the address first set forth below in this Section 4. The first of such annual payments shall be in the amonnt of five hnndred twenty five dollars ($525). Said annual payment shall thereafter increase by Five percent (5%) each year. No payment shall be deemed made by GRANTEE nnder this Agreement nntil the correct amonnt due is actually received by GRANTOR. All payments to GRANTOR herennder shall be made by GRANTEE's check, mailed postage prepaid, to GRANTOR at Chevron Shale Oil Company, P.O. Box 840659, Dallas, TX 75284-0659, which shall continue as the depository for payments herennder regardless of changes in ownership of the Easement Area, nntil such time as Grantee is notified, in writing, of a change of corporate name, identity and/or address of GRANTOR. Said payment shall reference this Agreement's QLS number as fonnd at the top of page one of this Agreement. 5. USE OF EASEMENT AREA. A. All activities permitted nnder this Agreement shall be performed and conducted in a careful, safe, and workmanlike manner, and in such manner as will not interfere with GRANTOR's and GRANTOR's lessees', licensees', and permitees' exploration, mining, oil shale, oil and gas, farming, ranching, land development and/or other operations on other lands in the vicinity of the Easement Area. Prior to exercising any rights granted herennder, GRANTEE shall give notice of GRANTEE's planned construction activities to all persons holding any rights, licenses, permits, easements or leases to use the surface of the Easement Area and lands used for access thereto. 1111 Ml".i. ':.i1M,r.ti!l~,IW lnl"W~~Mt lr'N:l ~1 <1. 11111 • Reception#: 762876 02/0912009 02:46:43 PM Jean Rlberico 4 of 8 Rec Fee:$41.00 Doc Fee:0.00 GRRFIELD COUNTY CO B. All activities permitted pursuant to this Agreement shall be performed by or under the direction of GRANTEE, and GRANTEE shall not permit, unless otherwise authorized by GRANTOR, public easements, public facilities, or public roads over or under the Easement Area. C. GRANTEE shall keep the pipeline and associated facilities in a good and safe condition and, after doing any work which disturbs the surface of the Easement Area, GRANTEE shall restore the surface of the Easement Area to as good a condition as existed prior to such work. D. Notwithstanding that GRANTEE may have obtained GRANTOR's approval under this Agreement to make various uses of the Easement Area, GRANTEE's operations shall be subordinate to GRANTOR's right to conduct shale oil operations on the Easement Area at any time in the future. If GRANTOR determines in its reasonable discretion that GRANTEE's operations will interfere with GRANTOR's shale oil operations, GRANTEE agrees to change, cease or relocate its operations in order to eliminate the interference. Costs incurred prior to January 1, 2018 in connection with the relocation of GRANTEE's pipeline, valve terminals, gathering systems and other related facilities in order to eliminate interference shall be borne by GRANTOR. Effective January 1, 2018 and thereafter, GRANTEE agrees to change, cease or relocate its operations at its sole risk and cost, in order to eliminate any interference and GRANTOR shall have no obligation to compensate GRANTEE for lost production or for the costs and expenses of relocating or ceasing operations resulting from such elimination of interference. 6. INDEMNIFICATION. GRANTEE AGREES TO PROTECT, DEFEND, INDEMNIFY AND HOLD GRANTOR AND ALL OF GRANTOR'S AFFILIATED AND PARENT AND SUBSIDIARY COMPANIES, JOINT VENTURERS AND PARTNERS, AND ALL OF THE AFORESAID ENTITIES' OFFICERS, DIRECTORS, SHAREHOLDERS, EMPLOYEES, AGENTS, INVITEES AND INSURERS ("INDEMNITEES") HARMLESS, FROM AND AGAINST ANY AND ALL LIABILITY, LOSS, DAMAGE, INJURY, COSTS (INCLUDING ATTORNEY FEES), EXPENSES, FINES, CLAIMS, DEMANDS AND CAUSES OF ACTION ARISING OUT OF, OR IN ANY WAY CONNECTED WITH GRANTEE'S ACTIVITIES OR OPERATIONS UNDER THIS AGREEMENT, FOR INJURY TO OR ILLNESS OR DEATH OF ANY PERSON (INCLUDING BUT NOT LIMITED TO AN INDEMNITEE OR AN EMPLOYEE OR AGENT OF GRANTEE OR GRANTEE'S CONTRACTORS OR SUBCONTRACTORS OR ANY THIRD PARTY) OR FOR LOSS OF OR DAMAGE TO PROPERTY (INCLUDING BUT NOT LIMITED TO PROPERTY OF INDEMNITEES, GRANTEE, GRANTEE'S CONTRACTORS OR SUBCONTRACTORS OR ANY THIRD PARTY) OR FOR VIOLATION OF ANY FEDERAL, STATE OR LOCAL LAWS, RULES, REGULATIONS, AND ORDERS INCLUDING BUT NOT LIMITED TO CERCLA AND RCRA. SUCH INDEMNITY SHALL APPLY EVEN IN THE EVENT OF AN INDEMNITEE'S OWN NEGLIGENCE. WHETHER SUCH NEGLIGENCE IS SOLE. COMPARATIVE. CONTRIBUTORY. CONCURRENT. ACTIVE. OR PASSIVE. AND REGARDLESS OF WHETHER LIABILITY WITHOUT FAULT IS IMPOSED OR SOUGHT TO BE IMPOSED ON ONE OR MORE OF THE INDEMNITEES. THIS INDEMNITY SHALL NOT APPLY TO THE EXTENT THAT IT IS VOID OR OTHERWISE UNENFORCEABLE UNDER APPLICABLE LAW. 7. GRANTEE INSURANCE REQUIREMENT. Without in any way limiting GRANTEE's liability under this Agreement, GRANTEE shall maintain, during the term of this Agreement, the following insurance with companies and on terms satisfactory to GRANTOR: A. Worker's Compensation and Employers' Liability Insurance as prescribed by applicable law. The limit of liability for Employers' Liability Insurance shall not be less than $1,000,000 per occurrence. B. Comprehensive or Commercial General Liability Insurance (Bodily Injury and Property Damage), including the following supplementary coverages: Contractual Liability to cover liability assumed by GRANTEE under this Agreement; Product and Completed Operations Liability Insurance; Broad Form Property Damage Liability 4 ... 1111 Mi".i.~1r1M,Ml~.ri¥~,llll.INl'f.~(i.~~!K~ ~11111111 Reeept.iontt: 762876 . 02/09/2009 02:46:43 PMD JeaFn 00lb.e00r1g~RFIELD COUNTY CO 5 of B Rec Fee:$41.00 oc ee. • Insurance; and coverage for Explosion, Collapse and Underground Hazards. The limit of liability for such insurance shall not be less than $1,000,000 per occurrence. C. Automobile Bodily Injury and Property Damage Liability Insurance. Such insurance shall extend to owned, non-owned and hired automobiles used in the performance of this Agreement. The limits of liability of such insurance shall not be less than $1,000,000 per person/ $1,000,000 per occurrence for bodily injury and $1,000,000 per occurrence for property damage. The insurance specified in this Section Seven shall contain a waiver of subrogation in favor of Indemnitees, and shall name GRANTOR as an additional insured with respect to the activities performed pursuant to this Agreement. In addition, said insurance shall include a requirement that the insurer provide GRANTOR with 30-days' written notice prior to the effective date of any cancellation or material change of the insurance. PRIOR TO HAVING ANY RIGHT TO ACCESS THE LANDS SUBJECT HERETO OR EXERCISING ANY OF THE RIGHTS GRANTED IN TIDS AGREEMENT, GRANTEE MUST FURNISH GRANTOR WITH COPIES OF THE INSURANCE POLICIES OR CERTIFICATES OF SAID INSURANCE PROVIDING THE COVERAGES AND ENDORSEMENTS REQUIRED HEREIN. All insurance policies or certificates of insurance provided to GRANTOR shall be in a form acceptable to GRANTOR, shall reference this Agreement's QLS number as found at the top of page one of this Agreement and shall be pro"ided to GP~l\ffOR prior to GP,,,Ai_~TEE exercising any of the rights granted herein. 8. TAXES, LIENS AND ENCUMBRANCES. GRANTEE agrees to pay promptly and before delinquency all taxes and assessments levied or assessed upon or against the Easement Area during the term hereof, by reason of, or resulting from GRANTEE's activities under this Agreement in relation to the pipeline and associated facilities, and to reimburse GRANTOR for any increase in taxes paid by GRANTOR resulting from the value of such pipeline and associated facilities, whether or not separately assessed. GRANTEE shall pay all taxes levied or assessed upon or against GRANTEE's pipeline and associated facilities and operations on the Easement Area. 9. TERMINATION. A. In the event of any default by GRANTEE in its obligations hereunder, GR_A_NTOR_ may deliver to GR_A_NTEE written notice specifying t.h.e default. If t.he default remains uncorrected for a period of thirty (30) days after delivery of the notice, this Agreement shall then terminate subject to the provisions herein concerning site reclamation and facility removal and subject to liabilities accrued prior to termination. GRANTOR'S right to terminate this Agreement when GRANTEE has not corrected a default within thirty (30) days, shall be a continuing right of GRANTOR for the life of this Agreement. If this Agreement is terminated under this provision, said termination shall be effective the date the notice of same is placed in the mail addressed to GRANTEE. B. If, at any time after GRANTEE begins construction of the pipeline, GRANTEE fails to use the Easement Area or any part thereof for the purposes provided hereunder for more than one hundred eighty (180) consecutive days, GRANTOR may terminate this Agreement as to those parts of the Easement Area no longer used as above, by written notice to GRANTEE, subject to the provisions herein concerning site reclamation and facility removal and subject to liabilities accrued prior to termination. At such time as GRANTEE has reached the one hundred and eighty (180) day threshold, GRANTEE must deliver notice of the nonuse to GRANTOR within one(!) month of said threshold date. IfGRANTEE fails to deliver said notice ofnonuse to GRANTOR within the specified one (I) month time period, then this Agreement shall automatically terminate. C. Upon any termination of this Agreement as to all or any part of the Easement Area, and unless otherwise approved by GRANTOR, GRANTEE shall dig up and remove its pipeline and associated facilities. GRANTEE shall have a period of six ( 6) months from and .. • 1111Ml".i.~:r,1M.M'~1.11.l~i ~~~~HIT.l~.~·I 11111 Reception#: 762876 02/09/2009 02:46:43 PM Jean Alberico 6 of 8 Rec Fee:$41.00 Doc Fee:0.00 GARFIELD COUNTY CO after the effective date of temlination in which to remove the pipeline and all of its associated facilities from the Easement Area or from the part thereof as to which the tennination applies. Upon such removal, GRANTEE shall place the Easement Area in a neat, safe and orderly condition. D. Upon temlination of the rights herein given, GRANTEE shall execute and deliver to GRANTOR, within thirty (30) days after written demand therefore, a good and sufficient quit claim deed to all interest of GRANTEE in the Easement Area so temlinated. Should GRANTEE fail or refuse to deliver to GRANTOR such quit claim deed, or if GRANTOR after a good faith effort to locate GRANTEE is unable to locate GRANTEE, then a written notice by GRANTOR, duly recorded, reciting the failure or refusal of GRANTEE to execute and deliver said quit claim deed, or inability to locate GRANTEE, as herein provided, shall after ten ( 10) days from the date of recordation of said notice, be conclusive evidence against GRANTEE and all persons claiming under GRANTEE of the tennination of this Agreement or a portion thereof and all interest of GRANTEE hereunder as to that portion, subject to GRANTEE's obligation to remove its property within six ( 6) months of such temlination. E. Tennination shall not operate to extinguish any obligations of GRANTEE which have accrued at the time of tennination, or which accrue hereunder upon temlination. 10. TRANSFER OF INTEREST. The rights granted to GRANTEE under this Agreement shall not be assigned or otherwise transferred without the prior written consent of GRANTOR. Subject to the foregoing, all of the terms, covenants, and conditions of this .A~greement shall be bindi.11g upon the successors and assigns of the pa..rties. 11. WAIVER CLAUSE. The failure of either party to enforce, at any time, any of the provisions of this Agreement, or to exercise any option which is herein provided, or to require at any time, performance by the other party of any of the provisions hereof, shall in no way be construed to be a waiver of such provision, nor in any way affect the validity of this Agreement or any part thereof, or the right of a party to thereafter enforce each and every such provision. 12. APPLICABLE LAW. This Agreement and the exhibits hereto shall be governed as to validity, enforcement, construction, effect, and in all other respects, by the law of the State of Colorado, and its courts shall have jurisdiction to enforce this Agreement. 13. ATTORNEYS' FEES. In the event of a default by either party in the performance of its duties, the court with the proper jurisdiction to resolve the dispute shall award reasonable attorney fees and costs to the successful party or in such other manner as the court deems appropriate. 14. NOTICES. Any notices required or pennitted under this Agreement shall be given in writing. The notice shall be served either personally or by registered or certified mail with return receipt requested. Service shall be effective when received. Aii notices hereunder shall be directed to the addresses set forth below or such substitute address or addresses as provided to the parties at least thirty (30) days in advance of any notice. Present addresses to which notices shall be sent in accordance with the provisions of this section are: GRANTOR: Chevron Shale Oil Company Attn: Manager, Shale Oil Development 11111 S. Wiler est Dr. Houston, TX 77099 GRANTEE: Berry Petroleum Company 950 I 7'" Street Suite 2400 Denver, CO 80202 15. CONFLICT OF INTEREST. No director, employee, or agent of either party will give to or receive from any director, employee, or agent of the other party any commission, fee, 6 ~-----------------------------·· .. ··-···-·-- ~ 1111 Wli".i. ~:rr1M.1''9H li!.1¥\i ~~r,~~l.«~ll.~·Y. 11111 :i1~~~~J:gn~; :l~:24~7 ~M Jean Alberico 7 of 8 Rec Fee:$41.00 Doc Fee:0.00 Gl=IRFIELD COUNTY CO • rebate, gift, or entertainment of significant cost or value in connection with this Agreement. During the term of this Agreement and for 2 years, thereafter, any mutually agreeable representatives authorized by either party may audit the applicable records of the other party solely for the purpose of determining whether there has been compliance with this paragraph. The provisions of this paragraph will survive termination of this Agreement. IN WITNESS WHEREOF, the parties have executed this Agreement as of the day and year first written above. Chevron Shale Oil Company, a division of Chevron U.S.A. Inc . .73 'L, ~~e: 5:1· h~' Its: Attorney-in-Fact STATE OF TEXAS § § COUNTY OF HARRIS § Berry Petroleum Company The foregoing instrument was acknowledged before me this .2.iC_~ay of March, 2007 by C. b &i 5 JJ/t. as Attorney-in-Fact for Chevron U.S.A. Inc. My Commission Expires: 9 -?IJ-.l/JtJJl NotaryPublic ~~ STATE OF &loVC<..clo § t 11'1 AMb § COUNTY OFbnl)e£ § ELAINE J. GRABER Notary Public, State of Texas My Commission Expires September 30, 2008 . . ,. . rd-0 r):te foregowg u~strument was acknowledged be1ore me this _LJJ_ day of March, 2007 by DOA\. \'.-t-Vllli.YS9-r-i as I/ 1 c.e-Pv0vici.01t.l-f'rawdlvf\ of Berry Petroleum Company. My Commission Expires: -~---~- Notary Public .. t'1w,%(1~~ 1111 Ml".i.~:n1M,l'i'J~l~'.Wilil,~~·11~:~~'~'l II Ill Reception«: 762876 02/09/2009 02:46:43 PM Jean Alberico 8 of 8 Rec Fee:$41.00 Doc Fee:0.00 GARFIELD COUNTY CO ,· -_ ... • r ,. • ---- £ t -· 1: ;g !. ~ • .. . '\..-. - l·. . . . ,.,... .. -..'""" .. - r ----· )( I $ JP- -''\ • • PIPELINE EASEMENT AGREEMENT ST ATE OF COLORADO COUNTY OF GARFIELD THIS PIPELINE EASEMENT AGREEMENT, made this l.O~day of November, 2006, between Chevron Shale Oil Company, a division of Chevron U.S.A. Inc, a Pennsylvania corporation, with offices at 11111 S. Wilcrest Dr., Houston, Texas 77099, hereinafter referred to as ''GRANTOR" and Berry Petroleum Company, a Delaware corporation, with offices at 950 I 71h Street, Suite 2400, Denver, CO 80202, hereinafter referred to as "GRANTEE." WITNESSETH: WHEREAS, GRANTOR is the owner of certain real property in Garfield County, State of Colorado; and WHEREAS, GRANTOR desires to grant and GRANTEE desires to acquire certain rights in a portion of said real property; NOW, THEREFORE, in consideration of the sum of Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the parties agree as follows: I. GRANT OF EASEMENT. GRANTOR hereby grants to GRANTEE, subject to the terms and conditions hereof, the following easement: A. A non-exclusive pipeline right-of-way in certain parcels situated in Section 19, 20, 29, 30. T5S-R96W, Section 18. T6S-R96W, and Section 13, T6S-R97W, of the 6'h P.M., Garfield County, Colorado and is more particularly described in Exhibit "A", which is attached to this Agreement. This right-of-way is thirty feet (30') in width, the centerline of said right-of- way being situated directly over the proposed pipeline right-of-way as further detailed in Exhibit "A", for the soie purpose of iaying, constructing, operating, inspecting, maintaining, repairing, replacing, and removing one twelve (12) inch pipeline, one eight (8) inch pipeline, and one six (6) inch pipeline (with valves, meters, fittings, appliances, and related facilities), for the transportation of natural gas and associated liquids and gases, hereinafter referred to as ''the pipeline", over and through the land described in Exhibit "A" hereof, hereinafter referred to as the "Easement Area," in the County of Garfield, State of Colorado. The rights granted herein do not include the right to explore for or produce oil, gas or other minerals, and does not include agricultural, farming, ranching or hunting rights. During the period of initial pipeline construction, GRANTEE shall have the right to use an additional strip of land twenty five (25) feet in width along and on either side of the easement and right of way described in this paragraph, except where Grantee's activities will interfere with irrigation ditches, streams, or creeks. GRANTEE shall provide GRANTOR an as built survey of the pipeline as constructed in GRANTOR's Easement within two (2) months of completing construction in GRAo"JTOR's Easement. B. GRANTEE shall have the right of ingress and egress in, on, over, across and through the Easement Area for any and all purposes necessary to the exercise by GRANTEE of the 1ights and right-of-ways granted herein. C. GRANTOR reserves the right for itself or its assignees to explore for, mine, and remove oil shale, oil and gas, ores and other minerals in, on or under the Easement Area. I ' j • • 1111 W.i.1'1,11~11.M!I arir.lll'il ~r.lllrltl-1~1'~~.~·111111 Reception~: 763310 02/17/2009 03:53 15 PM Jean Alberico 2 of 8 Rec Fe1e:$41 00 Doc Fee 0_00 GRRFIELD COUNTY CO D. This Agreement is made subject to all existing easements, rights-of-way, licenses, leases and other agreements affecting the surface or subsurface of the Easement Area and GRANTOR further reserves the right to grant other easements to third parties to cross over or under this easement and right-of ways. GRANTEE is responsible for obtaining any necessary third party consents prior to conducting activities on the Easement Area pursuant to this Agreement. E. GRANTOR makes no warranties or representations concerning the title to the Easement Area. 2. COVENANT THAT OPERATION OF EASEMENT NOT INTERFERE WITH SERVIENT TENEMENT. A. GRANTEE agrees to maintain and operate the easement herein granted in such manner that the operation thereof will in no way hinder or prevent the use and enjoyment of GRANTOR"s adjoining property, including use thereof for exploration, mining, oil shale development, oil and gas development, farming, ranching and land development. B. GRANTEE shall have no right to locate any permanent surface installation on any part of the Easement Area without the prior written approval of GRANTOR, which approval is separate from and in addition to any rights granted in this Pipeline Easement Agreement. C. GRANTEE agrees to remove top-soii from the Easement Area separately from other material removed by GRANTEE in connection with its activities on the Easement Area, and to replace such topsoil on completion of any such activity. GRANTEE further agrees to insure that the Easement Area shall be left free of any large stones, holes, or piles of dirt which would interfere with farming, ranching and/or other operations thereon. All stones, brush and debris uncovered on, removed from or deposited on GRANTO R's lands as the result of activities permitted hereunder shall be disposed of at GRANTOR's direction. Except as otherwise provided herein, all areas disturbed as the result of activities permitted hereunder, within three months of installing pipe into the Easement shall be reclaimed to original condition or as near thereto as practicable, which shall include reseeding with seed mixes approved by GRANTOR or GRANTOR's agricultural lessee(s). GRANTEE shall continue to reseed and cultivate until successfully reestablishing self sustaining vegetation. Reseeded areas shall be properly mulched except in pastures and hay fields. GRANTEE shall spray all areas affected by construction to control noxious weeds for a period of no less than three growing seasons following the installation of pipe. D. GRANTEE agrees to replace or rebuild, to the satisfaction of GRANTOR, any and all parts of any road or any drainage or irrigation system or other improvement that may be damaged in connection with GRANTEE's activities conducted pursuant to this Agreement. Upon completion of any pipeline construction, replacement, substitution, relocation, or removal activities permitted hereunder, GRANTEE shall grade all permanent roads on GRANTOR's lands which were used in connection with said activities. E. GRANTEE shall have the right to cross fences on the adjoining property of GRANTOR whenever such crossing shall be reasonably necessary in conducting activities permitted under this Agreement. GRANTEE shall maintain a proper enclosure at all times and shall restore such fences to a condition equal to or better than their condition prior to such crossing as promptly as possible provided, however, that GRA.t"\!TEE shall not be responsible for a lack of proper enclosure or for restoration of fencing if caused by someone other than GRANTEE, its employees, agents, contractors, subcontractors, or invitees. F. GRANTOR reserves the right to fence the whole or any part of the boundaries of the right-of-way, and the right to build fences crossing such easement. G. GRANTEE shall bury its pipeline and subsurface facilities to provide a minimum of thirty-six ( 36) inches between the top of the pipeline and facilities and the ground level except in those areas where rock is encountered that would otherwise require blasting, in which case, the facilities shall be buried a minimum of eighteen ( 18) inches below the ground surface. • • 1111 ~-.1'1,11~11,rt'\l.ll.!i!.ltiN 1-11':~·:111~'!,ff,\'!lli.~"~ ll ll l Reception~: 763310 ~2~i7~2~~~ ~;~5 i 4 ~5 0 ~MDo~e~~e~6b~~igARFIELD COUNTY CO H. Except as otherwise provided herein, GRANTEE shall properly backfill and compact disturbed ground, excavated pipeline trenches, and other excavations in connection with its activities on the Easement Area. Compaction of disturbed areas in hay fields and pastures shall be accomplished using hydro-compaction methods followed by replacement of topsoil, free of stones and other debris. Immediately upon completion of any activity performed under this Agreement, GRANTEE shall repair damage to open irrigation and drainage ditches by using proper mechanical ditch channel compaction methods and by reestablishing pre-disturbance grades and flowlines. All culverts and buried irrigation system pipelines damaged by the activities pennitted hereunder shall be replaced by GRANTEE immediately upon completion of the activity. I. GRANTEE shall have the ongoing responsibility of assuring that irrigation systems damaged by the activities permitted hereunder are restored to their proper operating condition and that areas of settling and slumping in GRANTOR's fields and pastures, caused by the activities permitted hereunder, are permanently restored to field grade. J. Except as otherwise provided herein, GRANTEE shall maintain current as-built drawings for the pipeline and all of its surface and subsurface facilities located within the Easement Area and shall provide GRANTOR with copies of such drawings each time they are updated. K. GRANTEE shall take all necessary precautions, in conducting its activities under this Agreement, to prevent brush and grass fires. 3. TERM OF AGREEMENT. Unless terminated or canceled prior thereto in the manner provided for herein, the term of this Agreement shall be a period of one ( 1) year from the effective date hereof, and shall continue so long as GRANTEE continues to use and maintain the pipeline and associated facilities in the Easement Area without intenuption for more than one hundred eighty (180) consecutive days, at which time GRANTOR will have the option of terminating this Agreement as provided in Paragraph 98. 4. PAYMENTS. GRANTEE shall pay to GRANTORapayment in the amount of three thousand ($3000) dollars upon execution of this agreement. An annual payment, as hereinafter described, shall be made by GRANTEE to GRANTOR on or before each anniversary date of this Agreement, at the address first set forth below in this Section 4. The first of such annual payments shall be in the amount of three thousand one hundred and fifty ($3150) dollars. Said annual payment shall thereafter increase by Five percent ( 5%) each year. No payment shall be deemed made by GRANTEE under this Agreement until the correct amount due is actually received by GRANTOR. All payments to GRANTOR hereunder shall be made by GRANTEE's check, mailed postage prepaid, to GRANTOR at Chevron Shale Oil Company, P.O. Box 840659, Dallas, TX 75284-0659, which shall continue as the depository for payments hereunder regardless of changes in ownership of the Easement Area, until such time as Grantee is notified, in writing, of a change of corporate name, identity and/or address of GRANTOR. Said payment shall reference this Agreement's QLS as found at the top of page one of this Agreement. 5. USE OF EASEMENT AREA. A. All activities permitted under this Agreement shall be performed and conducted in a careful, safe, and workmanlike manner, and in such manner as will not interfere with GRANTO R's and GRANTOR's lessees', licensees', and permitees' exploration, mining, oil shale, oil and gas, farming, ranching, land development and/or other operations on other lands in the vicinity of the Easement Area. Prior to exercising any rights granted hereunder, GRANTEE shall give notice of GRANTEE's planned construction activities to all persons holding any rights, licenses, permits, easements or leases to use the surface of the Easement Area and lands used for access thereto. B. All activities permitted pursuant to this Agreement shall be performed by or under the direction of GRANTEE, and GRANTEE shall not permit, unless otherwise authorized by • • 1111 W.i. l'i,11~11,M 1 •.~~, l¥,,l+.l\::+!(lrll~IWllll. ~,~ 11111 Reception~: 763310 02/1712009 03·53:15 PM ,Jean Alberico 4 of 8 Rec Fee:$41.00 Doc Fee 0.00 GARFIELD COUNTY CO GRANTUK, public easements, public racrnties, or public roads over or under the Easement Area. C. GRANTEE shall keep the pipeline and associated facilities in a good and safe condition and, after doing any work which disturbs the surface of the Easement Area, GRANTEE shall restore the surface of the Easement Area to as good a condition as existed prior to such work. D. Notwithstanding that GRANTEE may have obtained GRANTOR's approval under this Agreement to make various uses of the Easement Area, GRANTEE's operations shall be subordinate to GRANTOR's right to conduct shale oil operations on the Easement Area at any time in the future. If GRANTOR determines in its reasonable discretion that GRANTEE's operations will interfere with GRANTOR's shale oil operations, GRANTEE agrees to change, cease or relocate its operations in order to eliminate the interference. Costs incurred prior to January 1, 2018 in connection with the relocation of GRANTEE's pipeline, valve terminals, gathering systems and other related facilities in order to eliminate interference shall be borne by GRANTOR. Effective January 1, 2018 and thereafter, GRANTEE agrees to change, cease or relocate its operations at its sole risk and cost, in order to eliminate any interference and GRANTOR shall have no obligation to compensate GRANTEE for lost production or for the costs and expenses of relocating or ceasing operations resulting from such elimination of interference. 6. INDEMNIFICATION. GRANTEE AGREES TO PROTECT, DEFEND, INDEMNIFY AND HOLD GRANTOR AND ALL OF GRANTOR'S AFFILIATED AND PARENT AND SUBSIDIARY COMPANIES, JOINT VENTURERS AND PARTNERS, AND ALL OF THE AFORESAID ENTITIES' OFFICERS, DIRECTORS, SHAREHOLDERS, EMPLOYEES, AGENTS, INVITEES AND INSURERS ("INDEMNITEES") HARMLESS, FROM AND AGAINST ANY AND ALL LIABILITY, LOSS, DAMAGE, INJURY, COSTS (INCLUDING ATTORNEY FEES), EXPENSES, FINES, CLAIMS, DEMANDS AND CAUSES OF ACTION ARISING OUT OF, OR IN ANY WAY CONNECTED WITH GRANTEE'S ACTIVITIES OR OPERATIONS UNDER THIS AGREEMENT, FOR INJURY TO OR ILLNESS OR DEATH OF ANY PERSON (INCLUDING BUT NOT LIMITED TO AN INDEMNITEE OR AN EMPLOYEE OR AGENT OF GRANTEE OR GRANTEE'S CONTRACTORS OR SUBCONTRACTORS OR ANY TffiRD PARTY) OR FOR LOSS OF OR DAMAGE TO PROPERTY (INCLUDING BUT NOT LIMITED TO PROPERTY OF INDEMNITEES, GRANTEE, GRANTEE'S CONTRACTORS OR SUBCONTRACTORS OR ANY TffiRD PARTY) OR FOR VIOLATION OF ANY FEDERAL, STATE OR LOCAL LAWS, RULES, REGULATIOl".JS, Ai"\lJ> ORDERS Il'".JCLL1DII"".JG BUT l"~OT LI1\1ITED TO CERCLA AND RCRA. SUCH INDEMNITY SHALL APPLY EVEN IN THE EVENT OF AN INDEMNITEE'S OWN NEGLIGENCE. WHETHER SUCH NEGLIGENCE IS SOLE. COMPARATIVE. CONTRIBUTORY, CONCURRENT. ACTIVE. OR PASSIVE, AND REGARDLESS OF WHETHER LIABILITY WITHOUT FAULT IS IMPOSED OR SOUGHT TO BE IMPOSED ON ONE OR MORE OF THE INDEMNITEES. THIS INDEMNITY SHALL NOT APPLY TO THE EXTENT THAT IT IS VOID OR OTHERWISE UNENFORCEABLE UNDER APPLICABLE LAW. 7. GRANTEE INSURANCE REQUIREMENT. Without in any way limiting GRANTEE's liability under this Agreement, GRANTEE shall maintain, during the term of this Agreement, the following insurance with companies and on terms satisfactory to GRANTOR: A. Worker's Compensation and Employers' Liability Insurance as prescribed by applicable law. The limit of liability for Employers' Liability Insurance shall not be less than $1.000,000 per occurrence. B. Comprehensive or Commercial General Liability Insurance (Bodily Injury and Property Damage), including the following supplementary coverages: Contractual Liability to cover liability assumed by GRANTEE under this Agreement; Product and Completed Operations Liability Insurance; Broad Form Property Damage Liability Insurance; and coverage for Explosion, Collapse and Underground Hazards. The limit of liability for such insurance shall not be less than $1,000,000 per occurrence. 4 • • 1111 Ml'.1.1'1'1~~11.~~ rf!i ~L1nr1t1r111 1·:flll':l~ll,.~·111111 Reception~: 763310 02117/2009 C3:53: 15 PM Jean Alberico 5 of 8 Rec Fee:$41 00 Doc Fee.0.00 G~RFIELD COUNTY CO C. Automobile Bodily Injury and Property Damage Liability Insurance. Such insurance shall extend to owned, non-owned and hired automobiles used in the performance of this Agreement. The limits of liability of such insurance shall not be less than $1,000,000 per person/ $1,000,000 per occurrence for bodily injury and $1,000,000 per occurrence for property damage. The insurance specified in this Section Seven shall contain a waiver of subrogation against GRANTOR, and shall name GRANTOR as an additional insured with respect to the activities performed pursuant to this Agreement. In addition, said insurance shall include a requirement that the insurer provide GRANTOR with 30-days' written notice prior to the effective date of any cancellation or material change of the insurance. PRIOR TO HAVING ANY RIGHT TO ACCESS THE LANDS SUBJECT HERETO OR EXERCISING ANY OF THE RIGHTS GRANTED IN THIS AGREEMENT, GRANTEE MUST FURNISH GRANTOR WITH COPIES OF THE INSURANCE POLICIES OR CERTIFICATES OF SAID INSURANCE PROVIDING THE COVERAGES AND ENDORSEMENTS REQUIRED HEREIN. All insurance policies or certificates of insurance provided to GRANTOR shall be in a form acceptable to GRANTOR, shall reference this Agreement's QLS number as found at the top of page one of this Agreement and shall be provided to GRANTOR prior to GRANTEE exercising any of the rights granted herein. 8. TAXES, LIENS AND ENCUMBRANCES. GRANTEE agrees to pay promptly and before delinquency all taxes and assessments levied or assessed upon or against the Easement Area during the term hereof, by reason of, or resulting from GRANTEE's activities under this Agreement in relation to the pipeline and associated facilities, and to reimburse GRANTOR for any increase in taxes paid by GRANTOR resulting from the value of such pipeline and associated facilities, whether or not separately assessed. GRANTEE shall pay all taxes levied or assessed upon or against GRANTEE's pipeline and associated facilities and operations on the Easement Area. 9. TERMINATION. A. In the event of any default by GRANTEE in its obligations hereunder, GRANTOR may deliver to GRANTEE written notice specifying the default. If the default remains uncorrected for a period of thirty (30) days after delivery of the notice, this Agreement shall then terminate subject to the provisions herein concerning site reclamation and facility removal and subject to liabilities accrued prior to termination. GRANTOR'S right to terminate this Agreement when GRANTEE has not corrected a default within thirty (30) days, shall be a continuing right of GRANTOR for the life of this Agreement. If this Agreement is terminated under this provision, said termination shall be effective the date the notice of same is placed in the mail addressed to GRANTEE. B. If, at any time after GRANTEE begins construction of the pipeline, GRANTEE fails to use the Easement Area or any part thereof for the purposes provided hereunder for more than one hundred eighty (180) consecutive days, GRANTOR may terminate this Agreement as to those parts of the Easement Area no longer used as above, by written notice to GRANTEE, subject to the provisions herein concerning site reclamation and facility removal and subject to liabilities accrued prior to termination. At such time as GRANTEE has reached the one hundred and eighty ( l 80) day threshold, GRANTEE must deliver notice of the nonuse to GRANTOR within one (I) month of said threshold date. If GRANTEE fails to deliver said notice of nonuse to GRANTOR within the specified one (I) month time period, then this Agreement shall automatically terminate. C. Upon any termination of this Agreement as to all or any part of the Easement Area, and unless otherwise approved by GRANTOR, GRANTEE shall dig up and remove its pipeline and associated facilities. GRANTEE shall have a period of six ( 6) months from and after the effective date of termination in which to remove the pipeline and all of its associated facilities from the Easement Area or from the part thereof as to which the termination applies. • • 1111 Wli"o.1'1'11~.11,ro111,~1~ w.,1.~~t.1•~~~11~. ~'" 11111 Reception~: 763310 02117/2009 03:53.15 PM Jean Rlberico 6 of 8 ~ec Fee: $41. 00 Doc Fee· 0. 00 GRRFIELD COUNTY CO Upon such removal, GRANTEE shall place the Easement Area in a neat, safe and orderly condition. D. Upon termination of the rights herein given, GRANTEE shall execute and deliver to GRANTOR, within thirty (30) days after written demand therefore, a good and sufficient quit claim deed to all interest of GRANTEE in the Easement Area so terminated. Should GRANTEE fail or refuse to deliver to GRANTOR such quit claim deed, or if GRANTOR after a good faith effort to locate GRANTEE is unable to locate GRANTEE, then a written notice by GRANTOR, duly recorded, reciting the failure or refusal of GRANTEE to execute and deliver said quit claim deed, or inability to locate GRANTEE, as herein provided, shall after ten (I 0) days from the date of recordation of said notice, be conclusive evidence against GRANTEE and all persons claiming under GRANTEE of the termination of this Agreement or a portion thereof and all interest of GRANTEE hereunder as to that portion, subject to GRANTEE's obligation to remove its property within six ( 6) months of such termination. E. Termination shall not operate to extinguish any obligations of GRANTEE which have accrued at the time of termination, or which accrue hereunder upon termination. 10. TRANSFER OF INTEREST. The rights granted to GRANTEE under this Agreement shall not be assigned or otherwise transferred without the prior written consent of GRANTOR. Subject to the foregoing, all of the terms, covenants, and conditions of this Agreement shall be binding upon the successors and assigns of the parties. 11. W AIV7ER CLAUSE. Tnt: failure of either party to enforce, at any tilne, any of the provisions of this Agreement, or to exercise any option which is herein provided, or to require at any time, performance by the other party of any of the provisions hereof, shall in no way be construed to be a waiver of such provision, nor in any way affect the validity of this Agreement or any part thereof, or the right of a party to thereafter enforce each and every such proVISIOn. 12. APPLICABLE LAW. This Agreement and the exhibits hereto shall be governed as to validity, enforcement, construction, effect, and in all other respects, by the law of the State of Colorado, and its courts shall have jurisdiction to enforce this Agreement. 13. ATTORNEYS' FEES. In the event of a default by either party in the performance of its duties, the court with the proper jurisdiction to resolve the dispute shall award reasonable attorney fees and costs to the successful party or in such other manner as the court deems appropriate. 14. NOTICES. Any notices required or permitted under this Agreement shall be given in writing. The notice shall be served either personally or by registered or certified mail with return receipt requested. Service shall be effective when received. All notices hereunder shall be directed to the addresses set forth below or such substitute address or addresses as provided to the parties at least thirty (30) days in advance of any notice. Present addresses to which notices shall be sent in accordance with the provisions of this section are: GRANTOR: Chevron Shale Oil Company Attn: Manager, Shale Oil Development 11111 S. Wilcrest Dr. Houston, TX 77099 GRANTEE: Beny Petroleum Company 950 l 7'h Street Suite 2400 Denver, CO 80202 15. CONFLICT OF INTEREST. No director, employee, or agent of either party will give to or receive from any director, employee, or agent of the other party any commission, fee, rebate, gift, or entertainment of significant cost or value in connection with this Agreement. During the term of this Agreement and for 2 years, thereafter, any mutually agreeable representatives authorized by either party may audit the applicable records of the other party 6 • • 1111~ .... ,,i,11~11,K\l.nw1~1,1~w1r~·11ir~li.~1 111111 Reception~: 763310 02/17/2009 03 53: 15 PM ,Jean Alberico 7 of 8 Rec FeE!:$41 00 Doc Fee:0.00 GRRFIELD COUNTY CO solely for the purpose ot determmmg wnetner there has been compliance with this paragraph. The provisions of this paragraph will survive termination of this Agreement. fN WITNESS WHEREOF, the parties have executed this Agreement as of the day and year first written above. Chevron U.S.A. Inc. Berry Petroleum Company STATE OF TEXAS COU1'1TY OF HARRiS The foreloing instrument was acknowledged before me this ?LJ-Mday of November, 2006 by Itr er /Jc...h.n _as Attorney-in-Fact for Chevron U.S.A. Inc. I My Commission Expires: Notary Public ~,), J~ STATE OF COLORADO c.. 11'-/ A-.".I b COUNTY OF DENVER JONEU.f FOWW1 MY COMMISSION EXPIRES July 22, 2009 The foregoin&_ instrument was acknowled&_ed before me this J l/1~y of November, 2006 by brutes. JleAsD as Vf.J-Ec/J/()ra...hCY\ ofBerryPetroleum Company. ' My Commission Expires: ;Ii a!j I;-, d-vtJ 7 I PATRICIA FLANIGAN I /1 · . . _ NOTARY PUBLIC . / //'!/ I_,,,, " /,,, /", __ /J.A/\ _ /' ?'. QT.&.~ nli' rn1 nv .&'IV'\ Notary Public j~,,-Ufl'll U' t-(__\ '-::7/{..lfiU ~(.l'----..tl -•• ~ -...,. ~ .... -...,.~ K MyCo!1"~1 ··•~-• -' • •• 15, Zl07 7 <{ -...... 0 ...... :E u ..a ~ -. ..c ~ u >< ==-;: w -t ...... "' ~ R~ :=,,!! :::!: ~ . ~o ~s~~ ---0 ~~~:; -I.Do;<')~ ~,...\{)Qi ~#~~ ~C<JJO --·~~~ ~~~ro .~ == g~o • et:oro ... ~ .,,.-!-' l .L' .i.1 · •. /f .. ~r--.-,----.~-::.;:1-c--t7--o~~~-'c-LL ___ fi· f ~~"' .. -..: .3 I -~ l.f\ 2: --T ~ y,.(~ ~ ~ --::_--t-o'__ 1- lO~ 1000 ~2<XJ o>O GPAP~·,~c,'.i-;~~~~rm ff[~ CENTERLINE METES AND BOUNDS OF PROPOSED BERRY PETROLEUM COMPANY 35' WIDE NATURAL GAS PIPELINE RIGHT OF WAY SIT\IATE IN SECTIONS 19, 20, 29, AND 30 TOWNSHlP 5 SOUTH, RANGE 96 WEST AND SECTIONS 13, TOWNSHIP 6 SOUTH, RANGE 97 WEST, AND SECTION 18, TOWNSHIP 6 SOUTH, RANGE 96 WEST SIXTH PRINCIPAL MERIDIAN, GARFIELD COUNTY, COLORADO ~-o~~lAL LENGlH ry NMlJRAL GAS PIPELINf 6"• CON&TR:UCilON eu!C!v&'r'e. INC . L"IERMS ON CH£V1'0N PROPEfiTY ~ ct!B,615 L> Qc2)12 &\.JNR:ieli Bl.VO. 2 ~~IT~~ ... Lf~<;j~ ~[~~~~~~~~T~IPZ[L~r~.~~~ L.F f>IL. i. co a1ei:.2 3 101AL Li:NG"'il'I (l;o "A1URAL C~~ H'[UN\O 12"• ~1"·&°11b•E>"',5"J LAl[RALS ON CHEVRON PROPERTY ~ ±~.141 L.F 4 THE LENGTH OF PIP[ G11o{N IS A HORrlONl,0.L LENG'~ -____J 7 1111 f/i1 ~ .. ~:~1·l¥:,!fl.~~·r.n~·,~.·'tU•'..:.!M'I H,, 111111 ii.•,·~. 11111 Reception#: 846416 02119/2014 11 22.44 AM Jeari Alberico 1 of 6 Rec Fee $36 00 Doc Fee 0 00 GARFIELD COUNTY CO RIGHT-OF-WAY EASEMENT FOR AND IN CONSIDERATION of the sum of TEN AND N0/100 DOLLARS ($10.00) and other good and valuable consideration, in hand paid to Encana Oil & Gas (USA) Inc., whose mailing address is 370 17tll Street, Suite 1700, Denver, Colorado 80202 (hereinafter referred to as GRANTOR), the receipt and sufficiency of which is hereby acknowledged, GRANTOR hereby grants, sells and conveys to Berry Petroleum Company, whose mailing address is 1999 Broadway Street, Suite 3700, Denver, Colorado 80202, its successors and assigns, (hereinafter referred to as GRANTEE) a non-exclusive and permanent easement (the "Easement"), fifteen (15) feet in width, to lay, locate, construct, maintain, inspect, alter, repair, operate, protect, change the size of, replace, mark, remove and/or abandon in place, one (I) twelve (12) inch pipeline with associated appurtenances, equipment and facilities useful or incidental thereto, including, but not limited to, valves, metering and corrosion control equipment, and any above-ground appurtenances as may be necessary or convenient for the transportation of water through the pipeline, upon and along a route to be selected by GRANTEE on, over, across and through lands owned by GRANTOR, or in which GRANTOR has an interest, situated in Garfield County, State of Colorado, described as follows: Township 5 South, Range 96 West, 6 111 P.M. Section 36: SE1/4SE1/4 Township 5 South, Range 95 West, 6'h P.M. Section 31: Lot 7-8 (Sl/2SW1/4), SW1/4SE1/4 Section 32: SE1/4S\V1/4 Township 6 South, Range 96 West, 6 1h P.M. Section 2: Lot 3-4 (Nl/2NW1/4) Section 3: Lot 1 (NE1/4NE1/4), Lot 2 (NW1/4NE1/4), Lot 3 (NE1/4NW1/4) and being the same land described in that certain Warranty Deed recorded as Document Number 655347 of the Clerk's office of said county, to which reference is made for further description. In addition, during construction, GRANTOR grants to GRANTEE a temporary Easement of up to an additional sixty (60) feet in width for the purpose of enabling GRANTEE to construct the pipeline. After the post-construction cleanup following the pipeline construction, the permanent Easement area shall be limited to a strip fifteen (15) feet wide. The location of the permanent Easement is generally described on Exhibit A, attached hereto and made a part hereof. Exhibit A is not intended to show the final location of the Easement or pipeline as actually constructed; the actual location of the Easement will extend seven and one-half (7 .5) feet on each side of the centerline of the permanent Easement as actually laid. After pipeline construction, GRANTEE shall provide to GRANTOR an as-built survey showing the final location of the Easement or pipeline as actually constructed. GRANTOR reserves and retains the right to use the pipeline installed by GRANTEE in accordance with the terms and conditions of that certain Carry and Earning Agreement dated June 7, 2006 (the "Agreement") by and between Encana Oil & Gas (USA) Inc. and Berry Petroleum Company, as amended by that certain First Amendment of Carry and Earning Agreement executed 1111 ~,1~ .. r~~~'~ MU, D\,,t ~~iii.I 11111:~,,,,.,,r.~1'1 II'\~ W'1 ~,,,,1, 11111 Reception": 846416 02/19f2014 11 22 411 RM Jean Alberico 2 uf 6 Rec Fee $36 00 Due Fee 0 00 GARFIELD COU~JTY t'::O November 9, 2007 (the "First Amendment") and Second Amendment of Carry and Earning Agreement executed January 14, 2011 (the "Second Amendment") (the Agreement, as amended by the First Amendment and Second Amendment, shall be referred to herein as the "Carry and Earning Agreement"). GRANTOR and GRANTEE acknowledge and agree that the pipeline to be constructed pursuant to this Easement shall constitute an Improvement (as such term is defined in the First Amendment); and, in accordance with the First Amendment, GRANTOR and GRANTEE shall (i) be entitled to joint use of pipeline and any facilities contemplated by this Easement and (ii) shall use their reasonable best efforts to accommodate one another's water needs for their drilling schedules. GRANTOR further grants and conveys unto GRANTEE the right of unimpaired ingress and egress on, over, across and through the above-described lands, including other lands owned, leased or claimed by GRANTOR which are adjacent thereto or contiguous therewith, for all purposes necessary or incidental to the exercise of the rights herein granted, with the further right of entry to maintain the Easement herein granted clear of trees, undergrowth, brush, structures, and any other items, to the extent GRANTEE deems necessary in the exercise of the rights granted herein. GRANTEE shall not be liable for damages caused by keeping said Easement clear of trees, undergrowth, brush, structures, or any other obstructions. GRANTEE shall have the right to select, change, and/or alter the Easement through the property above described or alter the route prior to or during construction with the prior written consent of the GRANTOR, which consent shall not be unreasonably withheld, conditioned or delayed. GP"'"'-AJLLl\ITOR shall have t..lie right to use a11d enjoy the above~described premises; provided, hovvever, GRANTOR shall not exercise such use and enjoyment in a manner that will impair or interfere with the exercise by GRANTEE of any of the rights herein granted. GRANTOR shall not change the grade over the pipeline or pipelines constructed hereunder and shall not build, create, construct, or permit to be built, created, or constructed, any obstruction, building, lake, engineering works, or any other type of structure over or on the Easement without prior written consent of GRANTEE. All equipment or appurtenances to the pipeline or pipelines that are on or above the surface of the ground shall be installed in a manner to protect the GRANTOR'S livestock when necessary. GRANTEE agrees that during construction of said pipeline or pipelines, livestock crossings will be provided where necessary. Further, all fences that must be severed or removed for pipeline installation and maintenance will be reinforced prior to severing adjacent to where the cut is made to prevent damage to the fence line. Temporary gates to preclude the escape of GRANTOR'S livestock shall be installed where necessary. All fences that are cut or removed shall be restored, as nearly as possible, to as good a condition as existed prior to installation of the pipeline or pipelines. GRANTEE agrees at the time of construction to bury said pipeline or pipelines to such depth as will not interfere with lands under cultivation, and in accordance with applicable federal and state regulations. Following installation of the pipeline, GRANTEE agrees to restore the ground as nearly as is practicable, to its condition prior to the installation of the pipeline and in accordance with federal regulations. 2 GRANTEE shall pay taxes, assessments or public charges levied or imposed upon the Easement or upon other personal property, improvements or fixtures owned or placed by it within the Easement, subject to its right to contest same. In the event said taxes, assessments or public charges are not separately assessed, then promptly following written notice from GRANTOR, GRANTEE shall reimburse GRANTOR for any taxes, assessments, or public charges attributable to the Easement. GRANTEE shall, at its sole expense, keep the lands subject to the Easement granted herein free and clear of all liens and encumbrances resulting from GRANTEE'S and its agents' activities on the said lands and shall indemnify and hold harmless GRANTOR from and against any and all liens, claims, demands, costs, and expenses, including, without limitation, reasonable attorneys' fees and court costs, in connection with or arising out of any work completed, labor performed, or materials furnished with respect to or by GRANTEE and/or GRANTEE'S agent. GRANTOR will not hold GRANTEE liable for damages incurred by GRANTOR as a result of GRANTOR'S activities on the Easement not compatible with the purposes contemplated herein. GRANTEE agrees to compensate GRANTOR for extraordinary loss or damages caused by GRANTEE, its agents or employees to persons, property or livestock. Payments herein provided are acknowledged by GRANTOR as sufficient and in full for damages caused or created by reason of the reasonable and customary entry and subsequent operation of said Easement. GRANTEE SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS GRANTOR, ITS SUCCESSORS AND PERMITTED ASSIGNS, AND THEIR RESPECTIVE AFFILIATES, PARENTS, SUBSIDIARIES, SHAREHOLDERS, MEMBERS, PARTNERS, OFFICERS, DIRECTORS, EMPLOYEES, AND AGENTS (COLLECTIVELY, THE "GRANTOR INDEMNIFIED PARTIES"), FROM AND AGAINST ANY AND ALL CLAIMS, DEMANDS AND CAUSES OF ACTION OF ANY KIND AND ALL LOSSES, DAMAGES, LIABILITIES, COSTS AND EXPENSES OF WHATEVER NATURE (INCLUDING COURT COSTS AND REASONABLE ATTORNEYS' FEES) (COLLECTIVELY, "CLAIMS") ARISING OUT OF OR IN ANY WAY RELATING TO: (i) THE OPERATIONS OF ANY OF THE GRANTEE INDEMNIFIED PARTIES (DEFINED BELOW) CONDUCTED ON THE EASEMENT, EXCEPT TO THE EXTENT THAT SUCH CLAIMS ARE ATTRIBUTABLE TO THE NEGLIGENCE, GROSS NEGLIGENCE OR WILLFUL MISCONDUCT OF ANY OF THE GRANTOR INDEMNIFIED PARTIES OR (ii) ANY BREACH OF THIS RIGHT-OF-WAY EASEMENT BY GRANTEE. GRANTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS GRANTEE, ITS SUCCESSORS Ai~D PERL\tiITTED ASSIGi~S, Ai~D THEIR RESPECTIVE AFFILIATES, PARENTS, SUBSIDIARIES, SHAREHOLDERS, MEMBERS, PARTNERS, OFFICERS, DIRECTORS, EMPLOYEES, AND AGENTS (COLLECTIVELY, THE "GRANTEE INDEMNIFIED PARTIES"), FROM AND AGAINST ANY AND ALL CLAIMS ARISING OUT OF OR IN ANY WAY RELATING TO: (i) THE OPERATIONS OF ANY OF THE GRANTOR INDEMNIFIED PARTIES CONDUCTED ON THE EASEMENT, EXCEPT TO THE EXTENT THAT SUCH CLAIMS ARE ATTRIBUTABLE TO THE NEGLIGENCE, GROSS NEGLIGENCE OR WILLFUL MISCONDUCT OF THE GRANTEE INDEMNIFIED PARTIES OR (ii) ANY BREACH OF THIS RIGHT-OF-WAY EASEMENT BY GRANTOR. 3 1111 w,1~ .. rJ,1,111~ M,11 ~ri.~~~1,' 11~T' IJ1':~~~i~i,,~1,,~~,ii.·1111,11, 11111 Reception~: 846416 02119/2014 11 22 44 RM Jean Alberico 4 of f) Rec Fee $36 00 Doc Fee 0. 00 GARFIELD COUrHY CO GRANTEE warrants and agrees that it will comply with any and all laws, ordinances, orders, rules, regulations, standards and licensing requirements of any state, federal, municipal or local authority or agency having jurisdiction, now in force and effect or which may be passed, enacted, issued, revised, required or later promulgated, incident to or arising out of or in any way connected with GRANTEE'S utilization of the Easement. Notice under this Easement may be made by one party to the other in writing by United States mail, facsimile, or be delivered in person to the following addresses: GRANTOR Encana Oil & Gas (USA) Inc. 370 17th Street, Suite 1700 Denver, CO 80202 Attn: Group Lead, South Rockies Land (303) 623-2300 GRANTEE Berry Petroleum Company 1999 Broadway Street, Suite 3700 Denver, CO 80202 Attn: Elizabeth Brian (303) 999-4214 This Easement shall be governed by and construed in accordance with the laws of the State of Colorado. TO HA VE AND TO HOLD unto GRANTEE, its successors and assigns, so long as the right and Easement herein granted, or any one of them shall be used by, or useful to GRANTEE for the purposes herein granted and the provisions of this Easement are to be considered a covenant that runs with the land herein described. The Easement and rights herein granted may be transferred, leased or assigned, from time to time, in whole or in part. Section 1445 Certification -Under penalties of perjury, the undersigned GRANTEE hereby certifies that it (they) is (are) not a non-resident alien, foreign corporation, foreign partnership, foreign trust or foreign estate for purposes of U.S. income taxation. 7f"- EXECUTED as of this __ h_ day of D-<-L evvc i:x/ 2013. GRANTOR Encana Oil hs (USA) Inc. 1.-bt""o u • ~eD"Y Helen M. Capps JP Attorney in Fact 4 GRANTEE Thomas G. Fast Vice President Land 1111 w.1~_.r·L~·11r~·.r1rn nii~ 11 •• 1,~1·~J\1,.1u:111'.1't ~ ~~,i.,·I. 11111 Receptiontt: 846416 02119/2014 11 22 44 AM Jean Rlber1co 5 of 13 Rec FBe $36 00 Doc Fee 0 00 GARFIEL_D COLJrHY CO ACKNOWLEDGEMENTS STATE OF COLORADO CITY AND COUNTY OF {),_,,vu- ) )ss: ) The foregoing instrument was acknowledged before me this l"'Y" day of ~ <erv1 b-f.f 2013, by lhol'Vla<> <= . f C<S-\-, known to be the person described in and who executed the foregoing instrument, and who acknowledged to me that they executed the same. STATE OF COLORADO ) )ss: COUNTY OF DENVER ) Notary Public in and for said State and County Residing at: / qq CJ /3wva clw ct'toS-+ · D'--f'l,,-e_,.--, f o ::>...o ~ On this.2.<id-day of ""kllt,{.fi~ 2013, before me personally appeared Helen M. Capps, known to me to be an Attorney-in-Fact of Encana Oil & Gas (USA) Inc., and that she executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein set forth. JONATHAN WENTE NOTARY PUBLIC STATE OF COLORADO NOTARY ID# 20134035234 MY COMMISSJON EXPIRES JUNE 10, 2017 MY COMMISSION EXPIRES: Not ublic in and for said Staj(( and County Address: "J/.2... S'1?ptf1 £-1Yc..f-e__. IJCl'?-tf~ C,{) c(/IP)._f 5 1111 ~11 ~ .. r1 111t~tMl~1 l1H~~ M~,thl'U.1:M1~~r .l1~·lll111l1 11111 Reception~: 846416 02/18/2014 11 22 44 AM Jean Alberico ') of 6 R.,.c Fee $36 00 Doc Fee_ O 00 GARF I ELD COUr·JTY CO EXHIBIT A Page 1 of 1 This Exhibit A is attached to and made a part of that certain Right of Way Easement by and between Encana Oil & Gas (USA) Inc., as GRANTOR, and Berry Petroleum Company, as GRANTEE. '·' .' .. ' ,, __ --~ l ,- \ \ ' ' L I 'I 6 Produced Nontributary Ground Water Rules 2 CCR 402-17 1 DEPARTMENT OF NATURAL RESOURCES OFFICE OF THE STATE ENGINEER RULES AND REGULATIONS FOR THE DETERMINATION OF THE NONTRIBUTARY NATURE OF GROUND WATER PRODUCED THROUGH WELLS IN CONJUNCTION WITH THE MINING OF MINERALS “PRODUCED NONTRIBUTARY GROUND WATER RULES” 2 CCR 402-17 17.1 Title The title of these rules and regulations is “Rules and Regulations for the Determination of the Nontributary Nature of Ground Water Produced through Wells in Conjunction with the Mining of Minerals." The short title of these rules and regulations is “Produced Nontributary Ground Water Rules” and in this document the rules and regulations may be referred to as “Rules.” 17.2 Authority These Rules are promulgated pursuant to the authority granted the State Engineer in House Bill 09-1303, Section 3, as codified at section 37-90-137(7)(c), C.R.S.; and section 37-80-102(1)(g), C.R.S. 17.3 Scope and Purpose of Rules A. The purpose of these Rules is to assist the State Engineer with administration in the case of dewatering of geologic formations by withdrawing nontributary ground water to facilitate or permit the mining of minerals. B. These Rules establish procedures pursuant to which an operator may petition the State Engineer for a determination that water that is being or that may be withdrawn from geologic formations to facilitate or permit the mining of minerals is nontributary, as defined at section 37-90-103(10.5), C.R.S. These Rules further identify certain areas, locations and formations within the State of Colorado where the State Engineer shall regard ground water removed from geologic formations to facilitate or permit mining of minerals to be nontributary. C. These Rules provide for the use of engineering and scientific methodologies, including the use and results of ground water modeling or other ground water characteristics, such as water chemistry, hydrogeology, or other scientifically based approaches, that an applicant may rely upon in support of a petition for a nontributary determination. D. These Rules apply only to ground water removed from geologic formations to facilitate or permit mining of minerals. Consistent with section 37-90-137(7)(c), C.R.S., the State Engineer is adopting these Rules to assist with his administration of ground water withdrawn to facilitate or permit the mining of minerals. Consistent with the intent of House Bill 09-1303, such administration includes the State Engineer using nontributary Produced Nontributary Ground Water Rules 2 CCR 402-17 2 determinations made pursuant to these Rules for purposes of issuing water well permits pursuant to section 37-90-137(7), C.R.S., and to obviate the need for administration of wells subject to permitting consideration, as allowed by sections 37-90-137(7) and 37- 92-305(11), C.R.S.. The State Engineer shall not use these Rules for permitting of wells pursuant to section 37-90-137(4), C.R.S. E. These Rules do not apply to any aquifer or portion thereof that contains designated ground water and is located within the boundaries of a designated ground water basin. F. These Rules and regulations shall not be construed to establish the jurisdiction of either the State of Colorado or the Southern Ute Indian Tribe over nontributary ground water within the boundaries of the Southern Ute Indian Reservation as recognized in Pub. L. No. 98-290, § 3, 98 Stat. 201 (1984). 17.4 Definitions A. Statutory Definitions. The terms listed below have the identical meaning as in the referenced statutes: 1. “Ground water,” also referred to as “underground water,” is defined in section 37-90-103(10.5), C.R.S. and section 37-91-102(7), C.R.S. 2. “Nontributary ground water” is defined in section 37 90-103(10.5) C.R.S. B. Specific Definitions. Unless expressly stated otherwise or the context otherwise requires: 1. “Field” means a region with an abundance of oil and/or gas wells extracting petroleum hydrocarbons from below ground. 2. “Formation” or “geologic formation” means a certain number of rock strata that have a comparable lithology, facies or other similar properties. 3. “Oil and gas well” means any boring or well into the earth's surface designed to find and produce petroleum oil and/or gas hydrocarbons. 4. “Operator” means any person or entity engaged in the mining of minerals, including any person or entity conducting exploration, production and/or maintenance of oil and gas well(s) or field(s), and excluding geothermal energy developers. 5. “Produced water” means ground water removed during the dewatering of one or more geologic formations to facilitate or permit mining of minerals. C. Other Definitions. All other words used herein shall be given their usual, customary, and accepted meanings. All words of a technical nature specific to the well drilling industry shall be given the meaning that is generally accepted in that industry. All words of a technical or legal nature specific to the State of Colorado water rights administration shall be given the meaning that is generally accepted within that field. Produced Nontributary Ground Water Rules 2 CCR 402-17 3 17.5 Process for Obtaining a Determination of Nontributary Ground Water Any person may seek to amend these Rules, through applicable rulemaking procedures, to identify areas within the State of Colorado where the State Engineer shall regard Produced Water to be nontributary, or to amend, based on factual information not presented at the time of adoption, the Rules to exclude areas previously determined to be nontributary pursuant to these Rules or any amendment thereof. An amendment excluding areas previously determined to be nontributary will not invalidate any existing permits issued pursuant to these Rules or otherwise cause the State Engineer to change his administration of wells in existence prior to such amendment. As an alternative to requesting a rulemaking proceeding, an Operator may obtain a determination regarding the nontributary nature of Produced Water through an adjudicatory proceeding before the State Engineer. Any such request for a nontributary determination must be submitted pursuant to the procedures set forth in this Rule 17.5. These Rules do not preclude any Operator from obtaining a determination regarding the nontributary nature of Produced Water, for the purpose of section 37-90-137(7), C.R.S., through an appropriate proceeding before the Water Court. A. Submittal of Petition for a Determination of Nontributary Ground Water An Operator or group of Operators seeking a nontributary determination for Produced Water withdrawn from an existing well or group of wells, or for a well or wells to be constructed in one or more geologic formations within a geographically delineated area (“Applicant”) shall file a petition in the form of a letter and accompanying professional report to the State Engineer. The petition shall at a minimum contain the following information: 1. Information indicating whether the ground water will be withdrawn to facilitate or permit the mining of minerals, or withdrawn for purposes other than the mining of minerals. 2. Information indicating whether the Applicant is seeking a nontributary determination for a single well, group of wells, or for all wells, whether such wells have been constructed or are proposed to be constructed in one or more geologic formations within a geographically delineated area. 3. Information sufficient to demonstrate, through analytic or numeric modeling, that the depletions that result from pumping at the location of the well, wells, or at any well constructed, or proposed to be constructed in one or more geologic formations within a geographically delineated area, meet the nontributary standard. In lieu of ground water modeling, the Applicant may provide geologic, hydrologic, and other information sufficient to demonstrate that each subject geologic formation at the well location or within the geographically delineated area is hydraulically disconnected from all surface streams such that there will be no depletions to any surface stream as a result of pumping. B. Notice and Comment 1. Concurrent with submission of the petition to the State Engineer, the Applicant shall file notice of the petition. The notice shall be sent to all parties on the Produced Nontributary Ground Water Notification List for the water division in Produced Nontributary Ground Water Rules 2 CCR 402-17 4 which the subject ground water is located and the primary newspapers in circulation in the affected watersheds. 2. The State Engineer shall establish a Produced Nontributary Ground Water Notification List for each water division within the State of Colorado for the purposes of ensuring that water users within each water division receive adequate notice of proceedings held pursuant to these Rules. In order to establish such notification list, the State Engineer shall, immediately upon effect of these Rules, and in January of each year thereafter, cause to have published in the water court resume for each water division an invitation to be included on such notification list for the applicable water division. Persons on the Produced Nontributary Ground Water Notification List shall be provided notice required pursuant to these Rules by either first-class mail, or, if a person so elects, by electronic mail. 3. The State Engineer shall allow 30 days for any person to respond to the petition. A person may respond to the petition by submitting written comments or by requesting that the matter be referred for hearing on the petition. The person must state the basis for such a request in sufficient detail to allow the State Engineer to determine whether a hearing is appropriate prior to an Initial Determination. The Applicant or the staff of the State Engineer may also refer the matter for hearing on the petition. If the State Engineer determines a hearing is appropriate, he shall schedule a hearing pursuant to the procedures described below. The State Engineer may submit the matter to a designated Hearing Officer at his discretion. C. Initial Determination 1. If no person requests a hearing, the staff of the State Engineer shall evaluate the petition and any written comments, and produce an Initial Determination with respect to whether water withdrawn from an existing well or wells proposed to be constructed in one or more geologic formations within a geographically delineated area is nontributary. The Initial Determination may find that water from only certain wells or certain locations is nontributary. 2. The staff of the State Engineer shall provide a copy of its Initial Determination to the Applicant, any person who submitted written comments, and any person who requested a copy of the Initial Determination. If no person objects to the Initial Determination within 30 days, the staff of the State Engineer will submit its initial determination to the State Engineer for review and certification as a Final Decision, as described below. D. Hearing 1. If any person objects to the Initial Determination, or if the State Engineer has determined a hearing is appropriate before an Initial Determination, the matter will be set for an adjudicatory hearing before the State Engineer. The person objecting must state in detail the basis for such an objection to the Initial Determination. Produced Nontributary Ground Water Rules 2 CCR 402-17 5 2. The hearing shall be conducted pursuant to the Division of Water Resources Procedural Regulations, 2 CCR 402-5, and applicable provisions of the State Administrative Procedure Act. The Applicant shall provide notice of the hearing to any person who responded to the petition. 3. For purposes of the hearing, the Applicant shall be considered the party requesting the hearing and the proponent of the order, and shall have the initial burden of proof. Any person who responded to the petition may participate as a party to the hearing. The staff of the State Engineer may participate as a party. 4. The State Engineer may consider the Initial Determination of the staff of the State Engineer as evidence; however, the hearing will be de novo, based upon the evidence presented at the hearing. E. Final Decision If no hearing is held, the Initial Determination shall become the Final Decision of the State Engineer (“Final Decision”) with respect to the Applicant’s petition. If there has been a hearing on the petition, the decision of the State Engineer shall become the Final Decision of the State Engineer pursuant to procedures set forth in the Division of Water Resources Procedural Regulations, 2 CCR 402-5, and applicable provisions of the State Administrative Procedure Act. F. Effect of Final Decision 1. The State Engineer shall rely upon the Final Decision to evaluate well permit applications submitted pursuant to section 37-90-137(7), C.R.S., where an operator is withdrawing nontributary ground water to facilitate the mining of minerals, and where the nontributary ground water being removed will be beneficially used. 2. The State Engineer shall rely upon the Final Decision to authorize the withdrawal of nontributary ground water to facilitate the mining of minerals without requiring a well permit, pursuant to section 37-90-137(7), C.R.S., where the nontributary ground water being removed will not be beneficially used. 3. Where a Final Decision is applicable to all wells to be constructed within a geographically delineated area, the State Engineer shall rely upon the Final Decision to evaluate all wells constructed within that area for the purposes set forth in the preceding paragraphs. 17.6 Engineering and Scientific Methodologies and Standards A. An Applicant shall comply with the engineering and scientific methodologies and standards described in Rule 17.6 of these Rules when submitting a petition for determination of nontributary groundwater made pursuant to Rule 17.5 of these Rules. B. Conceptual Model For any petition for determination of nontributary groundwater submitted pursuant to Rule 17.5 of these Rules, an Applicant shall include a conceptual model of the geologic Produced Nontributary Ground Water Rules 2 CCR 402-17 6 and hydrogeologic characteristics of the relevant area, formation or basin under consideration. The conceptual model shall adequately represent the known geologic and hydrogeologic characteristics of the ground water system. At a minimum, the conceptual model shall define the hydrostratigraphic units along with any known characteristics and boundary conditions. The conceptual model will determine whether numerical or analytical modeling, or alternative methodologies are appropriate for evaluating the petition for a determination of nontributary ground water. For numerical modeling, the conceptual model shall establish the preliminary water budget of the system, which should include sources of water, flow directions, and discharge or exit points. C. Ground Water Modeling 1. An Applicant may use mathematical ground water modeling simulating the ground water system through equations that describe the heads or flows with representative boundary conditions to demonstrate that the withdrawal of produced ground water that is, or is presumed to be, in hydraulic connection with the surface water system is nontributary, as defined at section 37-90-103(10.5), C.R.S. 2. Any ground water model used to demonstrate that the withdrawal of produced ground water that is, or is presumed to be, in hydraulic connection with the surface water system is nontributary shall comply with the protocol for development and use of a mathematical ground water model as generally agreed upon by technical experts in the water resources discipline. Many analytical and numerical models are available that may be found acceptable for use in the evaluation of an Application. However, the Applicant must demonstrate the model’s suitability and applicability to determining that the ground water is nontributary. The Applicant should contact the State Engineer’s Office regarding the use of models since certain models will have more or less credibility with ground water modeling experts. 3. For situations in which the hydrologic system is under confined or semi-confined conditions, model calculations shall utilize a storativity (storage coefficient). A specific yield value may be used in the calculations where water table (unconfined) conditions exist. 4. All data files used in a numerical or analytical ground water model shall be provided in an electronic format deemed acceptable to the State Engineer’s Office. All data files shall include the model input files as well as any supporting data used in the development of the model input files. Any GIS shape files used in the development of the model shall also accompany submittal of the model. 5. Documentation to explain the context and methodology of all ground water modeling shall accompany the Professional Report as described in Rule 17.6.E. It is incumbent upon the Applicant to demonstrate to the satisfaction of the State Engineer’s Office that the model code and input data are suitable and applicable for determining that the produced ground water is nontributary. Proprietary information and data need not be disclosed by an Applicant beyond that which is Produced Nontributary Ground Water Rules 2 CCR 402-17 7 deemed necessary by the State Engineer’s Office to evaluate the model and verify model input parameters. 6. Any party objecting to a petition for an adjudicatory proceeding or objecting to an Initial Determination, as specified in Rule 17.5, may obtain all supporting information relied upon by an Applicant in developing any ground water modeling, or alternative methodologies. The Applicant’s obligation to disclose such information arises upon request of any party and, to the extent that the Applicant deems and the State Engineer finds any such information sensitive, confidential, or proprietary, the parties and State Engineer shall agree to hold such information confidential and protect it from public dissemination under appropriate terms and conditions. D. Alternative Methodology 1. Geologic conditions at a site may effectively isolate the mineral-bearing production zones from the surface water system. An alternative method may be utilized to demonstrate that ground water produced in conjunction with the mining of minerals from the potential and existing production zones is nontributary. Alternative methodologies are intended to demonstrate that the production zones are disconnected from the surface water system by a lithologic discontinuity or structural separation between the production zone and its outcrop equivalent. 2. The criteria for demonstrating isolation of an existing or potential production zone from the surface water system may include both direct and indirect physical evidence such as that obtained from drilling, borehole geophysical logging, surface seismic and geophysical surveys, drill stem and pump tests, geochemical analyses and surface and subsurface mapping. Geologic and geophysical maps and cross sections shall be based on actual evidence obtained from drilling, geophysical and/or seismic surveys or other verifiable geotechnical investigations. Location, seismic and geophysical survey data, including GIS data, shall be submitted in a paper and/or electronic format deemed acceptable by the State Engineer’s Office. 3. Published professional reports, investigations, or technical papers may be provided as a source of factual evidence in support of a petition. 4. Petrophysics, hydrogeologic data and water chemistry may be used to support the conclusions of a petition. Samples of water and gas, or other media to be subjected to chemical or isotopic analysis, shall be collected, handled and analyzed to ensure that the results are consistent with the intended use of the data. A detailed description of the sample collection procedures and analytical methods shall be submitted to the State Engineer’s Office upon request. Laboratory data shall be submitted in a format deemed acceptable by the State Engineer’s Office. 5. Copies of supporting evidence shall be provided to the State Engineer’s Office upon request. Such evidence may include, but is not limited to, geophysical logs and surveys, pump and drill stem test data, lithologic descriptions or other Produced Nontributary Ground Water Rules 2 CCR 402-17 8 physical or hydrologic analyses and water quality/chemistry analyses on which the Applicant has relied to support a petition. Proprietary information and data need not be disclosed by an applicant beyond that which is deemed necessary by the State Engineer’s Office to evaluate the petition and demonstrate that the data on which the Applicant’s conclusions are based is valid. 6. Any party objecting to a petition for an adjudicatory proceeding or objecting to an Initial Determination, as specified in Rule 17.5, may obtain all supporting information relied upon by an Applicant in developing any ground water modeling, or alternative methodologies. The Applicant’s obligation to disclose such information arises upon request of any party and, to the extent that the Applicant deems and the State Engineer finds any such inf ormation sensitive, confidential, or proprietary, the parties and State Engineer shall agree to hold such information confidential and protect it from public dissemination under appropriate terms and conditions. E. Professional Report 1. The supporting data for a petition shall be assembled in a professional report and shall include appendices of the data and calculations used to demonstrate that the ground water is not connected to the surface water system or that the ground water otherwise meets the statutory definition of nontributary ground water as set forth at section 37-90-103(10.5), C.R.S. 2. A detailed map of the proposed nontributary area shall accompany the report and shall be overlain on a standard U.S.G.S. topographic map with scale 1:24000 inches when such area can be shown within the boundary of 7 mile by 14 mile map area. For larger areas, a topographic base map with a scale of 1:50000, 1:100000 or 1:250000 inches may be utilized; using the largest scale possible that will enclose the entire area of the nontributary ground water determination, wells, and locations of data points, surveys, and other features related to the petition. 3. Standard Data Format – For consistency in reporting, the following parameters shall be used as the standard format and units for reporting the stated types of data: Where: L = length (feet); t = time (day). a. Hydraulic conductivity (K) shall be reported in units of L/t (ft/day). b. Transmissivity [T] shall be reported in units of L2/t (ft2/day). c. Water production rate [Q] shall be reported in units of L3/t (ft3/day). d. Specific storage (Ss) shall be reported in units of L-1 (1/ft). e. Water volume shall be reported in units of L3 (ft3). f. Specific yield, storativity or storage coefficient shall be reported as a ratio. g. Thicknesses (aquifer, formation, etc.) shall be reported in units of L (feet). h. Distances shall be reported in units of L (feet). 4. The Applicant shall submit two paper copies of the report and appendices and one electronic copy, including GIS shape files, in a format deemed acceptable by the State Engineer’s Office. Produced Nontributary Ground Water Rules 2 CCR 402-17 9 5. A petition for multiple production zones may be submitted with a single report utilizing data from a source or sources that include the same geographic/geologic area. 17.7 Specific Locations of Nontributary Ground Water in Colorado Ground water in the State of Colorado is legally presumed to be “tributary,” or hydraulically connected to surface water in such a fashion so as to require administration within the prior appropriation system in conjunction with surface rights, unless it is demonstrated to be nontributary ground water in accordance with the law. See Simpson v. Bijou Irrigation Co., 69 P.3d 50, 57 n.7 (Colo. 2003). For purposes of administration under section 37-90-137(7), C.R.S. absent a determination made pursuant to Rule 17.5 of these Rules, or other Rulemaking, the State Engineer shall regard all Produced Water within the State of Colorado to be tributary, with the exception of the ground water described in Rule 17.7.A through D. A. The Denver Basin The State Engineer shall regard the bedrock aquifers of the Denver Basin (the Dawson, Denver, Arapahoe, and Laramie-Fox Hills) to be nontributary only where shown to be nontributary by the Denver Basin Rules, 2 CCR 402-6. Pursuant to section 37-90- 103(10.7), C.R.S., the State Engineer shall regard all remaining ground water in the bedrock aquifers of the Denver Basin subject to the Denver Basin Rules to be not nontributary. B. Water Rights Found to be Nontributary by a Valid Court Decree The State Engineer shall regard all water rights that are decreed nontributary by a court to be nontributary only to the extent provided by the court decree and only insofar as such water is used in a manner wholly consistent with the terms and conditions of such decree. C. Existing Ground Water Well Permits House Bill 09-1303, Section 3, codified at section 37-90-137(7)(c), C.R.S. provides “[a]ny rules promulgated pursuant to this subsection (7) shall not conflict with existing laws and shall not affect the validity of ground water well permits existing prior to the adoption of such rules.” Therefore, the State Engineer shall regard as nontributary all ground water permitted for withdrawal as nontributary ground water pursuant to well permits issued by the State Engineer prior to the adoption of these Rules. D. For the purpose of meeting the objectives in the scope and purpose of these Rules, Rule 17.7.D. identifies geographically delineated areas under which the ground water in only certain formations is nontributary for the limited purposes of these Rules. Small-scale maps showing the extents of the delineated areas and identifying the geologic formations are included as a reference in an appendix to these Rules. Larger-scale maps are available on the Division of Water Resources’ website along with an electronic version of these Rules. The small-scale and large-scale maps show identical areas and each are incorporated as part of the Rules. The delineated areas may be viewed through Division of Water Resources’ public data viewing tools as they are developed Produced Nontributary Ground Water Rules 2 CCR 402-17 10 and the data files describing the areas are also available for downloading from the Division of Water Resources’ website. 1. Ground water in the Piceance Basin, Mesaverde Formation, Cameo and South Canyon Coal Groups within the boundaries shown on the small-scale Map A-1 in Appendix A, which boundaries are more clearly shown on the large-scale map labeled Map 1, available on the Division of Water Resources’ website. 2. Ground water in the Northern San Juan Basin, Fruitland Formation within the boundaries shown on the small-scale Map A-2 in Appendix A, which boundaries are more clearly shown on the large-scale map labeled Map 2, available on the Division of Water Resources’ website. 3. Ground water in the Piceance Basin, Neslen Formation within the boundaries shown on the small-scale Map A-3 in Appendix A, which boundaries are more clearly shown on the large-scale map labeled Map 3, available on the Division of Water Resources’ website. 4. Ground water in the Paradox Basin, Paradox Formation within the boundaries shown on the small-scale Map A-4 in Appendix A, which boundaries are more clearly shown on the large-scale map labeled Map 4, available on the Division of Water Resources’ website. 5. Ground water in the following formations in the Sand Wash Basin: a. Wasatch Formation (Hiawatha Formation) within the boundaries shown on the small-scale Map A-5a in Appendix A, which boundaries are more clearly shown on the large-scale map labeled Map 5a, available on the Division of W ater Resources’ website. b. Nugget Sandstone, Dakota Sandstone, Mowry Shale, Frontier Formation, Baxter Shale, Mesaverde Group, Lewis Shale, Lance Formation, and Fort Union Formation, within the boundaries shown on the small-scale Map A- 5b in Appendix A, which boundaries are more clearly shown on the large- scale map labeled Map 5b, available on the Division of Water Resources’ website. For the Frontier Formation Mowry Shale and Dakota Sandstone, the delineated nontributary area excludes the upthrown fault block lying above the Uinta-Sparks fault system. 6. Ground water in the following formations in the Piceance Basin: a. Ground water in the Weber Formation within the boundaries shown on the small-scale Map A-6a in Appendix A, which boundaries are more clearly shown on the large-scale map labeled Map 6a, available on the Division of Water Resources’ website. b. Ground water in the Morrison and the Sundance/Entrada Formation within the boundaries shown on the small-scale Map A-6b in Appendix A, which boundaries are more clearly shown on the large-scale map labeled Map 6b, available on the Division of Water Resources’ website. 7. Ground water in the following formations in the Piceance Basin: Produced Nontributary Ground Water Rules 2 CCR 402-17 11 a. Ground water in the Undifferentiated Wasatch Formation within the boundaries shown on the small-scale Map A-7a in Appendix A, which boundaries are more clearly shown on the large-scale map labeled Map 7a, available on the Division of Water Resources’ website. b. Ground water in the Middle and Lower Wasatch Formation within the boundaries shown on the small-scale Map A-7b in Appendix A, which boundaries are more clearly shown on the large-scale map labeled Map 7b, available on the Division of Water Resources’ website. c. Ground water in the Iles Formation within the boundaries shown on the small-scale Map A-7c in Appendix A, which boundaries are more clearly shown on the large-scale map labeled Map 7c, available on the Division of Water Resources’ website. d. Ground water in the Williams Fork Formation within the boundaries shown on the small-scale Map A-7d in Appendix A, which boundaries are more clearly shown on the large-scale map labeled Map 7d, available on the Division of Water Resources’ website. These boundaries are also representative of the Undifferentiated Mesaverde Group for the purpose of these Rules. 8. Ground water in the following formations in the Piceance Basin: a. Ground water in the Mancos Formation within the boundaries shown on the small-scale Map A-8a in Appendix A, which boundaries are more clearly shown on the large-scale map labeled Map 8a, available on the Division of Water Resources’ website. b. Ground water in the Dakota Formation within the boundaries shown on the small-scale Map A-8b in Appendix A, which boundaries are more clearly shown on the large-scale map labeled Map 8b, available on the Division of Water Resources’ website. c. Ground water in the Morrison Formation within the boundaries shown on the small-scale Map A-8c in Appendix A, which boundaries are more clearly shown on the large-scale map labeled Map 8c, available on the Division of Water Resources’ website. 9. Ground water in the following formations in the Northern San Juan Basin: a. Ground water in the Pictured Cliffs Sandstone Formation within the boundaries shown on the small-scale Map A-9a in Appendix A, which boundaries are more clearly shown on the large-scale map labeled Map 9a, available on the Division of Water Resources’ website. b. Ground water in the Cliff House Sandstone Formation within the boundaries shown on the small-scale Map A-9b in Appendix A, which boundaries are more clearly shown on the large-scale map labeled Map 9b, available on the Division of Water Resources’ website. c. Ground water in the Menefee Formation within the boundaries shown on the small-scale Map A-9c in Appendix A, which boundaries are more clearly shown on the large-scale map labeled Map 9c, available on the Division of Water Resources’ website. d. Ground water in the Point Lookout Sandstone within the boundaries shown on the small-scale Map A-9d in Appendix A, which boundaries are Produced Nontributary Ground Water Rules 2 CCR 402-17 12 more clearly shown on the large-scale map labeled Map 9d, available on the Division of Water Resources’ website. e. Ground water in the Dakota Formation within the boundaries shown on the small-scale Map A-9e in Appendix A, which boundaries are more clearly shown on the large-scale map labeled Map 9e, available on the Division of Water Resources’ website. 10. Ground water in the following formations in the Denver-Julesburg Basin, provided such ground water is not in an upthrown fault block: a. Ground water in the Pierre Shale Formation, Parkman Sandstone Member; also known as the Larimer, Richard, and Rocky Ridge Members; within the boundaries shown on the small-scale Map A-10a in Appendix A, which boundaries are more clearly shown on the large-scale map labeled Map 10a, available on the Division of Water Resources’ website. b. Ground water in the Pierre Shale Formation, Sussex Sandstone Member, also known as the Terry Member, within the boundaries shown on the small-scale Map A-10b in Appendix A, which boundaries are more clearly shown on the large-scale map labeled Map 10b, available on the Division of Water Resources’ website. c. Ground water in the Pierre Shale Formation, Shannon Sandstone Member; also known as the Hygiene Member, within the boundaries shown on the small-scale Map A-10c in Appendix A, which boundaries are more clearly shown on the large-scale map labeled Map 10c, available on the Division of Water Resources’ website. d. Ground water in the Lower Pierre Shale Formation within the boundaries shown on the small-scale Map A-10d in Appendix A, which boundaries are more clearly shown on the large-scale map labeled Map 10d, available on the Division of Water Resources’ website. e. Ground water in the Niobrara Formation within the boundaries shown on the small-scale Map A-10e in Appendix A, which boundaries are more clearly shown on the large-scale map labeled Map 10e, available on the Division of Water Resources’ website. f. Ground water in the Carlile Formation within the boundaries shown on the small-scale Map A-10f in Appendix A, which boundaries are more clearly shown on the large-scale map labeled Map 10f, available on the Division of Water Resources’ website. g. Ground water in the Greenhorn Formation within the boundaries shown on the small-scale Map A-10g in Appendix A, which boundaries are more clearly shown on the large-scale map labeled Map 10g, available on the Division of Water Resources’ website. h. Ground water in the Graneros Formation within the boundaries shown on the small-scale Map A-10h in Appendix A, which boundaries are more clearly shown on the attached large-scale map labeled Map 10h, available on the Division of Water Resources’ website. i. Ground water in the Dakota Group within the boundaries shown on the small-scale Map A-10i in Appendix A, which boundaries are more clearly shown on the large-scale map labeled Map 10i, available on the Division of Water Resources’ website. Produced Nontributary Ground Water Rules 2 CCR 402-17 13 j. Ground water in the Lyons Formation within the boundaries shown on the small-scale Map A-10j in Appendix A, which boundaries are more clearly shown on the large-scale map labeled Map 10j, available on the Division of Water Resources’ website. 17.8 Severability If any portion of these Rules is found to be invalid, the remaining portion of the Rules shall remain in force and in effect. 17.9 Revisions These Rules may be revised in accordance with section 24-4-103, C.R.S. 17.10 Other laws, rules, and decrees These Rules shall be interpreted so as to not conflict with existing laws, rules, or decrees. 17.11 Effective Date These Rules shall become effective 20 days after publication and shall remain in effect until amended or revoked as provided by law. 17.12 Statement of Basis and Purpose The Statement of Basis and Purpose for these Rules is incorporated herein as part of the Rules. Produced Nontributary Ground Water Rules 2 CCR 402-17 14 APPENDIX A Produced Nontributary Ground Water Rules 2 CCR 402-17 15 • 7 l---1-_jrus 1191W 25 35 4 3 2 • • ~'\. 11 16' 15 \ 14 12 7 I I._ Map Key Cl Nontributary Area '""-'-Streams and Riven Cl Townships D Sections I ' I I~ 0 1 2 Miles 1" = 2 Miles s • s • 17 • 34 I ~~ • ~~ 1 • 3l • 7 ' '32 I 14 10 11 ~,12 ·~ 13 JS 23 L~.A-,,_~_,-- North Fotk Gunnison Rivet ___.,..,.- state of Colorado -Division of Water Resouaes T11S R89W • • ,. 15 1 12S R89W 21 Z2 ,. 77 T13S R89W Produced Nontri butary Ground Water Rules; 2 CCR 402· 17 Nontributary Ground Water in the Piceance Basin Mesaverde Formation, Cameo and South Canyon Coal Group Map A-1 Produced Nontributary Ground Water Rules 2 CCR 402-17 16 M a p Ke y D Ho n t r i b u t a l ' J Ar e a ~ St r e a m s an d Ri \ l e r s 0 To \ v n s h i p s D Se c t i o n s I I I 0 3. 5 7 Mi l e s 1" = 7 M i le s -. l .J ., , , , ., , , "= 1 1 1 m ~ . . • . . . . . . . . . . . . . . . . . . -!....£_ , I ' l ~' d . w ~ t < ' f ' t \J ; ! 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F.. ; ! - - · - - r m st a t e o f Co l o r a d o -D i ' l i s i o n o f wa t e r Re s o 1 1 1 c e s Pr o d u c e d No n t r i b u t a r y Gr o u n d Wa t e r Ru l e s ; 2 CC R 40 2 · 1 7 No n t r i b u t a r y Gr o u n d Wa t e r in th e No r t h e r n Sa n Ju a n Basin Fr u i t l a n d Fo r m a t i o n Map A-2 Produced Nontributary Ground Water Rules 2 CCR 402-17 17 1" = 3 Miles i"5s RtolW' ,,-y J ( 1 , /' / I I \_ I/ \ I - I r state of Colorado -Division of Water Resoun:es Produced Nontributary Ground Water Rules; 2 CCR 402·17 Nontributary Ground Water in the Piceance Basin Neslen Formation ( I J \ , - '- 7 f Map A·3 Produced Nontributary Ground Water Rules 2 CCR 402-17 18 Map Key 0 Non1ributary Area D D I 0 Streams and Riven Townships +N Sections w e. s I I 6 12 Miles 1" = 12 Miles ;g;- ~ 1S'W-' • I 3'/N 18'.Wl '' --· -~...:..: , -- ''' ' < ' 1tYY ~ ~ 33N 17"" 3'/N 17W : • .;! -- . 4' 1! ' . ' I ' --- L -J-41 H 1~ -, -r ' (1-,_ f '·'· ~lr 33N '> 33N ;· 14W ff 1'3W ~ .. f 32N '32N 32Jl 32N I J ., 1~-----1:".f : -.ie lttw: 3.;-~•1 1 ' I ' . '• - """"~ ' / ' ~ -,....--.,,':/ ' ~ . Tu ' . __ ! -,- ,. • w M e x ; c o . ·-----------· ,_ ---· --·------ state of Colorado -Division of Water Resoulf.es Produced Nontributary Ground Water Rules; 2 CCR 402·17 Nontributary Ground Water in the Paradox Basin Paradox Formation Map A-4 Produced Nontributary Ground Water Rules 2 CCR 402-17 19 WY O M I N G r---- - - · ---·-- - - - - - - - ------ - - ------ - - - - - - - - ------- - - ------------ - - - - ··-·-~----- - · · - ------ - - - ·--·-- - - - ------ · · - - - - ---··- - ·----- - - - - - - - - - ·--·----·---·-------·---·------------- ~ -r - r -' ~ _, I ti O tf l R )A ci o ~ ' ~ n 1 ' . I !' ! ! . i 1 " l n l f 2 w - 1 .. ·2 1 11 o-..~ ,k lfl t lf o ~- l2 1 ( S:9W · 21 J w J , 12 1 0 · 121 l'k &W - -1 j f ' .. . I 1. N -1 102 V f - ,- 1 N 10 1 11 , 1 · ,_ _ ,' I L': I . . ~ " ' I ii \ 1 ~ .. [ } '"" I \ ·- ~')_ ' "" " -~ ,... _ _I ·~ - s ' .. - "' l3 n • ; ' " I - J I ' ,. . . . . M a p Ke y C l No n l r i b u t a r y Ar e a " " - - St r e a m s an d Ri v e r s ' C l N To w n s h i p s w+ D Se c t i o n s s ' . ' 0 2. 5 5 Mi l e s 1" = 5 Mi l e s ~_ 1 _ 0 P J ~8 C~ _ 8 ' . 0 X 1 t W _ J _ ~ _ T h 1 _ ~ ~ - 1 1 ! ! _ ~ ~ 1 - ~ ~ 1 ~ 1 ! _ 1 9 _ 1 T A . _ 1 8 _ ~ 1 _ J . 1 _ ? < ) _ e II ,1 I · - t - - 11 1 M OO W · f1 1 H ls W -111 1 -h -M I - i ' - 1 11 H I S\ ' { I ~ I j ! 10 H - 10 N ~8W I ' •• ' ' .\f . s . r . ; "' I I . · -. / / .~ • IS ,- \ ,, ' r ' ·--.. . . . r r - :> - 1 - -- ' " "" ! ' ; ' v ' - ' r ... ~ I st a t e o f Co l o r a d o -D i ' l i s i o n o f wa t e r Re s o 1 1 1 c e s Pr o d u c e d No n t r i b u t a r y Gr o u n d Wa t e r Ru l e s ; 2 CC R 40 2 · 1 7 No n t r i b u t a r y Gr o u n d Wa t e r in th e Sa n d Wa s h Ba s i n Wa s a t c : h Fo r m a t i o n (H i a w a t h a Me m b e r ) I ~111-96W ~-=-..;, , > ll r ~ N I I ) I 1 ,., 1.J I -...,.. Map A-Sa Produced Nontributary Ground Water Rules 2 CCR 402-17 20 ----- · - - - - · - - - - - - - - · · - · - - - - - · · - - - - - - - - - - · · - - - - - - - - - - - · - · - - · - - - - - - - - - · - - - - · - - - - ~ - ~ ~ ~ ! ~ - ~ - - - - - · - - - - · - - - - - · · - - - - - - - - - - · - - '·---- - ·-·---- - - - - - - - . , - · - · ,----,---·--~.-----------· t 1 T · -tf o i:'oR ~l:i.f H - - I I I I I l - l , l i , H'. - f 1 "'""w '" " ,. ; , J. r , , . J . 1 " ' " ,. , , ' I I I I I I • I I , , r I LI' f'v ti ~ ' ~.'.L i l / / / ! J ' ' I ·' ! I I .l I I t I ' ,} rr T 1 + - "' ° " ' ~, .,. .. , ... . __ · .. ... ,, , .,. l. . . c ,,.M • 'l ~~' ~ ~ ~ ··~ ( ( .& ' i r ' I I '/ z ~ v I t . ~ I - ~ - - J I \ . I I I I I I I I I J ~ '" i ( ,, • ,~ , / "" f ' - . . i [[ ] } 1 + J / / l -1 J j / I J I I I I I I r+ 1 011 -~~-44 > r-ioH ~i + l -1 I I I +: R j ] - T I J I I I I I 1 1 '1 ' " : . . . " f Nl2 1 ~ 1 1 1 ~= L I I I ! I ! I I ±R I t 11 1 1 1 1 t VI 11 1 11111 1 M a p Ke y C J No n l r i b u t a r y Ar e a " " ' - - C J D St r e a m s an d Ri v e r s To w n s h i p s +N W E Se c t i o n s s I I I 0 2. 5 5 Mi l e s 1" = 5 Mi l e s ~_ 1 _ 0 P J ~ 8 C~ _ 8 ' . 0 X 1 t W _ J _ ~ _ T h 1 _ ~ ~ - 1 1 ! ! _ ~ ~ 1 - ~ ~ · ~ _ Q _ 1 ' . H _ E _ i u : . 2 ! 1 _ 1 ! ! . _ l _ 8 _ ~ 1 _ 1 _ 1 ' , I X O _ e I ) ~ rt : , . . ~'·r > :! - • I I'-<., T . r .1 - J • I r ' ' '" 'f _( j i ·r st o t e o f Co l o r a d o -D i ' l i s i o n o f Wo t e r Re s o 1 1 1 c e s Pr o d u c e d No n t r i bu t a r y Gr o u n d W a t e r Ru l e s ; 2 CC R 40 2 · 17 No n t r i b u t a r y Gr o u n d Wa t e r in th e Sa n d Wa s h Ba s i n Nu g g e t Sa n d s t o n e , Oa k o t l Sa n d s t o n e , Mo w r y Sh a l e , Fr o n t i e r Fo r m a t i o n , Ba x t e r Shale, Me s a v e r d e Gr o u p , Le w i s Sh a l e , la n ~e Fo r m a t i o n , Fo r t Un i o n Fo r m a t i o n Map A·Sb Produced Nontributary Ground Water Rules 2 CCR 402-17 21 9 10 11 12 J r- - - , .... . . . . 16 - ~ 14 13 - ,. . ,b ; j _ -~ ~ 23 ' 24 ~ I f - r- ; 25 L ~ L M a p Ke y C J No n l r i b u t a r y Ar e a ~ St r e a m s an d Ri v e r s ' N 1N -10 3 W C J To w n s h ; p s w+ C J Se c t i o n s S LJ ' J ( ' . ' o 5 1 Mi l e s 1" = ! M i l e R'1 , i o ~ _ l _ O P ~l58 C~ _ 8 ' . 0 X 1 t W _ J _ ~ _ T h 1 _ ~ ~ - 1 1 ! . ! _ ~ ~ l - ~ f a ' . > t ~ - ~ - l _ l ~ E ~ S l _ I E _ l ! _ 1 9 _ 1 ! J ' . ~ J 8 _ ~ 1 _ ! _ J ~ ~ - Q _ e t . 18 J 17 16 15 l 1-- - - 1 - 2N -1 o z J I ' 20 21 7l . L 23 19 I l "Z . ~ 29 28 Zl 26 .. ~ J ~ .'-... . . 31 I 32 I 33 I ~" " ~ I 1 ' 1 I ~~ I "' 5 l 4 ;, ~~ 2 _L = t : i ( J ti i t e R .~-,,, 1N -10 2 W ~ - ~ ... . ~ N ' st a t e o f Co l o r a d o -D i ' l i s i o n o f wa t e r Re s o 1 1 1 c e s Pr o d u c e d No n t r i b u t a r y Gr o u n d Wa t e r Ru l e s ; 2 CC R 40 2 - 1 7 No n t r i b u t a r y Gr o u n d Wa t e r in th e Pi c e a n c e Ba s i n We b e r Sa n d s t o n e I t, 25 L_ :ti ) ....., ......... , 1 ..?-' I ~· --.._ ..J_ 1 2N 101W r--31 l~ /:=l I -6 • 1N I 10lW -li Map A-6a Produced Nontributary Ground Water Rules 2 CCR 402-17 22 M - -- ~- -- ! -~~' - . t ~ ~ ~!~+ · - L - L -_, R i o . B l a n c o . C o u n t y ~ N- 9 4 W 3N ·93W I ZT 26 25 r - - ' ~~I 34 I ~ ~I 36 M a p Ke y C J No n l r i b u t a r y Ar e a D /" ' ; I t\ ' 1 - - r r 1 " " ' - - C l D St r e a m s an d Ri v e r s ' To w n s h i p s +N Se c t i o n s w s I I I 0 2 .,0 0 0 4, 0 0 0 F. e e t 1" = 4, 0 0 0 Fe e t R'1 , i o ~ _ l _ O P ~l58 C~ _ 8 ' . 0 X 1 t W _ J _ ~ _ T h 1 _ ~ ~ - 1 1 ! . ! _ ~ ~ l - ~ f a ' . > t ~ - ~ - l _ l ~ _ U O R J ~ . _ @ _ l _ l _ l _ l _ 2 _ 1 _ 1 ~ _ 1 _ 8 _ ~ _ 1 _ 1 _ ~ ~ - e 2N 9 4 W - st a t e o f Co l o r a d o -D i ' l i s i o n o f wa t e r Re s o 1 1 1 c e s Pr o d u c e d No n t r i b u t a r y Gr o u n d Wa t e r Ru l e s ; 2 CC R 40 2 · 1 7 No n t r i b u t a r y Gr o u n d Wa t e r in th e Pi c e a n c e Ba s i n Mo r r i s o n Fo r m a t i o n an d t h e Su n d a n c e / E n t r a d a Sa n d s t o n e 2NS3W Map A-6b Produced Nontributary Ground Water Rules 2 CCR 402-17 23 ,_ Map Key CJ Non1ributary Area ~ Streams and Riven CJ Townships N w+ D Sections s I I I 0 6 12 Miles 1" = 12 Miles '· 7S '.IOOW _ • • '. '. ' ' ,. 1N 98W -~ -~~ +a"'J1 ....C.O.u • .. : 1S 1$ 1S JSN +~ WN 2S 'iBW ' 3$ 'iBW 5$ $w 2S 'if7W 3S 'if7W. 5S 'if7W I+ 2S $>1!1 ' 3S !sw 5S WN "" '. '. ' ' . I I 2S 95W _..3S , 95W 5S ~ cU n..t .5S 94W I~~!~~ 'ifN'I, ~ 6 ~ 7 . ;; l ~ s 11$ 118 ,,i' I < fJ;W_ ~ ~#, r,,J ,lgjw : , ,;o' ' ... ~~ .. ~ ..,y: -· - I ,!;,),.!{ ~ f. ' I ' ' I . ' " I ' ".~ I 'i -ii I! " 'I state of Colorado -Division of Water Resouaes Produced Nontributary Ground Water Rules; 2 CCR 402·17 Nontributary Ground Water in the Piceance Basin Undifferentiated Wasatch Formation . ' ,U • i: I, "' . I j I " ,~ 6= Map A·7a Produced Nontributary Ground Water Rules 2 CCR 402-17 24 -- - . . --- .. -- ~: --' '3iJoN ' -3i L -' ' 1N 1N 1N ' ' '3iJoN $W 'if7oN. ;-o-,. •1-a-n.:.i: ;.£.o.u -... j w f S 'iJiJW. f-2.§ 00 'iJiJW. ' 3S • 'iJiJW. • 5S 100W - SS 100")' 7S -1CQW 5S '3iJoN SS '3iJoN 7S '3iJoN 1S ' $W 28 'i£W 38 'iBW. 5S $W SS $W 1S 1S 'iJ1IN $W• ·1 I- -i- 2S 2S 'if7oN. 9§N I-~t 38 3S 'if7>N $W 3S ~ 5S ,_ 5S 5S 'if7oN. $W ~ :~'r4 · -eil d,..:i :.O.u nX SS 'if7oN. SS $W 7S + $W ' ,, - ' I-I 5$ tl5.tt .94-~]J;~ 7S 94W , , ------ 7S , 1-1-. ' :~ :~::~~ ' Map Key CJ Non1ributary Area CJ D I 0 Streams and Riven Townships w+N Sections s I I 6 12 Miles 1" = 12 Miles ()J_ I--~ I ' . !· • rf I ' I ' . state of Colorado -Division of Water Resoulf.es Produced Nontributary Ground Water Rules; 2 CCR 402·17 Nontributary Ground Water in the Piceance Basin Middle and Lower \Na satch Formation ~-• .. I ' I r ·- ' -- Map A·7b Produced Nontributary Ground Water Rules 2 CCR 402-17 25 - SS N ' 01W s . 2N "100W 1N 1,o;iw 1S 100W" 2 -2 S 0 · 100W ' 35 .'. 101W 4s· .!101W '· I SS 35 100W ' SS -101Wr 100W ., ' m 7S 18 100)/y' ~ "~ . 4tf.' 4N 4,N 'if7W ~ .. '-.; 1 · 2N -2N ·'P.,s ' 2N 98W 2N 2N 'iBN "~):y 96W JiJ5'N ' ~,. 1N 1N 98W, 'i!JW 1N .,;,r-~+a<n-e > 1N , A 4:.u .Ly. ~ 1S ~- + ·2 s 98W 35 98W 5S 98W SS 98W ' 7S 98W. 1S 9SW 2 $.J 98W 1S 'if7W, 2S 'if7W 3S 'i57W, 1S $<N 2S $<N 3S $<N 1S ~ I- ~+ 3S 96W . .5S 98W 5S 5S 5s· --'if7/N $<N 95W .:-il-r..f. -e>I d-J ,o.u 'nl 684 SS 98W +-'fW 7S 7S 98W 'if7W SS 96W ' ' - w. .9 5S 94W 5S 93W .l j_~- I I f ----.-. -I . L. ____,_ SS ' SS 92W 91W . 7.S 7S 7S + 1 ·t 0'1W , --7S .93W TZ:N 91W . -----w- 1 100W ' Map Key CJ Non1ributary Area CJ D I 0 Streams and Riven . N Townships w+ Sections s I I 6 12 Miles 1" = 12 Miles -~ -- 98W SS 98W I '' > 11S 11S 96W 95W -~ <F ' , I I ' - 93W ., state of Colorado -Division of Water Resoulf.es Produced Nontributary Ground Water Rules; 2 CCR 402·17 Nontributary Ground Water in the Piceance Basin lies Formation ' Map A-7c Produced Nontributary Ground Water Rules 2 CCR 402-17 26 -~ c-1- - -- CJ ~ CJ D I 0 - .. ' ''' ' • ' ' ' - 4N .~ 'if7oN -'3 ~~"""~c ~~_L. --N -· - '" 2 '1 . 2!' ' 2N 2N '&-2N 2N 'iSN 96N, 'I')., 96N 91S!fo1 C ... ' -,. 1N " 1N 1N ~A - j w 1N 1N 'iSN 96N 'if7oN 9IS!fol n;,,_.: H a -n+ >-<;o.U. {-¥ I ' 1$ 1s ~s 1S 1$ 1S 100W 'iSN 9lit>/il 'if7oN 96N 9IS!fol w. -J. -!. s 2S 2S I-w 'iSN 2§ 2S 2s,)-i 96N 'if7oN 1i£oN w . 9IS!fol a,s ~ -.---......... 3S 3S .. 3S ' 00\ 'iSN 96N 3S e 3S 'if7oN 96N 9IS!fol - ,. '004SW ~!_S~~4~ --~4~-~·~=-=:.: b!.4S,_:____t_ ! ·• I ~vv $W g])N .f£'N . 'i¥!M/ --94 --~ ---. -~-1 _, . ,, ., 101W 5S 5S 5S ·-100W ggw $W. ~ SS SS ~: 100W -i 'iSN l . -') 7S 7S 100W-g;jw --s-- iiN . I- P.l? 5S 5S '07!N 96N-• 9IS!fol 5S 94W . :-a-r-f. i-e-1 d-" .o.u o,:t £S 96N l a l ' SS 96N SS 96N .. . s SS SS 9IS!fol _, .JJ\J.- SS SS 9IS!fol 94W !a....G-a !Jm • .. 7S :WN 5 T ' -. . - • S,S' WN 7S '¥"' - ' -. sS- s1w. 7S S1W ... ,..., '>: BS - ' f1ti - . " ss " S1W ' ,, I ' I ' ' [- I 'I SS 7S liDN Map Key 10S 10S 10S ""1os 9IS!fol 94W WN '3M- Non1ributary Area Streams and Riven - Townships N w+ Sections s I I 6 12 Miles 1" = 12 Miles 1- 11 S ~ . . 11S '11S 9IS!fol :_ S4~-.-~' 1111'"7~ . ' .... -t-a ,_ _ _,~ . ·-' 11S -.<\;§ 93W - -~~)A~ .• . state of Colorado -Division of Water Resoulf.es Produced Nontributary Ground Water Rules; 2 CCR 402·17 Nontributary Ground Water in the Piceance Basin Willia ms Fork Formation -~ ' I .. -~ - . Map A-7d Produced Nontributary Ground Water Rules 2 CCR 402-17 27 : J_ j ~ I I I I I J ...... i I 1S 1S 102W ..-101W 2S 2S 102W 101W 3S _,3S· 102W 101W w 1l - 1oow ..; ... 1~W 2S 100W + ,_ 3S '100W H ~+ 1H ~ :'2S '3'J<N !is _, 1N 9i£N 2S ~ 37 '!EW ' 1H ~ 'i57W -111-t-V 1S 'g]w '· •2S -m>I· ' 3S 'i57W -- 2H $oN ~ 1S $oN 2s. 9>-W- GS $oN 'ttN SJ) . ' 1S 2S· ~ ~s -s"MI- ' ... 5S 94W 6 .S .SS - 102W, 101W S:S ,..; 100W 6 . ~ Map Key CJ Non1ributary Area CJ D I 0 Streams and Rivers Townships W+N E Sections s I I 7 14 Miles 1" = 14 Miles s SS )~s · '!EW J ~ ' ~ 10S ' -'i57W -· ,s 10S +$w 1 ...&o 11:S ' $>#_ • 12S 10s- ~ -n-t-y, ,~ 10S ''94W 1 1S -11S '3!NV -.-S4Yl!.;:' ,g:--- ' 10S '3ifW ' ~ ' "ZS ,~ ·-~ 7S s1w ,7 '""' ' ---""" r ~-~~"'l,....,... ~ 91W . ~.lffN , ··~ .... SS ~. SS ~ ~ S1W ~ ,.; 10s -+ ,,,.. '<! • :1 '3i-N ~! - ' ' i ' I I I - I ' I I state of Colorado -Division of Water Resoulf.es Produced Nontributary Ground Water Rules; 2 CCR 402·17 Nontributary Ground Water in the Piceance Basin Mancos Formation ,.- ' - ' L- -- - l Map A-Sa Produced Nontributary Ground Water Rules 2 CCR 402-17 28 ::+ I l' -~ ;.. Ir ! ~ 5N ' 5N ~N ' 5N 5N l -5M f"W WN "fZW 91W gJW i i s;J>N 5N 5N 5N 5N &W 'if7?N -$W 9&N T I, [! 3N ' -J!,;,,-· >~·- 104 ." • ~ ~""' ,..r VVT 21 l ' ,. 104 ~/ .! 2N 103W ' .! 2N 100W 1S 102W Y- ' t 1N ~ 101W 1S 101W IT .2s 1N -~OOW , ,.; - 1s , 100W ---4N isf• 'i13W ' 1N 1N 'iJ3W I .• $w_ ..,,,.,,~~· 1S +ii!Mi.1 1S WN QS 103W 2S 102w. iT 1of w 2S 100W .+ 2S ~ T 7 Map Key SS + 101W - pS 100W .T .'7S , P--l 7S 101W 1rDW 3S WN . CJ Non1ributary Area CJ D I 0 Streams and Rivers Townships W+N E Sections s I I 7 14 Miles 1" = 14 Miles ii' ' C .........,. ...__....,.,,.. JfJCT&\10 ITA.18 f ~IAl'S'I'~ EA.ICE OAl©T.l\ 10 I Tlll8 SXI 1 OXO 02.'0SllOC Kl ............ .,,......, ,,,,,, 4N .g]W_ ! ' ' 2S 'iflW:. GS J 'iflW ' 4N 1.-'i!W 1S soW , .. 2S $W ' ;3S pt "" W!I 1N 95'!!!. 1S 9&N 2S 9/S//i/ - f+· ~s •• '3!S:N 'SS g&N. - 4N 93W , 5S .+ 94W 1 • -'i13."" . . ' '4N 4/l 4N 1 4N am . ~~w 1 " g;w i , .'EN .. -~ N 6@ 91W 1S 91W ; u! ! l I ,. I ' ~ +-'?~ •g]W " " state of Colorado Division of Water Resoulf.es Produced Nontributary Ground Water Rules; 2 CCR 402-17 Nontributary Ground Water in the Piceance Basin Dakota Formation ' I ' I ' I -- - -- -- Map A-Sb Produced Nontributary Ground Water Rules 2 CCR 402-17 29 1si 105~ ! ' ; i :t: f g[ I .. 7S_ 7S r:J2W. ' .. - Map Key CJ Non1ributary Area CJ D I 0 Streams and Rivers Townships W+N E Sections s I I 7 14 Miles 1" = 14 Miles ?S :101W; 75.l-.; 100W 7J 7S 9&N . '<£W . t . -~-.::=:---3N'J.. mv '"d:>Ylf . , 7S + '""/" ' ~f 5N '!J&N. : .~l 7S S'!"" , ., f . - .. 7 iiw ~~ ~ -1oow ~'i>='i~~'"?.3"' ~ ~. 'ss w . os·- , . ·10s 'ifl'N 108 ~ ~· 1jS ~ ' 9S '3ZW J! 91 state of Colorado -Division of Water Resoulf.es Produced Nontributary Ground Water Rules; 2 CCR 402·17 Nontributary Ground Water in the Piceance Basin Morrison Formation ' I ' ' I I ' -I Map A-Sc Produced Nontributary Ground Water Rules 2 CCR 402-17 30 " ""'\li!:i M a p Ke y , - ; ' J. r- l - ~ - C l Ho n t r i b u t a l ' J Ar e a ·' I ~ ~ - St r e a m s an d Ri \ l e r s . ~ .. . . I - ' ., . _ _ _ , I ~ t- ~ - ' C l To \ v n s h i p s .. + ,_. -, D JJ ' - Se c t i o n s i s ~ ) f . . I I I , j r · 0 5 10 M i l e s . ~ I . ' 1" = 10 Mi l e s 0 ' • . . · ~ - .. . ·· - · , . - . ll : ' i T 1 - ' - - -· - . . ., I . ~ . . t . , ,, - I . ' h> S < l a l ~ un ' I ' • t - I ' ' - ' I ' - : !i' 1 i . ~ - l - I 1 ~ !i " . - ' - . ' ' ,. ' - ' N ' I .iJ : 1w . - ' ' . OA I & : ~!f i 1,,.. un "' · ~f!- !/ , . . - I ' ' I i I~ ~ ~ u •. !t! :i - - ·-~ - ~, -:.If ~ · j . !jr t . 1 +- - t i I - ri p ~ ,_ :- t ,N :?~ 33 N ' I' I l . ~ Sf l ;_ H S'f " "1 6$ ; ; ' " ' ' ,., ' ' , ' ' . I cl i I- I ~ .., H-- ' I a.:: ,_ , _ Ii ~)~ ] _ I - ._ .. . . ,_ · 1 }A / ' . ~~ f-t- µ.. \ ~ ,_ , _ ~oo~ -- - · ·- - - - .. . -- - · · -- -- -- -- - ... .. _)'Y i _ ·· - - '- 1-_~1!. ~!'.:.4 '!_:. -- -~ --- -- --- - - ' ·- -- -- - - · ·- - - - -- -- ,_ -- - - - -- - -· --!::'-!l ,<: __ He t N M e x i c o -- ., - -: : . ·- ~_ 1 _ 0 P J ~ 8 C~ _ 8 ' . 0 X 1 t W _ J _ ~ _ T h 1 _ ~ ~ - 1 1 ! ! _ ~ ~ 1 - ~ - ~ - 1 _ J _ U _ ~ _ 1 __ 1! _ ~ ~ - L _ l t f ~ __ l2 ! 1 ~ J 8 _ ~ _ 1 _ ~ ~ ! _ e st a t e o f Co l o r a d o -D i ' l i s i o n o f wa t e r Re s o 1 1 1 c e s Pr o d u c e d No n t r i b u t a r y Gr o u n d Wa t e r Ru l e s ; 2 CC R 40 2 · 1 7 No n t r i b u t a r y Gr o u n d Wa t e r in th e No r t h e r n Sa n Ju a n Basin Pi c t u r e d Cl i f f s Sa n d s t o n e .I il '"· n ,, ~ I • ---·....;;,~ -· I • ·Jsi. . -·~ ' I ' I ' I ' I ' '· I I i : ' ~-I ' • . ,, ------Map A-9a Produced Nontributary Ground Water Rules 2 CCR 402-17 31 ""'\li!:i " ' - ; r- l M a p Ke y J. ~ - ' - C l Ho n t r i b u t a l ' J Ar e a ·' I ~ ~ - - ' . ~ .. . . I I ' ., . _ _ _ , St r e a m s an d Ri \ l e r s ~ !- -" ,( ! , . ; . ,_. -, C l To \ v n s h i p s N ' w+ JJ ' i D Se c t i o n s J !, : . . ~ s , j r · I ' I . ~ 0 5 10 M i l e s I . ' 1" = 10 Mi l e s 0 ' . - ~ • . ll : ' . - .. . ·· - · , . -i T 1 - ' - - -· - . . I . ., ~ . . t . ' " - I . ' h> S < l a l ~ un I t - I •• ' ' ' - ' I l - : 1 i !i' . - 1 - I l . ~ !i " - ' - . ' ' ~ N N I ' ' ~ • . / I ,. ;" : > N I I • ' J, I ' ·~ - - ' • ,N i · · N - f- b . N I· N '·· ~~ •" N I g , , -: 7i1 . ; r s ~ I• . w ~ jl l o ~ :a ~N r" un ¥ ~ '+ lC ~ n~ ' ++ . ,- .. . nf u •l e t a -G O . ! I ' . . ; - !-! - ; i I I I , -J ~; ,_ j !N t : ;_ f- 3 N :?~ 33 ·!N <f l ~ j . ,1 1 sl! . 1 . ' - t g_ v y !~ . .. ~~ ~ ~- I' ,. I I I I I " ' . ' . ' ' . w ' . I ~l I - I - H-- I I , _ f- i ~ ~A " I --~ -- -, ,., - fl ~ • . :~,,J. .. . - N . 1 }A ' 1 -- - - · ~-~l : ... . . l-Y ~. ,_ , . . ~· - · f - t - l - - 1 - ' 4 W • · ' :I ! l i / I ---~ -- - · ·- - - - ·- -- - · · -- -- -- .. -- __ :,_ _~ . , ··- • ' " · ·1 1" ·-- !."---"" ~ -:'ii _,~.: 'f - " . , I -- -- - - - -- - · · ... -- .. . -· -· -- ·- . - - - - -- _, -- He t N M e x i c o ~_ 1 _ 0 P J ~ · c~ _ 8 ' . 0 X l t W _ J _ ~ _ T h 1 _ ~ ~ - · l ! ! _ ~ ~ l - ~ - ~ - · _ J _ U _ ~ _ · _ Q _ L _ I F _ t 1 _ 1 _ 2 _ _ U ~ _ · o • _ 1 ! ! . _ l _ 8 _ ~ _ ! _ ~ ! _ e st a t e o f Co l o r a d o -D i ' l i s i o n o f wa t e r Re s o 1 1 1 c e s Pr o d u c e d No n t r i b u t a r y Gr o u n d Wa t e r Ru l e s ; 2 CC R 40 2 · 1 7 No n t r i b u t a r y Gr o u n d Wa t e r in th e No r t h e r n Sa n Ju a n Basin Oi f f Ho u s e Sa n d s t o n e .I ~-n ,, " I • ·--·....;;,~ .. I • ··Jsi. .. -~ ' I ' I ' I ' I ' '· I I i : • --1 ' • . 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Article 4-203.N Wastewater Management and System Plan Berry Petroleum Company, LLC House Log Gulch Tank Farm OA Project No. 013-2977 760 Horizon Drive, Suite 102 TEL 970.263.7800 Grand Junction, CO 81506 FAX 970.263.7456 www.olssonassociates.com BERRY PETROLEUM COMPANY GARDEN GULCH TANK FARM WASTEWATER MANAGEMENT AND SYSTEM PLAN Section 4-203.N. Wastewater Management and System Plan. The operations of the facility will be similar to other natural gas operations in relatively remote areas of Garfield County. Staff will not be assigned to the facility on a regular basis. Personnel will be at the facility only for short periods of time. Workers will be providing facility maintenance and inspections. Sanitary facilities are provided by portable toilets placed on site and at numerous sites in the field per OSHA standards. These portable toilets are maintained by United Site Services, who will maintain all necessary records for waste disposal. All waste is hauled to a licensed treatment facility. A “Will Serve” letter is provided documenting the maintenance of these sanitary facilities. Berry Petroleum Company Garden Gulch Tank Farm Wastewater Management and System Plan Page 2 THIS PAGE LEFT BLANK FOR TWO-SIDED DUPLICATION. 005 Powerline Rd. Rifle, CO 81650 970-625-5556 www.unitedsiteservices.com United Site Services will provide portable toilet sanitary service for Berry Petroleum Company’s House Log Tank Facility on Garden Gulch in Garfield County, Colorado. Septic materials removed from this location will disposed of at a legal facility. Article 7 Standards Berry Petroleum Company, LLC House Log Gulch Tank Farm OA Project No. 013-2977 760 Horizon Drive, Suite 102 TEL 970.263.7800 Grand Junction, CO 81506 FAX 970.263.7456 www.olssonassociates.com Article 7 – Standards Analysis Berry Petroleum Company, LLC House Log Gulch Tank Farm DIVISION 1. GENERAL APPROVAL STANDARDS SECTION 7-101. ZONE DISTRICT USE REGULATIONS Berry Petroleum Company, LLC’s (Berry) proposed Centralized E&P Waste Management Facility, House Log Gulch Tank Farm (tank farm) will be located in the Resource Lands, Plateau Zone District. Water Impoundment is an allowed use in this region requiring a Limited Impact Review Application. SECTION 7-102. COMPREHENSIVE PLAN AND INTERGOVERNMENTAL AGREEMENTS The proposed land use change is in general conformance with the Garfield County Comprehensive Plan. There are no applicable intergovernmental agreements in place that apply to this private parcel or proposed land use change. SECTION 7-103. COMPATIBILITY The proposed tank farm is compatible with the adjacent land uses. The adjacent land uses include resource lands, public lands, oil and gas exploration and production, and open range. SECTION 7-104. SOURCE OF WATER A source of potable water is not required for workers utilizing this site. This facility is not manned on a regular basis and does not require a fresh water distribution and wastewater system to properly function. Workers will be on site for short periods of time to do fluid transfers, inspections, and maintenance. They will supply their own potable water in their vehicles. Berry will provide personnel bottled or potable water at their local field office. A source of fresh water is not required for the operation of the facility. Water will not be required for the operation of sanitary facilities. Water will not be required for landscaping, as no landscaping is planned for the site. All water to be stored and processed is generated by Berry’s natural gas production assets in the Piceance region. Water delivered to the facility will not infringe on any existing water rights. The produced water generated from Berry’s natural gas production operations is a result of Berry’s drilling operations within the Williams Fork Formation, thus the water is classified as Nontributary. The proposed tank farm will not place a demand on local groundwater resources. The proposed tank farm will process produced water from Berry’s operations only. Berry Petroleum Company, LLC Garden Gulch Tank Farm Standards Analysis Page 2 The tank farm will be permitted through the Colorado Oil and Gas Conservation Commission (COGCC) Form 28 Centralized E&P Waste Management Facility Permit. This permit application has been submitted to the COGCC and is currently under review. A copy of the permit application accompanies this submittal. The tank farm will be operated in strict accordance with COGCC regulations and approved permit criteria and conditions of approval. B. Determination of Adequate Water The proposed tank farm will not place a demand on local groundwater resources. The produced water generated from Berry’s natural gas production operations is a result of Berry’s drilling operations within the Williams Fork Formation. Water from this formation is formally classified as a nontributary formation. Details specific to the nontributary nature of the water that will be delivered to the proposed tank farm are provided in this submittal. The proposed tank farm will process produced water from Berry’s operations only. SECTION 7-105. CENTRAL WATER DISTRIBUTION AND WASTEWATER SYSTEMS A. Water Distribution System The proposed tank farm will not manned on a regular basis. This facility will not require potable or fresh water distribution within the facility. Produced water will be transported to the proposed facility via a pipeline network from Berry’s natural gas production facilities in the area. A map of the network and a list of wells providing water to the facility is located in the Water Supply section of this submittal. Water will be trucked to or from the facility only in cases of emergency for storage and/or disposal. Produced water will be transported to the tank farm from the natural gas wells in the vicinity via an existing approximately 10-mile pipeline network comprised of six-inch flexsteel pipe. The pipeline was built in segments during Berry’s natural gas development in the region. The last addition was built from the Launcher/Receiver to the C-19 pad in 2010 and is the only section of pipeline construction that required a grading permit. All other sections did not meet the threshold for a pipeline development plan or a grading permit. Copies of the permit and pipeline easements are included in this submittal. A map of the pipeline with well locations also is included in this section. B. Wastewater System A wastewater management system is not required for this facility. Employees will be on site for short periods of time to do inspections and maintenance. Per OSHA standards, sanitary facilities are provided by portable toilets placed at numerous sites in the field. These portable toilets are maintained by United Site Services. All waste is hauled to a licensed treatment facility with records maintained by United Site Services. A “Will Serve” letter is included in this submittal in the Wastewater Management Section. Berry Petroleum Company, LLC Garden Gulch Tank Farm Standards Analysis Page 3 SECTION 7-106. PUBLIC UTILITIES A. Adequate Public Utilities No public utilities are required to serve this facility. Electrical power will be provided by an on-site natural gas powered generator. The natural gas will be from supplies readily available at the facility. No additional utilities will be required. SECTION 7-107. ACCESS AND ROADWAYS These roads are not intended for use by the general public, and as a result, they were not designed or built to public road standards and will not meet these standards for the majority of their length. In many locations, the roadway is cross-sloped down toward the up-slope side of the road and a ditch. A berm is located on the down-slope (cliff) side of the road to control water run-off, reduce erosion and provide a barrier for additional vehicle safety. This berm provides a greater measure of safety that is not contemplated in the standards found in Table 7-107. Grade will exceed 10-percent in a number of places along the roadway. An exhibit or map demonstrating the location of where the road deviates with the public road standards would not provide value to Berry, the road consortium, or the public. A. Access to Public Right of Way Access to the public right of way is via a private road system including an access road to the Garden Gulch Extension Road which connects to Garden Gulch Road which ends at County Road 215. Legal access is granted by way of the Garden Gulch Road Construction and Maintenance Agreement, effective August 2006 and recorded 6/25/2007, and the Garden Gulch Road Extension Agreement dated 1/26/2007. Copies of the agreements are included in the Access and Roadways section of this submittal. B. Safe Access These roads receive daily attention and are inspected daily as part of regular operations for safety related issues. A berm is located on the down-slope (cliff) side of the road to control water run-off, reduce erosion and provide a barrier for additional vehicle safety. This berm provides a greater measure of safety that is not contemplated in the standards found in Table 7-107. A 20 mph speed limit on these roads is enforced. A security station is manned at the beginning of Garden Gulch Road near CR 215 to restrict unauthorized persons from traveling on the road. The security station also enforces when chains are required on this road. A vehicle safety area (VSA) is located in close proximity to the security station. This VSA is used to apply or remove chains from vehicles during wet or snowy conditions. The security station can also close the road if necessary due to severe weather conditions. C. Adequate Capacity Given the Average Daily Traffic of more than 200 vehicles per day, this road would be equivalent to a Secondary Access Road as described in Table 7-107 of the Land Use and Development Code. The Secondary Access Road standard requires a chip-seal or gravel Berry Petroleum Company, LLC Garden Gulch Tank Farm Standards Analysis Page 4 surface, crowned surface with a 2-percent cross slope, 3-percent sloped shoulder, ditches on both sides of the roads, and no more than a 10 percent grade. These roads were not designed or built to these public road standards and will not meet these standards for the majority of their length. The proposed tank farm is for the storage of produced water. This site, on average, will be visited once a day, generating 2 trips per day, typically by personnel transferring water or performing similar inspections at other Berry facilities in the area. The impact this project would have on public roads and adjacent properties is minimal at most and likely non-existent. One of the purposes of developing the tank farm is to decrease the amount of truck traffic hauling water in the area. The project or roadway is not part of a subdivision process, does not result in a significant change in population density of the county, and does not create any significant impact on the surrounding area or community. The project is in support of a mineral extraction operation and is located on an approved laydown yard location. D. Road Dedication Garden Gulch Road and Garden Gulch Extension Road are private roads built for the exclusive use of the natural gas industry. The right to use the roads is restricted by the Garden Gulch Road Agreements to the signers of the agreements, their employees, an d subcontractors. No further easements are required. No right-of-ways will be dedicated to public use. E. Impacts Mitigated The proposed tank farm is for the storage of produced water. This site, on average, will be visited once a day, generating 2 trips per day, typically by personnel transferring water or performing similar inspections at other Berry facilities in the area. The impact this project would have on public roads and adjacent properties is minimal at most and likely non-existent. One of the purposes of developing the tank farm is to decrease the amount of truck traffic hauling water in the area. F. Design Standards These roads are critical to the operators that are authorized to use it, and significant effort is provided to maintain them in a safe and adequate condition. Public road standards, public access, and public safety were never considered in the design and on-going maintenance of these roads, and these metrics are not appropriate for these private roads. This roadway provides a safe access to the site for Berry employees and other authorized personnel. The road geometry changes on a seasonal and even daily basis. Cross slopes change with each pass of a road grader. Widths change depending on the amount of snow and ice that accumulates along the sides of the roads during the winter. Widths also change as maintenance is performed. Surfaces and grades are constantly modified and additional road base, gravel, and native material is applied to address road damage as needed. Berry Petroleum Company, LLC Garden Gulch Tank Farm Standards Analysis Page 5 Original construction plans no longer reflect the current geometry of the roads. Development of new as-built plans is unnecessary and financially burdensome, would provide information reflective only as a snap-shot in time, and would not provide a true measure of the efforts to provide a safe and adequate access for those that are authorized to use the road. Given the Average Daily Traffic of more than 200 vehicles per day, this road would be equivalent to a Secondary Access Road as described in Table 7-107 of the Land Use and Development Code. The Secondary Access Road standard requires a chip-seal or gravel surface, crowned surface with a 2-percent cross slope, 3-percent sloped shoulder, ditches on both sides of the roads, and no more than a 10 percent grade. These roads were not designed or built to these public road standards and will not meet these standards for the majority of their length. In many locations, the roadway is cross- sloped down toward the up-slope side of the road and a ditch. A berm is located on the down-slope (cliff) side of the road to control water run-off, reduce erosion and provide a barrier for additional vehicle safety. This berm provides a greater measure of safety that is not contemplated in the standards found in Table 7-107. Grade will exceed 10-percent in a number of places along the roadway. An exhibit or map demonstrating the location of where the road deviates with the public road standards would not provide value to Berry, the road consortium, or the public. SECTION 7-108. USE OF LAND SUBJECT TO NATURAL HAZARDS Potential geologic hazards in the area of the proposed House Log Gulch tank farm and access road include landslides, flooding, and earthquakes. Landslides and debris flows could potentially occur along the access road to the facility, but not at the facility itself. The potential for a damaging earthquake to strike the facility is considered to be very low. Flooding along House Log Gulch could potentially impact the portion of the access which connects Garden Gulch Road to the facility but not the water storage site itself. Based on the available geologic information, there is little or no expected impact to the facility resulting from geologic hazards. The survey generated by Nicholson GeoSolutions shows that natural background radiation at the proposed House Log Gulch produced water management facility site is typical for Western Colorado. The radiation levels range from 15 to 21 µR/h, with no areas of greater radiation detected. The readings taken at one meter height were not significantly different from those at ground level. SECTION 7-109. FIRE PROTECTION A. Adequate Fire Protection The proposed injection well is located within the Grand Valley Fire Protection District. Berry is willing to provide training to the District regarding the site operations if requested. B. Subdivisions This standard does not apply as the proposed land use is not a subdivision nor located within a subdivision. Berry Petroleum Company, LLC Garden Gulch Tank Farm Standards Analysis Page 6 DIVISION 2. GENERAL RESOURCE PROTECTION STANDARDS SECTION 7-201. AGRICULTURAL LANDS A. No Adverse Affect to Agricultural Operations The operation of the proposed tank farm will not adversely affect agricultural operations on the subject property or adjacent lands as it is located on a previously disturbed site with little additional vegetation removal expected. B. Domestic Animal Controls The operation of the proposed tank farm will comply with this standard. No domestic animals are allowed on the site. C. Fences The proposed project area will be fenced with an 8-foot wildlife fence including wooden posts and woven wire “sheep” fence to restrict access by livestock and wildlife. Appropriate building permits will be acquired prior to fence construction. D. Roads The proposed facility will not impact adjoining roadways beyond current impacts due to the anticipated low operational traffic volumes. The proposed access from Parachute will be via County Road 215 to Garden Gulch Road to the access road to the proposed project site. The proposed tank farm does not require construction of new roads except on the project site. The access road from Garden Gulch Road is a private Semi-Primitive to Primitive/Driveway based upon Average Daily Traffic volumes. Normal maintenance and snow removal activities will not impact boundary fences. The Garden Gulch Road consortium has contracted for regular road maintenance and controls dust on a daily basis with the application of water or magnesium chloride, as needed. E. Irrigation Ditches The proposed use will not impact irrigation ditches. The tank farm has been designed with primary, secondary, and tertiary containment to contain any potential spills on the site and protect groundwater adjacent to the project site. SECTION 7-202. WILDLIFE HABITAT AREAS A. Buffers The proposed tank farm is located on a portion of an existing permitted laydown yard. The project area is located on a ridge-top in the upper elevations of the Roan Plateau. Native vegetation surrounding the site is consistent with aspen woodlands, mountain shrub, and sagebrush communities found throughout the region. Adjacent uses include oil and gas exploration activities and open rangeland. The proposed project area will be fenced to keep wildlife out. Berry Petroleum Company, LLC Garden Gulch Tank Farm Standards Analysis Page 7 The proposed project area is within a Natural Diversity Information System (NDIS) mapped greater sage grouse production area, but is not within a Garfield County Modeled Suitable Habitat. The project area is within 4 miles of 2 active lek sites. The project area is adjacent to several active natural gas operation sites. The proposed tank farm is located on a predisturbed area and will not result in impacts to greater sage grouse habitat. B. Locational Controls of Land Disturbance The project area currently is disturbed after being previously developed as a laydown yard. No additional wildlife habitat disturbance will occur. The conversion of a portion of the laydown yard to a tank farm should not alter current migration patterns, nor increase predation, interaction with vehicles, intense human activity or more severe topography or climate. C. Preservation of Native Vegetation The project area is on a previously disturbed site developed as a laydown yard. Very little disturbance is required to complete the redevelopment of a portion of the site to a tank farm. The site will be reclaimed after the projected 20-30 year life span of the wells in the area. The equipment will be removed, and the site recontoured and planted with native plant species similar to the surrounding area. Noxious weeds will be controlled during the life of the facility and during the reestablishment of native plants. The recommendations of WestWater Engineering concerning treatment and control of noxious weed infestations around the project site will be followed. The highest priorities will be to prevent the further establishment of noxious weed infestations on the project site and to control the growth of plumeless thistle and houndstongue which are currently present on the project site. D. Habitat Compensation The project area is on a previously disturbed site developed as a laydown yard. Very little disturbance is required to complete the redevelopment of a portion of the site to a tank farm. The proposed project will not impact greater sage grouse habitat. Habitat compensation will not be necessary. E. Domestic Animal Controls Domestic animals will not be allowed on the site. SECTION 7-203. PROTECTION OF WATERBODIES A. Minimum Setback No structures will be built within 35 feet of the Typical and Ordinary High Water Mark (TOHWM). No hazardous materials, sand or salt will be stored within 100 feet of the TOHWM. The site will have a tertiary containment berm around project area to prevent potential spills from the tanks from entering House Log Gulch. Berry Petroleum Company, LLC Garden Gulch Tank Farm Standards Analysis Page 8 B. Structures Permitted in Setback There will not be any structures located in this setback area. C. Structures and Activity Prohibited in Setback There will not be any structures or activities located within the 35-foot and 100-foot buffer zones. D. Compliance with State and Federal Laws The facility will comply with applicable state and federal laws through adherence to CDPHE and COGCC rules. SECTION 7-204. DRAINAGE AND EROSION A. Erosion and Sedimentation The proposed tank farm will require very little clearing or vegetation removal beyond the existing laydown yard and previously disturbed area. BMPs such as sediment basins, diversion ditches, top soil berms and sediment traps will be utilized to ensure the continued protection of water bodies from stormwater runoff during construction and operation of the facility. The CDPHE Stormwater Permit has been obtained and is included in this submittal. The Stormwater Management Plan (SWMP) included in this submittal also covers the laydown yard where the proposed project will be located. B. Drainage Lots are not proposed as part of this land use application. Due to the nature of the project and COGCC Rule 908.b(5)E, the site drainage is designed to accommodate a 100-year, 24-hour event. The facility is designed and constructed with a run-on control system to prevent flow onto the facility during peak discharge and a run-off control system to contain the water volume from a 25-year, 24-hour storm. Stormwater falling within the project site will be retained on the site. Stormwater falling outside the project site will be diverted around the site into sediment traps and a sediment pond where it can be released gradually. Drainage ditches are designed with a minimum slope of 1% toward the sediment traps and/or sediment pond. They are also designed with a 1:2 edge slope and are five feet wide at the top. Structures will be designed to divert water away from the foundations into appropriate drainage ditches. Drainage will not flow to adjacent lots. C. Stormwater Run-Off The proposed tank farm does not create 10,000 square feet or more of impervious surface area. Stormwater will not flow directly into House Log Gulch, but will be directed to sediment traps and a sediment pond prior to being released. Berry Petroleum Company, LLC Garden Gulch Tank Farm Standards Analysis Page 9 The impervious areas on the proposed project site are caused by the tanks and other structures that will be part of the facility. There are no directly-connected impervious areas. The facility is designed and constructed with a run-on control system to prevent flow onto the facility during peak discharge and a run-off control system to contain the water volume from a 25-year, 24-hour storm. Stormwater falling within the project site will be retained on the site. Stormwater falling outside the project site will be diverted around the site into sediment traps and a sediment pond where it can be released gradually. The purpose of the retention to is make sure that pollutants from the site do not enter the adjacent waterways. The sediment traps and sediment pond will have rock armoring at their outlets to prevent erosion and to prevent sedimentation from reaching nearby waterways. Culverts and drainage pipes utilized at this facility are designed and constructed according to AASHTO recommendations for a water live load. All stormwater BMPs will be inspected and maintained per CDPHE and COGCC rules for the life of the facility and during reclamation. SECTION 7-205. ENVIRONMENTAL QUALITY A. Air Quality An Air Quality permit application will be secured from the CDPHE prior to construction of the facility. Berry will comply with all conditions of approval related to the permit when it is approved. A floating ceiling will be installed in each tank in order to prevent any VOC emissions from entering the atmosphere. Vapors from inside each storage tank will be collected in a vapor header. This header then directs the recovered vapors produced in the oil and water tanks to a Vapor Combustion Unit, where they will be incinerated. The size of the VCU has not been determined. B. Water Quality This facility will operate in compliance with all applicable state and federal hazardous material regulations. Implementation and adherence to Berry’s SWMP BMPs and Spill Prevention Control and Countermeasures Plan (SPCC) will assure that water quality is protected. There will be no hazardous materials stored at the proposed tank farm. The tank farm will have primary, secondary and tertiary containment in the event of a release from any of the tanks to protect surface water and ground water adjacent to the facility. A groundwater monitoring program will be in place in adherence of COGCC Form 28 rules for an E&P Centralized Waste Management Facility. Water level and leak detection systems will be installed to prevent accidental releases. The facility will be monitored remotely by Berry via a SCADA system. Berry has a CDPHE Stormwater Permit in place for this site. The BMPs will be inspected and maintained for the life of the project site in accordance with CDPHE and COGCC rules. Berry Petroleum Company, LLC Garden Gulch Tank Farm Standards Analysis Page 10 Berry will install up to three monitoring wells, one up-gradient and two down-gradient from the facility. The wells are scheduled for sampling twice a year. Berry will make every reasonable effort to sample nearby springs twice a year, depending upon climate conditions and the amount of water in the springs. SECTION 7-206. WILDFIRE HAZARDS A. Location Restrictions The proposed project is located in a moderate wildfire area according to the Garfield County online GIS map resources. B. Development Does Not Increase Potential Hazard The facility will not increase the potential intensity or duration of a wildfire, or adversely affect wildfire behavior or fuel composition. The facility will be able to be shut down remotely in case of wildfire. C. Roof Materials and Design All roof materials will be made of noncombustible materials. SECTION 7-207. NATURAL AND GEOLOGIC HAZARDS No surficial geologic hazards (landslide, mudflow, fan) or soils hazards have been mapped in the immediate vicinity of the proposed disposal facility. The location is not located in an area mapped as a floodplain hazard by the Federal Emergency Management Agency (FEMA). However, because of the natural slope across the property within the northwest to southeast oriented drainage, overland flow is possible in the event of an extreme precipitation event. Although records of extreme rainfall events are unavailable for locations on top of the Roan Plateau, climate records since the mid-20th century indicate that the record 24-hour rainfall amounts have not exceeded 2 inches. The duration of these events within a 24-hour period is not known, and it is possible that a short burst of intense rainfall event could cause local overland flow in the watershed that encompasses the project site if a precipitation rate exceeds the infiltration rate of the watershed soils. A. Utilities No above-ground facilities are located in the area, nor are they needed for the proposed tank farm. B. Development in Avalanche Hazard Areas The proposed project area is not located in an avalanche hazard area. C. Development in Landslide Hazards Areas The area where the proposed tank farm would be located is adjacent to House Log Gulch in an area where slope angles are generally low. In addition, the laydown yard has been previously leveled with no loss of slope stability, including on the large cut face located along the western side of the location. Therefore landslides and debris flows are not considered to be a threat to the facility. Berry Petroleum Company, LLC Garden Gulch Tank Farm Standards Analysis Page 11 D. Development in Rockfall Hazard Areas The proposed project area is not located in a rockfall hazard area. E. Development in Alluvial Fan Hazard Area The proposed project area is not located in an alluvial fan hazard area. F. Slope Development The primary limitations for shallow excavations are based on the slopes, the shallow depth to bedrock, and the potential for caving of cut banks. Consideration will be given to the design and construction of this facility to ensure that slopes are graded appropriately to minimize the potential for cutback caving. G. Development on Corrosive or Expansive Soils and Rock The suitability of the soils in the project area is identified as being somewhat to very limited in regard to the construction of ponds and embankments. The limitations identified are primarily applicable to unlined water impoundments. Consideration will be given to design and construction characteristics related to the area soil thickness and depth to bedrock to mitigate these limitations. Consideration will also be given to the design and operation of the liner system for the containment areas, which will mitigate further potential seepage and leaks. H. Development in Mudflow Areas The proposed project area is not located in a mudflow area. I. Development Over Faults Given the lack of potentially active faults on the Roan Plateau, the potential for a damaging earthquake to occur near the proposed facility is considered to be very low. SECTION 7-208. RECLAMATION A. Applicability No ISDS will be installed at this site. Construction of a driveway will not be included as part of the project. The existing access to the project site is from Garden Gulch Road (a private road), therefore no Garfield County or CDOT access permits are required. Any disturbance outside the actual project site will be reclaimed as soon as construction is completed per COGCC Rules 1003 and 1004 for interim and final reclamation. This facility will be covered under a reclamation bond held by the COGCC as part of the Form 28 permitting process. B. Reclamation of Disturbed Areas A copy of Berry’s Reclamation Plan is included in this submittal. Areas disturbed during development will be restored as natural-appearing landforms that blend in with adjacent undisturbed topography at the end of the life of the tank farm. Berry Petroleum Company, LLC Garden Gulch Tank Farm Standards Analysis Page 12 Areas disturbed by grading will be contoured so they can be revegetated as appropriate for interim and final reclamation. At the end of the life for the tank farm, it will be planted and have vegetation established and growing based on 70% coverage compared with the original on-site vegetation within two growing seasons of reclamation, using species as noted in the Reclamation Plan. Top soil will be stockpiled as berms around the perimeter of the project site. The berms will be temporarily revegetated to reduce erosion until such time as the site is reclaimed. No retaining walls are planned for this project. Very little additional clearing of debris will be necessary because the project is located a portion of a current laydown yard. Any additional debris will be disposed of appropriately. Interim reclamation will begin as soon as practicable on all areas where final reclamation cannot be applied. Areas disturbed during construction will be stabilized via grading and contouring to prevent erosion, reduce soil loss, and reduce the chance of slope failure. Additional interim reclamation activities will take place to satisfy COGCC Rules. The site will be closed and reclaimed in approximately 20-30 years, at the end of the life of the natural gas wells serving the tank farm. The site will be closed per COGCC rules as outlined in the Reclamation Plan. Final reclamation will include grading to match original contours. Additionally, self-sustaining vegetative communities will be established to 80% of pre-disturbance levels, excluding noxious weeds. The site will be inspected annually by a third party revegetation/reclamation specialist until revegetation meets or exceeds predisturbance vegetation. DIVISION 3. SITE PLANNING AND DEVELOPMENT STANDARDS SECTION 7-301. COMPATIBLE DESIGN Operation of the proposed facility will be consistent with nearby uses, which consist mainly of natural gas development. The facility will be unmanned except during water transfers, inspection and maintenance. There will be minimal impacts to the existing roadway system during the operational phase. A. Site Organization The proposed land use will not impact streets, lots, solar access, parking, pedestrian access, and access to common areas as it is located in the Resource Lands, Plateau Zone of Garfield County. No residences or commercial businesses are located near the project. B. Operational Characteristics Adjacent lands will not be impacted by the generation of vapor, odor, smoke, glare, noise or vibration beyond the impacts already associated with the operations of the existing natural gas exploration and production in the area. Generation of dust will be mitigated by use of water or other additives to the road to decrease/prevent the generation of dust caused by vehicles accessing the tank farm. Berry Petroleum Company, LLC Garden Gulch Tank Farm Standards Analysis Page 13 The pumps for the tank farm will be powered by electricity from a natural gas powered generator. The pumps will be housed in a pump house. Noise will not exceed State noise standards pursuant to COGCC Rule 802 regarding noise and abatement. Typical hours of operation will be 7:00 am to 6:00 pm, although the site is available to personnel 24 hours a day, in case of emergency. C. Buffering The proposed project site is located on the Resource Lands-Plateau zone. Adjacent properties are in the same zone district. The adjacent uses are similar to this proposed land use. No buffering is required to mitigate visual, noise or similar impacts from adjacent properties. D. Materials All equipment will be painted appropriately to blend in with the surrounding area, except where required to be painted differently for safety reasons. SECTION 7-302. OFF-STREET PARKING AND LOADING STANDARDS A. Off-Street Parking Required All parking will be on the project site, out of the public right-of-way and off of private roadways. B. Off Street Loading Required All loading will take place on the project site, out of the public right-of-way and off of private roadways. C. Continuing Obligation All activities will take place on the project site, out of the public right-of-way and off of private roadways and vehicle areas will be maintained as necessary for the life of the tank farm. D. Location of Required Parking Spaces Parking will take place on the project site. E. Loading and Unloading All loading and unloading activities will take place on the project site, out of the public right- of-way and off of private roadways. F. Parking and Loading Area Surface The parking and loading area surface will be graveled. Grading and Drainage has been designed by a professional engineer with a run-on control system to prevent flow onto the facility during peak discharge and a run-off control system to contain the water volume from a 25-year, 24-hour storm. Stormwater falling within the project site will be retained on the site. Stormwater falling outside the project site will be Berry Petroleum Company, LLC Garden Gulch Tank Farm Standards Analysis Page 14 diverted around the site into sediment traps and a sediment pond where it can be released gradually. The purpose of the retention to is make sure that pollutants from the site do not enter the adjacent waterways. Striping is not necessary nor appropriate for this project site. G. Minimum Dimensions of Parking Areas Due to the low volume of traffic and the restricted nature of access to the proposed tank farm, this standard does not apply. J. Compact Car Spaces Due to the low volume of traffic and the restricted nature of access to the proposed tank farm, this standard does not apply. H. Minimum Dimensions of Loading Berths Due to the low volume of traffic and the restricted nature of access to the proposed tank farm, this standard does not apply. I. Handicapped or Accessible Parking Due to the low volume of traffic and the restricted nature of access to the proposed tank farm, this standard does not apply. J. Unobstructed Access Due to the low volume of traffic and the restricted nature of access to the proposed tank farm, this standard does not apply. K. Tandem Parking Due to the low volume of traffic and the restricted nature of access to the proposed tank farm, this standard does not apply. L. Backing onto Public Streets Prohibited Vehicles will not back onto public streets. M. Access Driveways The access road will be 30 feet where it joins the private Garden Gulch Road. Drivers will have clear vision in both directions where they exit and enter Garden Gulch Road. N. Parking and Loading Area Landscaping and Illumination The proposed project is not located adjacent to residential uses or in a residential zoning district. This standard does not apply SECTION 7-303. LANDSCAPING STANDARDS This type of industrial use is exempt from the landscape standards of the Development Code. Berry Petroleum Company, LLC Garden Gulch Tank Farm Standards Analysis Page 15 SECTION 7-304. LIGHTING STANDARDS A. Downcast Lighting All lighting will be directed inward, towards the interior of the site. B. Shielded Lighting All exterior lighting will be shielded so as not to shine directly onto other properties. C. Hazardous Lighting Light from the site will not create a traffic hazard or be confused as traffic control devices. D. Flashing Lights The facility will not contain flashing lights. E. Height Limitations There will be no light sources exceeding 40 feet in height on the site, except possibly OSHA required safety lighting on stairways on the tanks. SECTION 7-305. SNOW STORAGE STANDARDS Snow will be stored in an area sufficient to hold the snow moved from the access roads and project location as needed. It will not be stored in a parking area and will not restrict access or circulation, or obstruct the view of motorists. Snow will not be stored on a public roadway. The area for snow storage is designed to drain into the appropriate drainage ditches, and not onto adjacent property. SECTION 7-306. TRAIL AND WALKWAY STANDARDS The proposed site is located in the Resource Lands-Plateau Zone of Garfield County on private property. A connection to public facilities is not appropriate or feasible. DIVISION 10. ADDITIONAL STANDARDS FOR INDUSTRIAL USES SECTION 7-1001. INDUSTRIAL USE A. Residential Subdivisions The proposed site is located in the Resource Lands-Plateau Zone of Garfield County. B. Setbacks The proposed land use is located approximately 215 feet from the nearest property boundary. C. Concealing and Screening No planned fabrication, service, or repair operations will take place on site. The adjacent uses are similar to this proposed land use, so further concealing and screening are not required. Berry Petroleum Company, LLC Garden Gulch Tank Farm Standards Analysis Page 16 D. Storing All storage will prevent materials from being transferred off the property by any reasonably foreseeable natural cause or force. All products will be stored in compliance with all national, state, and local codes. The edge of the proposed tank farm site is more than 100 feet away from the nearest adjacent property line. The tank farm is designed to have three spill containment areas. E. Industrial Wastes All industrial wastes will be disposed of in a manner consistent with federal and state statutes and requirements of CDPHE and COGCC. Trash will be hauled away by Doug Teter & Sons Oilfield Construction, Inc. A Will Serve Letter is included in this section. F. Noise No significant sound impacts will be generated from the facility. The occasional pickup trucks carrying personnel for water transfer, inspection, and maintenance activities will not impact surrounding operations and properties beyond the impacts of the current natural gas operations in the adjacent area. Pumps for the tank farm are electric and will be housed in a pump house to reduce any potential noise impacts. The noise output calculation shows that the sound output level should be below the light industrial limit at 420 feet, the distance to the nearest property boundary, from the equipment. This sound output level is calculated based on the designer’s maximum noise output level specification. Operation of the facility will not exceed the standards set out by the COGCC. A Sound Analysis is included in this submittal. G. Ground Vibration Ground vibration will not be measurable at any point outside the property boundary. H. Interference, Nuisance, or Hazard Adjacent lands will not be impacted by the generation of vapor, dust, smoke, noise, glare, or vibration beyond those impacts of the current natural gas activities in the area. Berry will apply the appropriate level of controls to accommodate potential impacts via adherence to CDPHE Air Quality regulations and the implementation of industry BMPs included in the SWMP and Berry’s dust control plan. During construction the project site and access will be treated to reduce fugitive dust using water or other dust suppressants or graveled as needed. This proposed use will comply with Colorado Revised State Statutes and COGCC Rules regarding noise impacts at all times. The appurtenant facilities (such as pumps) will not generate noise levels above the thresholds identified by the COGCC. oug Teter & Sons Oilfield Construction, Inc. 4949 Co unty Road 309 - Parachute, Colorado 81635 Over 2 5 Years Experience Office : 9 70.625 .5 7 34 Dec. 13, 2013 Berry Petroleum Company 235 Callahan Av e. Parachute, CO 81635 RE: House Log Tank Facility Trash Service 't -·'""- D oug Teter 970.625.5734 Cell: 970.986 .1859 Craig Teter 970.283.5818 -------------·---~11~970.986.1860 A. Doug Teter 970.625.2141 Cell: 970.986 -1861 FAX 9 7 0.625 .0 7 80 Teter & Sons will be supplying Berry Petroleum Company with trash containers for use on the House Log Tank Facility on Garden Gulch Mesa in Garfield County, CO . The disposal associated with the containers will be hauled off and legally disposed of at the Garfield County Landfill. Yours truly, (!.~~ Craig/Doug Teter Article 7-1003.C Emergency Response Plan Berry Petroleum Company, LLC House Log Gulch Tank Farm OA Project No. 013-2977 Emergency Response Plan 1 EMERGENCY CONTACT INFORMATION FOR HOUSE LOG TANK FARM FACILITY TABLE OF CONTENTS INCIDENT COMMAND SYSTEM CONTACT LIST – PICEANCE – PARACHUTE, CO 2 OUTSIDE AGENCY CONTACT LIST – COLORADO 3 OUTSIDE AGENCY CONTACT LIST – COLORADO GRID SUMMARY 6 EMERGENCY RESOURCES – COLORADO CONTACT LIST 7 EMERGENCY RESPONDERS AND MEDICAL RESOURCES NOTIFICATION LIST 8 AREA MAP 9 Emergency Response Plan 2 INCIDENT COMMAND SYSTEM (ICS) CONTACT LIST – PICEANCE – PARACHUTE, COLORADO KEY FIELD CONTACTS Derek Johnson Field Superintendent Cell: 970.274.3335 Office: 970.285.5201 Email: dsjohnson@linnenergy.com Brent White Production Foreman Cell: 970.948.2177 Office: 970.285.5204 Email: bwhite@linnenergy.com Tom Hogelin Construction Foreman Cell: 970.948.2785 Office: 970.285.5207 Email: thogelin@linnenergy.com Dougo Wenzel Field Safety Rep. Cell: 970.778.2735 Office: 970.285.5212 Email: dwenzel@linnenergy.com Stan Bench EHS Specialist Cell: 435.823.1820 Office: 435.722.1325 Email: sbench@linnenergy.com Terri Bell Office Manager Cell: 970.930.0127 Office: 970.285.5203 Email: tbell@linnenergy.com NOTE: ALL LOCAL LANDOWNER AND AREA OIL AND GAS OPERATORS MUST BE CONTACTED IN THE EVENT OF A REPORTABLE SPILL. SEE CONTACTS ON PAGE 7 OF THIS DOCUMENT. Emergency Response Plan 3 OUTSIDE AGENCY CONTACT LIST - COLORADO Notify Timeframe Hazardous Materials Oil and Gas Conservation Commission (303) 894-2100 ASAP, but within 24 hrs. To Land:≥ 1 BBL (E&P Waste, Oil/Water) Outside Containment requires 24-HR Notification and Form 19 Within 72 hours To Land:≥ 1 BBL In Containment Requires NO Notification To Land: ≥ 5 BBL Regardless of Containment requires 24-HR Notification and Form 19 Within 72 Hours Oil and Gas Conservation Commission (303) 894-2100 CDPHE 1-877-518-5608 Immediately To Water: Spills any size that impact or threaten to impact waters of the state must be reported to OGCC and CDPHE Immediately Other: Spills of any size that impacts or threatens to impact a residence or occupied structure, livestock, or public byway Bureau of Land Management (303) 239-3600 Immediate (by telephone or telegraph) To Land: Spills of more than 100 bbls of fluid and/or 500 MCF of gas released National Response Center (NRC) 1-800-424-8802 Immediate (as soon as one has knowledge of the discharge) (40 CFR §110.6) Discharge of oil in harmful quantity (~Causes film, sheen, or discoloration of the surface of the water or adjoining shorelines or causes a sludge or emulsion to be deposited beneath the surface of the water or upon adjoining shorelines) (40 CFR §110.3) CDPHE 1-877-518-5608 ASAP, but within 24 hrs. Release of > RQ in 40 CFR §302.4 Emergency Response Plan 4 OUTSIDE AGENCY CONTACT LIST - COLORADO Notify Timeframe Hazardous Materials Colorado State Patrol (970) 824-6501 Dispatch Immediately, but within 24 hrs. Spills and incidents that have or may result in a spill along a highway must be reported to the nearest law enforcement agency immediately. CDPHE 1-877-518-5608 Immediately In the event of a spill of hazardous waste at a transfer facility, the transporter must notify CDPHE w/in 24 hours if the spill exceeds 55 gallons or if there is a fire or explosion. National Response Center 1-800-424-8802 Immediately (as soon as one has knowledge of the discharge) (40 CFR §110.6) Release of > RQ of CERCLA Hazardous Substance in any 24-hr period into environment (40 CFR §302.6) LEPC (720) 852-6603 Immediately (40 CFR §355.40(b)(1)) Release of > RQ of EHS or CERCLA Hazardous Substance if LEPC’s area likely to be affected by the release (40 CFR §355.40(a) and (b)) State Emergency Response Commission (SERC) (720) 852-6603 Immediately (40 CFR §355.40(b)(1) Release of > RQ of EHS or CERCLA Hazardous Substance if SERC’s area likely to be affected by the release (40 CFR §355.40(a) and (b)) The Colorado Public Utilities Commission Gas Pipeline Safety (CPUC) (303)-894-2851 ASAP, but no more than 2 hours Release of gas from a natural gas pipeline or liquefied natural gas facility if a person is killed or injured, there is an emergency shutdown of the facility, or there is property damage of $50,000 or more. The CPUC Should also be notified if there is a release that results in the evacuation of 50 or more people from an occupied building or the closure of a roadway. *Written follow up reports are also required, deadlines for each agency vary Emergency Response Plan 5 Threshold for spill reporting Volume Contained Within Berm 24-Hour Verbal Notice 72-Hour Form 19 Existing Rule 906.b Reportable Spills > 1 BBLs NO YES YES > 5 BBLs YES YES YES Any Size – Impact or Threat to waters of state, residence, occupied structure, livestock, public byway, or surface water supply area.* Not Specified YES YES HB 13-1278 > 1 BBL NO** YES YES > 1 BBL YES** NO NO * Report impact or threat to surface water supply area immediately. ** HB 13-1278 specifies spilled outside berm or other secondary containment 24hr verbal Contacts: 1. Carlos Lujan, COGCC director: (970) 625-2497 ext. 7 2. Applicable landowner: Refer to Page 7 3. Kirby Wynn, Garfield county energy liaison: (970) 625-5905, (970) 987-2557 (cell) Additional contacts if waterways, residences, etc. affected 1. Rob Ferguson, emergency planning coordinator: (970) 285-9119 2. Environmental Release Hotline: 1-877-518-5608 Form 19 72 Hour and supplemental 10 Day Form 19 submittal to Carlos Lujan: Emergency Response Plan 6 Na t i o n a l R e s p o n s e C e n t e r Oi l a n d G a s C o n s e r v a t i o n C o m m i s s i o n Bu r e a u o f L a n d M a n a g e m e n t Lo c a l S e w e r A u t h o r i t y & L o c a l W a s t e w a t e r T r e a t m e n t P l a n t CD P H E Co l o r a d o S t a t e P a t r o l LE P C SE R C Co l o r a d o P u b l i c U t i l i t i e s C o m m i s s i o n Ga s P i p e l i n e S a f e t y Release of > 5 bbls of petroleum product, crude oil and used oil to land X Spill of more than 1 bbl of E&P waste to land must be reported in writing X Spills of an size that impact or threaten to impact waters of the state X X Spills of more than 100 bbls of fluid and/or 500 MCF of gas released to land X X Any accidental discharge to the sanitary system X Discharge of oil in harmful quantity (Cuases film, sheen, or discoloratin of the surface of water or adjoining shorelines or cuases a sludge or emulsion X X X Release > RQ of CERLA Hazardous Substance in any 24- hr period into environment X X Spills and incidents that have or may result in a spill along a highway X Spill of hazardous waste at a transfer facility > 55 gallons or if there is a fire or explosion X Release of > RQ of EHS or CERLA Hazardous Substance if LEPC's or SERC's area likely to be affected by release X X X X Release of gase from a natural gas pipeline or liquefied natrual gas facility if a person is killed or injured, there is an emergency shutdown of the facility, property damage exceeding $50,000 or evacuation of 50 or more people. X X X X X OUTSIDE AGENCY CONTACT LIST – COLORADO GRID SUMMARY Emergency Response Plan 7 EMERGENCY RESOURCES – COLORADO CONTACT LIST CONTACTS FOR SUPPLIES/EQUIPMENT CONTACT NUMBERS American Oilfield Products/Jim Woolman O 970.625.2250; C 970.250.7772 Bell Supply Company/Tim Acosta O 970.625.0320; C 970.274.0306 NOV Wilson Supply Company/Joe Kellebrew O 970.625.8183; C 970.319.8480 CONTACTS FOR REPAIR WORK Doug Teter & Sons/Craig Teter C 970.210.0580 Moody Construction & Sons/Shawn Moody C 970.379.5780 Gonzo/Davey Graham C 970.261.9799 Cross Excavation/Donnie Snidow C 970.986.9678 UTILITIES UNCC (One Call) 811 AREA NOTIFICATION LIST Craig Tysse / Chevron O.970.285.9722; C.970.623.0418 Eric Ward / Marathon O.970.244.5735; C.970.589.5949 John Savage / Adjacent Land Owner O.970.625.1470; C.970.379.6745 Hollis Bairrington / Wapiti O.303.996.1822; C.303.656.1464 Emergency Response Plan 8 EMERGENCY RESPONDERS & MEDICAL RESOURCES CONTACT LIST Service Name Address Phone Air Evacuation St. Mary’s Care Flight 2635 N 7th Street Grand Junction, CO (800) 332-4923 Ambulance & Fire - Parachute Grand Valley Fire Protection District 0124 Stone Quarry Road Parachute, CO Emergency: 911 (970) 625-8095 Ambulance & Fire – Rifle Colorado River Fire Rescue 1850 Railroad Avenue Rifle, CO Emergency: 911 (970) 625-1243 Hospital – Glenwood Springs Valley View Hospital 1906 Blake Avenue Glenwood Springs, CO (970) 945-6535 Hospital – Grand Junction St. Mary’s Hospital & Medical Center 2635 N. 7th Street Grand Junction, CO (970) 244-2273 Hospital – Rifle Grand River Hospital District 501 Airport Road Rifle, CO (970) 625-1510 Medical Clinic Battlement Mesa Clinic 73 Sipprelle, Suite K Parachute, CO (970) 285-7046 Police – Parachute Parachute Police Dept. 222 Grand Valley Way Parachute, CO Emergency: 911 (970) 285-7630 Police – Rifle Rifle Police Dept. 202 Railroad Avenue Rifle, CO Emergency: 911 (970) 625-2331 Sheriff Garfield County Sheriff 107 8th Street Glenwood Springs, CO Emergency: 911 (970) 945-0453 State Patrol State of Colorado 202 Centennial Drive Glenwood Springs, CO (970) 945-6198 State Patrol (Dispatch) (970) 625-8095 Emergency Response Plan 9 Emergency Response Plan Rev.1 – March 2014 10 EMERGENCY RESPONSE PLAN BERRY PETROLEUM CORPORATION – PICEANCE WATER IMPOUNDMENTS AND LAYDOWN/STORAGE AREAS GARFIELD COUNTY, COLORADO Prepared for: BERRY PETROLEUM CORPORATION Prepared by: Olsson Associates 760 Horizon Drive, Suite 102 Grand Junction, Colorado 81506 Updated March 2014 This page left blank for two-sided printing. TABLE OF CONTENTS Section Page No. 1 INTRODUCTION ...................................................................................................... 1 1.1 Purpose of the Emergency Response Plan ......................................................................................... 1 1.2 Legal Authority ............................................................................................................................................ 1 1.3 Assumptions and Situations ................................................................................................................... 2 1.4 Health and Safety Emergency Procedures Overview ....................................................................... 2 1.5 Plan Update and Revisions Procedures ............................................................................................... 3 1.6 Plan Distribution ......................................................................................................................................... 3 2 PROJECT HAZARD AND RISK ANALYSIS ........................................................... 4 2.1 Overview of the Project ............................................................................................................................. 4 2.2 Onsite Risk Evaluation .............................................................................................................................. 4 2.3 Offsite Risk Evaluation ............................................................................................................................. 4 3 PREVENTION .......................................................................................................... 5 3.1 General Prevention Policy ....................................................................................................................... 5 3.2 Fire Prevention Policy ............................................................................................................................... 5 3.3 Fire Prevention Activities ......................................................................................................................... 5 3.4 Fire Prevention Inspection and Maintenance...................................................................................... 6 3.5 Site Safety Inspections ............................................................................................................................. 6 4 PREPAREDNESS ................................................................................................... 6 4.1 Supplies and Equipment .......................................................................................................................... 6 4.2 Facility Security .......................................................................................................................................... 6 5 DETECTION AND NOTIFICATION PROCEDURES ............................................... 7 5.1 Emergency Notification ............................................................................................................................ 7 5.2 Emergency Alerting Procedures ............................................................................................................ 7 5.3 Evacuation and Personnel Accountability ........................................................................................... 7 6 INCIDENT HANDLING PROCEDURES .................................................................. 8 6.1 Fires and Explosions ................................................................................................................................. 8 6.2 Hazardous Material Releases .................................................................................................................. 8 6.3 Site Emergency ......................................................................................................................................... 10 6.4 Hydrocarbon/Petroleum Spills .............................................................................................................. 10 6.5 Produced Water Spills............................................................................................................................. 11 6.6 Medical Emergency .................................................................................................................................. 13 6.7 Severe Weather and Natural Disasters ............................................................................................... 13 6.8 Bomb Threats ............................................................................................................................................ 13 6.9 Transportation Accidents ....................................................................................................................... 13 6.10 Vandalism/Sabotage ................................................................................................................................ 14 7 OPERATIONS SHUTDOWN ................................................................................. 15 7.1 Emergency Shutdown Policy ................................................................................................................ 15 8 TERMINATING THE EMERGENCY ...................................................................... 16 8.1 Recovery of Operations .......................................................................................................................... 16 8.2 Documentation .......................................................................................................................................... 16 8.3 Damage Assessment ............................................................................................................................... 16 8.4 Post-Emergency Activities ..................................................................................................................... 16 Appendix I - BERRY PETROLEUM CONTACT/PERSONNEL LIST ........................................................ 19 Appendix II - EMERGENCY RESPONSE PLAN REVIEW RECORD ......................................................... 20 Appendix III - EMERGENCY CONTACTS ................................................................................................... 21 Appendix IV - CHRONOLOGICAL RECORD OF EMERGENCY............................................................. 22 Appendix V - SPILL RELEASE REPORT FORM ...................................................................................... 24 Appendix VI - BOMB THREAT CHECKLIST............................................................................................... 25 Appendix VII - ON SITE EMERGENCY RESPONSE EQUIPMENT ......................................................... 26 BERRY PETROLEUM EMERGENCY RESPONSE PLAN - 1 - 1 INTRODUCTION 1.1 Purpose of the Emergency Response Plan This Emergency Response Plan (ERP) is specific to oil and natural gas projects, owned and operated by Berry Petroleum Corporation (Berry). This document is designed to provide for the safety and welfare of project personnel, the community, the environment, and property by enabling a coordinated and efficient response by Berry personnel and their contractors in the event of an emergency. The overall strategic objectives in any emergency response will be as follows: • maximize personnel and public safety; • identify the source of the emergency, isolate the area, control the source; • maximize protection of environmental, social, and economically sensitive areas; • minimize long term impacts on wildlife; • minimize secondary environmental impacts from wastes; and • assure appropriate response to the release of hazardous substances; • notify appropriate public agencies; • establish methods for reporting fires and other emergency events; • establish and maintain adequate communication with governmental agencies (fire, police, public officials, etc.) and clarify their responsibilities; 1.2 Legal Authority The intent of this ERP is to comply with guidelines set forth by the Occupational Safety and Health Administration (OSHA). Specifically, the regulations of 29 CFR 1910.38 and 29 CFR 1910.120 have been followed when applicable. BERRY PETROLEUM EMERGENCY RESPONSE PLAN - 2 - 1.3 Assumptions and Situations This ERP is intended to serve as an “all hazards” plan. It contains established guidelines for effectively managing these hazards and the names of organizations/agencies to be notified in the event of an emergency situation. The procedures outlined in this ERP were developed under the assumption that the local fire protection and emergency response agencies will respond to emergencies at the reported location when notified and will assist to the extent of their respective capabilities. This ERP provides procedures to address the following types of emergency events: • Catastrophic Failure and Damage: - fires or explosions - well blowouts - major environmental release such as spills - significant destruction of facilities • Disruption to normal operations: - non-permitted material/chemical releases from stationary or mobile sources - any unscheduled emergency shutdown - major accidents involving Berry vehicles or equipment owned by contractors - terrorist and/or bomb threats - threats against employees or Berry facilities - fatalities or multiple hospitalizations involving employees or members of the public - disturbances on Berry property - damage to Berry property which interferes with the performance of normal business • Natural disasters and severe weather conditions including: - floods - damaging storms - earthquakes - weather extremes (cold, blizzards, heat) - lightning and wildfires 1.4 Health and Safety Emergency Procedures Overview This ERP is intended to provide Berry employees and their contractors with plans of action during emergencies. When the project site, or a portion of the project site, is involved in an emergency event, Berry personnel or their contractors shall take the appropriate action to safeguard human life, protect employees and surrounding property, and maintain or restore operations if possible. The task supervisor and/or BERRY PETROLEUM EMERGENCY RESPONSE PLAN - 3 - operations manager will provide specific directions to the employees, contractors, and visitors in each situation as conditions warrant. Task supervisors and/or operations managers must become thoroughly familiar with this plan and must initiate the emergency plans and procedures when and where necessary. Throughout this plan, the term task supervisor and/or operations manager refers to the employee in charge of a particular work activity. Task supervisors and/or operations managers will inform personnel of the hazards, risks, emergency plans, and procedures concerning their operations. During emergencies, field personnel should be instructed to take control and prevention measures if they can be performed safely. Personnel safety must be the first consideration. Field personnel must immediately communicate information about any emergency event to their immediate supervisor. The supervisor will immediately initiate the appropriate notification procedure. In the event that the supervisor cannot be reached immediately, field personnel will initiate necessary notifications. Proper and adequate information is essential in order to assure proper actions are taken during emergencies. In most cases, the quick action of employees during the initial stages of an emergency make the difference between handling a dangerous situation safely and one which can result in property loss and injuries. 1.5 Plan Update and Revisions Procedures This ERP should be considered a controlled document and treated accordingly. Berry representatives will revise and update this ERP on an “as needed” basis throughout the life of the project according to the following criteria:  if a change in the project site configuration occurs that materially alters the information contained in the ERP or materially affects implementation of the ERP  if a material change occurs in response resources  if an incident occurs that requires a review of the ERP  if new laws, regulations, or internal policies are implemented that affect the  contents or the implementation of the ERP  Other changes deemed significant 1.6 Plan Distribution A copy of the ERP shall be provided to each task supervisor and/or operations manager. Copies of this plan will be made available for use during an emergency by field personnel at locations (such as the site office) designated by the task supervisor and/or operations manager. Copies of the emergency contact list (Appendix A) will be posted at the site office and employee housing locations. The emergency contact list will also be placed in all vehicles associated with the project. A copy of this ERP will also be provided to the surface co-owner, Marathon Oil Corporation (MOC), and any other appropriate governmental agency associated with the project. BERRY PETROLEUM EMERGENCY RESPONSE PLAN - 4 - 2 PROJECT HAZARD AND RISK ANALYSIS 2.1 Overview of the Project The Berry Piceance water impoundments and laydown/storage facility is located on approximately 50 acres of land lying in the SW/4 of the SE/4 of Section 32, Township 5 South, Range 96 West, 6th Principal Meridian, Garfield County, Colorado. The 50 acres are owned by MOC and Berry, and are located within a larger 1,215-acre property also jointly owned by MOC and Berry. The proposed facility is located approximately 17 miles NW of the Town of Parachute at an elevation of approximately 8,200 feet. The facility will be accessed via Garfield County Road 215 north of the Town of Parachute and then via a series of private roads. The relatively remote nature of both MOC’s and Berry’s operations necessitates the construction of this facility so that water produced during the drilling, completion and production of natural gas wells in the area may be collected and stored in a central location for reuse in operations or disposal. This facility is designed to provide a consolidated system of water storage impoundments (or ponds) that Berry will use to efficiently and safely transport water around their field(s). The construction of the water impoundments facility and associated pipeline infrastructure at this location will enhance Berry’s ability to reuse produced water in its operations and will minimize the need for trucking water thereby increasing the safety of both company’s operations and reducing their impact on neighboring properties and the environment. The proposed storage capacity will enable Berry to store water during low demand days and reduce or eliminate trucking water to a commercial disposal site. 2.2 Onsite Risk Evaluation Natural gas drilling facilities are inherently vulnerable to risk due to the presence of flammable or combustible materials used/produced during the drilling and production processes. Fire or explosions caused by accidents or improper procedures is a serious threat to life and property, and likely represents the greatest risk at the Berry site. This risk can be mitigated by following proper safety guidelines and adhering to safe-work practices. 2.3 Offsite Risk Evaluation Berry’s water impoundment facility will be located on property that is co-owned with MOC for the purposes of developing natural gas resources in the area. The surrounding area is used to support wildlife populations, limited livestock grazing and natural gas exploration, production, processing, and transportation. There are no local residences within 1 mile of the proposed location. As such, there exists a very low risk of impact or influence from the facility to offsite sources. Off site risk can be mitigated by following proper safety guidelines, adhering to safe- work practices and adhering to the procedures identified in this ERP. BERRY PETROLEUM EMERGENCY RESPONSE PLAN - 5 - 3 PREVENTION 3.1 General Prevention Policy Incidents at Berry’s water impoundment and storage/laydown facility will be minimized through the use of safety inspections and implementation of the policies and procedures outlined in this ERP. The primary responsibility for prevention of emergency incidents is placed on task supervisors, operations managers and field personnel. 3.2 Fire Prevention Policy All field personnel will receive training regarding fire hazards of the materials and processes to which they are exposed as well as the care and use of portable fire extinguishers, location of fire extinguishers and implementation of this ERP. 3.3 Fire Prevention Activities Field personnel will be responsible for monitoring the accumulation of flammable and combustible waste materials and residues that may contribute to a fire. • Flammable substances are liquids, solids or gases that have flashpoints below 100°F. Some common flammables are: gasoline, natural gas, propane, methanol, and certain paints, primers and thinners. • Combustible substances are liquids, solids or gases that have flash points greater than 100°F. Some common combustibles include: grasses, paper, wood, paint, certain lubricating oils and greases. Good housekeeping and equipment maintenance are essential to keep fire hazards to a minimum. Listed below are housekeeping and maintenance requirements for controlling the supply and accumulation of flammables and combustible substances: 1. Flammable liquids shall be stored in original or approved containers. 2. Larger quantities (25 gallons or more) of flammable liquids or gases shall be stored in an approved container outside of a building or in an APPROVED fire rated storage cabinet when located inside a building. 3. Each flammable liquid container shall have a bonding and grounding cable attached between it and the receiving container while transferring or dispensing. 4. Oil-soaked rags shall be stored in a UL-approved, covered metal container. 5. Scrap paper or packing materials shall be removed from any work area immediately after unpacking. Waste receptacles shall be emptied daily and refuse placed in proper trash containers. 6. Weeds and grasses will not be allowed to grow or accumulate around any piping, process equipment, exit gates, or buildings. BERRY PETROLEUM EMERGENCY RESPONSE PLAN - 6 - 7. Fire prevention signs shall be posted in conspicuous locations and kept in good condition. 8. Fire extinguishers will be placed at appropriate distances throughout the facility. 9. Insulate or protect hot surfaces that might be sources of ignition against spillage or leakage of fuel. 10. Plant personnel are responsible for inspecting heat-producing equipment and making sure that good housekeeping and equipment maintenance are being performed to keep fire hazards to a minimum. 3.4 Fire Prevention Inspection and Maintenance All portable fire extinguishers will be inspected annually by an approved person. This inspection will consist of a thorough examination of each extinguisher’s shell, gauge, hose and nozzle, and weighing and re-tagging of each fire extinguisher. A visual inspection of each fire extinguisher for readiness and location will be performed monthly by field personnel. This inspection will be documented on each fire extinguisher inspection tag or recorded on a monthly inspection log. 3.5 Site Safety Inspections The project site shall be inspected for safety hazards and poor housekeeping situations as part of the regular operations and maintenance routine. 4 PREPAREDNESS 4.1 Supplies and Equipment Equipment and supplies to be used in the event of an emergency shall be stored at the project site or carried in field vehicles (if appropriate). Emergency fire equipment will be maintained as described in Sections 3.2 and 3.3. Spill or release response materials should be stored in a protected location and replenished immediately when used. All emergency equipment should be inspected frequently and deficiencies corrected immediately. Upon receipt of this ERP, operations personnel should complete the list of equipment provided in Appendix VIII. 4.2 Facility Security General security is controlled by operations personnel during regular duties. The water impoundment sites will be surrounded by a fence with specific access points. All operations and control systems are within the project property boundaries and not generally accessible to non-authorized personnel. During an emergency, security will be coordinated by the task supervisor and/or operations manager. Access to the site will be restricted to only those individuals BERRY PETROLEUM EMERGENCY RESPONSE PLAN - 7 - involved in specific emergency response procedures. Local law enforcement may be contacted if needed to secure the project site and immediate surroundings. 5 DETECTION AND NOTIFICATION PROCEDURES 5.1 Emergency Notification Upon discovery of an emergency, notify others in the immediate vicinity of the nature of the emergency and vacate the area if appropriate. Notify the task supervisor and/or operations manager immediately as to the nature of the emergency (via two-way radio or cellular phone if necessary). Personnel should then notify the appropriate local emergency responder via 911. Contact information is provided in Appendix I. 5.2 Emergency Alerting Procedures In the event of an emergency, the task supervisor and/or operations manager will alert any personnel at or near the project site of the emergency. Communications during an emergency incident will be accomplished using cellular telephones, land line telephones, and/or two-way radio. During an incident, radios will be used for emergency use only. Communications during emergencies must be accurate and concise. Non-emergency related radio communications are not allowed during an incident. Some areas may have designated frequencies for use in emergencies only. The task supervisor and/or operations manager will alert any emergency responders or appropriate government entities that have not already been contacted. Depending on the nature of the emergency, the task supervisor and/or operations manager will also be responsible for alerting any local residents. 5.3 Evacuation and Personnel Accountability Personnel shall evacuate in a safe, prompt manner, following an appropriate evacuation route. Evacuation routes are indicated on the Emergency Action Site Plan in Appendix III. Upon evacuation of the project site, personnel shall not return to the project site until authorized to do so. Personnel and any visitors to the site at the time of the emergency will be accounted for when evacuation is complete by checking the site visitor logs, personnel shift schedules, or by questioning all individuals present. BERRY PETROLEUM EMERGENCY RESPONSE PLAN - 8 - 6 INCIDENT HANDLING PROCEDURES 6.1 Fires and Explosions In the case of a fire, action should be designed to protect human life and control the emergency as rapidly as possible. When responding to a fire or explosion, evaluate the situation upon discovery. If the emergency will not necessitate the shutdown of equipment, secure the area, and proceed with containment and control procedures as necessary. Keep task supervisor and/or operations manager aware of the conditions, and whether additional personnel or equipment will be needed. All the following steps should be considered; however, timing of these steps may be altered to the individual circumstances to best accomplish these objectives. 1. Analyze the type of fire; call 911. If the fire is not beyond incipient stage, attempt to extinguish fire using appropriate equipment and methods, if trained to do so. If the fire is beyond incipient stage, evacuate and secure the area until the fire department arrives. 2. Make sure that the fire department has adequate directions to the facility. Follow the directives of fire department personnel upon arrival. 3. Notify the task supervisor and/or operations manager of the nature of the emergency. 4. If possible, shut off all feeder lines into the facility/installation. 5. If possible, cut off all electrical power in area of fire. 6. Account for personnel who may have been in the area at the time. In the event of injury, perform first aid and call for medical service. 7. Remove unauthorized personnel and isolate the area. Notify local law enforcement agency and request assistance if necessary. 8. If liquid hydrocarbons or gas are in the storage tanks or gas plant, pump or flow from the affected installation when practical. 9. Make arrangements for continuous water supply. 10. Maintain a safe working distance from fire at all times. 6.2 Hazardous Material Releases In the event of a hazardous material release, the primary concern and responsibility is the protection of life and limb. The second responsibility is the protection of property and the surrounding environment. Field personnel should not attempt any identification, control or containment without the proper personal protective equipment. If the first employee that encounters a hazardous materials release has not completed emergency response training, including appropriate HAZWOPER training he/she shall not initiate BERRY PETROLEUM EMERGENCY RESPONSE PLAN - 9 - defensive measures, but shall complete notification procedures. In the case of a hazardous material release, all steps should be considered; however, the timing of these steps should be altered to fit individual circumstances. 1. Maintain a safe working distance from the release at all times. 2. Call the appropriate emergency responder via 911. 3. Make sure that the responder(s) has adequate directions to the facility. Follow the directives of emergency response personnel upon arrival. 4. Notify the task supervisor and/or operations manager of the nature of the release/emergency. 5. If possible, shut off all feeder lines that may be contributing to the release. 6. Account for personnel who may have been in the area at the time. In the event of injury, perform first aid and call for medical service. 7. Remove unauthorized personnel and isolate the area. Notify local law enforcement agency and request assistance if necessary. Initiate defensive measures to control the emergency event if these measures can be done safely and only if the employee has been trained in emergency response, or has completed 24-hour Hazardous Waste Operations and Emergency Response (HAZWOPER) operations level training. If so, proceed within the guidelines of HAZWOPER or other appropriate emergency processes to control or contain the extent of the release. A decontamination plan should be developed prior to conducting operations in areas where the potential for exposure to hazardous substances exists. The type and extent of decontamination will vary with the hazard of the chemical substances and degree of contamination. The following drawing is offered for setting up a decontamination area. BERRY PETROLEUM EMERGENCY RESPONSE PLAN - 10 - 6.3 Site Emergency or Disaster The on-site task supervisor, operations manager or engineer is responsible for immediate actions to be taken at the project site in the event of a site emergency or disaster. The task supervisor, operations manager or engineer will also be responsible for ensuring that applicable regulatory agency notifications are made. In the case of a site emergency, action should be designed to protect human life and control the disaster as rapidly as possible. All steps should be considered; however, the timing of these steps should be altered to fit individual circumstances. 1. If generators are on location, shut down all engines and evacuate all personnel to a safe distance. Account for all personnel. 2. Call the appropriate emergency responder for the affected area via 911 or radio. 3. Move all vehicles out of the immediate area and clear location of all other equipment that can be safely moved provided there is no danger of explosion. 4. Notify the onsite task supervisor and/or operations manager, or highest level of operations supervision, which can be contacted. Request they notify the Government Agencies, well control specialists, other working interest owners, the landowner, and the contractor's management. 5. Notify the nearest law enforcement agency; request their assistance to seal off the area from sightseers. 6. Immediately dispatch the necessary personnel to evacuate the area with the help of local law enforcement personnel. 7. If the emergency involves liquid release or spill, call out the equipment and personnel necessary to construct barriers to contain these fluids. 8. Cooperate with the site manager or supervisor to secure all necessary materials, special tools and services as rapidly as possible. 6.4 Hydrocarbon/Petroleum Spills In the event of a hydrocarbon/petroleum spill from vehicles, equipment, tanks, flow line or any other related drilling and production equipment, action should be taken to shut off the source and contain the spill as rapidly as possible. All steps should be considered carefully, however, timing of these steps should be altered to fit the individual circumstances. 1. An employee sighting a spill shall identify the safety concerns and analyze the type of spill to determine the immediate action to be taken to shut off the source of the spill, and to contain the material that was released. BERRY PETROLEUM EMERGENCY RESPONSE PLAN - 11 - 2. Notify task supervisor and/or operations manager of spill and action being taken. Request they notify the Government Agencies, other working interest owners, the landowner, and any other appropriate parties. 3. Obtain labor and equipment from the nearest source to construct a containment barrier as rapidly as possible. 4. If this is only a temporary measure and earth moving equipment is required, call out the necessary equipment from the source from which it is most readily available. 5. Employ the use of the most readily available absorbent material (straw, dirt, lost circulation material). 6. If practical, call for a vacuum truck to pick up hydrocarbons. 7. If dealing with flammable materials, collect lighters and matches from personnel working in the area to assure an explosion or fire does not occur. 8. Restrict entry into affected area to persons involved in containment and cleanup operations. 9. Keep livestock away from affected area and if practical, notify the farmer or rancher of the situation. 6.5 Produced Water Spills In the event of a produced water spill from a producing well, test vessel, tanks, flow line or any other related field equipment, action should be taken to shut off the source and contain the spill as rapidly as possible. All steps should be considered carefully, however, timing of these steps should be altered to fit the individual circumstances. 1. Shut off the source feeding the spill, analyze the type of spill and determine the best immediate action to be taken to control the spill. 2. Notify task supervisor and/or operations manager of spill and action being taken. Request they notify the Government Agencies, other working interest owners, the landowner, and any other appropriate parties. 3. Obtain labor and equipment from the nearest source to construct a containment barrier as rapidly as possible. 4. If practical, call for a vacuum truck to pick up any produced water. 5. Restrict entrance to affected area by persons not involved in containment and cleanup operations. 6. Keep livestock from the affected area; if practical, notify the farmer or rancher of the situation. BERRY PETROLEUM EMERGENCY RESPONSE PLAN - 12 - Colorado Spill Reporting Guidance Any spill affecting waters of the State must be reported both to the Colorado Department of Public Health & Environment (CDPHE) and the Colorado Oil & Gas Conservation Commission (COGCC) as soon as practical after discovery, with written notification to be provided within five days. Any spill impacting residences, occupied structures, livestock, or public byways must be reported to the COGCC as soon as practical after discovery. Any spill of 1 bbls or more must be reported in writing to the COGCC within 72 hours, using Form-19 with a supplemental report on Form 19 submitted no more than 10 calendar days. Any spill of 5 bbls or more to land (including lined dikes) must be verbally reported within 24 hours to the Colorado Oil & Gas Conservation Commission (COGCC). For any spill resulting in the death of fish or wildlife, contact the Colorado Division of Wildlife. In certain situations, spills of selected chemicals released to the environment, over a specified reportable amount, may also be reportable to local, state, and federal agencies. See the following page for the CERCLA and SARA lists of reportable quantities and guidelines. Reporting required for CERCLA substances is reportable to NRC, SERC and LEPC. However, for SARA substances reporting is only to the SERC and LEPC, with NRC reporting not required. Also note that CERCLA reporting is not required for substances naturally occurring in the spilled produced hydrocarbon, due to the CERCLA production waste exclusion. Phone Numbers  Colorado Oil & Gas Conservation Commission (COGCC) o Denver: 303-894-2100 o 888-235-1101 (spill line) o 303-894-2109 (fax) o Parachute: 970-285-0232  Colorado Department of Public Health & Environment o Denver: 877-518-5608 (24 hr. hotline) o 303-759-5355 (fax)  Colorado Division of Wildlife, Grand Junction: 970-255-6100  National Response Center (NRC): 800-424-8802  CO Emergency Planning Commission (CEPC): 303-692-3300  Garfield County Emergency Planning Commission (LEPC): 970-945-0453  Colorado State Patrol, Garfield County: 970-824-6501 BERRY PETROLEUM EMERGENCY RESPONSE PLAN - 13 - 6.6 Medical Emergency A medical emergency must be responded to immediately using available First Aid equipment. Personnel with current First Aid training should be called upon first to control the situation. Assess the condition of the injured but do not move the victim unless they are in a hazardous environment or a situation that is an imminent danger to the victim or responders. Local medical emergency response agencies must be notified immediately by calling 911. Use of a two radio may be necessary if the project location is remote. After calling 911 and fully reporting the situation and location, someone should be sent to the specified access road to direct medical personnel to the correct location. If at all possible, stay with the incident victim and continue to administer First Aid until emergency responders arrive. 6.7 Severe Weather and Natural Disasters Field personnel will rely on local weather forecasts and media broadcasts for warning of approaching severe weather. Upon notice or alert of severe weather, field personnel shall move to a safe location to monitor or observe the project site during the weather event. If the project site cannot be monitored safely from an immediate or nearby location, personnel shall leave the area until the severe weather has passed by. When it is safe to return to the project site, all systems and equipment should be checked for damage and any emergency situations handled in accordance with this ERP. 6.8 Bomb Threats Any threat made toward personnel or Berry property should be taken seriously and considered dangerous. Threats, and any related conversations or incidents, should be properly documented. A form is provided in Appendix VII to assist with this documentation. The task supervisor and/or operations manager should be made aware of any threat immediately. Local law enforcement agencies must also be notified promptly. 6.9 Transportation Accidents Response to vehicle accidents should be appropriate to the extent of injury and property damage. All steps should be considered carefully, however, timing of these steps should be altered to fit the individual circumstances. 1. Upon discovery or involvement in a transportation accident, determine if the vehicle(s) are secured and if there is a risk of fire or shifting loads. If this danger exists, move a safe distance from the accident site. 2. Provide first aid to any injured persons but do not move the individual(s) unless they are in imminent danger. 3. Call the appropriate emergency responder via 911 or radio. BERRY PETROLEUM EMERGENCY RESPONSE PLAN - 14 - 4. Take steps to control traffic in the area and place hazard markers, flares, etc. 5. If possible and appropriate, remove damaged vehicle(s) from the public thoroughfare. 6. Berry or contractor vehicles that cause or have been involved in an accident/emergency shall be reported as soon as safely possible to the task supervisor and/or operations manager. 6.10 Vandalism/Sabotage Upon discovery of evidence of vandalism or sabotage, an immediate assessment of all operations equipment and systems shall be performed. After the assessment is accomplished and a return to normal operations is possible, a thorough documentation of the vandalism should be completed and reported to the task supervisor and/or operations manager. Local law enforcement should be contacted as necessary. BERRY PETROLEUM EMERGENCY RESPONSE PLAN - 15 - 7 OPERATIONS SHUTDOWN 7.1 Emergency Shutdown Policy If an emergency necessitates that operations be terminated, an emergency shutdown should be performed by field personnel. Any emergency shutdown should occur with the intent of maximizing safety and minimizing property or equipment damage. If performing an emergency shutdown will potentially cause injury or death, then personnel should evacuate the facility without completing shutdown procedures. BERRY PETROLEUM EMERGENCY RESPONSE PLAN - 16 - 8 TERMINATING THE EMERGENCY 8.1 Recovery of Operations Project operations should commence as soon as safely possible following an emergency or operations shutdown event. An inspection and review of affected equipment or systems by safety and engineering staff members may be required before normal operations can be restored. 8.2 Documentation The task supervisor and/or operations manager shall make certain all calls, conversations, pressures, quantities, or other information pertinent to an emergency event are documented per this ERP and the attachments herein. 8.3 Damage Assessment Personnel designated by the task supervisor and/or operations manager shall visually inspect all equipment and systems following an emergency incident. Any evidence of damage will be reported to the task supervisor and/or operations manager and properly documented. Any damaged equipment that presents an unsafe condition shall be repaired or replaced before returning affected systems to normal operation. 8.4 Post-Emergency Activities When the emergency has ended or as soon as practical, determine and notify the Berry operations superintendent of the following: • the extent of the damage; • an estimate of time required to repair the equipment. Call field personnel and have them report to duty if and when they are needed to: • locate pertinent material available from stock or suppliers; • cleanup, recharge, restock, repair and/or replace emergency equipment as necessary • arrange for contract equipment and personnel; • prepare plans for returning the project to full operational capability; • assist in any other activities involving the emergency; • dispatch work crews and equipment to the site as needed; • restore project operations to normal as soon as repairs can be made safely and in accordance with established procedure; BERRY PETROLEUM EMERGENCY RESPONSE PLAN - 17 - APPENDICES I. Berry Petroleum Contact/Personnel List II. Emergency Response Plan Review Record III. Emergency Action Site Plan IV. Emergency Contacts V. Chronological Record of Emergency VI. Spill Release Report Form VII. Bomb Threat Checklist VIII. On Site Emergency Response Equipment BERRY PETROLEUM EMERGENCY RESPONSE PLAN - 18 - This page left blank for two-sided printing. BERRY PETROLEUM EMERGENCY RESPONSE PLAN - 19 - Appendix I - BERRY PETROLEUM CONTACT/PERSONNEL LIST For further information about the Emergency Response Plan, evacuation, response to emergency events, or other information regarding area/facility emergencies, contact the following people: NAME TITLE TELEPHONE EMAIL Derek Johnson Field Superintendent Cell: 970.274.3335 Office: 970.285.5201 dsjohnons@linnenergy.com Brent White Production Foreman Cell: 970.948.2177 Office: 970.285.5204 bwhite@linnenergy.com Tom Hogelin Construction Foreman Cell: 970.948.2785 Office: 970.285.5207 thogelin@linnenergy.com Dougo Wenzel Field Safety Representative Cell: 970.778.2735 Office: 970.285.5212 denzel@linnenergy.com Stan Bench EHS Specialist Cell: 435.823.1820 Office: 435.722.1325 sbench@linnenergy.com Terri Bell Office Manager Cell: 970.930.0127 Office: 970.285.5203 tbell@linnenergy.com BERRY PETROLEUM EMERGENCY RESPONSE PLAN - 20 - Appendix II - EMERGENCY RESPONSE PLAN REVIEW RECORD Name of Facility: Berry Petroleum, Piceance Water Impoundment Facility Date of Initial Plan Development: 12/05/09 Date of Last Review for Plan Accuracy: 12/21/09 Date of Last Revision: 2/2014 Operations Superintendent Name: Operations Superintendent Signature: Date: BERRY PETROLEUM EMERGENCY RESPONSE PLAN - 21 - Appendix III - EMERGENCY CONTACTS NAME OF FACILITY: BERRY H2O Impoundments Issue Date: 12/2009 Latitude of Facility: TBD Longitude of Facility: TBD NAME OF COMPANY OR AGENCY PHONE NO. Any Emergency 911 or (970) 625-8095 St. Mary’s Air Life City: Grand Junction State: Colorado 1-800-322-4923 St. Mary’s Hospital City: Grand Junction State: Colorado (970) 244-2273 Grand River Medical Center City: Rifle State: Colorado (970) 625-1510 Garfield County Sheriff City: Glenwood Springs State: Colorado (970) 945-0453 (970) 625-8095 Dispatch State Highway Patrol City: State: Colorado (970) 248-7277 New Castle Police Dept City: New Castle State: Colorado (970) 984-2302 Colorado State Patrol HAZMAT Service City: Parachute State: Colorado (970) 248-7283 Colorado River Fire Rescue City: New Castle State: Colorado (970) 984-3412 Colorado State Patrol Dispatch County: Garfield State: Colorado (970) 824-6501 Colorado Division of Wildlife City: Grand Junction State: Colorado (970) 255-6100 Emergency Operations City: Glenwood Springs State: Colorado (970)-945-0453 Other Agencies or Contacts (Customers, people living near the facility, etc.) City: State: City: State: City: State: City: State: BERRY PETROLEUM EMERGENCY RESPONSE PLAN - 22 - Appendix IV - CHRONOLOGICAL RECORD OF EMERGENCY NAME OF SITE: Berry Water Impoundments/Laydown Yard DATE OF INCIDENT: YOUR NAME: TIME 1ST AWARE: FIRST RESPONDER EMPLOYEE COLLECTS THE FACTS. Briefly describe the emergency: Did you activate an alarm or siren? Time: Yes No Time: Can you isolate the problem area? Yes No Time: CAUTION: Do not risk your life or the lives of others. Was rescue needed? Time: Yes No Time: Was first aid needed? Time: Yes No Time: If yes, did you move the victim? Time: Yes No Time: Were you in a hazardous environment? Yes No Time: Did you have the proper equipment to proceed without help? Yes No Time: Did you call 911? Yes No Time: Did you contact for anyone assistance? _____________________________ If the emergency was outside of the site boundary: Who is reported the emergency? Name: Address: Phone No. Called From: Phone No. LOCAL EMERGENCY RESPONSE AGENCIES Time: Name Ambulance Service: City: State: Phone No. Time: Name Hospital: City: State: Phone No. Time: Name Air Life: City: State: Phone No. Time: Name Alternate Hospital: City: State: Phone No. LAW ENFORCEMENT Time: Name City Police: City: State: Phone No. Time: Sheriff’s Office County: City: State: Phone No. Time: State Patrol Name: City: State: Phone No. BERRY PETROLEUM EMERGENCY RESPONSE PLAN - 23 - FIRE DEPARTMENT Time: Fire Department Name: City: State: Phone No. COMPANY PERSONNEL Time: Name: City: State: Phone No. NOTE: Notify Primary Contact as soon as you have the emergency in primary control (e.g., evacuate - rescue - first aid - isolate fuel source if fire - spill containment to prevent environmental contamination). Time: Name Task Superintendent: Phone No. Time: Name Other Operators: Phone No. Time: Name Other Technicians: Phone No. Phone No. Time: Name Facility Operator: Work No. Home No. LOCAL RESIDENCES Time: Name of Resident: Location: Phone No. Time: Name of Resident: Location: Phone No. Time: Name of Resident: Location: Phone No. PIPELINE COMPANY(S) or OTHER AFFECTED COMPANY(S) Time: Company: Phone No. Time: Company: Phone No. Time: Company: Phone No. UTILITIES Time: Company: Phone No. Time: Company: Phone No. Other Action(s) Taken - Attach extra sheets if necessary. Time: Time: Time: Time: Emergency is under total control. Time: _ Date: Task Superintendent's Initials: BERRY PETROLEUM EMERGENCY RESPONSE PLAN - 24 - Appendix V - SPILL RELEASE REPORT FORM OIL SPILL AND HAZARDOUS SUBSTANCE RELEASE REPORT FORM BERRY WATER IMPOUNDMENTS and LAYDOWN YARD OPERATIONS SPILL DATE AND TIME DATE & TIME SIGHTED Sighted By ESTIMATED SPILL DATE AND TIME Month Day Year Time AM PM Month Day Year Time AM PM SPILL VOLUMES Total Spill Volume Volume Returned to Production Volume Removed from the Environment but not Returned to Production (Burned, Absorbed, Etc.) BO BW H2S OTHER BO BW H2S OTHER BO BW H2S OTHER LOCATION OF SPILL Qtr Qtr Sec Twp Range Specific Location (Well No., Battery, etc.) County State Lease Number Surface Owner SPCC PLAN (Identify the appropriate SPCC plan which applies to this spill or release below.) WEATHER Clear Cloudy Fog Rain Snow Ice Wind Velocity & Direction Temperature F DESCRIPTION OF LEAK LOCATION, SPILL PATH, EXTENT OF SPILL, RESULTANT DAMAGE: WATER AFFECTED (Name of water, volume entering): CONTAINMENT (How the release was controlled), RECOVERY, INTERIM & FINAL CLEANUP MEASURES (Provide times, dates, and employee responsible): CAUSE OF SPILL AND ACTION TAKEN TO PREVENT REOCCURRENCE: ADDITIONAL SARA EMERGENCY NOTIFICATION REQUIREMENTS: OTHER PERTINENT COMMENTS: BERRY PETROLEUM EMERGENCY RESPONSE PLAN - 25 - Appendix VI - BOMB THREAT CHECKLIST Name of Facility: ______________________________________________________ Report call immediately to: __________________________ Telephone __________ Bomb threat received by: ___________________________ Date _______________ Questions to ask Exact wording of threat 1. When is bomb going to explode? 2. Where is bomb right now? 3. What does bomb look like? 4. What kind of bomb is it? 5. What will cause it to explode? 6. Did you place the bomb? 7. Why? 8. What is your address? 9. What is your name? THE FOLLOWING INFORMATION REQUIRES OPINION, PERCEPTION AND JUDGEMENT. PLEASE GIVE YOUR VERY FIRST IMPRESSIONS: CALLER WAS: Male Adult Female Child ESTIMATE AGE Pre Teen Teenage 20 – 40 40 – 50 50+ CALLER’S SPEECH: Accent Heavy Slight Foreign Spanish Asian German Other American Southern New England Other CALLER’S VOICE: Calm Soft Distinct Angry Loud Slurred Excited Ragged Laughing Crying Rapid Slow Normal Deep Nasal Lisp Stutter Deep Breathing Familiar Raspy Clearing Throat Cracking Voice BACKGROUND SOUNDS: Street Noises Office Machinery Animal Noises Tele Booth Kitchen Ware Voices Airplane Bus Factory Machinery Train Clear Music House Noises Local Weather Motor Long Distance Static Other THREAT LANGUAGE: Well Spoken Incoherent Foul Taped Irrational Message Read by Threat Maker BERRY PETROLEUM EMERGENCY RESPONSE PLAN - 26 - Appendix VII - ON SITE EMERGENCY RESPONSE EQUIPMENT Equipment Location Spill Containment/Control Equipment Fire Control Equipment (Extinguishers) Other Article 7-107 Access and Roadways Berry Petroleum Company, LLC House Log Gulch Tank Farm OA Project No. 013-2977 195 Lodgepole Circle, Parachute, CO 81635 Office: (970) 987-4247 Fax: (970) 712-5715 Memorandum July 15, 2014 To: LINN Operations Piceance Asset 235 Callahan Ave Parachute, Colorado 81635 Attn: Mr. Bryan Burns Project: Garden Gulch Cliff Road & Garden Gulch Extension Road “Adequacy“- Garfield County Colorado RE: House Log Gulch Tank Farm Mr. Bryan Burns, As discussed. Rock Solid personnel are intimately familiar with the Garden Gulch Cliff Road and Garden Gulch Extension Road system. The two road segments were designed and constructed by a partnership of oil & gas companies in 2005 to access the Roan Plateau in the Piceance Basin and have been operational since. Like all roads, maintenance of the roadway system is an on-going process, and as such the Garden Gulch road system is no exception. The road has been designed to provide access for drilling and service equipment for the oil & gas industry and is not intended for public use. The road grades are steep and the travel rate is generally very slow. As a result, it is our opinion that the Garden Gulch Road system is very adequate for the intended use of providing private access for the partners to the oil & gas sites in the Piceance Basin. Rock Solid is confident that the Garden Gulch Road system can and will continue to provide adequate access to the Roan Plateau if proper maintenance is conducted on the roads. Please call/email if any questions. Respectfully, Donald J. Berger, P.E Project Engineer Rock Solid Solutions (970) 987-2743 Be rry Petro leum CompanyHouse Log Gu lchTank Farm Mara tho n O il Co.32C Wa te r Imp oundmen t JOJO PROPERTIES LLC216902200019 BERRY PETROLEUM COMPANY &213532100009 CHEVRON USA INC213533400010 CHEVRON USA INC216912200012 ENCANA OIL & GAS (USA) INC213527300015 LATHAM, THOMAS F & GINGER L216901200001 BERRY PETROLEUM COMPANY &216901100027 CHEVRON USA INC213529100008 JOJO PROPERTIES LLC216910100020 OXY USA WTP LP216904400003 BUREAU OF LAND MANAGEMENT213534300957 ²Marathon Oil Co. 32C Access RoadBerry Petroleum House Log Gulch Tank Farm Access RoadGarden Gulch Extension RoadParcel Boundary 32C Water Impoundment AreaHouse Log Gulch Tank Farm 0 0.25 0.50.125 Miles PROJECT NO: DRAWN BY: DATE: 013-2977 Jonathan Harris 06/23/2014 ROAD ASSESSMENT MA PHOUSE LOG GULCH TANK FARMBERRY PETROLEUM LLCGARFIELD COUNTY, COLORADO 760 HORIZON DRIVE;SUITE 102GRAND JUNCTION,CO 81506TEL 970.263.7800FAX 970.263.7456 FIGURE R-1 760 Horizon Road, Suite 102 TEL 970.263.7800 Grand Junction, CO 81506 FAX 970.263.7456 www.olssonassociates.com ACCESS BERRY PETROLEUM COMPANY, LLC HOUSE LOG GULCH TANK FARM Access to Berry’s property and the House Log Gulch Tank Farm project area is established by the following documents contained in this application:  Garden Gulch Road Agreement  Garden Gulch Road Extension Agreement The roadway from CR 215 to the House Log Gulch project area crosses the following properties: Ownership Roadway Parcel Number Chevron Garden Gulch Road 217118200008 Chevron Garden Gulch Road & Extension 216912200012 PDC (Caerus) et al. Garden Gulch Road Extension 216911400011 Berry et al. Garden Gulch Road Extension 216901100027 Chevron Garden Gulch Road Extension & Lease Road 213533400010 Berry et al. Garden Gulch Road Extension & Lease Road 213532100009 ' 1111 Ml"I. '~~P'llMtUtUllU-il ,rf\1, 1¥~1« ~ ~1 11 11111 Reception#: 726196 06/25/2007 01: 15:41 PM B: 1941 P: 0167 Jean Alberico 1 of 36 Rec Fee:$181.00 Doc Fee:0.00 GARFIELD COUNTY CO ROAD CONSTRUCTION AND MAINTENANCE AGREEMENT This Road Construction and Maintenance Agreement (this "Agreement") is entered into effective as of the 1 ST day of November, 2005 (the "Effective Date") by and among Petroleum Development Corporation ("PDC"), Berry Petroleum Company ("Berry"), PGR Partners, LLC ("PGR Partners"), Teton Piceance LLC ("Teton Piceance"), Marathon Oil Company ("Marathon") and Williams Production RMT Company ("Williams," and collectively with PDC, Berry, PGR Partners, Teton Piceance, and Marathon, the "Participants"), Chevron Shale Oil Company (fi'k/a ChevronTexaco Shale Oil Company), a division of Chevron USA Inc. ("Chevron") and Garden Gulch, LLC ("Operator"). Participants and Operator are herein referred to individually as a "Party" and collectively as the "Parties." RECITALS A. The Parties wish to set forth in this Agreement the rights and obligations of the Participants and Operator with regard to the construction and maintenance of Garden Gulch Road (as more specifically described on Exhibit "A" attached hereto, the "Road"). The Road is to be a private road, owned by Chevron and licensed to each Participant, that will provide the Participants with access to and egress from certain wells, gas pipelines and gathering systems, water pipelines, tanks, compressors and other similar oil and gas exploration, production, gathering and transportation equipment and facilities on the lands located in Garfield County, Colorado and more specifically described on Exhibit "B" attached hereto. B. Chevron is a party to this Agreement solely for the purpose of providing its written consent to, among other matters, the construction and maintenance of the Road by Operator, to each Participant's contribution toward the cost of the Road, and to each Participant's license to and use of the Road, in each case pursuant to Sections 2(d), (f) and (h) of the letter agreement by and between Chevron and PDC dated January 17, 2005, attached hereto as Exhibit "C" (the "Chevron/PDC Agreement"). AGREEMENT 1. Construction and Sewices. Subject to the terms and conditions hereof, Participants hereby engage Operator to perform the construction and maintenance of the Road (the "Services") as described on Exhibit "D" attached hereto. 2. Term. This Agreement shall commence as of the Effective Date and shall continue for the duration of the life of the Road; provided, however, that, any Party which elects either to not pay, or fails to timely pay, its Sharing Percentage of the Road Expenses (as both of such terms are defined in Exhibit "E" attached hereto) shall not be a Party to this Agreement, and 1111 WI. ~~~M~! ,Nf,HI' ,~! ,!lif,1,1¥\t JR 111111. ~'ii 11111 Reeeptiontt:: 726196 Alb · 06125/2007 01: 15:41 PM B: 194F1 p.o' .•0 ~6 ~A~~j~LD c~G~f~ co 2 of 36 Rec Fee:$181.00 Doc ee such Party's license and right to use the Road shall be deemed terminated, from and after the date of such election or breach. In such event, the remaining Parties agree to renegotiate the Sharing Percentages of the Parties, taking into account such termination. 3. Pavment for Services. Participants shall pay Operator to perform the Services in accordance with the schedule set forth in Exhibit "E''. 4. Manner of Performance. Operator shall perform the Services with diligence, in a workmanlike manner, and in accordance with industry standards, applicable laws and contracts. 5. Selection of Contractors. The number of employees or contractors used by Operator in performing Services hereunder, their selection, and the hours of labor and the compensation for the Services performed shall be determined in the sole discretion of the Operator. 6. Insurance. During the term of this Agreement, Operator agrees to maintain on behalf of itself and the Participants the insurance coverage described in "Exhibit "F" attached hereto. Each Participant shall be an additional named insured on each such insurance policy. Operator shall furnish proof of such insurance to Participants upon request. The policies for such insurance shall not be cancelled without Participants' prior written approval. Such insurance shall be primary to any of Participants' insurance for purposes of this Agreement. 7. Entire A!!feement/Amendments. This Agreement and any Exhibits hereto constitute the entire agreement among the Parties concerning the Services and supersede all prior agreements, understandings or representations among the Parties in respect of such Services. No modification of or amendment to this Agreement will be effective unless it is in writing and signed by all of the Parties hereto. 8. Independent Contractor. In the performance of the Services, Operator shall be an independent contractor, with the authority and right to direct and control all of the details of the Services, Participants being interested only in the results obtained; provided, however, that all of the Participants shall have a right to inspect and comment on such Services. Participants shall have no right or authority to supervise or give instructions to Operator's employers or contractors, which shall at all times be under the sole supervision and control of Operator. 9. Relations of the Parties. It is not the intention of any of the Parties hereto to create a partnership or joint venture, and neither this Agreement nor the operations hereunder shall be construed as creating such a relationship. 10. Taxes. Operator shall be responsible for payment of all federal, state, and local taxes relating to the compensation it receives for the Services hereunder. Participants shall not withhold any taxes from such compensation, nor remit such amounts to any governmental authorities on behalf of Operator. Further, Participants shall not make any payments as an employer to any federal or state government or other governmental taxing authority on behalf of Operator for purposes of unemployment compensation. 2 1111 WI. ~~~Mlt~ ,Nl ,HI, MH ,!lfll, lf'irnttlril\~1 11 11111 Reception#: 726196 . 06/25/2007 01·15·41 PM B· 1941 P: 0169 Jean Alberico 3 of 36 Rec F8e:$181.00 Doc Fee:0.00 GARFIELD COUNTY CO 11. Indemnification. Operator shall be liable for, and shall indemnify and hold hannless each Participant, its parent, subsidiaries and affiliates, and their respective directors, officers and employees (collectively, "Indemnitees"), from and against any and aH losses, costs and expenses, claims or damages suffered or incurred by any Indemnitee based upon or arising out of Operator's breach of this Agreement or gross negligence or willful misconduct in the performance of the Services hereunder by Operator or any third party. Without affecting the foregoing indemnification obligation, and subject to the terms and conditions of the applicable construction and other agreements entered into by Operator with third parties for the performance of the Services, Operator agrees to transfer and assign, to the extent assignable, to each Participant the benefit of and the right to enforce any indemnification provisions benefiting Operator under such third party agreements in proportion to the Sharing Percentages set forth on Exhibit "E". 12. Notices. Any notice (including any invoice or statement) to a Party under this Agreement shall be deemed to be given upon receipt by electronic mail, facsimile, by personal delivery or courier or by prepaid mail addressed as follows: Operator: Garden Gulch, LLC 3801 Carson Avenue Evans, Colorado 80620 Attention: Dewey Gerdom Phone: (970) 506-9272 Fax: (970) 506-9276 E-mail: dewey@pdc-rockvmtn.com Participants: Petroleum Development Corporation 3801 Carson Avenue Evans, Colorado 80620 Attention: Dewey Gerdom Phone: (970) 506-9272 Fax: (970) 506-9276 E-mail: dewey@pdc-rockvmtn.com 3 1111 l'fii. ~~~MHIU""i .HIU-IU.il fll'i,,llf': 11.1.~·il 11111 Reception~: 726196 06/25/200701:15:41 PM B: 1941 P: 0170 Jean Fllberico 4 of 36 Rec Fee:$181.00 Doc Fee:0.00 GFIRFIELD COUNTY CO Berry Petroleum Company 950 Seventeenth Street, Suite 2400 Denver, Colorado 80202 Attention: Joseph D. Stewart Phone: (303) 633-1819 Fax: (303) 633-1827 E-mail: jds@bry.com PGR Partners, LLC 370 Seventeenth Street, Suite 4300 Denver, Colorado 80202 Attention: Randy Arnold Phone: (303) 575-0329 Fax: (303) 575-0429 E-mail: randy@deltapetro.com Teton Piceance LLC 410 Seventeenth Street, Suite 1850 Denver, Colorado 80202 Attention: Tobey Schultz Phone: (303) 565-4600 Fax: (303) 565-4606 E-mail: amschultz@teton-energy.com Marathon Oil Company 5555 San Felipe Houston, Texas 77056 Attention: Kenneth W. Tatarzyn Phone: (713) 296-2423 Fax: (713) 296-3397 E-mail: kwtatarzyn@marathonoil.com Williams Production RMT Company 1515 Arapahoe Street Tower 3, Suite 1000 Denver, CO 80202 Attention: Jim Schaff Phone: (303) 606-4283 Fax: (303) 629-8281 E-mail: jim.schaff@williams.com Notice shall be deemed effective on the date of actual receipt. 4 r-----· --- 1111 Wi1\ '~~MHIU''ll ,HIU°'U~\\.~,, 111".IR~ ~·~ 11111 Reception#: 726196 06/2512007 01: 15: 41 PM B: 1941 P: 0171 Jean Rlberico 5 of 36 Rec Fee:$181.00 Doc Fee:0.00 GRRFIELD COUNTY CO 13. Assignment. This Agreement is not assignable by any of the Parties without the prior written consent of the other Parties, which consent shall not be unreasonably withheld. 14. Governing Law. This Agreement shall be governed by and construed according to the laws of the State of Colorado, excluding conflicts of laws principles. Each Party expressly consents to the personal jurisdiction of the state and federal courts located in Denver, Colorado, for any lawsuit filed against it arising under this Agreement. 15. Attorney Fees. In the event of a dispute hereunder, each Party shall be responsible for its own attorney's fees and costs. 16. Severabilitv and Substitution of Terms. If one or more of the provisions in this Agreement are deemed unenforceable by law, then the remaining provisions will continue in full force and effect. With respect to any such unenforceable provision, an enforceable provision, which most closely meets the intent of the Parties will be deemed to be substituted. 17. Binding Effect. This Agreement shall be deemed a covenant running with the land upon which the Road is located, shall be binding upon, and shall inure to the benefit of, the Parties hereto and, subject to Section 13, to their respective successors and assigns. 18. Waiver. No waiver of any breach of this Agreement shall be a waiver of any preceding or succeeding breach. No waiver of any right under this Agreement shall be construed as a waiver of any other rights. 19. No Third Partv Beneficiaries. Except as expressly set forth herein, this Agreement shall not provide any benefit to any third party or entitle any third party to any claim, cause of action, remedy or right of any kind, it being the intent of the Parties that this Agreement shall otherwise not be construed as a third party beneficiary contract. 20. Countemarts and Electronic Media. This Agreement may be executed in counterparts, each of which shall be deemed an original instrument, but which together shall constitute but one and the same instrument. Any counterpart may be delivered by facsimile, e- mail or other electronic media. Any electronic signature shall be replaced with an original signature as promptly as practical. 21. Action by Participants. All action referred to herein by Participants shall be taken by majority vote, with each Participant having one (1) vote. 22. Consents of and Other Actions by Chevron. Pursuant to Section 2(d) of the Chevron/PDC Agreement, Chevron hereby approves the fact of the contribution to the cost of the Road by each Participant (other than PDC). Pursuant to Sections 2(t) and (h) of the Chevron/PDC Agreement, Chevron hereby grants each Participant (and to each Participant's agents, contractors, subcontractors, subsidiaries and other affiliates) a separate, nonexclusive right and license to use the Road in accordance with the terms hereof for so long as each such Participant continues to pay its proportionate share of the annual maintenance costs of the Road and, to the extent Piceance Gas Resources, LLC (the predecessor-in-interest to Berry, PGR 5 1111 l'fi"i. f~~MHll.~1.HIUoiU~~l!'l.UK lll~.~·11 11111 Reception#: 726196 06/2512007 01:15:41 PM B: 1941 P: 0172 Jean Rlberico 6 of 36 Rec Fee:$181.00 Doc Fee:0.00 GARFIELD COUNTY CO Partners and Teton Piceance) had the right to use the road under PDC's license, consents to the transfer of such use right to Berry, PGR Partners and Teton Piceance, and their respective agents, contractors, subcontractors, subsidiaries and other affiliates. Chevron hereby consents to the transfer by PDC to Operator of the right and obligation to construct and maintain the Road. Chevron hereby waives the requirement set forth in Section 2(h) of the Chevron/PDC Agreement that PDC shall have completed all agreements with additional contributors and commenced actual construction of the Road prior to May 31, 2005, and hereby confirms and agrees that PDC shall be deemed to have complied with such requirement. 23. Performance of Chevron/PDC Agreement. PDC hereby represents and warrants to each other Participant that, except as set forth in Section 22 of this Agreement, it is and has been in full compliance with every term and condition of the Chevron/PDC Agreement, and covenants to notify each other Participant in writing promptly upon becoming aware of any breach, or threatened or claimed breach, by PDC or any other party to the Chevron/PDC Agreement OPERATOR: GARDEN GULCH, LLC by Petr~~~~rporation, Member Manager By: ML-~ Name: Eric R. Stearns Title: Executive Vice President Date: ,)vV"---€ 7. '2-00/ , ST A TE OF WEST VIRGINIA COUNTYOF~ The foregoing instrument was acknowledged before me tbis 1 Yi day of {L ' " • , 2007, by Eric R. Steams , as Executive Vice President of Petroleum Development Corporati~ Corporation, on behalf of such company. Witness my hand and official seal. My Commission Expires: 17,lu / 1 J /)I .2.. O"ICIAL HAL NOTARY PUBLIC STATE OF WEST VIRGINIA JOANN LAMBERT ROUTE2, BOX 149 JANE LEW, 'Ml 26378 My commission expires November 17, 2012 6 1111 Ml\ f~~MHILll'IU~U~UtllL~ llM l'llll. ~·II 11111 Reception#: 726196 06/25/200701:15:41 PM B: 1941 P: 0173 Jean Alberico 7 of 36 Rec Fee:$181.00 Doc Fee:0.00 G~RFIELD COUNTY CO PARTICIPANTS: By: ---!-~:::::::S:~L!!.__:;fl--__ Name: Title: ----'~'--~~!!.-"~=.lil!IP.:.."""''.!!l!hL Date: ___ __,2..l<l~f-<£..._ _____ _ STA TE OF COLORADO ) ) COUNTY OF D,. ... ..c C ) The foregoin?b• instrument was acknowledged before me this 2-s'~y of &,.+ , 2006, by J4,. •F"·D I...? 6,. as IJ;., ff....,·Jr.m.4j>~f Petroleum Development Corporation, a Nevada corporation, on behal of such company. Witness my hand and official seal. My Corrmjssion Explltl 05/1al2008 BERRY PETROLEUM COMPANY By: ___________ _ Name: ____________ _ Title: _____________ _ Date: _____________ _ STATE OF COLORADO COUNTY OF ___ _ The foregoing instrument was acknowledged before me this __ day of ____ , 2006, by ________ ,,as of Berry Petroleum Company, a ___ _ corporation, on behalf of such company. Witness my hand and official seal. My Commission Expires: _______ _ Notary Public: _____________ _ Name: _______________ _ [seal] 7 1111 Wfi\ ~~~MHIUlil!U~U'*lUt\I rft'illlft' W4,~,~ 11111 Recept1on~: 726196 06/25/2007 01:15:41 PM B: 1941 P: 0174 Jean Alberico 8 of 36 Rec Fee:$181.00 Doc Fee:0.00 GARFIELD COUNTY CO PARTICIPANTS: PETROLEUM DEVELOPMENT CORPORATION By: ___________ _ Name: Title:-------------- Date: ______________ _ STA TE OF COLORADO COUNTY OF ___ _ The foregoing instrument was acknowledged before me this __ day of , 2006, by -------.,-----' as of Petroleum Development Corporation, a Nevada corporation, on behalfofsuch company. Witness my hand and official seal. My Commission Expires: ________ _ Notary Public:--------------- Name: __________________ _ [seal] BERRY PETROLEUM COMPANY By: id~_:f,4{ _J. I~ Name: 1 BrUce s. Kelso Title: Vice President -Exploration Date: __ A_u_g_u_s_t_2_s_,_2_0_0_6 _____ _ STATE OF COLORADO CITY AND COUNTY OF Denver The foregoing instrurn~nt was acknowledged before me this 25th day of August , 2006, by Bruce S. Kelso , as Vice President -Expl'bfBerry Petroleum Company, a Delaware corporation, on behalf of such company. Witness my hand and official seal. My Commission Expires: 3 / l..P / tlO l 0 i I [seal] NotaryPublic: ~ -~ Name: E\1:2tibt±h %<>r:rtln Q 7 ~ -.. • 1111 ~f~~r'llM1411,M.NU-il,ll\I. IW ll':lrll.~·~ 11111 Receptiont$: 726196 . 06 /25/2007 01:15:41 PM B: 1941 P: 0175 Jean Alber1TcVo CO 9 of 36 Rec Fee:$181.00 Doc Fee:0.00 GARFIELD COLIN PGR PA.R RrTN?)E~ S, L LLL~C By:~ N.ame:~~~l.LA<'.'£" Title: ----<-~"""""-"'-"'-""""'.g>_.~--- Date: l ZCfJ6 ST A TE OF COLORADO COUNTY OF 3)0-\Uffi • --\ ~ fqre!oing instrument 1 was acknowledged before me this ~day of. OC::\1:>60\ 2006, by ..J Dl·hl _ · 1 !l AlU4as lA DrtiP.be& of PGR Partners, LLC, a \2 al~ corporation, on behalf o such company. Witness my hand and official seal. My Commission Expires: Y ~ 1 ; Obt ci • n RUTH L. ELDER NOTARY PUBLIC STATE OF COLORADO My Commission Expires 04/07/2009 TETON PICEANCE LLC By: ____________ _ Name: ------------- Title:------------- Date: ____________ _ STATE OF COLORADO COUNTY OF ___ _ The foregoing instrument was acknowledged before me this __ day of ----~ 2006, by --------•as of Teton Piceance, LLC, a _____ _ corporation, on behalf of such company. Witness my hand and official seal. My Commission Expires: _______ _ Notary Public: _____________ _ Name: ----------------[seal] 8 ·····--·----·--------- · · 1111 Mli.fl~i"li'',,0::11tT.1tl:~Ll'IWWilif~llr'l',~·y 11111 Reception~: 726196 06/25/2007 01:15:41 PM B: 1941 P: 0176 Jean i=llberico 10 of 36 Rec Fee:$181.00 Doc Fee:0.00 GRRFIELD COUNTY CO PGR PARTNERS, LLC By: __________ _ Name: ____________ _ Title: ____________ _ Date: ____________ _ STATE OF COLORADO COUNTY OF ___ _ The foregoing instrument was acknowledged before me this __ day of ____ J 2006, by ________ ,as of PGRPartners, LLC, a corporation, on behalf of such company. Witness my hand and official seal. My Commission Expires: _______ _ Notary Public: _____________ _ Name: ________________ _ [seal] TETON PICEANCE LLC By: ___L_Ki-'-+---cr~m~a;-----,------- Name: -<;K,_,._,f_,· ''--,--.$.-B.ur_,_/,,,_e L-''ft..."-'------- Title: -'-'Tr'--'e""'s'-"1"'·J,_,,c.'-'-"''-'l'----------- Date: ~rv(o6 STATE OF COLORADO COUNTY OF ~'-"'"v The foregoing instrument was acknowledged before me this dj_ day of A\A.ol.l<, t , 2006, by "°-r I 'Y A.c \~% , as \:'< e:=:, c\ LI"-"\ ofTeton Piceance, LLC, a C.O\,.,'f.:.\ n ••1'f'Bl'!l!ie11, on behalfofsuch company. \', .... ,\..A x...io;\i~ ~""'.'4 8 My Commission Expires 1/30/2007 1111 M1i. fl~l\,',10:: 11t'f ,1tl:~~ .l•~~r.1.-tli:l~U ~·II 11111 Reception~: 726196 06125/2007 01:15:41 PM B: 1941 P: 0177 Jean ~lberico 11 of 36 Rec Fee:$181.00 Doc Fee:0.00 Gl=IRFIELD COUNTY CO By: _ _._ _ _,,_£_ _ ____,.,,__,¥---- Name: -~--Li-llllldaia---- Title: -~~---.-.i"""...,..,. __ _ Date: _ __._..,_,'---"'--"''-------- STATE OF Lf!-X.05 COUNTY OF Harri!. The foregoing instrument was acknowledged before me this ,ill~ day of Sep\Pmh<; 2006, by ¥..tu. To;;\p,cz.yn ,as AHornP//-10-Fnct ofMarathonOi!Company,a be\.a.111are. corporation, on behalf of such company. Witness my hand and official seal. My Commission Expires: .:iat\uo.r~ li 1 .;2010 HD. KUHLMAN NotaoyMy Public. State of r .. 11 Commillion E>piro1 Januory 17, 20! o WILLIAMS PRODUCTION RMI COMPANY By: _____________ _ Name: --------------Title: -------------~ Date: _____________ _ STATE OF COLORADO COUNTY OF ___ _ The foregoing instrument was acknowledged before me this __ day of , 2006, by ________ ,,as of Williams Production RMT Company, a __ _ corporation, on behalfof such company. Witness my hand and official seal. My Commission Expires: _______ _ Notary Public: _____________ _ Name: _______________ ~ [seal] 9 1111~r1~1"''',to::1Niri1t1:11ti~ .1-w~1.1-w1~r.~·11 11111 Reception~: 726196 06125/200701:15:41 PM B: 1941 P: 0178 Jean Alberico 12 of 36 Rec Fee:$181.00 Doc Fee:0.00 GARFIELD COUNTY CO MARATHON OIL COMPANY By: __________ ~ Name: ____________ _ Title:------------- Date:-------------- STATE OF ____ _ COUNTY OF ___ _ The foregoing instrument was acknowledged before me this __ day of _____ , 2006, by _________ ,as of Marathon Oil Company, a ____ _ corporation, on behalf of such company. Witness my hand and official seal. My Commission Expires: _______ _ Notary Public: ______________ _ Name: ________________ _ [seal] WILLIAMS PRODUCTION RMT COMPANY By:d~ ~:,.- Name: Alan Harrison Title: Vice President Date: g--A:>~ STA TE OF COLORADO COUNTY OF DENVER The foregoing instrument was acknowledged before me this 5th day of September, 2006, by Alan Harrison , as Vice President of Williams Production RMT Company, a Delaware corporation, on behalf of such company. 9 1111 rti\ fl"l"l.i ,H: 1111T.Kil~~U,"i:lftllil+l..:IW *'~ 11111 Reception#: 726196 Fllb · 06/25/2007 01 :15:41 PM B: 1941 P:.•.170 9 G~R~~ELD ~OG~~y co 13 of 36 Rec Fee:$181.00 Doc Fee .. For purposes of Section 22 hereof only: CHEVRON SHALE OIL COMPANY, a division of CHEVRON U.S.A. INC. By: ___________ _ Name: --------------- Title: --------------- Date: --------------- STATE OF ___ _ COUNTY OF ___ _ The foregoing instrument was acknowledged before me this __ day of _____ , 2006, by _________ ,as of Chevron Shale Oil Company, a ___ _ corporation, on behalf of such company. Witness my hand and official seal. My Commission Expires:. _______ _ Notary Public: ______________ _ Name: ________________ _ [seal] 10 1111 Ml\ fl~I\~ ,,0:: 1M:1t1:~~ .1-M:Wiirt.:I~ ~·II 11111 Reception~: 726196 06125/200701:15:41 PM B: 1941 P: 0180 Jean Alberico 14 of 36 Rec Fee:$181.00 Doc Fee:0.00 GARFIELD COUNTY CO EXHIBIT "A" To Road Construction and Maintenance Agreement Description of Road Operator shall construct, operate and maintain the Road on the following lands located in Garfield County, Colorado: Township 6 Sonth, Range 97 West, 6th P.M. Section 12: SESE Section 13: NENE Township 6 South, Range 96 West, 6th P.M. Section 7: S2S2 Section 18: N2 11 1111 l'fi"I. ~lV,11'1,,',,oJ: I~ ,lt!~l't!L~rtl~lllz.:Hif, ~'Y 11111 Reception#: 726196 06125/2007 01:15:41 PM B: 1941 P: 0181 Jean Alberico 15 of 36 Rec Fee:$181.00 Doc Fee:0.00 GARFIELD COUNTY CO EXHIBIT "B" Description of Lands Garden Gulch Road will provide Participants with access to well, gas pipeline and gathering system, water pipeline, tanks, compressors and other similar oil and gas exploration, production, gathering and transportation facilities located on the following lands: Township 4 South, Ranges 95-98 West, 61h P.M. Township 5 South, Ranges 95-98 West, 61 h P.M. Township 6 South, Ranges 95-98 West, 61 h P.M. Township 7 South, Ranges 96-97 West, 6th P.M. 12 ( ( ChevronTexaco Shale Ol! Coinpaay North Amcrlllll Up1tream 11111 S. Wilcm:l, Houskm, TX 77099 p .O. Boll JG3GG, Houslon, TX 77236 January 17, 200S Petroleum Development Corporation Attention: Dewey Gcrdom 3801 Carson Avenue Evans, CO 80620 CTSOC to PDC Leases Consent to Assign and Amendment of Leases Garden Gulch Road Agreement Garfield County, Colorado Dear Dewey, EXHIBIT "C" llll l'fi\~lVil"a.''·'~:1M.1tl:llll~.lmf.rtl~i-n&:1Wi~~·~ 11111 Reception~: 726196 06/25/2007 01:15:41 PM 9: 1941 P: 0182 Jean Alberico 16 of 36 Rec Fee:S181.00 Doc Fee:0.00 GARFIELD COUNTY CO ChevronTexaco Per your letter dated November 15, 2004 1 delivered at our meeting with Orval Baldwin and Eric Steams in Orval's office on November 17, 20041 Petroleum Development Corporation (PDC) has requested ChevronTexaco Shale Oil Company, a division of Chevron U.S.A Inc. (CTSOC), which is successor in interest to Chevron Shale Oil Company, consent to PDC's assignment to Piceance Gas Resources, LLC (PGR) of an approximate 50% interest in CTSOC's leases to PDC in Garfield County, Colorado (defined on Exhibit ''A") as same cover the mesa top. PDC has further requested that Article 16. of each of the Exhibit" A11 leases be amended to extend the well and facilities relocation date (rclocafion date) past the cuxront date ofJanuazy I, 2018. The relocation date is the date at which the responsibility for paying the costs associated with moving existing wells and facilities so that crsoc may pursue shale operations shifts from CTSOC to PDC. CTSOC is willing to consent to the requested assigcament of interest to PGR (attached hcrc1o as Exhibit «JJ") and to amending Article 16. of each of the Exhibit" A" leases as provided in Paragraph 4 below for each and every wen spudded under said leases after the date of the amendment (attached ~to as Exhibit "C")1 if PDC agrees to the following: 1. PDC shall execute the Consent to Assign letter agreoment (attached hereto as Exhibit "D") and shall also obtain PGR"s execution of said Exhibit ''D". Both executed copies of said Exhibit shall then bo returned to CTSOCi only upon CTSOC's receipt of such copies of Exhibit "D" executed by PDC and PGR shall CTSOC's consent to the assignment referenced herein becoma effective. 2. PDC sbaII proceed with the construction of the Garden Gulch Road (GGR) per lhc terms of this Item number 2. 13 ( ( January 17, 2005 Page2 1111 ~f1~1"1.i',,0::11'*1r.1t!~1'Ll-tifi~l""1'l~~~'il 11111 Reception#: 726196 06/25/200701:15:41 PM 8: 1941 P: 0183 Jean Alberico 17 of 36 Rec Fee:$181.00 Doc Fee:0.00 GARFIELD COUNTY CO ChevronTexaco a. The route of oaid GGR shall be the highlighted route on the attached map (attached thereto as Exhibit "E"). said map being dated May 12, 2003 and having been drawn by Construction Surveys, Inc., or an alternative route. Prior to commencement of construction, PDC and CTSOC shall attempt to reach agreement on the final route for the GGR; if PDC and CTSOC do not agree on a final route for the OGR by March 1, 2005, CTSOC alone shall choose the route. PDC shall act as project manager for the GGR building project. b. On or befl>re March I, 2005 PDC will submit to CTSOC a good faith estimate of the cost of construction of the GGR. Said estimate shall be from an independent third party who is in the construction business with experience in making such road estimates. Jf said estimate exceeds Four Million Five Hundred Thousand Dollars ($4,500,000), PDC shall have the choice of proceeding with the GGR consbuclion, bearing the additional cost abovo $4,500,000 itself, or it may deolhte to proceed with the GGR consbuction by paying CT SOC Ono Million Dollars (SI ,000,000). This payment to CTSOC must be made no later tbsn March 1, 2005. If this payment is made to CTSOCno later thanMan:h I, 2005, PDC shall be under no further obligation lo CTSOC under this agreement. If however, PDC elects to proceed forward. then PDC shall continue forward under the tcnns of2c. below. c, PDC shall determine if the GGR construction requires any pennit or approval from any agency, organization, group, governmental committee or other entity having jurisdiction over such construction. If any permit or approval is required, PDC may delay the start of construction until same is acquired. However, if said permits or approvals are not acquired by PDC and construction on the GGR started by Ma.y 31, 2005, PDC shall deposit into an escrow account the sum of One Million Do!!a."'S ($1,000,000} pu..."'liwmt to the te;:mg of an. escrow u.greemmt agreeable to both parties. After making said deposit PDC may cease to proceed with the permitting and conalnlction of tho GGR or it may proceed with same. If it does proceed with same and completes the peonitting and commenceg conslnlction of the GGR by Deoember 31, 2005, PDC shall be entitled to a refund of the escrow account, othenvisethe escrow account funds will be disbursed to Chevron. d. crsoc shall contn"bufe its surface fee for right-of-way for the road end $300,000 to the total actual cost for building the GGR. PDC shall fund the remainderofthc: cost itself or by seeking additional companies or persons as contributors, approval of which must be requested by PDC and obtained from CTSOC prior to their being allowed to contribute: townrd the cost of the road. crsoc may withhold approval of any such prospective contributor for any reason or no reason. PDC agrees to include any party as a contributor to the GGR that CTSOC wishes to have included, said party(s) bearing their proportionate share of the costs to build and maintain the GGR based on their 14 ( Januaiy 17, 2005 Pagel 1111 l'fi\ ~lril"li'',f~: 1Hl ,ltl:~i ,l.WWlf/t:Hll,~1 il 1111 I Reception#: 726196 06/25/200701:15:41 PM 8: 1941 P: 0184 Jean Alberico 18 of 36 Rec Fee:$181.00 Doc Fee:0.00 GARFIELD COUNTY CO ChevronTexaco anticipated usage of the GGR and en terms similar to other third parties who have been alJowcd to join in the building of the G~ if any have been so allowed. If the total cost to build the GGR exceeds $4,000,000. then CI'SOC shall increase its monetary contn'bution for same by $50,000 for each $100,000 of increased construction costs up to a maximum total monetacy contribution by CTSOC of :1500,000. e. If after starting construction of the GGR. PDC or PDC and its contributors, has spent $4,500,000 without completing the GGR, It may choose to stop construction and abandon the project without ftuther penalty, except that it will not lea.vo any dangerous or hazardou:s condition created by the GGR oonstruction, but will at its own cost make sure the entire construction area is safe before abandoning the project. f. The GGR shall be owned by CTSOC, and CTSOC shall grant PDC a license to use same. PDC will be responsible, at its sole cost and.expense, for maintenance of the GGR, and shall perform same on an annual basis in order to retain its license lo use the OGR. PDC shall not be able to transfer its license to use the OGR nor its duty to 1naintain the GGR without CTSOC's prior written consent, which consent may be: withheld by CTSOC for any reason or no reason. Any other party which has oonfributed to the building of the GGR pursuant to the tmn.s of this agreement shatl be granted a license to use said road for as long as they pay a proportionate share of the continuing annual maintenance costs, said share to be determined by a written agreement to join in the bull ding of the GGR executed by said oontributor, by CTSOC and by PDC. g. CTSOC shall not be obligated to pay any maintenance costs on the GGR unless and until it begins using said road to actually mine its minerals or dn11 its own oil and/or gas wells or begins using same to otherwise actively extract its minerals. At that time, crsoc shall pay its proportionate share of the maintenance costs for the GGR based on its percentage use of said road versus the other users then:of. h. No party may assign any portion of its li<::ensc to use the GGR without the prior written consent ofCTSOC, which consent may be withheld for any reason or no reason. CTSOC hereby agrees that PGR may use the GGR under PDC's license; PGR's right to use tho GGR under PDC's license shall not be transferable without CTSOC's prior written consent, which consent may be withheld by CTSOC for any reason arno reason. Upgrades of the GGR shall be agreed to by CTSOC and PDC. No third party shall be allowed to use tho GGR without paying a fee to be determined by PDC and CTSOC (if PDC end CTSOC are unable to&KE"CC as to a. fer:, CTSOC shall set the fee). All fees received from third parties, excluding maintenance fees and fees paid as original contributors Wldcr the tmns of this rt~m number 2 shall be divided evenly ~etween PDC and 15 ( ( ( I 11111\1\ ,l~i'k.~ ,,0:: 1ll1'Ut1l~~l .lllii:,..,~lft~ll'I', ~·ii 11111 Reception~: 726196 January 17, 2005 Pagc4 06/25/200701:15:41 PM B: 1941 P: 0185 Jean Rlberico 19 of 36 Rec Fee:$181.00 Doc Fee:0.00 GARFIELD COUNTY CO ChevronTexaco CTSOC. Subject to the other provisions of this Item number 2, PDC must have all prelimina1y studies and any nece1sary agreements between add1tional contributors completed and start actual construction on the GGR no later than May 31, 2005 and proceed diligently with the work until completed. i. PDC may, at its !ill'l'le discretion, form a Limited Liability Company (LLC) for the purpose of construction of the GGR, collection and disbursement of ftmds for the construction of the GGR and other admjnistration, supervision and accounting for the project as necessary. The parties hereto shall attempt in good faith to resolve any dispute arising out of or relating to this Letter Agreement promptly by mediation under the Center for Public Resources Mediation Procedure then currently in effect before resorting to litigation. 3. Article 6 of on.ch lease listed on Exhibit "A" shall be amended to include tho following language at the beginning of said article: "Lessee agrees that on surface lands owned by Lessor it will not commence any surface activities which are allowed under this agreement without first giving Lessor and Lessor's surface lessee thirty (30) days prior written notice of said activities. Additionally, prior to commencing any surface activity (other than surveying) on Lessor's surface lands, Lessee will enter into a written surface damage settlement agreement with Lessor's surfuce lessee covering the Jaruis to be disturbed and will provide a copy of same to Lessor. In the event that Lessor's surface Lessee requires a damage settlement that Lessor and PDC deem unreasonable, then Lessor will waive the requirement for a written damage settlement." 4. Article 16 of each lease listed on Exhibit "A"' shall be amended to repJaCe the last sentence of:iaidArticic i6 with ihc ioilowing language: 11Bffectivo January 1, 2018 if Lessor requires Lessee to change, cease or relocate any of Lesseo's facilities, the com of same and the lost production therefrom shnll bo borne as follows: Year 2018: LcS&or 17/171hs, Lessee 0/17th Year 2019: Lessor 16/17ths, Lessee I/17th Year2020: Lessor IS/17ths, Leaaee2/17ths Year 2021: Lessor 14/17ths, Le=e 3/17ths Year 2022: Lessor 13/17ths, Lesaee 4/17ths Year 2023: Lessor 12/17ths, Lessee 5/l 7ths Year 2024: Lessor l l/171hs, Lessee 6/J 7ths Year 2025: Lessor I0/17ths, Lessee 7/17ths Year 2026: Lessor 9/17ths, Lessee 8/17ths Year 2027: Lessor 8/J 7ths, Lessee 9/J 7ths Year 2028: Lessor 7 /l 7ths, Lessee I 0/l 7ths Year 2029: Lessor 6/l 7ths, Lessee ll/ l 7ths Year 2030: Lessor 5/l 7ths, Lessee I 2/J 7ths Year 2031: Lessor 4/l 7ths, Lessee 13/l 7ths Year 2032: Lessor 3/l 7ths, Lessee 14/ l 7ths Year 2033: Lessor 2/l 7ths, Lessee IS/ J 7ths Year 2034: Lessor I/17th, Lessee 16/17ths Year 2035: Lessor 0/17th, Lessee 17/l7th• 16 " ( ( 1111 w. ~ir.i"l.i',,~: I~ ,lt!~lli!Lll'fiWlilr.:I~' *'Y 11111 Reception~: 726196 06/25/2007 01:15:41 PM B: 1941 P: 0186 Jean l=llberico January 17, 2005 Pages 20 of 36 Rec Fee:$181.00 Doc Fee 0.00 Gi::iRFIELD COUNTY CO ChevronTexaco Effective January 1, 2035 and thereafter, Lessee agrees to change, cease or relocate its operations at its sole risk and cost, in order to eliminate an interference and Lessor shall have no obligation to compensate Lessee for lost production resulting from such elimination of an lnterference. .. [f PDC agrees with the above, please so indicate by executing in the space provided below and returning a fully executed copy of this letter 10 my attention at the above address. This agreement shall be effective as of the date PDC agrees to and accepts this agreement, If you have questions regarding this agreement, please direct them to Lee Parker at 2 81-5 61-4 725. Sincerely, CHEVRONTEXACO SHALE OIL COMPANY, a division of Chevron U.S.A. Inc. 7f-- AGREED TO AND ACCEPTED this~ day of J 0--""" "''1 2005. :~~~N Eric R. Stearns Executive VP &.ploration and Development 17 ,-., EXHIBIT"A" attach.ea l:o and made a part of tllat cert~in Letter Agreement dated January 17, 2005, by and between Petroleum Development Corporation and ChevronTexaco Shale OU Company CTSOC leases to PDC in Gariield County, Colorado ).;:~ Ls Date Lessor ~ Re1[:ordinq 1~i0498 07131/01 CtM:tvron Shale 011 company Petroleum Development corporation Bk 1312, Pg 166 2 1!i5563 08/26/01 Chi;,vron U.S.A. Inc., succussor in Petroleum Development Corporation Bk 1360, Pg 276 lnteffest to Chevron Shale Oil Company 3 1~i5564 10/24/01 Ch1,vron U.S.A. Inc., succussor in Petroleum Development Corporation Bk 1380, Pg 273 NO;::g. intE1rest to Chevron Shale Oil Company -"(J)fD= oNn ;E -m• _.., Sk 1405, Pg 498 .,.., .. 4 1~15565 05/12/02 Ch1~vron U.S.A. Inc., succussor In Petroleum Development Corporation O'IG~·~ inteirest to Chevron Shale Oil Company ~~g ..... o~~~ ~:.:.. ....... ~ 5 Hi6014 11/02/02 ctmvron U.SA Inc., succussor in Petroleum Development Corporation Bk 1447, Pg 568 ~ ?1N-.;;;; inte:rest to Chevron Shale Oil Company ~:!:;:~m=!! m m---""'!!; . "' .. .... 6 1Ei5348 09/20/01 Chi~vron U.SA Inc., succussor in Petroleum Development Corporation Bk 1447, Pg 563 0 ~ -inte!rest to Chevron Shale Oil Company o- 00 OU> .. ~ ,,_ • . " 7 1:18349 11/15/02 Ch1!vron U.S.A. Inc., succussor in Petroleum Development Corporation Bk 1447, Pg 573 .. .. I; lnte:resl to Chevron Shale Oil Company .,_ .... " ..., A; D~ ,, . .... 8 1.5·8350 11/15/02 Ch"vron U.S.A. Inc., succussor in Petroleum Development Corporation Sk 1447, Pg 579 ,,. '= ~, lnle:rest to ChQvron Shale Oil Company "' rD o-u iii!: no 0' c-· 15·6351 11/16/02 Ch1~vron U.S.A. Inc., succussor In Petroleum Development Corporation Bk 14'·7, Pg 585 zo 3E -<O inte:rest to Chevron Shale Oil Company -< ~ " -0 ( 1111 Wli\ fl~I\''·'~: 1rit:1ritoti1~~~ .~~~wtr.:111'.11 ~·~ 1111 I Reception~: 726196 L_ ... ibit 11 n», ~~'~7'~go~e~1 F~;: ;~e~~o~: o~~4 ~e~: o~~geG~~~~E~~btQQ~~y co attached to and made e. part of that certain Letter Agreement dated January 17, 2005, by and between Petroleum Development Corporation a~ ChevronTexaco Shale Oil Company E:tblbl!C To P.urc~~.c-wid' S-1,e .(t.gni~~eut:. D•ted E!Tectl~e Novemlier11:2004'1ly and.Between P.etroJe;im ll.~velopiQent Corpoj'ation,. a!I S"1cr1 atid Pi~eance.G111 ll.esaurcet~ LLC, i.1 Bu~ ASSIG~ OF OJ!,. AND GAS LEASES 'l'IIIS .Ai!s1GNMENT OF OJ(. AND G:M LEASE$ (the "A.,imm\ent·~. daled offee1ivo NOYClllber I, 201)4 at 7:Q{) a.m,, Moun\;lip ~a. T;iiie (tho ''ll1Tc0tlve 'l;uno'?, Is from POllOIOU'11 D••oloplllcnt COIJ>Oil'~Dll,, a Nevada CO!p<>Wioo,, 103 East. Main St<.oot, Bridgeport, W,<&t Vlrglni.o 26330 .C'As•igmn')' to Pic~oo ¥.~ !'<'sources, LLC, a Colorado limited liability company, 730 11"' Slreet, Stiite 410,Donvcr, Colorado ~0202 r'Assignee'~· F.or Sl00.00.and other .good ao.d v~uablo.<:ODBideratio.n, the. receipt and s;uffieicncy.of wbioh Bra hereby •cknoWle!ige<l, A.sajgaor h=by aolla, assigns, lronsfQn, grants, oarg11ins, ,,,cl coµv,ys to .ASslmioo a.I! cf Assignor~s riglii: .. _ title mid intettst in aJ?.d to:tbe oil and gas leases deseribed on Bxhloft A (Ibo ''LellsO&") 'insollu: and oJ!]y insoftr ·os the Leese• covor tlic lands describe11 on Exhibit A (1be "Lands''), located. in Garfield County,.Colorado. TO HAVB AND TO HOLi) th~ Leases,. to·fl!e Lands With a!l aad singulaitho.righ~, p.rivileges, and app"*1l.Bilee• lh=to ~elonging ot in ·mywisc fll\pertirining unto Assign"!'; its. successors end assigus, forever. · Tlrls Assigµmcnt is wado and. accr;;pted ~pretsly subject to tl1e following terms and. condltions: 1. nus A&signment is &Ubject to a PurchBSo and Sale Agreimunrt dated December~ 2004,. elfeclivo Novemb1t l, 200<!, bo!Wcen A~ignor and A.ssignco (Ill<> •Purclwe Agreemcuf.,,,lru:ludiag, certain drilling obliglllions which m\131 be •mWi<Q i,n order fo~ .A.ssignea110 retain aµ. qr,portiOris or th~ Leas"ea·mid: I:.aridii assigned hemmaer,_ tOgether·with rcassigmncnt obligatiOll& which ariso. jq. die CVCjllt .that .tl:ut-~g o'bligatiom;: set fintli..in th& l'urdiaa6 AgreCD!elll are·not seli•fied. All reassigm!lents o.( the.teases by Aiisigneo t<> ~goOi: sh>ll. bo fi'CJ> lll!d clear o! a!l licml and eTjCWnbmilcea end anybwdcn• on Pl0duclio11<>1hcr 1hrm the J,essoE's royalty.·provided for in 111• Le,... )1114, o!liorb~ Oil productfo~ oxj$tip$ o~record , as of th!) a.ff active Thne. I'Ir. additio111 the Putehase A~cc:ment contaim i;emdn eonsca? to·assi~ provlsioru1, 2. THIS ASSIGNMENT' IS M'.,\Il1l ~ITT WAlUl.Al'l'!'Y' OJ.' /'iff'{. KrnD EXPRESS, JMPLll!l) OR STATIJTORY;JlXCEPT l'llAT ASSIGNOR WAJU!:ANTS·J'ITLE TO TllB LEASES 11$ TO THE LAWS :FROM AND AGAJNST AIL PERSONS CLAIMING BY, THROUGH AND UNDJiR, ASSIGNOR,.BUT f!IOT OmERW!SB. 19 ( ( ( llll Ml"l.~lVil"l.'',,~:1~Ut!:11ti!,lftl:r+l(lll~'l~U 1 ~ 11111 Reception~: 726196 06/25/2007 01:15:41 PM B: 1941 P: 0189 Jean Alberico 23 of 36 Rec Fee:$181.00 Doc Fee:0.00 GARFIELD COUNTY CO 3. To the ~tcnt-verinitted by law, Assign~ ihaij pq s.ubr9gated t!) A.Ssign6i:'a riglils in and. ~o·repnis.eD.'!.1J.1;iCln&; wanajll;i~· and ~ants :Siven· with respect.lo th~.Lq.$es. As~Cl1; herol>y ge.nia and tr~.fun= to -Atd·gn:eo. l(t ~~~Boni DD~.' ~~~1-to 1lic.a.tent.-so trans'fertol~ and peonlm:d.t.y law.:thc·b'efiefit of•llM:th6 tight Jo <=!fon:il\l\~cOvenJll\I•, rep>:iisentilllll!ll and Watl'Q~ if JUlYi. wbiQh ~signor. b enfitled to Cofo'.rce wi1h respcct..t~.-the le~e:S. Put qply ~o tlio extent not enforced byAselgnM. 4. AsiliSneo assumes and agxeea to pay, ~ lil\fill,.and di!l'h&'~ all olaims, costs, oxperuar, )iabiHHes >¢ oblipti""' ~S oc rel>tfus to the i;wnlni:. ~IP!lillir.. exj>loring, apmtiris··· ~ Of·t!t• )Aas~ "'~· tll• Lan~ 0( tbe:Fduollti:· '""')KITTinll Ma marb\ing or oil, F, "'1il ·other hl'dro<:iu:b<>ns· li:om .ll!o l,ondr. l'.CJ®'>S to<,,periQ<l'I .~ tho ruteetivo Tune, i""1udinl:; wll}lout llinliation,Tue oblisllion «> plug'.anij ftbBlltl<>JJ au ~l!S'lln,d reclaijJI all well si!co(wk:s•:~ r~gned\o Assignor in accoidaneo:with.Sc:etlP11;1.b qf t1!is Ali•lsnmen\); ~all ob~!iOru; arising under agroomenta oovcring "'relat!ng:t<> !!iol.Wo• as·t<J t!to :Landa, all os;n"'6l"'iieu1'"'1Y set if>rlhin the P\i!Chalie AgrOClilent' rrih"'"'is a.!)(ltlfli~t betw<cn 1ho -oftliis.Ao~ and th~ Pu>oh., .. Agi~~ 'lhO tenn• or tho .l'ufuha.c AJ!!eettlCnt ol\B!l control Bild noi be de<i;ncd10 havo m.Otged Into 1ba ~s of~ Aislgmijotit. . 5. .The tOfwmees ~ein Io ll~, encW;nbiancest burdens~;defeeta and. oih~.JD?tter• •hall nol be doe!nod·1o'tatify ;or create: 11!1)' dgbls hi: t1Urd118ftics oi; il>.er1:,c·'Vlith,.:J)IO\ljfy t>r limit the ri&llta of AJ!sii!n!>r •r ~,;~, as between. lhemselv,., as •.•I forth· in tho )'i!i<:hzso Apement oc othe<docunu:nts <OCBC1itcd.in=•~tiim therewith. 6. Unl••'1'"'videil otlieiwi•c. al\ JOC\)idilig xoffir~c" in Jhli IMli~its hmto·are to the official real property recor& ofth~Godielil CoUlltY,·Colorado; ClOtk ii,od~order. 7. AJi;rri:por s~all ·exricute1 acknowledge and -deliver or· pause-tQ. Qe :f*.C®J¢.., acl:!!owlcdged anct ·dclivored suoh lnall;umont~·.and ·talw sµcli oth'! action .. "'"Y bo reason>bl)I nec:essuy or advisablc;io.carlyOut the. pwpoD-o& and-in~ c;.f'this o.,sJ;i.~!11. s. Thls·A'8f8"'D!"1 l!ind& and: inum ta the b'onolit of Assignor. .,.a Al!•ignoo: and their rospootivo .ruccessotUUi!lassigns.. · 20 ( ( 1111 Wfi\ f1r,1"'''''~: 11tr,~1:11ti1 ,1rririw1t1r.;11rr'ii ~,11 11111 Reception#: 726196 06/25/200701:15:41 PM B: 1941 P: 0190 Jean Alberico 24 of 36 Rec Fee:$181.00 Doc Fee:0.00 GARFIELD COUNTY CO EXECUT!ID on u .. c\a\e<~JlllWned µ,tho B¢aiowledlJm"°"' <i,f Ibis ·Instrument, to b1>for all pUiposes as of the Elfeotive, Timo. STATE OF _____ _ COUNTY OF ____ ~ ASS!Gl-10!<: l>jtTBOLE~ DEVELOPME!-11: CORPQ.RATIO!if EricR. S1eams, EJ<..,utive"Yli:• !'re•idiml, llo<ploration aml·Developnrcnt · i:lrcgory. R. Vigil, Mili!ager Tho foregoing lnol:ron!cn~ was aolalowl~ged before ·me 1hfs __ <lay of Decomb..-,, 2004, by Erle lt. ·steams, as ~ccuti.Vc Vice PrtSiden4 Bxplora.tion and D·waJopm• of Petiol .... D ... !Qp(nont Coxp<>tmon, a Nevada oolj>oration. Wi-• lllY fumd.and official seal My COllllrilmonexpires: --------- .NotarY Publio ' C-3 21 ( ( ( 1111 l'fri. ~lVil"I.''''~: 1~f ,lt!~llirl ,~~lll~'lllV, ~1 11 11111 Reception~: 726196 06/25/2007 01:15:41 PM B: 1941 P: 0191 Jean Alberico 25 of 36 Rec Fee:$181.00 Doc Fee:0.00 GARFIELD COUNTY CO STATBOFCOLOaADO ) . ) err; Al<"D COuNI-Y.. o~ DENVJ:R. ) Th• fuxegoing: illll;rutnoct w;ia ac!oiowiedged borora in• this __ nay -0f Docenlbet, 2004, -by Grefll'1'Y R. Vigil, as Mtnagc< -c,f Picoai)co Gas !(04our~. LLC::, a Colorado liinitelf h'al)ility compllly, · . Wi)D .. ; my hand and oflloial seal; Mycoll!llllssioJiexplreS: -------- C-4 22 ( ( \ ( 1111 Mii.flr.~l'l,,',H:1Hif.lt!~l'tililrll'~""':HL~1 il 11111 Reception#: 726196 06/25/2007 01:15:41 PM B: 1941 P: 0192 Jean Alberico 26 of 36 Rec Fee:$181.00 Doc Fee:0.00 GARFIELD COUNTY CO EXHIBil'"C" attached to and made a part of that certain Letter Agreement dated January 17, 2005, by and between Peh·oleum Development Corporation and ChevronTexaco Shale Oil Corr1pany LEASE AMENDMENT STATE OF COLORADO COUNTY OF GARFIELD WHEREAS, CHEVRON U.S.A. JNC., successor in interest to Chevron Shalo Oil Company, hereinafter referred to as "Lessor", whose address is lllll S. Wilcrest, Houston, Texas 77099, has entered into tho Oil and Gas Leases in Garfield County Colorado with Petroleum Development Corpontlon, whose address is 103 East Main Street, P.O. Box 26, Bridgeport, West Virginia 26330, hereinafter referred to as "Lessee", described on the attached Exhibit "Au, WHEREAS, the undersigned parties hereto desire that said leases described on Exhibit "A" be amended in the manner hereinafter set forth: NOW, THEREFORE, in consideration of the premises and of the bonus and other rental payments hereto fore paid pursuant to said leases and for the additional consideration of Ten Dollars and other good and valuablo consideration, receipt of all of which is hereby acknowledged by Lessor, the parties hereby e.grce to supplement and amend said lease by amending the leases on Exhibit ''A" as follows, to~Wit: The following language shall bo added to tho beginning of Article 6. in each lease on Exhibit "A'': "Lessee a2t'Ces that on surface lancis owned bv Lessor it will not commence any surface activities Which arc allowed under this aiecment without first giving Le5sor and Lessor's surface lessee thirty (30) days prior written notice of &aid activities. Additionally, prior to commencing any surface activity (other than surveying) on Lessor's surface lands, Lesse" will enter into a written surface damage settlement agree.meat with Lessor's surface lessee covering the lands to be disturbed and will provide a copy of same to Lessor." Jn all other respects, said leases are unchanged and remain in full force and effect. IN WITNESS WHEREOF, the undersigned parties have executed this Amendment on the date indicated beiow. LESSOR: CHEVRON U.S.A. !KC. BY~~.,..,--,-~.,.-~~~ O.F. Baldwin ll Attorney-in-Fact Date ________ _ LESSEE: PETROLEUM DEVELOPMENT CORPORATION By~~~~~~~~~ Eric R. Steams Executive VP Exploration and Development Date __________ _ 23 ( ( ( 1111 Ml\ ~i~I\~ ,10:: 11t'f ,1t~:~Llr\1'(~(11li:~ ~·ii 11111 Receptionii: 726196 . 06/25/2007 01:15:41 PM B: 1941 P: 0193 Jean Alberico 27 of 36 Rec Fee:$181.00 Doc Fee:0.00 GARFIELD COUNTY CO STA TE OF TEXAS COUNTY 01' HARRIS The foregoing instrument was acknowledged before me this __ day of ____ _, 2005 by O.F. Baldwin II as Attorney-in-Fact for Chevron U.S.A. Inc My Commission Ex;?ires: ------ Notary Public STATE OF COUNTY OF The foregoing instrument was acknowledged before me this __ day of ____ _, 2005 by Eric R. Stearns as Executive VP Exploration and Production of Petroleum Development Corporation. My Commission Expires: _____ _ Notary Public --------------- 24 1111 ~fi~l"li'',,0::1ttri1t!~~~,lillrlrlh:l'll~'IW ~1 11 11111 Reception~: 726196 06/25/2007 01:15:41 Pl'! B: 1941 P· 0194 Jean l=llberioo 28 of 36 Rec Fee:$181.00 Doc Fee:0.00 GARFIELD COUNTY CO ( Exb..ibit A for this leas~i ru.ncndment is the sa.uc spreadsheet that fa ru;ed as Exhibit .A. for the letter agreement. ( 25 ', { \ 1111 l'JI\ ~1Vii"I.''''~: 1Hir,tt!~lli!Lllffj.(IPll.'I~~ ~'~ 11111 Reception~: 726196 06/25/2007 01: 15:41 PM B: 1941 P: 0195 Jean i=llberico 29 of 36 Rec Fee:$181.00 Doc Fee:0.00 GARFIELD COUNTY CO Exhibft "D", attached to and made a part of that certain Letter Agreement dated January 17, 2005, by and between Petroleum Development Corporation and ChevronTexaco Shale Oil Company (Date) Petroleum Developinent Corporation Attention: Dewey Gerdom 3801 Carson Avenue Evans, CO 80620 Consent to Assign CTSOC to PDC Leases Garfield County, Colorado Gentlemen: Reference is made to those certain Oil and Gaa Leases described on Exhibit "A" attached hereto, said ]oases being made a part hereof by reference for all pUip<>sea and being hereinafter referred to as Hsaid Oil and Gas Leases.n Reference is further made to that certain lotter dated November 15, 2004, from PDC requesting ChevronT•= Shale Oil Company's (CTSOC) consent to an assignment from Petroleum Development Corporation (PDC) to Piceance Gas Resources, LLC (PGR), whose address is 730 17th Stroot, Suite 410, Denver, CO 80202, of approximately fifty per cent (50%) ofPDC's interest in said Oil and Gas Leases, · CTSOC rajects PDC's request for such consent as outlined in its November 15th letter, however, subject to the following terms and conditions, CTSOC hereby consents to the requested assignment: L PDC and PGR shall be jointly and severally reaponsiblc to CTSOC for all obligations under said Oil and Gas Leases .. to tho acresgo assigned by PDC to PGR. 2. The transfers of interest shall be mado subject to all tho terms and conditions of said Oil and Gas Leases and this agreement, 3, No transfers of such interests transferred to PGR shall be made by PGR to third parties wilhout prior written approval of CTSOC, 26 .. , ( ( ( 1111~fZ.ril"li'',rO::1~! .1t1:11ti~ ,i.,ir,iiwll'l'&:IW ~·II 11111 Reception~: 726196 061251200701:15:41 PM B: 1941 P: 0196 Jean Alberico 30 of 36 Rec Fee:$181.00 Doc Fee:0.00 GARFIELD COUNTY CO 4. CTSOC's consent shall not constitute: a novation, nor a. b. a waiver of the rights and remedies available to CTSOC under applicable law, nor c. a waiver of any provision in said Oil and Gas Leases. 5. PGR shaU fbmish CI'SOC a copy of any instrument of assignment made pursuant hereto with the recording data shown thereon. CTSOC's consent shall not become effective until a copy of this letter is retumc:d to CTSOC signed by PDC, thus indicating PDC's acceptance of the above tenns and conditions, and signed by PGR, thereby recognizing that any agreemc:ct between PDC aod PGR shall bo subject to the above temis and conditions. Very truly, ChevronTexaco Shale Oil Company, a division of Chevron U.S.A. Inc. Its: ___________ _ ACCEPTED AND AGREED this __ day of _____ , 2005. Petroleum Development Corporation By: __________ _ Title: ____________ _ ACCEPTED AND AGREED this __ day of _____ ~, 2005. Piceance Gas Resources, LLC By. __________ _ Title: ____________ _ 27 -·~ ·--· Exhibit "E" AUached to and made a part of that ce1iain Lclter Agreement dated January 17, 2005, by and between Petroleum Development Corporation and ChevronTexaco Shale Oil Company PROf=l0$§_D--CrARDEN G-ULCH ROAD --VICINITY MAP 1111 M'1 '-f lri~"I.,,\,~: 1NfM~~~~Ll'tt~rlVil-t~I~ ~'~ 11111 Reception~: 726196 06/25/2007 01: 15:41 PM B: 1941 P 0197 Jean Alberico 31 of 36 Rec Fee:$181 .00 Doc Fee.0.00 GARFIELD COUNTY CO r~tPMrn (OR: P(lnOL(U~ flEVCLO?"El<T, CMP- lOl [1ut i\Al)ffl S\1ut a1td9;?01l, WUI Vrg(o;., 2BJJO ..... ('• ...... c ···-c:-:... :~} c..~ ·:~'i ~: ~ c: ro (:', ~~ s~ § r-. c ~ "t.~ ~r~ ·~ .s::, ~ 1-- 0 <l(J 0 :;;.: l-~ .... (..) 0 ( ~cA1.C1 r .. CIOO. .~"1l"to or:. s~ ........... _ ......................................... -. .. ~ ................................ .J~OA:ffi~0~5/~ll~:o1~Jo:'~~·~PO~C\~<l.U~l~(~:uAA~.0:"9:...J... .. .J. 28 1111 ~ri~1\~,,0::1H1Utl~~U!f('ljfilPll'IW,~1 il 11111 Reception~: 726196 06125/2007 01:15:41 PM B: 1941 P: 0198 Jean FHberico 32 of 36 Rec Fee:$181.00 Doc Fee:0.00 GRRFIELD COUNTY CO EXHIBIT "D" Construction and Maintenance l. Construction. The Road shall be constructed in accordance with industry customs and standards, applicable laws and contracts, and in accordance with the following specifications: Phasing Summary of the Garden Gulch Road ProjectAccess The scope of work necessary to complete the Garden Gulch Road project will utilize a variety of resources including but not limited to geologists, soils engineers, civil engineers, hydrologists, surveying, drillers, blasters, excavators, dozers, etc... Included in these resources would be the anticipated requirement of roadway slope stabilization, mechanically reinforced soil wall construction, drainage appurtenant construction, revegitation and erosion protection. The roadway is separated into three distinct geological features or "phases". These are the Lower Roadway, Cliff Face and Upper Roadway. As of January I, 2006, significant portions of the Upper Roadway have been constructed. The pioneer road for the Lower Roadway has been completed to Sta 57+50 +/-. The benching of the Cliff Face has started and significant progress has been made towards obtaining bench widths that will move the blasting from "pre-split" work to "production" work. Lower Roadway !Sta o+OO to Sta 9o+ 3Sl I. Slope staking and pioneer of the roadway has been completed from Sta o+OO to the existing rock outcrops located at approx. Sta 57+50. This will provide access for drilling & blasting operations that are anticipated to be required from Station 57+50 to Station 62+00. Note that additional access will be constructed from Station 9o+35 back to Station 62+00 to provide benching access for blasting operations. 2. Roadway excavation can occur from Sta 0+00 to 57+50 during the construction of the Cliff Face section of roadway (9o+35 to 135+00). 3. Once Cliff Face section of roadway has provided access down to Sta 90+35, contractor will begin pioneer of roadway down station to 83+50 +/- At 83+50, it is anticipated that drilling and blasting operations will be necessary to be conducted from 83+50 down station to 8o+Oo+I-. During drilling and blasting of 83+50 to 8o+OO, roadway excavation can be completed from 9o+35 down to 83+50. 4. Once drilling and blasting is completed from 83+50 to 8o+OO, pioneer of roadway can again be achieved from 8o+OO to 7o+50. At 7o+50, it is anticipated that drilling and blasting operations will be necessary to be conducted from 7o+50 down station to 68+50. During drilling and blasting of 7o+50 to 68+50, roadway excavation can be completed from 8o+OO to 7o+50. 5. Once drilling and blasting is completed from 7o+50 to 68+50, contractor will begin pioneer from 68+50 to 62+00. At 62+00, it is anticipated that the final area of production drilling and blasting will be required. From 62+00 down station to 57+50, it is anticipated that drilling and blasting is required. During drilling and blasting of 62+00 to 57+50, roadway excavation can be completed from 68+50 to 62+00. 6. During roadway excavation, installation of drainage facilities, erosion control and revegetation of disturbed slopes will be conducted. The installation of 24" diameter HDPE culvert pipes will be necessary on approximately 500' centers. 7. Also during roadway excavation, installation of slope reinforcement will be perfonned. The amount and locations of slope reinforcement will be dependent upon conditions encountered in the field. 29 1111 ~ fl~i\''·'~: 1Hl(,1tl:~~ ,11r,~~i.,u.~~' ~·ii 11111 Reception~: 726196 06/25/2007 01:15:41 PM B: 1941 P: 0199 Jean Rlberico 33 of 36 Rec Fee:$181.00 Doc Fee:0.00 GARFIELD COUNTY CO Cliff Face Roadway (Sta 90-+50 to Sta 125+00) 1. Begin construction of pioneer road at the 7960 contour to establish a bench for drilling and blasting operations. Start pioneer road at 125+00 and proceed northward to 91+00 +/-. This work has been completed. 2. Continue drilling and blasting of 15' wide x 50' deep road cuts from 7960 down to 7810 contour. At 7810 contour adjust width of bench to optimize cut down to roadway elevation. 3. Begin construction of pioneer road at the 7960 contour (at station 125+00) to the south, down station to the 119+00 contour+/-. This bench will facilitate drilling and blasting operations to for the roadway south of and downhill of 125+00. 4. During blasting operations on the north side of the Cliff Face (90+50 to 105+00), excavation and removal of blast debris will be performed on the south side (125+o0 to 105+00). 5. During blasting operation on the south side of the Cliff Face (125+00 to 105+00), excavation and removal of blast debris will be performed on the north side (90+50 to 105+00). 6. As each bench is completed, fine grade the benches to accommodate drainage. The use of flexible perforated 4" diameter ADS piping, 4x4x6 tees and 6" solid wall flexible perforated ADS piping will be used to collect drainage water and transport it from one bench down to the next. The flexible ADS piping will be utilized by the contractor to best direct runoff away from his work areas during construction. 7. During roadway excavation, installation of pennanent drainage facilities, erosion control and revegetation of disturbed slopes will be conducted. The installation of 24" diameter HDPE culvert pipes will be necessary on approximately 500' centers. 8. Also during roadway excavation, installation of slope reinforcement will be perfonned. The amount and locations of slope reinforcement will be dependent upon conditions encountered in the field. Upper Roadway !Sta 125+00 to-End of Project! I. During construction of the Cliff Face work (90+50 to 125+00), the earthwork contractor will be able to construct the remaining roadway. This is from 125+00 to approximately 140+87. At 140+87, the contractor has substantially completed road work excavation to the end of the job 165+00+/-. 2. Contractor to cut the drainage intercept ditch across the top of the cliff face work above stations 90+50 back south to 125+00 +/-. Contractor to install a 2 foot deep ditch with 2: 1 side slopes at a minimum grade of 2%. Ditch is to drain from north to south. 3. During roadway excavation, installation of pennanent drainage facilities, erosion control and revegetation of disturbed slopes will be conducted. The installation of 24" diameter HDPE culvert pipes will be necessary on approximately 500' centers. 4. At the 125+00 and 105+00 stations, the installation of 36" diameter HDPE culvert pipe is anticipated. Similarly at the 117+00 and 112+00 stations, the installation of a 30" diameter HDPE culvert pipe is anticipated. 5. Above 124+00, and back station to 117+00, the contractor to cut the drainage intercept ditch across the top of the roadway to intercept off site flows to the culvert pipes to be installed at 117+00 and 112+00. 6. Construct safety berms, drainage cut-outs, fine grade and install Type 4 Gersey) barrier as the roadway sections are completed to provide safe access to the work areas. 30 1111 ~ fl~l"m.i',PO:: 111f1 .ttl:llilj .Hir.1+1,~'r.'lft'it ~·II 1111 I Reeept1on#: 726196 06/25/2007 01:15:41 PM B: 1941 P: 0200 Jean Alberico 34 of 36 Rec Fee:$181.00 Doc Fee:0.00 GARFIELD COUNTY CO General Comments and Considerations 1. During construction of the project, on-going survey activities will be required to confirm quantities, as-built conditions (relative to design) and to verify the accuracy of the topography. 2. Because of very limited access, the on-going surveying will be coordinated with the contractors on a daily basis so as to facilitate construction. The daylight lines and right of way limits cannot be safely staked from 9o+50 down station to 57+50 until roadway construction provides access. 3. During construction of the project, it is anticipated that a variety of areas will be found to have unstable slope and foundation areas. These areas will be field evaluated by Yeh and Associates and means of stabilization will be directed by Yeh. 4. The roadway cross section being provided for this project is a 26' platform width with a 3 foot high berm on the down hill side and a I foot deep ditch on the up hill side. 5. The maximum grade from 90+35 up station is 10%. Through the switch back areas, the maximum grade is 5%. 6. Alignment and profile grades remain the same from O+oO to 88+00 as provided by Construction Surveys in their design of the roadway. This is in light of the fact that the roadway has already been slope staked and pioneered accordingly. One section of 12% roadway is noted from station 38+50 to 61+00. 2. Maintenance and Operation. Operator shall operate and maintain the Road on a twenty-four hour basis following the construction of the Road. Such duties shall include: a. Maintenance: Operator shall be solely responsible for maintaining the Road in good working condition at all times. The quantity and quality of maintenance shall be in the sole discretion of the Operator. Maintenance shall include, but not be limited to, grading the Road to alleviate damage caused by wear-and-tear or other use; repairing damage caused by weather conditions, such as rain, flood, excessive mud, snow, etc.; periodically adding gravel or appropriate road base when necessary; clearing the Road of debris and obstacles; plowing the Road of snow when necessary; repairing fence lines when required; and maintaining access gates in good operating condition. b. Security: Operator shall ensure security of the Road. Security shall mean maintaining the Road for its intended use and purpose as a private road. Operator shall have sole discretion to determine the measures necessary to maintain security. Security shall include, but not be limited to, maintaining controlled access points to the Road; installing, maintaining, and operating any locked gates; inquiring as to any individual(s) traversing or otherwise using the Road; inspecting the integrity of any fence lines designed to keep animals and or livestock off of the Road; and, where appropriate, informing local law enforcement authorities of trespassers. c. Additional Services: Operator shall perform such additional services with respect to the operation and maintenance of the Road as may be necessary from time to time. 31 11111'/i"i. firil"l.''·'O:: 1Nf,ltl~llil~ .llD:'~l~r..:llt'i~~·u 11111 Reception#: 726196 06/25/200701:15:41 PM B: 1941 P: 0201 Jean Fllberico 35 of 36 Rec Fee:$181.00 Doc Fee:0.00 GFIRFIELD COUNTY CO EXHIBIT "E" Payment Cost Sharing. Participants shall bear in the following percentages (each, a "Sharing Percentage") the costs and expenses necessary to construct, operate, and maintain the Road ("Road Expenses") during the period ending on the second anniversary of the Effective Date: Marathon: 25.000% Williams: 25.000% PDC: 25.000% Beny: 12.500% PGR Partners: 6.250% Teton Piceance: 6.250% Total: 100.000% After said second anniversary, Participants agree to use their commercially reasonable efforts to negotiate a new agreement as to the sharing of such Road Expenses, taking into account then- applicable facts and circumstances. Participants shall continue to bear their respective Sharing Percentage shares of the Road Expenses until a new agreement is executed and delivered by all Participants; provided that if the Participants are not able to enter a new cost sharing agreement by the 90th day following the second anniversary of the Effective Date, the Sharing Percentages set forth above shall apply to Road Expenses incurred during the balance of the term of this Agreement. Each Participant shall be severally liable for its Sharing Percentage share of Road Expenses due to Operator hereunder. 1. Pavment and Reimbursement of Road Expenses. Operator will be responsible for paying up-front any and all Road Expenses. Unless such Road Expenses are subject to Section 3 below, after paying the same, Operator will seek reimbursement from each Participant for its Sharing Percentage thereof. The Operator will invoice each Participant for its Sharing Percentage of such Road Expenses. Participants shall pay such invoice within thirty (30) days of receipt. 2. Authoritv for Expenditure. Prior to the expenditure of any amount of funds to construct, operate, or maintain the Road in excess of FIFTY THOUSAND DOLLARS AND 00/l 00 ($50,000.00), Operator shall provide each Participant with an Authority For Expenditure ("AFE") detailing the total anticipated costs or expenditures. The Operator shall have sole discretion in calculating the amount of costs and expenditures and determining which costs and expenditures to include in a single AFE. The Operator will provide each Participant with an invoice of the proportionate share owed by it for each AFE. Participants shall pay Operator their share of the AFE within thirty (30) days of receipt. 32 1111 ~n~1\~,,0::1Hiuwti1:~ur.riw11~·~~ ~,11 11111 Reception~: 726196 06/25/2007 01:15:41 PM 8: 1941 P: 0202 Jean Alberico 36 of 36 Rec Fee:$181.00 Doc Fee:0.00 GARFIELD COUNTY CO EXHIBIT "F" insurance Operator shall carry and maintain the following insurance for the benefit of itself and the Participants. A. Worker's Compensation Insurance. Worker's Compensation Insurance covering employees, in compliance with all applicable State and Federal Worker's Compensation laws, and Employer's Liability insurance with a minimum limit of one million and No/100 Dollars ($1,000,000.00). B. General Liability. Such General Liability insurance shall be endorsed specifically to include property damage coverage arising from explosion, collapse or underground damage, products/completed operations liability, broad form contractual liability coverage which shall provide coverage for contractual liabilities and indemnities assumed herein, and shall have a limit on one million and No/100 Dollars ($1,000,000.00) per occurrence for all bodily injury, illness, death or property damage. C. Automobile Liability Insurance. Automobile Liability Insurance including passengers, covering automobiles owned, non-owned and/or leased by the owners and producers, shall be covered with a limit of not less than one million and No/100 Dollars ($1,000,000.00) each accident for bodily injury, death or property damage. D. Umbrella Liability Coverage. Umbrella Liability Coverage with limits and serving to increase the limits of said coverages four million and No/I 00 Dollars ($4,000,000.00) any one occurrence, in excess of the coverage outlined in A and B above. Losses for which no insurance is required to be carried or in excess of the limits set forth above, shall be borne by the Parties in proportion to their respective Sharing Percentages. Participants are granted a waiver of subrogation as respects the Workers' Compensation I Employer's Liability Insurance required herein. Each Participant shall be an additional named insurance on each policy. 3529425_6.DOC When Recorded Please Return To: Petroleum Development Corporation 1775 Sherman Street, Suite 3000 Denver, CO 80203 Attn: Jenni Muller 33 Chevron January 26, 2007 Garden Gulch, LLC c/o Petroleum Deve lopment Corporation 3 80 l Carson A venue E van s, Colorado 80620 Attn: Mr. Dewey Gerdom Re: Garden Gulch Road Extension Dear Dewey: Mid-Continent Business Unit Chevron U.S.A. Inc. 11111 S. Wilcrest, Houston, TX 77099 P.O. Box 36366, Houston, TX 77236 QLS # 699369 T his letter agreement (thi s "Agreement") sets fort h the agreement among Chevron Shale O il Company, a div ision of Chevron U.S.A . Inc., s uccessor by name change to ChevronTexaco Shale Oil Company ("CSOC"), Garden Gulch, LLC ("Operator"), Petroleum Development Corporation ("PDC"), Berry Petroleum Company ("Berry"), Marathon Oil Company ("Marathon"), PGR Partne rs, LLC ("PGR"), Teton Piceance, LLC ("Teton") and Williams Production RMT Company ("Wi lliams"). All of the foregoing named parties , less CSOC, are referred to h erein individually as a "Party" and collective ly as the "Parties." The Parties have agreed to build an extension of the Garden Gulch Road (the "Road") as described hereinafter (the "Road Extension") and CSOC has agree d to such Road Extension, subjec t to the terms and conditio ns contained herein . The Parties and CSOC have agreed as follows: 1. T he Parties agree to build the Road Extension as depicted on the attached Exhibits "A-1 " through "A-10" (the "Road Extension"). The Parties hereby amend that certain Construction and Maintenance Agreement dated November l , 2005, covering the Road to include the Road Extension as a part of the Road for purposes of such Agreement. 2. CSOC shall contribute its surface fee for right-of-way (as depicted on the attached Exhibits "A-1 " through "A-1 O") for the Road Extension a nd the Parties shall be responsible for a ll costs and risks associated with constructing and maintaining the Road Extension. 3. The Parties hereby appoint the Operator as their lead representative who will be in charge of constructing the Road Exte nsion. However, as between the Parties and CSOC, the Parties agree to be ultimate ly responsible for the construction and maintenance of the Road Extension. 4. The Operator shall proceed wi th the construction of the Road Extension in accordance with the following: a. In the construction , maintenance and remediation of the Road Extension, Operator will comply with all applicable federal , state, tribal and local laws and with all rules, regulations and orders of all regulatory authorities having jurisdiction. Operator may not enter onto CSOC's surface fee until it has obtained same . If Operator fails to comply with all laws, rules, regulations and orders or fai ls to obtain the necessary governmental approvals before entering the CSOC's surface fee , then CSOC may terminate this agreement by giving written notice of said termination to Operator. b. The entire width of the Road Extension, which includes any adjoining safety berms, retaining wall, structures, culverts, other, etc., shall not exceed one hundred (100) feet at any point. The route and center line of the Road Extension must adhere to the same as shown on the surveys attached hereto as Exh ibit s "A-1" through "A-10". c. Operator shall maintain the Road Extension in good repair at all times and shal l be responsible, at its sole cost and expense, for maintenance of the Road Extension, and shall perform same in a good and workmanlike manner in order for the Parties to retain their licenses to use the Road Extension. Operator shall maintain safety on the Road Extension during construction and thereafter. Operator shall not be able to transfer its duty to maintain the Road Extensio n, without CSOC's prior written consent, which consent may be withheld by CSOC for any reason or no reason. d. Operator, and any party who uses the Road Extension, shall maintain insurance in the amounts and types as indicated on Exhibit "B" hereto. 5. The Road Extension shall be owned by CSOC as to all portions thereof which are on or cross over CSOC owned surface. A depiction of the surface ownership underneath the Road Extension is shown on Exhibit "C" attached hereto. Said Exhibit "C" does not establish surface ownership, actual ownership is controlling 6. CSOC hereby grants an individual, non-exclusive, cost-free right and license to each Party to use CSOC surface that is part of the completed Road Ex tension for the purpose of accessing and developing the minerals they own or lea se in the area. This license shall last for as long as said Party owns minerals in the area and as long as it pays a proportionate share of the continuing annual maintenance costs for the Road Extension. No Party may assign any portion of its license to use the Road Extension without the prior written consent of CSOC, which consent may be withheld for any reason or no reason. No third party shall be allowed to use the Road Extension without paying a fee to be determined by Operator and CSOC (if Operator and CSOC are unable to agree as to a fee , CSOC shall set the fee). All fees received from third parties, excluding maintenance, shall be divided evenly between Operator and CSOC. 7. CSOC shall not be obligated to pay any maintenance costs for the Road Extension unless and until such time as it begins to use the Road Extension to actually mine its minerals or drill its own oil and/or gas well s. At that time CSOC shall enter into an agreement regarding maintenance costs for the Road Extension with the Parties which will require CSOC to pay its proportionate share of the maintenance costs for the Road Extension based on its percentage use of the Road Extension versus the other users thereof. 8. One or more of the Parties may desire to construct a road on acreage adjacent to CSOC surface. As a precondition to the right of such Party or Parties to connect any such road (a "Connected Road") to the Road Extension, such Party or Parties shall: a. to the extent a Connected Road is located on surface lands owned by one or more of the Parties, grant to CSOC a perpetual , irrevocable, nonexclusive, cost-free easement , right-of-way, license or other right, in recordable form, to use the Connected Road , together with a corridor defined as the area within 50 feet of either side of the center line of the Connected Road, for all lawful purposes including, without limitation, ingress and egress to and from other CSOC surface lands for a ll purposes including oil shale exploration and development, and including, without limitation, maintenance, upgrading and widening of the Connected Road within such corridor (collectively, "CSOC Uses"); and/or b. to the extent a Connected Road is located on surface lands owned by third parties other than a Party hereto and over which one or more Parties hereto have acquired an easement, right-of-way , license or other right (a "Third-Party Use Right"), and subject to any consent right held by the third party surface owner, the Party or Parties holding such Third Party Use Right shall (i) sublicense or sublet to CSOC on a nonexclusive basis and for the duration of the Third Party Use Right such portion of such T hird Party Use Right as is necessary to accommodate and permit the CSOC Uses to the extent allowed under the terms of the Third Party Use Right, and (ii) use its reasonable best efforts to obtain any required third-party consent. Notwithstanding any other provision in thi s Agreement or any other Agreement between the Parties hereto , the duties imposed upon the Parties by this paragraph, and the rights enjoyed by CSOC under this paragraph, shall be binding upon the successors, heirs, and assigns of the Parties. The Parties shall inform any successor, heir, and/or assign of the obligations imposed under this paragraph, and shall take all reasonable and necessary actions to ensure that such successor, heir, and/or assign accepts and assumes the duties imposed under this paragraph. 9. A segment of the Road Extension that is on CSOC s urface, approximately between Stations 97+00 and 112+00, will be in a draw immediately west of another draw containing an existing two-track road heading north out of Little Creek drainage in the N/2S/2 Section 29, T5S, R96W, 61h P .M. The existing two-track on CSOC surface shall be abandoned and upon completion of the portion of the Road Extension contemplated by this provis ion, Operator sh all place and maintain obstacles across the abandoned two-track so that it can no longer be used. 10. A segment of the Road Extension on CSOC surface in the SW/4 Section 1, T6S, R97W, 6th P.M., approximately between Stations 374+00 and 395+00, will replace an existing two-track road. Upon completion of the portion of the Road Extension contemplated by this provision, the segment of existing two-track on CSOC surface that is being rep laced shall be abandoned and Operator shall p lace and maintain obstacles across the abandoned two-track so it can no longer be used. 11. Operator shall avoid damaging, to the extent feasible, the existing aspen grove at th e point where the Road Extension intersects the access road to the Chevron 13-21 3 well pad in the NW/4 Section 13, T6S, R97W 6th P .M. (approximately Station 544+00). 12. Operator shall comply with all federal , state and local laws and regulations governing the discharge of construction and other materials into drainages. Operator shall be responsible for the adequacy of the road design, including, but not limited to, culvert designs. 13 . Operator shall control fugitive dust during construction of the Road Extension. 14. Operator shall be responsible for the cost, installation and maintenance of signage at intersections of roads to aid in navigation for emergency and law enforcement personnel. Operator shall be responsible for the cost to install and maintain speed limit signs and other caution signs as specified by CSOC Health, Environment & Safety personnel. 15. Operator shall e nsure all road cut and fill areas and other disturbed areas on CSOC surface are re-contoured to generally conform with the surrounding terrain. 16 . All disturbed areas on CSOC surface shall be reseeded by Operator using seed mix approved by CSOC's surface lessees until a self-sustaining stand of vegetation is achieved. 17. All disturbed areas on CSOC surface shall be sprayed for weeds by Operator for a period of three (3) years following construction. 18. Road Construction activities on CSOC surface shall be coordinated by Operator w ith CSOC's surface lessees to m inimize confl icts fo r all parties . Please indicate your agreement to the terms set forth above by execu ting th is Agreement in the space p ro v id ed below and re turning a fully exec uted copy to my a ttention at the a bove ad d ress. T hi s A g reement, as set forth h e re i n, shall be effective as o f the d a te a ll Parties p roperly execute the same and a fully executed original is provided to CSOC. This Agreement may be executed or rati fi ed in one or more counterpa1ts and all of the executed or ratified counterparts shall together constitute on instrument. A GREED T O AND ACCEPTED S incere ly, CHEVRON SHALE O IL COMPANY, a d ivision of Chevron U.S.A. Inc. '4 I> By: C .LiJ. ~ Name: e. LI. & )5 6/9 T itle: fr #o t" f v -1 1 #'>. -;Co. if ' this __ day of , 200 7. GARDEN GULCH , LLC, by Petroleum D evelopment Corporation, Manager B y: __________ _ Name: Deward W . Gerdom T itle: Vice President, Exploration AGREED T O AND ACCEPTED this __ day of 2007. PETROLEUM DEVELOPMENT CORPORATION By: ________ _ Name: Deward W . Gerdom Title: Vice P resident, Explorati on 18. Road Construction activities on CSOC surface shall be coordinated by Operator with CSOC's surface lessees to minimize conflicts for all parties. Please indicate your agreement to the terms set forth above by executing this Agreement in the space provided below and returning a fully executed copy to my attention at the above address. This Agreement, as set fotth herein, shall be effective as of the date all Parties properly execute the same and a fully executed original is provided to CSOC. This Agreement may be executed or ratified in one or more counterparts and all of the executed or ratified counterparts shal1 together constitute on instrument. AGREED TO AND ACCEPTED Sincerely, CHEVRON SHALE OIL COMP ANY, a division of Chevron U.S.A. Inc . By: ________ _ Name:~---------~ Title: ---------- this ~day of filc""7 , 2007. 'by t Corporation, Manager AGREED TO AND ACCEPTED this _'.)'.. ,'1--~'day , 2007. BERRY P 0 PANY ---r:;:;;. l \ ~,_,\,.1 1 ·-z:~~~~~~----)j/J.,;v AGREED TO AND ACCEPTED this __ day of , 2007. MARA THON OIL COMPANY By: _________ _ Name: -------~ Title: --------- AGREED TO AND ACCEPTED this __ day of , 2007. PGR PARTNERS, LLC By :. _________ _ Name: --------T itle : --------- AGREED TO AND ACCEPTED this __ day of ______ , 2007. TETON PICEANCE, LLC By: __ ~---- Name: _______ _ T itle: --------- .. AGREED TO AND ACCEPTED this _ day of , 2007. BERRY PETROLEUM COMPANY By: --------- Name:-------- Title:--------- AGREED TO AND ACCEPTED -4-........ ...Jc:>::......_..____, 2007. AGREED TO AND ACCEPTED this __ day of ______ , 2007. PGR PARTNERS, LLC By: ________ _ Name: --------Tit 1 e: --------- AGREED TO AND ACCEPTED this _ day of , 2007. TETON PICEANCE, LLC By: ---------Name: --------Title: --------- AGREED T O AND ACCEPTED this _ day of , 2007. B ERRY PETROLEUM COMPANY By: ---------N ame: -------~ Title: --------- AGREED TO A ND ACCEPTED this __ day of , 2007. MARATHON OIL COMPANY By: ________ _ Name: --------Title: --------- AGREED TO AND ACCEPTED this_ day of , 2007. TETON PICEANCE, LLC By: ________ _ Name: -------~ Title: --------- AGREED TO AND ACCEPTED this _ day of , 2007. BERRY PETROLEUM COMPANY By: ________ _ Name: ~------~ Tille: ~-------- AGREED TO AND ACCEPTED this_ day of , 2007 . MARA THON OIL COMPANY B y : ________ _ Name: -------~ Title: --------- AGREED TO AND ACCEPTED this _ day of , 2007. PGR PARTNERS , LLC By : ---------Name: -------~ Title: --------- AGREED TO AND ACCEPTED this ~day of v-:~ , 2007 . TETON PICE ANC E, LLC ~~~~~ AGREED TO AND ACCEPTED t hi s~ day of i:-~a1Ntl'l'l-Y , 2007. WILLIAMS PRODUCTION RM T COM PANY;/'../ ~ By: ~~ Name:7 ~6'~vd Title: 0 ,A~~ f1~ /-f<r.t-<VHWJ) --~ I ~ -....., ·-..c ·-.r:. x w \ ;co.~• J ~~ ... '-;..,.. . .._t __ , ~Ctl "'°~ f I .-~,§-.- I I I I t I I I °'r~---+---~~ .. - I I : 1 ' j ·I' f · -----~----v--i----r-/_J __ ' , \. -----~----r----~-----...........__ I t 1r I I l_ -t-l -1--- ( I LATHAM +----4 j_ + ---1 ~\ ~!r---1~&- I I I , /I : I.ATH A¥ : I -----}-----+-: I ---~----- : I ~ . _____ ,_ r , / I ---------..: /,,/ I I ;z----_l__,-j_ \ OXY USA 'i-i , I r ~--, -'1 e-·- f / I t~, I I I I \ t I I \ I -1 1§-J_ --, \ '-.L .l . ~ / ,--- l lM.e._\ J SW 1/ I I NW 1/4 _,I._ -t-_,I,_ TOM I l I l J SW t/• --. 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"Oo.• c1 •'f -1t 31\' 1C• •0-1 •lo.• ~~. •\ '• .. ,.., • .,.w .•1 1t ""!~~·:.a:·>. • • n -::; ·--~1'-'vt:-- ·1· t ~ ~ ; ~1 ~ f ~ ~I ~ \\ " !.' I I I I I r...v .... \Of.-Yl°lt ""'h'"•"t•:: • ,. • }<;-~ . ·,,.;x ·· ~ I I I I I I I •· 1·11--·11 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I IT I I I 1 ·r I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ·r I I I 111 I I I I I I 11 BE RRY P ETROLE UM COM P AN Y 24' WIDE GARDEN GU LCH EXTENSI ON STA. 448+00 TO 5 1 0 +00 PLAN AND PROFILE WITH CENTERLI NE MET ES AND B OUNDS c;o!'.'6T"M::TION -~. INC. 000 ...,,..., .. DI.VO. al~T. CO 8 16i7 ~no-•i•-•i•> 0111.nto '"' o.u Ci<c>tCO I • Otl ~~$il()lot O•~ Ot/'Ol/O' I OA1"t 01/'lt/06 ~ I <( -...... ·-..c ·-.!::. x w ..... -., .. - """' ):<:~ .,, CHEVRON 13 -213 ACCES~ ROAD \\~ ....... --\' CRAPH!C SC-All !H ft(f \ '''"!><·-"" ..,, ,-.. ~··o• '":-r...--·~ • ··•f" "'"'"" • 'l°t"fU .. ..,,,,,, ..... ., ........ •-tt• ·~\·· .75 MJ.,_.," ~~ TO GA EN ~', GULC ~~OAD ~ \. . // ~ \ ,~'0 ,,_, .. ~· ·~ .... ,.,,.-'j \-:'>.(' / .<!' .. " " .. ~~,;~ / q,,:.~~.;;;rx'\ <"~~_,,~,.· / ••.. le... / \. "·.'<" \. ,. '\ ~ , •• -,., ..... ~ ~°':', .h.c: ·~'!.~ ;,, :'!"; ,·.:.·i· .... :~€ ::;;F, ....... "¥1'• -,.,.. .... h :~~ ... • ~--H ·~·,.r=~.. n~.. ,.. ... 1 .... -~"-:--..... • .1 • ;I. . '' !ilili i1 il1l ;11 ~i 11 ·.,, -~·1 • o<:··· ·I :• ~ ~! 11· :,-J ,,, 1·• ,;c, ~' 1 1 1 1 • 1r-~I - ' I I ' • I I -I ~ 0 •on ° '"' A 'ii" ' ~ ~LC:;::1gr'-J:'ll~r~ ~~un~~tt~n,minH'n~M,HMM+~:,~#M,,f~~~~,,tnn@:t*'~:~~~~~M", •llC\10oC0\.!1•00\.l)•IO\.•J•00\.• ... 00\.•'•00\.lfo0"\.1,..IO ~•·G0\.1'otllU)to.•'11•00W'7•00~00~00~·001)6,•DC~n-onn•OU1,..0l>)loo lfUHOOW .... oo\Uotc~·OO '-Xl•Ol~··w·oo-Wl•GC~CIO~.OS..l•Ol:Ml•OO)Q<Ot'4 ... BERRY PETROLE UM COMPANY 24' WIDE AC CESS ROAD STA . 5 10+00 TO 544+97.13 PLAN AND PROFILE WITH CENT ERLINE METES AND BOUND S ... L·:·c~3 ': .... T,.1 ~ ~· . ..,.Jt"+o TYPICA L CRO SS SECTION NON HILLSIDE ,._,, .. ""r-:t l!, E 3".,1. ~........ . '-Q l .... TYPICAL CROSS SECTIO N ' HILLSIDE ,.., .... CON6TRllC'TtCIN _,,...,.., INC. QQ'2 ll;.Nllli M Bl.YI:>. 611.T, CO 616i7 ~1~·&1•-~iu ~..r110 ar OM I Cl'l[()(io ,., w llC'-'$IOM D<'lC M/M/Ol 10.rc 07/'Z'/'Ct6 I o.c fll[-.'f'\0M01:1o1 C.11\C'I" cu Al.fl Exhibit B GRANTEE INSURANCE REQUIREMENT. Without in any way limiting GRANTEE's liability under this Agreement, GRANTEE shall maintain, during the term of this Agreement, the following insurance with companies and on terms satisfactory to GRANTOR: A. Worker's Compensation and Employers' Liabi lit y Insurance as prescribed by applicable law. The limit of liability for Employers' Liability In surance shall not be less than $1,000,000 per occurrence. B. Comprehensive or Commercial General Liability Insurance (Bodily Injury and Property Damage), including the following supplementary coverages: Contractual Liability to cover liability assumed by GRANTEE under this Agreement; Product and Completed Operations Liability Insurance ; Broad Form Property Damage Liability Insurance; and coverage for Explosion, Collap se and Underground Hazards. The limit of liability for s uch insurance shall not be le ss than $1,000,000 per occurrence. C. Automobile Bodily Injury and Property Damage Liability Insurance. Such insurance shall extend to owned, non-o wned and hired automobiles used in the performance of this Agreement. The limits of liability of such insurance shall not be less than $1 ,000,000 per person/ $1,000,000 per occurrence for bodily injury and $1,000,000 per occurrence for property damage. The insurance specified in this Section Seven shall contain a waiver of subrogation against GRANTOR, and shall name GRANTOR as an add itional insured with respect to the activities performed pursuant to this Agreement. In addition, said insurance shall include a requirement that the insurer provide GRANTOR with 30 -days' written notice prior to the effective date of any cancellation or material change of the insurance. PRIOR TO HAVING ANY RIGHT TO ACCESS THE LANDS SUBJECT HERETO OR EXERCISING ANY OF THE RIGHTS GRANTED IN THIS AGREEMENT, GRANTEE MUST FURNISH GRANTOR WITH COPIES OF THE INSURANCE POLICIES OR CERTIFICATES OF SAID INSURANCE PROVIDING THE COVERAGES AND ENDORSEMENTS REQUIRED HEREIN. All insurance policies or certificates of insurance provided to GRANTOR shall be in a form acceptable to GRANTOR, shall reference this Agreement's QLS number as found at the top of page one of this Agreement and shall be provided to GRANTOR prior to GRANTEE exercising any of the rights granted herein. --(.) -- +-' ·-.c ·-..c: x w \ C'.0..tlO..J J I -.--Jl3--.-, I I I I I I I ·'-~---+---~~-- ' I : ,. r ~· : , I I I I -----'-----~---- ' I I I ' I ----:-----r----:-----, ' I -t-I I I _.._ _.._ i-·-Br_ "--l f-t - ( I IATllAM -1-----4 --·~ ' l _f- I -,!r--1!&- I I ' !u~ -----L ~ I I -----I : ----"{----- ' I , I I -----L.-I I I ------I / : ,/-;z --- ~ -,-1 \ OXY USA 'f I , I ~ _,,e-:1 - 1 L, I I I I \ I I I -, -----L----1 I I I I __,_ BERRY, / SW I/ It I -+---,~ I NW I/• TOM I I I SW I/• --. I j_-4----+-- j , BLM Ii I I I I I -----:-----------!------ T6 S lR96W I : I I -----!-----~-----~----- : I : t I I I ____ _._ __________ L. ____ - I I ' ----~-----r : , :-fh..: T -1-, ~-----~-----' ' I + CR APHIC SCAlE .,. I'(( T 1_ .. ,_,., CENTERUNE METES AND BOUNDS OF PROPO SED BERRY PETROLEUM COMPANY 24' WID E GARDEN GULCH EXTENSION SITU ATE IN SECTION S 29, 30, 32 AND 33 TOWNSHIP 5 SOUTH, RANGE 96 WEST AND SECTIONS t, 11, 12, AND 13, TOWNS HIP 6 SOUTH , RANGE 97 lfEST, SIXTH PRINClPAL MERIDIAN, GARFI ELD COUNTY, COLORADO CCNtTllUCTION -........ INC. _,, llNlllM a vo. 611.T.CO _, ·~·•1•·•1» 04'.()(0)9Y'Clltl ~A0,,JE,,l)~(.·\S ,u, .. § I Operator Invoice -JIB Partner Operator Invoice 1072 PAYABLE TO : Op Accounting Month: Decembe r 2 013 BERRY PETROLEUM COMPANY Invoice Number: 5637 1999 Broadway CAERUS OPERATING LLC Invoice Date: 24-Jan-2014 Suite 3700 PO Box 912621 Invoice Amount: 93 ,152.12 USO Denver, CO 60202 Denver, CO 60291-262 1 Disputed Amount 0.00 (303) 565-4600 TIN : 27-1732349 Accepted Amount: 93,15 2.12 Cost Centre AFE Description Amount Cash Call Invoice 600032 6-13-003_2 Completion of the Water Draw Facilit ... 36,776.50 0.00 36,776.50 600032 Piceance Water Draw Facility 257.66 0.00 257.66 6067 Garden Gulch Road 17,857.02 0.00 17,857.02 6156 GARDEN GULCH EXTENSION ROAD 36,260.92 0.00 36,260.92 Report Total 93,152.12 0.00 93,152.12 ---··-------------------- Monday, January 27, 2014 www.iibllnk.com Page 1 of 1 Partner 1072 BERRY PETROLEUM COMPANY 1999 Broadway Suite 3700 Denver, CO 80202 O perator PAYABLE TO: CAERUS OPERATING LLC PO Box 912621 Denver, CO 80291-2621 (303) 565-4600 TIN: 27-1732349 AFE Cost Centre Operator 8-13-003_2 600032 Completion of the W ater Draw Facilit ... , Piceance Water Draw Facility OP Account Minor Account Description Capital WIP -Facilities 8230.402 WIP-Facility-Equip lnstallatio SOURCE OOC: 021000113 VEN: Brad~ E/scVlcal S.rvice OESC: H••I fracs '8pai' 8230.403 WI P-Facility-Construction Labo SOURCEOOC· fOC1J.15 VEN:AdVil/ICddOi/MldSBMct1s/nc OESC:lnslalJ.rlfonofWDF<rrWbadtllotJa/c 8230.404 SOURCE OOC: 5236015 VEN: W8 Supp/'/ Company OESC: Pats for WF 8230.404 SOURCE OOC: ffC 13-315 VEN: AdVancod Oillfakf Services Inc OESC: WOF 8230.404 SOURCEOOC: ttC1J.154 VEN:AdV~OillftJ/dServicos/nc OESC:FlfldnglntJa/Jalion 8230.405 WIP-Fac-ValvesPipes & Fitting WI P-Fac-ValvesPipes & Fitting WIP-Fac-ValvesPipes & Fitting WIP-Faciiity-Buildings SOURCE OOC: 10C13·2114 VEN: AdVancod OlllftJ/d Services Inc DESC: BuiH stairs and hant/ra// and bNm Undlf wa.tway. 8230.405 SOURCE OOC: P821066 VEN.· /Jin/JJ/r &rgine4fing & OESC: SllWy Irr WOF 8230.407 SOURCE OOC: 0210005# VEN: Brad~ E!sCOicsl Selvit:8 DESC: E!ecfrical S41Vicss al WOF 8230.408 SOURCEOOC:09CIJ.16 VEN:AdVil/ICddOl/fi6/dSBMct1s!nc OESC:H1111//Jlnks/0WOF 8230.408 SOURCE DOC: 09C1J.17 VEN.· AdVant:rld OillftJkf SBMct1s Inc DESC: 56/ INl//s al WOF 8230.408 SOURCE OOC: 303 VEN: Lon•b"<• En"'W & ASSIX:iafes DESC: conlrac/ IK'lt 8230.408 SOURCE OOC: 304 VEN.· LonelrH Enlfgy & AS$0Cia(gs DESC: 6-kf rrt!Bw Monday, January 27, 2014 WIP-Facility-Build ings WIP-Facility-Electrical WIP-Facility-Contract Labor WIP-Facility-Contract Labor WlP-Facility-Contract Labor WIP-Facility-Contract Labor www.llblink.com Invoice I nvoice Number: Op Accounting Month: Invoiced Amount: Disputed Amount: Accepted Amount: Partner Activity I Percent Month 33.33340000 Dec 13 33.33340000 Oct 13 33.33340000 Oct 13 33.33 340000 Nov 13 33.333400 00 Nov 13 33 .33340000 Oct 13 33.33340000 Oct 13 33.33340000 Nov 13 33.33340000 Sep 13 33.33340000 Sep 13 33.33340000 Oct 13 33.33340000 Nov 13 Total WIP -Facilities Statement 5637 December 2013 36,776.50 USD 0 .00 36,776 .50 - Amounts I Gross Partner 346.90 115.63 21 ,347.39 7,115.81 5,479.56 1,826.52 2,138 .83 7 12.94 450.05 150.02 1,155.00 385.00 9 ,389.50 3 ,129.84 65 ,618.17 21 ,872.77 598.50 199.50 2.475.90 825.30 636.50 2 12.17 693.00 231.00 110,329.30 36,776.60 Page 1 of7 I Invoice Number 563Y . ---Partner 1072 BERRY PETROLEUM COMPANY Operator CAERUS OPERATING LLC I AFE Cost Centre Monday, January 27, 201 4 Operator 8-13-003_2 600032 OP Account Completion of the Water Draw Facilit ... , Piceance Water Draw Facility Minor Account Descripti on www.jibllnk.com Partner Percent Activity Month Total Capital Total Statement I Amounts ----] Gross Partner 110,329.30 36,776.60 110,329.30 36,776.60 Page 2of7 Partner 1072 BERRY PETROLEUM COMPANY 1999 Broadway Suite 3700 Denver, CO 80202 AFE Cost Cantre Expense 818 Lease Operating Expense Operator 600032 OP Account 8000.112 SOURCE OOC: 392100842 VEN: Xcel En"IJY OESC: Elecbi<;ify 8000.1 12 SOURCE OOC: 396341149 VEN: Xcel En«gy OESC: EIBctic SfNVic• 8000.117 SOURCE OOC: K-85452 VEN: Know/BS En!Mpdsas LLC OESC: lranslrr Monday, January 27 , 2014 Operator PAYABLE TO : CAERU S OPERATING LLC PO Box 912621 Denver, CO 80291-2621 (303) 565-4600 TIN: 27-1732349 Piceance Water Draw Facility Minor Account Description Electricity Electricity T ransportaion/T rucking/Hauli ng www.llblink.com Invoice Invoice Number: Op Accounting Month: Invoiced Amount: Disputed Amount: Accepted Amount: Partner Activity Pe rcent Month 33.3334 0000 Nov 13 33.33340000 Dec 13 33.33340000 Oct 13 Total 818 Lease Operating Expense Total Expense Total Statement I Statement 5637 December 2013 257.68 USD 0 .00 257.68 Amounts I Gross Partner 229.02 76.34 398.15 132.72 145.88 48.62 773.05 257.68 773.05 257.68 773 .05 257.68 Page 3 of7 Partner 1072 BERRY PETROLEUM COMPANY 1999 Broadway Suite 3700 Denver, CO 80202 Operator Operator PAYABLE TO: CAERUS OPERATING LLC PO Box 912621 Denver. CO 80291-2621 (303) 565-4600 TIN: 27-1732349 AFE Cost Centre 8087 Garden Gulch Road OP Account Minor Account Description Expense 8/8 Lease Operating Ex pense 8000.106 Field Communications SOVRCEDOC:54140 VEN: r-wayCommunic4ffonslnc DESC:SMRDistpat<h-GGR 8000.106 Field Communications SOVRCE DOC: 54226 VEN: T""·Way CommlJllicalions Inc DESC: SMR Dislpaf<h -GGR 8000.106 Field Communications SOVRCE DOC: 54354 VEN: T-Way CommlJllica/ions Inc DESC: R1assign do to change in vNfabil did: In Nov-20 13 8000.106 SOVRCE DOC: 54439 VEN: r .... w.,. Commun/calions Inc DESC: SI.#? Dispafdl -GGR 8000.108 SOVRCE DOC: 131 l-G.1-34 VEN: Caaros Opsraling lLC DESC: Prrxfuc5on Foreman 8000.108 SOVRCE DOC: 1311-GJ-34 VEN: C""1Js Opera5ng lLC DESC: Prorluc/ion Foreman 8000.108 SOVRCE DOC: 1312-GJ-52 VEN: C-Us Oplra5ng LLC DESC: Prtxlucfion Foreman 8000.112 SOVRCE DOC: 38181#95 VEN: Xet1I Ensrgy DESC: Ellctidly 8000.112 SOVRCE DOC: 38181#95 VEN: Xet1I Ensrgy DESC: EllcVklly 8000.112 SOVRCEOOC: 112113 VEN:XCtJIEnetgy DESC:El8ctlclly 8000.112 SOVRCE DOC: 112113 VEN: XCtJI Ensrgy DESC: Eil<ticily 8000.127 SOVRCE DOC: P821065 VEN: Vin/ah EnginoMng & DESC: ,./ainirg wal 8000.127 SOVRCE DOC: 303 VEN: lonans Ensrgy & Associat.s DESC: GGR Monday, January 27, 2014 Field Communications Foreman/Supervisor Foreman/Supervisor Foreman/Supervisor Electricity Electricity Electricity Electricity Roads & Location Roads & Location www.liblink.com Invoice Invoice Number: Op Accounting Month: I nvoiced Amount: Disputed Amount: Accepted Amount: Partner Activity I Percent Month 10.82491700 Aug 13 12. 73982600 Sep 13 11.23291300 Nov 13 9.76941600 Dec13 11.25000000 Nov 13 11.23291300 Nov 13 9 .76941600 Dec 13 12.64930300 Aug 13 10.82491700 Aug 13 11 .25000000 Nov 13 11 .23291300 Nov 13 11 .7 1503800 Oct 13 11 .71503800 Oct13 Statement 5637 December 2013 17,857.02 U SO 0 .00 17 ,857.02 Amounts --1 Gross Partner 48.00 5.20 48.00 6.12 48.00 5.39 48.00 4.69 (1,663.48) (187.14) 1,663.48 186.86 2,141.20 209.18 (67.50) (8.54) 67.50 7.31 (134.12) (15.09) 134.12 15.07 10,895.50 1,276.41 3 ,404.98 398.89 Page 4 of 7 I Invoice Number 5637 Partner 1072 BERRY PETROLEUM COMPANY Operator CAERUS OPERATING LLC I Operator AFE Cost Centre 8087 Garden Gulch Road Partner Activity 1-Amounts I OP Account Minor Account Description Percent Month Gross Partner 8000.127 Roads & Location 11.23291300 Nov 13 4 ,079.20 4 58.21 SOURCE DOC: 33655 VEN: DR Gnllfn & AssoclalBs Inc DESC: sutWY WOlt 8000.127 Roads & Location 11 .23291300 Nov 13 3,574.48 4 01.52 SOURCE DOC: 304 VEN: Lonn.. EnlfYY & AssadalBs DEsc· conlracl 18/Jor 8000.127 Roads & Location 11.23291300 Nov 13 6,571.37 738.16 SOURCE OOC: CAR· 1501 VEN: MetcaK Excava5on Inc DESC: maint 8000.127 Roads & Location 11.23291300 Nov 13 111,566.78 12,532 .20 SOURCE DOC: CAR· 1508 VEN: MetcaK Excava5on Inc DESC: monlll/y malnlBnancs 8000.127 Roads & Location 1 1.23291 300 Nov 13 3 ,2 02.50 359.73 SOURCE DOC: P8219f1 VEN: Uintah Enginslfing & OESC: SllWY 8000.132 COPAS Admin Overhead 11.25000000 N ov 13 (1 5,000.00) (1,687 .50) SOURCE DOC: 1311-GJ-49 VEN: CHtus Opera5ng LLC DESC: Novsm/Mr Garr/en Gulc/J Rolld M<lnagomsn/ Fet1 8000.132 COPA S Admin Overhead 11.23 291300 Nov 13 15,000.00 1,684.94 SOURCEOOC: 1311-GJ.49 VEN:CawusOp1ralingLLC DESC:Novem/JtJrGardsnGult:lrRoadM<lnagM11SnlFH 8000.132 COPAS Admin Overhead 9.76941600 Dec 13 15,000.00 1,465.41 SOURCEDOC: 1312-GJ-132 VEN:C.JMJs()plratingllC DESC:D1cmnber 2013Managsm1H11FIB Total 8/8 Lease Operating Expense 160,628.01 17,857.02 Total Expense 160,628.01 17,857.02 Total Statement 160,628.01 17,8 57.02 Monday, January 27, 2014 www.j lblink.com Page 5 of7 Partner 1072 BERRY PETROLEUM COMPANY 1999 Broadway Suite 3700 Denver, CO 80202 AFE Cost Centre Expense 8/8 Lease Operating Expense Operator 8158 OP Account 8000.108 SOURCE OOC: f3f2-Gl-S2 VEN: Casnts Operaling UC OESC: Prrxfuclion F0'8man 8000.122 SOURCE OOC: f 1'-1645909 VEN: Uni/8d Sile Se!Yicos OESC: mllrJom rental 8000.127 SOURCE OOC: 16830 VEN: Moody Consfrvclion II Sons DESC: fPKJing W1t/er fnlclts 8000.127 SOURCE DOC: f685J VEN: Moody Constvc/ion II Sons DESC: h stal bfrm S8d tap 8000.127 SOURCE OOC.· f68Sf VEN: Moody ConslnJclion & Sons DESC: rolld main/ 8000.127 SOURCE DOC: 16852 VEN: Moody Consfnlclion II SOns OESC: storm wal8r main! 8000.127 SOURCE DOC: 1'253 VEN: &fry Pstroleum Compsny OESC: JIB r:udH 8000.127 SOURCE DOC: 30J VEN: LDnltH Energy II Assoclll., OESC: Ext Road 8000.127 SOURCE OOC: 1685' VEN: Moody Conslnlclion II Sons OESC: tlin/8f rolld main/ 8000.127 SOURCE ooc· 16855 VEN: Moody Conslnlcb'on II Sons OESC: win/8r main/ 8000.127 Operator PAYABLE TO: CAERUS OPERATING LLC PO Box 912621 Denver, CO 80291-2621 (303) 565-4600 TIN: 27-1732349 GARDEN GULCH EXTENSION ROAD Minor Account Description Foreman/Supervisor Rentals Roads & Location Roads & Location Roads & Location Roads & Location Roads & Location Roads & Location Roads & Location Roads & Location Roads & Location SOURCE DOC: 16856 VEN: Moody Constvc/ion II Sons OESC: winier road main1Bnanc8 8000.127 Roads & Location SOURCE DOC: 16851 VEN: Moody ConslJvcthn II Sons OESC: tlinlflr road main/ 8000.127 Roads & Location SOURCE DOC: 16926 VEN: Moody Consfnlclion II Sons OESC: ltfnl8r road main/ Monday, January 27, 2014 www.iiblink.com Invoice Invoice Number: Op Accounting Month: I nvoiced Amount: Disputed Amount: Accepted Amount: Partner Activity I Percent Month 21 .28117700 Dec 13 21.28117700 Nov 13 21 .28117700 Aug 13 21 .28117700 Oct 13 21.28117700 Oct 13 21 .28117700 Oct 13 21 .28117700 Oct 13 21 .28117700 Oct 13 21.28117700 Nov 13 21 .28117700 Nov 13 21 .28117700 Nov 13 21.28117700 Nov 13 21.28117700 Nov 13 Statement 5637 December 2013 38,260.92 USO 0 .00 38,260.92 Amounts ---1 Gross Partner 2 ,141.19 455.67 181.21 38.56 10,597.50 2,255.27 858.00 182.59 10,295.00 2,190.90 5,428.50 1,155.25 (311.06) (66.20) 2,212.16 47 0.77 16,570.00 3,526 .29 18,105.00 3,852.96 10,285.00 2,188.77 17,560.50 3,737.08 16,462.00 3 ,50 3.31 Page 6 o f 7 I Invoice Number 5637 Partner 1072 BERRY PETROLEUM COMPANY ·----Ope rator CAERUS OPERATING LLC I Operator AFE Cost Centre 8158 OP Account 8000.127 SOURCE OOC: 14666 VEN: &try Petroleum Company OESC: Jib 8000.127 SOURCE OOC: 3IH VEN: L0118/fH Enorgy & Associatos OESC· COfllnct labor 8000.127 SOURCE OOC: 16720 VEN: Moody Construclion & Sons OESC: '.ffn/er main/ 8000.127 SOURCE Ooc· 16658 VEN: Moody Construction & Sons OESC: win/or toad main/ 8000.127 SOURCEOOC: 16931J VEN:MoodyConstudion&Sons OESC:wintrlttoadmainl 8000.127 GARDEN GULCH EXTENSION ROAD Minor Account Description Roads & location Roads & Location Roads & Location Roads & Location Roads & location Roads & Location SOURCE OOC: 201J-216 VEN: Rodi Solid SoMions OESC· stormwatargeolacllnica//ssw,.. Mgin .. ring-WC.s 8000.131 Environmental Health & Safety SOURCE OOC: 200531 VEN: Olsson Associates Inc OESC: IWlt was perfonnM by an env. consuilMI for uprla5ng a portion of Ille Piceance storm watar pmvontion plan. 8000.150 SOURCE OOC: 201503 VEN: Olsson Associates Inc OESC: insplCtionS Monday, January 27, 2014 Storm Water www.iiblink.com Partner Activity I Amounts I Percent Month Gross Partner 21.28117700 N ov 13 170.62 36.31 21.28117700 Nov 13 2.439.63 519.18 21 .28117700 Dec 13 21 ,230.00 4 ,517.99 21 .28 117700 Dec 13 20,057.50 4 ,268.47 21.28117700 Dec 13 18,297.50 3,893 .92 21.28117700 Dec 13 3,221.50 685.57 21.28117700 Nov 13 2,967.32 631.48 21.28117700 Nov 13 1,0 18.64 2 16.78 Total 8/8 Lease Operating Expense 179,787.71 38,260.92 Total Expense 179,787.71 38 ,2 60.92 Total Statement 179,787 .71 38 ,260 .92 Pag e 7 of 7 ~AOll JE\,l>IDJ(,.\S ITIJll § I Operator Invoice • JIB Partner Operator Invoice 1072 PAYAB LE TO: Op Accounting Month: January 2014 BERRY PETR OLEUM COMPANY Invoice Number: 5802 1999 Broadway CAERUS OPERATING LLC Invoice Date: 18-Feb-2014 Suite 3700 PO Box 912621 Invoice Amount: 33,739.08 USO Denver, CO 80202 Denver. CO 80291-2621 Disputed Amount: 0.00 (303) 565-4600 TIN: 27-1732349 Accepted Amount: 33 ,739.08 Cost Centre AFE Description Amount Cash Call Invoice 600032 Piceance Water Draw Facility 310.25 0.00 3 10.25 8087 Garden Gulch Road 14,040.93 0.00 14,040.93 8158 GARDEN GULCH EXTENSION ROAD 19,387.90 0.00 19,387.90 Report Total 33,739 .08 0.00 33,739.08 Wednesday , February 26 . 2014 www.jiblink.com Page 1of1 Partner 1072 BERRY PETROLEUM COMPANY 1999 Broadway Suite 3700 Denver, CO 80202 AFE Cost Centre Expense 818 Lease Operating Expense Operator 600032 OP Account 8000.112 SOURCE OOC: 396341283 VEN: Xe.I &ISfVY OESC: Blctic bil 8000.115 Operator PAYABLE TO : CAERU S O PERATIN G LLC PO Box 912621 Denver, CO 80291-2621 (303) 565-4600 TIN : 27-1732349 Piceance Water Draw Facility Minor Account Description Electricity Repai r & Maintenance SOURCE OOC: OfCf4-f72 VEN: Advancod Oilfi•ld StlfVicts Inc DESC: WOF main/Bnanc. Wednesday , February 26 , 2014 www.jiblink.com Invoice Invoice Number: Op Accounting Month: Invoiced Amount: Disputed Amount: Accepted A mount: Partner Activity Percent Month 33 .33340000 Jan 14 33.33340000 Jan 14 Total 818 Lease Operating Expense Total Expense Total Statement I Statement 5802 January 20 14 310.25 USO 0 .00 310 .25 Amounts I Gross Partner 130.66 43.55 800.10 266.70 930.76 310.26 930.76 310.25 930.76 310.26 Page 1of4 Partner 1072 BERRY PETROLEUM COMPANY 1999 Broadway Suite 3700 Denver, CO 80202 AFE Operator Operator PAYABLE TO: CAERUS OPERATING LLC PO Box 912621 Denver, CO 80291-2621 (303) 565-4600 TIN: 27-1732349 Cost Centre 8087 Ga rden Gulch Road OP Account Expense 8/8 Lease Operating Expense 8000.106 SOIJRCE OOC: 54527 VEN: T11<>-Way Communicalions Inc OESC: Olsp•lch 8000.108 SOURCE OOC: 1401-GJ-54 VEN: ca.us (}pM"afing UC OESC: PlrxJuclion Fort1111an 8000.112 SOIJRCE OOC: J96Ul283 VEN: Xcel EnlfYY OESC: Elecnc biH 8000.127 SOURCEOOC:010314 VEN:Mstca¥Excavalion/nc OESC:toadmainl 8000.127 SOURCE OOC: 010314-1 VEN: MslI:al Excav8fion Inc OESC: additional mllinflnance 8000.127 SOIJRCE OOC; 305 VEN: Lone/1"88 Ensrgy & ASSO<:/al•s OESC: Field Ravl•W 8000.127 SOURCE OOC: CAR-1560 VEN.· Msl&a¥ &cavalion Inc OESC: mllinltn1111Ct1 8000.127 SOIJRCE OOC: CMJ103 f4 VEN.· Ms/calf &cavalion Inc OESC: Oupllcata 8000.127 SOIJRCE OOC: CMJ10314-1 VEN.· MslI:d E.rcavalion Inc OESC: Ouplcale 8000.127 SOIJRCE ooc· P8ZZ980 VEN.· /Jin/ah EngiMBring & DESC: $tKYOf for GG wal 8000.127 SOVRCE OOC: CAR· 1559 VEN.· Ms/calf &cava5on Inc OESC: plowing unding of roads 8000.132 SOIJRCE OOC: 1401.(JJ.4() VEN.· Ca.us Opsrating UC OESC: MlnllgffNlll FH • Ja>..2014 Wedn esday, February 26, 2014 Minor Account Description Field Communicat ions Foreman/Supervisor Electricity Roads & Location Roads & Location Roads & Location Roads & Location R oads & Location Roads & Location Roads & Location Roads & Location COPAS A dmin Overhead www.liblink.com Invoice Invoice Number: Op Accounting Month: Invoiced Amount: Disputed Amount: Accepted Amount: Partner Activity I Percent Month 12.20249500 Ja n 14 12.20249500 Ja n 14 12.20249500 Jan 14 9.76941600 Dec 13 9.76941600 Dec 13 9.76941600 D ec13 9.76941600 Dec 13 9.76941600 Dec 13 9.76 941600 Dec 13 9.76941600 Dec 13 12.20249500 Jan 14 12 .20249500 Jan 14 Total 8/8 Lease Operating Expense Statement 5802 January 2014 14,040.93 USD 0 .00 14,040.93 Amounts I Gross Partner 4 8.00 5.86 1,7 11 .61 208.86 343 .63 41 .93 1 11,566.78 10,899.42 4 ,7 34.57 462.54 3,348.48 327.13 11 1,566.78 10,899.42 (1 11 ,566.78) (10,899.42) (4 ,734.57) (462.54) 1,531.50 149.62 4 ,734.57 577.74 15,000.00 1,830.37 138,284.57 14,040.93 Page 2 of4 [ lnvoi~ Number 5802 Partner 1072 BERRY PETROLEUM COM PAN Y Operator CAERUS OPERATING LLC =1 Operator AFE Cost Centre 8087 Garden Gulch Road OP Account Minor Account Description Wednesday, February 26, 2014 www.!lblink.corn Partner Percent Activity Month Total Expense Total Statement j Amounts ·==i Gross Partner 138,284.57 14,040.93 138,284.67 14,040.93 Page 3 of 4 Partner 1072 BERRY PETROLEUM COMPANY 1999 Broadway Suite 3700 Denver, CO 80202 AFE Cost Centre Expense 8/8 Lease Operating Expense Operator 8158 OP Account 8000.108 SOURCE OOC: U01-G.l-M VEN: CIWllS Opsraling UC OESC: PrrxJuclion Foreman 8000.122 SOURCEOOC: 114-1524759 VEN:Unil•dSHsSBf'lfr:4s OESC. Toil6tforXtd 8000.122 SOURCEOOC: 114-1701340 VEN:UnitedSileSer¥ictJs OESC: Toil61forXttl 8000.122 SOURCEOOC: 114-1761783 'IEN:Uni/BdSi/BSBrvic8s OESC: TDilltforXttl 8000.127 SOURCE OOC: 16859 VEN: Moody Cons/nJclion & Son• OESC: win/Ir road maint 8000.127 SOURCE OOC: 305 VEN: Lonetrea Energy & A$$0C/al•& OESC: fisld Rsvisw 8000.127 SOURCE OOC: 16860 'IEN: Moody Constuclion & Sons OESC: win/., road ma/nl 8000.127 SOURCEOOC: 16861 'IEN:MoodyConstvdion&Sons OESC:winflrroadmainl 8000.127 SOURCE OOC: 16862 'IEN: Moody Conslnlclion & Sons OESC: win/or road main/ 8000.150 SOURCE OOC: 203404 VEN: Olsson AssoclalBs Inc OESC: Slormwaflr lnspsclions Wednesday, February 26, 2014 Operator PAYABLE TO : CAERUS OPERATING LLC PO Box 912621 Denver, CO 80291-2621 (303) 565-4600 TIN : 27-1732349 GARDEN GULCH EXTENSION ROAD Minor Account Description Foreman/Supervisor Rentals Rentals Rentals Roads & Location Roads & Location Roads & Location Roads & Location Roads & Location Storm Water www.j iblink.com Invoice Invoice Number: Op Accounting Month: Invoiced Amount: Disputed Amount: Accepted Amount: Partner Activity I Percent Month 21.28117700 Jan 14 21.28117700 Sep 13 21.28117700 Dec 13 21 .28117700 Jan 14 21 .28117700 Dec 13 21.2811 7700 Dec 13 21.28117700 Jan 14 21.28117700 Jan 14 21 .28117700 Jan 14 21.28117700 Dec 13 Total 8/8 Lease Operating Expense Total Expense Total Statement Statement 5802 January 2014 19,387.90 USD 0.00 19,387.90 Amounts I Gross Partner 1,711.SO 364.25 266.15 56.64 181 .21 38.56 181 .21 38.56 22,743.50 4 ,840.08 2,663.57 566.84 19,390.00 4 ,126.42 20,867.50 4 ,440.85 22,200.00 4 ,724.42 898.82 191 .28 91 ,1 03.56 19,387.90 91 ,103.56 19,387.90 91,103.56 19,387.90 Page 4 of 4 ~Allll I8~ ... ()~(.AS lllJI, § I Operator Invoice -JIB Partner Operator Invoice 1072 PAYABLE TO : Op Accounting Month: February 2014 BERRY PETROLEUM COMPANY Invoice Number: 596 1 1999 Broadway CAERUS OPERATING LLC Invoice Date: 24-Mar-2014 Suite 3700 PO Box 912621 Invoice Amount: 57,136.00 USO Denver, CO 80202 Denver, CO 80291-2621 Disputed Amount: 0.00 (303) 565-4600 TIN: 27-1732349 Accepted Amount: 57,136 .00 Cost Centre AFE Description Amount Cash Call Invoice 600032 8-13-003_2 Completion of the Water Draw Facilit ... 10,755.02 0.00 10,755.02 600032 Piceance Water Draw Facility 343.36 0.00 343.36 8087 Garden Gulch Road 17,557.81 0.00 17,557 .81 8158 GARDEN GULCH EXTENSION ROAD 28,479.81 0.00 28,479.81 Report Total 57 ,1 36.00 0.00 67 ,136 .00 ·--·---- Monday, March 31, 2014 www.jiblink.com Page 1 of1 Partner 1072 BERRY PETROLEUM COMPANY 1999 Broadway Suite 3700 Denver, CO 80202 AFE Cost Centre Capital WIP -Facilities Operator 8-13-003_2 600032 OP Account 8230.404 SOURCE OOC: 4185 VEN.· Apne Meclulnicdl/nsu/ator< OESC: Tank /nsula/ion WOF Monday, March 31, 2014 Operator PAYABLE TO : CAERUS OPERATING LLC PO Box 912621 Denver, CO 80291 -2621 (303) 565-4600 TIN : 27-1732349 Completion of the Water Draw Facil it ... , Piceance Water Draw Facility Minor Account Description WIP-Fac-ValvesP ipes & Fitting www.jiblink.com Invoice Invoice Number: Op Accou nting Month: Invoiced Amount: Disputed Amount: Accepted A mount: Partner Activity Percent Month 33.33340000 Dec13 Total WIP -Facilities Total Capital Total Statement I Statement 5961 February 2014 10,755.02 USD 0 .00 10 ,755.02 Amounts I Gross Partner 32 ,265.00 10,755.02 32 ,265.00 10,755.0 2 32,265.00 10,755.02 32,265.00 10,756.02 Page 1of4 Partner 1072 BERRY PETROLEUM COMPANY 1999 Broadway Suite 3700 Denver, CO 80202 AFE Cost Centre Expense 8/8 Lease Operating Expense Operator 600032 OP Account 8000.112 SOURCEOOC:400f46458 VEN:Xce/Ensrgy OESC:Ellctic 8000.115 Operator PAYABLE TO: CAERUS OPERATING LLC PO Box 912621 Denver, CO 80291-2621 (303) 565-4600 TIN: 27-1732349 Piceance Water Draw Facility Minor Account Description Electricity Repair & Maintenance SOVRCE OOC: OICl4-2S9 VEN: Advancsd OiMeld SIJfYicos Inc OESC: Mainlenancs at WDF 8000.122 SOVRCE OOC: 40421 VEN: Wsslem Colorado Washo SlfVice DESC: Toi/els a/ SWO 8000.1 31 SOURCEOOC: 108236 VEN:Batt/BmtlntMesa Tnw Va.t.w DESC:Signs Monday, March 31 , 2014 Rentals Environmental Health & Safety www.i iblink.com Invoice Invoice Number: Op Accounting Month: I nvoiced Amount: Disputed Amount: Accepted Amount: Partner Activity I Percent Month 33.33340000 Feb 14 33.33340000 Jan 14 33.33340000 Jan 14 33.33340000 Jan 14 Total 8/8 Lease Operating Expense Total Expense Total Statement Statement 5961 February 2014 343.36 US O 0 .00 343 .36 Amounts I Gross Partner 112.61 37.54 400.05 133.35 500 .00 166.67 17.39 5 .80 1,030.05 343.36 1,030.05 343.36 1,030.05 343.36 Page 2 of 4 Partner 1072 BERRY PETROLEUM COMPANY 1999 Broadway Suite 3700 Denver, CO 80202 AFE Cost Centre Expense 818 Lease Operating Expense Operator 8087 OP Account 8000.108 SOURCE OOC: 14Q2-GJ.19 VEN: Cawus Op6ra5ng UC DESC: Produclfon FOfOITlan 8000.112 SOURCE OOC: 400146'58 VEN: Xcal Energy OESC: El.cbfc 8000.127 SOURCE DOC: 3Q6 VEN: Lon•tss Ensrgy & Asso&ial•s OESC: Tflfl)' Tracy 8000.127 Operator PAYABLE TO: CAERUS OPERATING LLC PO Box 912621 Denver, CO 80291-2621 (303) 565-4600 TIN: 27-1732349 Garden Gulch Road Minor Account Description ForemanfSupervisor Electricity Roads & Location Roads & Location SOURCE OOC: CAR· f 631 VEN: MB teal Exc.wafj(J(l /nc DESC: sanding o/ fl)ads haulng of ma/rrfd/ road bast1 -* n•, II» waf 8000.127 Roads & Location SOURCE DOC: CAR-1632 VEN: Md/Calf ExC8Y15Dn Inc DESC: "'ad maln/enanca 8000.132 COPAS Admin Overhead SOURCE OOC: 14Q2-GJ.J3 VEN: C..,,,s Opera5ng UC DESC: Manag•msnl FH • Fef>.20f4 Monday, March 31 , 2014 www.jiblink.com Invoice Invoice Number. Op Accounting Month: I nvoiced Amount: Disputed Amount: Accepted A mount: Partner Activity I Percent Month 1 1.98860300 Feb 14 12.20249500 Feb 14 12.20249500 Jan 14 12.20249500 Jan 14 12.20249500 Jan 14 11.98860300 Feb 14 Total 8/8 Lease Operating Expense Total Expense Total Statement Statement 5961 February 2014 17,557.81 USD 0 .00 17 ,557 .81 Amounts I Gross Partner 1,711 .61 205.20 368.72 44.99 3,588.64 4 37.90 11 ,944.30 1,457.50 111 ,566.78 13,6 13.93 15,000.00 1,798.29 144,180.05 17,557.81 144,180.05 17,557.81 144,180.05 17,557.81 Page 3 of 4 Partner 1072 BERRY PETROLEUM COMPANY 1999 Broadway Su~e 3700 Denver, CO 60202 AFE Operator Operator PAYABLE TO: CAERUS OPERATING LLC PO Box 912621 Denver, CO 60291-2621 (303) 565-4600 TIN: 27-1732349 Cost Centre 6156 GARDEN GULCH EXTENSION ROAD OP Account Minor Account Description Expense 6/6 Lease Operating Expense 6000.106 Foreman/Supervisor SOURCE OOC: 1402-G.J-19 VEN: C/1Bfl/S OpBradng LLC OESC: Froduc/ion Foreman 6000.127 Roads & Location SOURCE OOC: 18863 VEN: ~Constvefion 8 Sons OESC: ltfnllfAnelroadmaint 6000.127 Roads & Location SOURCE OOC: 16884 VEN:~ Constvc5on 8 Sons OESC: 'Mntar road main! 6000.127 Roads & Location SOURCEOOC:306 VEN:l0!1flte8Ent1tgy8A$$0C/alss OESC: TenyTflC)' 6000.127 Roads & Location SOURCE OOC: 16935 VEN: Moody Constvefion 8 Sons OESC: 'Mnlsr road maint 8000.127 Roads & Location SOURCE OOC· 16865 VEN: Moody ConshicUon 8 Sons OESC: winflr road main! 6000.127 Roads & Location SOURCE OOC: 18866 VEN: ~Constu<licn 8 Sons OESC: roadmalnt 8000.131 Environmental Health & Safety SOURCE OOC: 205349 VEN: 0/5$0/1 Assoc/ms Inc OESC: SW lnspeclfons for GGK road Monday, March 31, 2014 www.iiblink.com Invoice Invoice Number: Op Accounting Month: Invoiced Amount: Disputed Amount: Accepted Amount: Partner Activity Percent Month 21.26117700 Feb 14 21.2611 7700 Jan 14 21.26117700 Jan 14 21.26117700 Jan 14 21 .26117700 Feb 14 21 .26117700 Feb 14 21 .26117700 Fe b 14 21.26117700 Feb 14 Total 8/8 Lease Operating Expense Total Expense Total Statement I Statement 5961 February 2014 26,4 79.61 USD 0 .00 26,479.61 Amounts I G ross Partner 1,711.60 364.25 26,456.00 6 ,056.20 22,523.00 4.793.16 1,845.77 392.60 24,990.00 5,316.1 7 26,427.00 5,623.96 26,903.50 5,725.36 967.36 205.67 133,826.25 28,479.81 133,826.25 28,479.81 133,826.25 28,479.81 Page 4 of 4 Article 7-202.C.3 Noxious Weed Management Plan Berry Petroleum Company, LLC House Log Gulch Tank Farm OA Project No. 013-2977 760 Horizon Drive, Suite 102 TEL 970.263.7800 Grand Junction, CO 81506 FAX 970.263.7456 www.olssonassociates.com BERRY PETROLEUM COMPANY, LLC HOUSE LOG GULCH TANK FARM NOXIOUS WEED PLAN Section 7-202.C.3 Noxious Weed Management Plan 6.5 Weed Control The Colorado Noxious Weed Management Act (Colorado Department of Agriculture-1996) and the Garfield County Weed Management Plan (Garfield County Vegetation Management-2000) provide for control of noxious weeds on all unincorporated lands within the county. Berry will comply with state and county policies. There are 21 noxious weeds listed in the county list and 68 plants on the state list. Post Revegetation Weed Inspections A third party reclamation/revegetation specialist will conduct a reclamation and revegetation success inspection annually, after green up of vegetation. If during these inspections it is determined that the noxious weed species presence and densities represent a threat to the revegetated areas or surrounding lands, mechanical or chemical control measures will be employed. Weed Control Implementation During the first growing season of native grasses, forbs, and shrubs, use of chemical herbicides will not be feasible. Until newly reseeded species reach a height of 3-6 inches they are susceptible to damage from herbicides. Therefore, mechanical weed control is proposed for the first growing season if re-seeded species are not determined to be mature enough to withstand herbicide spray. Brush Hog mowers, weedeaters, and/or hand pulling of weeds will be employed as mechanical control devices. During subsequent years, herbicide applications will be utilized when weed densities are determined to pose a threat to revegetation success or spread to surrounding lands. The county weed management specialist will be consulted to determine what chemical herbicides will be the most beneficial for controlling noxious weeds. It is anticipated that an aggressive revegetation and weed management program will result in weed control only needing to be performed during the first three years after re-seeding efforts. A self-sustaining native species cover is the best mechanism for discouraging weed growth and spread to surrounding land areas. Berry Petroleum Company, LLC House Log Gulch Tank Farm Noxious Weed Management Plan Page 2 THIS PAGE LEFT BLANK FOR TWO-SIDED DUPLICATION. Operating Plan Berry Petroleum Company, LLC House Log Gulch Tank Farm OA Project No. 013-2977 1 of 4 1.0 SCOPE  Pumping water from House Log Tank Farm to facilities (map and pipeline maps attached, 7.0 and 8.0) within all company water infrastructure/facilities.  Pumping water to House Log Tank Farm from all (map and pipeline maps attached, 7.0 and 8.0) company infrastructure/facilities  Water impoundment will be operating under Garfield County’s Land use Change Permit for Materials Handling – Permit # to be updated after issuance of permit. 2.0 REQUIREMENTS  Employees and contractors shall be trained and qualified in the safe operations of tank storage/transfer systems, water impoundment procedures, PLC systems, tanks monitoring systems, high pressure water pumps and sub/surface lines. All supervisors will have a minimum of 3 years training in pertinent SOP/ERP and waste water management 3.0 APPLICABLE DOCUMENTS  Site ERP/SOP  Berry Petroleum Company Safety Handbook  JSA and all Applicable Documents on all job actions  Material Safety Data Sheet (MSDS)  Site P&ID drawings  Field water site facility and pipeline maps 4.0 MATERIALS AND EQUIPMENT  130,000 Bbl tank storage system  Field transfer pump system  Field inlet piping system  Caterpillar 3412 480 volt natural gas generator  PLC system  Inlet Gun Barrel system/filtration  ERP response trailer 5.0 SAFETY AND ENVIRONMENT  The operator will be familiar with and utilize the appropriate Personal Protective Equipment (PPE) related to the tasks being performed. It will be noted that PPE must be worn at all times. If you have questions regarding safety or PPE consult supervision. PPE includes:  Hard Hat ANSI Z 89.1  Safety Glasses ANSI Z 87.1  Steel Toed Boots ANSI Z 41.1 PROCEDURES SOP HOUSE LOG TANK FARM PUMPING/RECEIVING FROM FIELD OPERATIONS 2 of 4  Fire Retardant Clothing (FRC)  Gloves  Personal H2S gas monitor  Additional PPE Equipment as identified in MSDS or in this procedure NOTE: Stop Work Authority: Any employee who feels that the condition or situation of the work environment is unsafe or the normal operating conditions have changed, has the authority to Stop Work. Work stoppage: contact supervisor concerning unsafe conditions and await further instructions.  Facility will be monitored with tank(s) fluid level monitor(s), and/or leak detection device within area collection sump pump(s), tracking all fluctuation of the fluid levels. Level monitors will be interfaced with existing automation alarm system in the event of unstable fluid levels. All level data will be logged and kept on the automation system.  In the event of fluids release adherence to current ERP (attached) is mandatory. Landowner must be notified of all spills.  Facility will be fenced and gated with approved wildlife fence for security.  On a regular basis facility will be visually inspected by Berry employee. Visual Data gathered will be logged weekly.  Facility Stormwater plan on page 5 to be included in Berry Petroleum Company SWMP and inspection schedule.  Proposed Reclamation plan on page 6. 6.0 PROCEDURE: Water TO facility from field site.  Inform water supervisor of intention to pump with information as to what time and from where and expected duration and quantity.  Procedures after authorization is given from water supervisor,  Personnel, minimum of two will include supervisor with 3 years training in SOP, waste water management, will walk entire surface systems inspecting all fittings and valves to ensure all are in good working condition in proper alignment for water receipt at tank facility  Verification will be transmitted to all parties involved with job that pumping operations can commence  All valves will be locked in proper alignment before and after job.  After pumping operations commence from production pad, verification that water to tank facility has been established will be reported back to pumping crew on production pad. 3 of 4  All volumes will be cross checked after completion of the job to insure all water was pumped to destination.  Records of all jobs including date, location, time and quantity will be kept and reported to proper personnel. 6.1 PROCEDURE: Water FROM tank facility to field site.  Inform water supervisor of intention to pump with information as to what time and from where and expected duration and quantity.  Procedures after authorization is given from water supervisor,  Personnel, minimum of two will include supervisor with 3 years training in SOP, waste water management, will walk entire surface systems inspecting all fittings and valves to ensure all are in good working condition in proper alignment for pumping to field site  Verification will be transmitted to all parties involved with job that pumping operations can commence  Pump system will be put on line and onsite flow volumes will be confirmed and field site will be notified  All valves will be locked in proper alignment before and after job.  After pumping operations commence from tank facility, verification that water to field site has been established will be reported back to pumping crew on tank facility including inflow volumes.  All volumes will be cross checked after completion of the job to insure all water was pumped to destination.  Records of all jobs including date, location, time and quantity will be kept and reported to proper personnel. <<END OF PROCEDURE>> 8.0 Area Map: 9.0 Area Pipeline System: NOTE Document all actions on daily JSA 4 of 4 10.0 Proposed site 11.0 Proposed Reclamation Plan Other Permits Berry Petroleum Company, LLC House Log Gulch Tank Farm OA Project No. 013-2977 , .. : -·.:. .·.·. 1111 Ml'.1. l'~,11iV,\Ml\ IW~ ~'' ~filill,~l~t~rt1V l!T~ ~11111111 Reception": 796962 01/07/2011 03;43:47 PM Jean Alberico 1 of 3 Rec Fee:$0.00 Ooo Fee:0.00 GARFIELD COUNTY CO LAND USE CHANGE PERMIT for MARATHON OIL COMP ANY AND BERR.Y PETROLEUM COMP ANY WAREHOUSE FACILITY/STAGING AREA Located in the SE 14 SE.14 of Section 32, T5S, R96W in the 61h P.M in Garfield County, Colorado Parcel Number: 2135-321-00-009 In accordance with and pursuant to the Garfield County Unified Land Use Resolution of 2008, as amended, and Resolution 2008-01, the Director of the Building and Planning Department hereby authorizes a non-substantial modification, by Administrative Review, the following activity: TO ADJUST THE SITE BOUNDARY OF THE PERMITTED SITE. This Administrative Land Use Change Permit is issued subject to the conditions set forth in Exhibit A and revised Site Plan (Exhibit B) attached hereto, shall be valid only during compliance with such conditions and other applicable provisions of the Garfield County Unified Land Use Resolution of 2008, as amended, Building Code, and other regulations of the Board of County Commissioners of Garfield County, Colorado. BUILDING AND PLANNING DEPARTMENT, GARFIELD COUNTY, COLORADO Date~ ' ' .,, ·.• . . , .. '. ·-''. 1111 ~r.i.1'1i1~,1M1J rrll' lr!il 1r1~·111·~1~1~1W,~ w,,~ ~,~ 11111 Receptlontt: 796962 01/07/2011 03:43:47 PM Jean Alberico 2 of 3 Reo Fee:$0.08 Doo Fee:©.00 GARFIELD COUrJTY CO EXHIBIT A Conditions of Approval 1) 2) 3) 4) 5) 6) 7) 8) That all representations of the Applicant, either within the application or stated at the hearing before the Board of County Commissioners, shall be considered conditions of approval unless explicitly altered by the Board; The Applicant shall provide Garfield County with a revegetation security in the amount of $48,000; Volume and Sound generated shall comply with the standards set forth in the Colorado Revised Statute at all times; The Applicant shall comply with all performance standards identified in §5.03.08 of the Garfield County Zoning Resolution as amended; The Applicant shall construct a paved driveway access apron prior to the issuance of the Conditional Use Permit; All improvements shall comply with Garfield County Zoning Resolution of 1978, as amended; The Applicant shall implement erosion control and stormwater management facilities before large scale site disturbance begins to prevent the transfer of sediment off-site; All lighting associated with the proposed use shall be directed downward and away from adjacent properties; 9) All vehicles shall comply with Garfield County oversize/overweight requirements; 10) As represented in the application un-surfaced areas shall be treated to control dust emissions; 11) The Applicant shall remove all un-friendly wildlife fencing; 12) All food waste shall be stored in bear proof containers and disposed of appropriately; and, 13) The access road leading to this facility shall be maintained and cleared of snow for accessibility year round to allow for maintenance of the portable toilets. -~, EXHIBIT B .A· ·pie.ce::_cr:;:·parcal~"·of'1and 1.or.:: ttt~,.purp,t;JSe·. 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'Sli&T·1-. ¢F''1 1111 ~~·. ni1W,\~I~ IWil II.IA ~f.filt1r.~:~r: ~.m·~ 11111111 Reception#: 7.96962 01/07/2011 03:43:47 PM Jean Alberico 3 of 3 Rec F~e:$0.00 Doc Fee:~,00 GRRFIELD COUNTY CO State of Colorado ~ Oil and Gas Conservation Commission ~ 1120 Lincoln Street, Suite 801, O!!!!.._v_er~_olofll_~ __ !D~~-_l~0-~1_894:21 Q~~illP3! 894-2109 GAS CENTRALIZED E&P WASTE MANAGEMENT FACILITY PERMIT Submit this Form and accompanying documents for each facility per Rule 908. Financial) Assurance in the amount of $50,000 is required to operate each facility. Surety ID:------ OGCC Operator Number:-------------- Name of Operator. _________________ ~ Address: ____________________ _ City: State: Zip: Cont.ct Naime •nd Telephone: Complete the Attachment Checklist No: __________ .Srt•clMct~ ... ~.'-~· ~I.~ .. n-OGCC Fax: ~...,.-,1 iaf'll ~-<:IMQ_ipuon~--+----o--___. Surface Owner (if diffefent than above):---------------------.!opograpli"::~~-------+--+--- Srtem..,_11111p-.~ Addresa: _______________________________ _ ~:.~~ ... ~·,.., .... :.-·--- F801itydesign&~ Phone:-------.~plan 1-F-a-0-.l-ity_N_a_me_:~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~-:_-r-L-oca_t_ion-(Qt-rQtr--, Sec.--T-wp-.-R-ng-. -M-e-r)-: --ft:·:-,...nanc.11-aoa~.::__-~-=:._-=:._-rt~~~:::::_:-:::=:=:=:::: Clo9<nplan Address: -------------------Local QO'lf1 zoning campl..-.:e Latttude: LOc.1 gO..;ilpemuta .ird n(ii;c.--+---<>------4 State: __ Zip:------ City:---------State: __ Zip:----- Phone· Fax: Longitude: 1. ls the site In a sensitive area? Dv D N I 2. What are the average annual precipitation and evaporation rates for the site? Precipitation: inches/year Evaporation: Inches/year 3. Has a desa1>tion of the si1e's general topography, geology and hydrology been attadled? DY ON 4. Has a des~tion of the adjacent land use been attached? DY ON I 5. Has a 1 :24,000 topographic map showing the si1e location been attached? DY ON 6. Has a site plan shOWlllQ drainage patterns, diversion or contaiMMtnt structures, roads, fencing, tanks, pill, buildings and any other pertinent construction details been attached? DY ON 7. H site i1 not owned by the operator, ii written authorization of the surface I 8. Haa a scaled drawing and survey showing the entire sedion(s) owner attached? Dv ON containing the proposed facility been attached? D y n N 9. What measures have been implemented to limit access to the fac111ty by wildlife, domestic animala or by members of the public? Briefly explain. 10. 11 there a planned firelane of at least 10 feet in width around the active 11 . Is there an 11ddrt10nal buffer zone of at least 10 feet within the treatment areas and within the perimeter fence? DY ON perimeter firelane? Dv D N 12. Have surface water diversion structures been constructed to accommodate 13. Has a waste profile been calculated according to Rule 908.b.6? • 100-year, 24-hour event? Dv ON D y D N 14. Has facility design and engineering been provided as requtred by 15. Has an operating plan been completed as required by Rule 908.b .8? Rule 908.b. 7? Dv ON Dv D N 16. Has ground water monitoring for the lite been provided? nv DN -Attach Water Analysis Reoort, Form 25, for each monitoring well installed.- 17. Has financial assurance been provided as required by Rule 704? 18. Hu a Ciosure plan been provided? Dv ON Dv D N 19. Have local government requirements tor zoning and construction been 20. Have permits and notifications required by local governments and complied with? Dv ON other agencies been provided? Dv ON Print Name: S~ned : ________________ _ Title: ____________ _ Date:--------- OGCC Approved:-------------Title :-------------Date:-------- CONDITIONS OF APPROVAL, IF ANY: Facility Number: Figures Berry Petroleum Company, LLC House Log Gulch Tank Farm OA Project No. 013-2977 PROJECT NO: DRAWN BY: DATE: 013-1573 BKR 11/21/2013 Adjacent Parcels Map Garden Gulch Tank FarmBerry Petroleum CompanyGarfield County, Colorado FIGURE AP-1 760 HORIZON DRIVE, SUITE 102GRAND JUNCTION, CO 81506TEL 970.263.7800FAX 970.263.7456 213529100008 213532100009 213533400010 216902200019 213527300015T5S R96W T6S R97W T5S R97W T6S R96W Garden Gulch Tank Farm Affected Parcel Adjacent Parcels 0 1 2 3Miles PROJECT NO: DRAWN BY: DATE: 013-1573 BKR 11/21/2013 Adjacent Uses Map Garden Gulch Tank FarmBerry Petroleum CompanyGarfield County, Colorado FIGURE AU-1 760 HORIZON DRIVE, SUITE 102GRAND JUNCTION, CO 81506TEL 970.263.7800FAX 970.263.7456 T5S R96W T6S R97W2 32 33 1 3 Garden Gulch Tank Farm 1,500 ft radius circle 0 0.1 0.2 0.3 0.4 0.5Miles PROJECT NO: DRAWN BY: DATE: 013-1573 BKR 11/21/2013 Floodplain Map Garden Gulch Tank FarmBerry Petroleum CompanyGarfield County, Colorado FIGURE F-1 760 HORIZON DRIVE, SUITE 102GRAND JUNCTION, CO 81506TEL 970.263.7800FAX 970.263.7456 Parachute Rulison Garden Gulch Tank Farm T5S R95W T6S R96W T6S R95W T5S R97W T5S R96WT5S R98W T6S R97WT6S R98W T7S R98W T7S R97W T7S R96W T7S R95W T5S R94W T6S R99W T7S R99W T6S R94W T7S R94W T4S R95W T4S R94WT4S R96WT4S R97W Garden Gulch Tank Farm Floodplain 0 3 6 9Miles PROJECT NO: DRAWN BY: DATE: 013-1573 BKR 11/21/2013 Geology Map Garden Gulch Tank FarmBerry Petroleum CompanyGarfield County, Colorado FIGURE G-1 760 HORIZON DRIVE, SUITE 102GRAND JUNCTION, CO 81506TEL 970.263.7800FAX 970.263.7456 T6S R97W T5S R96W Garden Gulch Tank Farm Tu Uinta Formation 0 0.2 0.4 0.6 0.8 1Miles C o u n t y R d 2 1 5 House Log GulchTank Farm G a r d e n G u l c h Road ²House Log Gulch Tank Farm Access RoadGarden Gulch Extension RoadGarden Gulch RoadCounty RoadHouse Log Gulch Tank Farm 0 1 20.5 Miles PROJECT NO: DRAWN BY: DATE: 013-2977 Jonathan Harris 03/18/2014 ROAD ACCESS MAPHOUSE LOG GULCH TANK FARMBERRY PETROLEUM LLCGARFIELD COUNTY, COLORADO 760 HORIZON DRIVE;SUITE 102GRAND JUNCTION,CO 81506TEL 970.263.7800FAX 970.263.7456 FIGURE RA-1 [XXX] Average Daily Traffic, 2013Average Daily Traffic, Operations[XXX] 53005310 165175 010 House Log GulchTank Farm JOJO PROPERTIES LLC216902200019 BERRY PETROLEUM COMPANY &213532100009 CHEVRON USA INC213533400010 CHEVRON USA INC216912200012 ENCANA OIL & GAS (USA) INC213527300015 BERRY PETROLEUM COMPANY &216901100027 LATHAM, THOMAS F & GINGER L216901200001 JOJO PROPERTIES LLC216910100020 BUREAU OF LAND MANAGEMENT213534300957 CHEVRON USA INC217118200008 CHEVRON USA INC213529100008 ²House Log Gulch Tank Farm Access RoadGarden Gulch Extension Road House Log Gulch Tank FarmParcel Boundary 0 0.25 0.50.125 Miles PROJECT NO: DRAWN BY: DATE: 013-2977 Jonathan Harris 03/18/2014 DETAIL ROAD ACCESS MAPHOUSE LOG GULCH TANK FARMBERRY PETROLEUM LLCGARFIELD COUNTY, COLORADO 760 HORIZON DRIVE;SUITE 102GRAND JUNCTION,CO 81506TEL 970.263.7800FAX 970.263.7456 FIGURE RA-2 PROJECT NO: DRAWN BY: DATE: 013-1573 BKR 11/21/2013 Soils Map Garden Gulch Tank FarmBerry Petroleum CompanyGarfield County, Colorado FIGURE S-1 760 HORIZON DRIVE, SUITE 102GRAND JUNCTION, CO 81506TEL 970.263.7800FAX 970.263.7456 T5S R96W T6S R97W Garden Gulch Tank Farm Irigul-Starman channery loams, 5-35% slopes Northwater-Adel complex, 5-50% slopes Parachute-Irigul complex, 5-30 % slopes Parachute-Irigul-Rhone association, 25-50% slopes Parachute-Rhone loams, 5-30% slopes Silas loam, 1-12% slopes 0 0.08 0.16 0.24 0.32 0.4Miles PROJECT NO: DRAWN BY: DATE: 013-1573 BKR 11/21/2013 Surface Water Map Garden Gulch Tank FarmBerry Petroleum CompanyGarfield County, Colorado FIGURE SW-1 760 HORIZON DRIVE, SUITE 102GRAND JUNCTION, CO 81506TEL 970.263.7800FAX 970.263.7456 House L o g G u l c h Little C r e e k Circle D o t G u l c h T5S R96W T6S R97W2 32 33 13 31 Garden Gulch Tank Farm Intermittent Stream Perrenial Stream 0 0.1 0.2 0.3 0.4 0.5Miles PROJECT NO: DRAWN BY: DATE: 013-1573 BKR 11/21/2013 Topographic Map Garden Gulch Tank FarmBerry Petroleum CompanyGarfield County, Colorado FIGURE T-1 760 HORIZON DRIVE, SUITE 102GRAND JUNCTION, CO 81506TEL 970.263.7800FAX 970.263.7456 T5S R96W T6S R97W Garden Gulch Tank Farm Private Access Road Public Roads 0 0.15 0.3 0.45 0.6 0.75Miles PROJECT NO: DRAWN BY: DATE: 013-1573 BKR 11/21/2013 Vicinity Map Garden Gulch Tank FarmBerry Petroleum CompanyGarfield County, Colorado FIGURE V-1 760 HORIZON DRIVE, SUITE 102GRAND JUNCTION, CO 81506TEL 970.263.7800FAX 970.263.7456 PA R A C H U T E C R E E K R D T6S R96WT6S R97W T5S R96W T5S R95W Garden Gulch Tank Farm Private Access Road Public Roads 0 0.45 0.9 1.35 1.8 2.25Miles NTC Response Berry Petroleum Company, LLC House Log Gulch Tank Farm OA Project No. 013-2977 760 Horizon Drive, Suite 102 TEL 970.263.7800 Grand Junction, CO 81506 FAX 970.263.7456 www.olssonassociates.com NTC Responses All documents referenced in the following NTC Responses have been incorporated into the appropriate sections of the application. THIS PAGE LEFT BLANK FOR TWO-SIDED DUPLICATION. riiNNl ~n~ NASDAQ : LINE NASDAQ: LNCO 1999 Broadway, Suite 3700 Denver, CO 80202 Phone: (303) 999-4400 July 24, 2014 Kathy Eastley Garfield County Community Development 108 81h Street , Suite 401 Glenwood Springs, Colorado 81601 keastley@garfield-county .com Re: House Log Gulch Water lmpoundment Facility Garfield County File Number LIPA-7934 Dear Kathy , This letter is in response to your Not Technically Complete letter dated June 3, 2014. 1. This site has prior approval granted by Resolution 2008-01 which approved a portion of the site for a warehouse and staging area . Will this approved use of warehouse and staging continue, or is it to be replaced in its entirety by any approval granted by this request? Response: The previously permitted warehouse building has not been constructed and approval of the proposed facility will preclude its construction. It will not be built. For the purposes of this response "staging area" and "laydown yard" are considered to provide the same function and are thus the same use. As noted in the project description, Berry is seeking approval to convert a portion of an existing permitted laydown yard to accommodate the proposed use. Sheet 13041-CE-010 Rev D, Civil, Overall Site Plan and General Layout included in the Site Plan section, shows the portion of the original permitted area that will continue to be used for laydown storage and snow storage. 2. Statements of Authority (SOA) are required from all owners, as are letters of authorization (signed by those listed in the SOA) for you to act on their behalf on this application for a Land Use Change Permit. Please include the following in the application materials: a. An SOA for Marathon Oil Company was not included. I have attached copies of the SOA's that are of record in the Clerk and Recorder records. These provide authority to Michael Suek, Matthew Vezza and Donald Day, yet it was Peggy Gilbert who signed the letter of authorization . She does not have the authority to sign such a letter. Please provide sufficient documentation from Marathon Oil regarding your ability to act on their behalf -this must be signed by one of the above individuals named in the SOA. Response: Linn has obtained a recorded Letter of Authorization signed by Jon Wilcox, Attorney-in-Fact. A copy of his recorded Power of Attorney is included with this submittal. www.linnenergy.com www.linnco .co m Berry Petroleum Company LLC House Log Gulch Tank Farm LIPA-7934 b. A letter of authorization is required from Wapiti Oil & Gas, LLC -this letter must be signed by Bart Agee or Robert Kirkland who are authorized to act on behalf of Wapiti Oil. Response: Linn has obtained a recorded Letter of Authorization signed by Robert Kirkland. A copy of his recorded Statement of Authority is in the original application submittal. 3 . The deeds appear to reserve one-half of the mineral rights to the Latham's however the only named mineral rights owner is for Chevron Texaco. Please confirm . Response: Oil and Gas Lease (Lease #2) between Chevron USA and Petroleum Development Corporation and the Drilling and Division Order by Kuhn, Carnes, & Anderson, P. C. demonstrate that Chevron owns 100% of the mineral rights in Section 32 of Township 5S, Range 96W of the 61h PM. The reference documents are included with this submittal. 4 . It appears that the subject site has been included in the adjacent property owner list -this is unnecessary for parcel 2135-321 -00-009 which is the subject site of the application . Response: Parcel 2135-321-00-009 was included in the adjacent properly owner list as this list is used for public noticing purposes and the parcel is jointly owned. The intent of identifying this parcel on the adjacent owner list was to assure that the joint owners are properly noticed even though they have given their consent to Berry to act on their behalf to pursue permitting for the project. 5 . Insufficient information has been provided to determine that adequate phys ical access exists to the site. A request for waiver of the minimum standards in Section 7-107 of the 2013 Land Use and Development Code, as amended (LUDC) and Policy 04-01 will allow the review to proceed , however be aware thQt staff will not support the request for waiver. Ultimately the decision on adequate access will be determined by the Board of County Commissioners in the public hearing . This may result in a condition of approval that sufficient demonstration of access be provided. Response: Acknowledged. The minimum standards were waived for this road and approved by the Board of County Commissions on June 16, 2014, for the Marathon 32C Water lmpoundment. See Figures R-1 Road Assessment Map for location proximity of the two projects. Donald Berger, PE, of Rock Solid Solutions has provided a Statement of Adequacy dated July 15, 2014 for the Garden Gulch Road System. 6. Section 4-203 (D) provides the requirements for site plans. Please provide the following information: a. The access road appears to stop short of the subject project, is this just an oversight on the site plan? My understanding is that the road continues past the project area. Response: The updated Site Plan showing the road going directly to (and terminating at) the project site is included with this submittal. b. All pipelines transporting fluids to the site are required to be shown on the site plan . A statement that the pipelines can legally be used for transport of produced water is also required . Response: A revised Site Plan showing where the pipeline enters into the project site is included with this submittal. Additionally, the Berry Water Pipeline System Map has been updated to show the proposed project and a recorded ROW Easement agreement' between Berry and Encana Oil & Gas (USA) Inc. is included in this submittal. Copies of easements between Berry and Chevron for pipelines are included in the Water Supply section of the original submittal. A statement from Bryan Burns indicating that the pipelines can be legally NTC Response Page 2 Berry Petroleum Company LLC House Log Gulch Tank Farm LIPA-7934 used for transport of produced water is included as page 13 in the Water Supply section of the original submittal. 7. Are air quality permits in place or will any be required for the facility? Section 4-203 G (7), Air Quality, appears to only discuss fugitive dust. Response: In the original submittal, see pages 3 and 5 of the Project Description, Section 7 on page 9 of the Impact Analysis, and Section 7-205, page 9 of the Standards Analysis, all, of which indicate that an Air Quality Permit is required and will be obtained prior to the start of construction activity. 8. The SPCC Plan was included in the submittal. How will this plan be applied to this facility? Response: In the original submittal, see page 3 of the Project Description, and Section 7-205 .B on page 9 of the Standards Analysis for explanations of how the SPCC Plan will be applied to this facility. 9 . The overall Stormwater Management Plan was provided but there was no discussion about how this plan will be applied to this facility. Response: In the original submittal, see page 3 of the Project Description and Section 7-204 on page 8 of the Standards Analysis for explanations of how the Stormwater Management Plan will be applied to this facility. Thank you for your consideration of this application . Please contact us if you have any further questions. Sincerely, Bryan Burns Environment, Health, and Safety Representative NTC Response Page 3 Construction Documents (electronic only) Berry Petroleum Company, LLC House Log Gulch Tank Farm OA Project No. 013-2977 DESIGN BASIS HOUSE LOG TANK FACILITY Samuel Engineering Project No.: 13041‐01 REVISION RECORD Rev. No. Description Date Originator Checked Approved A For Client Review 8/16/13 D. Torres J. Kelly G. Sears B Reissue for Client Review 8/22/13 D. Torres J. Kelly G. Sears C Issue For Permit 10/10/13 D. Torres J. Kelly G. Sears D Updated for Permit 12/18/13 D. Torres J. Kelly G. Sears Prepared by: Samuel Engineering, Inc. 8450 East Crescent Parkway, Suite 200 Greenwood Village, Colorado 80111 303.714.4840 – Telephone 303.714.4800 – Fax www.samuelengineering.com BERRY PETROLEUM COMPANY PROJECT DESIGN BASIS HOUSE LOG TANK FACILITY PROJECT NO.: 13041‐01 REV. D, DATE: DEC. 23, 2013 PAGE 1 OF 8 S:\Projects\13041‐01_House_Log_Tank_Facility\Engineering\Process\Reports\\\Nas‐dn‐01a\projects\Projects\13041‐01_House_Log_Tank_Facility\DocumentControl\A_Work\Permitting Package\Process\House Log Tank Facility Design Basis ‐ Rev D.docx Table of Contents INTRODUCTION ............................................................................................................ 3 1.0 PROJECT INFORMATION ............................................................................................... 3 2.0 PROCESS INFORMATION .............................................................................................. 4 3.0 3.1 PROJECT DESCRIPTION ........................................................................................................ 4 3.2 INTERFACE INFORMATION.................................................................................................. 5 3.3 GENERAL CONDITIONS OF SERVICE .................................................................................... 5 3.4 OPERATING PHILOSOPHY.................................................................................................... 7 3.5 FUTURE EXPANSION ........................................................................................................... 7 SITE DATA .................................................................................................................... 7 4.0 BERRY PETROLEUM COMPANY PROJECT DESIGN BASIS HOUSE LOG TANK FACILITY PROJECT NO.: 13041‐01 REV. D, DATE: DEC. 23, 2013 PAGE 2 OF 8 S:\Projects\13041‐01_House_Log_Tank_Facility\Engineering\Process\Reports\\\Nas‐dn‐01a\projects\Projects\13041‐01_House_Log_Tank_Facility\DocumentControl\A_Work\Permitting Package\Process\House Log Tank Facility Design Basis ‐ Rev D.docx List of Tables TABLE 1 SITE/ENVIRONMENT INTERFACE ................................................................................ 5 TABLE 2 GENERAL CONDITIONS OF SERVICE ............................................................................ 5 TABLE 3 PHASE‐SPECIFIC INFORMATION ................................................................................. 6 TABLE 4 MAJOR PROCESS EQUIPMENT .................................................................................... 7 TABLE 5 CIVIL/STRUCTURAL..................................................................................................... 7 TABLE 6 AVAILABLE UTILITIES .................................................................................................. 8 BERRY PETROLEUM COMPANY PROJECT DESIGN BASIS HOUSE LOG TANK FACILITY PROJECT NO.: 13041‐01 REV. D, DATE: DEC. 23, 2013 PAGE 3 OF 8 S:\Projects\13041‐01_House_Log_Tank_Facility\Engineering\Process\Reports\\\Nas‐dn‐01a\projects\Projects\13041‐01_House_Log_Tank_Facility\DocumentControl\A_Work\Permitting Package\Process\House Log Tank Facility Design Basis ‐ Rev D.docx INTRODUCTION 1.0 This document records the basis for all process work on the Berry Petroleum House Log Tank Facility Design. It includes pertinent project information, the basis of design, assumptions and the site data for the project. PROJECT INFORMATION 2.0  Client: Berry Petroleum Company  Location: Garfield, CO  Project: House Log Tank Facility  Samuel Engineering Project Number: 13041‐01 Client Contact Information: Berry Petroleum Company Name Office Phone Cell Phone Email Address Role Derek Johnson 970‐285‐5202 dsj@bry.com Client Operations Manager Thomas Hogelin 970‐285‐5207 tgh@bry.com Client Construction Foreman Bryan Burns bob@bry.com EH&S Lead Samuel Engineering Carsten Hannen 303‐567‐7540 channen@samuelengineering.com Project Manager George Sears 720‐245‐2101 303‐945‐9969 gsears@samuelengineering.com Lead Process Engineer Donny Torres 720‐245‐2149 806‐781‐8664 dtorres@samuelengineering.com Process Engineer John Kelly 303‐567‐7609 jkelly@samuelengineering.com Lead Mechanical Engineer Dan Salmon 303‐714‐4822 dsalmon@samuelengineering.com Lead Automation/ Instrumentation Engineer Moy Salmon 303‐567‐7536 msalmon@samuelengineering.com Piping Lead Josh Jenkins 303‐714‐4817 jjenkins@samuelengineering.com Lead Electrical Engineer Shane Owen 303‐714‐4835 sowen@samuelengineering.com Document Control Manager BERRY PETROLEUM COMPANY PROJECT DESIGN BASIS HOUSE LOG TANK FACILITY PROJECT NO.: 13041‐01 REV. D, DATE: DEC. 23, 2013 PAGE 4 OF 8 S:\Projects\13041‐01_House_Log_Tank_Facility\Engineering\Process\Reports\\\Nas‐dn‐01a\projects\Projects\13041‐01_House_Log_Tank_Facility\DocumentControl\A_Work\Permitting Package\Process\House Log Tank Facility Design Basis ‐ Rev D.docx PROCESS INFORMATION 3.0 3.1 PROJECT DESCRIPTION The scope of this project is to design a produced water storage tank facility located in Garfield County, Colorado. The tank facility will tie directly into the field and will include a gun barrel tank, oil storage tank, and water storage tanks. Oil will be separated from water and stored until it can be trucked from the site. Water will be stored on site until it is either pumped back to the field or it can be trucked from the site. The water tank battery will consist of a total of three (3) 130,000 BBL water tanks. Berry Petroleum Company has requested the following process engineering deliverables from Samuel Engineering: • P&ID development • Line sizing • Data • Vendor review for specification compliance • Control description (shared responsibility between Client and SE) • Hysys / ProMax Process Model BERRY PETROLEUM COMPANY PROJECT DESIGN BASIS HOUSE LOG TANK FACILITY PROJECT NO.: 13041‐01 REV. D, DATE: DEC. 23, 2013 PAGE 5 OF 8 S:\Projects\13041‐01_House_Log_Tank_Facility\Engineering\Process\Reports\\\Nas‐dn‐01a\projects\Projects\13041‐01_House_Log_Tank_Facility\DocumentControl\A_Work\Permitting Package\Process\House Log Tank Facility Design Basis ‐ Rev D.docx 3.2 INTERFACE INFORMATION Table 1 Site/Environment Interface Battery Inlet Battery Outlet  Pipeline  Pipeline to Field  Fuel Gas Inlet  Truck Connections  Solids to Disposal (Future) 3.3 GENERAL CONDITIONS OF SERVICE The pipeline inlet stream is to be composed of oil and produced water. Expected conditions of service are described below. Table 2 General Conditions of Service Minimum Normal Maximum Inlet Pressure (psig) ‐‐‐ 250 ‐‐‐ Temperature (F) 47 ‐‐‐52 Total Flow Rate (BPD) 14400 ‐‐‐21600 MAOP (psig) 1440 ‐‐‐‐‐‐ Outlet Truck Connection Pressure (psig) 16.97 TBD TBD Truck Connection Temperature (F) ‐‐‐ Ambient ‐‐‐ Truck Connection Flow (gpm) ‐‐‐ 210 ‐‐‐ Pipeline to Field Pressure(psig) ‐‐‐ ‐‐‐350 Pipeline to Field Temperature (F) ‐‐‐ Ambient ‐‐‐ Pipeline to Field flow (BPM) ‐‐‐ 13 15 MAOP (psig) 1440 ‐‐‐‐‐‐ Below is a snapshot of the HYSYS model used to simulate the separation of the produced water in the gun barrel. This model was used to determine expected flow rates for water, oil, and vapor exiting the gun barrel. BERRY PETROLEUM COMPANY PROJECT DESIGN BASIS HOUSE LOG TANK FACILITY PROJECT NO.: 13041‐01 REV. D, DATE: DEC. 23, 2013 PAGE 6 OF 8 S:\Projects\13041‐01_House_Log_Tank_Facility\Engineering\Process\Reports\\\Nas‐dn‐01a\projects\Projects\13041‐01_House_Log_Tank_Facility\DocumentControl\A_Work\Permitting Package\Process\House Log Tank Facility Design Basis ‐ Rev D.docx Table 3 Phase‐Specific Information Minimum Normal Maximum Oil API Gravity ‐‐‐ ‐‐‐ ‐‐‐ Cloud Point (F) ‐‐‐ ‐‐‐ ‐‐‐ Viscosity (cP) ‐‐‐ ‐‐‐ ‐‐‐ Flow Rate (BPD) ‐‐‐ 14.82 ‐‐‐ Molecular Weight ‐‐‐ ‐‐‐ ‐‐‐ Composition** ‐‐‐ ‐‐‐‐‐‐ Water Specific Gravity ‐‐‐ 1.019 ‐‐‐ Flow Rate (BPD) 700 ‐‐‐21600 Solids TDS (mg/L) 12000 ‐‐‐14000 TSS (mg/L) ‐‐‐ ‐‐‐ ‐‐‐ Particle Size ‐‐‐ ‐‐‐ ‐‐‐ **Client to provide TBP curve or other compositional analysis of crude oil BERRY PETROLEUM COMPANY PROJECT DESIGN BASIS HOUSE LOG TANK FACILITY PROJECT NO.: 13041‐01 REV. D, DATE: DEC. 23, 2013 PAGE 7 OF 8 S:\Projects\13041‐01_House_Log_Tank_Facility\Engineering\Process\Reports\\\Nas‐dn‐01a\projects\Projects\13041‐01_House_Log_Tank_Facility\DocumentControl\A_Work\Permitting Package\Process\House Log Tank Facility Design Basis ‐ Rev D.docx 3.4 OPERATING PHILOSOPHY The purpose of the House Log Tank Facility is to store produced water in above ground water storage tanks. A gun barrel tank will be implemented to remove oil from the produced water. A vapor combustion unit will be on site to burn off excess vapor collected from each storage tank via a vapor header. The capability for future filtration skids is included in this design. The basic operation of the facility is as follows: Water will be sent to the facility from the field via pipeline. Water will first enter the gun barrel tank to remove as much oil as possible. Removed oil will be stored in a 300 BBL storage tank until it can be trucked from the site. Recovered water will be sent to 130,000 BBL water storage tanks. Floating skimmers will be installed in these large storage tanks to further remove any excess oil from the water. The remaining water will be stored until it can be trucked from site or pumped back to the field via pipeline. Vapors from each storage tank are collected in a vapor header. This header then directs the recovered vapors produced in the oil and water tanks to a VCU, where they are incinerated. Table 4 Major Process Equipment Equipment Size/Capacity/Rating Number @ Start‐up Number @ Full Buildout Material Transfer Pipeline Pump TBD 1 ‐‐‐ Glycol Circulation Pump TBD 2 ‐‐‐ Atmospheric Tanks Oil Tanks 300 BBL/12’‐0” x 15’‐0”1 ‐‐‐ Water Tanks 130,000 BBL/140’‐0” x 48’‐0”1 3 Gun Barrel 500 BBL/12’‐0” x 25’‐0”1 ‐‐‐ Waste Handling Vapor Combustion Unit TBD 1 ‐‐‐ Heat Exchangers Glycol Heater TBD 1 ‐‐‐ Filters (Future) TBD ‐‐‐ ‐‐‐ TBD ‐‐‐ ‐‐‐ Dissolved Air Flotation (Future) TBD ‐‐‐1 BERRY PETROLEUM COMPANY PROJECT DESIGN BASIS HOUSE LOG TANK FACILITY PROJECT NO.: 13041‐01 REV. D, DATE: DEC. 23, 2013 PAGE 8 OF 8 S:\Projects\13041‐01_House_Log_Tank_Facility\Engineering\Process\Reports\\\Nas‐dn‐01a\projects\Projects\13041‐01_House_Log_Tank_Facility\DocumentControl\A_Work\Permitting Package\Process\House Log Tank Facility Design Basis ‐ Rev D.docx 3.5 FUTURE EXPANSION Initially, the facility will consist of one (1) gun barrel tank, one (1) oil storage tank, and one (1) 130,000 BBL water storage tank. Future build out will include the installation of two (2) additional 130,000 BBL water storage tanks. The facility design also includes provisions for a future dissolved air flotation unit. SITE DATA 4.0 Table 5 Civil/Structural Site Area Elevation (ft) 8100 Atmospheric Pressure (psia) 10.9 Ambient Temperature Range (oF) (‐30)–100 Meterological Data Frost Depth (inches) 42 Seismic Data Site Class “C” SDS = 0.237g SDI = 0.078g Seismic Design Category “B” Snow Load (psf) 75 Wind Velocities (mph)/Direction 3.2 –7.5, 5.4 (Average)/ South (Feb. – Nov.), West (Dec. – Jan.) Design Wind Speed (mph) 90, Exposure “C” Table 6 Available Utilities Available Utilities Comments Electrical XXX Instrument Air XXX SCFM @ 90‐100 psig Fuel Gas XXX psig 1 2 3 A B \ c D GUN BARREL TK-100 AND OIL TANK TK-120 WITH SECONDARY / // CONTAINMENT / E ,.// "----"' ·"· -WORK POINT# 3 MAXIMUM CONTAINMENT ELEVATION= 8082.5' -·--------'"·----- ----'--y-----------------1 I I _ _\--~--jj-t-PRIMARY CONTAINMENT--~ --(ULTIMATE) _ •• -··/ / / ,//// // __-·----E PRODUCED WATER TANK TK-202 (FUTURE) N 1 642 225.95 E 2 242 428. 75 EL 8127.00 I VAPOR COMBUSTION UNIT H-500 AND \\ DRAIN TANK H-501 ~ I I PRODUCED WATER TANKTK-201 \\\ I -~' ,\ PRIMARY CONTAINMENT PRODUCED WATER TANK TK-203 (FUTURE) \ .-·--/.. /./·/· ~----_:0~14'...'...1'i(TY~P.),___/,,..''tt1ttt ·---------------------·--:r----- ' (PHASE 1) • -----~----WORK POINT# 1 N 1 642 223.34 130~00BB~:/ .. // I //// \ Ill! I SECONDARY CONTAINMENT BERM ELEVATION= 8082.5' VOLUME= 143,000 BBL's \ \ \ WORK POINT# 2 N 1 642122.86 E 2 242 709.29 EL. 8 073.75 SUMP PITS '\\- \\ \\\_ E 2 242 681.13 EL. 8 076.50 TANK BASE AND BOTTOM OF CONTAINMENT -EL.= 8076.50 AND PUMPS P-206 AND P-207 CONTAINMENT BERM 3' WIDE TOP BENCH WITH 2H :1V SIDE SLOPES \ \ BASE OF CONTAINMENT BERM ELEVATION= 8077.20'. • TRUCKLOADOUT -...;:---;:-=-===~~-i"' //'( ,_____ -1/ \ OAF BUILDING // (FUTURE)/ ~------/// I // F PROPOSED SECURITY FENCE TO CONNECT TO THE EXISTING FENCE ~-Y------BASE OF CONTAINMENT BERM I I ELEVATION= 8077.20' 3' HIGH CORRUGATED STEEL CONTAINMENT SYSTEM REFERENCE STRUCTURAL DRAWING 13041-SC-100 FOR DETAILS. f-.i,/j~'lj;1_-i/-1 -7/ FUEL GAS !! _ __;_...--:1-GENERATOR PAD -I _:.--!---PUMP HOUSE EXISTING MARATHON OIL LAYDOWN YARD AND MAN CAMP fh;sdocumonlisoopyrightedand CH JK JK D RE-ISSUEDFORPERMITIING 01-03-14 MAS SCALE 1"=30' DATE CLIENT• BERRY PETROLEUM COMPANY is an instrument of service by 1-----i-----------------il---+-+-+--J-+----------------f---t-+--!---t-+-t--f""-'=""'-'-=C:.:::=:.:.::.:-=---------~:-=-~-=-:-:-::f:-----:-=--:-;:----1-;::-:-.:;:-;--_:;1 Samuel Engineering (SE). It was CH JK JK c RE-ISSUED FOR PERMITIING 11-08-13 MAS DESIG"ED• MAS 08-12-13 prepared solely for the Owner'sfC!ient's use on this project only. Use, oopy or CH JK JK B ISSUED FOR PERMITIING disclosure of any information 08-14-13 LOCATION GARFIELD COUNTY, co 10-10-13 MAS ORA"" MAS shown, in whole or in part, without CH JK JK A ISSUED FOR REVIEW 08-16--13 MAS CHECKED: s E S I E · • g SE'sconsent,isstrictlyprohibiled, l-----i-----------------il--+-+-+--l-+----------------+---t--l--t---t-+-t--t==~~=:.:._----------r---i-1--------1---1 amue ng1neenn ls a copyright breach and may be 0 !::: s c RI p Tl 0 N NO. 0 Es c R l p T t 0 :\ OATI:: SY I-~ I-~ NO, 0EscRIp11 a N llAlE EtY APPROVED: ..,_"' We Provide Solutions prosecuted. Anyunauthorized DWGNO. J--t;ffi t;ffi !.:: 1--'-----------------,__ _ __._-1 !z iil~ @~ • 8450E.CrescentParkway,Suite200 Phone:303.714.4840 reuse shall be a 1 the sole risk of al !!i ~ ~ ~ ~ w 3 ~ a C!l g APPROVED: Greenwood Village, CO 80111 Fax: 303.714.4800 th•"'"' REFERENCE DRAWINGS d ~~ ~~ 0 REVISIONS a ~:! ~-i3 REVISIONS A B n E F G H NORTH o· 20· 40' 80' 120· ,_.,.,...~~iiiiiiiiiiiiiii~~~ SCALE: 1" = 40' GENERAL NOTES: 1. THE BERRY PETROLEUM HOUSE LOG TANK FACILITY PROJECT IS LOCATED IN THE SOUTHEAST PORTION OF SECTION 32, TOWNSHIP 5S, RANGE 96W, 6th PRINCIPAL MERIDIAN, GARFIELD COUNTY, COLORADO. 2. SITE TOPOGRAPHIC SURVEY PROVIDED BY CONSTRUCTION SURVEYS. INC. 12 SUNRISE BLVD, SILT COLORADO DATED AUGUST 21, 2013. BASIS OF BEARINGS IS NAO 83 COLORADO STATE PLANE, CENTRAL ZONE, US FEET. VERTICAL DATUM IS NAVO 88. 3. A SITE BENCHMARK WILL NEED TO BE ESTABLISHED FOR BOTH HORIZONTAL AND VERTICAL CONTROL. COORDINATE WITH BERRY PETROLEUM COMPANY PERSONNEL PRIOR TO BEGINNING GRADING OPERATIONS. 4. REFER TO GEOTECHNICAL INVESTIGATION PREPARED BY YEH AND ASSOCIATES, INC., PROJECT 213-015, DATED JUNE 05, 2013 FOR ALL EARTHWORK, PREPARATION, EXCAVATION AND PLACEMENT RECOMMENDATIONS. 5. CALL UTILITY LOCATE 811 FOR ALL EXISTING UNDERGROUND UTILITIES PRIOR TO ANY CONSTRUCTION ON THIS SITE. 6. CUT AND FILL SLOPES SHALL BE 2H: 1V UNLESS NOTED OTHERWISE. 7. WORK SHALL BE DONE IN ACCORDANCE WITH THE EXCAVATION AND BUILDING CODE REQUIREMENTS OF GARFIELD COUNTY, COLORADO AND PROJECT PLANS. CONTRACTOR TO ENSURE COMPLIANCE WITH THE PROJECT PLANS DURING GRADING OPERATIONS. 8. PRIOR TO COMMENCING GRADING OPERATIONS, ALL VEGETATION AND ORGANIC SURFACE MATTER SHOULD BE STRIPPED FROM THE SURFACE. STRIPPING DEPTHS RANGE FROM 4" TO 12" BASED ON SOILS BORINGS. LEGEND --8070-- --------------- ---------- TITLE DENOTES FLOW DIRECTION MAJOR CONTOUR (EXISTING) MINOR CONTOUR (EXISTING) MAJOR CONTOUR (PROPOSED) MINOR CONTOUR (PROPOSED) CHAIN LINK FENCE (PROPOSED) EXISTING SECURITY FENCE (TO REMAIN) EXISTING SECURITY FENCE (TO BE REMOVED) TOE OF FILL TOP OF CUT PROPERTY LIMITS EXISTING DRAINAGE Know what's below. Call before you dig. PROJECT NO. HOUSE LOG TANK FACILITY 13041-01 CIVIL OVERALL SITE PLAN AND GENERAL LAYOUT G DRAWING NUMBER 13041-CE-0101 H 1 2 3 4 REV. D 1 2 3 A ~ -- --N 1 641 800.68 E 2 242 401.15 - EL. 8 077.20 __ ---CONTAINMENT --TOP LIMIT --- - N 1 641 793.02 -E 2 242 393.82 EL. 8 082.50 - CONTAINMENT -----BOTIOM ::/' _/ / -~ --N 1 641 789.91 MAINTENANCE ACCESS ----- N 1 641 945.32 . __ --E 2 242 689.48 EL. 8 076.89 B ~8090 - ' \ \ I / POINT 8076.00 / I / I I I c • HIGH POINT""- 8076.00 PROPOSED SECURITY FENCE / 1' ±NORTH AND EAST OF THE //GUN BARREL ACCESS ROAD x.. -~ ~ ~- '( \/ ' \ 'I , c \ N 1 641 934.95 E 2 242 871.54 EL. 8 071.99 -~~-=-~=--~_..........---- D ------=----=--- 8075.31 //- / 8075.00 ;{o75.oo 8073.14 -CONTAINMENT ~ \ CONTAINMENT / BERM \ BOTIOM ROAD PT N 1642014.94 N 1642017.55/'N1642041.65 E 2 242 773.26 EL. 8 082.50 E 2 242 759.21 EL. 8 077.20 ROAD PT/Pl ..--N 1 642 003.96 E 2 242 802.39 EL. 8 077.49 E 2 242 809.84 EL. 8 076.70 E \ \ ~ CONTAINMENT ·· · \ -"' BOTIOM (BENCH 1 · I \ \'T,, N 1 642 318.49 N 1642249.16 \l/b I,\ i • E2242617.51 E 2 242 457.61 " I EL 8 077 20 EL. 8 124.00 ' 1\( i 'I I i I \ I ' I I 1' ·1 1\\ l ' ' ) I : r ' I:• /I CONTAINMENT I ' \ l\ I \ I ROAD Pl N1642116.44 E 2 242 850.21 EL. 8 078.02 TRUCKLOADOUT TOP LIMIT I ·, I\\ N 1642315.35 1 l: HIGH POINT 8 76.00 SUMP PIT #2 P-207 N 1 642119.43 E 2 242 727 .33 EL. 8 072.33 ·- /METERING / I I }\I -------~of' REC.\; TANK ' \ I I DAF (FUTU~E) / " F CONTAINMENT TOP LIMIT N 1 642 399.95 E 2 242 581.19 EL. 8 082.50 CONTAINMENT TOP LIMIT N 1642424.16 E 2 242 587.40 EL. 8 082.00 CONTAINMENT BOTIOM / N 1 642 400.22 //// ~c. ~~7~9;020 CONTAINMENT BOTIOM N 1642411.26 E 2 242 595.03 EL. 8 077.20 END BERM N 1 642 421.47 E 2 242 607 .85 EL 8 082.53 : . ....__ I ' I I I ! ;' """" ... I \ i--'"1---\ I CONTAINMENT I \-I BOTIOM \ I I I -/' \ ; , N 1 642 365.50 \. ! 1 -~/ I E 2 242 773.58 /------f EL. B 077.20 // i / /////~;~ 1 I l \\ 1; ////;:Jlf!i CONTAINMENT '>' Jr"'·-· --/1"--BERM 7!//.'f/!;71tti~ \ ,/ /i/ I N 1642377.38 / /: _;,.-/1 I \\!'\~ , E 4 I , •\ 2 2 2 782.02 = . ; · , \ EL. 8 082.50 ''/ ' 1 .-; r ;\\ / I I I \ , I f, \. ,1 ! / .. 1 1" I co'NTAINMENT I I I I . BOTTOM II I I 1 I I I I N 1642288.79 / ( I ,' I I I I ' I II ' I l I I . ' ' / E 2 242 824.59 EL. 8 077.20 / I ! ( I I / BENCH CORNER I ' I I I I ! //.!; I/ 11 /'I I JI I/ • • I GENERATOR I : . . I I / / BENCH CORNER N1642151.75 E 2 242 943.63 EL. 8 078.00 ROAD PT N 1642055.12 E 2 242 964.88 EL. 8 074.11 N 1642294.12 E 2 242 837.21 EL. 8 082.50 CONTAINMENT BOTIOM \ N 1 642 190.77 \ EXISTING MARATHON OIL LAYDOWN YARD AND MAN CAMP This document ls copyrighted and SCALE; 1" = 40' DATE CLIENT; BERRY PETROLEUM COMPANY is an instrument of service by l-----J.----------------l~-+-+-t--l:-f-----------------+--+-+--l--+-+-J--+---------------1--1-1---:-:-:-::-----T-:=-:-::--;:::-I Samuel Engineering (SE). It was DESIGNED: MAS 09-16-13 prepared solely for the Owner's/Client's use on this 01-03-14 MAS DAAWN: MAS 09-23-13 project on~. Use, copy or TH CH JK B RE-ISSUED FOR PERMlffiNG disclosure of any information LOCATION GARFIELD COUNTY, co shown,lnwholeorinpart,without TH CH JK A 10-11-13 MAS CHECKED: 10-11-13 S IE • • SE's consent, is strictly prohibited, 1-----J.----------------1--+-+-t--l:-+----------------+--+-t--l--+-+-t--+l::.:55:.:U.::;ED"'Fc..;O:.;.;Rc.;.P.::;ER.::;M::;;ITT'-'-l::.:N.=.G _________ l __ ,ll-------,-----, s E amue ng 1neen ng is a r.opyright breach and may be DWG NO. D Es c R ! p TI 0 N I-a:; I-a:: NO, "J Es c R l p r I 0 N DATE BY 1--a:; I-a:: NO. D Es c "'! p TI 0 N lJATE: BY APPROVED: ·~-"' We Pro vi de Sofutions prosecuted. Arry unauthorized u w u ~ u ~ tel lli • 8450 E. Crescent Parkway, Suite 200 Phone: 303.714.4840 reuseshallbeatthesoleriskof ~ ~~ wz !i 1--'-----------------'---~--i ~ a~ 3~ 5 APPROVED. GreenwoodVillage,C080111 Fax: 303.714.4800 theuser REFERENCE DRAWINGS a ~~ ~~ ?) REVISIONS a ~~ R'~ !) REVISIONS A B c D E F G H NORTH O' 20' 40' 80' 120' liiiiiiiiil""~~iiiiiiiiiiiiiii~~~ SCALE: 1" = 40' NOTES 1. THE BERRY PETROLEUM HOUSE LOG TANK FACILITY PROJECT IS LOCATED IN THE SOUTHEAST PORTION OF SECTION 32, TOWNSHIP 5S, RANGE 96W, 6th PRINCIPAL MERIDIAN, GARFIELD COUNTY, COLORADO. 2 SITE TOPOGRAPHIC SURVEY PROVIDED BY CONSTRUCTION SURVEYS, INC. 12 SUNRISE BLVD., SILT COLORADO DATED AUGUST 21, 2013. BASIS OF BEARINGS IS NAD 83 COLORADO STATE PLANE, CENTRAL ZONE, US FEET. VERTICAL DATUM IS NAVD 88. 3. SEE DRAWING 13041-CE-0100 FOR OVERALL SITE PLAN & GENERAL NOTES. 4. SEE DRAWING 13041-CE-0202 FOR GUN BARREL ROAD ACCESS GRADING PLAN. 5. SEE DRAWING 13041-CE-0203 FOR GRADING SECTIONS. 6. UNLESS OTHERWISE NOTED, ELEVATIONS SHOWN ON THIS DRAWING ARE TO TOP OF FINISHED SURFACING. 7. PROPOSED CONTOURS ARE SHOWN AT A 1 FT. INTERVAL CONTOURS AND SPOT ELEVATIONS ARE TO TOP OF FINISHED SURFACING (TYP.). 8. ALL CUT AND FILL SLOPES ARE 2H: 1V UNLESS OTHERWISE NOTED ON THE DRAWING. 9 CONTACT THE GEOTECHNICAL ENGINEER PRIOR TO COMMENCING GRADING OPERATIONS TO PROVIDE CONTROL OF THE CUT AND FILL OPERATIONS. 10. ACCESS ROAD CENTERLINE RADII ARE 50' UNLESS OTHERWISE NOTED ON THE DRAWING. LEGEND ---8075--·- --8070-- TITLE HOUSE LOG TANK FACILITY CIVIL GRADING PLAN SHEET 1OF2 G DENOTES FLOW DIRECTION MAJOR CONTOUR (EXISTING) MINOR CONTOUR (EXISTING) MAJOR CONTOUR (PROPOSED) MINOR CONTOUR (PROPOSED) CHAIN LINK FENCE (PROPOSED) EXISTING SECURITY FENCE (TO REMAIN) EXISTING SECURITY FENCE (TO BE REMOVED) TOE OF FILL TOP OF CUT PROPERTY LIMITS EXISTING DRAINAGE Know what's below. Call before vau 111g. PROJECT NO. 13041-01 DRAWING NUMBER 13041-CE-0201 H REV B 1 2 3 4 1 2 3 This document is copyrighted and is an instrument of service by Samuel Engineering (SE). It was prepared solely for the owner's/Client's use on this A ., "-....,,"', ·-' ..... ,, B ROAD Pl N 1 641 947.16 E 2 242 299.52 EL. 8126. 15 ROAD PT -, N 1 641 929.56 E 2 242 295.57 ROAD Pl EL. 8 125.36 (_'-,, N 1 641 890.48 E 2 242 293.99 EL. 8 122.61 ROAD PT N 1 641 873.49 / / -::-::-::-:::-:-:-::-:::~/~ / E 2 242 296.25 / EL. 8121.13-/ .-·-"/ . -/!/,; ROADPI/,/ /1 ,-·' I N 1 641 816.58 "/ ",, IE 2 242 314.19 "-, I ,/ '-,!_ EL.8115.16/' I ;-•c: ROAD PT / / /--· N 1 641 804.64 I / .... ~~ E2242319.79 I -"'- / -EL. 8113.86 I '; ;-ROAD Pl . / . I ; /" ·--N 1 64176628 -" I ' / ___ ·--~ . E 2 242 344.51 -" " I . I --·-~/-. EL. 8109.43 .. I 111 ROAD PT --------/ I _____ , _,..,.-__,,. -N 1 641 747.85 GRADEBREAK N 1 642 021.82 E 2 242 328.21 EL. 8127.90 c N 1 642 118.01 E 2 242 370.47 EL. 8 130.82 \ '",,,, ROAD PT N 1 642 246.69 E 2 242 411.54 EL. 8 126.68 ROAD Pl N 1 642 216.44 E 2 242 395.21 EL. 8 127.37 ROAD PT N 1 642 204.02 E 2 242 390.51 EL. 8 127.73 D --,,,,. ltJ. ',,,~<.;oo "-RO~~;I ''· ,. N 1 642 260.47 ~-, E 2 242 422.40 EL. 8125.65 END ACCESS N 1 642 327.97 E 2 242 497 .82 EL. 8116.90 / / I / . 130,000 BARRELS I (FUTURE) ( I / ' I I I 130,000 BARRELS I ' (FUTURE) I ' ). I r I / Ill I I ;Ill I / / I / E / / / ''·,,,''-,-.~~000 BARRELS . '"-, / ·-,'-·,", / ''-..;.(' EDGE OF EXISTING CREEK SCALE 1' : 50' DESIGNED: MAS / I / / / I ,/ /' I ' /; I / / '/ I I' " // / . SITE ACCESS N 1 641 932.77 E 2 243 010.67 EL. 8 063.76 F "·,." EXISTING ACCESS ', ROAD (14') I --, DATE CLIEN1' BERRY PETROLEUM COMPANY 09-16-13 project on~. Use, oopy or CH JK B RE-ISSUED FOR PERMIITING 01-03-14 MAS DRA""• MAS 09-23-13 disclosure of any information LOCArlON GARFIELD COUNTY, co APPRO\IEJ: shown, In whole or In part, without JK JK CH A 10·11· 13 MAS CHECKED• 10-11-13 SE's consent, is stricUy prohibited, 1------+-------------------t---l---l--if---t---+-------------------+----+--+--+--+--+--t--+l-S_SU_E_D_F_O_R_P_E_R_M_IIT_IN_G ___________ -t-----i~--ir-----------r----• is a oopyright breach and may be SE Samuel Engineering We Providra Solutions DESCRlPT!ON NO DESCRIPTION BY DESCRIPTION DATE BY DWG NO, NO. prosecuted. Any unauthorized reuse shall be at the sole risk of the user. REFERENCE DRAWINGS ~ u w I u REVISIONS l--'-------------------.._ __ ....,_-1-----------+-----j ••-• 8450 E. Crescent Parkway, Suite 200 Phone: 303.714.4840 Fax: 303.714.4800 REVISIONS Greenwood VIiiage, CO 80111 A B c D E F G H NORTH O' 50' 100' 150' ;;;;;;;;;;;;;;iiiiiiiiiiiiiii~~~ 25' ----SCALE: 1' = 50' NOTES 1. WIDEN EXISTING ACCESS ROAD TO 30' WIDE FROM MARATHON SITE TO THE HOUSE LOG SITE ENTRANCE. 2. THE ACCESS ROAD TO THE GUN BARREL AND OIL TANK IS A 10' WIDE GRAVEL ACCESS AT 10% MAXIMUM GRADE. 3. THE CENTERLINE RADIUS FOR ALL CURVES IN THE ACCESS ROADS WILL BE50'. 4. REFERENCE DRAWING 13041-CE-0201 FOR SITE AND CONTAINMENT GRADING CONTROL. 5. REFERENCE DRAWING 13041-CE-0101 FOR SITE PLAN, GENERAL LAYOUT AND DRAWING LEGEND . Cl'l~. u TITLE Know what's below. call before you dig. PROJECT NO. HOUSE LOG TANK FACILITY 13041-01 CIVIL DRAWING NUMBER GRADING PLAN • GUN BARREL ACCESS SHEET2 OF 2 REV. 13041-CE-0202 B G H 1 2 3 4 c Ul TI "' 0 c" 0 I w (_) I '" r-=1 ~, / ~ "' " 0 0:2 , .... "<( ·s:,, ;_::;-.--, ,/(j Oo <( ' 1 2 3 ~~:J) >rn 4 :::::::i =:=i i;5N -'~1-....... _y_ '.'-1 c __ :~cc 1.Z U• -'~ 6 vlr.:.! m '-- " o o/ I I "' I A B 8150 GUN BARREL ACCESS ROAD I c I i ---------- D I I I --..:.. -I • = E !; I : F G 141' (TYP.) EXISTING GROUND I I PRODUCED WATER TANK TK-203 (FUTURE) I I I I I PRODUCED WATER TANK TK-202 (FUTURE) I I PRODUCED WATER TANK HIGH WATER EL.= 8082.17 I I I 81001---_~__;_·~--==-+.c!!\\!!!,,;--~+-~~~+-__:.,c--~+-~~I I I I :1 --....... I i TOP OF PRIMARY CONTAINMENT I ' TK-201 130,000 BBL'S. '-:-;;f\.:--~-4--_J_~-+-'~'---2 ----- • I I I I . I 1 ~L.~079.5 - - -~;;ti_ PRIMARY CONTAINMENT CORRUGATED STEEL PHASE 1 • EL. = 8079.5 -------- PROPOSED GRADE 0+50 1+00 8150 8127.00 1+50 ~ CONTAl~MENT DRAINAGE CHANNEL (TYP.) 2+00 2+50 3+00 3+50 PRIMARY CONTAINMENT, CORRUGATED STEEL FOR PHASE 2 CONSTRUCTION 4+00 4+50 {iJt SECTION 13041-CE-0203 ~ 5+00 SCALE: 1" = 40' HORIZ, 1" = 20' VERT. GUN BARREL I ~PRIMARY CONTAINMENT, CORRUGATED STEEL TOP EL.= 8130.0 ) i ' ' __ ,__ ' 1..1.:: == - - - - - -==::::::., ~ 20' 5+50 6+00 TANK BASE AND BOTTOM OF CONTAINMENT EL.= 8076.50 6+50 7+00 7+50 I I PRODUCED WATER TANK I __.--i--wECEIVING TANK (FUTURE) 1 " : 8100~-~--~--~--~---~~--~..-t~--~--t-~~~.......;~- 2' ........ I ---' I I HIGH WATER EL.= 8082.17 8076.50 - TK-202 (FUTURE) I l:......+~--+~~~--1~--11---~1---~1--~~~~ I I I I I lt--1 _ __;_·· 1 % (TYP) ,;,;_;;_;;,;,;_;;_;;;:;_i,'"" I I I I PROPOSED GRADE ------ "["'-" - -__;,_ ' ' --: ) -..... ---- \._CONTAINMENT BASE SLOPES 1% FROM BERM TO PRIMARY CONTAINMENT - EXISTING GROUND I 2 8100 TOP OF CONTAINMENT BERM EL. = 8082.5 CONTAINMENT@ TOE OF BERM· EL.= 8077.2 8+00 8+50 8100 8050 8000..._~~~-'-----'~~·'"--~-'--~-'-----'-~-L~~-'-~...l.-~--'-~--'-~-'-~-l.....~-l..~--''---~~-L~-'---'--~-'--~-'-~--"~~"'-~~~....JI.~~'--~-'-'~...;...~--'~~...._~_._~~~--> 8000 0+00 0+50 NOTES 1. REFERENCE DRAWING 13041-CE-0101 FOR SITE PLAN INFORMATION. 2. REFERENCE DRAWINGS 13041-CE-0201AND0202 FOR SITE GRADING. 3. REFERENCE DRAWING 13041-CE-0203 FOR SITE SURFACING INFORMATION 4. REFERENCE STRUCTURAL DRAWINGS 13041-SC-100 FOR PRIMARY CONTAINMENT INFORMATION. 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 ('00 SECTION 13D41-CE-0203 ~ 5+00 SCALE: 1" = 40' HORIZ, 1" = 20' VERT. 5+50 SCALE AS-NOTED 6+00 6+50 7+00 7+50 8+00 8+50 DATE CLIENT BERRY PETROLEUM COMPANY 4" CRUSHED GRANITE SURFACE 3' •I I• H BENTOMAT OR SPRAY-ON CONTAINMENT LINER (ALL SURFACES INSIDE OF CONTAINMENT AREA TO EL. 8082.5) EARTH BERM COMPACTED TO 95% MPD NO SCALE Know w11ars below. - Call before you dig. TITLE PROJECT NO. This document is copyrighted :and is an instrument of service by Samuel Engineering (SE), It was prepared solely for the Owner's/Client's use on this CH JK c 01·03·14 MAS DESIGNm MAS 08-07-13 HOUSE LOG TANK FACILITY 13041-01 RE-ISSUED FOR PERM!ffiNG projectonly, Use,copyor 01-11-13 MAS ORAWN MAS 08-08-13 LocATION GARFIELD COUNTY, CO disclosureofanyinformation l-----+-------------t---+--l--f---1f--+--------------+----l--+-+---+---+-+-+==::..:.:.::..:..::.::=.:=-------+---+---1f--------f-----t-------------------i CIVIL shown, in whole or in part, without @ SE'sconsent,~strictlyprohiblted, OB·OB-13 MAS CHECKEOO JK 08-08-13 S I E . . GRADING SECTIONS isacopyrightbreachandmaybe 1-----+-------------t---+--l--+---il--+-------------+---+--+-+--+---+-+-+"=;..;.;;.;,;.;,,;;;.;;.;,;.;.;=-------+---+---i'--------r-----; amue ng1neer1ng prosecuterl. Any unauthorized LJWG NO, DE s c R ! p TI 0 N DE s c RI p TI 0 N DATE BY APPROVED: We Provide Solutions reuse shall be at the sole risk of 8450 E. Crescent Parkway, Suite 200 Phone: 303.714.4840 the user. REFERENCE DRAWINGS REVISIONS APPROVED• Greenwood Village, CO 80111 Fax: 303.714,4600 CH JK B ISSUED FOR PERMITIING CH JK A ISSUED FOR PERM!ffiNG DATE 8Y . " -ffi NO . DESCRIPTION • uW uw ~ wU ~~ z "~ u w o< Ou w REVISIONS ~ [:; ocz I u ow u t; 5 . " NO . • uw wU WW ~ z a'f aG 0 ~ w oc< ocz I u ol< ow 0 DRAWING NUMBER ROV 13041-CE-0204 c A B c D E F G H 1 2 3 4 1 2 3 A ROD DIA. (SEE TABLE) HEAVY HEX NUT TACK WELD OR STAKE _/ THREADS STANDARD THREADED ROD AS SHOWN ; HEAVY HEX NUT WITH PLATE WASHER (SEE TA3LE & NOTES) T.O. ROUGH CONC '\ (TOG) :0: F' "' Gl' z --' w ., --' <( ,_ ,_ z w Ww ::< "' a -w ., ii'! STAKE THREADS (DO NOT WELD) HIGH STRENGTH THREADED ROD ROD DIA. (0) Y, % % Ys 1 1Y, 114 1% 1Y, 1% 2 21-4 2)j 3 B EMBEDME~T LENGTH "A" STANDARD HIGH STRENGTH TYPE TYPE AR HAR F-1554 F-1554 GRADE 36 GRADE55 'A" ~A" 7 7 9 9 12 12 14 14 16 16 16 16 20 20 22 22 24 24 26 26 26 28 32 32 36 36 52 ' 52 ANCHOR ROD DETAIL SCALE: NONE NOTE: F1554GR105 MAY BE REQUIRED AS SPECIFIED ON THE DRAWINGS. ~ HEAVY HEX NUT ROD DIA, (SEE TABLE) I i r w1rn PLATE WASHER. >=iii':--.-------F= (SEE TABLE & NOTES) ~ 5 ~ "' F er o &:l 0 us a ~ g§ "' ') ,_ 0.. a. w w !!l. I CUT SLEEVE FLUSH WITH TOP OF CONCRETE AND FILL WITH GROUT DURING GROUT PLACEMENT T.0. ROUGH CONG (TOC) ¢=='=='==*• ./ WILSON SLEEVE BY , SINCO PRODUCTS INC. (OR APPROVED EQUIVALENT! INSTALL PER MANUFACTURERS RECOMMENDATIO~S -I ! r1- ~---=t=J' SLEEVE DIA "D". (SEE TABLE) HEAVY HEX NUT ROD DIA. (0) y, % % Ys 1 tVS ti\ 1% t1li I 1% ' 2 21-4 ' 2)j • EMBEDMENT LENGTH "A" I HIGH STANDARD STRENGTH TYPE TYPE SAR HSAR F1554 F1554 GRADE 36 GRADE 55 ff Av "A" 12 • 15 16 : 19 19 . 21 21 24 26 • 29 28 31 30 ' 33 37 41 39 43 .. 41 47 46 55 50 59 60 : 72 I WASHER THICKNESS . : y, Y. y,, : % . y, : : % . J: ,_ OJ ::i: z w Cl --' ' w w I > > w w w w --' ..J "' "' -- 'D" "E" --- 2 5 2 7 2 7 2 7 3 10 3 10 3 10 4 15 4 15 4 15 4 18 4 18 6 24 'SEE AR/HAR RODS TABLE FOR WASHER THICKNESS TACK WELD OR STAKE THREADS STANDARD THREADED ROD AS SHOWN STAKE THREADS (DO NOT WELD) HIGH STRENGTH THREADED ROD SLEEVED ANCHOR ROD DETAIL GRATING ,-- %6'0 NAIL I HOLE@ 24" O.C. _j SCALE: NONE - D (1" MIN.) 114" Y,• BAR. MATCH -/GRATING HEIGHT //r-Ys v 2-12 ~ %"0 x 4Ys" NELSON STUDS TRENCH ANGLE DETAIL ~18"0.C.(OREQUIVALENT) SCALE: NO'E FOUNDATION COMMON FILL (TYP.) ~ \\~ 24" )5 .· . /_11 2 "' FILL ROCK OVER-EXCAVATION ROUGH SPOTS WITH N c5 D < 6" (APPROX.) I 8" OF SELECT STRUCTURAL _jl FILL COMPACTED TO 95% MPD LEAN CONCRETE (MUD SLAB) AND CURE. LIMIT PROTRUSION OF ROCKS INTO UNDERSIDE OF FOUNDATION TO 1' FOUNDATION ON SOIL FOUNDATION ON ROCK TYPICAL FOUNDATION CONSTRUCTION DETAIL SCALE: NONE f------t------------------- FORMED SLOT c D EMBEDMENT LENGTH "A" z -/ HAS-E OR HAS-SUPER EAR" HEAR" DRILL BIT o z IB ~ :5 z ~ 0.. - UJ LU 3:: ~ w"" 0 "' "' g: -c DRILL BIT DIA. ''B" (SEE TABLE) ROD DIA (SEE TABLE) I / THREADED ROD ASSEMBLY WITH NUT & WASHER' T.O. ROUGH CONG (TOG) ~ :r: ,_ "' -z~ w m --' "' ,_ ,_ z w Ww ::< "' 0 -w m ill ' HILTI ANCHOR ROD HIT-RE SOD-SD EPOXY ADHESIVE SYSTEM ROD STANDARD HIGH STRENGTH DUCTILE DIA. (0) HAS.E HAS-SUPER Fy=58 KS! Fy=105 KSI nA11 ~A~ y, 4)l 5 % 6 7 % 7 8 . ... Ys 8 9 ... 1 9 10 ... 1Y. 12 12 ---- ------------- ' SEE AR I HAR RODS TABLE FOR WASHER THICKNESS "CONTRACTOR MAY SUBSTITUTE EAR FOR AR RODS AND HEAR FOR HAR RODS USING AR I HAR TABLE EPOXY ANCHOR ROD DETAIL SCALE: NONE TYPICAL ANCHOR ROD NOTES: 1, NUTS SHALL BE ASTIM A-563, GRADE C, WASHERS SHALL BE ASTM F-436, 2. ALL DIMENSIONS ARE IN INCHES, USE ANSI B18.22.11965 (R2003) TYPE B, REGULAR FOR DIMENSIONS. DIA (0) 'B" ~6 % Ys 1 1Y, 1% 3. EDGE DISTANCE SHALL BE 5d OR 4" MIN. FOR STANDARD ANCHOR RODS; 7d OR 6" MIN. FOR HIGH-STRENGTH RODS. 4. ALL ANCHOR RODS PROJECTIONS SHOWN ON THIS DRAWING SHALL BE MEASURED FROM THE TOP OF THE ROUGH CONCRETE AND NOT FROM THE GROUT. ANCHOR RODS SHALL BE SET WITH A TEMPLATE. CLEAN OIL AND RUST FROM ALL ANCHOR RODS PRIOR TO PLACING 5. TYPICAL ANCHOR ROD CALL-OUT SHALL BE AS FOLLOWS: 314 AR 16 (12" + 4") ROD DIAMETER '_J I L PROJECTION TYPE OF ANCHOR ROD ------EMBEDMENT LENGTH ----TOTAL LENGTH E FIRST POUR SECOND POUR ( CONTROL JOINT 45 BAR DIA. / SEE DESIGN DRAWINGS LAP SPLICE / SAW CUT AS SOON AS PRACTICAL TO AVOID I RAVELING EDGE, HANDTOOLAND FILL WITH JOINT SEALER, OR USE PRE-MOLDED OR METAL / STRIPY," WIDE PER MANUFACTURER'S RECOMMENDATIONS I SPACE CONTROL JOINTS AS SHOWN ON DESIGN DRAWINGS I WITH JOINT SEALER ~ '\ / FOR REINFORCING I I I f SEE DESIGN DRAWINGS I FOR REINFORCING ' /,--.,---~-~ I I I • • • • • • D > 6'' 4" OF COMPACTED 4" OF COMPACTED CRUSHED STONE/ROAD BASE CRUSHED STONE/ROAD BASE TYPICAL SLAB ON GRADE DETAILS SCALE: NONE FOR OPENINGS 12' DIA. AND LARGER ADD DIAGONAL BARS AT CENTER OF PLACE BARS AS SHOWN IF OPENING IS SQUARE OR RECTANGULAR SLAB OR WALL SAME SIZE AS MAI' BARS ~ I \ \ NUMBER OF BARS EQUAL TO BARS CUT l NOTE: MAIN STEEL TO BE CUT OR BENT TO CLEAR SLEEVE ADDITIONAL REINFORCEMENT AT SLAB PENETRATIONS, AROUND SLEEVES IN WALL OR FLOOR AND AT ALL RE-ENTRANT CORNERS OF FLOOR SLABS SCALE: NONE ~1 FINISHED CONCRETE TOP ,,--6" SCH. 4D STEEL PIPE FILLED WITH CONCRETE PAINT 'OSHA' SAFETY YELLOW ,,--1 fi" 0 HOLE FILLED / WITH CONCRETE TYPICAL PIPE BOLLARD DETAIL SCALE: NONE SCALE: JDM C RE4SSUED FOR PERMIT 12120/2013 KLH DESIGNm : JDM B ISSUED FOR PERMIT 1011812013 KLH DRAWN> AS NOTED J. McKENDRY K. HOUGHTON F G EARTHWORK AND CONCRETE CONSTRUCTION NOTES I SPECIFICATION A. GENERAL SITE INFORMATION 1. DESIGN CODE= 2009; OCCUPANCY CATEGORY= II, GARFIELD COUNTY, CO, 2. SNOW LOAD= 75; (GROUND SNOW); Is= 1.0 3. WIND SPEED= 90 mph; EXPOSURE=" C ": I w = 1.0 4. SITE CLASS = ' C " 5. SEISMIC DESIGN PARAMETERS; S s = 0.296; F, = 1.2; S vs =O .237} SEISMIC DESIGN CATEGORY (SDC) = B · 1 = 1.0 S1 =0.069; F,• 1.7; S0.= 0.078 • E B. EARTHWORK AND FOUNDATION CONSTRUCTION 1. FOUNDATION CONSTRUCTION AND SITE PREPARATION METHODS SHALL FOLLOW RECOMMENDATIONS OUTLINED IN GEOTECHNICAL REPORT NO. 213-050 ; DATED JUNE 5,2013, PROVIDED BY YEH & ASSOCIATES, SPECIFIC REQUIREMENTS ARE AS FOLLOWS : A. FOUNDATION SYSTEM; SHALLOW SPREAD FOOTINGS B. FROST DEPTH : 42 C, SOIL COMPOSITION : SANDSTONE 2. EXCAVATION AND BACKFILL: A. FOLLOW SPECIFIC RECOMMENDATIONS OUTLINED IN PAGES (4 TO 7) OF THE REFERENCED ABOVE GEOTECHNICAL REPORT. B. ENTIRE AREA AROUND EACH FOUNDATION MUST BE THOROUGHLY PROBED FOR UNDERGROUND PIPE, CONDUIT, HIGH PRESSURE LINES, ETC. BEFORE ANY EXCAVATION BEGINS . H C. STRUCTURAL BACKFILL SHALL CONSIST OF GRANULAR NON-EXPANSIVE SAND, GRAVEL AND SAND-GRAVEL MIXTURES, WITH PLASTICITY INDEX BELOW 15, WITH 100% LESS THAN 3.5" SIZE ROCK AND MAX. 20% PASSING NO. 200 SIEVE. IT SHALL BE PLACED IN 8" MAX. LIFTS. STRUCTURAL FILL IN FOUNDATION AREAS SHOULD BE COMPACTED TO 95% OF THE ASTIM D-1557 MODIRED PROCTOR DENSITY. 3. SUBGRADE CONDITIONS SHOULD BE INSPECTED BY A GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF ANY CONCRETE. STRUCTURAL FILL SHALL BE INSPECTED AND TESTED. C. CONCRETE 1. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACl-301 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS LATEST EDITION, TO ACl-316-08 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. CONCRETE STRENGTH TEST SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF ACl-318 CHAPTERS. 2. CONCRETE AND REINFORCEMENT SHALL BE DESIGNED AND PLACED IN ACCORDANCE WITH THEACI BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACl-318-08. ACl-305 "HOT WEATHER CONCRETING" AND ACl-306 "COLD WEATHER CONCRETING' SHALL BE FOLLOWED IF REQUIRED. 3, CONCRETE PARAMETERS SHALL BEAS FOLLOWS: EXPOSURE CATEGORY & CLASS f 'c F c s p AT CEMENT WIG AIR MAX OTHER FREEZING CORROSION SULFATE PERMEABILITY 28 DAYS TYPE RATIO CONTENT SLUMP PROVISIONS THAWING PROTECTION EXPOSURE F2 I CO SD PO I 5000 psi I II I 0.45 6% 6" 9'' NIA LEAN CONCRETE SHALL BE (f' c) 1500 psi 4. AGGREGATES SHALL BE%" CRUSHED STONE CONFORMING TO "SPECIFICATION FOR CONCRETE AGGREGATES' ASTM C33. 5. WATER USED IN MIXING CONCRETE SHALL CONFORM TO ASTM C16D2. 6. REINFORCING BARS SHALL BE DEFORMED, INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO ASTM A615 (ASTIM A706 ORASTMA615 MEETING THE REQUIREMENTS OF ASCE 7 CHAPTER 14, SECTION 21.2,5.1) INCLUDING SUPPLEMENTARY REQUIREMENTS SI GRADE 60 FIELD SPLICES AND DEVELOPMENT LENGTH SHALL COMPLY WITH THE FOLLOWING SCHEDULE, UNLESS NOTED OTHERWISE: • • REBAR SIZE HDL TEL TEL TLS TLS TOP OTHER TOP OTHER .. ---- #4 7 25 19 32 25 #5 B 31 24 40 31 - ----- • #0 1D 37 28 48 37 • #7 12 42 7J 54 • #8 13 62 47 80 62 118 15 70 54 91 70 #1D 17 78 60 102 78 #11 19 87 67 113 87 REINFORCEMENT SHALL BE INSPECTED BEFORE CO,CRETE IS PLACED WHERE A. TEL= TENSION EMBEDMENT LENGTH TLS =TENSION LAP SPLICE LENGTH HDL =HOOK DEVELOPMENT LENGTH B. 'TOP" BARS ARE ALL HORIZONTAL BARS SO PLACED THAT MORE THAN 12" OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE DEVELOPMENT LENGTH OR SPLICE C. ALL BARS THAT ARE NOT "TOP" BARS ARE 'OTHER" BARS 7. CONCRETE PROTECTION FOR REINFORCEMENT -CLEAR DISTANCE FROM FACE OF CONCRETE TO BAR SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: A, CONCRETE DEPOSITED AGAINST GROUND OR VOID FORM: 3' B. CONCRETE SURFACES EXPOSED TO WEATHER OR IN CONTACT WITH GROUND AFTER REMOVAL OF FORMS: 1112' FOR #5 BARS AND SMALLER, 2" FOR #fl THROUGH #18. C. SURFACES NOT EXPOSED TO GROUND OR WEATHER: 314" FOR SLABS AND WALLS WITH #11 AND SMALLER BARS, 1 518' FOR BEAMS AND COLUMNS. 8. EXPANSION JOINT MATERIAL FOR EXPANSION OR ISOLATION JOINTS SHALL BE PREMOLDED, BITUMINOUS IMPREGNATED FIBERBOARD CONFORMING TO ASTM D994. JOINT THICKNESS SHALL BE 112" UNLESS NOTED OTHERWISE ON DESIGN DRAWINGS. 9. JOINT SEALANT FOR ALL CONCRETE CONTROL, CONSTRUCTION AND ISOLATION JOINTS SHALL BE SIKAFLEX-1A BY SIKA CORP., OR APPROVED EQUAL. 10. GROUT USED FOR VARIOUS APPLICATIONS SHALL BE AS FOLLOWS: A. GROUT USED FOR STRUCTURAL STEEL COLUMN BASE PLATES SHALL BE PREPACKED, HIGH-FLUIDITY NON-SHRINK, NATURAL AGGREGATE GROUT SUCH AS "MASTERFLOW 713 PLUS" BY BASF (FORMERLY MASTER BUILDERS) OR APPROVED EQUAL. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION. SPACE BETWEEN THE ANCHOR RODS AND OVERSIZED HOLES IN THE BASE PLATE SHALL BE FULLY GROUTED WITH NON-SHRINK GROUT TO ASSURE PROPER SHEAR TRANSFER. GROUTING SHALL BE PERFORMED ONE BOLT AT A TIME, WHILE OTHER BASE PLATE RODS ARE FULLY TIGHTENED. B. GROUT USED FOR GROUTING COMPRESSORS, TURBINES, LARGE PUMPS, AND OTHER RECIPROCATING OR ROTATING EQUIPMENT THAT REQUIRES EPOXY GROUTING AS SHOWN ON DESIGN DRAWINGS SHALL BE "FIVE STAR HP" EPOXY GROUT BY FIVE STAR PRODUCTS, INC. OR APPROVED EQUAL. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION. C, GROUT USED FOR DRILLED AND EPOXY-GROUTED REBARS SHALL BE HILT! HIT-RE-500-SD EPOXY OR APPROVED EQUAL. 11. VOID FORM MATERIAL SHALL BE "SURE VOID" OR APPROVED EQUAL. KEEP VOID FROM MATERIAL DRY DURING PLACEMENT AND INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. VOID FORM SHALL BE BIODEGRADABLE AND CAPABLE OF SUPPORTING THE FLUID WEIGHT OF THE CONCRETE. 12. ALL WELDING PROCEDURES, INCLUDING STUD WELDING, AND QUALIFICATIONS SHALL BE IN ACCORDANCE WITH AWS D1 .1. 13. ALL SLABS SHALL BE GIVEN A FLOAT FINISH AS DESCRIBED IN ACl-301 UNLESS NOTED OTHERWISE. ALL WALKS AND EXTERIOR SLABS SHALL BE BROOM FINISHED AFTER CONCRETE HAS RECEIVED A FLOAT FINISH. 14. EXPOSED CORNERS SHALL BE CHAMFERED 314' UNLESS NOTED. 15. CHECK ALL ELECTRICAL, MECHANICAL AND PIPING DRAWINGS FOR EMBEDDED ITEMS (PIPE, CONDUIT, ETC.) AND BLOC KOUTS BEFORE PLACING CONCRETE. 16. IF REINFORCING OR MESH IS FIELD CUT FOR SMALL OPENINGS, CONDUIT, ELECTRICAL BOXES, ETC. CUT REINFORCING SHALL BE REPLACED WITH AN EQUIVALENT AREA OF STEEL. ALL SUCH BARS SHALL EXTEND 24" MINIMUM (OR MESH LAP 2") BEYOND CORNER DR EDGE OF OPENING IF NECESSARY. REINFORCING SHALL BE BENT TO PROVIDE THIS MINIMUM EMBEDMENT. MAKE ALL BARS CONTINUOUS AROUND CORNERS. 17. THE CONTRACTOR SHALL VERIFY ALL EQUIPMENT ANCHOR ROD DIMENSIONS AGAINST THE CERTIFIED EQUIPMENT DRAWINGS BEFORE PLACING CONCRETE. TOLERANCES FOR ANCHOR ROD LOCATIONS AND ELEVATIONS SHALL BE AS DEFINED IN THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) CODE OF STANDARD PRACTICE. 16. ALL WATER STOP SHALL BE BENTONITE FLEXIBLE STRIP WATERSTOP BY VOLCLAY DR APPROVED EQUAL. D .. CONTRACTOR'S .. MEANS AND METHODS 1. THE STRUCTURAL DRAWINGS AND NOTES REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. FOR THIS REASON. DURING ERECTION OF THE STRUCTURE AND/OR THE DEMOLITION OF THE STRUCTURE OR PORTIONS OF THE STRUCTURE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY BRACING TO WITHSTAND ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED, INCLUDING LATERAL LOADS, EXCAVATIONS, SHORING, STOCKPILES OF MATERIALS AND EQUIPMENT, IN ADDITION TD ANY WORKER SAFETY REQUIREMENTS. SUCH BRACING SHALL BE LEFT IN PLACE AS LONG AS IT MAY BE REQUIRED FOR SAFETY AND UNTIL ALL STRUCTURAL FRAMING AND DIAPHRAGMS ARE IN PLACE WITH CONNECTIONS COMPLETED. 2. DISCOVERY: DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS OR AS BUILT DIMENSIONS WHICH ARE NOT NOW KNOWN DR ARE AT VARIANCE WITH PROJECT DOCUMENTATION (DISCOVERY). SUCH CONDITIONS MAY INTERFERE WITH CONSTRUCTION OR REQUIRE PROTECTION AND I OR SUPPORT OF EXISTING WORK DURING CONSTRUCTION, OR MAY CONSIST OF DAMAGE OR DETERIORATION TO THE STRUCTURAL MATERIALS OR COMPONENTS WHICH COULD JEOPARDIZE THE INTEGRITY OF THE STRUCTURE(S) RELATED TO SUCH DISCOVERIES . 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCOVERY HE OR SHE IDENTIAES THAT MAY INTERFERE WITH THE PROPER EXECUTION OF THE WORK OR JEOPARDIZE THE INTEGRITY OF THE STRUCTURE(S) PRIOR TO PROCEEDING WITH WORK RELATED TO SUCH DISCOVERIES. E. CONTRACTOR'S COORDINATION 1. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS AND DETAILS BETWEEN ALL TRADES, SUBCONTRACTORS AND VENDOR SUPPLIED EQUIPMENT PRIOR TO COMMENCING ANY CONSTRUCTION. THE STRUCTURAL ENGINEER SHALL BE IMMEDIATELY NOTIFIED OF ANY INCONSISTENCIES RELATING TO THE STRUCTURE. FAILURE TO DO SO SHALL RELIEVE THE STRUCTURAL ENGINEER OF ALL CONSEQUENCES RELATED TO THE INCONSISTENCY. 2. SEE MECHANICAL, ELECTRICAL AND OTHER DISCIPLINE'S DRAWINGS FOR ADDITIONAL INFORMATION RELATING TO THE STRUCTURE. F. DRAWING CONVENTIONS 1. T.O.C. EL, INDICATES TOP OF CONCRETE ELEVATION. 2. B.0.C. EL. INDICATES BOTIOM OF CONCRETE ELEVATION. 3. SCALES NOTED ON DRAWINGS ARE ACCURATE FOR FULL-SIZE (24'x36") DRAWINGS ONLY. DA"E CLIEITT' BERRY PETROLEUM COMPANY TITLE PROJECT NO. 811412013 HOUSE LOG TANK FACILITY 13041-01 811512013 This document is copyrighted and is an instrument of service by Samuel Engineering (SE). It was prepared solely for the Owner'sfC!ient's use on this project only. Use, copy or disclosure of any Information shown, In whole or In pan. without SE's consent, is strictly prohibited, is a copyright breach and may be prosecuted, Any unauthorized reuse shall be at the sals risk of ths ussr. LOCATION' GARFIELD COUNTY, co i--~~~-r-~~~~~~~~~~~~~~-t-~t---+~-t-----1~-t--~~~~~~~~~~~~~~-+-~~-t----1~--1--~-1---~~+--+~1s=su~E=o=rn=R~C~Ll=ENT~R=EV=~=w~~~~~~~~l--~-+~+-~~~~~~~-+~~~--l-~~~~~~~~~....;~~~~~~~~~-1sTRUCTURALCONCRETE ' JDM A 812712013 KLH CHECKED' @ DRAWING NUMBER , 0 DE, 0 ., PT, 0 " DATE ,, APPROVED §}},~Ye~J01 §,~,9ineering GENERAL NOTES AND STANDARD DETAILS 15 l--'------------------'----'---1---------+-----I 8450 E. Crescent Parkway, Suite 200 Phone: 303.714.4840 ~ R EV I S I 0 N S APPRDVm Greenwood VIiiage, CO 80111 Fax: 303.714.4800 DESCRIPTION DESCRIPTION NO. REVISIONS DATE BY DWG NO. 13041-SC-OO 1 REFERENCE DRAWINGS A B c D E F G H 1 2 3 4 REV. c 1 2 3 A B c D E F G H 483'-0" 322'-0" 80'-6" - ' 161'-0" 161'-{)" ~-1 PIPE (SEE NOTE 7) ·----·······-------~~t--------------------t----------r-------'-----m---/ SUPPORT POST / (SEE NOTE 5) _,--3'-0" HIGH CORRUGATED STEEL CONTAINMENT SYSTEM PLANT NORTH ' __________________________ J -I!: TANKS __ -+---- \ ! TANK 1 CORRUGATED STEEL SHEET \ T.O. LINER EL. 8079'-3" (SEE NOTE 5) / IMPERMEABLE LINER TANK FOUNDATION (BY OTHERS) I SECTION SCALE: 1/2"=1'-0" NATIVE SOIL OR 8" (MIN.) OF IMPORTED STRUCTURAL FILL OR FLOWABLE FILL COMPACTED 95% MPD AS REQUIRED r SUPPORT POST I (SEE NOTE 5) ~ w >-0 2' iJj "' T.0. WALL EL. 8079'-6" (SEE NOTE 5) GRADE EL 8076'-6" (SEE NOTE6) 322'-0" GRADE JDM D JDM c JDM B JDM A '"',\ \ \ \ \ \ \ I I \ I I \ \ W.P. SEE NOTEZ SUMP PHASE 2 FUTURE PRELIMINARY CONTAINMENT -~------------' TANK CONTAINMENT PLAN ~ CONTAIMENT WALL 'f & CROSS-OVER ' ' I ' I ' SCALE: 1 '=20'-0" / STANDARD CROSS-OVER FROM BRISTAR SECONDARY CONTAINMENT I'""'· ~-----'--'-----r ' \ I '-IMPERMEABLE LINER ' I ' I SECTION SCALE: 112'=1'-0' ISSUED FOR PERMIT SEE SECTION A FOR ADDITIONAL INFORMATION REISSUED FOR CLIENT REVIEW ISSUED FOR CLIENT REVIEW 12/2012013 KLH SCALE; 1011812013 KLH DESIGNED: 914/2013 KLH DRAWN: 8/27/2013 KLH CHECKEn: AS NOTED J. McKENDRY K. HOUGHTON / (TYP.) / // . I : \ I I \ 1 ' , i WP \ 11 v SEENDTE2 L ! ---------------1------------ ~ ' \ I \ I \ I \ f \ I ~\~ /~ ' / ~ / CROSS-OVER (FIELD LOCATE) (TYP. 2 PLACES) PHASE 1 PRELIMINARY CONTAINMENT 161'-0" GRATING PUMP r ~l (BY OTHERS) !BY OTHERS) \ -IMPERMEABLE LINER I (CONTINUE INTO SUMP BOX) T.0.C. EL. 8076'-6" NOTES: ' . I i - / BY BRISTAR SECONDARY CONTAINMENT (SEE NOTE 5) {TYP.) -4JP. I I < I I < < I I I I • 1. SEE DRAWINGS 13041-SC-001AND13041-SC-002 FOR GENERAL NOTES AND STANDARD DETAILS. i ! 2, SEE DRAWING 13041-CE-0101 FOR TANK AND SUMP LOCATION AND ORIENTATION, lJ 3. ALL THE COMPONENTS AND LINER INSTALLATION LAYERS OF THE CONTAINMENT SYSTEM SHALL BE PER BRISTAR SECONDARY CONTAINMENT'S SPECIFICATION. DATE 811412013 8/14/2013 SECTION SCALE: 112"=1'-0" 3'-0" SQ. x 3'·0" DEEP PRECAST SUMP BOX CLIENT! BERRY PETROLEUM COMPANY LOCATION! GARFIELD COUNTY, co 4. PROVIDE CONTINUOUS CONNECTIONS AT ALL SEAMS PER MANUFACTURERS RECOMMENDATIONS. 5. CONTAINMENT WALLS, SUPPORT POST DIAMETER, HEIGHT, EMBEDMENT SPACING AND CONFIGURATION BY BRISTAR SECONDARY CONTAINMENT, SEE DRAWINGS FOR SPECIFIED SYSTEM. 6. LEVEL GRADE AT AND AROUND CONTAINMENT. 7. REFERENCE STANDARD PIPING DRAWINGS FOR FIELD FIT SUPPORTS OVER PRIMARY CONTAINMENT WALL. TITLE PROJECT NO. HOUSE LOG TANK FACILITY 13041-01 DRAWING NUMBER This document is copyrighted and is an instrument of service by Samuel Engineering (SE). It was prepared solely for the Owner's/Clients use on this projeci only. Use, copy or disclosure of any Information shown, In whole or In part, wlthout SE's consent. is strictly prohibited, isa copyright breach and may be l-----i------------------1-_,f---f--+--+-+------------------+---+-+--+--+--f---l-+------------------!----l'"--t --------r-----i ~ ~e~TvYee,L~o~sgineering 1--'"--------------------~--t----------i--------o ~ 8450 E. Crescent Parkway, Suite 200 Phone: 303.714.4840 STRUCTURAL CONCRETE TANK CONTAINMENT PLAN AND SECTIONS prosecuted. Any unauthorized DWG NO. reuse shall be at the sole risk of l-----..._-----------------1 the user. e• bffi NO. DESCRIOOT!ON DATE BY e• ,• NO. DESCRl!-'TIO' DATE gy APPROVED; -OW uW hl t:ll uO ~* " , wo " z ,. 0 ,~ "~ u w ft~ 00 w REVISIONS ~ ~~ 00 w REVISIONS APPROVED: " ., r •z r u ~~ <W u u <W u DESCRIPTION REFERENCE DRAWINGS Greenwood Village, CO 80111 Fax: 303.714A800 13041-SC-100 A B c D E F G H 1 2 3 4 REV. D 1 2 3 PLANT NORTH A B GRAVEL PAD _/ (BY OTHERS) c TANKS ,r-TANK D E F 9·-0~ 22'-0' - I~,~ /----~\ i \ I I \ I . \ I i \ I ; _L \ -~--------r-------t---------~-------~ ---+- \ ' I I ' WP I -4fP. \ I I \ I SEENOTE2 I \ . I , ",, I ,,/ , -~--r-~--~---r -~-- CROSS-OVER(FIELDLOCATE) J ......J TANK CONTAINMENT PLAN SCALE: 114"=1 '-0' \_SUPPORT POST (SEE NOTE 5) (TYP.) \_ 3'-0" HIGH CORRUGATED STEEL CONTAINMENT SYSTEM BY BRISTAR SECONDARY CONTAINMENT (SEE NOTE 5) (TYP.) 4. CONTAIMENT WALL & CROSS-OVER ~~~( -STANDARD CROSS-OVER FROM I BRISTAR SECONDARY CONTAINMENT ' ,, ' ' ' ' ' ' ' ' ,- ' ' li ' ' ' :': 1ii ' ' ' ' ' ' ' ' ' ' ' ' ' < .... ";" CORRUGATED STEEL SHEET\ \ T.O. LINER EL. 8129'-3' (SEE NOTE 5) IMPERMEABLE LINER \\ '--NATIVE SOIL OR 8" (MIN.) OF IMPORTED STRUCTURAL FILL OR FLOWABLE FILL COMPACTED 95% MPD AS REQUIRED SECTION SCALE: 112"=1'-0' r SUPPORT POST I (SEE NOTE 5) JDM D JDM c JDM B JDM A T.O. WALL EL. 8129'-6" (SEE NOTE 5) GRADE EL. 8126'-6" (SEE NOTE 6) PERMT ISSUED FOR PERMIT REISSUED FOR CLIENT REVIEW ISSUED FOR CLIENT REVIEW GRADE 12120/2013 KLH SCALE: 1011812013 KLH DESIGNED: 91412013 KLH DAAWN; 8/2712013 KLH CHECKED: AS NOTED J. McKENDRY K. HOUGHTON SECTION SCALE: 112'•1'-0' SEE SECTION A FOR ADDITIONAL INFORMATION \ 1-IMPERMEABLE LINER DATE CLIEtfT• BERRY PETROLEUM COMPANY 811412013 8/1412013 LOCATIO,, GARFIELD COUNTY, co This document is copyrighted and is an Instrument of seNice by Samuel Engineering (SE). It was prepared solely for the Owner's/Client's use on this project only. Use; copy or disclosure of any Information shown, in whole or in par1, without SE's consent, ls strictly prohibited, is a copyright breach and maybe 1------1--------------------1---+---+---+---l--+-------------------+----i---1--1---+-----i--!--------------------+---+-__. ~ 8e~~yee;,t§~;Jineering 1-~-------------------------t----------4-----i ~ 8450 E. Crescent Parkway, Suite 200 Phone: 303.714.4840 prosecuted. Any unauthorized reuse shal! be al the sole rfsk of the user. D'NG NO. A DESCRIPTION REFERENCE DRAWINGS t; ffi z wO 6~ ~ rr < u "~ B Dffi NO. DESCRIPTION DATE WW ~ 6~ hl REVISIONS "z Ii "w c BY tJffi ~rr NO. DE::SCRIPT!ON DA" BY APPR.OVED: u~ c wO !!;~ < 7 ,< u w oz 00 w REVISIONS APPRnVED: :; •< rr z r u "~ "" u Greenwood VIiiage, CO 80111 Fax: 303.714.4800 D E F G H NOTES: 1. SEE DRAWINGS 13041-SC-001AND13041-SC-002 FOR GENERAL NOTES AND STANDARD DETAILS. 2. SEE DRAWING 13041-CE-0101 FO'l TANK LOCATION AND ORIENTATION. 3. ALL THE COMPONENTS AND LINER INSTALLATION LAYERS OF THE CONTAINMENT SYSTEM SHALL BE PER BRISTAR SECONDARY CONTAINMENTS SPECIFICATION. 4. PROVIDE CONTINUOUS CONNECTIONS AT ALL SEAMS PER MANUFACTURERS RECOMMENDATIONS. 5. CONTAINMENT WALLS, SUPPORT POST DIAMETER, HEIGHT, EMBEDMENT SPACING AND CONFIGURATION BY BRISTAR SECO~DARY CONTAINMENT. SEE DRAWINGS FOR SPECIFIED SYSTEM. 6. LEVEL GRADE AT AND AROUND CONTAINMENT. TITLE PROJECT NO. HOUSE LOG TANK FACILITY 13041-01 STRUCTURAL CONCRETE DRAWING NUMBER TANK CONTAINMENT PLAN AND SECTIONS 13041-SC-101 G H 1 2 3 4 REV. D 8450 E. Crescent Parkway, Suite 200 Tel: 303-714-4840 Greenwood Village, Colorado 80111-2855 Fax: 303-714-4800 GENERAL SPECIFICATION SPECIFICATION 00100 SITE CONDITIONS FOR Berry Petroleum Company House Log Tank Facility Project Number 13041 Orig./Lead Eng.: R Eldridge Date 9/10/13 Project Engineer Approval: Date Project Manager Approval: Date Client Approval: Date Rev. No. By Revisions Approval Date A RE ISSUED FOR REVIEW 9/10/2013 B RE ISSUED FOR PERMITTING 11/12/2013 Engineering  Project Controls  Estimating  Construction Management Samuel Engineering, Inc.SE We Provide Solutions Berry Petroleum Company GENERAL SPECIFICATION 00100 House Log Tank Facility SITE CONDITIONS PROJECT NUMBER: 13041 REV. B DATE: NOV 13, 2013 PAGE 1 Samuel Engineering, Inc.SE We Provide Solutions 1.0 SCOPE OF WORK These standards are applicable to every Performance Specification. In case of a conflict with a particular Performance Specification, the requirements contained in the Performance Specification shall govern. 2.0 PROJECT LOCATION The project’s location is in Garfield County, CO 3.0 ACCESS Access is by 4.0 SITE CONDITIONS Elevation (AMSL) Plant elevation, feet 8100 Ambient Temperatures Maximum summer, °F 100 Minimum winter, °F -30 Barometric pressure mean, psi 10.9 Design Loads Precipitation Rain, inches/24 hr 3 Wind IBC basic wind speed miles/hr 90 IBC exposure C S:\Projects\13041-01_House_Log_Tank_Facility\DocumentControl\A_Work\Drawings For Permit\ELECTRICAL - NEED UPDATES DUE 11-14\00100 General Specifications.docx Berry Petroleum Company GENERAL SPECIFICATION 00100 House Log Tank Facility SITE CONDITIONS PROJECT NUMBER: 13041 REV. B DATE: NOV 13, 2013 PAGE 2 Samuel Engineering, Inc.SE We Provide Solutions Earthquake, IBC Seismic Design Category B Site Class C S DS 0.237g S D1 0.078g Snow load psf 75 5.0 AVAILABLE UTILITIES AVAILABLE UTILITIES Instrumentation air (dry and oil free) 825 kPa (120 psig min) END OF SECTION 0100 S:\Projects\13041-01_House_Log_Tank_Facility\DocumentControl\A_Work\Drawings For Permit\ELECTRICAL - NEED UPDATES DUE 11-14\00100 General Specifications.docx 8450 E. Crescent Parkway, Suite 200 Phone: 303-714-4840 Greenwood Village, Colorado 80111 Fax: 303-714-4800 PERFORMANCE SPECIFICATION 16230 NATURAL GAS ENGINE PRIME POWER GENERATOR FOR Berry Petroleum Company House Log Tank Facility Project Number: 13041 Orig./Lead Eng.: R Eldridge Date 9/9/13 Project Engineer Approval: Date Project Manager Approval: Carsten Hannen Date 9/19/13 Client Approval: Date Rev. No. By Revisions Approval Date A RE ISSUED FOR REVIEW 9/9/2013 B RE ISSUED FOR PERMITTING 11/12/2013 C RE ISSUED FOR PERMITTING – INCREASE P205 TO 300HP Engineering  Project Controls  Estimating  Construction Management Berry Petroleum Company PERFORMANCE SPECIFICATION 16230 House Log Tank Facility NATURAL GAS ENGINE PRIME POWER GENERATOR PROJECT NO.: 13041 REV. C, DATE: September 9, 2013 PAGE 1 of 12 1.0 SCOPE OF WORK This specification covers the minimum requirements for the design, materials, fabrication, inspection, testing, delivery and plant commissioning services for a complete pre-packaged natural gas engine power generating set as indicated in this document, the attachments and reference documents. The equipment is for a tank facility in Garfield County, CO 2.0 DESCRIPTION OF EQUIPMENT Equipment Number Description G-400 400 kW, 480V, 3-phase, 60Hz, Natural Gas Engine Power Generator G-401 135 kW, 480V, 3-phase, 60Hz, Natural Gas Engine Power Generator The unit will include, but not be limited to, the following: • Electronic control panel for generator and engine control and monitoring. • Engine fuel transfer, cooling, lubricating, exhaust and electric starting systems. • Individual remote mounted horizontal radiators. • Single bearing, wye connected, static regulated, brushless excited, 480V, 3 phase, 4-wire generator. • Two or four-stroke-cycle natural gas engine. 3.0 DUTY The generating plant shall be for prime power duty and shall satisfy the duty and service requirements specified in the Attachment A documents. The generator unit will be located outdoors in sound attenuated weatherproof enclosure and will be exposed to the elements and conditions described in Site Conditions Specification No. 00100. 4.0 OPERATING CONDITIONS AND DESIGN REQUIREMENTS General The natural gas engine prime power generators shall be designed for a total minimum of 400 kW and 135 kW prime power operation based on the altitude and ambient S:\Projects\13041-01_House_Log_Tank_Facility\DocumentControl\A_Work\Drawings For Permit\ELECTRICAL - NEED UPDATES DUE 11-14\16230 Natural Gas Engine Prime Power Generator.docx Berry Petroleum Company PERFORMANCE SPECIFICATION 16230 House Log Tank Facility NATURAL GAS ENGINE PRIME POWER GENERATOR PROJECT NO.: 13041 REV. C, DATE: September 9, 2013 PAGE 2 of 12 temperature conditions listed in Site Conditions Specification 00100. Unless otherwise noted, the design, fabrication and testing of the engine generator shall be in accordance with the latest applicable standards specified in Section 7. The unit shall be skid-mounted into a package that is pre-piped, assembled and aligned. Batteries, battery rack, battery cables, and controls shall be furnished and installed on the skid. A battery charger shall be shipped separately. Sequence of Operation Power will be delivered to MCC-001 via generator G-400, where the electrical loads will be powered sequentially. Power will be delivered to MCC-002 via G-401, where the electrical loads will be powered sequentially. Generator sets shall be manually de- energized with appropriate load transfer and cool down delay. Engine The engine shall be turbo-charged, after-cooled, natural gas fueled, 2 or 4-stroke cycle, rated for prime power service. At rated generator voltage and frequency, the engine’s speed shall not exceed 1,800 rpm. Vendors shall include information and data for evaluating bids, such as piping calculations for fuel and coolant, life expectancy, maintenance records, efficiencies, projected operating costs, etc. The generating set shall be capable of starting up when cold and taking the rated load in 5 minutes or less. Vibration dampers shall be provided to prevent any natural frequency resonance from damaging the surrounding support foundations. Vendor shall also certify that a torsional analysis was performed on the set so that any critical speeds that arise will not damage the crankshaft or rotor. A separate oil filter for the turbocharger shall be provided. Jacket Water Cooling System The unit shall be furnished with a complete self-contained liquid coolant system containing a circulation pump, remote horizontal radiator with cooling fan, liquid expansion tanks with flexible-to-rigid piping and ductwork connections, cooling water in and out temperature gauges on the pipe with thermowells, and all necessary instrumentation and control. Provide calculations on type and sizing of radiators. Radiators must be an integral part of S:\Projects\13041-01_House_Log_Tank_Facility\DocumentControl\A_Work\Drawings For Permit\ELECTRICAL - NEED UPDATES DUE 11-14\16230 Natural Gas Engine Prime Power Generator.docx Berry Petroleum Company PERFORMANCE SPECIFICATION 16230 House Log Tank Facility NATURAL GAS ENGINE PRIME POWER GENERATOR PROJECT NO.: 13041 REV. C, DATE: September 9, 2013 PAGE 3 of 12 the containerized unit. The coolant circulation pump shall be engine-driven. The coolant shall be as recommended by Manufacturer. A 120V, single phase, 60Hz jacket water heater shall be provided. The heater shall be sized according to manufacturer’s standard and interlocked to the engine’s coolant pressure switch. Jacket water heater shall be equipped with isolation valves to allow removal of the heater without draining the cooling system and a temperature control sensor utilizing a dry well bulb type thermostat. Exhaust The engine shall be furnished with a hospital grade exhaust silencer and include calculations for back pressure. The silencer shall be shipped loose, complete with flexible connections between the turbocharger and the solid piping. Pipe supports shall be provided within 4 ft of the turbocharger. Vendor shall certify the noise level of the exhaust system. The engine shall be furnished with a catalyst to meet the following emissions requirements: NO x Limit: 0.30 g/bhp-hr CO Limit: 0.40 g/bhp-hr NMNEHC Limit: 0.50 g/bhp-hr Formaldehyde Limit: 0.05 g/bhp-hr Fuel System Fuel will be natural gas. The engine manufacturer shall state the gas chemical composition required for smooth operations. The fuel system shall be complete and shall provide the engine with the correct fuel-air ratio in conjunction with engine governor. The system shall be complete with a fuel meter, automatic fuel on/off valve, flexible connections and necessary fuel piping, valves and fittings for a complete system. A system shall be provided as an option for an emergency shutdown of the fuel supply in case of a fire. A “fusible link” valve or thermostat controlled fire protection valve shall be included in the optional system. S:\Projects\13041-01_House_Log_Tank_Facility\DocumentControl\A_Work\Drawings For Permit\ELECTRICAL - NEED UPDATES DUE 11-14\16230 Natural Gas Engine Prime Power Generator.docx Berry Petroleum Company PERFORMANCE SPECIFICATION 16230 House Log Tank Facility NATURAL GAS ENGINE PRIME POWER GENERATOR PROJECT NO.: 13041 REV. C, DATE: September 9, 2013 PAGE 4 of 12 Lubrication Engine lubrication shall be by full pressure system. Include a schedule for preventative maintenance. A separate lube oil circulation pump and system shall be furnished for when the unit is down. The lubrication system shall include full flow oil filter equipped with a cartridge type filter element and bypass piping. During operation, the lubrication pump shall be an internal crankshaft driven pump. A 120V, single phase, 60Hz lube oil heater shall be provided. Also, lube oil in and out temperature gauges shall be provided on the lube oil piping. Governor System The engine shall be equipped with an electronic governor capable of maintaining an isochronous speed of +/- 0.25% steady state from no load to full load. Starting System Generator set shall have a starting control system, including electric starting motor, standard lead-acid batteries, a secondary containment type battery rack, battery charger and battery cables. Starting system shall be capable of 10 cranks at 30 seconds each with a 2 minute rest period between cranks. Starting system voltage shall be 24 VDC. Generator The generator shall be rated 480V, 3-phase, 4-wire, 60Hz with the neutral brought out to the terminal box. The generator shall have Class F insulation minimum and a Class H temperature rise. The generator shall be of the brushless synchronous type with rotating exciter designed in accordance with NEMA MG-1 and MG-2. It shall be capable of a generator rated fault for 30 seconds and 300% fault for 10 seconds. Generator voltage drop shall be limited to 2% from no load to full load. The excitation shall be manually adjustable from 50 to 100% of rated values with means for adjusting terminal voltage from +10% to –25% of rated voltage. The generators shall be rated with a telephone influence factor (TIF) of less than 50 and a total harmonic distortion (THD) of less than 3%. The generator shall be complete with an automatic solid state voltage regulator that is equipped with a manual voltage control to allow manual voltage adjustment from the front of the control panel enclosure. This shall be complete with a manual/off/auto control switch. The voltage regulators shall be the solid state type to provide +/- 2% S:\Projects\13041-01_House_Log_Tank_Facility\DocumentControl\A_Work\Drawings For Permit\ELECTRICAL - NEED UPDATES DUE 11-14\16230 Natural Gas Engine Prime Power Generator.docx Berry Petroleum Company PERFORMANCE SPECIFICATION 16230 House Log Tank Facility NATURAL GAS ENGINE PRIME POWER GENERATOR PROJECT NO.: 13041 REV. C, DATE: September 9, 2013 PAGE 5 of 12 regulation, steady state. Neutral Grounding Resistor Not required. Control System A skid mounted control system shall control the unit during startup, shutdown and running conditions, as well as provide necessary monitoring of various parameters during operation. Battery Chargers Battery charger shall be skid mounted or located inside the enclosure when applicable. An off/on switch, an equalizing charge switch, a D.C. ammeter and a D.C. voltmeter shall be mounted on the charger face. Maximum charging rate shall be 10 amps. Control Panel The unit shall be provided with a digital LCD controller with the following display and control features: • Power metering • Protective relaying • Real time clock • Engine and generator control monitoring • Operating information and diagnostics • Inputs and outputs (digital) • Ethernet communications for remote monitoring • Dry contacts for running and alarm conditions • Alarm and status conditions • Control panel must contain emergency stop pushbutton • Control panel must contain manual/off/remote selector switch Power Termination • 3-Pole 100% circuit breaker • Bottom entry • Circuit breaker aux contacts S:\Projects\13041-01_House_Log_Tank_Facility\DocumentControl\A_Work\Drawings For Permit\ELECTRICAL - NEED UPDATES DUE 11-14\16230 Natural Gas Engine Prime Power Generator.docx Berry Petroleum Company PERFORMANCE SPECIFICATION 16230 House Log Tank Facility NATURAL GAS ENGINE PRIME POWER GENERATOR PROJECT NO.: 13041 REV. C, DATE: September 9, 2013 PAGE 6 of 12 5.0 MATERIALS OF CONSTRUCTION All materials of construction for this equipment, components and accessories shall be new and of a type and grade suitable for the duty and requirements indicated in this document and free from all imperfections affecting performance. If vendor is to provide used unit, all materials of construction for this equipment, components and accessories shall be used and refurbished to a grade suitable for the duty and requirements indicated in this document. There shall be no substitution of materials without prior written approval from Engineer. 6.0 NOISE CONTROL REQUIREMENTS The noise level of the equipment shall not exceed 85dBA as measured at any point 3 feet from the equipment. If it is impractical to reduce the noise level to 85dBA, Vendor shall specify the operating noise level. If noise levels higher than 85dBA can be reduced by additional measures, Vendor shall include a description and cost of the additional measures and specify the original noise level and the resulting reduced noise level 7.0 CODES AND REGULATIONS Equipment and materials shall be designed and manufactured accordingly to the applicable parts of the latest amendments of the following codes and standards. AGMA American Gear Manufacturers Association AISC American Institute of Steel Construction ANSI American National Standard Institute API American Petroleum Institute ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials DEMA Diesel Engine Manufacturing Association EGSMA Electrical Generating Systems Marketing Association EPA Environmental Protection Agency ICEA Insulated Cable Engineers Association IEC International Electrotechnical Commission S:\Projects\13041-01_House_Log_Tank_Facility\DocumentControl\A_Work\Drawings For Permit\ELECTRICAL - NEED UPDATES DUE 11-14\16230 Natural Gas Engine Prime Power Generator.docx Berry Petroleum Company PERFORMANCE SPECIFICATION 16230 House Log Tank Facility NATURAL GAS ENGINE PRIME POWER GENERATOR PROJECT NO.: 13041 REV. C, DATE: September 9, 2013 PAGE 7 of 12 IEEE Institute of Electrical and Electronic Engineers ISO International Standards Organization NEC National Electrical Code NEMA National Electrical Manufacturers Association UBC Uniform Building Code All applicable state, county and local codes. Equipment manufactured as per other equivalent international standards will be acceptable. Where such standards are used, Vendor shall submit reference data and information sufficient for Purchaser to evaluate the quality and performance of the equipment. 8.0 QUALITY STANDARDS Vendor shall provide quality control to applicable codes and standards. If quality control is less than applicable standards, Vendor shall supply details of specific requirements needed to meet the standards. Vendor shall be responsible for the testing and inspection of all material and work in accordance with this specification and all applicable codes, laws and regulations. A copy of test reports, calibration of all relays and meters, and inspection for materials used shall be available upon request by Engineer. Engineer and Owner representatives shall have all reasonable access to the work whether it is in preparation or progress. Vendor shall provide proper facilities for such access and for inspection. 9.0 MECHANICAL AND ELECTRICAL REQUIREMENTS Per manufacturer’s standard 10.0 INSTRUMENTATION AND CONTROLS REQUIREMENTS Per manufacturer’s standard 11.0 PAINTING REQUIREMENTS The proposed paint system shall be submitted to Engineer for review and approval. The paint system documents shall include the surface preparation specification, the brand and the specification number for the VOC compliant paint and the proposed color. Vendor shall supply one quart of touch-up paint with the equipment for field brush- applied touch-ups. The paint container shall include the manufacturer’s label and a date S:\Projects\13041-01_House_Log_Tank_Facility\DocumentControl\A_Work\Drawings For Permit\ELECTRICAL - NEED UPDATES DUE 11-14\16230 Natural Gas Engine Prime Power Generator.docx Berry Petroleum Company PERFORMANCE SPECIFICATION 16230 House Log Tank Facility NATURAL GAS ENGINE PRIME POWER GENERATOR PROJECT NO.: 13041 REV. C, DATE: September 9, 2013 PAGE 8 of 12 or code indicating date of manufacture. 12.0 WORK BY OTHERS Offloading, placing and installing equipment. Provide option pricing to perform scheduled initial site start-up and commissioning. Connection of all external power, control and piping. 13.0 INFORMATION REQUIREMENTS The Vendor shall complete a Technical Data Sheet, Attachment B, for each piece of equipment, or the package will not be considered complete. The drawings and Vendor information shall be supplied as indicated on the Vendor Drawing and Data Requirements form. Vendor shall provide weight of equipment, operating weight including impact, upset weight, drive details, center of gravity of loads, points of support and anchorage, moving parts and weights, direction of motion, and frequency, magnitude and direction of vibratory forces. Vendor shall supply all loads necessary for design of supports and foundations, anchor bolt size, locations and projections and any special grouting requirements. 14.0 ATTACHMENTS AND REFERENCE DOCUMENTS Attachments: Attachment A Specific Duty, Design and Service Requirements Attachment B Technical Data Sheet Reference Documents: Specification No. 00100 Site Conditions VDDR Vendor Drawing and Data Requirements form Reference Drawings: EE-100 Electrical One Line Diagram S:\Projects\13041-01_House_Log_Tank_Facility\DocumentControl\A_Work\Drawings For Permit\ELECTRICAL - NEED UPDATES DUE 11-14\16230 Natural Gas Engine Prime Power Generator.docx Berry Petroleum Company PERFORMANCE SPECIFICATION 16230 House Log Tank Facility NATURAL GAS ENGINE PRIME POWER GENERATOR PROJECT NO.: 13041 REV. C, DATE: September 9, 2013 PAGE 9 of 12 ATTACHMENT A – SPECIFIC DUTY, DESIGN AND SERVICE REQUIREMENTS Application: Natural Gas Engine Prime Power Generator Equipment No.: G-400, G-401 DESCRIPTION OF OPERATING CONDITIONS Natural Gas Engine Prime Power Generator application shall be rated at 8100 ft altitude conditions. Vendor must account for this in their recommendation of the required ratings. DUTY CYCLE The equipment shall be designed for continuous operation. DESIGN REQUIREMENTS Located in a non-hazardous area. INSTRUMENT AND CONTROL FEATURES Manufacturer’s recommendation. AVAILABLE UTILITIES See Specification No. 00100 – Site Conditions TECHNICAL REQUIREMENTS The prime generator shall be 480V, 3-phase, 60Hz, power monitors, circuit breaker and all other items as indicated on the one line diagrams. OTHER The Vendor shall complete a Technical Data Sheet, Attachment B, for each piece of equipment, or the package will not be considered complete. S:\Projects\13041-01_House_Log_Tank_Facility\DocumentControl\A_Work\Drawings For Permit\ELECTRICAL - NEED UPDATES DUE 11-14\16230 Natural Gas Engine Prime Power Generator.docx Berry Petroleum Company PERFORMANCE SPECIFICATION 16230 House Log Tank Facility NATURAL GAS ENGINE PRIME POWER GENERATOR PROJECT NO.: 13041 REV. C, DATE: September 9, 2013 PAGE 10 of 12 ATTACHMENT B – TECHNICAL DATA SHEET The following information shall be supplied for each Natural Gas Engine Prime Power Generator: GENERAL DESIGN VENDOR Manufacturer Model Number Enclosure Type TECHNICAL DATA Rated Power, (kVA/kW) 400 kW, 135 kW Voltage/Phase/Frequency (V,3φ, Hz.) 480V, 3φ, 60 Hz Continuous Current, (A/phase) Power Factor, (LAG) Ambient Temperature, (°F) (-30) - 100 Altitude Above Sea Level, (ft.) 8100 Control Panel Model No. GENERATOR Manufacturer and Model Number Frame Size Excitation Pitch Number of Poles 4 Number of Bearings and Type Number of Leads Stator-Rotor Insulation Class IP Rating Alignment Overspeed Capability Cooling method Anti-condensation heater (y/n) Thermistors (y/n) Exciter ENGINE Manufacturer and Model Number S:\Projects\13041-01_House_Log_Tank_Facility\DocumentControl\A_Work\Drawings For Permit\ELECTRICAL - NEED UPDATES DUE 11-14\16230 Natural Gas Engine Prime Power Generator.docx Berry Petroleum Company PERFORMANCE SPECIFICATION 16230 House Log Tank Facility NATURAL GAS ENGINE PRIME POWER GENERATOR PROJECT NO.: 13041 REV. C, DATE: September 9, 2013 PAGE 11 of 12 Location of Repair Service Number of Cylinders Cycles Bore, (in.) Stroke, (in.) Displacement, (in.3) Compression Ratio Speed, rpm Radiator Fan Power Consumption, (hp) Lube Oil Type Automatic Pre-Lube Cycle (y/n) Lube Oil Heater (y/n) Lube Oil Cooler (y/n) Fuel Types Natural Gas Total Fuel Capacity of Day Tank Jacket Water Heater (y/n) Control Panel Anti-Condensation Heater (y/n) Starting battery (yes/no) Yes FUEL AND LUBE OIL CONSUMPTION Fuel Consumption at 100% Load, (gph) Fuel Consumption at 75% Load, (gph) Fuel Consumption at 50% Load, (gph) EMISSIONS (NOMINAL) NO x g/hp-hr CO g/hp-hr HC g/hp-hr PM g/hp-hr CIRCUIT BREAKER Manufacturer Type Nominal/Max Voltage Rating, (kV) 600 V Basic Impulse Level, (kV) Rated Continuous Current, (A) 1600 A Momentary Current Interrupting, (kA) & (MVA) S:\Projects\13041-01_House_Log_Tank_Facility\DocumentControl\A_Work\Drawings For Permit\ELECTRICAL - NEED UPDATES DUE 11-14\16230 Natural Gas Engine Prime Power Generator.docx Berry Petroleum Company PERFORMANCE SPECIFICATION 16230 House Log Tank Facility NATURAL GAS ENGINE PRIME POWER GENERATOR PROJECT NO.: 13041 REV. C, DATE: September 9, 2013 PAGE 12 of 12 Fault Close Capability, (kA) Load Interrupting Time in Cycles DIMENSIONS AND WEIGHTS Length, (in.) Width, (in.) Height, (in.) Shipping Weight, (lb.) DELIVERY FOB Point Freight Approval Drawings Client Review Manufacturing Time Shipping Total END OF SPECIFICATION 16230 S:\Projects\13041-01_House_Log_Tank_Facility\DocumentControl\A_Work\Drawings For Permit\ELECTRICAL - NEED UPDATES DUE 11-14\16230 Natural Gas Engine Prime Power Generator.docx 8450 E. Crescent Parkway, Suite 200 Phone: 303-714-4840 Greenwood Village, Colorado 80111 Fax: 303-714-4800 PERFORMANCE SPECIFICATION 16260 LOW VOLTAGE VARIABLE FREQUENCY DRIVES FOR Berry Petroleum Company House Log Tank Facility Project Number: 13041 Orig./Lead Eng.: R Eldridge Date 9/11/13 Project Engineer Approval: Date Project Manager Approval: Carsten Hannen Date 9/19/13 Client Approval: Date Rev. No. By Revisions Approval Date A RE ISSUED FOR REVIEW 9/19/2013 B RE ISSUED FOR PERMITTING 11/12/2013 C RE ISSUED FOR PERMITTING – INCREASE P205 TO 350 HP 11/13/2013 Engineering  Project Controls  Estimating  Construction Management Berry Petroleum Company PERFORMANCE SPECIFICATION 16260 House Log Tank Facility LOW VOLTAGE VARIABLE FREQUENCY DRIVES PROJECT NO.: 13041 REV. C, DATE: NOV 13, 2013 PAGE 1 of 11 1.0 SCOPE OF WORK This specification covers the minimum requirements for the design, materials, fabrication, inspection, testing and supply of the low voltage variable frequency drives for motors as indicated in this document, the attachments and reference documents. The equipment is for House Log Tank Facility located in Garfield County, CO. 2.0 DESCRIPTION OF EQUIPMENT Equipment Number Description VFD-205 350 HP, 480 V, 3-phase, 60Hz input Variable Frequency Drives shall include, but not be limited to, the following: • Main Circuit Breaker • 120VAC control circuit interlocking with interface card • Front Panel Mounted keypad for programming control • 4-20mA input signal for speed control • Ethernet communication card • Running / Stopped / Fault Indication Lights • Hand / Off / Auto Selector Switch • Local / Remote Selector Switch • Local Start / Stop Pushbuttons Vendor shall provide option adder for each of the following (per drive): • 5% Line Reactor • 5% Load Reactor 3.0 DUTY Each variable frequency drive shall be required to satisfy the duty and service requirements specified in the Attachment A documents. 4.0 OPERATING CONDITIONS AND DESIGN REQUIREMENTS See Attachment A, Specific Duty, Design and Service Requirements. S:\Projects\13041-01_House_Log_Tank_Facility\DocumentControl\A_Work\Drawings For Permit\ELECTRICAL - NEED UPDATES DUE 11-14\16260 Low Voltage Variable Frequency Drive.docx Berry Petroleum Company PERFORMANCE SPECIFICATION 16260 House Log Tank Facility LOW VOLTAGE VARIABLE FREQUENCY DRIVES PROJECT NO.: 13041 REV. C, DATE: NOV 13, 2013 PAGE 2 of 11 General Design All equipment, components, and materials furnished shall be new, of premium quality, and of essentially standard design, either meeting or exceeding the requirements of this specification. Variable frequency drives shall be supplied to control the speed of a standard 1.15 service factor squirrel cage induction motor, by controlling the frequency and voltage applied to the motor driving the load. The motor current delivered by the drive shall be a closely approximated sine wave. The motor may be located up to 1000 feet from the corresponding variable frequency drive. Drives shall not cause any detrimental effects to the motor due to long feeder runs. The adjustable speed control system shall be designed to operate from a manual speed control potentiometer located on the equipment’s hand station and/or accept an automatic speed signal, 4-20mA, supplied by others. The switch over between speed control signals shall be accomplished by a selector switch location on the hand station. The variable frequency drives shall be of the DTC (direct torque control) or PWM (pulse width modulated) type. The drives shall be supplied to control the speed of motors. The drive shall be fully rated to control the motor under all speed and load conditions. The drive shall not cause system displacement power factor to be less than .95 at any speed. The variable frequency drive shall accept 480V, 3-phase, 60Hz. input power, convert it to DC, and regulate the current and limit the output voltage to a level which will not degrade the insulation of a standard squirrel cage induction motor. The output power shall be a constant volts/Hertz ratio. Unit shall be capable of a 150% continuous overload current for one minute and 200% for one second. The drive shall convert the power to an AC sine wave for output to the motor. The variable frequency drive shall have inherent electronic short circuit protection in that a short circuit placed on the inverter output terminals shall not damage the drive or cause a protective fuse to blow. The drive shall be equipped with adjustable current limit, individually adjustable acceleration and deceleration rated and adjustable minimum and maximum speeds. A door mounted speed indicating digital meter shall be supplied. Maximum speeds, adjustable voltage boost and automatic IR compensation shall be available. The drive shall have a main circuit breaker. The drive shall be wall mounted or in an MCC in an electrical room and shall have a front panel mounted keypad for programming and control of the VFD. The drive shall accept an input signal of 4-20mA DC as an automatic speed control signal when the controller is in the automatic mode, and give a 4-20mA output signal in proportion to motor speed without tachometer feedback. The drive shall also have means of remote stop-start control in the automatic mode. Control power for S:\Projects\13041-01_House_Log_Tank_Facility\DocumentControl\A_Work\Drawings For Permit\ELECTRICAL - NEED UPDATES DUE 11-14\16260 Low Voltage Variable Frequency Drive.docx Berry Petroleum Company PERFORMANCE SPECIFICATION 16260 House Log Tank Facility LOW VOLTAGE VARIABLE FREQUENCY DRIVES PROJECT NO.: 13041 REV. C, DATE: NOV 13, 2013 PAGE 3 of 11 drive interlocking shall be 120VAC, single phase 60Hz. via an interface board. This includes start, stop and H-O-A (Hand Off Auto) control. The enclosure shall be sized to allow the drive to operate at full rated current continuously with no additional cooling in an ambient temperature of 40°C indicated in the attachments. The drive shall be insensitive to input phase rotation. Changing input phase rotation during shut down must have no effect on the unit’s operation and shall not require reconnection of incoming power or motor wiring. Electronic circuitry shall include diagnostics which monitor circuit operation. The output switches shall operate at a nominal frequency of 4.5kHz and shall be field changeable from 2 to 10kHz for units rated 40 HP and above, and 2 to 15Hz for units rated under 40 HP. The drive shall be capable of varying switching frequency with the output frequency to maintain a high efficiency. The drive shall be self-protected while running or at rest against: • Output line to line short circuits • Output line to ground short circuits The drive shall be capable of operating without a motor connected for servicing. The drive shall have electronic thermal overload protection which looks at current and frequency as a function of time throughout the speed range to prevent damage to the adjustable frequency drive. The drives shall be complete with the following protective features: • Filters to limit AC line harmonic distortion • Instantaneous overcurrent trip • Electronic inverse time overcurrent trip • DC bus overvoltage (excessive regeneration) trip • Heat sink overtemperature trip • Incoming power disturbance: Overvoltage, undervoltage or phase imbalance trip • Control logic circuit malfunction trip • SCR misfire or shoot through, logic error trip • Output single phase – imbalance or open circuit S:\Projects\13041-01_House_Log_Tank_Facility\DocumentControl\A_Work\Drawings For Permit\ELECTRICAL - NEED UPDATES DUE 11-14\16260 Low Voltage Variable Frequency Drive.docx Berry Petroleum Company PERFORMANCE SPECIFICATION 16260 House Log Tank Facility LOW VOLTAGE VARIABLE FREQUENCY DRIVES PROJECT NO.: 13041 REV. C, DATE: NOV 13, 2013 PAGE 4 of 11 • 10 milliseconds ride through on momentary power failures All low voltage logic and control signal circuits shall be grounded and shall be electrically isolated from the power circuits. A phase to phase and phase to ground MOV protection input line filter circuit shall be provided to protect the drives from AC line disturbances or voltage spikes. Protection shall have both line to line and line to ground capabilities. The drive shall have run and fault contacts wired to terminals. Performance Where PWM (Pulse Width Modulation) is used, advanced predictive control techniques shall be used to calculate pulse widths and spaces. The drive shall be capable of automatic energy optimization. The volts per hertz ratio shall be automatically optimized to match the load’s requirements. The speed regulation of the drive shall be less than 1% of rated speed, with a 10 to 90% load variation from 5 to 50Hz. without the use of a tachometer feedback. There shall be programmable start and slip compensation so that the adjustable frequency drive can optimize motor performance. The drive shall have adjustable ramp times from 0.2 to 720 seconds minimum. The drive shall have a minimum of two programmable critical bypass frequencies to skip over resonant frequency ranges during acceleration/deceleration. The width of the bypass frequencies shall be adjustable. Wiring All internal control, power and protective circuits shall be completely pre-wired before shipment. All external connections shall be pre-wired to terminal blocks negating the need for external wires to be connected to device terminals. Conductors shall be identified with permanent wire markers at each terminal point. Nameplate Each adjustable frequency drive unit shall be provided with a nameplate indicating its particular equipment function as indicated on the data sheet. Nameplates shall be of engraved, laminated type with black letters and white background S:\Projects\13041-01_House_Log_Tank_Facility\DocumentControl\A_Work\Drawings For Permit\ELECTRICAL - NEED UPDATES DUE 11-14\16260 Low Voltage Variable Frequency Drive.docx Berry Petroleum Company PERFORMANCE SPECIFICATION 16260 House Log Tank Facility LOW VOLTAGE VARIABLE FREQUENCY DRIVES PROJECT NO.: 13041 REV. C, DATE: NOV 13, 2013 PAGE 5 of 11 and match the motor control center nameplates. 5.0 MATERIALS OF CONSTRUCTION All materials of construction for this equipment, components and accessories shall be new and of a type and grade suitable for the duty and requirements indicated in this document. There shall be no substitution of materials without prior written approval from Engineer. 6.0 NOISE CONTROL REQUIREMENTS The noise level of the equipment shall not exceed 85dBA as measured at any point 3 feet from the equipment. If it is impractical to reduce the noise level to 85dBA, Vendor shall specify the operating noise level. If noise levels higher than 85dBA can be reduced by additional measures, Vendor shall include a description and cost of the additional measures and specify the original noise level and the resulting reduced noise level 7.0 CODES AND REGULATIONS The equipment shall be designed, fabricated, assembled and tested in accordance with the following standards: ANSI American National Standards Institute ASTM American Society for Testing and Materials IEC International Electrotechnical Commission IEEE Institute of Electrical and Electronics Engineers NEC National Electrical Code NEMA National Electrical Manufacturers Association MSHA Mine Safety and Health Administration All applicable state, country and local codes. If the equipment does not comply with these standards, the Vendor shall so state, fully describe each exception taken, and indicate what standards equipment will meet. Where conflict exists between referenced standards, the most stringent standard shall be used. S:\Projects\13041-01_House_Log_Tank_Facility\DocumentControl\A_Work\Drawings For Permit\ELECTRICAL - NEED UPDATES DUE 11-14\16260 Low Voltage Variable Frequency Drive.docx Berry Petroleum Company PERFORMANCE SPECIFICATION 16260 House Log Tank Facility LOW VOLTAGE VARIABLE FREQUENCY DRIVES PROJECT NO.: 13041 REV. C, DATE: NOV 13, 2013 PAGE 6 of 11 Equipment, materials, components, and functions designed, built, rated, tested and performing in accordance with other standards such as JIS and DIN are acceptable provided that they meet supplemental requirements which will make them equivalent to those specified above. Such supplemental requirements shall be explicitly stated in Vendor’s proposal and they are subject to mutual written agreement between the Owner and Vendor. 8.0 QUALITY STANDARDS Vendor shall provide quality control to applicable codes and standards. If quality control is less than applicable standards, Vendor shall supply details of specific requirements needed to meet the standards. Vendor shall be responsible for the testing and inspection of all material and work in accordance with this specification and all applicable codes, laws and regulations. A copy of test reports and inspection for materials used shall be available upon request by the Engineer or Owner’s Quality Control Representative. Engineer and Owner representatives shall have all reasonable access to the work whether it is in preparation or progress. Vendor shall provide proper facilities for such access and for inspection. The variable frequency drive manufacturing facility shall be ISO 9001 certified. All printed circuit boards shall be completely tested and burned-in before being assembled into the completed variable frequency drive. The variable frequency drive shall then be subjected to a preliminary functional test, minimum four (4) hour burn-in and computerized final test. The burn-in shall be at 104°F (40°C), at full rated load, or cycled load. Drive input power shall be continuously cycled for maximum stress and thermal variation. The drive shall be designed to provide 100,000 hours mean time before failure (MTBF) when the specified preventative maintenance is performed. Variable frequency drive manufacturer shall have an analysis laboratory to evaluate the failure of any component. The failure analysis lab shall allow the manufacturer to perform complete electrical testing, x-ray components, and decap or delaminate components and analyze failures within the component. 9.0 MECHANICAL AND ELECTRICAL REQUIREMENTS Mechanical and electrical requirements shall be in accordance with this document and the referenced technical documents as noted in Section 14, Attachments and Reference Documents. S:\Projects\13041-01_House_Log_Tank_Facility\DocumentControl\A_Work\Drawings For Permit\ELECTRICAL - NEED UPDATES DUE 11-14\16260 Low Voltage Variable Frequency Drive.docx Berry Petroleum Company PERFORMANCE SPECIFICATION 16260 House Log Tank Facility LOW VOLTAGE VARIABLE FREQUENCY DRIVES PROJECT NO.: 13041 REV. C, DATE: NOV 13, 2013 PAGE 7 of 11 10.0 INSTRUMENTATION REQUIREMENTS Instrumentation requirements shall be in accordance with this document and the Attachments and Reference Documents. 11.0 PAINTING REQUIREMENTS The vendor shall provide documentation of the paint system used. Documents shall include the surface preparation specification, the brand, the specification number for the VOC compliant paint, and a material safety data sheet. 12.0 WORK BY OTHERS Offloading, placing and installing equipment Supply and installation of power, control and instrument wiring. 13.0 INFORMATION REQUIREMENTS The Vendor shall complete a Technical Data Sheet, Attachment B, for each piece of equipment, or the package will not be considered complete. The drawings and Vendor information shall be supplied as indicated on the Vendor Drawing and Data Requirements. Vendor shall provide weight of equipment, operating weight including impact, upset weight, drive details, center of gravity of loads, points of support and anchorage, moving parts and weights, direction of motion, and frequency, magnitude and direction of vibratory forces. Vendor shall supply all loads necessary for design of supports and foundations, anchor bolt size, locations and projections and any special grouting requirements. Compliance to IEEE 519 – Harmonic analysis for particular job site including total voltage harmonic distortion and total current distortion. The variable frequency drive manufacturer shall provide calculations, specific to this installation, showing total harmonic voltage distortion is less than 5%. Input line filters shall be sized and provided as required by the variable frequency drive manufacturer to ensure compliance with IEEE standard 519-1992, Guide for Harmonic Control and Reactive Compensation for Static Power Converters. The acceptance of this calculation must be completed prior to variable frequency drive installation. Prior to installation, the variable frequency drive manufacturer shall provide the estimated total harmonic distortion (THD) caused by the variable frequency drives. The results shall be based on a computer aided circuit simulation of the total actual system, S:\Projects\13041-01_House_Log_Tank_Facility\DocumentControl\A_Work\Drawings For Permit\ELECTRICAL - NEED UPDATES DUE 11-14\16260 Low Voltage Variable Frequency Drive.docx Berry Petroleum Company PERFORMANCE SPECIFICATION 16260 House Log Tank Facility LOW VOLTAGE VARIABLE FREQUENCY DRIVES PROJECT NO.: 13041 REV. C, DATE: NOV 13, 2013 PAGE 8 of 11 with information obtained from the power provider and the user. If the voltage THD exceeds 5%, the variable frequency drive manufacturer is to recommend the additional equipment required to reduce the voltage THD to an acceptable level. 14.0 ATTACHMENTS AND REFERENCE DOCUMENTS Attachments: Attachment A Specific Duty, Design and Service Requirements Attachment B Technical Data Sheet Reference Documents: Specification No. 00100 Site Conditions VDDR Vendor Drawing and Data Requirements Form Reference Drawings: EE-100 Electrical Oneline Diagram S:\Projects\13041-01_House_Log_Tank_Facility\DocumentControl\A_Work\Drawings For Permit\ELECTRICAL - NEED UPDATES DUE 11-14\16260 Low Voltage Variable Frequency Drive.docx Berry Petroleum Company PERFORMANCE SPECIFICATION 16260 House Log Tank Facility LOW VOLTAGE VARIABLE FREQUENCY DRIVES PROJECT NO.: 13041 REV. C, DATE: NOV 13, 2013 PAGE 9 of 11 ATTACHMENT A – SPECIFIC DUTY, DESIGN AND SERVICE REQUIREMENTS Application: Low Voltage Variable Frequency Drives Equipment No.: VFD-205 DESCRIPTION OF OPERATING CONDITIONS VFD application will be for driving mechanical process equipment as described in Section 2.0. The project site is in Garfield County, CO. Plant site elevation is 8100 ft. Maximum summer temperature is 100°F. Minimum winter temperature is -30°F. Snow load is 75 psf. Maximum wind speed is 90 mph. Frost penetration below grade is 42”. IBC 2003 seismic design category is C Group II DUTY CYCLE The equipment provided under this specification shall be designed for continuous operation, 24 hrs./day, and 365 days/year with allowance for routine maintenance. DESIGN REQUIREMENTS Located in a non-hazardous area INSTRUMENT AND CONTROL FEATURES Manufacturer’s recommendation AVAILABLE UTILITIES – ELECTRICAL 480 V, 3-phase, 60 Hz. power will be provided. TECHNICAL REQUIREMENTS VFD’s shall be 480 V, 3-phase, 60 Hz. and as stated in Section 2 Each unit shall have the harmonic content stated as per IEEE-519. S:\Projects\13041-01_House_Log_Tank_Facility\DocumentControl\A_Work\Drawings For Permit\ELECTRICAL - NEED UPDATES DUE 11-14\16260 Low Voltage Variable Frequency Drive.docx Berry Petroleum Company PERFORMANCE SPECIFICATION 16260 House Log Tank Facility LOW VOLTAGE VARIABLE FREQUENCY DRIVES PROJECT NO.: 13041 REV. C, DATE: NOV 13, 2013 PAGE 10 of 11 ATTACHMENT B – TECHNICAL DATA SHEETS The following information shall be supplied for each Low Voltage VFD: GENERAL DESIGN VENDOR Equipment Number VFD-205 Manufacturer Manufacturer’s Type Model Number Quantity 1 TECHNICAL DATA Nameplate Rating (HP) 350 Voltage, Number of Phases, Frequency (V/φ/Hz.) 480 V, 3φ, 60 Hz Driven Load (Fan, Pump, etc.) Pump Torque Characteristic (Constant/Variable) Enclosure Type Number of Pulses Cooling Method (Air/Liquid) Maximum Temperature at Site Altitude (°F) 100 Power Switching Device (IGBT, IGCT, etc.) Inverter Type (VSI, DTC, PWM, etc.) Inverter Efficiency (%, kW loss) Bypass Contactor Provided (y/n), Rating (A) Displacement Power Factor (%) Actual Power Factor (%) Switching Frequency (kHz) Auxiliary Power Requirements (kVA) MISCELLANEOUS Maximum Distance – Motor to VFD (m) Maximum HP Without VFD Overheating Maximum Voltage Variation to VFD (%) Grounding (Solid, Resistance, Either) Hand/Off/Auto Mounted on Door (y/n) Start/Stop Mounted on Door (y/n) Local/Remote Mounted on Door (y/n) Forward/Reverse Switch Mounted on Door (y/n) S:\Projects\13041-01_House_Log_Tank_Facility\DocumentControl\A_Work\Drawings For Permit\ELECTRICAL - NEED UPDATES DUE 11-14\16260 Low Voltage Variable Frequency Drive.docx Berry Petroleum Company PERFORMANCE SPECIFICATION 16260 House Log Tank Facility LOW VOLTAGE VARIABLE FREQUENCY DRIVES PROJECT NO.: 13041 REV. C, DATE: NOV 13, 2013 PAGE 11 of 11 On-Off-Fault Pilot Lights (y/n) Electronic Key Pad Mounted on Door (y/n) Disconnect with External Handle (y/n) Acceleration/Deceleration Range (seconds) Maximum/Minimum Frequency (Hz) Over/Under Voltage Protection Provided (y/n) Inst. Overload Protection Provided (y/n) Over Temp. Protection Provided (y/n) Timed Overload Protection Provided (y/n) Phase Unbalance Protection Provided (y/n) Ground Fault Protection Provided (y/n) Auxiliary Contacts (Amount / Rating) 4-20 mA Speed Output Capability (y/n) Self-Tuning Controller (y/n) Pre-Set Speeds (y/n) Field Bus Interfaces Supported (Modbus, etc.) 5% Line Reactor Quote Provided 5% Load Reactor Quote Provided All Other Accessories (List All) DIMENSIONS AND WEIGHTS Height (in) Width (in) Depth (in) Weight (lbs.) DELIVERY FOB Point Freight Approval Drawings Client Review Manufacturing Time Shipping Total S:\Projects\13041-01_House_Log_Tank_Facility\DocumentControl\A_Work\Drawings For Permit\ELECTRICAL - NEED UPDATES DUE 11-14\16260 Low Voltage Variable Frequency Drive.docx Berry Petroleum Company PERFORMANCE SPECIFICATION 16260 House Log Tank Facility LOW VOLTAGE VARIABLE FREQUENCY DRIVES PROJECT NO.: 13041 REV. C, DATE: NOV 13, 2013 PAGE 12 of 12 END OF SPECIFICATION 16260 S:\Projects\13041-01_House_Log_Tank_Facility\DocumentControl\A_Work\Drawings For Permit\ELECTRICAL - NEED UPDATES DUE 11-14\16260 Low Voltage Variable Frequency Drive.docx 8450 E. Crescent Parkway, Suite 200 Phone: 303-714-4840 Greenwood Village, Colorado 80111 Fax: 303-714-4800 DATA SHEET 16277 DRY TYPE TRANSFORMERS FOR Berry Petroleum Company House Log Tank Facility Project Number: 13041 Orig./Lead Eng.: R Eldridge Date 9/11/13 Project Engineer Approval: Date Project Manager Approval: Carsten Hannen Date 9/13/13 Client Approval: Date Rev. No. By Revisions Approval Date A RE ISSUED FOR REVIEW 9/13/2013 B RE ISSUED FOR PERMITTING 11/12/2013 Engineering  Project Controls  Estimating  Construction Management Berry Petroleum Company DATA SHEET 16277 House Log Tank Facility DRY TYPE TRANSFORMERS PROJECT NO.: 13041 REV. B, DATE: NOV 13, 2013 PAGE 1 of 1 1.0 SCOPE OF WORK This data sheet covers the minimum requirements for the design, materials, fabrication, inspection, testing and supply of the dry type transformers as indicated in this document, the attachments and reference documents. The equipment is for House Log Tank Facility located in Garfield County, CO. 2.0 DESCRIPTION OF EQUIPMENT Equipment Number Description XF-100 15KVA Dry Type Transformer Transformers shall be designed as follows: • Dry Type General Purpose Design • 480V Delta – 208Y/120 Solidly Grounded Wye, 3-phase, 60Hz • Copper Construction • 180°C Insulation • 115°C Temp Rise • Primary Taps • NEMA 1 Construction • Suitable to be mounted on steel floor • Meet NEMA ST-20 Sound Requirements • UL Listed Equipment shall be tested per ANSI and manufacturer standards at factory. Equipment shall be inspected at site by electrical installation contractor. Vendor shall provide the following with bid: • Catalog cut-sheets and information • List of factory tests • Price • Schedule for delivery S:\Projects\13041-01_House_Log_Tank_Facility\DocumentControl\A_Work\Drawings For Permit\ELECTRICAL - NEED UPDATES DUE 11-14\16277 Dry Type Transformer.docx 8450 E. Crescent Parkway, Suite 200 Phone: 303-714-4840 Greenwood Village, Colorado 80111 Fax: 303-714-4800 PERFORMANCE SPECIFICATION 16440 LOW VOLTAGE MOTOR CONTROL CENTER FOR Berry Petroleum Company House Log Tank Facility Project Number: 13041 Orig./Lead Eng.: R. Eldridge Date 8/27/13 Project Engineer Approval: Date Project Manager Approval: Carsten Hannen Date 9/19/13 Client Approval: Date Rev. No. By Revisions Approval Date A RE ISSUED FOR PERMIT 9/19/2013 B RE ISSUED FOR PERMITTING 11/12/2013 Engineering  Project Controls  Estimating  Construction Management BERRY PETROLEUM COMPANY PERFORMANCE SPECIFICATION 16440 HOUSE LOG TANK FACILITY LOW VOLTAGE MOTOR CONTROL CENTER PROJECT NO.: 13041 REV. B, DATE: NOV 13, 2013 PAGE 1 of 11 1.0 SCOPE OF WORK This specification covers the minimum requirements for the design, materials, fabrication, inspection, testing and supply of the low voltage motor control centers as indicated in this document, the attachments and reference documents. The equipment is for House Log Tank Facility located in Garfield County, CO. 2.0 DESCRIPTION OF EQUIPMENT Equipment Number Description MCC-001 MCC-002 Motor Control Center, 600A Motor Control Center, 600A Description of the motor control center is as follows: • 480V, 42kA, 3-phase, 60Hz • Continuous amp rating as shown on one lines • Feeder breakers • FVNR starters • Main Circuit Breaker on 600A MCC’s As shown on One Line Diagram EE-100. Use standard schematics. 3.0 DUTY The Motor Control Center will be located indoors. 4.0 OPERATING CONDITIONS AND DESIGN REQUIREMENTS General Design Motor control center assemblies shall be designed, built and tested according to the requirements of these specifications, the Attachments and the drawings indicated. Accessories not herein specified or mentioned, but required for the satisfactory performance of the motor control centers, shall be provided. The work included in this specification shall consist of furnishing all labor, materials, and equipment necessary to design, fabricate and deliver the units assembled, equipped, wired, tested and in operable condition so that they can be connected and placed in S:\Projects\13041-01_House_Log_Tank_Facility\DocumentControl\A_Work\Drawings For Permit\ELECTRICAL - NEED UPDATES DUE 11-14\16440 Low Voltage Motor Control Center.docx BERRY PETROLEUM COMPANY PERFORMANCE SPECIFICATION 16440 HOUSE LOG TANK FACILITY LOW VOLTAGE MOTOR CONTROL CENTER PROJECT NO.: 13041 REV. B, DATE: NOV 13, 2013 PAGE 2 of 11 service with a minimum of work delay. The units shall consist of the necessary sections integrally designed for use as a complete coordinated assembly, and shall be capable of performing continuously at rated capacities. Design and Construction Details Structures shall be dead front, freestanding NEMA 1 gasketed metal-enclosed assemblies wired to NEMA Class 1 Type B wiring. Each vertical section of the motor control center shall accommodate a maximum of six size 1, full voltage, non-reversing, combination starter units. Motor control center sections shall be nominally 90 inches high and in multiples of 20 inches widths. The depth shall be a minimum 20 inches. Each motor control center assembly shall be provided with common, horizontal, 98% conductivity, copper power and ground buses, of the continuous and fault current ratings as specified in the attachments and drawings. Vertical buses shall also be of high conductivity (98%) copper, suitably sized and braced. All bussing shall be continuous except as required for shipping splits. All section parts shall be accessible from front for maintenance and rearrangement. Each 20 inch section shall have all necessary hardware and bussing for modular plug-in units to be added at any point in section. Unused space shall be covered by hinged blank doors and equipped to accept future units. Each section shall have top plate and two-piece bottom plate. Each plate shall be removable to cut conduit entry openings. Each device compartment shall have an individual flange formed pan type door with quick release, quarter turn latches. Door shall be mounted on unit so that an individual unit may be installed or removed without disturbing adjacent units or removing any hardware. The incoming line compartment shall be front accessible but isolated from the main bus and other compartments. Incoming line entry shall be as indicated on the attachments. Each unit compartment shall be provided with an individual front door. Vertical wireways shall have a separate full-length hinged door. Unit operating handle shall be close coupled to unit disconnect for positive indication of disconnect position with unit door open or closed. Handle shall be mechanically interlocked such that the unit cannot be energized with the door opened without intentionally defeating the interlock feature. In addition, the interlock must be S:\Projects\13041-01_House_Log_Tank_Facility\DocumentControl\A_Work\Drawings For Permit\ELECTRICAL - NEED UPDATES DUE 11-14\16440 Low Voltage Motor Control Center.docx BERRY PETROLEUM COMPANY PERFORMANCE SPECIFICATION 16440 HOUSE LOG TANK FACILITY LOW VOLTAGE MOTOR CONTROL CENTER PROJECT NO.: 13041 REV. B, DATE: NOV 13, 2013 PAGE 3 of 11 intentionally defeated to open door with device energized. Handle shall be able to be padlocked in OFF position with up to 3 padlocks with door opened or closed. Handle shall have drilling pattern to add padlock in ON position. Circuit breaker handles shall indicate TRIPPED position in addition to ON, OFF and RESET. Each compartment shall be supplied with an engraved phenolic plastic nameplate showing black letters on a white background. Unit compartments shall be of the “plug in” type with facilities for connection to the vertical bus, and all external control wiring connected to pull-apart terminal blocks. Unit compartment devices of the same size and rating shall be readily interchangeable. A means shall be provided in the stationary structure for supporting and aligning control units during removal or replacement. Each unit shall be held in place by quick, captive screw fasteners arranged so units can be withdrawn from the vertical section without access to the rear of the structure. Compartments, wiring troughs and buses shall be completely isolated from each other by means of barriers to minimize transfer of gases and to localize equipment faults. All barriers and baffles shall be easily removable for access to the bus bar bolts requiring occasional torque tightening or for additions to the existing bus. Equipment finish shall be manufacturer’s standard for the service intended. Where indicated on the One Line Diagrams the main disconnect device in the MCC’s shall be a 3-pole main breaker with ratings as indicated on the drawings. Starter Details Motor starters in the MCC’s and the individual starters shall be three pole, single throw, motor circuit protector (MCP) consisting of a molded case circuit breaker rated to correspond to standard NEMA starter sizes with an instantaneous trip rated in accordance with motor characteristics. All individual motor starters shall also be equipped with the following: • Eutectic Alloy overloads are acceptable • Isolated 2 NO and 2 NC auxiliary contact • Manual or automatic option reset • Manual trip • Self-powered S:\Projects\13041-01_House_Log_Tank_Facility\DocumentControl\A_Work\Drawings For Permit\ELECTRICAL - NEED UPDATES DUE 11-14\16440 Low Voltage Motor Control Center.docx BERRY PETROLEUM COMPANY PERFORMANCE SPECIFICATION 16440 HOUSE LOG TANK FACILITY LOW VOLTAGE MOTOR CONTROL CENTER PROJECT NO.: 13041 REV. B, DATE: NOV 13, 2013 PAGE 4 of 11 • Three field adjustable, ambient compensated, thermal overload relays • Visual trip indication Each motor starter shall be equipped with a 480 – 120V control power transformer (CPT). These transformers shall be sized with the following volt-amp capacities. Starter Size CPT Size 1 and 2 130VA 3 and 4 250VA 5 and 6 500VA Every transformer secondary shall be protected by a fuse in the “X1” lead. The “X2” lead shall be solidly grounded. The H1 and H2 primary connections shall both be fused. Push buttons and pilot lights, where specified shall be heavy duty, oil tight type. Pilot lights shall be the transformer type. The quantity of extra auxiliary contacts, in addition to those furnished as standard, shall be two Normally Open (NO) and two Normally Closed (NC) contacts for non-reversing starters and four Normally Open (NO) and four Normally Closed (NC) contacts for reversing and 2 speed starters. NEMA 1 size starters shall be the minimum size provided. Starter sizes shall be as follows: NEMA Size 1 1/2 to 10hp (0.37kW to 7.5kW ) NEMA Size 2 15 to 25hp (11kW to 18.5kW ) NEMA Size 3 30 to 40hp (22kW to 30kW ) NEMA Size 4 50 to 75hp (37.5kW to 55kW ) NEMA Size 5 100 to 200hp (75kW to 150kW ) NEMA Size 6 210 to 500hp (155kW to 373kW ) NEMA size 6 starters shall be the largest size provided. All NEMA size 5 and 6 starters shall be supplied with a starter powered 4-20 mA output corresponding to motor current. Starters shall be full voltage starting, non-reversing or reversing, as specified. Contactors shall be heavy duty, 3-pole, single throw, suitable for repetitive operation in compliance with NEMA standards. Operating coils shall be rated 120V, 60Hz for sizes 1 through 4 S:\Projects\13041-01_House_Log_Tank_Facility\DocumentControl\A_Work\Drawings For Permit\ELECTRICAL - NEED UPDATES DUE 11-14\16440 Low Voltage Motor Control Center.docx BERRY PETROLEUM COMPANY PERFORMANCE SPECIFICATION 16440 HOUSE LOG TANK FACILITY LOW VOLTAGE MOTOR CONTROL CENTER PROJECT NO.: 13041 REV. B, DATE: NOV 13, 2013 PAGE 5 of 11 starters and 480V, 60Hz for sized 5 and 6. Size 5 starters shall be provided with a 2-pole interposing relay (CR) for starter switching. Feeder circuit breakers shall be 3-pole, 600V nominal class, molded case thermal- magnetic trip. 5.0 MATERIALS OF CONSTRUCTION All materials of construction for this equipment, components and accessories shall be new and of a type and grade suitable for the duty and requirements indicated in this document. There shall be no substitution of materials without prior written approval from Engineer. 6.0 NOISE CONTROL REQUIREMENTS The noise level of the equipment shall not exceed 85dBA as measured at any point 1 meter from the equipment. If it is impractical to reduce the noise level to 85dBA, Vendor shall specify the operating noise level. If noise levels higher than 85dBA can be reduced by additional measures, Vendor shall include a description and cost of the additional measures and specify the original noise level and the resulting reduced noise level. 7.0 CODES AND REGULATIONS All assembled equipment furnished by Vendor shall comply with all state or country, county or province, and local statutes, regulations and codes applicable at the plant site for the type of equipment specified. Applicable codes and standards in effect on the date of this specification shall govern the design, fabrication and testing of the specified equipment. If the equipment does not comply with these standards, the Vendor shall so state, fully describe each exception taken, and indicate what standards equipment will meet. 8.0 QUALITY STANDARDS Vendor shall provide quality control as applicable to codes and standards. If quality control is less than applicable standards, Vendor shall supply details of specific requirements needed to meet the standards. Vendor shall be responsible for the testing and inspection of all material and work in accordance with this specification and all applicable codes, laws and regulations. S:\Projects\13041-01_House_Log_Tank_Facility\DocumentControl\A_Work\Drawings For Permit\ELECTRICAL - NEED UPDATES DUE 11-14\16440 Low Voltage Motor Control Center.docx BERRY PETROLEUM COMPANY PERFORMANCE SPECIFICATION 16440 HOUSE LOG TANK FACILITY LOW VOLTAGE MOTOR CONTROL CENTER PROJECT NO.: 13041 REV. B, DATE: NOV 13, 2013 PAGE 6 of 11 A copy of test reports and material inspection reports shall be available upon request by Engineer or Owner’s Quality Control Representative. Engineer and Owner representatives shall have reasonable access to the work whether it is in preparation or progress. Vendor shall provide proper facilities for such access and for inspection. 9.0 MECHANICAL AND ELECTRICAL REQUIREMENTS Per manufacturer standard 10.0 INSTRUMENTATION REQUIREMENTS Per manufacturer standard 11.0 PAINTING REQUIREMENTS The proposed paint system shall be submitted to Engineer for review and approval. The paint system documents shall include the surface preparation specification, the brand and the specification number for the VOC compliant paint and the proposed color. Vendor shall supply one quart of touch-up paint with the equipment for field brush- applied touch-ups. The paint container shall include the manufacturer’s label and a date or code indicating date of manufacture. 12.0 WORK BY OTHERS Off-loading, placing and installing motor control center Structural supports below the motor control center Supply, installation and termination of power, instrumentation and control wiring external to the motor control center 13.0 INFORMATION REQUIREMENTS The Vendor shall complete Attachment B, Technical Data Sheet, for each piece of equipment, or the package will not be considered complete. Drawings and Vendor information shall be supplied as indicated on the Vendor Drawing and Data Requirements. Where applicable, Vendor shall provide, but not be limited to, the following: • Center of gravity • Moving parts and weights • Dead loads • Operating weight including impact S:\Projects\13041-01_House_Log_Tank_Facility\DocumentControl\A_Work\Drawings For Permit\ELECTRICAL - NEED UPDATES DUE 11-14\16440 Low Voltage Motor Control Center.docx BERRY PETROLEUM COMPANY PERFORMANCE SPECIFICATION 16440 HOUSE LOG TANK FACILITY LOW VOLTAGE MOTOR CONTROL CENTER PROJECT NO.: 13041 REV. B, DATE: NOV 13, 2013 PAGE 7 of 11 • Direction of motion • Overturn or seismic moments • Drive details • Points of support and anchorage • Frequency, magnitude and direction of vibratory forces • Vibration information including frequency, amplitude and harmonics • Live loads • Weight of equipment Vendor shall supply all loads necessary for design of supports and foundations. Vendor shall supply anchor bolt size, bolt locations, bolt projections and any special grouting requirements. S:\Projects\13041-01_House_Log_Tank_Facility\DocumentControl\A_Work\Drawings For Permit\ELECTRICAL - NEED UPDATES DUE 11-14\16440 Low Voltage Motor Control Center.docx BERRY PETROLEUM COMPANY PERFORMANCE SPECIFICATION 16440 HOUSE LOG TANK FACILITY LOW VOLTAGE MOTOR CONTROL CENTER PROJECT NO.: 13041 REV. B, DATE: NOV 13, 2013 PAGE 8 of 11 14.0 ATTACHMENTS AND REFERENCE DOCUMENTS Attachments: Attachment A Specific Duty, Design and Service Requirements Attachment B Technical Data Sheet Reference Documents: Specification No. 00100 Site Conditions VDDR Vendor Drawing and Data Requirements Form One-Line Diagrams: EE-100 One Line Diagram S:\Projects\13041-01_House_Log_Tank_Facility\DocumentControl\A_Work\Drawings For Permit\ELECTRICAL - NEED UPDATES DUE 11-14\16440 Low Voltage Motor Control Center.docx BERRY PETROLEUM COMPANY PERFORMANCE SPECIFICATION 16440 HOUSE LOG TANK FACILITY LOW VOLTAGE MOTOR CONTROL CENTER PROJECT NO.: 13041 REV. B, DATE: NOV 13, 2013 PAGE 9 of 11 ATTACHMENT A – SPECIFIC DUTY, DESIGN AND SERVICE REQUIREMENT Application: Low Voltage Motor Control Center Equipment No.: See Section 2.0 for detailed list of Equipment Numbers DESCRIPTION OF OPERATING CONDITIONS Motor control center application will be for distribution of power for House Log Tank Facility. The project site is in Garfield County, CO. Plant site elevation is 8100 ft. Maximum summer temperature is 100°F. Minimum winter temperature is -30°F. Snow load is 75 psf. Maximum wind speed is 90 mph. Frost penetration below grade is 42”. IBC 2003 seismic design category is C, Group II. DUTY CYCLE The equipment provided under this specification shall be designed for continuous operation, 24 hrs./day, and 365 days/year with allowance for routine maintenance. DESIGN REQUIREMENTS Located in a non-hazardous area of a classified area plant INSTRUMENT AND CONTROL FEATURES Manufacturer’s recommendation AVAILABLE UTILITIES Primary power distribution is 480V, 3-phase, 60Hz via padmount generator. TECHNICAL REQUIREMENTS Per Section 2.0 and 4.0 OTHER The Vendor shall complete a Technical Data Sheet, Attachment B, for each piece of equipment, or the package will not be considered complete. S:\Projects\13041-01_House_Log_Tank_Facility\DocumentControl\A_Work\Drawings For Permit\ELECTRICAL - NEED UPDATES DUE 11-14\16440 Low Voltage Motor Control Center.docx BERRY PETROLEUM COMPANY PERFORMANCE SPECIFICATION 16440 HOUSE LOG TANK FACILITY LOW VOLTAGE MOTOR CONTROL CENTER PROJECT NO.: 13041 REV. B, DATE: NOV 13, 2013 PAGE 10 of 11 ATTACHMENT B – TECHNICAL DATA SHEET The following information shall be supplied for each motor control center: GENERAL DESIGN VENDOR Manufacturer Model Number/Size Enclosure Type NEMA 1 NEMA Class NEMA B Nameplate Type and Material Engraved Phenolic Plastic, Black Letters on White SYSTEM CHARACTERISTICS Voltage, Wire, Phase and Frequency 480V, 3-wire, 3φ, 60 Hz BUSWORK Main Bus Amps (Type and Rating) 600 A Bus Bracing Symmetrical Amps 42 kAIC Ground Bus (Type and Rating) Neutral Bus (Type and Rating) Vertical Bus Amps (Type and Rating) Future Bus Extension Capability? INCOMING METHOD Cable Entry Top Entry Main Lug or Circuit Breaker Circuit Breaker Max # of Cables All Other Section Top Entry MAIN DISCONNECT Main Lug Only Section Size 600 A STARTERS Manufacturer Type Overload type Overload Alarm Contact Rating Minimum Interrupting Capacity S:\Projects\13041-01_House_Log_Tank_Facility\DocumentControl\A_Work\Drawings For Permit\ELECTRICAL - NEED UPDATES DUE 11-14\16440 Low Voltage Motor Control Center.docx BERRY PETROLEUM COMPANY PERFORMANCE SPECIFICATION 16440 HOUSE LOG TANK FACILITY LOW VOLTAGE MOTOR CONTROL CENTER PROJECT NO.: 13041 REV. B, DATE: NOV 13, 2013 PAGE 11 of 11 Voltage 480 V Running Indication Pilot Lamp Terminal Block Type Surge Suppressor Type Overload Reset Button on Door, (y/n) Size of Control Power Transformer Provided with: Size 1 480/120, 130 VA Size 2 480/120, 130 VA Size 3 Size 4 Size 5 FEEDER BREAKERS (as required) Manufacturer Type Circuit Breaker Frame Size 400 A Interrupting capacity Trip Rating 400 A GFI Provided? WEIGHTS AND DIMENSIONS Shipping Dimensions Length Width Height Shipping Weight, (lb.) Maximum Lifted Weight, (lb.) DELIVERY FOB Point Jobsite Freight Approval Drawings Client Review Manufacturing Time Shipping Total S:\Projects\13041-01_House_Log_Tank_Facility\DocumentControl\A_Work\Drawings For Permit\ELECTRICAL - NEED UPDATES DUE 11-14\16440 Low Voltage Motor Control Center.docx BERRY PETROLEUM COMPANY PERFORMANCE SPECIFICATION 16440 HOUSE LOG TANK FACILITY LOW VOLTAGE MOTOR CONTROL CENTER PROJECT NO.: 13041 REV. B, DATE: NOV 13, 2013 PAGE 12 of 12 END OF SPECIFICATION 16440 S:\Projects\13041-01_House_Log_Tank_Facility\DocumentControl\A_Work\Drawings For Permit\ELECTRICAL - NEED UPDATES DUE 11-14\16440 Low Voltage Motor Control Center.docx 8450 E. Crescent Parkway, Suite 200 Phone: 303-714-4840 Greenwood Village, Colorado 80111 Fax: 303-714-4800 DATA SHEET 16441 POWER DISTRIBUTION PANELS FOR Berry Petroleum Company House Log Tank Facility Project Number: 13041 Orig./Lead Eng.: R Eldridge Date 9/11/13 Project Engineer Approval: Date Project Manager Approval: Carsten Hannen Date 9/19/13 Client Approval: Date Rev. No. By Revisions Approval Date A RE ISSUED FOR REVIEW 9/11/13 B RE ISSUED FOR PERMITTING 11/12/2013 Engineering  Project Controls  Estimating  Construction Management Berry Petroleum Company DATA SHEET 16441 House Log Tank Facility POWER DISTRIBUTION PANELS PROJECT NO.: 13041 REV. B, DATE: NOV 13, 2013 PAGE 1 of 1 1.0 SCOPE OF WORK This data sheet covers the minimum requirements for the design, materials, fabrication, inspection, testing and supply of the power distribution panels as indicated in this document, the attachments and reference documents. The equipment is for House Log Tank Facility located in Garfield County, CO. 2.0 DESCRIPTION OF EQUIPMENT Equipment Number Description LP-100 208/120V, 100A main, 3-Phase, 4-wire, 60Hz • Contain 40 x 1P 20A breakers with GFI Ratings and options of the power distribution panels are as follows: • 208/120V, 3-phase, 4-wire, 60Hz • Copper bus • 10kAIC • Ground bar • NEMA 3R Provide nameplate with equipment number and electrical information. Equipment shall be tested per ANSI and manufacturer standards at factory. Equipment shall be inspected at site by electrical installation contractor. Vendor shall provide the following with bid: • Catalog cut-sheets and information • List of factory tests • Price • Schedule for delivery S:\Projects\13041-01_House_Log_Tank_Facility\DocumentControl\A_Work\Drawings For Permit\ELECTRICAL - NEED UPDATES DUE 11-14\16441 Low Voltage Panelboard.docx 8450 E. Crescent Parkway, Suite 200 Phone: 303-714-4840 Greenwood Village, Colorado 80111 Fax: 303-714-4800 DATA SHEET 16450 Low Voltage Load Bank FOR Berry Petroleum Company House Log Tank Facility Project Number: 13041 Orig./Lead Eng.: R Eldridge Date 9/11/13 Project Engineer Approval: Date Project Manager Approval: Carsten Hannen Date 9/19/13 Client Approval: Date Rev. No. By Revisions Approval Date A RE ISSUED FOR REVIEW 9/20/13 B RE ISSUED FOR PERMITTING 11/12/2013 C RE ISSUED FOR PERMITTING – INCREASE P205 TO 350 HP 11/13/2013 Engineering  Project Controls  Estimating  Construction Management Berry Petroleum Company DATA SHEET 16450 House Log Tank Facility Low Voltage Load Bank PROJECT NO.: 13041 REV. C, DATE: NOV 13, 2013 PAGE 1 of 1 1.0 SCOPE OF WORK This data sheet covers the minimum requirements for the design, materials, fabrication, inspection, testing and supply of the low voltage load bank as indicated in this document, the attachments and reference documents. The equipment is for the House Log Tank Facility located in Garfield County, CO. Site elevation is 8100 ft ASL. Site ambient temperature is -30°F minimum and 100°F maximum. 2.0 DESCRIPTION OF EQUIPMENT Equipment Number Description LB-205 350 kW Load Bank Load bank shall be designed as follows: • 350kW, 480V, 3-phase, 60 Hz • Load step resolution shall be a nominal 20% of the load bank rating • Rated for continuous duty cycle • Rated for outdoor use • Accept 4-20 mA signal with set point controls for loading/unloading • Horizontal air flow • UL listed and labeled • Juniper green paint scheme to meet BLM requirements for outdoor gear Equipment shall be tested per ANSI and manufacturer standards at factory. Equipment shall be inspected at site by electrical installation contractor. Vendor shall provide the following with bid: • Catalog cut-sheets and information • List of factory tests • Price • Schedule for delivery S:\Projects\13041-01_House_Log_Tank_Facility\DocumentControl\A_Work\Drawings For Permit\ELECTRICAL - NEED UPDATES DUE 11-14\16450 Low Voltage Load Bank.docx 84 5 0 Ea s t Cr e s c e n t Pa r k w a y , Su i t e 20 0 Gr e e n w o o d Vi l l a g e , CO 80 1 1 1 Tel: 303.714.4840 Fax: 303.714.4800 Or i g . / L e a d En g . : R El d r i d g e Da t e : Pr o j e c t En g i n e e r Ap p r o v a l : Da t e : Pr o j e c t Ma n a g e r Ap p r o v a l : Da t e : C R E I S S U E D FO R PE R M I T T I N G ‐ IN C R E A S E P2 0 5 TO 35 0 HP 11 / 1 3 / 2 0 1 3 IS S U E D FO R AP P R O V A L 9/ 1 6 / 2 0 1 3 B R E I S S U E D FO R PE R M I T T I N G 11 / 1 2 / 2 0 1 3 Ho u s e Lo g Ta n k Fa c i l i t y Pr o j e c t Nu m b e r : 13 0 4 1 9/ 1 6 / 2 0 1 3 C Ha n n e n 9/ 1 6 / 2 0 1 3 Re v . No . B y R e v i s i o n s Ap p r o v a l D a t e AR E EL E C T R I C A L LO A D AN A L Y S I S E ‐EE ‐10 2 FO R Be r r y Pe t r o l e u m Co m p a n y Sa m u e l En g i n e e r i n g Pa g e 1 of 2E ‐EE ‐102 Load Analysis El e c t r i c a l L o a d A n a l y s i s Cl i e n t : Be r r y Pe t r o l e u m Co m p a n y Electrical Load Analysis Pr o j e c t : Ho u s e Lo g Ta n k Fa c i l i t y Rev. C Pr o j e c t Nu m b e r : 13 0 4 1 BL A C K CE L L S AR E US E R IN P U T Date: 11/13/13 RE D CE L L S AR E CA L C U L A T E D hp kW Su m p Pu m p No 1M ‐20 6 P ‐20 6 S u m p Pu m p MO T O R 4 8 0 5 . 0 3. 7 0 . 7 2 0 0 . 8 4 0 0. 9 0 4. 7 3 . 0 0. 9 0 4.2 2.7 0.95 34.9 22.6 7.8 7.0 6.3 1 15 #12 Su m p Pu m p No 2M ‐20 7 P ‐20 7 S u m p Pu m p MO T O R 4 8 0 5 . 0 3. 7 0 . 7 2 0 0 . 8 4 0 0. 9 0 4. 7 3 . 0 0. 9 0 4.2 2.7 0.95 34.9 22.6 7.8 7.0 6.3 1 15 #12 VC U Li q u i d Tr a n s f e r Pu m p M ‐50 2 P ‐50 2 V C U Li q u i d Tr a n s f e r Pu m p MO T O R 4 8 0 1 . 0 0. 7 0 . 6 4 0 0 . 8 1 0 0. 9 0 1. 0 0 . 8 0. 9 0 0.9 0.7 0.95 7.9 5.7 1.8 1.6 1.5 1 15 #12 Gl y c o l Pu m p NO 1M ‐51 5 P ‐51 5 G l y c o l Pu m p NO 1 MO T O R 4 8 0 1 . 0 0. 7 0 . 6 4 0 0 . 8 1 0 0. 9 0 1. 0 0 . 8 0. 9 0 0.9 0.7 0.95 7.9 5.7 1.8 1.6 1.5 1 15 #12 Gl y c o l Pu m p NO 2M ‐51 6 P ‐51 6 Gl y c o l Pu mp NO 2 MO T O R 48 0 1 . 0 0. 7 0 . 6 4 0 0 . 8 1 0 0. 9 0 1. 0 0. 8 0. 9 0 0.9 0.7 0.95 7.9 5.7 1.8 1.6 1.5 1 15 #12 Gl y c o l Pu m p NO 3M ‐51 7 P ‐51 7 Gl y c o l Pu m p NO 3 MO T O R 48 0 1 . 0 0. 7 0 . 6 4 0 0 . 8 1 0 0. 9 0 1. 0 0. 8 0. 9 0 0.9 0.7 0.95 7.9 5.7 1.8 1.6 1.5 1 15 #12 Pi p e l i n e Pu m p M ‐20 5 P ‐20 5 Pi p e l i n e Pu m p MO T O R 48 0 3 5 0 . 0 26 1 . 1 0 . 9 3 0 0 . 9 1 0 0. 9 0 25 2 . 7 1 1 5 . 1 0. 9 0 227.4 103.6 0.95 1892.5 862.2 390.6 351.6 316.4 5 500 900 KCMIL Pu m p Bu i l d i n g Fa n M ‐21 0 F ‐21 0 Pu m p Bu i l d i n g Fa n MO T O R 48 0 1 . 0 0. 7 0 . 6 4 0 0 . 8 1 0 0. 9 0 1. 0 0. 8 0. 9 0 0.9 0.7 0.95 7.9 5.7 1.8 1.6 1.5 1 15 #12 In s t r u m e n t Ai r Co m p r e s s o r M ‐21 1 C ‐21 1 In s t r u m e n t Ai r Co m p r e s s o r MO T O R 48 0 5 . 0 3. 7 0 . 6 4 0 0 . 8 4 0 0. 9 0 5. 2 3. 4 0. 9 0 4.7 3.0 0.95 39.3 25.4 8 .8 7.9 7.1 1 15 #12 Pu m p Bu i l d i n g A/ C M ‐00 1 M ‐00 1 P u m p Bu i l d i n g A/ C MO T O R 48 0 3 0 . 0 22 . 4 0 . 7 8 0 0 . 8 9 0 0. 9 0 25 . 8 1 3 . 2 0. 9 0 23.2 11.9 0.95 193.4 99.1 40.8 36.7 33.1 4 60 #6 Pu m p Bu i l d i n g He a t e r M ‐00 2 M ‐00 2 P u m p Bu i l d i n g He a t e r MO T O R 48 0 3 . 0 2. 2 0 . 7 0 0 0 . 8 3 0 0. 9 0 2. 9 1. 9 0. 9 0 2.6 1.7 0.95 21.6 14.5 4.9 4.4 4.0 1 15 #12 MC C ‐00 1 TO T A L S 36 4 . 0 2 7 1 . 5 26 6 . 2 1 2 4 . 2 239.6 111.8 1993.8 930.2 413.5 372.1 334.9 Di s s o l v e d Ai r Fl o t a t i o n Un i t M ‐30 0 D ‐30 0 Di s s o l v e d Ai r Fl o t a t i o n Un i t (i n c l u d e s DA F sk i m m e r an d DA F Au g e r ) MO T O R 48 0 1 . 5 1. 1 0 . 6 5 0 0 . 8 2 0 0. 9 0 1. 5 1. 1 0. 9 0 1.4 1.0 0.95 11.6 8.1 2.7 2.4 2.2 1 15 #12 DA F Sk i m Pu m p M ‐30 1 P ‐30 1 DA F Sk i m Pu m p MO T O R 48 0 1 . 0 0. 7 0 . 6 4 0 0 . 8 1 0 0. 9 0 1. 0 0. 8 0. 9 0 0.9 0.7 0.95 7.9 5.7 1.8 1.6 1.5 1 15 #12 DA F Re c y c l e Pu m p M ‐30 2 P ‐30 2 DA F Re c y c l e Pu m p MO T O R 48 0 2 0 . 0 14 . 9 0 . 7 8 0 0 . 8 8 0 0. 9 0 17 . 2 9. 3 0. 9 0 15.5 8.4 0.95 128.9 69.6 27.5 24.8 22.3 3 35 #10 DA F Ef f l u e n t Pu m p M ‐31 0 P ‐31 0 DA F Ef f l u e n t Pu m p MO T O R 48 0 2 0 . 0 14 . 9 0 . 7 8 0 0 . 8 8 0 0. 9 0 17 . 2 9. 3 0. 9 0 15.5 8.4 0.95 128.9 69.6 27.5 24.8 22.3 3 35 #10 DA F Fl o a t So l i d s Pu m p M ‐33 0 P ‐33 0 DA F So l i d s Pu m p (r o t a r y lo b e ) MO T O R 48 0 5 . 0 3. 7 0 . 7 2 0 0 . 8 4 0 0. 9 0 4. 7 3. 0 0. 9 0 4.2 2.7 0.95 34.9 22.6 7.8 7.0 6.3 1 15 #12 Co a g u l e n t Tr a n s f e r Pu m p M ‐34 1 P ‐34 1 Co a g u l e n t Tr a n s f e r Pu m p MO T O R 48 0 1 . 0 0. 7 0 . 6 4 0 0 . 8 1 0 0. 9 0 1. 0 0. 8 0. 9 0 0.9 0.7 0.95 7.9 5.7 1.8 1.6 1.5 1 15 #12 Po l y me r Tr a n s f e r Pu m p M ‐35 1 P ‐35 1 Po l y m e r Tr a n s f e r Pu m p MO T O R 48 0 1 . 0 0. 7 0 . 6 4 0 0 . 8 1 0 0. 9 0 1. 0 0. 8 0. 9 0 0.9 0.7 0.95 7.9 5.7 1.8 1.6 1.5 1 15 #12 Po l y m e r Pu m p M ‐35 2 P ‐35 2 Po l y m e r Pu m p MO T O R 48 0 1 . 0 0. 7 0 . 6 4 0 0 . 8 1 0 0. 9 0 1. 0 0. 8 0. 9 0 0.9 0.7 0.95 7.9 5.7 1.8 1.6 1.5 1 15 #12 Co a g u l e n t Mi x i n g Ta n k Ag i t a t o r M ‐35 4 P ‐35 4 Co a g u l e n t Mi x i n g Ta n k Ag i t a t o r MO T O R 48 0 3 . 0 2. 2 0 . 7 0 0 0 . 8 3 0 0. 9 0 2. 9 1. 9 0. 9 0 2.6 1.7 0.95 21.6 14.5 4.9 4.4 4.0 1 15 #12 Fl o c c u l e n t Mi x i n g Ta n k Ag i t a t o r M ‐35 8 P ‐35 8 Fl o c c u l e n t Mi x i n g Ta n k Ag i t a t o r MO T O R 48 0 5 . 0 3. 7 0 . 7 2 0 0 . 8 4 0 0. 9 0 4. 7 3. 0 0. 9 0 4.2 2.7 0.95 34.9 22.6 7.8 7.0 6.3 1 15 #12 Po l y m e r St o r a g e Ta n k Ag i t a t o r M ‐35 5 P ‐35 5 Po l y m e r St o r a g e Ta n k Ag i t at o r MO T O R 48 0 0 . 5 0. 4 0 . 5 8 0 0 . 7 9 0 0. 9 0 0. 6 0. 4 0. 9 0 0.5 0.4 0.95 4.3 3.4 1.0 0.9 0.8 1 15 #12 Po l y m e r Mi x i n g Ta n k Ag i t a t o r M ‐35 6 P ‐35 6 Po l y m e r Mi x i n g Ta n k Ag i t a t o r MO T O R 48 0 0 . 5 0. 4 0 . 5 8 0 0 . 7 9 0 0. 9 0 0. 6 0. 4 0. 9 0 0.5 0.4 0.95 4.3 3.4 1.0 0.9 0.8 1 15 #12 DA F Fr e s h Wa t e r Pu m p M ‐36 1 P ‐36 1 DA F Fr e s h Wa t e r Pu m p MO T O R 48 0 1 . 0 0. 7 0 . 6 4 0 0 . 8 1 0 0. 9 0 1. 0 0. 8 0. 9 0 0.9 0.7 0.95 7.9 5.7 1.8 1.6 1.5 1 15 #12 DA F Co m p r e s s o r M ‐39 0 C ‐39 0 DA F Co m p r e s s o r MO T O R 48 0 1 5 . 0 11 . 2 0 . 7 6 0 0 . 8 7 0 0. 9 0 13 . 3 7. 5 0. 9 0 11.9 6.8 0.95 99.2 56.2 21.4 19.3 17.4 3 30 #10 DA F Su m p Pu m p M ‐39 1 P ‐39 1 DA F Su m p Pu m p MO T O R 48 0 1 . 0 0. 7 0 . 6 4 0 0 . 8 1 0 0. 9 0 1. 0 0. 8 0. 9 0 0.9 0.7 0.95 7.9 5.7 1.8 1.6 1.5 1 15 #12 DA F Ex h a u s t Fa n M ‐39 2 P ‐39 2 DA F Ex h a u s t Fa n MO T O R 48 0 5 . 0 3. 7 0 . 7 2 0 0 . 8 4 0 0. 9 0 4. 7 3. 0 0. 9 0 4.2 2.7 0.95 34.9 22.6 7.8 7.0 6.3 1 15 #12 DA F Bu i l d i n g Ve n t Fa n No 1M ‐39 5 P ‐39 5 DA F Bu i l d i n g Ve n t Fa n No 1 MO T O R 48 0 5 . 0 3. 7 0 . 7 2 0 0 . 8 4 0 0. 9 0 4. 7 3. 0 0. 9 0 4.2 2.7 0.95 34.9 22.6 7.8 7.0 6.3 1 15 #12 DA F Bu i l d i n g Ve n t Fa n No 2M ‐39 6 P ‐39 6 DA F Bu i l d i n g Ve n t Fa n No 2 MO T O R 48 0 5 . 0 3. 7 0 . 7 2 0 0 . 8 4 0 0. 9 0 4. 7 3. 0 0. 9 0 4.2 2.7 0.95 34.9 22.6 7.8 7.0 6.3 1 15 #12 MC C ‐00 2 TO T A L S 91 . 5 6 8 . 3 82 . 9 4 9 . 6 74.6 44.7 620.7 371.7 136.0 122.4 110.2 TO T A L LO A D Co n n e c t e d hp 45 6 Co n n e c t e d kW 34 0 Ma x . kW De m a n d 34 9 Ma x . kV A R De m a n d 17 4 Ma x . MV A De m a n d 0. 3 9 0 0 Av g . kW De m a n d 31 4 Av g . kV A R De m a n d 15 6 Av g . MV A De m a n d 0. 3 5 1 0 Po w e r Fa c t o r (@ . 4 8 kV Bu s ) 0. 9 0 kW ‐Hr s / Y r 2, 6 1 4 , 4 5 8 Lo a d Fa c t o r 0. 9 0 Ma x Am p s @0 . 4 8 k V 46 9 Av g Am p s @0 . 4 8 k V 42 2 Max Current (A) MC C ‐00 2 Eq u i p m e n t #D e s c r i p t i o n L o a d Ty p e PF VF D MC C ‐00 1 Ef f i c i e n c y kW Ma x Vo l t s PL C E S D P S D H S No t e s : B u c k e t M o t o r # St a nd b y / F u t u r e LO A D De m a n d Fa c t o r Lo a d Fa c t o r k W Avg Avail'y Factor MWhr/yr Avg MvarHr / Yr Avg Starter Size Full Load Amps Cond. SizeBreaker Size (A)Avg Current (A)kVAR Avg. kV A R Ma x Sa m u e l En g i n e e r i n g Pa g e 2 of 2 E ‐EE ‐102 Load Analysis THIS PAGE LEFT BLANK FOR TWO-SIDED DUPLICATION. 8450 Eas t Cr es c ent Par k w ay , S ui t e 200 G r eenw ood Vi l l ag e, CO 80111 Tel: 303.714.4840 Fax: 303.714.4800 Samuel Engineering Page 1 of 2 E-EE-103 Equipment List Orig./Lead Eng.:R Eldridge Date: Project Engineer Approval:Date: Project Manager Approval:Date: House Log Tank Facility 11/12/2013 Date Project Number: 13041 8/12/2013 A B RE RE Rev. No.By C Hannen ELECTRICAL EQUIPMENT LIST E-EE-103 FOR Berry Petroleum Company ISSUED FOR PERMITTING Revisions Approval ISSUED FOR APPROVAL 8/12/2013 8/12/2013 Samuel Engineering Page 2 of 2 E-EE-103 Equipment List Client:Berry Petroleum Company Electrical Equipment List Project:House Log Tank Facility Rev. B Project Number:13041 Date: 11/12/2013 One Line Plan G -400 1 POWER GENERATOR 480V, 3-phase, 60 Hz 16230 EE-100 B G -401 1 POWER GENERATOR 480V, 3-phase, 60 Hz 16230 EE-100 FUTURE B MCC -001 1 Motor Control Center 480 V, 3-phase, 60 Hz, 600 A, 42 kAIC 16440 EE-100 B MCC -002 1 Motor Control Center 480 V, 3-phase, 60 Hz, 600 A, 42 kAIC 16440 EE-100 FUTURE B VFD -205 1 Variable Frequency Drive 480V, 3-phase, 200 HP 16260 EE-100 B LB -215 1 200 kVA Load Bank 480V, 3-phase, 200 kVA 16450 EE-100 B XF -100 1 Lighting Panel Transformer 480V-208/120V, 15 kVA, 3-phase, 60 Hz 16277 EE-100 B LP -100 1 Area Lighting Panel 208/120 V, 15 kVA, 100 A Main Breaker 16441 EE-100 B QTY DescriptionEquipment Number Drawing NumberSpec #Rating Vendor/ Manufacturer Location RFQ Number P.O. Number Cost Comments Rev. NoDrawings Date Received Date Expected Onsite Date Expected Ship DateReturn Date 1 - 2 - 3 - A I MCC-001 480 V, 30, 600 A BUS, 42 kAIC · ITOLB-215 ' •• --------~ P400 I I I ::) 300A I :i,:, ,_-_ - ----., G-400 POWER GENERATOR 400kW 4B0/277Y SOLIDLY GROUNDED MCC-002 - - 5 M206 P-206 SUMP PUMP N0.1 480 V, 30, 600 A BUS, 42 kAIC .-----, I : ) 400AF : 250AT 1 INCOMING I ,. t r 1_ I t - - 5 M207 P-207 SUMP PUMP N0.2 I t' B - - M502 P-502 VCU LIQUID TRANSFER PUMP \) ( \ ' --------~ ---·· --- -------- --- ---- P401 I I I ) 250A I I :i~ L::,._ - - G-401 POWER GENERATOR 135kW 4801277Y SOLIDLY GROUNDED This document is copyrighted and is an instrument of service by - M300A D-300A OAF SKIMMER - 0.5 M300B D-3008 OAF AUGER - - M301 P-301 DAFSKIM PUMP - N 0 ~ [L - 20 M302 P-302 OAF RECYCLE PUMP I - - M515 P-515 GLYCOL PUMP ND.1 ',.) ( \ " - 20 M310 P-310 OAF EFFLUENT PUMP ' ) ( ' • I ' c ,~ i) 400AT 400AF ' I D i) 400AF 250AT '' ·---------· ~-- - - M516 P-516 GLYCOL PUMP ND. 2 • I •I - 1 M517 P-517 GLYCOL PUMP N0.3 --- ---- --1---- --·--- 5 M330 P-330 OAF SOLIDS PUMP - 3 M334 P-334 COAGULENT MIXING TANK AGITATOR P205A I x VFD205 P100A XF-100 £::,. '--"'' _,._,..__, '' 25kVA -i' T ''30,60HZ 4BOV-2081120V P205 I P100 - 350 & M205 PNL TD PQM I-200 kVA P-205 PIPELINE PUMP I ,. - LP-100 AREA LIGHTING PANEL LB-215 PIPELINE PUMP LOAD BANK 200kVA ..._> ( \ " --------- -~---· -· -----~~--· - - M352 P-352 POLYMER PUMP - - 0.5 M355 P-355 POLYMER STORAGE TANK AGITATOR - - 0.5 CV. M356 P-356 POLYMER MIXING TANK AGITATOR - - 5 M358 P-358 FLOCCULENT MIXING TANK AGITATOR I • I ' -- ---- -,, - - M-210 F-210 PUMP BUILDING FAN ' I ,, M361 P-361 OAF FRESH WATER PUMP -;::; [L 5 M-211 C-211 INSTRUMENT AIR COMPRESSOR • I ' - 15 M390 C-390 OAF COMPRESSOR i ,) 40A " 25 kW - 25KW PUMP BUILDING NC t- - 1 M391 P-391 OAF SLUMP PUMP E ' 2 kW 2kW PUMP BUILDING HEATER I I ,. c--: 0 ---- - - - ---- --I---- - - 5 M392 P-392 OAF EXHAUST FAN - 5 M395 p.395 OAF BUILDING VENT FAN NO. 1 SCALE; N.T.S. 5 M396 P-396 OAF BUILDING VENT FAN NO. 2 DATI' Samuel Engineering (SE.). !twas D RE-JSSUED FOR PERMfTTING prepared solely fmthe 01/02/2014 MEK DESIG''°' M.KAMMERZELL 08/23/13 -, I I F Dwner's/Clienfs use on this . pmjectocly. Use, capyar C ISSUED FOR PERMIT-INCREASED PUMP HORSEPOWER 11/15/2013 MEK DRAWN' M.KAMMERZELL 08/Z 3/1 3 cucAnuN' GARFIELD COUNTY, CO disclosure of any information 11/12/2013 RE CeECKffi R. ELDRIDGE SE's consent, is strictly prohibited, s E S I E ' ' I shown, in whale or in part, without B ISSUED FOR PERMIT 0110212014 @ is a copyright breach and may be 1-------11------------------1---+---+--+--+--+-----------------+---+---ji---+---+--+--+--+-----------------!---+---li----------+------1 l"eaPmroviUdeeSoluti'onnsg ln.88 ring prosecuted. Anyunauthorlz:ed DV'IGNO. DESCRIPTION I-er: t-cr: NO DESCRIPT!CN DATE BY 1-cr: I-tr NO DFSCRIPTION DATF BY APPROVED:D.NOWICKI 01!0212014 ·r reuse shall be at the sole risk of ~ ~ ~ ~ W !z: ~ ~ ~ ~ ~ 8450 E. Crescent Parkway, Suire 200 Phone: 303.714.4840 theuser. REFERENCE DRAWINGS ~~ ~~ 0 REVISIONS a ~~ ~~ ~ REVISIONS APPROVED GreenwoodVillage,C080111 Fax: 303.714.4800 A I B I c D I E I F I G TITLE HOUSE LOG TANK FACILITY ELECTRICAL ONE-LINE DIAGRAM G I H I H 1 - 2 - 3 - 4 PROJECT NO. 13041-01 DRAWING NUMBER RE~' EE-100 - D 1 2 3 n, ic' ' •• ' , __ , ~: :--'---' ·4 i' '- c; __ , ') ~:--,- ('' -' ,. A PLANT NORTH LEGEND [] - - - -. NOTES: CLASS I GROUP D DIVISION 1 [] -- ' - \ \ CLASS I GROUP D DIVISION 2 B 1. AREA CLASSIFCATIONS DETERMINED PER AP! RECOMMENDED PRACTICE 500: "RECOMMENDED PRACTICE FOR CLASSIFICATION OF LOCATIONS FOR ELECTRICAL INSTALLATIONS AT PETROLEUM FACILITIES CLASSIFIED AS CLASS l, DIVISION 1 AND DIVISION 2." THIRD EDITION, DECEMBER 2012. FIGURE NUMBERS REFERRED TO IN THE DETAILS FOR AREA CLASSIFICATION ON THIS DRAWING MATCH THOSE IN THE AP! RP 500 PUBLICATION. 2. AREA CLASSIFICATIONS FOR PROCESS EQUIPMENT VENTS, RELIEF VALVES, AND OTHER MISCELLANEOUS VENTS NOT SHOWN ON THE AREA CLASSIFICATION PLAN ARE COVERED IN FIGURES 14, 15 & 18 ON DRAWING EE-901. 3. REFER TO SECTION 8.2.5.1 WHICH STATES: "ADEQUATELY VENTILATED ENCLOSED AREAS CONTAINING GAS-FUELED ENGINE/TURBINES WITH FUEL PRESSURES INSIDE THE ENCLOSURE EXCEEDING 125 PSI SHOULD BE CLASSIFIED DIVISION 2 TO THE EXTENT OF THE ENCLOSURE. ADEQUATELY VENTILATED ENCLOSED AREAS CONTAINING DIESEL-FUELED OR GAS-FUELED 125 PSI NEED NOT BE CLASSIFIED SOLELY BY REASON OF THE ENGINE/TURBINE FUEL, REFERENCE NFPA 37." c \ \ --·---------------- --~ -------'-""-___ ,, ______ - ------------------------- I _J TK-203 --PRODUCED WATER STORAGE N0.3 (FUTURE) D ---------------------------------- CONTAINMENT DIKE E FIG. 6: GUN BARREL TANK OIL TANK .•A;,.·· y:· , I TK-100 I I TK-120 _; \ \ _____________________ ,, ____ " --- ' I +------- ,. --------------·------------- TK-202 PRODUCED WATER STORAGE N0.2 (FUTURE) DIV. 1 f4 (TYP.]- _---_ -jfj FIG. 50:...Vl SUMPS F -·--- - ------- TK-202 F-101/102 ---" .. ;~~~~~,~:.:cw . ---------- _ __ _ OFFICE, UTILITY AND STORAGE BUILDING lO'R_J - ------- -(TYPICAL) - -I DAF BUILDING (FUTURE) FIG. 49: ~ FILTRATION SKID lO'R (TYPICAL) ~-FIG. 48: vcu LIQUIDS DRAIN TANK y FIG. 50: PRODUCED WATER STORAGE N0.1 ./""-DIV. 1 (WITHIN TANK) ~FIGS. 14, 15, & 18: I METERING SKID I I \ -'~------- -1-c . -' () ... __ : ' _:-_-; ' ;: -.----"-"' -§ -, G / It------lO'R (TYPICAL) '""'·'. ~FIGS. 14, 15, & 18: FUEL GAS SKID ~SEENOTE3: w.. METERING -·~ GENERATOR BUILDING FIG. 53: H-510 GLYCOL HEATER PUMP HOUSE VAPOR-TIGHT WALL Tr•io-, ·'.k•curn0r:t ;,, ;:;o;::vrignfud and !'> 2r; .;t[;[l'lJik::nt ui' s-;:1\llCE ";JV SCALE: 1"=30' OAT!' CLIENT: BERRY PETROLEUM COMPANY TITLE pr:;jeo ,,;:if \_;.,-,~, ::r<y v: •'.'.iSCIGSlii'E: 0! <.li''",/ ili 1(>i'l''~:1cfi i:,;,, ,_:;1~.\/ii-;1n ).)·"o<lCh ;;ind -n~;"1 t:E' P< •>S,.'VA-.-:vi /\n:;· -.ii1"!d:hcil2i_ n~u:--.<: ~;11:~:! t'<e ,11 ·!111'1 :>n ~ iiCO!-of !f'ic' t.,,,o.;, CH JK DN C RE-ISSUED FOR PERMIT 1/02/1 LBM DES'3NED\ L.MUGGE 10/24/13 CH JK DN B ISSUED FOR PERMIT 1/12/l LBM DRAWN L.MUGGE 10/24/13 LOCATION GARFIELD COUNTY co ' REFERENCE DRAWINGS EE-901 AREA CLASSIFICATION DETAILS A ISSUED FOR REVIEW 1/01/l LBM cHEcKED• D.NOWICKI 10/30/13 @ 1-~D-W_G_N_O __ ~-t-~~~~~-D-,-.-c-,-,-,-,-,-D-,~~~~~~~~~-t-~-+-r-.-+~c-ffi-+-~-+-,-o-_1--~~~~~~~D-,-.-C-R_l_P_T_l_O_N~~~~~~~-+~O-A-Tl'~+--,y--il--~--r-~-+-,~ffi-+~-+-,-o-.~~~~~~~~D-E_S_C_R_l_P_T_l_O_N~~~~~~~-t~D-A-TE~+--,-Y-+A-P-PR_O_VE_D_.~~~~~~~---t~~~~----1 ~e~T.i~ee;.~,~a~s{lin~~rin~ !z ~tti w~ ::.:: u~ '-'LI.I a< ~ ~ fil !!; <i' a i5 ~ 8450 E. Crescent Parkway, Suite 200 Phone: 303_714.4840 a g:~ !LIJ.I i5 REVISIONS ~~ g:i:j i5 REVISIONS APPROVED: GreenwoodVillage,C080111 Fax: 303.714.4800 A R r n c c HOUSE LOG TANK FACILITY ELECTRICAL AREA CLASSIFICATION PLAN H PIPELINE TO AND FROM FIELD SCALE: 1" ~ 30' PROJECT NO. 13041-01 DRAWING NUMBER EE-900 I I 1 2 3 4 REV. c , . . , ~-- ,-_,, ; ' ,_,. ~·: - 1 2 3 4 A /DIKE 5 FT AROUND THIEF HATCH B TANK WITHIN DIKE -r TANK WITH REMOTE IMPOUNDING 10 FT • 5 FT I 41QUID SURFACE STORAGE TANK AROUND VENT 5 FT AROUND VENT (NOTE 4) ,; BELOW GRADE LOCATION / SUCH AS A SUMP OR TRENCH _/ 110 FT I N c BELOW GRADE LOCATION SUCH AS SUMP OR TRENCH VAPOR LINE -t=:10 FT- /3 FT RADIUS ;-3 FT I RADIUS l 2 FT I LGRADE \__LIQUID TRANSFER LINE MATERIAL: FLAMMABLE LIQUID; FOR COMBUSTIBLE LIQUID, SEE 8.2.2.6 FIG. 11: D NOTE: E /!OFT ' :'---- ' ~-SFT VENT LINE THE INTERIOR OF THE VENT PIPING IS DIVISION 1. CROSS HATCHING HAS BEEN OMITTED FOR DRAWING CLARITY. FIG. 14: F 18 IN. 3 FT .. /~VENT LINE NOTE: THE INTERIOR OF THE VENT PIPING IS DIVISION 1. CROSS HATCHING HAS BEEN OMITTED FOR DRAWING CLARITY. FIG. 15: G /10 FT MINIMUM : i NOTE: THE INTERIOR OF THE VENT PIPING IS DIVISION 1. CROSS HATCHING HAS BEEN OMITTED FOR DRAWING CLARITY. FIG. 18: 7 10' GRADE_) H / 10'R 10'R I. 10• • I FIG. 48: NOTE 1 HIGH FILLING RATES OR BLENDING OPERATIONS INVOLVING CLASS I FLAMMABLE LIQUIDS MAY REQUIRE EXTENDING THE BOUNDARIES OF CLASSIFIED AREAS. TANK CAR OR TANK TRUCK LOADING AND UNLOADING VIA CLOSED SYSTEM. PRODUCT TRANSFER THROUGH BOTTOM ONLY PROCESS EQUIPMENT VENT IN A NON ENCLOSED ADEQUATELY VENTILATED AREA INSTRUMENT OR CONTROL DEVICE VENT IN A NON ENCLOSED ADEQUATELY VENTILATED AREA (SEE SECTION 8.2.3.2) RELIEF VALVE IN A NONENCLOSED ADEQUATELY VENTILATED AREA (SEE SECTION B.2.3.4.1) HYDROCARBON PRESSURE VESSEL OR PROTECTED FIRED VESSEL IN A NONENCLOSED ADEQUATELY VENTILATED AREA (SEE SECTIONS 10.6.3.1, 10.6.5.1, AND 10.6.7.1) NOTE 2 DISTANCES GIVEN ARE FOR TYPICAL PETROLEUM FACILITIES: THEY MUST BE USED WITH JUDGEMENT, WITH CONSIDERATION GIVEN TO ALL FACTORS DISCUSSED IN THE TEXT. NOTE 3 IF THERE IS NO DIKE AND THERE IS NO REMOTE IMPOUNDING, THE DIVISION 2 AREA EXTENDS 10 FEET HORIZONTAL DISTANCE FROM THE TANK SHELL. NOTE 4 THE INTERIOR OF THE VENT PIPING IS DIVISION 1. CROSS HATCHING HAS BEEN OMITTED FOR DRAWING CLARITY. FIG. 6: FIXED ROOF FLAMMABLE LIQUID STORAGE TANK IN A NONENCLOSED ADEQUATELY VENTILATED AREA (SEE SECTION 8.2.1.1.2) lO'R --_.,...---S'R ~ ~RADE FIG. 49: BALL OR PIG LAUNCHING OR RECEIVING INSTALLATION IN A NONENCLOSED ADEQUATELY VENTILATED AREA (SEE SECTIONS 10.6.6.1.1 AND 10.6.6.2.1) l I I LNON-VAPORTIGHT BARRIER (GRATING) (SEE SECTION 8.2.2.3) TOP OF LIQUID S'R \ \_LIQUID SURFACE STORAGE TANK lO'R VAPORTIGHT BARRIER PUMP HANDLING NON-FLAMMABLE PRODUCED/ PROCESSED WATER-/ I (-~ - - -l__ ). .( I I I I I I ... ~GRADE·' ··' FIG. 50: FLAMMABLE GAS-BLANKETED AND PRODUCED/PROCESSED/INJECTED WATER-HANDLING EQUIPMENT [TANK (IN LOWER FIGURE) AND FLOATION CELL (IN UPPERf'I(;URE)J IN A NONENCLOSED ADEQUATELY VENTILATED AREA (SEE SECTIONS 10.8.1.1.2.1, 10.8.1.1.2.2 AND 10.12.4) (SEE SECTION 8.2.3.1) PIERCED WALL OR NO WALL lO'R S'R~ S'R . \. I ~~-ROOF VENT v,....,.......- ,J-o/.;""-' /""'PIERCED OR // UN PIERCED WALL ~-COMPRESSOR ·~~ OR PUMP a--~~~<" GRADE -------.. -·--'-''-'-~-'--'--'"-_;,._'-'.....;.._-"-;;._-----' GRADE FIG. 53: COMPRESSOR,. OR PUMP IN AN ADEQUATELY VENTILATED ENCLOSED AREA (SEE SECTION 10.9.2) 15'R FUEL GAS (LIGHTER THAN AIR) GRADE · NOTE: ·FLARE TIP UNCLASSIFIED AREA (CONTINUOUS IGNITION SOURCE) 50' R HEAVIER THAN AIR VAPORS 15' R LIGHTER THAN AIR VAPORS · HYDROCARBON FROM PROCESS VENTS BELOW GRADE LOCATION SUCH FLARE DETAIL: FLARE OR INCINERATOR STACK NON-ENCLOSED ADEQUATELY VENTILATED AREA R.EFIN.ERY OR LARGE PRODUCTION/PROCESS FACILITY AS SUMP OR TRENCH THIS DETAIL REASONABLY DEPICTS THE INTENT OF API RP500 (1997) SECTIONS 6.2.4.2 AND 6.2.4.3 AND NFPAA 497 (2008) SECTION 5.4.3. LEGEND CLASS I GROUP D DIVISION 1 T~'j,; JJ1C'.UFl1t,1·;\ ls Cr.1;.'\' ci:i11cd 3nd i;, ;,in n\;':rumsni of ssrvics ~JY Su:n;,,01 E:iQ; i,;.-;l:,_-, ,"H_' ''·-;;,_ c0:.,y or D . . . ' CLASS I GROUP D DIVISION 2 NOTES: 1. AREA CLASSIFCATIONS DETERMINED PER AP! RECOMMENDED PRACTICE 500: "RECOMMENDED PRACTICE FOR CLASSIFICATION OF LOCATIONS FOR ELECTRICAL INSTALLATIONS AT PETROLEUM FACILITIES CLASSIFIED AS CLASS I, DIVISION 1 AND DIVISION 2." THIRD EDITION, DECEMBER 2012. FIGURE NUMBERS REFERRED TO IN THE DETAILS FOR AREA CLASSIFICATION ON THIS DRAWING MATCH THOSE IN THE AP! RP 500 PUBLICATION. a ,,,_;i·_;s.,r·: of anv .nfc,.rn~21ii'A' :,j,._:'C"' • » \'/M!i-0 '.'11 iii P'-'-" 1,v.'.i .;Ill Si-s-.·:.:1c;,,J,i_ ,,: ,trK~F\,-pr·.Jh1'!"1:<:-::ci is c: .:;-.:.~.'J'P\Jn1 br":ad·: 0r·d ;-r.;0 '! Le--- 1·,1 ,_,~_.,,~ -! ,ifot) f\r/ i !)i.'_;I >'-'hC-•! 1,:!C ·; i"V-'1:',-" NO. DESC~lPTIOll. DATE BY >-ow slfl 5 ~~ z ~~ w o~ oc w REVISIONS ~ ,, g: ffi " 0 0 DWGNO. DESCRIPTION REFERENCE DRAWINGS A ~ CH JK CH JK >-" >-5 u• ow ~~ Wz ~i ca oz •w SCALE: N.T.S. DATE CLIENT BERRY PETROLEUM COMPANY TITLE DN c RE-ISSUED FOR PERMIT 01/02/1 LBM DESIGNED: l.MUGGE 10/24/13 HOUSE LOG TANK FACILITY DN B ISSUED FOR PERMIT 11/12/1 LBM DRA1NN: L.MUGGE 10/24/13 A ISSUED FOR REVIEW 11/01/1 LBM ChECKED: D.NDWICKI 10/30/13 NO. DESCRIPTION DATE BY APPROVED: " " c REVISIONS i'i APP RO\/ ED: LOCATIO' GARFIELD COUNTY. co ELECTRICAL AREA CLASSIFICATION DETAILS ~ ~e~Tvi~e~~/§o~sg ineeri ng 1---------------------"-----i-----------t-----1 ~ 6450 E. Crescent Parkway, Suite 200 Phone: 303.714.4640 Greenwood Village, CO 60111 Fax: 303.714.4800 ~ r PROJECT NO. 13041-01 DRAWING NUMBER EE-901 1 2 3 4 RE'/. c 8450 E. Crescent Parkway, Suite 200 Phone: 303-714-4840 Greenwood Village, Colorado 80111 Fax: 303-714-4800 PERFORMANCE SPECIFICATION – PIPELINE PUMP SPECIFICATION 11621 FOR Berry Petroleum Company House Log Tank Facility Project No. 13041-01 Orig./Lead Eng./Prin. Eng.: B. Bergdall Date 08/22/2013 Project Engineer Approval: Date Project Manager Approval: C. Hannen Date 11/13/2013 Client Approval: Date Rev. No. By Revisions Approval Date A BNB Issued for Approval B JMK Issued for Permitting Engineering  Project Controls  Estimating  Construction Management BERRY PETROLEUM COMPANY PERFORMANCE SPECIFICATION 11621 HOUSE LOG TANK FACILITY PIPELINE PUMP PROJECT NO.: 13041‐01 REV. B, DATE: NOV. 13, 2013 PAGE 1 of 7 S:\Projects\13041‐01_House_Log_Tank_Facility\Engineering\MechPipingPD\SpecsDataSheets\11621_ Pumps_A.docx TABLE OF CONTENTS 1.0 SCOPE .......................................................................................................................... 2 2.0 APPLICABLE CODES, STANDARDS, AND REFERENCES .................................................... 2 3.0 BASIC DESIGN INFORMATION ...................................................................................... 3 4.0 PRESSURE CASING DESIGN ........................................................................................... 3 5.0 EXTERNAL NOZZLE FORCES AND MOMENTS ................................................................. 3 6.0 SHAFT SEALING SYSTEMS ............................................................................................. 3 7.0 CRITICAL SPEED ............................................................................................................ 3 8.0 BEARINGS..................................................................................................................... 3 9.0 BEARING HOUSINGS ..................................................................................................... 4 10.0 MATERIALS .................................................................................................................. 4 11.0 NAMEPLATES AND ROTATION ARROWS ....................................................................... 4 12.0 DRIVERS ....................................................................................................................... 5 13.0 COUPLINGS AND GUARDS ............................................................................................ 5 14.0 SPECIAL TOOLS ............................................................................................................. 5 15.0 PREPARATION FOR SHIPMENT ..................................................................................... 5 16.0 GUARANTEES AND PERFORMANCE .............................................................................. 6 APPENDIX A – CENTRIFUGAL PUMP DATA SHEETS ...................................................................... A‐1 APPENDIX B – VDDR ..................................................................................................................... B‐2 BERRY PETROLEUM COMPANY PERFORMANCE SPECIFICATION 11621 HOUSE LOG TANK FACILITY PIPELINE PUMP PROJECT NO.: 13041‐01 REV. B, DATE: NOV. 13, 2013 PAGE 2 of 7 S:\Projects\13041‐01_House_Log_Tank_Facility\Engineering\MechPipingPD\SpecsDataSheets\11621_ Pumps_A.docx 1.0 SCOPE 1.1 This Specification defines the minimum requirements of Berry Petroleum Company (Company) for the design, materials, fabrication, testing, coating, inspection and shipping of one (1) centrifugal pump set. The pump will be installed at a produced water handling facility located in Garfield County, Colorado. 1.2 The Supplier will be required to complete the Pump Data Sheets included in Appendix A with the recommended pump types that best fit these applications and submit them with the quotation. 1.3 Exceptions, alternatives, or additions to this Specification, shall be brought to the attention of the Company in writing at the time the quotation is submitted. 2.0 APPLICABLE CODES, STANDARDS, AND REFERENCES These codes, standards, and references shall be interpreted as the minimum requirements applicable to the subject work, and no statement contained in this Specification shall be construed as limiting the Work to such minimum requirements. The latest editions of the codes listed shall govern all work unless noted otherwise.  ASME B1.1 “Unified Inch Screw Threads, UN and UNR Thread Form”  ASME B15.1 “Safety Standard for Mechanical and Power Transmission Apparatus”  ASME B16.5 “Pipe Flanges and Flanged Fittings NPS 1/2 through NPS 24”  ASME B16.11 “Forged Fittings, Socket Welding and Threaded”  ASME B17.1 “Keys and Keyseats”  ASME, Boiler and Pressure Vessel Code, Section V, Nondestructive Examination  ASME, Boiler and Pressure Vessel Code, Section VIII, Pressure Vessels  ASME, Boiler and Pressure Vessel Code, Section IX, Welding and Brazing Qualifications  IEEE 841 “Standard for Petroleum and Chemical Industry – Severe Duty Totally Enclosed Fan Cooled (TEFC) Squirrel Cage Induction Motors – Up to and Including 500 Horsepower”  NFPA 70, National Electrical Code BERRY PETROLEUM COMPANY PERFORMANCE SPECIFICATION 11621 HOUSE LOG TANK FACILITY PIPELINE PUMP PROJECT NO.: 13041‐01 REV. B, DATE: NOV. 13, 2013 PAGE 3 of 7 S:\Projects\13041‐01_House_Log_Tank_Facility\Engineering\MechPipingPD\SpecsDataSheets\11621_ Pumps_A.docx 3.0 BASIC DESIGN INFORMATION 3.1 The acceptable pump operating region shall be stated in the proposal. 3.2 If the allowable operating region is limited by a factor other than vibration, that factor shall be stated in the proposal. 3.3 The Company shall specify the pump’s normal and rated operating points on the Pump Data Sheets included in Appendix A of this Specification. The Company shall also specify any other anticipated operating conditions. 3.4 Motors, electrical components, and electrical installations shall be suitable for the area classification (class, group, division, or zone) specified by the Company on the Pump Data Sheets and shall meet the requirements of NFPA 70, Articles 500, 501, and 502 as well as the local codes specified and furnished by the Company. 3.5 Supplier shall assume unit responsibility. 3.6 Spare, replacement parts, and auxiliaries shall, as a minimum, meet all the requirements of this Specification. 4.0 PRESSURE CASING DESIGN 4.1 Maximum Allowable Working Pressure (MAWP) shall apply to all parts referred to in the definition of the pressure casing. 4.2 MAWP of the pressure casing flanges shall be greater than the maximum discharge pressure at the pumping temperatures. 5.0 EXTERNAL NOZZLE FORCES AND MOMENTS 5.1 The allowable nozzle loads and a figure with coordinate system(s) in which the loads are applied shall be provided with the quotation. 6.0 SHAFT SEALING SYSTEMS 6.1 Single mechanical cartridge shaft seals shall be supplied. 6.2 Mechanical seals shall be removable without disturbing the driver. 6.3 The pump shall use API Plan 11 seal type. 7.0 CRITICAL SPEED 7.1 The critical speed of the pump shall be at least 20% below the first wet critical speed calculated with twice the normal wear and internal bushing clearances. 8.0 BEARINGS 8.1 Thrust bearings shall be sized for continuous operation under all specified conditions, including maximum differential pressure. Loads shall be determined at design internal clearances and at two times design internal clearances. BERRY PETROLEUM COMPANY PERFORMANCE SPECIFICATION 11621 HOUSE LOG TANK FACILITY PIPELINE PUMP PROJECT NO.: 13041‐01 REV. B, DATE: NOV. 13, 2013 PAGE 4 of 7 S:\Projects\13041‐01_House_Log_Tank_Facility\Engineering\MechPipingPD\SpecsDataSheets\11621_ Pumps_A.docx 8.2 Unloaded bearings must be capable of operation without ball skidding. 8.3 Thrust bearing design loads shall include an allowance for loads transmitted or generated by the coupling. 8.4 Thrust bearings shall provide full load capabilities with the pump’s normal direction reversed. 9.0 BEARING HOUSINGS 9.1 Bearing housings shall be arranged such that the bearings can be replaced without moving or disrupting pump drives or mountings. 9.2 Housings for oil‐lubricated, non‐pressure fed bearings shall have tapped and plugged fill and drain openings of at least ½” NPS. 9.3 Housings shall have constant‐level, sight feed oilers at least 4 oz in size. 9.4 Closed system, balanced pressure line oilers shall be used when applicable. 9.5 Bearing housings shall have replaceable, labyrinth‐type end seals and deflectors where the shaft passes through the housing. Spring‐loaded lip seals are not acceptable. 10.0 MATERIALS 10.1 The material of construction for the pump shall be duplex stainless steel. 10.2 Materials shall be clearly identified in the proposal with their applicable industry standard numbers, including the material grade. If no such designation is available, the Supplier’s material specification, giving physical properties, chemical composition, and test requirements, shall be included in the proposal. 10.3 The Company shall specify any corrosive agents present in the process fluids and in the environment, including constituents that may cause stress corrosion cracking. 11.0 NAMEPLATES AND ROTATION ARROWS 11.1 A nameplate shall be securely attached at a readily visible location on the pump and on any other major piece of auxiliary equipment. 11.2 Rotation arrows shall be cast or attached to each major item of rotating equipment at a readily visible location. 11.3 Nameplates and rotation arrows (if attached) shall be made of austenitic stainless steel or of nickel copper alloy (monel or its equivalent). Attachment pins shall be of the same material as the nameplate or rotation arrow. Welding of nameplates and rotation arrows is prohibited. BERRY PETROLEUM COMPANY PERFORMANCE SPECIFICATION 11621 HOUSE LOG TANK FACILITY PIPELINE PUMP PROJECT NO.: 13041‐01 REV. B, DATE: NOV. 13, 2013 PAGE 5 of 7 S:\Projects\13041‐01_House_Log_Tank_Facility\Engineering\MechPipingPD\SpecsDataSheets\11621_ Pumps_A.docx 11.4 Nameplate shall be stamped with the following information:  Company’s item number  Supplier’s size and model number  Pump serial number  Casing hydrostatic test pressure, in psi gauge  Speed, in Revolutions Per Minute (RPM)  Bearing Manufacturer’s identity numbers  MAWP  Temperature (basis for MAWP) 11.5 In addition to being stamped on the nameplate, the pump serial number shall be plainly and permanently marked on the pump casing. 12.0 DRIVERS 12.1 Driver shall be sized to meet all specified operating conditions, including bearing, external gear, and coupling losses, as applicable. 12.2 Driver shall conform to the applicable inquiry specifications on the data sheet and order. 12.3 Driver shall be designed for incoming voltage of 480 V. 13.0 COUPLINGS AND GUARDS 13.1 Coupling and guard between driver and pump shall be supplied. 13.2 Coupling shall be spacer‐type flexible element, if applicable. 13.3 Coupling and coupling to shaft junctures shall be rated for maximum driver horsepower including service factor, at a minimum. 13.4 Removable coupling guards shall conform to the requirements of all national, industrial, or statutory regulations. 14.0 SPECIAL TOOLS Pump shall be designed to be assembled, disassembled, and maintained with standard hand tools. 15.0 PREPARATION FOR SHIPMENT 15.1 At the completion of the hydrostatic tests, the Supplier shall drain, clean and dry the tested equipment and piping using dried compressed air or nitrogen. The unit shall be thoroughly cleaned inside and outside and shall be free from liquids, grease, weld spatter, scale, slag, rust and all foreign matter. The Supplier shall be responsible for any damage to equipment from foreign matter that was not removed from the unit prior to shipment. 15.2 Immediately upon completion of all tests, Supplier shall protect all machined surfaces with rust preventative. BERRY PETROLEUM COMPANY PERFORMANCE SPECIFICATION 11621 HOUSE LOG TANK FACILITY PIPELINE PUMP PROJECT NO.: 13041‐01 REV. B, DATE: NOV. 13, 2013 PAGE 6 of 7 S:\Projects\13041‐01_House_Log_Tank_Facility\Engineering\MechPipingPD\SpecsDataSheets\11621_ Pumps_A.docx 15.3 Equipment shall be prepared for the type of shipment specified, including restraining of the rotor if necessary, so that the equipment will reach the shipping destination without damage. 15.4 Restrained rotors shall be identified by means of corrosion‐resistant tags attached with stainless steel wire. 15.5 Preparation shall make the equipment suitable for 6 months of outdoor storage from the time of shipment, and no disassembly shall be required before operation, except for the inspection of bearings and seals. If storage for a longer period of time is contemplated, the Company and Supplier shall mutually agree on the procedures to be followed. 15.6 The Supplier shall provide instructions necessary to preserve the integrity of the storage preparation after the equipment arrives at the job site and before startup. 15.7 All flanged openings shall be protected with one (1) piece plywood covers. Plywood covers are to be 3/8 inch thick for flange sizes 6 inches and smaller, 1/2 inch thick for flange sizes 8 inches through 12 inches, and 3/4 inch thick for larger sizes. A minimum of four (4) 3/8 inch galvanized bolts shall be used for flange sizes 12 inches and smaller and eight (8) 3/8 inch galvanized bolts for larger flange sizes. Large galvanized washers are to be used on the flange side of the bolt. Suitable galvanized washers are to be used on the plywood side of all such covers. 15.8 All tapped openings normally plugged during service shall be plugged. All tapped openings disconnected for shipping purposes shall be plugged with solid, long‐ shank steel plugs wrapped with PTFE tape. 16.0 GUARANTEES AND PERFORMANCE 16.1 GUARANTEE 16.1.1 The Vendor shall guarantee the operation of the pump to the design conditions that are given in Appendix A of this Specification. 16.2 PERFORMANCE 16.2.1 Field acceptance tests will be conducted by the Company for the purpose of assessing the pump’s performance at the site of installation. 16.2.2 If the Company finds deficiencies during the field acceptance tests, the Vendor shall make necessary corrections. Upon completion of necessary corrections to allow the unit to meet the Vendor’s guarantees, retest of the pumps may be made at the Company’s option. BERRY PETROLEUM COMPANY PERFORMANCE SPECIFICATION 11621 HOUSE LOG TANK FACILITY PIPELINE PUMP PROJECT NO.: 13041‐01 REV. B, DATE: NOV. 13, 2013 PAGE 7 of 7 S:\Projects\13041‐01_House_Log_Tank_Facility\Engineering\MechPipingPD\SpecsDataSheets\11621_ Pumps_A.docx 16.2.3 If the Vendor cannot meet the performance specifications in a retest, after necessary corrections have been made, the Vendor will refund an amount proportionate to the performance deficiency, but not to exceed the purchase order price of the unit. 16.2.4 Any work or expenses required for warranty or corrective actions due to the Vendor’s error shall not be charged to the Company. BERRY PETROLEUM COMPANY PERFORMANCE SPECIFICATION 11621 LAYDOWN YARD TANK FARM ENGINEERING ESTIMATE PIPELINE PUMP PROJECT NO.: 13041‐01 REV. B, DATE: NOV. 13, 2013 PAGE A‐1 of B‐2 S:\Projects\13041‐01_House_Log_Tank_Facility\Engineering\MechPipingPD\SpecsDataSheets\11621_ Pumps_A.docx APPENDIX A – CENTRIFUGAL PUMP DATA SHEETS Datasheet - Pump Standard (US Units) Project Title: Equipment Service: Job Number: Serial Number: Equipment Number: Req/Spec No.: Manufacturer: Purchase Order: Size:Stages: Type:Model: Service: If Intermittent, NO. of Starts Pumps Operate In: Corrosion due to: Erosion due to: H2S Conc (ppm): Chloride Conc (ppm): Particulate Size (dia in microns) Particulate Conc (ppm) Cooling water Tropicalisation Req'd Electrical Area Classification Zone Temp °F Class Group Press Site Data:Source Elevation (ft) Atm Press (psia)(ppm) Range of Ambient Temps: (Min/Max)Instrument Air: Max (psig) Min (psig) Relative Humidity: (Min/Max) Unusual Conditions Steam: Electricity:Temp (°F)max min Press (psig) max min Proposal Curve No. Driver Type Impeller Dia: Rated Max Min Enclosure Rated Power:(hp) Efficiency:(%) Variable Speed Req'd (gpm) Source of Variable Speed Min Flow: Thermal (gpm) Stable (gpm) Coupled Drive: Direct/Belt to (gpm) Service Factor to (gpm)Nameplate Power (ft)Nominal RPM (hp) Rated Load RPM (ft) Frame or Model (ft) Orientation (ft) Lube Bearing Type Radial Thrust dBA Starting Method dBA See Motor Specification All spaces containing an asterisk (*) shall be completed by Vendor. of * * * * * * * * Inlet Cooling Water Chloride Concentration * * Return Design 11/13/2013 Pump Data psia TBD 8100 10.97 Negligible Outdoors Continuous One (1) * * Centrifugal psig psi Liquid Type/Name: Vapor Pressure: Specific Gravity: Specific Heat: Viscosity: btu/(lbm-°F) cP Units Liquid Characteristics Discharge Pressure Suction Pressure Differential Pressure 0 Flow Pumping Temperature Maximum 1.13 0.50 Max and Min Values 550.0 340.0 340.0 24.0 47.1 47.1 350 350 0.0 630 ID NPSHA Hydraulic Power HP ** Location: Mounted at: Div 2 Garfield County, CO ft Site and Utility Data *Pump shall be constructed of Duplex SS Discharge Suction Nozzles * * Size 150# 150# Rating 630 0 Performance Driver (7.1.5) -30° F to 100° F Sheet Datasheet No.11ARev ** ** TEFC Yes VFD * 1.15 Construction House Log Tank Facility 13041 P-370 * Pipeline Pump * *Rated Curve BEP Flow (at rated impeller diameter) ** Voltage Phase Hertz Utility Conditions 3 ** ** Electric Motor * min * * * 60 Driver Heating Control Shutdown 480 Max Power @ Rated Impeller Max Head @ Rated Impeller Allowable Operating Region: Preferred Operating Region * Est Max Sound Power Level Max Sound Power Level Req'd Est Max Sound Press. Level Max. Sound Pressure Level Req'd * * 4 * * *Suction Specific Speed Suction Specific Speed Limit Specific Speed NPSH Margin @ Rated Flow CL Pump to U/S Baseplate NPSHR @ Rated Flow 85 * Normal 1.0 1 Drivers Heating psig max 10.0 10.0 Operating Conditions 550 Units RF RF Facing refer only to the property listed Notes: Produced Water °F gpm psig Rated Normal Minimum Minimum Maximum 100 70 70 40 630 BERRY PETROLEUM COMPANY PERFORMANCE SPECIFICATION 11621 LAYDOWN YARD TANK FARM ENGINEERING ESTIMATE PIPELINE PUMP PROJECT NO.: 13041‐01 REV. B, DATE: NOV. 13, 2013 PAGE B‐2 of B‐2 S:\Projects\13041‐01_House_Log_Tank_Facility\Engineering\MechPipingPD\SpecsDataSheets\11621_ Pumps_A.docx APPENDIX B– VDDR PROJECT: RFQ NUMBER: EQUIPMENT: REVISON NO. A QTY & TYPE QTY & TYPE QTY & TYPE O + 20 O + 20 O +2 0 R +5 A +1 0 O + 20 R + 5 A + 10 O + 20 R + 5 A + 10 O + 30 O + 30 O + 30 O + 30 O + 20 O + 30 O + 30 S - 10 2. MECH/STR: Design Criteria 1E SUBMITTAL SCHEDULE: (duration is in working days) 1.Effective Date: 21-Oct-13 1E X 1E RESUBMITAPPROVAL 2 X SE I T E M # DRAWINGS AND DATA ARE TO BE FORWARDED TO: 1.AFTER RETURN OF APPROVAL DRAWINGS AND DATA, VENDOR SHALL MAKE ANY REQUIRED CORRECTIONS OR CHANGES AND RETURN CERTIFIED FOR CONSTRUCTION DRAWINGS AND CERTIFIED FINAL DATA. VENDOR'S DRAWINGS AND DATA WILL BE REVIEWED AND APPROVED ONLY AS TO ARRANGEMENT, CONFORMITY TO THE SPECIFICATIONS AND RELATED DRAWINGS. APPROVAL SHALL NOT BE CONSTRUED TO RELIEVE OR MITIGATE VENDOR'S RESPONSIBILITY FOR THE ACCURACY AND SUITABILITY OF MATERIALS AND/OR EQUIPMENT REPRESENTED THEREON. PROPOSAL DRAWINGS AND DATA SHALL BE VENDOR'S STANDARD DRAWINGS IN SUFFICIENT DETAIL TO LAY OUT EQUIPMENT, DRIVES AND ACCESS FOR MAINTENANCE AND OPERATION.1. FINAL DRAWINGS SHALL BE STAMPED CERTIFIED FOR CONSTRUCTION AND SIGNED BY THE VENDOR'S AUTHORIZED REPRESENTATIVE.3. D. O = EFFECTIVE DATE OF PURCHASE ORDER R = DATE RETURNED FOR INCORPORATION OF CHANGES OR COMMENTS FOR RESUBMITTAL (if required) A = DATE OF APPROVAL T- TESTING S = SHIP DATE E.UNLESS OTHERWISE DETAILED IN THE SPECIFICATION OR DATA SHEET, SS NAMEPLATES SHALL BE ATTACHED TO ALL TAGGED ITEMS WITH SS WIRE OR SCREWS AND SHALL STATE THE FOLLOWING INFORMATION: P.O. NUMBER, TAG NUMBER AND EQUIPMENT NAME. F. 3 23-Sep-13 For proposal, the indicated date is the anticipated award date. For P.O.s all deliverables are based off of the effective date. 21-Oct-13 11-Nov-13 9-Dec-13 1E CR I T I C A L 1s t I S S U E SCHEDULE 1E Note 3 Note 2 SCHEDULE DRAWING AND DATA DESCRIPTION GEN: Document List 1E 21-Oct-13 1E 11-Nov-13 WITHBID AFTER RECEIPT OF PURCHASE ORDER (Note 1) SCHEDULE CERTIFIED 7 MECH/STR: Pump Curves 1 X GEN: Detailed Monthly Progress Reports 4 MECH/STR: Foundation, Loading Diagrams, Envelope Column Reactions and Anchor Bolts (as applicable)5 X 8 MECH/STR: Allowable Forces and Moments on Nozzles 1E MECH/STR: General Arrangements MECH/STR: Dimensioned Drawings (Plans & Sections) 4-Nov-13 4-Nov-13 1E21-Oct-13 21-Oct-131E 1E P-205 E = ELECTRONIC (Drawings in ACAD 2008 or newer)DRAWINGS AND DATA P = PRINT APPROVAL DRAWINGS AND DATA SHALL BE COMPLETE WITH EQUIPMENT NUMBERS AND PURCHASE ORDER NUMBERS. THE DRAWINGS MUST SHOW ALL INFORMATION NECESSARY FOR THE DESIGN OF FOUNDATIONS AND ANY CONNECTIONS TO OTHER EQUIPMENT.2. VENDOR DRAWING AND DATA REQUIREMENTS FORM Berry Petroleum Company Pipeline Pump 23-Aug-13REVISION DATE: 13041-01PROJECT NO.: P.O. NO.: A. Shane Owen sowen@samuelengineering.com B. C. THIS SCHEDULE OF DRAWING AND DATA REQUIREMENTS CONSTITUTES A PART OF THE TECHNICAL SPECIFICATIONS AND PURCHASE ORDER. THE PURCHASE ORDER WILL NOT BE REGARDED AS COMPLETE UNLESS THESE REQUIREMENTS ARE FULLY MET. MECH/STR: Bill of Materials TAG NO.(S): 9 9-Dec-13 9-Dec-13 1E 1E 11-Nov-13 CERTIFICATION WARRANTS THAT THE DELIVERED EQUIPMENT SHALL CONFORM TO THE CERTIFIED DRAWINGS AND DATA. SHOULD THE DELIVERED EQUIPMENT FAIL TO CONFORM OR PERFORM, VENDORS SHALL, AT THEIR OWN COST, FURNISH ALL MATERIALS, LABOR AND EQUIPMENT REQUIRED TO CORRECT SUCH FAILURES TO THE SATISFACTION OF THE OWNER AND BUYER. 1E X 1E 4-Nov-13 4-Nov-131E 1E 4-Nov-13 10 ELEC: Motor Data Sheets (completed)X 1E 4-Nov-1312 ELEC: Grounding Requirements and Specifications 1E 6 TBD13CONST: Installation, Operation, Maintenance and Safety Manuals 2P& 2CD 21-Oct-13 11 ELEC: Cable Termination Details S:\Projects\13041-01_House_Log_Tank_Facility\Engineering\MechPipingPD\SpecsDataSheets\11621_VDDR_A.xlsx Page 1 of 2 PROJECT: RFQ NUMBER: EQUIPMENT: REVISON NO. A P-205 VENDOR DRAWING AND DATA REQUIREMENTS FORM Berry Petroleum Company Pipeline Pump 23-Aug-13REVISION DATE: 13041-01PROJECT NO.: P.O. NO.: TAG NO.(S): 10 10 10 10 S - 10 S - 10 S - 5 O + 30 O + 60 T - 20 T -1 0 R +3 A +3 T + 5 S - 3 Notes: 21 PRCMNT: Shipping Schedule 1E 4-Nov-13 20 PRCMNT: Materials manifest and Sub-Item Receiving Report (completed and submitted to buyer's expeditor) TBD TBD 18 TBDQA/QC: Testing Procedures 1E TBD QA/QC: Paint Systems and Procedures 1E 16-Dec-13 1E 1E TBD 1E In O&M 16 CONST: Recommended Parts List with Prices for Startup / Commissioning and Operating Spares 1E In O&M 15 CONST: Lubrication Schedule / Fluid Descriptions The dates in bold/red are the required dates for first submittal for all required information / drawings in that Item #, and take precedence over the number of work days. The dates not in bold/red are No-Later-Than dates, with the number of work days from the return for resubmittal date or the approved date taking precedence. The Document List shall include all drawings or other items that satisfy this VDDR . The corresponding "SE ITEM #" shall be identified with each drawing or item as well as the current revision. An updated Document List is required to be submitted with each drawing / VDDR item submittal. QA/QC: Inspection / Testing Schedule 2 1 QA/QC: Manufacturer's Test Report 17 CONST: Speciality Items / Tools - Req'd for Shipping, Unloading, Lifting/Moving, Installation, and Maintenance PRCMNT: Vendor's List of In-House Orders CONST: Special Shipping and Unloading Instructions 1E 1E 1E 1E 1ETBDTBD At a minimum, the monthly progress reports shall indicate updated progress on key activities that include: 1) date that vendor P.O.s for major material are placed; 2) receipt of major materials; 3) any required inspection hold points; 4) any required shop testing; 5) shipment of finished equipment with expected delivery to site. The DUE DATE of each subsequent month is set by the initial report date. 3 TBD TBD 26 25 24 23 22 19 QA/QC: Material Mill Test Report In O&M 14 CONST: Assembly / Erection Drawings and Procedures In O&M S:\Projects\13041-01_House_Log_Tank_Facility\Engineering\MechPipingPD\SpecsDataSheets\11621_VDDR_A.xlsx Page 2 of 2 Samuel Engineering, Inc.SE We Provide Solutions 8450 East Crescent Parkway, Suite 200 Greenwood Village, CO 80111-2816 Tel: 303.714.4840 Fax: 303.714.4800 Orig./Lead Eng.:J. Kelly Date: Project Engineer Approval:Date: Project Manager Approval:Date: Client Approval:Date: MECHANICAL EQUIPMENT LIST E-ME-101 FOR Berry Petroleum Company C. Hannen 11/13/2013 11/13/2013 Date House Log Tank Facility SE Project Number: 13041 9/10/2013 A JMK Issued for Review Rev. No.By Revisions Approval B JMK Issued for Permitting Samuel Engineering, Inc.SE We Provide Solutions 8450 East Crescent Parkway, Suite 200 Greenwood Village, CO 80111-2816 Tel: 303.714.4840 Fax: 303.714.4800 S:\Projects\13041-01_House_Log_Tank_Facility\Engineering\MechPipingPD\ListsSchedules\MEL Rev B 3 of 5 Client:Berry Petroleum Company Project:House Log Tank Facility Project Number:13041 Sort Order EQUIPMENT NUMBER DRAWING NUMBER DESCRIPTION DESIGN CAPACITY SIZE HP VOLTAGE SCOPE OF SUPPLY MFG.SPEC. NO. P.O. NO.COMMENTS REV NO. 100 H-100 01-PF-101 Gun Barrel Tank HeaterFuel gas fired 5.6 kW 19,211 Btu/h --A 100 TK-100 01-PF-101 Gun Barrel TankAPI 12F 500 bbl 12' Dia. x 25' H --B 101 FL-101 01-PF-101 Filtration Skid No. 1 20,000 bpd --B 102 FL-102 01-PF-101 Filtration Skid No. 2 20,000 bpd --B 103 H-103 01-PF-101 Receiving Tank HeaterGlycol heating coil 25 kW --FUTURE A 103 TK-103 01-PF-101 Receiving Tank 5000 bbl 30' Dia. x 40' H --FUTURE B 120 H-120 01-PF-101 Oil Tank HeaterNatural gas fired 3.8 kW 13,085 Btu/h --A 120 TK-120 01-PF-101 Oil TankAPI 12F 300 bbl 12' Dia. x 15' H --B 201 H-201 01-PF-102 Produced Water Tank Heater No. 1Glycol heating coil 256 kW --B 201 TK-201 01-PF-102 Produced Water Storage Tank No. 1API 650, flat bottom 130,000 bbl 140' Dia. x 48' H --B 202 H-202 01-PF-103 Produced Water Tank Heater No. 2Glycol heating coil 256 kW --FUTURE B 202 TK-202 01-PF-103 Produced Water Storage Tank No. 2API 650, flat bottom 130,000 bbl 140' Dia. x 48' H --FUTURE B 203 H-203 01-PF-103 Produced Water Tank Heater No. 3Glycol heating coil 256 kW --FUTURE B 203 TK-203 01-PF-103 Produced Water Storage Tank No. 3API 650, flat bottom 130,000 bbl 140' Dia. x 48' H --FUTURE B 205 P-205 01-PF-103 Pipeline PumpVFD, multi-stage centrifugal 15 bpm @ 550 psi 6 x 4 350 480 B 206 P-206 01-PF-102 Sump Pump No. 1Submersible 100 gpm @ 53 ft TDH 5 480 A 207 P-207 01-PF-102 Sump Pump No. 2Submersible 100 gpm @ 53 ft TDH 5 480 A 210 F-210 Pump Build Vent Fan 1 480 B 211 C-211 Instrument Air Compressor 5 480 B 300 D-300 01-PF-102 Dissolved Air Flotation UnitIncludes DAF skimmer and DAF auger 20,000 bpd 1, 1/2 480 FUTURE: 2 motors: 1 hp skimmer, 1/2 hp auger A 301 P-301 -DAF Skim Pump 1 480 FUTURE A 302 P-302 -DAF Recycle Pump 20 480 FUTURE A 303 TK-303 -DAF Aeration Tank --FUTURE B 310 P-310 01-PF-102 DAF Effluent PumpVFD, single stage centrifugal 20,000 bpd 20 480 FUTURE A 311 TK-311 -DAF Effluent Tank --FUTURE B Mechanical Equipment List Rev B Date: Nov. 13, 2013 Samuel Engineering, Inc.SE We Provide Solutions S:\Projects\13041-01_House_Log_Tank_Facility\Engineering\MechPipingPD\ListsSchedules\MEL Rev B 4 of 5 Client:Berry Petroleum Company Project:House Log Tank Facility Project Number:13041 Sort Order EQUIPMENT NUMBER DRAWING NUMBER DESCRIPTION DESIGN CAPACITY SIZE HP VOLTAGE SCOPE OF SUPPLY MFG.SPEC. NO. P.O. NO.COMMENTS REV NO. Mechanical Equipment List Rev B Date: Nov. 13, 2013 Samuel Engineering, Inc.SE We Provide Solutions 330 P-330 -DAF Solids PumpRotary lobe 5150 bpd 5 480 FUTURE A 331 TK-331 -Solids Storage Tank --FUTURE B 340 P-340 -Coagulant Tote Pump 120 FUTURE A 341 P-341 -Coagulant Transfer Pump 120 FUTURE A 342 TK-342 -Coagulant Storage Tank --FUTURE B 343 TK-343 -Coagulant Mixing Tank --FUTURE B 344 M-344 -Coagulant Mixing Tank Agitator 3 480 FUTURE A 350 P-350 -Polymer Tote Pump 120 FUTURE A 351 P-351 -Polymer Transfer Pump 120 FUTURE A 352 P-352 -Polymer Pump 1 480 FUTURE A 353 TK-353 -Polymer Storage Tank 90 bbl 7'-11" Dia. X 10' H --FUTURE B 354 TK-354 -Polymer Mixing Tank --FUTURE B 355 M-355 -Polymer Storage Tank Agitator 1/2 480 FUTURE A 356 M-356 -Polymer Mixing Tank Agitator 1/2 480 FUTURE A 357 TK-357 -Flocculant Mixing Tank --FUTURE B 358 M-358 -Flocculant Mixing Tank Agitator 5 480 FUTURE A 360 TK-360 -Fresh Water Storage TankAPI 12F 500 bbl 13'-6" Dia. X 20' H --FUTURE B 361 P-361 -DAF Fresh Water Pump 1 480 FUTURE A 390 C-390 -DAF Compressor 15 480 FUTURE A 391 P-391 -DAF Sump Pump 1 480 FUTURE A 392 F-392 -DAF Exhaust Fan 5 480 FUTURE A 395 F-395 -DAF Building Vent Fan No. 1 5 480 FUTURE A 396 F-396 -DAF Building Vent Fan No. 2 5 480 FUTURE A 400 G-400 01-PF-103 Generator No. 1 480 A 401 G-401 01-PF-103 Generator No. 2 480 FUTURE A S:\Projects\13041-01_House_Log_Tank_Facility\Engineering\MechPipingPD\ListsSchedules\MEL Rev B 5 of 5 Client:Berry Petroleum Company Project:House Log Tank Facility Project Number:13041 Sort Order EQUIPMENT NUMBER DRAWING NUMBER DESCRIPTION DESIGN CAPACITY SIZE HP VOLTAGE SCOPE OF SUPPLY MFG.SPEC. NO. P.O. NO.COMMENTS REV NO. Mechanical Equipment List Rev B Date: Nov. 13, 2013 Samuel Engineering, Inc.SE We Provide Solutions 500 H-500 01-PF-103 Vapor Combustion Unit --A 501 TK-501 01-PF-103 VCU Liquids Drain Tank --B 502 P-502 -VCU Liquids Transfer Pump -480 A 510 H-510 01-PF-101 Glycol Heater 793 kW 2,705,487 Btu/h100° F temp. rise --A 511 TK-511 -Glycol Tank --B 512 TK-512 -Glycol Surge Tank --B 515 P-515 -Glycol Pump No. 1 61.3 gpm 480 A 516 P-516 -Glycol Pump No. 2 61.3 gpm 480 A 517 P-517 -Glycol Pump No. 3 480 A 600 V-600 -Fuel Gas Drain Tank --A 641 H-641 -Fuel Gas Heater --A 642 V-642 -Inlet Gas Scrubber --A 643 V-643 -Fuel Gas Separator --A :~ ,-, <J-''1 ~--1 ,,-=, =i ' . ' 1 - 2 - 3 - 4 A I TO AND FROM FIELD NOTES: 1. TIE POINT FROM FIELD. This document is copyrighted and is an Instrument of service by Samuel Engineering (SE). It was prepared solely for the Owner's/Client's use on this project only. Use, copy or dlsclosure of any information shown, in whole or in part, without SE's consent, is strictly prohibited, is a copyright breach and may be prosecuted. Any unauthorized reuse shat! be at the sole risl<. of the user. rmGNO. A DESCRIPTION REFERENCE DRAWINGS I IF ·-· (NOTE 1) B ~ I PIT 1000 B " w ~ 0 I c FROM LAHH 1000 ON 13041-PD-102 FROM LAHH 1200 ON 13041-PD-103 \--o--o- ~· tffi o• •• •• "" "~ oz 00 •• •z ., •w ~~ ~¥ " 0 w I 0 ~GS'. zso 1000 NO. I HIC' 1,100~ i ,J ,, ' A FROM LAHH 2010 .-o--o--f 2020, 2030 ON 13041-PD-104 ESD 0PAH ~PAL I -' -" ' PIT 1001 ' ~ r-1000 n--:f1 " ·~- DESCRIPTION REVISIONS c DATE SY I D FROM LAHH 2010 2020, 2030 ON 13041-PD-104 T 0 I -~c; FROM LAHH 1000 I/ HIC' '' .-'-r-+>0 ON 13041-PD-102 )----o--O•-+---+ ---[]!lJ--Ji::.,~:}-7'."'iJ: ~ ~ f2 "1001, ID. ~-i~"'---"-' ESD I 1 Ij ~· 11~ oo~~I 00-@~~ FROM LAHH 1200 ON 13041-PD-103 c ISSUED FOR PERMIT B A "''- D - REVISIONS I 6" 't:o:l' ' " E FROM LAHH 1000 ON 13041-PD-102 ·r I F I G 2"H GT I H PIPELINE PUMP 2"H -6"-PW-XXXX-AS01-2"H GT < 13041-PD-110 GT FROM LAHH 1200 ON 13041-PD-103 \--o•--..,_, FROM LAHH 2010 .-o--o--f 2020, 2030 ON 13041-PD-104 I/ HIC' l'\,1002,, ESD . ~~ I 1002 ,J ~~'" ' A ' " •, \' " ' I~ zso xv 1002 Fr ,,1002 l~'. FC SCALE: NONE 11/06/13 MB PESIGNED; D, TORRES D. SANTJER APPROVED: E I 2"H GT DATE 08120113 08/23113 FIT 1000 FE 1 ooo TO GUN BARREL L( 2"H ' 6" 6" 6" 6"-PW-XXXX-AS01-2"H GT '-TK-100 ~ t:o:J ;r ~ -M -~-:;r t:o:J : ..... ---1: N :r--.L..-------c:r-;....;..;....;..;.;,,;.;.;.;;.;.;..;.;....;.;.._-7/ 13041-PD-102 ~ X"x6" X"x6" ~ GT "-------------/ 6" " A cll'NT BERRY PETROLEUM COMPANY LOC•TIO> GARFIELD COUNTY, co F I TITLE HOUSE LOG TANK FACILITY PIPING & INSTRUMENTATION DIAGRAM INLET METER G I PROJECT NO. 13041-01 DRAWING NUMBER 13041-PD-101 H REV, r-- c 1 2 - 3 c I -- I " (~· ~-~-'·-j .. -1 c:_ c c ,-- -- r_--;-_J I -, ::: ii; 1 - 2 - 3 - 4 A FROM INLET METER > 13041-PD-101 FROM FUEL GAS > 13041-PD-109 I B I FL-101/102 FILTRATION SKID ~ ~ SKID LIMIT I I I ...... - 6"-PW-XXXX-AS01 2"H GT 2"H X" '>-.;....;..;....;....;;...;,;..;;;.;;.;..;.;.;..;;.;.. __ ....,1=_j!!---l"t-i...,.-C~··O--ll~ / 11 r ~ GT -- FILTRATION SKID FL-101 FL-102 X" ~A - - I I I -...... -- X" SKID LIMIT c I .----~ PDAH r---00 PDAH D TK-100 GUN BARREL TANK SIZE: 12'-0" x 25'-0" CAPACITY: 550 BBL 4" I E I F H-100 TK-103 (FUTURE) H-103 (FUTURE) GUN BARREL TANK HEATER CAPACITY: 56 KW RECEIVING TANK RECEIVING TANK HEATER SIZE: 30'-0" x 40'-0" CAPACITY: 5000 BBL GLYCOL COIL CAPACITY: 25 KW XX OZ PRESSURE XX OZ VACUUM THIEF HATCH c§ ____v-- SIZE: 19,211 BTUIH -~ , TO HIC 1000 ON ro~~•-->-1, 13041-PD-101 ! INTERFACE O H DETECTION ~H---------------, ~L I I I I I I LSHH LT I I I 1000 1000 I I I I I I ...,. __ _,: txxJ f- r-----0 G~a --~ TK-100 I I I I I I I I I I I I I I I I I -~I TY /TIC' 1000 \ 1000, ? - re~~ ,~~ H-100 --· -·, : - · : MANWAY: -' '' ·-.. -' B" DRAIN -JNI I G I 2"H 4"-HL-XXXX-AC01 2"H GT -GT / 4"-VG-XXXX-ACO 1 / -j' • B" 'txxJ I ' . IGS' 9• / B" r-, 'll' _,..--7 txxJ ·1--1~---..... --11-I _ .. <N_o_T_E ... 1)_-ll ' a"x:X" FO S"xX" ' , 7 V-BALL Tr 7 X , (NOTE 2) 2"HIGT -B"-PW-XXXX-AS01 2"H GT / FROM GLYCOL HEADER L) ____ 1_3_04_1_-P_D_-_1 o_s ___ ) _ )('~-_G!::~-A':()~_ NOTES: 1. SPOOL FOR FUTURE FILTRATION SKID. 2-VALVE FOR FUTURE DAF. (NOTE 2) w --~ TCV Q 1030 -I/ c TIT TE ' LSLL >-- 1030 TW 1030 1030 1030 i H-1031 X" .... ,, I THIEF HATCH ~---- ' '"-,:___:'." ____________ --------- TK-103 (FUTURE) ' ----j_;_.:._j "' '""'"'''" ----!--1"-- • I X" f I SCALE. LT 1030 " ~--._ ------ --"'·. NONE a· ~------;'IYY1'f--------~ ' V'--A-J ' DATE CLIENT BERRY PETROLEUM COMPANY ISSUED FOR PERMIT ----------+----+----i------;c-===---r--;;;;==-1 D. TORRES 08120/13 11 /06/13 MB DESlGNED: D.SANTJER 08/23/13 This document i5 copyrighted and is an instrument Of service by Samuel Engineering (SE). !twas prepared solely for the Owner's/Clent's use on this project only. Use. copy or disclosure of any information shown, in whole or in part, without SE's consent. is strictly prohibited. ls a cOPYright breach and may be prosecuted. Any unauthorized reu&e shall be at the sole risk of the user. i B RE-ISSUED FOR CLIENT REVIEW 11/01/13 ORV\ DRAWN: LDCATION: GARFIELD COUNTY, co !-------+----------------- ---------lf-+-+--+-+-+---------------f---+-+--l-+-+--+-J---..,==..-==-----------+--1--+--------lf----lt-"""'.'.'------------------; I A PRELIMINARY DAS CHECKED: @ REFERENCE DRAWINGS t--DW_O_N_Q_--t-~~-~D-E_S_C_R_IP_T_IO_N _______ __,l----+--+-~---+--1--NO-.+-------D-E_S_C_R_IP_T_l_O_N ______ -4-_DA_T_E-+-.-y ..... _-4-_-+-~-·--+,--+-N-O..j...-----~D-E_S_C_R_l_P_Tl_O_N-------+-DA-T_E__,l--,y--+-AP-P_RO_~_D_: -------t----i ~e~~'~e~~/~o~~ineering rffi Olli ~~ Qlli " Ii ~~ 35 5 ';;:; wO Wz 5 8450E. Crescent Parkway, Suite200 Phone: 303.714.4840 a ~~ R:ffi 5 REVISIONS ~ ~~ ~~ ~ REVISIONS APPROVED: GreenwoodVillage,COB0111 Fax: 303.714.4800 A I B I c D I E I F I -·-·······-···-·) X"-GL-XXXX-AC01 ""' -·-----------------·· ··--· -·· ---·z TITLE HOUSE LOG TANK FACILITY PIPING & INSTRUMENTATION DIAGRAM TK-100 GUN BARREL TANK TK-103 RECEIVING TANK G I H TO OIL TANK TK-120 13041-PD-103 TO OIL TANK VENT TK-120 13041-PD-103 TO STORAGE TANKS TK-201, TK-202 & TK-203 13041-PD-104 FROM FUTURE OAF 13041-PD-115 TO FUTURE DAF 13041-PD-112 TO GLYCOL HEADc" 13041-PD-106 PROJECT NO. 13041-01 DRAWING NUMBER 13041-PD-102 H 1 2 - < 3 > 4 > REV. c :_,_ :> 0 ,,, , c, ~ '"'----':, J '.:' 1 - 2 - 3 - 4 A FROM GUN BARREL VENT > TK-1 DO 13041-PD-102 FROM GUN BARREL TANK > TK-100 13041·PD·1D2 FROM FUEL GAS > 13041-PD-109 NOTES: 1. BREAKAWAY. This document is copyrighted and is an instrument of service by Samuel Engineering {SE). It was prepared safely for the Owner's/Client's use on this project only. Use, copy or disclosure Of any information shown, in whole or In part, without SE's consent, ls strictly prohibited, is a copyright breach and may be prosecuted. Any unauthorized reuse sh.all be a1 the sole risk of the user. OWGNO. A I B I c I 4"-VG-XXXX-AC01 4"-HL-XXXX-AC01 2"H GT 2"H - <( TY /TIC' 1200 '1200 / ~ ¢ \1200) -I/ DESCRtP-ION NO. i DESCRIPTION DATE I BY ; REFERENCE DRAWINGS w " 0 REVISIONS I B I c D I E I F I H-120 TK-120 OIL TANK HEATER OIL TANK CAPACITY: 3.8 KW SIZE: 13,085 BTU/H .. 0 ~~~ -- LSLL 1200 TIT TE TW 1200 1200 1200 ~ H-120 >-" >-" NO. 0W o~ wO ~~ ~ "" hl oz 00 ~~ rrz ~ <w 0 D SIZE: 12'-0" O.D. x 15'-0" HIGH CAPACITY: 300 BBL -0 I SLOPE - 3"-VG-XXXX-AC01 VAPOR BALANCE l o -0--o>---..,• / TO HIC 1 ODO ON ~ 13041-PD-101 PHASE I I DETECTION ~LAH I 1'LAHH 1200 LSHH © -~ XX PRESSURE ~ ;, j1 XX VACUUM ;, ~ g 1200 0 ~I~~--- TK-120 4"-0L-XXXX-AC01 2"H HI- 4"DRAIN HNI i 2 FT. LIQUID TRAP ' 3" -- 4" ~ 'IYYll--""![ .~ \ I DRIP POT CUENT BERRY PETROLEUM COMPANY LOCATION GARFIELD COUNTY, co DESCRIPTION DATE BY APPROVED: ----.---__, ~ ~.'1.TvY.~t,~~JJineering ~ 8450 E. Crescent Parkway, Suite 200 Phone: 303.714.4840 REVISIONS APPROVED: Greenwood Village, CO 80111 Fax: 303.714.4800 I E I F I G I H TO WATER STORAGE TANK VENT 4"-VG-XXXX-ACD1 ""' TK-201 13041-PD-104 TITLE HOUSE LOG TANK FACILITY PIPING & INSTRUMENTATION DIAGRAM TK-120 OIL TANK G I / PROJECT NO. 13041-01 DRAWING NUMBER 13041-PD-103 H 1 2 3 REV. c ., ' c.; .. ' "' ! <'1 '--'c_:_J . ' 1 2 3 4 NOTES: A FROM OIL TANK VENT TK-120 13041-PD-103 TK-501 13041-P0-107 FROM GLYCOL HEADER 13041-PD-106 TO TRUCK LOADOUT 13041-PD-116 WATER DISCHARGE PUMP P-205 13041-PD-110 FROM GUN BARREU FUTURE OAF TK-100 13041-PD-102 4"-VG-XXXX-AC01 B H-201 PRODUCED WATER TANK HEATER NO. 1 GLYCOL COIL CAPACITY: 873.293 BTU/HR - TK-201 PRODUCED WATER STORAGE TANK NO. 1 SIZE: 140'-0" 0.D. x 48'-0" HIGH CAPACITY: 130,000 BBL c P-206 SUMP PUMP NO. 1 C> I -<!>--TO HIC 1000 ON ro--0--0--0--0--0--0 I o--o~ 13041-PD-101 0 ~ ~ i-~ I I I I I I I I I I I 4"-0L-XXXX-AC01 2"H GT 6"-PW-XXXX-AS01 2"H GT 8"-PW-XXXX-AS01 2"H GT I I X" r:xxH X" r:xxH X" r:xxH I PHASE 0 1 ~~': l : : I XX OZ PRESSURE XX OZ VACUUM THIEF HATCH ' ):{ 0 .,. .l::i. _, LIT 2010 TO PIG 2051 ON 13041-PD-110 I t I -----------------~-0 ~ ~ TK-201 _,_ ___ , X" XX" H-201 (NOTE 1) 2"H GT 2"H GT 2"H GT l .... FLOATING \ OIL I SKIMMER I ,_. .. / I ~-- I I .~ ~ 6" H:o:J---1--. 0 4" H:rxJ 4" DRAIN NI 0 ! I l 1 1 0 I l I I I I I 0 I t ,----~ I ~ I I I I I I I I I I I TY 2020 ! X"-GL-XXXX-AC01 '-------------------------------------------------~·····-··-·-·····--·----- I I X" ~-[ ___ _ ~~~~TION II II .L'===· ==='l P-206 1. PROVIDE ACCESS FOR TANK HEATER MAINTENANCE AND REMOVAL. c D 0 ~ I I X" H-202 PRODUCED WATER TANK HEATER NO. 2 GLYCOL COIL CAPACITY: 873,293 BTU/HR (FUTURE) XX OZ PRESSURE XX OZ VACUUM I J .. E TK-202 PRODUCED WATER STORAGE TANK NO. 2 WATER TRUCK/ CAPACITY: 130,000 BBL (FUTURE) ______/,',._ TO HIC 1000 ON lo-o--o--o~o---\ 13041-PD-101 ol PHASE o DETECTION ~ I I 0LAH ~LAL I I LALL 2020 (FUTURE) X" XX" SECONDARY CONTAINMENT LSLL ---l 2020 ~ - ! 4" DRAIN ! ! h ) l ;------1 : '•'1 ~-J l --· j • x F r ----~ I ~ I I I I I J I TIT I I I I I 0 ~ I I .l (T1T 2031 H-203 PRODUCED WATER TANK HEATER NO. 3 GLYCOL COIL CAPACITY: 873.293 BTU/HR (FUTURE) G TK-203 PRODUCED WATER STORAGE TANK NO. 3 SIZE: 140'-0" O.D. x 48'-0" HIGH CAPACITY: 130,000 BBL (FUTURE) 4"-VG-XXXX-AC01 ~ TO HIC 1000 ON lo--0--o--o-y-v---\ 13041-PD-101 XX OZ PRESSURE XX OZ VACUUM THIEF HATCH ' ' +¥ .. ·········' g r ~ ~ I I PHASE DETECTION WLAH ~LAL I I TOPIC 2051 ON 13041-PD-110 T t 0 I i : ' ;.,_ .. _________________ _;.;)__. -~:_J. ·0·1 ~---................. ' ' \, / I j ',l/. j IF I \ I i ----I ' " ' LALL 2030 I \ I '--'---'-"-'-t·_,l T K-2 03 /I 11' X" / I I (FUTURE) ,,.---I ( i I I \ ! X" ) X" I'~ ·~ " ---" 6'' FLOATING \ . , , . SKl~1~ER ) i ~ ' I ____ / iV I i 4" X" X" '---~ (' .. ,MANWAY' I ~-·-··-<· r, ,. ·---.. , ' L H-203 (NOTE 1) --/ XX" DRAIN t ~'-i t -... _ ... Y X"-GL-XXXX-AC01 SCALE: NONE DATE Cl.JENT• BERRY PETROLEUM COMPANY ----+-------! TITLE ISSUED FOR PERMIT 11 /06/13 MB DESIGNED: D. TORRES 08120/13 HOUSE LOG TANK FACILITY This document is copyrighted and Is an Instrument of service by Samuel Engineering (SE). It was prepared solely for the Owner'sJClienfs use an this project only. Use, copy or disclosure Of any information shown, in whole or in part, without SE's consent, ls strictly prohibited, Is a copyrfght breach and may be prosecuted. Any unau.1horized reuse shall be at the sole risk of the user. B RE-ISSUED FOR CLIENT REVIEW LOCMION' GARFIELD COUNTY, co i--~~~i-~~~~~~~~~~~~~;-~t--t--~t--t---t~~~~~~~~~~~~~~-J-~~i---1-~!--!-~+--+--l~P~R~E~LIM~l~NA~R~Y~~~~~~~~~~-t-~~l--!-~~~~~~~-t-~~~4-~~..;;;..:....:....;,;;;;;;:_.:....:...:...._;_,;_;..:.,;;_~~~~~~--IPIPING&INSTRUMENTATIONDIAGRAM A oAs CHECKED• @Samuel Engineering TK-2011TK-2021TK-203 PRODUCED WATER TANKS 08123/13 D. SANTJER 11101/13 ORW ORAWN, DWGNO DESCRIPTION NO. i DESCRIPTION DATE REFERENCE DRAWINGS REVISIONS A B c BY @ T 0 NO, DE 5 c RI p Tl 0 N DATE BY APPROVED. We Provide Solutions --'-------------------'----'---1----------+------I 8450 E. Crescent Parkway, Suite 200 Phone: 303.714.4840 REVIS I 0 NS .ePRovm Greenwood Village, CO 80111 Fax1 303.714.4800 D E F G H TO COMBUSTOR H-502 13041-PD-107 TO GLYCOL HEADER 13041-PD-106 PROJECT NO. 13041-01 DRAWING NUMBER 13041-PD-104 H 1 2 3 REV. c 1 - 2 - 3 - -'4 ,·. ·, A I B GLYCOL DISTRIBUTION HEADER I TK-512 GLYCOL SURGE TANK SIZE: XX'-0" O.D. x XX'-0" SIS CAPACITY: XXX BBL c TK-511 GLYCOL TANK SIZE: XX'-0" 0.0. x XX'-0" HIGH CAPACITY: XXX BBL I D P-515 GLYCOL PUMP NO. 1 CAPACITY: 61.3 GPM ------- I P-516 GLYCOL PUMP NO. 2 CAPACITY: 61.3 GPM ------- E I F P-517 GLYCOL PUMP NO. 3 --------------- I H-510 GLYCOL HEATER CAPACITY: 793 KW SIZE: 2,705,487 BTU/H G • • • • .., -• • " n • • • • • • • • • • • • • • • • ------- I H GLYCOL DISTRIBUTION HEADER L~----1_3_04_1_-P_D_-_10_6 __ __,) /UC" LAH 5120, LAL /XI ' ,5160,_, o----o--o--o--o--o----o•--t---1---o /xv' ~ ,516~ l .-----------------------------------------1:~l1 ___ x_ .. _-G_T_-xx_xx_-_A_c_o1 __ L'\-::_~--------~> 2 13041-PD-106 Th.is document is copyrighted and is an instrument of service by Samuel Engineering (SE). It was prepared solely for the Owner'sJCfient's use on this project only. Use, copy or disclosure of any information sh.own, in whole or in part, without SE's consent, is strictly prohibited, is a COPYriQht breach and may be prosecuted. Any unauthorized reuse shall be at the sole risk. of the user. T T I J ' 7 ~ X" X" " , I tn::l 1-v ~ L I' T T TK-512 i I I 9 --o- X" Pl 5160 ,0 x ' X''xX" /XI'\ ,s1so ..... ct;> ....J... ~M5160 / ' P-516 --0----0--0--o--o--o-l-"'--+--•o 'xv' ~ Y" Pl 5150 -'l A '5150..1 © ....!... ~M5150 Pl 5161 ... )}" ... -, v ..... , 7 ><-" ' '~ x " Pl 5151 ' X" X"xX" !:..,_ -._ ________ _._ __ ..,.._ __ _, .. [X•:x:r-·----.._...,._ ..... _ _,J:--_,: :1-•'..-<1111-_ x.;xx" ' -x TK-511 X" Hll ,-. -- -------------- Pl 5170 u, ~ -- ' .. X"X)(" -"!.+~'-" '-... / / " P-515 P-517 ------- ~ X"xX" Pl 5171 ----- X" ' ATM X" v .__ii- H-510 x· X" " ' ' - X" " ' GLYCOL SKID BOUNDARY --------- ------------ [ SCALE: NONE DATE curnr BERRY PETROLEUM COMPANY 1-----t------------------i---t--t-----t---+--1------·····················--------------1---+----11-----l---+--+--l--c-+7.1s~s~u~E~D~F~O~R~P~E~R~M~IT=-----------~1-1-10-6-l1-3+-M-B--+o-E-SIG-N-ED-.-D-.-T-0-R-R-E-S~-+--O-W-2-~-13---I t--~--t-----------~-------1--+--+--t-~-1--1--------------------41----l----41----l-------+----+--~1----+--~~~~~~~~~~~~------+-----+--+--------------~-t-------t RE-ISSUED FOR CLIENT REVIEW 11101113 ORW DRAWN t-----f--------------------l--+---+--+---+--1--------------------ll----l----ll----l--l----l---1---+=====-------------~---------+--·-· LOCATION: GARFIELD COUNTY, co D. SANTJER 08/23/13 8 ! DAS CHECKED: 7 A PRELIMINARY @ t--DWG_N_p_--t-----0-E-SC_R_l_P_T_IO_N ________ +-+-_-"-+-_-"+-+-.c-. r-------0-E-SC_R_l_P_T_IO-,-. ------+-P-A-TE-+-f_ -,-y+-+"-"-+--+-+-N0-.+-------0-E_S_C_R_IP_T_l_O_N ______ +_DA_TE_+-.-y-+A-P-PR_CN_E_D:--------l-----I ~e~~/~C~~f~o~~ineering oL.LJ ut:l ulU t;lij I ffi a§ a§ ~ ~ ~ ~= I hl 8450 E. Crescent Parkway, Suite 200 Phone: 303.714.4640 a [~ [~ p REVISIONS iH ~§ 0 REVISIONS APPROVFO GreenwoodVlllage,C080111 Fax: 303.714.4800 REFERENCE DRAWINGS A I B I c D I E I F I - SET@ XXX PSIG I I I FROM FUEL GAS ,_.._~~v~:~~l~~-~-~----l:!~I ~~x-·c_FG_-_xx_x_x_-s_c_o1--<<~---------~-' 13041-PD-109 _ - - I I FOR DETAILED GLYCOL SYSTE~M INSTRUMENTATION SEE 13041-PD-XXXX-XXX ------- TITLE HOUSE LOG TANK FACILITY PIPING & INSTRUMENTATION DIAGRAM GLYCOL AREA G I PROJECT NO. 13041-01 DRAWING NUMBER RCV. - c 13041-PD-105 H 1 - 2 - 3 - ( J [_'._ L 1 - 2 - 3 - 4 > > A FROM GLYCOL HEATER H-510 13041-PD-105 HEAT TRACING FROM FUTURE RECEIVING TANK > TK-103 13041-PD-102 FROM PRODUCED WATER TANKS > TK-201 13041-PD-104 I 8 I c I D ' ' x ' , X"-GL-XXXX-AC01 X"-GL-XXXX-AC01 X"-GL-XXXX-AC01 X"-GL-XXXX-AC01 • X" '' I X"xX" SET@ ;µ v - E --; )< 'r SCALE: NONE I F I + ' "'Z ' -, x 'r I - ClATE This documenl is copyrighted and is an Instrument of service by Samuel Engineering (SE). It was prepared solely forthe Owner's/Client's use on this project only. Use, copy or disclosure of any infOnnation shown, in whole or in part, without SE's consent, is strictly prohibited, Is a copyright breach and may be prosecuted. Any unauthorized reuse shall be at the sole risk of the user. 1------1--------------------1---+---+---+---l--+--------------------I----+--+--+--+-----+----_, ----!-=======--------------ISSUED FOR PERMIT CLIENT BERRY PETROLEUM COMPANY c 11106113 MB DESIGNED; D. TORRES 08120113 8 RE-ISSUED FOR CLIENT REVIEW DRlllWN: L, RIVAS 09112113 LOCATION• GARFIELD COUNTY, co REFERENCE DRAWINGS r• rffi NO. DESCRIPTION OATE BY r" "" NO_ DESCRIPTION o• u• ~ t!l r wO Ow ~ " wO ~ z -, < Wz 0 z "< ~z 0 w oz o~ w REVISIONS ~ oz d5 w REVISIONS " •< •Z I •< <Z I 0 ., ow 0 u o> ow 0 APPRUVED: 1 A PRELIMINARY LR "".""'"' @s 1 E . . 1--D-W-G-,O-_ -+-----0-E_S_C_R_l_P_T_I o-.----------il---l,--l--1-1---il--+-------------------+---+--+--+--+--+--+---i-------------------1--0A_TE_...,,_RY-t-AP-P-RO_V_m_, _______ , ___ _, We~~i~e~a/uti!!~ ineenng I · ---· , ........ ,, .... ___ __, 8450 E. Crescent Parkway, Suite 200 Phone: 303.714.4840 Greenwood Village, CO 80111 Fax: 303.714.4800 A I B I c D I E I F I G I X"-GL-XXXX-AC01 / X"-GL-XXXX-AC01 "" / H HEAT TRACING TO FUTURE RECEIVING TANK TK-103 13041-PD-102 TO PRODUCED WATER TANKS X"-GL-XXXX-AC01 ""' X"-GL-XXXX-AC01 TITLE HOUSE LOG TANK FACILITY PIPING & INSTRUMENTATION DIAGRAM GLYCOL DISTRIBUTION HEADER G I / / TK-201 13041-PD-104 GLYCOL SURGE TANK TK-512 13041-PD-105 PROJECT NO, 13041-01 DRAWING NUMBER 13041-PD-106 H REV. r- c 1 2 3 -,, .-=_: ::=r---._sr. -:::::-r··-, ,-_:.-C:=- '.f"!!:. . -·~ :'..-.-'--- ' 1 - 2 - 3 - 4 A PRODUCED WATER STORAGE TANKS 4"-VG-XXXX-AC01 > 13041-P0-104 I B TK-501 VCU LIQUIDS DRAIN TANK SIZE: XX'-0" O.D. x XX'-0" SIS CAPACITY: XXX BBL LG 5010 SET@ XXXPSIG ~~ T J_ ' 7 ' ' "'" x I c I D I E P-502 H-500 VCU LIQUIDS TRANSFER PUMP VAPOR COMBUSTION UNIT Pl 5010 TK-501 LIT 5010 X" X" . -xr:ll-'--------£0J:---------------------------------1~i~ . IG~~J---------1 I I I ~---- . . /XI'\ I > HOLD ' ! '-5020_,.. ' ,> / LIC' LAH /XV'\ ' -----o--0--0--0--o--o--·o-.-_,,__ _ _. 'e_:· so10 ,5020 LAL 0 1 A_A_~A A A A I: l ' ' -' 7 >< ' , I } I } I ) I } ) > } I /HS 5020_, ' ' I ' ®HOA: ~ ' ' ~M5020: I r > -11--------{:C(]-----------------.....l-----,--~':i:::i---f-*"') ' ' 7 ' >-x t:..~ > > I ' ' ' P-502 ~~'-'''-A._~''--..A._'./-_/ c ISSUED FOR PERMIT IGN 5000 BE 5000 ' J I H-500 X" X" . . ' SCALE: 11106113 MB DESIGNED' I TW 5002 TW 5001 NONE TE 5002 TE 5001 D. TORRES I r--00 I I I __ l __ --5:'Sl ~ n 5001 X" X" . - F ~--@ l I S I I I I I I ~ DATE CLIENT BERRY PETROLEUM COMPANY 08/20113 B RE-ISSUED FOR CLIENT REVIEW 11101113 ORW DRAWN' D. SANT JER 08123113 LOCATION' GARFIELD COUNTY, co I SET@ XXX PSIG ~~ ASSIST SET@ XXX PSIG ~~ PiLOT G • TITLE HOUSE LOG TANK FACILITY I X"-FG-XXXX-BC01 X"-OL-XXXX-AC01 This document is copyrighted and is an instrument of ;service by Samuel Engineering (SE), It was prepared solely for the Owner's/Client's use on this project only, Use, copy or disclosure of any information shown. in whole or In part, w~hout SE's consent, is strictly prohibited, is a copyright breach and may be prosecuted. An'/ unauthorized reuse shall De at the sole rtsk of the user. A~~ ~~ @ 1--DW_G_N_O_--+--~-~-D-,-.-CR-,-,-T-IO-,---------+--+-t-,ffi-+-"-ffi-+--+--~u-+-------D-,-.-C-R_"_T_l_D_N ______ -+_DA-~-+-,-y-+--+-o-ffi-1-~-ffi-+--+-,-Q+------~--D-E_S_C_R_l_PT_l_D_N ______ -+--D-~-,--1--,, .... -,,-,R-O-Vffi-, -------+-----~ ~e"'T.,~ee;~,~~~ineering ffi ~~ 3~, hl ffi !!;~ ~~ i @ 8450E.CrescentParkway,Suite200 Phone:303.714.4840 PIPING & INSTRUMENTATION DIAGRAM HEATER AREA REFERENCE DRAWINGS d ~~ g:il:j I 0 REVISIONS 5 ~~ g:~ ! a REVISIONS APPRCVEO: GreenwoodVillage,C080111 Fax'. 303.714.4800 A I B I c D I E I F I G I / H FUEL GAS 13041-PD-109 PRODUCED WATER STORAGE TANK NO. 1 TK-201 13041-PD-104 PROJECT NO. 13041-01 DRAWING NUMBER 13041-PD-107 H < REV. 1-- c 1 - 2 - 3 1 2 3 4 _,_ ~ GAS PIPELINE NOTES: 1. VENT TO SAFE LOCATION. Thie document is copynghted and is an instrument of service by Samuel Engineering (SE}. !twas prepared solely for the Owner'sfClient's use on this project only. Use, copy or disclosure of any Jnformatlon shown, in whole or in parl, without SE's consent, is strictly prohibited, is a copyright breach and may be prosecuted. Any unauthorized reuse shall be at the sole risk of the user. I I I I I I I I I I A B FROM LAHH 1000 ON 13041-PD-102 c TO ATMOSPHERE (NOTE 1) D V-642 INLET GAS SCRUBBER SIZE: O.D.x S/S E V-643 FUEi.. GAS SEPARATOR H-641 FUEL GAS HEATER .......... --... -· ........................................ . ...... ·--·"" -· • • • • • • • • • • • • • • • • • • • • • • • • • • •Sli:~ •• •€J.D. x SIS ....... -. -.. -· ................................ . --- -- - I TO ATMOSPHERE FROM LAHH 1200 • ON 13041-PD-103 )'--O I FROM LAHl-l 2010 o--( 2020, 2030 ON 13041-PD-104 FROM LAHH 1200 ON 13041-PD-103 2"H HIC 6000 c,;,,,.,LCJ ESD r () T 0 HIC , FROM LAHH 1000 ~l-~>f'-1.~-[li[f--+--60-0-1 +-E'°s;;--' ON 13041-PD-102 SET@ ~FPSl---1 -'---I ~ ~ GT ~~ I [ IGS i,--,....-i:::A::J-.,,._-1 .__-! ~ l I UG AG INS X"-FG-XXXX-B C01 -- 2" H GT SET@ XXXPSIG zso 6000 SET@ PY XXX PSIG 6002 X" '-----'------'---! txxl l--*..,.-l---'-'--l SP -- -- . ~ x FROM LAHH 2010 2020, 2030 ON 13041-PD-104 I p X' ,__...--IN H~---;txx:J 1--------------<I-------~{] X" X" -- X" LCV 6430 r FUEL GAS SKID LIMIT V-643 - - SET@ XXX PSIG PY'<-:#---, 60031 ;..,.,,.,.___,, Tl TD ATMOSPHERE SET@ PSI x>~ ~1---l)XHl cso r r J---L-'-'--l txx:l ....--, __ ,__ ___ __,..,__--1 txx:l I • I X"xX" FC I X"xX" X"-XX-XXXX-XXXX -----+.----x Pl Fl 6420 I x V-642 -------- 1" ~ ~ @ TO LCP-XXX ---/ON 13041-PD-XXX AND LCP-XXX ON 13041-PD-XXX 2" GT r-:#---llA LC 6420 2"H GT FUEL GAS SKID LIMIT -- -- ----, I ~ I I -u I I ", I I I \._j H-641 / I X"-XX-XXXX-XXXX X" X" - - X" F T-600 FUEL GAS DRAIN TANK SIZE: DESIGN: -- x· (MAIN GAS) X" (PILOT GAS) G H I I I I X"-FG-XXXX-AC01 TO FUEL GAS DISTRIBUTION f---~~~~~~~~~~~-'> I 13041-PD-109 LIT 6000 T-600 2" H X"-XX-XXXX-XXXX GT FOR DETAILED FUEL GAS HEATER I INSTRUMENTATION SEE XXXXXXXX DWG. XXXXXXXX ---- SCALE; NONE DATE CUCNT BERRY PETROLEUM COMPANY TITLE PROJECT NO. HOUSE LOG TANK FACILITY 13041-01 c ... __ ..... .._~+-··~I---+ -+--t------------------+---t--t--+--t---t--+--t~===oo-===,-------------t---t--t-~------··········· ·1--- ISSUED FOR PERMIT 08/20/13 D. TORRES 11/06/13 MB DESIGNED• B RE-ISSUED FOR CLIENT REVIEW 11/01/13 OR DRAWN 0. WILSON 08126/13 LOCATION GARFIELD COUNTY, co DRAWING NUMBER A~~ ~-@ t--DW-G_N_O.--t--~~~-0-ES_C_R_l_P_T_IO-N--------T--~c-.-r--c-.-t--T-,-o~ .• -------O-E_S_C_R_l_P_Tl_O_N-----~-+-D-~-.-i-~-+--+-c-.-+-c-.-+--+-,-.o~.~--~~--o.-s-c_R_l_P_T_IO-N-------+-O-A~~-+--,y-+-~-,-RO-V~-.~~~~~~-1-~-~-i ~e~~f~e~~,~~~ineering uW o!i:J uW uUJ PIPING & INSTRUMENTATION DIAGRAM FUEL GAS SYSTEM SHEET 1 13041-PD-108 ~~ ~a 6 ~ a§ a~ @ 8450 E. Crescent Parkway, Suite 200 Phone: 303.714.4840 ~~ ~· ~ REVISIONS u~ •• •z ~ REVISIONS APPROVOO. GreenwoodVillage,C080111 Fax: 303.714.4800 W 0 ll.:i 1:1..W (J REFERENCE DRAWINGS A B c D E F G H 1 2 3 REV. c ,;.::2 1i~'.}__ -,-, ")\--- T I 1 - 2 - 3 - > A FROM FUEL GAS SKID 13041-PD-108 I I . . UIT ,,_6420 I 7 , ",';)' 'J FE 6420 B I c I D FROM LAHH 1000 ON 13041-PD-102 I FROM LAHH 2010 2020, 2030 ON 13041-PD-104 FROM LAHH 1200 ON 13041-PD-103 E I AG UG INS F I G I H G-400 GENERATOR NO. 1 G-401 GENERATOR NO. 2 X" ' A X" " .A -. UG AG INS X" . . - INS X" FDR DETAILED GENERATOR INSTRUMENTATION SEE XXXX-PD-XXX G-400 FOR DETAILED GENERATOR INSTRUMENTATION SEE XXXX-PD-XXX G-401 X"-FG-XXXX-AC01 (COAT AND WRAP) TO VAPOR COMBUSTION UNIT ""' TO H-500 / 13041-PD-107 X"-FG-XXXX-AG01 ""' TO PUMP BLDG. HTR . --/ 1------------------------------------~--11-i"l----l[;O:J---:1.= <b (GOAT AND WRAP) UG AG INS """ / UG AG INS """ / '' . X" X"-FG-XXXX-AG01 1---------~-----------------------------11-il----l[;O:J---:f.--£,------------7 ):_ • --(GOAT AND WRAP) v UG AG " INS II X" --'' X"-FG-XXXX-AG01 (GOAT AND WRAP) / UG AG INS ""' / • X". _ X"-FG-XXXX-AG01 f-----~~~~~~-~~-~~~~~-~~~~~~~~~~-~--ii-i"f---tDJ~--:L_)::-~-:::::;:;::;;~~:--~~-j> ):_ • -(GOAT AND WRAP) This document is copyrighted and Is an Instrument of serllice by Samuel Engineering (SE), It was prepared solely for the Owner's/Client's use on this project only. Use, copy or disclosure of any infOrmation G B ISSUED FOR PERMIT RE-ISSUED FOR CLIENT REVIEW SCA...E; 11 /06/13 MB DESIGNE!Jo 11/01/13 ORW ORAWN NONE DATE CU>NT BERRY PETROLEUM COMPANY D. TORRES 08/20/13 08/26/13 IOCATIO"' GARFIELD COUNTY co ' O. IMLSON se-.cons•m.1ss1r1c1~proh1b11.d. Samuel Eng1·neer1·ng Is a copyright Creach and may be l-----+------------------1--i--+--+--+-+------------------+---+--+--+--r--+--t-+------------------+----t---T----------r-----t NO. >-" >-" sliown, in wliole or in part, witliout A PRELIMINARY ORW CHECKED· @ prosecuted. Any unauthorized DWG NO. D Es c RI ., TI 0 N lJ Es c RI p TI 0 N l DATE BY t ffi I-ffi NO. DE s c RI p TI 0 N DATE BY APPROVED: We Provide Solutions reuse shall be at the sole risk of ;zw~ ~ ~ fil ~ ~ 8450 E. Crescent Parkway, Suite 200 Phone: 303. 714.4840 th oz bi5'. w 10 7 ""'"· REFERENCE DRAWINGS REVISIONS a ~~ ~~ Ii REVIS NS APPROVED' GraanwoodVillage,C080111 Fax: 303. 14.4800 ~ oW uW • w" •z d~ as Ll w u ~~ <Z , •W u A B I E I F I v UG AG INS TITLE HOUSE LOG TANK FACILITY PIPING & INSTRUMENTATION DIAGRAM FUEL GAS DISTRIBUTION G I ""' / 13041-PD- TO O~HGE HEATER GLYCOL HEATER TO HE-510 13041-PD-105 TO DAF BUILDING 13041-PD-111 GUN BARREL TANK HEATER TO H-100 13041-PD-102 OIL TANK HEATER TO H-120 13041-PD-103 PROJECT NO. 13041-01 DRAWING NUMBER 13041-PD-109 H REV. i-- c 1 - 2 - 3 - ., ' I ·I r ,. 1 - 2 - 3 - A PRODUCED WATER STORAGE > TK-201, TK-202, TK-203 13041-PD-104 I B ~PAL PIT 2050 - - PSLL 2050 I c I P-205 PIPELINE PUMP CAPACITY: 15 BPM@ 550 PSI MOTOR: 350 HP D FROM LAL 2010, ZA r-7--<:-i AUTO to--\ 2020, 2030 ON /' ZI 13041-PD-104 ,205~ /' XY '\ ENABLE -§. r-----r~o---o OR 0--0--0~-~ o ,2050/ ~ ,_'_s_v_-1-'~~"~"'~E'-~IC VF~SIS ,,_2050/ 2050 ~ SPEED /SI'\ FB I ~RUN .._2050, L__ XI STATUS FAULT I 2050 /'XA' I ....i... ,2oso/ I 'f>AHtf (NOTE 2) (NOTE 1) ,,_2051 / /PIG'\ PAH ,2os1_,... PAL ' I I PIT 2051 ' , IA -< Ol ; F /~ 6DPW-XXXX-AS01 ~ 6'' 6" 6'' ' >< ~ ' 7 x 6" X"xX" I ~ ~ ~ 6" x·xxf-.. -----------''-------''-------l: : ;1------'-----l: N [)Xj1-:-----11~---...-4: lXX1 ;f-6"XX" • ' 7 x:l ~ ~ . . ., I 6"-PW-XXXX-AS01 6"-PW-XXXX-AS01 )----_..,..,-----+--------~---;'lxx:J't-----'~---~-------..-~--.-------js--.____j!.J---j'l--t--tir- 1 I I ;o )-? ...-I l "'.....,,._._""' M ~-;rlxx:J: >!: "' ><,, / " 6" ~------~'"-"'!--~---~ ..... I v-J1 P-205 L ------- ----- ---- - G I H FIELD PIPELINE 6"-PW-XXXX-AS01-2"H GT 2"H - / 13041-PD-101 -GT TO TRUCK LOADOUT '--------------------------------------------------------------------------------------------------------------------------------------------------~~~-----13_0_4_1-_P_D_-1_1_6 __ ~~ NOTES: 1. VALVE WILL OPEN WHEN PUMP IS COMMANDED TD RUN AND HELD OPEN WHILE PUMP IS RUNNING. VALVE WILL CLOSE WHEN PUMP IS NOT RUNNING. 2. PAHH 2051 SET AT LOWER PRESSURE THAN PSV 2050. This document is copyrighted and Is an Instrument of service by Samuel Engineering (SEJ. 11 was prepared solely for the Owner'S/Client's use on this project only. Use, copy or disclosure of any information shown, in whole or in part, without SE's consent. is strictly prohibited, is a copyright breacli aild may be prosecuted. Any unauthori;i;ed reuse snail be at ttle sole risk Of the user. DWGNO. A DESCRIPTION REFERENCE DRAWINGS I ! "" t; fil NO. " 0W ·" ~~ ~ % "" 0 :l a. 00 w [~ X% x ow 0 B c B A DESCRIPTION REVISIONS OATI' BV "" e" NO. " oW ~ltl wO 0 m "$ "~ a. 00 w ~ "" •z x 0 "~ ow 0 I c SCALE· NONE ISSUED FOR PERMIT 11/06/13 MB DESIGNED: D. TDRRES RE-ISSUED FOR CLIENT REVIEW 11101113 ORV\ DRAW'' D. WILSDN PRELIMINARY ORW CHECKED· DESCRIPTION DATE BY APPROVED: REVISIONS APPROVED; D I E JATE CLIENT BERRY PETROLEUM COMPANY 08120113 08126113 LOCATION, GARFIELD COUNTY. co ~ ~.~Tv~.~L§!!~ineering ----.. ~ 8450 E. Crescent Parkway, Suile 200 Phone: 303.714.4840 ·-+---- Greenwood Village, CD 80111 Fax: 303.714.4800 I F I TITLE HOUSE LOG TANK FACILITY PIPING & INSTRUMENTATION DIAGRAM PRODUCED WATER PIPELINE PUMPS G I PROJECT NO. 13041-01 DRAWING NUMBER 13041-PD-110 H 1 - 2 3 REV. c '") -, 'i-~.' ,3~ 1 - 2 - 3 - 4 A I B r------------- 1 ,--------- I TK-360 FRESH WATER STORAGE TANK NO. 1 CAPACITY: SIZE: c TK-XXX FRESH WATER STORAGE TANK NO. 2 CAPACITY: SIZE: I D P-361 DAF FRESH WATER PUMP CAPACITY: MOTOR: 1 HP - - I F-395 DAF BUILDING VENT FAN NO. 1 MOTOR: HP E F-396 DAF BUILDING VENT FAN NO. 2 MOTOR: HP --------------------------------------------------------------------------1 I --------------------------------------1 I I I I I F-XXXX DAF BUILDING VENT FAN NO. 3 MOTOR: HP F F-XXXX DAF BUILDING VENT FAN NO. 4 MOTOR: HP I I I I I I I I I I I 1 I I I I I I I I I i ,-o 0-0-0-<}----0•--u•-O-; 01-0-0-0-0-01 r--o--o--0-0--0--o~--o·---o--: o--0--01--o--o--_o--o--o I ! I :X"_ X"-FW-XXXX-XXXX 2"H > FROM FUEL GAS HEADER 13041-PD-109 I X"-FG-XXXX-BC01 ;---~------~----:i:.-J::--1:1 OQIY~ / J( NOTES: ~ I I I I \ ..J I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I GG (NOTE 1) l I I FRESH WATER TRUCK 1. LOCATE INDICATION NEXT TO TRUCK LOAD OUT. ,_ ____ , ______ _ GT I I I I I I I I ~ ! ~L ~ ! ~LAH 0 1 9 :I ~L 9 :I 9LAL ~ X-VG-XXXX-AC01 X-VG-XXXX-AC01 l LSHH I' L___ LT LSHH I' L_ I T ~~~ LT 01 n r1 1• -----.1:1 .---r l -:=-- 1 l I I 0 I l l I l s ~l~~~ I -~~YY IA,.. ·,.,.;· / zsc zso ~ : ><~ ~"Jl;;~:e~n-. ..:-_-_~_-_-_-_~-----.:N i~ FC -- H X" X"-FW-XXXX-XXXX txxll .. .. 1: TK-360 - 7 • X"xX" X"-FW-XXXX-XXXX I I c ISSUED FOR PERMIT TK-XXX - - SCALE; NONE I DATE ' 11/06/13 MB DESIGNED: D. TORRES This document is copyrighted and is an instrument of service by Samuel Engineering (SE). It was prepared solely for the owner's/Client's use on this project only. Use, copy or disclosure of any information 1------1----------------·-+--+---+---t--i --,-_____ ,, ____ _ I I 08120/13 RE-ISSUED FOR CLIENT REVIEW B 11/01/13 ORV\ DRAWN: 0. WILSON ! 08126/13 -- - 0 I j l I I I 1 1 I I I t ~ ....L \MJMXXXX Pl Pl x ' . ' >< i: X"xX" P-361 ~ X"xX" CUEN'" BERRY PETROLEUM COMPANY LOCATION: GARFIELD COUNTY co ' 7 sE'scon•••l 1sstric•~ prohibited, '------+-----------------+--+--+--+--+--+----------------+---+--+--+--+--+--1r-+----------------+---+---11----------t-1· ------1 Samuel Eng1·neer1·ng is a copyright breach and may be I"' I X" . ' - shown, ln whole or in part, without A PRELIMl~NA~R=Y~ ------------ORW CHECKED: , @ prosecuted. Anyunauthorized DWGNO. DESCRIPTION 1-ffi 1-ffi NO. DESCRlf'TlON PATE i BY 1-ffi; 1-ffi NO. DESCR!Pr!ON DATE BY APPROVED: ; We Provide Solutions reuse shalt be at the sole risk of a:i ~ ~ [i: ~ ~ ~ ~ :;i Ii ~ ~ a 8450 E. Crescent Parkway, Suite 200 Phone: 303.714.4840 theuser. REFERENCE DRAWINGS G ~i ~~ 3 REVISIONS a ~~ ~ffi ~ REVISIONS APPROVED ) GreenwoodVillage.C080111 Fax: 303.714.4800 A I B I C D I E I F I . " G I H - - H2S DETECTION 10% RUN FANS \--o E 40% STOP FANS ON NP-DIV-W-2160 DAF BUILDING FROM FIRE o---) DETECTION STOP ON NP-DIV-W-2160 I I /z1"- .~/ /xi'-- ~/ /x~ F-395 H2S DETECTION 10% RUN FANS \--o E 40% STOP FANS ON NP-DIV-W-2160 H2S DETECTION /zi"- ""-/ /x1'.. "..../ /xy'.. A -II o----/i'---wt----i-><" .. V'""""" I i MXXXX V FROM FIRE o---) DETECTION STOP ON NP-DIV-W-2160 AUTO~H/A -\____) -- - F-396 A I I o-<!>--~r------r><". MXXXX 11 v - FROM FIRE 10% RUN FANS \--o 40% STOP FANS ON NP-DIV-W-2160 E o---) DETECTION STOP ON NP-DIV-W-2160 H2S DETECTION "'°/_;z_'.l""--*-A __ uT_o ~H/A ".... / ""\__) /xi'.. "..../ /x~ - F-XXXX A I I \I ! I v 10% RUN FANS \---o E 40% STOP FANS FROM FIRE o---) DETECTION STOP ON NP-DIV-W-2160 ON NP-DIV-W-2160 F-XXXX A I I o-<!>---\Mjr------r><" MXXXX 11 v - - POLYMER MIXING TANK X" X"-FW-XXXX-XXXX DAF BUILDING -- TITLE HOUSE LOG TANK FACILITY / ( ! TK-354 13041-PD-112 PROJECT NO. 13041-01 --------------. PIPING & INSTRUMENTATION DIAGRAM DAF FRESH WATER TANKS (FUTURE) G I DRAWING NUMBER REV. 13041-PD-111 c H 1 - 2 - 3 - ,-----, ' : ---, I-~ l: I . ';:'':,; ~-' r _J_C'.C I~ T '---- ( A I M-356 POLYMER MIXING TANK AGITATOR X HP ---·----- B M-344 COAGULANT MIXING TANK AGITATOR X HP ---·----- I M-355 POLYMER STORAGE TANK AGITATOR X HP ---·---·-· c P-340 COAGULANT TOTE PUMP AIR OPERATED I D P-341 COAGULANT TRANSFER PUMP CAPACITY: XX MOTOR: XX HP ---·---- I P-350 POLYMER TOTE PUMP AIR OPERATED E P-351 POLYMER TRANSFER PUMP CAPACITY: XX MOTOR: XX HP I ---·----- F TK-343 COAGULANT MIXING TANK CAPACITY: BBL SIZE: DIA X HIGH I TK-342 COAGULANT STORAGE TANK CAPACITY: BBL SIZE: DIA X HIGH G TK-353 POLYMER STORAGE TANK CAPACITY: BBL SIZE: DIA X HIGH I TK-354 POLYMER MIXING TANK CAPACITY: X SIZE: X H I 1 ) DAF BUILDING DAF BUILDING ) - 2 - 3 - 4 > I ) NOTES: FROM RECEIVING TANK TK-103 13041-PD-102 DAF BUILDING FROM LAHH-XXXX, LAHH-XXXX, ~IC . ~y [ZI LAHH-XXXX,ANDLAHH-XXXX /--o-0---o ---------, ",'IA ON 13041-PD-XXX UG INS FIT AG ,; I~ -I X"-PW-XXXX-AS01 11 I~ l ·--• -... -........... fOT..... • ... FOT X" I >-----------------1--------1,.1------1,~,1-----~Ml----~-n----l, 1----CJ-----lt:xx],f------~ FE x'' X"xX" FC X"xX" ' , X"-VG-XXXX-XXXX "' VENT HEADER .----------------------------------------llQ"'r-------------.... ,-------------------------------------------~--? 13041-PD-113 KHIC} MXXXXW ~ X"-XX-XXXX-XXXX ' COAGULANT TOTE LSH X" .----.--i:1xx::r-~X~"~-XX::_:_:_-XXXX;:_;:_;~-~xxxx:.:..::_:__ ___ ""lf-VH/O ' R a---0--MXXXX P-340 I ' / - X" -lYYt - POLYMER TOTE TK-342 X"-XX-XXXX-XXXX lo tLbLi __ ~LALL X" ~---..-----~'IYY1' .~. -- Pl ' " ~ >< ' Pl ,[ x ' , X" --- X" -j t:xxl :f--,,___x_"_-xx_-_xxxx __ -xxxx __ -"-1..., >< ~ ~ >< --c:YV G~,Q FB CMD T RUN FAULT SPEED SPEED I /XI "-/ XA' / SI "-/ SY'\ / XY ' / ZI \ AUTO \. /!~ /\. /\. /'-,, / ENABLE /--o-<!>-o-lo ~ LI LALL X" X" -XX-XXXX-XXXXX .-----,--,::~·(•_A1-------....i:1-v~o I /ZIH' / --_._ Q l T t]'l__-0-o ~xxxx L.'-,,__ ... /:...J....:'-,._"",,..J P-350 P-341 LT 11 (~ .. \\ \\ \\ \\ \\ \\ \\ ~~ ·--.ll.---' ' -'...--- M-355 TK-353 LT I ] I I \ \ \ \ \ \ I I I I ~ :: ~ 70 x ~r-...J ll \\ ~~ ' --:::: ,ll. :::::. -_,) '...--~ M-344 LSH TO FLOCCULANT MIXING TANK -lt:xxl~l----------------------------------------4 . X" X"-PW-XXXX-AS01 ~ TK 357 > _ 13041-PD-113 LSH TK-343 X"-VG-XXXX-XXXX FB CMD RUN FAULT SPEED SPEED ENABLE Pl " l,._7 X[.l. _J X" I X"-XX-XXXX-XXXX -,t:xx],f--------'----.... --xll: --I - ~ P-351 Pl - FROM FRESH WATER TANKS X"-FW-XXXX-XXXX TK-360/TK-XXX < 13041·PD·111 w--=~--r LT _W_-1 ~L r -, I -, 'Ir-/ " II 11 II II II II II II M-356 ( ( TO FLOCCULANT MIXING TANK H ~ ~1 __ x_"-xx_-x_xxx_-_xxxx ___ '\-" TK-357 ) 7 13041-PD-113 '------------------' TK-354 1, SELF LUBRICATING i SCALE NONE DATE CLIENT BERRY PETROLEUM COMPANY TITLE PROJECT NO. 1------t-----------------+--+--+--+----t--+--------------------~~····-·· "··~···-···+--1---+--i--+---t-=-====------~···············. ---+----+--+----------1-----1 ISSUED FOR PERMIT c 08/20113 D. TORRES 11/06/13 MB DEBIGNm HOUSE LOG TANK FACILITY 13041-01 RE-ISSUED FOR CLIENT REVIEW DRAWING NUMBER B 11/01113 ORV\ DHAWN 0, WILSON 08/26/13 LOCATION! GARFIELD COUNTY, co 1------ll---------------+-+---+-+--l--+--------------+--+--l--+--l--1---1---+=~~~----------+---+--I--------+----+------------------; PIPING & INSTRUMENTATION DIAGRAM REV. This document is copyrighted and is an instrument of service by Samuel Engineering (SE). It was prepared solely for the owner's/Client's use on this project only. Use, copy or disclosure of any information shown, in whole or in part, without SE's consent, is strictly prohibited, ls a copyright breaeh and may be prosecuted. Any unauthorized reuse shall be at the sole risk of the user. A PRELIMINARY ORW CHECKED! @ t--DW-G-NO-. -+------"-. ,-C-R-,-. T-,-o-"--------+-+-:;-ffi +-t-. fil+-+-N-0"'. -------D-E ,-c-"-,-. T-,-0-N------+--D-,T-.-+-.-,-+--+-t;-ffi-+--"-m+-+-N-0.+-------"-,-,-C-R-I-, T-,-0-,------+--D-AT-. -+-BY-1-A-,,-"o_v_'°_' ------+-----1 B.~Tv~.t:;L~!!~ ineering coAGULANT AND POLYMER sYsTEMs (FUTURE) 13041-PD-112 - REFERENCE DRAWINGS ffi ;3 ~ ;31j _W ~ ~;;: ~ ~ @ 8450 E. Crescent Parkway, Suite 200 Phone; 303. 714.4840 d :t ~ :t ffi 5 RE v Is I 0 N s a ~ ~ ~ ffi 5 RE v Is I 0 N s APPROVED: Greenwood Village, co 80111 Fax· 303.714.4800 c A I B I c D I E I F I G I H 1 - 2 - 3 - ,, ) .:_j7 Q_.'..L LL> ·= ~ ) ~-, 1--~, 1 - 2 - 3 - 4 { I > > > I I VENT HEADER 13041-PD-112 A COAGULANT MIXING TANK TK-343 13041-PD-112 POLYMER MIXING TANK TK-354 13041-PD-112 I B -- X"-VG-XXXX-XXXX I TK-357 FLOCCULANT MIXING TANK CAPACITY: BBL SIZE: DIA X HIGH r i X"-PW-XXXX-AS01 X" > >--~~~~~~~~~~~~~~~~--j1tn:1r \\ \\ \\ \\ \\ \ \ c I M-358 FLOCCULANT MIXING TANK AGITATOR MOTOR: XHP ---·----- D P-352 POLYMER PUMP N0.1 CAPACITY: XX MOTOR: X HP I ---·----- -0-0-01-0-0-o---o-o-o-o~ o I l LT ~LALL ...I... X"-XX-XXXX-XXXX X" > >--~~~~~~~~~~~~~~~~--j1tn:1r \\ ~~ ( -::::: JJ.. -::::::. -_.I .____~ M-358 Pl Pl ~ MXXXX ' ' r*J E I F I G I H I --- - DAF BUILDING ) X"-VG-XXXX-XXXX ""' VENT HEADER > 7 13041-PD-114 ~----------- ~ x_ l~:f---~11 __ x_·cp_w_-_xxxx-,_-_A_s_o1_-1~'.ll 8 J:1-------·~~ ____ x_~_P_W~-X_x_x_x_-A_s_o_1 _________ --l:~~l-----------------------------------x-·cp_w_-xxxx __ -_A_s_o_1_~-""'~----D-A_F_u_N_1_T ____ ) z 13041-PD-114 . • ' 7 7 >< 1? r -l ><. r' -JI X"-PW-XXXX-AS01 TK-357 P-352 DAF BUILDING I } ! NONE DATE CLIENY, BERRY PETROLEUM COMPANY SCAL!::: -----:'----+--+----------+-------! TITLE PROJECT NO. D. TORRES 08/20/13 11 /06/13 MB DESIG"D' 1------11------------------+--l---+--t---1-+-------------------~···--+--+---le--+--""=-==----===------·-+----+--+-------------1-------1 HOUSE LOG TANK FACILITY 13041-01 REFERENCE DRAWINGS 0. WILSON 08/26/13 LOCATION: GARFIELD COUNTY, co ORW C"'\ECKED: ~ ~.C!T.1~.~t§0~~ineering -+------J ~ 8450 E. Crescent Parkway, Suite 200 Phone: 303. 714.4840 Greenwood Village, CO 80111 Fax: 303.714.4800 BY APPROVED: -ffi • NO . rw r ~o Ow " ., ,. !!!.~ ~ DZ 00 • " •• oz ~ i> ~-0 ! DATE BY ' " b ffi NO. DESCRIPTION : J-w r ; ol'.!I .w , z ! ~ <{ a ij 0 • ' oz • REVISIONS " i g: § •z ' 0 •• 0 REVISIONS APPROVED; PIPING & INSTRUMENTATION DIAGRAM FLOCCULATION AND EQUALIZATION TANKS (FUTURE) .---------~--. DRAWING NUMBER 13041-PD-113 REV. c A I B I c D I E I F I G I H 1 2 - 3 - r_: /·, ::>·--.'. _j:~ .-u ,.__ ,,, -: .::;_r_: _)f- •j -~? 1 - 2 - 3 - 4 ( ) > VENT HEADER 13041-PD-113 A I Cm390 DAF COMPRESSOR CAPACITY: MOTOR: 15 HP 480 V/30/60HZ TO ATMOSPHERE DAF BUILDING X"-XX-XXXX-XXXX PIT FROM OAF FLOW EQUALIZING TANK B D-300 DISSOLVED AIR FLOTATION UNIT CAPACITY: SIZE: DIA X HIGH -- I M-XXX DAF MIXER (PHASE 2) MOTOR: XHP c P-301 DAFSKIM PUMP I CAPACITY: XXX GPM @ XXXFT TOH - - -·-----MOTOR:X HP ---·----- -- FIT D P-391 DAFSUMP PUMP CAPACITY: XXX GPM@ XXXFT TOH MOTOR:XHP ---·---- I P-302 DAF RECYCLE PUMP CAPACITY: XXX MOTOR:XHP ·--·---- -- E P-330 DAF SOLIDS PUMP CAPACITY: GPM@ FT TOH MOTOR: XX HP I . --·-·---·- TO ATMOSPHERE F TK-303 DAF AERATION TANK CAPACITY: SIZE: I G - - DAF BUILDING > TK-XXX X" X" >--X-"-_xx_-_x_xx_x_-xxxx ______ _,_...., ________________ ~----1Mi----l~--iiJ-,l-~~·l---COJ 13041-PD-113 X" '?MXXXX ~H2S AE/AIT -\__) f41-[1{} . x ~~x C-390 I I eMXXXX I 1> , ' , - ___,0-HJ M-XXX - X" --n..-11-C J_ xi:l -- X"xX" FE ~·1 x P-301 Pl x __ T -- x -'- T X" - X" ' -• . ' X" ' X"-XX-XXXX-XXXX , ) I . u P-391 ~RADAR ~y--~ x: -.-x T .... I < 1-1-------------{)~ G~~~ -" I"' ~ .,, , J IA ~~-------------------------------~ I {NOTE 2) --.. I D I I DISSOLVED AIR RELEASE VALVES ------I X" HOSE -~ ---------r\ I ~~ I ~ -~ _J I I X" I --If-I ------1•., I X" ~l)l<A~f---------'-1----~-~" /1'1---~ ........ ~ I 1V 11 Pl ' ' x X" -, I I I I X"-XX-XXXX-XXXX _ ._ X"-XX-XXXX-XXXX -- x 11 -- TK-303 X"-XX-XXXX-XXXX -z AX"><_~ y_ - Pl • x;, ~ X"~XX-XXXX-XXXX X" X"xX" X" X" ~----------<! N ,_I --<D1----1l IXXJ :1-------~~.--.: ;1-+-_.,_ Pl Pl 1<;;; X" HOSE CONN. {NOTE 1) J / / P-302 - -WMXXXX I I I I I I , ~ 7 AG I X"-VG-XXXX-XXXX ""' / X"-XX-XXXX-XXXX ""- / -- UG H VENT HEADER 13041-PD-115 OAF EFFLUENT TANK 13041-PD-115 - - x, , /8 x , x , (NOTE 3) '-----~--------------------------------''-------------'--.-JI! 1:1--~~---~--l:~:1------------1:~G ::1-------------:IHLl~GTJ:---IN_s--t--------x_"_-xx_-xxxx __ -_xxxx ___ -37"'-SOLIDSSTORAGETANKS / TBD ,--~~~~ ~~~~~~~~~-' I E9 --, 1 P-330 - ---DAF BUILDING ( ====--:-= -----------) NOTES: 1. HOSE CONNECTION TO T-XXX ON 13041-PD-XXX DRAIN OAF. 2. LOCATE HS-3970 FOR BLOWER NEAR H 2 S INDICATOR OUTSIDE BUILDING. 3. ACRYLIC SPOOL PIECE FOR VISUAL MONITORING. 1-----t-----------------t--+--+---l--t-+-----------------+---+---ll--+--+-+---...J,. .. ~ "'" ---.. ---~~-.~==~------- ISSUED FOR PERMIT NONE DATE CLIENT BERRY PETROLEUM COMPANY -j----J---<--••-•m•• -------l----~ SCALE: 11/06/13 MB DESlGNFD: 08120/13 D. TORRES c This document is copyrighted and is an instrument of seNice by Samuel Engineering (SE). It was prepared solely for the Ownar's/Client's use on this projectonly. Use,copyor B RE-ISSUEDFORCLIENTREVIEW 11101113 ORW URAWN• O.WILSON 08126113 GARFIELD COUNTY CO - - TITLE HOUSE LOG TANK FACILITY disciosure of any informetion LCCATlON• , shown, in whole or in part, w1thmrt t------1-----------------+--+-+--l--t-+----------------+---+--l---+--+-+-+--+""po=R"'E""Ll""M""IN"'AR-=v,,_------------+---+-+---------+----+-@----------------------1 PIPING & INSTRUMENTATION DIAGRAM ~~·c:~:;~;:~·:~~~n~m"!~~=· 1-----1-----------------+--+--+--t---t-+-----------------+---+--t--+--+-+-+-A-+-----------------+---+o-R_W-1-c-HE_c•_Eo_, ______ -+-----1 §.aPmrov1ud.eSloluEt1'onnsgineering DISSOLVEDAIRFLOTATIONUNITN0.1(FUTURE) prosecuted, An"junauthorized DWGNC. DESCRlf'TION 11". .J:: NO DESCRIPTION i DATE BY Jl:: Jl:: NO. DESCRIPTION DATE BY A~P"OVED: rr' reuse shall be at the sole risk of b w I:; ~ t; w t; w the user. 11 3 ~ 3 ~ h] ffi 3 ~ 3 ~ hl 8450 E. Crescent Parkway, Suite 200 Phone: 303.714.4840 REFERENCE DRAWINGS a JC~ :Co 1i REVISIONS ~ ~~ :Cffi /5 REVISIONS APPROVEDo GreenwoodVillage,C080111 Fax: 303.714.4800 A I B I C D I E I F I G I PROJECT NO. 13041-01 DRAWING NUMBER 13041-PD-114 H 1 -I ) 2 - 3 - REV, - c 1 - 2 - 3 - ... '4 - " I ) > > I ) NOTES: A DAF BUILDING VENT HEADER 13041-P0.114 DAF UNIT NO. 1 13041-PD-114 X"-XX-XXXX-XXXX X"-XX-XXXX-XXXX DAF BUILDING -- 1. H,S SENSORS TO BE MOUNTED NEAR FLOOR. H,S TRANSMITTER I DISPLAY TO BE MOUNTED NEAR DOOR, I 2. LEL DETECTORS TO BE MOUNTED IN BUILDING ROOF RIDGE VENT, CALIBRATION TUBES TO BE ROUTED TO ACCESSIBLE AREA 3. END OF STACK TO BE LOCATED 5'-0" ABOVE EAVE HEIGHT. 4. LOCATE ONE HAND SWITCH NEXT TO AE/AIT-XXXX PANEL AND ONE HAND SWITCH NEXT TO AE/AIT·XXXX PANEL 5, THERMAL DISPERSION. 6. HOSE CONNECTION FOR DRAINING OAF, SEE 13041-PD-116. -- B I c I D TK-311 F-392 P-310 DAF EFFLUENT TANK DAF EXHAUST FAN CAPACITY: XXX MOTOR: X HP DAF EFFLUENT PUMP SET@ PVRV VACUUM CAPACITY: XXX GPM @XXXFT TDH MOTOR: X HP ---·----- ___ _J TO FIC-XXXX 0---c ON 13041-PD-XXX TO ATMOSPHERE X"-XX-XXXX-XXXX .. r T LIT , LIC LAIJ--0--0---0--0·---0---o--o, Y / ,", LAHH L'"--.<'.JCJ LAL I OUTSIDE BUILDING - ON 13041-PD-XXX ) ,.== 1 ,_ • ~"4 I (NOTE 6) 1 r :r:G:i~~~~~~~H~~--0--0~ I TK-311 11 1 r ~ x· ~--=M tn:J 1-I ------l I TO ATMOSPHERE (NOTE 3) E I F I - - G I H -- UG X"-XX-XXXX-XXXX , , X"-XX-XXXX-XXXX ""EFFLUENT WATER TO STORAGE ------------------------------------------'-'-'-'"--":..::..:"--":..::..:-'----------------------------------------lr--t-------------7 " / 13041-PD-102 Pl -- -- ij ij ~ ' X" . PIT I FROM LAH-XXXX, XXXX AND XXXX ON 13041-PO-XXX PAHH-XXXX AND FALL-XXXX ON THIS DWG l (----o--o-i I / Pl, PAH ~ZA I l 6 1 SID P-XXX ' ' X"xX" :: \.-7 >< ,_, ,~, 1 1 -z~ x (H-s) DIA , / AUTO I ~ r/_X_Y_'-1-E~N,_A_B_L_E o--o___j --t---r---0--0--0---0-----o-J \,. ./ ~ ~->< c;r ; SY ( ~~~ED I r ....1.... J SI", ~=EED M / / / P-310 / XA" FAULT MXXXX / XI°" RUNNING >< k:>-frALL __ )SID X" 01 P-XXX . . )--[:C .CJ--! (NOTE 5) -- - - - - - - - - c ISSUED FOR PERMIT B RE-ISSUED FOR CLIENT REVIEW - --- SCALE: NONE 11106/13 MB DESIGNEDo D, TORRES 11101113 ORW DRAWN, 0. WILSON FROM LAH-XXXX, XXXX AND XXXX ON 13041-PD-XXX AND FALL-XXXX ON THIS DWG T I 0 1 FROM ZIO-XXXX I / ZI' ~TO ON 13041-PD-XXX I '\...__/ 0 0 /XY°'E~~~ ' ./ SPEED / SY", CMD FROM LIC-XXXX t----+---o--/ AND LIC-XXXX / /SI-,,, SPEED 1-----1FB \,. / , XA-,,, FAULT ' ./ / XI", RUNNING ' / ON 13041-PD-XXX ------ I DATE CLIENT BERRY PETROLEUM COMPANY TITLE I os120113 HOUSE LOG TANK FACILITY 08126113 LOCATION' GARFIELD COUNTY, co PROJECT NO. 13041-01 This document is copyrighted and is an instrument of service by Samuel Engineering (SE}. It was prepared solely for the Owner's/Cfient's use on this project only. Use, copy or disclosure of any information shown. in whole or in part, without SE's cons!!nt, is strictly prohibited, is a copyright breach and may be prosecuted. Any unauthorized reuse shall be at the sole risk of the user. ---____________ ,_,,_ ______ ------~ -~c----t--t----t---t-- i---DW_G_N0 __ --1------,-,-.-C-R-IP_T_IO_N _______ -'it----!-t-~...,.-t_~-i---t--NO-.t-----··--~~-D-··-,-.~c=.-,-P~T-,-~-N-· -------·-·----+---:.-~-,--+--~-:-t-·--_---,._-:_t-_ffi-~~-G=~=:===:=~-~-++-~P:R:E=L_l~M~l-N~A~R~Y====D=E=S=C=.=,-P-_T-_l-O=N======----··_···_-·-----~==D=Af=,==~0=:=w~=:~=~E===~=E~==============:========~-~----~-.a-p-~-.-,~-.e-s-~-,~-l-/on_n_~_i_n_e_e_r-in-g--------1 PIPING & INSTRUMENTATION DIAGRAM OAF EFFLUENT PUMPS (FUTURE) DRAWING NUMBER REFERENCE DRAWINGS ~ ~ ~ 3 8 ~ ~ 3 ~ 3 ~ ~ ~ 8450 E. Crescent Parkway, Sutte 200 Phone: 303.714.4840 ;i [§ [5 0 REVISIONS d [~ [ffi i3 REVISIONS APPROVED GreenwoodVillage,COB0111 Fax: 303.714.4600 13041-PD-115 A I B I c D I E I F I G I H 1 2 - 3 - REV. - c 1 - 2 - 3 - " ' 4 - 1-'.:: _ ';~ A FROM PRODUCED WATER TANKS > TK-201, 202, 203 13041-PD-104 FROM PRODUCED WATER TANKS > NOTES: TK-201, 202, 203 13041-PD-104 1. BREAK AWAY. 2. THROTILING GLOBE VALVE. A I B I c 4"-0L-XXXX-AG01-2"H GT 2"H GT X'-XX-XXXX-XXXX 2"H - GT I (NOTE 1) FROM LAHH 1200 ON 13041-PD-103 T ? D 'H1c' _,__ _ _,>-_,0 ____ , FROM LAHH 1000 / ESD 'ON 13041-PD-102 !, l FROM LAHH 2010 2020, 2030 ON 13041-PD-104 I E CONTAINMENT SCALE I ~~ .. ~?~ FROM LAHH 1200 ON 13041-PD-103 T 7 F ~. HIG' )I; -j : ' - --r-:-=-rE--s-o'o'---'' FROM LAHH 1000 . ..-,2000 'ON 13041-PD-102 -,-' fa\_~ ~~ fi~2\_ ~ ~~ (NOTE 1) NONE DATE !, l FROM LAHH 2010 2020, 2030 ON 13041-PD-104 I ----------------+---t---t---t---+---r---------------------t----+--l---+--+--+--1--+..,.,.""'"""'"""'""'.,..------------j----t--t----------r------i ISSUED FOR PERMIT CLIENT BERRY PETROLEUM COMPANY G 11/06113 MB DE51GNED: D. TORRES 11/01/13 B RE-ISSUED FOR CLIENT REVIEW 11101113i0Rw DRAWN L. RIVAS 11/01113 LOCATION GARFIELD COUNTY, co PRELIMINARY OR W CHECKED: ----. -------.--.,---- A -~ ~.~Tv1~.~~'~D~ineering ----~ ~ 8450 E. Crescent Parkway, Suite 200 Phone: 303.714.4840 Greenwood Village, CO 80111 Fax: 303.714.4800 D I E I F I G I TITLE HOUSE LOG TANK FACILITY PIPING & INSTRUMENTATION DIAGRAM TRUCKLOADOUT G I H PROJECT NO. 13041-01 DRAWING NUMBER 13041-PD-116 H FU'V. ,__ c 1 I- 2 I- 3 , AUX JVENT/AUX / ROOF I KLIFTING LIFTING LUG~ LUG LIFTING LUG')( :Q I J) ,, 300 I I ->-, -L~ I "'OVERFLOW I OVERFLOW/ : : r--RING j----i----j ! :r---_ VACUUM : : ct= I I I BREAKER I I I LADDER LUGS~ '11___1 --------, -,-~~~IL OUTLET 6" ! ! ---256§ ~+-+-l--------\---""'---------~o!--~----240 \ ;I "l ~J I I I I I I I I I I -1-1--, I I -t-1......J I t-"i !----RING I I I 1--lrl -lt-1--------+--------+-i--; r--180 Ll--J...J __j I I I I I I __ I, __ l_J I !----RING I I I I , , __/120 ITEM 1 2 3A 3B 4A-B 4C-E s 6 7A 7B 8 9 10 11 12A 12B 12C 12D 12E 13 14 1S 16 OIL OUTLET 6" 17 18A-C DRAIN MANWAY 24" X 36" 19A 19B ' 20A 20B 21 LIFTING LUG r-----_... OIL BOX I I I I I I ~II t I \+.--___ _J \\\ / ',, \ ~\ t //// ' \ \ / ~----~~,I, -------~ ,...-, I ( ) \\I 1-~-.d--,\\-;Q" 1 INLET 6'~:....,::1-,._- MATERIAL SPECIFICATION QTY. DESCRIPTION GRADE s RINGS CS PLATE 3/16" X 144" OD SA-36 1 ROOF CS PLATE 3/16" SA-36 1 FALSE BOTIOM CS PLATE 1/4" X 144 1/8" OD SA-36 1 CONE BOTIOM CS PLATE 1/4" X 144 1 /8" OD SA-36 3 FS CPLG 4" API HALF API SL 3 FS CPLG 4" API FULL API SL 2 WELD TEE 6" SA-234WPB 1 THIEF HATCH (NOT SHOWNl ALUM 1 CLEAN OUT COVER 24" X 36" SA-36 1 CLEAN OUT FRAME 24" X 36" SA-36 1 NAME PLATE BRACKET AND NAME PLATE SA-36 1 WELD ELL 4S" 6" SA-234WPB 1 CS PIPE 12" ERW SA-S3 E/B 8 PIPE BRACES CS PL 1/4" SA-36 1 PIPE 6" ERW SA-S3 E/B 4 PIPE 6" ERW SA-S3 E/B 2 PIPE 6" ERW SA-S3 E/B 2 PIPE 6" ERW SA-S3 E/B 2 PIPE 6" ERW SA-S3 E/B 6 WELD ELL 90" 6" LR SA-234WPB 8 PIPE BRACE CS PL 1/4" SA-36 1 OIL BOX CS PLATE 1I4" SA-36 4 LIFTING LUGS CS PLATE S/8" SA-36 4 LIFTING LUG REINFORCEMENT PADS CS PLATE 1/4" SA-36 4 FS FLANGE 6" 1 SO# RFSO SA-10S 1 CS PIPE 4" ERW SA-S3 E/B 1 CS PIPE 4" ERW SA-S3 E/B 4 FLOOR SUPPORT CS PLATE 1I4" SA-36 4 FLOOR SUPPORT CS PLATE 1 /4" SA-36 4 LADDER LUGS CS PLATE 1 /4" SA-36 NOZZLE DESIGNATION ITEM SIZE DESCRIPTION 4A 4" OVER FLOW CONNECTION 4B 4" VENT CONNECTION 4C 4" AUXILIARY CONNECTION 4D 4" AUXILIARY CONNECTION 4E 4" DRAIN LINE CONNECTION 18A 6" INLET CONNECTION 18B 6" WATER OUTLET CONNECTION OUTLET 6" 18C 6" OIL OUTLET CONNECTION •...,..___,,.~~'------+-·.V:NT~\ 't -_ __,.,,___ -r -~It rTER " I .. 12 // I '"" -~ -~,WATER OUTLET 6" ~~-----1,------~"", t--+--+-----------+-,----------+--+---i I I !----RING LIFTING LUG b 0---AUX ((~ OVERFLOW I .=_=+!~--+--~::~-p-~~E-~::~K-~-'=*l"------------1--q+:=_:=~ ~60 r ! ·~ ! __} ' 1 I I I 3 2 ___j -+ ~r""~,-~««'j~ L j TYP. I }--I ::: ::: I--{ 1°1 1°1 n. _/ / 1•1 1•1 \ '-hll mr-r 1 1•1 1•1 ,...., INLET ,,--------t:1----T --I;\--------"-H-0>-----36 WATER OUTLET !'-·-MANWAY ~::: I ::: -· f'! lol I.I lol 1.1 LIFTING LUG I II I 1:1 1:1 1----RING I 111 !:! I !:! I BOTTOM LIFTING LUG THIEF HATCH •. ,,, .. , .. _ .... , , -----------14 - --I-_,G_==::'~>j<J--+ -- --\ "'----4 0 DRAIN FALSE BOTIOM \___ OVERFLOW LIFTING LUG CUSTOMER: AEM / RMT JOB ID: AMERICAN EQUIPMENT MANUFACTURING INC./ ROCKY MOUNTAIN TANK 1125 US HWY. 51 6 AZTEC, NM 87410 ALL INFORMATION CONTAINED IN THIS DRAWING WHETHER PATENTABLE OR NON-PATENTABLE IS OF A PROPRIETARY NATURE AND IS THE SOLE PROPERTY OF AEM/ROCKY MOUNTAIN TANK, REPRODUCTION OR ANY OTHER USE WITHOUT THE EXPRESSED WRITTEN CONSENT OF AEM/ ROCKY MOUNTAIN TANK, IS STRICTLY PROHIBITED . DWN BY:ICHK BY:IQC BY:I ENG: I DATE DRAWING # hf;h I I I I 09/04/13 AEM-498-S TITLE: SOO BBL GUN BARREL TANK 12'-o" O.D. x 2S'-o" TALL WITH DUAL 6" NOZZLES & DOWNCOMERS SALES DRAWING REV. 0 SCALE: N.T.S. 8450 E. Crescent Parkway, Suite 200 Phone: 303-714-4840 Greenwood Village, Colorado 80111 Fax: 303-714-4800 MATERIAL SPECIFICATION 15200 PIPING MATERIALS FOR Berry Petroleum Company House Log Tank Facility Project Number: 13041-01 Originator/Lead Eng.: Moy Salmon Date 8/23/2013 Project Engineer Approval: Date Project Manager Approval: Date Client Approval: Date Rev. No. By Revisions Approval Date A MS Preliminary Engineering  Project Controls  Estimating  Construction Management BERRY PETROLEUM COMPANY MATERIAL SPECIFICATION 15200 HOUSE LOG TANK FACILITY PIPING MATERIALS PROJECT NO.: 13041-01 REV. A, DATE: AUGUST 23, 2013 PAGE 1 OF 6 1.0 SCOPE OF WORK This specification, consisting of a series of Piping Material Classes, defines the material requirements and limitations of piping systems. Each Piping Material Class is intended for specific groups of fluids, solids and combinations of fluids and solids to be conveyed by pipeline within certain pressure and temperature limits. All materials and components in pipelines shall conform to the Piping Material Class requirements of this specification as designated for that pipeline on the Piping Line List and Piping Service and Material Classifications (Attachment “A”). All materials shall be new, of the best quality and free of defects that would render them unsuitable for the intended purpose. Materials or components which are not covered by this specification but are required will be described on the Drawings or noted on the Drawings and described in the Piping Specialty List. Contractor may be required to submit manufacturer’s certifications that materials tendered for construction comply with these specifications and with any additional requirements described on the Drawings or in the Piping Specialty Items List. 2.0 CODES AND STANDARDS All components of piping systems shall comply with the following codes and standards as applicable. The latest issues shall always be used. ANSI American National Standards Institute API American Petroleum Institute ASME B31.1 American Society of Mechanical Engineers - Power Piping ASME B31.3 American Society of Mechanical Engineers - Chemical Plant and Petroleum Refinery Piping ASTM American Society for Testing and Materials AWWA American Water Works Association FM Factory Mutual MSS Manufacturers Standardization Society of the Valve and Fitting Industry NFPA National Fire Protection Association UPC Uniform Plumbing Code S:\Projects\13041-01_House_Log_Tank_Facility\Engineering\MechPipingPD\SpecsDataSheets\15200_Piping A.docx BERRY PETROLEUM COMPANY MATERIAL SPECIFICATION 15200 HOUSE LOG TANK FACILITY PIPING MATERIALS PROJECT NO.: 13041-01 REV. A, DATE: AUGUST 23, 2013 PAGE 2 OF 6 3.0 ABBREVIATIONS COMMONLY USED BE Beveled Ends BSP British Standard Pipe Thread BW Butt Weld CS Carbon Steel (Pipe and Fittings) Cast Steel (Valves) CI Cast Iron °C Degrees Celsius CPVC Chlorinated Poly Vinyl Chloride Dia Diameter DI Ductile Iron ERW Electric Resistance Welded °F Degrees Fahrenheit FF Flat Face or Full Face FLG Flange FPT Female Pipe Thread FS Forged Steel Galv Galvanized Gr. Grade GE Grooved End HDPE High Density Polyethylene HDPP High Density Polypropylene in Inch or Inches INS Insulation IPS Iron Pipe Size KPa Kilopascals LJ Lap Joint LR Long Radius lb Pound mm Millimeter MI Malleable Iron MW Manway NC National Coarse Thread (Bolting) NPT American Standard Taper Pipe Thread OD Outside Diameter Psia Pounds Per Square Inch Absolute Psig Pounds Per Square Inch Gauge PVC Poly Vinyl Chloride S:\Projects\13041-01_House_Log_Tank_Facility\Engineering\MechPipingPD\SpecsDataSheets\15200_Piping A.docx BERRY PETROLEUM COMPANY MATERIAL SPECIFICATION 15200 HOUSE LOG TANK FACILITY PIPING MATERIALS PROJECT NO.: 13041-01 REV. A, DATE: AUGUST 23, 2013 PAGE 3 OF 6 RF Raised Face RED Reducer RTJ Ring Type Joint SCH Schedule SMLS Seamless SDR Standard Dimension Ratio SR Short Radius SO Slip On SW Socket Weld SOL Sockolet SS Stainless Steel Std. Standard T & C Threaded and Coupled THRD Threaded TOL Threadolet WT Weight WN Weld Neck WOL Weldolet w/ With XS Extra Strong XXS Double Extra Strong 4.0 PIPING MATERIAL CLASSIFICATIONS Piping components are classified primarily in accordance with their basic materials of construction, pressure rating and specific class limitations. EXAMPLE: Piping Material Class CB01 C = Basic Material of Construction B = Pressure Rating 01 = Class Description S:\Projects\13041-01_House_Log_Tank_Facility\Engineering\MechPipingPD\SpecsDataSheets\15200_Piping A.docx BERRY PETROLEUM COMPANY MATERIAL SPECIFICATION 15200 HOUSE LOG TANK FACILITY PIPING MATERIALS PROJECT NO.: 13041-01 REV. A, DATE: AUGUST 23, 2013 PAGE 4 OF 6 Basic Materials of Construction A Alloy B Iron (Cast, Ductile/Malleable) C Carbon Steel D Stainless Steel 316 L E Stainless Steel 304 L F Fiberglass Reinforced Plastic (FRP) G Galvanized H Hastelloy “C” I J Plastic (Thermo Setting), i.e., HDPE, HDPP K L Lined Carbon Steel M Glass N Non Ferrous Metallic (Copper, Brass, etc.) O P Plastic (Cement Setting), i.e., PVC, CPVC, PVDF Q R Rubber Lined S T Titanium U V W X Y Z Pressure Rating A 125 LB ANSI B 150 LB ANSI C 200 LB D 250 LB ANSI E 300 LB ANSI F 400 LB ANSI S:\Projects\13041-01_House_Log_Tank_Facility\Engineering\MechPipingPD\SpecsDataSheets\15200_Piping A.docx BERRY PETROLEUM COMPANY MATERIAL SPECIFICATION 15200 HOUSE LOG TANK FACILITY PIPING MATERIALS PROJECT NO.: 13041-01 REV. A, DATE: AUGUST 23, 2013 PAGE 5 OF 6 G H 600 LB ANSI I J 900 LB ANSI K 1500 LB ANSI L 2500 LB ANSI M 3000 LB ANSI N 6000 LB ANSI Class Description Threaded Systems (01 - 09) Socket End Systems (10 - 29) Plain End Systems (30 - 59) Flanged End Systems (60 - 69) Grooved End Systems (70 - 79) Miscellaneous End Systems (80 - 99) 5.0 VALVE REFERENCES Acceptable valves for each material classification will be listed in that section. For specific valve data and description of valve classifications, see Specification 15110 - Manual Valves. 6.0 ATTACHMENTS AND REFERENCE DOCUMENTS Attachments: Attachment “A” Piping Service Information and Material Classifications All Material Classifications listed on Attachment “A” are included as part of this specification. S:\Projects\13041-01_House_Log_Tank_Facility\Engineering\MechPipingPD\SpecsDataSheets\15200_Piping A.docx BERRY PETROLEUM COMPANY MATERIAL SPECIFICATION 15200 HOUSE LOG TANK FACILITY PIPING MATERIALS PROJECT NO.: 13041-01 REV. A, DATE: AUGUST 23, 2013 PAGE 6 OF 6 ATTACHMENT “A” - PIPING SERVICE AND MATERIAL CLASSIFICATIONS Rev. Service Service Code Material Classifications ACO1 AC02 CC01 CC02 S:\Projects\13041-01_House_Log_Tank_Facility\Engineering\MechPipingPD\SpecsDataSheets\15200_Piping A.docx 1 of 1 Pipe Spec Index Service: Class Material Temp/Press RangeLimited by ANSI B16.5 Corr. Allow. Service: Class Material Temp/Press RangeLimited by ANSI B16.5 Corr. Allow. Service: Class Material Temp/Press Range Limited by ANSI B16.5 Corr. Allow. Service: Class Material Temp/Press Range Limited by ANSI B16.5 Corr. Allow. 1315 PSIG @ 300º F 0.0625" 200 1350 600 - B31.3 (Note 5)300 1315 CS1480PSIG @ -20ºF 0.0625" Temp.Press. °F psig Sour Service: Hydrocarbon, Liquid Hydrocarbon, Amine-20 to 100 1480 1480PSIG @ -20ºF 1315 PSIG @ 300º F CC02 Temp.Press.CC01°F psig General Service: Hydrocarbon, Liquid Hydrocarbon, Glycol-20 to 100 14802001350 600 - B31.33001315CS AC02°F psig Sour Service: Hydrocarbon, Liquid Hydrocarbon, Amine285 AC01 200 285260 0.0625" Temp.Press. °F psig General Service: Hydrocarbon, Liquid Hydrocarbon, Glycol 150 - B31.3CS230 Temp.Press. 260 150 - B31.3 (Note 5)300 230 CS285PSIG @ -20ºF230 PSIG @ 300º F 285PSIG @ -20ºF230 PSIG @ 300º F0.0625" -20 to 100200 -20 to 100 300 Samuel Engineering, Inc.SE We Provide Solutions 1 of 1 AC01 BERRY PETROLEUM COMPANYHOUSE LOG TANK FACILITY Spec. No:AC01PARACHUTE, CO Issue Date:08/23/2013Project No: 13041-01 Rev No:A Project Apprv'd:MAF Client Apprv'd:Issue Date:Rev. No:A Rev. Date: Service:PLUGS:3000#, THD, FS, HEX HEAD, ASTM A-105 Class Material Temp/Press RangeLimited by ANSI B16.5 Corr. Allow. VALVES Tag No.Description PIPE:BALL:S/80, SMLS, ASTM A-106 GR B BALL VALVE, 3000# WP, THD, CS, REGULAR PORTSTD, SMLS, ASTM A-106 GR B BALL VALVE, 3000# WP, THD, CS, FULL PORT FITTINGS:BALL VALVE, 3000# WP, THD, CS, REGULAR PORT, EXTENDED STEM3000#, THD, FS, ASTM A-105 BALL VALVE, 3000# WP, THD, CS, FULL PORT, EXTENDED STEM3000#, SW, FS, ASTM A-105 BALL VALVE, 3000# WP, SW, CS, REGULAR PORTS/80, BW, ASTM A-234 GR WPB BALL VALVE, 3000# WP, SW, CS, FULL PORTSTD, BW, ASTM A-234 GR WPB BALL VALVE, 3000# WP, SW, CS, REGULAR PORT, EXTENDED STEM FLANGES:BALL VALVE, 3000# WP, SW, CS, FULL PORT, EXTENDED STEMFLANGE, ANSI 150 RF, THD, FS, ASTM A-105 BALL VALVE, 3000# WP, SW X THD, CS, REGULAR PORTFLANGE, ANSI 150 RF, SW, FS, ASTM A-105 BALL VALVE, 3000# WP, SW X THD, CS, REGULAR PORT, EXTENDED STEMFLANGE, ANSI 150 RF, WN, S/80 BORE, FS, ASTM A-105 BALL VALVE, ANSI 150 RF, CS, FLOATING BALL, REGULAR PORTFLANGE, ANSI 150 RF, WN, STD BORE, FS, ASTM A-105 BALL VALVE, ANSI 150 RF, CS, FLOATING BALL, FULL PORTFLANGE, BLIND, ANSI 150 RF, FS, ASTM A-105 BALL VALVE, ANSI 150 RF, CS, TRUNNION BALL, REGULAR PORT ORIFICE FLANGES:BALL VALVE, ANSI 150 RF, CS, TRUNNION BALL, FULL PORTFLANGE, ORIFICE, ANSI 300 RF, WN, S/80 BORE, FS, ASTM A-105 BUTTERFLY:FLANGE, ORIFICE, ANSI 300 RF, WN, STD BORE, FS, ASTM A-105 BUTTERFLY VALVE, ANSI 150 RF, CS, WAFER BLEED RINGS:BUTTERFLY VALVE, ANSI 150 RF, CS, LUGBLEED RING, ANSI CLASS 150, RF, FS, 1-1/2" THK WITH 3/4" TAP,CHECK:ASTM A-105 CHECK VALVE, 800#, THD, FS, SWING TYPE BLINDS:CHECK VALVE, 800#, THD, FS, PISTON TYPESPECTACLE BLIND, ANSI 150 RF, FS, ASTM A-105 CHECK VALVE, 800#, SW, FS, SWING TYPEPADDLE BLIND W/SPACER, ANSI 150 RF, FS, ASTM SA285C OR A516-70 CHECK VALVE, 800#, SW, FS, PISTON TYPE GASKETS:CHECK VALVE, ANSI 150 RF, CS, SWING TYPEGASKET, ANSI 150 RF, SPIRALWOUND, 1/8" THK, 304 SS,CHECK VALVE, ANSI 150 RF, CS, WAFER TYPEGRAPHITE, FLEXITALLIC STYLE CG OR EQUAL CHECK VALVE, ANSI 150 RF, CS, PISTON TYPE FLANGE INSULATING KITS:GATE:FLANGE INSULATING KIT, ANSI CLASS 150, 1/8" THK, CONSISTING OF GATE VALVE, 800#, THD, FS(1) FULL FACE PHENOLIC GASKET, (1) SINGLE PIECE PLASTIC SLEEVE GATE VALVE, 800#, SW, FSAND (2) STEEL/PLASTIC WASHERS PER BOLT GATE VALVE, ANSI 150 RF, CS(BOLTS NOT INCLUDED), PSI OR EQUAL GLOBE: BOLTING:GLOBE VALVE, 800#, THD, FSSTUD BOLT SET, CS, ASTM A-193 GR B7 STUDS AND ASTM A-194 GLOBE VALVE, 800#, SW, FSCLASS 2H HEX NUTS GLOBE VALVE, ANSI 150 RF, CS PIPE NIPPLES:NEEDLE:NIPPLE, S/80, SMLS, ASTM A-106 GR B NEEDLE VALVE, 6000#, MNPT X FNPT, CS, MULTI-PORT SWAGE NIPPLE:NEEDLE VALVE, 6000#, MNPT X FNPT, CS, MULTI-PORT, LONG BODYSWAGE NIPPLE, S/80, SMLS, ASTM A-234 GR WPB NEEDLE VALVE, 6000#, MSW X FNPT, CS, MULTI-PORT UNIONS:NEEDLE VALVE, 6000#, MSW X FNPT, CS, MULTI-PORT, LONG BODYUNION, 3000#, THD, FS, INTEGRAL STEEL SEATS,PLUG:GROUND JOINTS, ASTM A-105 PLUG VALVE, ANSI 150 RF, CSUNION, 3000#, SW, FS, INTEGRAL STEEL SEATS,GROUND JOINTS, ASTM A-105 NOTES:BRANCH CONNECTIONS (HEADER SIZE)1.) All underground piping to be coated and wrapped.NPS 24 20 18 16 14 12 10 8 6 4 3 2 1½1 ¾½2.) Do not use THD fittings or flanges in underground piping.½O O O O O O O O O O O O R R R T 3.) No pipe size transitions shall be made underground.B ¾O O O O O O O O O O O O R R T 4.) SW for small bore UG lines as well as designated above ground aplications only.R 1 O O O O O O O O O O O O R T 5.) Extended stem ball valve and long body needle valve used for insulated lines only.A 1½O O O O O O O O O O O R T N 2 W W W W W W W W W R R T C 3 W W W W W W W W R R T H 4 W W W W W W W R R T 6 W W W R R R R R T S 8 W R R R R R R T I 10 R R R R R R T Z 12 R R R R R T LEGEND E 14 R R R R T O:Thredolet, Sockolet S 16 R R R T R:Reducing Tee or Tee w/Swage 18 R R T S:Stub-in 20 R T T:Tee 24 T W:Weldolet 08/23/13 08/23/13 ½" to 1½" ½" to 1½" ½" to 1½" 3" to 24"2" to 24" 2" 2" to 24" 1" to 8" ½" to 24" ½" to 24" ½" to 24" ½" to 1½" °F Press. psig285260 Temp. -20 to 100200 GC-S00GC-A00 General Service: Hydrocarbon, Liquid Hydrocarbon, Glycol 150 - B31.3 0.0625" ½" to 1½" CS BC-A01BC-A02BC-A03 FC-A30 BC-S03BC-M00BC-M02BC-A00 ½" to 1½"½" to 1½" ½" to 1½"½" to 1½"½" to 1½"½" to 1½"½" to 1½" 300 230 ½" to 1½" ½" to 2"3" to 24" ½" to 1½"2"3" to 24" ½" to 1½" ½" to 1½" 10" to 24" 3" to 24" ½" to 1½"½" to 1½" 2" to 24"2" to 24" ½" to 1½" ½" to 1½" 2" NC-M03 PC-A00 285PSIG @ -20ºF230 PSIG @ 300º F CC-A30CC-A10 VC-T00VC-S00VC-A00 GC-T00 FC-A40 CC-T00CC-T10CC-S00CC-S10CC-A00 BC-S01BC-S02 ½" to ¾”½" to ¾”½" to ¾” 2" to 6" 3" to 24"3" to 24" PIPING MATERIAL SPECIFICATION BC-T01BC-T02BC-T03BC-S00 BC-T00 ½" to 1½" ½" to 1½" NC-M02 2" to 8" ½" to ¾” 2" to 24" ½" to 1½" 2" to 24" ½" to 1½"½" to 1½" 2" to 6"2" to 6"8" to 24"8" to 24" ½" to 1½"½" to 1½" NC-M00NC-M01 Samuel Engineering, Inc.SE We Provide Solutions 1 of 1 AC02 BERRY PETROLEUM COMPANYHOUSE LOG TANK FACILITY Spec. No:AC02PARACHUTE, CO Issue Date:08/23/2013Project No: 13041-041 Rev No:A Project Apprv'd:MAF Client Apprv'd:Issue Date:Rev. No:A Rev. Date: Service: Class Material Temp/Press RangeLimited by ANSI B16.5 Corr. Allow. VALVES Tag No.Description PIPE:BALL:S/80, SMLS, ASTM A-106 GR B BALL VALVE, 3000# WP, THD, CS, REGULAR PORTSTD, SMLS, ASTM A-106 GR B BALL VALVE, 3000# WP, THD, CS, REGULAR PORT, EXTENDED STEM FITTINGS:BALL VALVE, 3000# WP, SW, CS, REGULAR PORT3000#, SW, FS, ASTM A-105 BALL VALVE, 3000# WP, SW, CS, FULL PORTS/80, BW, ASTM A-234 GR WPB BALL VALVE, 3000# WP, SW, CS, REGULAR PORT, EXTENDED STEMSTD, BW, ASTM A-234 GR WPB BALL VALVE, 3000# WP, SW, CS, FULL PORT, EXTENDED STEM FLANGES:BALL VALVE, 3000# WP, SW X THD, CS, REGULAR PORTFLANGE, ANSI 150 RF, SW, FS, ASTM A-105 BALL VALVE, 3000# WP, SW X THD, CS, REGULAR PORT, EXTENDED STEMFLANGE, ANSI 150 RF, WN, S/80 BORE, FS, ASTM A-105 BALL VALVE, ANSI 150 RF, CS, FLOATING BALL, REGULAR PORTFLANGE, ANSI 150 RF, WN, STD BORE, FS, ASTM A-105 BALL VALVE, ANSI 150 RF, CS, FLOATING BALL, FULL PORTFLANGE, BLIND, ANSI 150 RF, FS, ASTM A-105 BALL VALVE, ANSI 150 RF, CS, TRUNNION BALL, REGULAR PORT ORIFICE FLANGES:BALL VALVE, ANSI 150 RF, CS, TRUNNION BALL, FULL PORTFLANGE, ORIFICE, ANSI 300 RF, WN, S/80 BORE, FS, ASTM A-105 BUTTERFLY:FLANGE, ORIFICE, ANSI 300 RF, WN, STD BORE, FS, ASTM A-105 BUTTERFLY VALVE, ANSI 150 RF, CS, WAFER BLEED RINGS:BUTTERFLY VALVE, ANSI 150 RF, CS, LUGBLEED RING, ANSI CLASS 150, RF, FS, 1-1/2" THK WITH 3/4" TAP,CHECK:ASTM A-105 CHECK VALVE, 800#, SW, FS, SWING TYPE BLINDS:CHECK VALVE, 800#, SW, FS, PISTON TYPESPECTACLE BLIND, ANSI 150 RF, FS, ASTM A-105 CHECK VALVE, ANSI 150 RF, CS, SWING TYPEPADDLE BLIND W/SPACER, ANSI 150 RF, FS, ASTM SA285C OR A516-70 CHECK VALVE, ANSI 150 RF, CS, WAFER TYPE GASKETS:CHECK VALVE, ANSI 150 RF, CS, PISTON TYPEGASKET, ANSI 150 RF, SPIRALWOUND, 1/8" THK, 304 SS,GATE:GRAPHITE, FLEXITALLIC STYLE CG OR EQUAL GATE VALVE, 800#, SW, FS FLANGE INSULATING KITS:GATE VALVE, ANSI 150 RF, CSFLANGE INSULATING KIT, ANSI CLASS 150, 1/8" THK, CONSISTING OF GLOBE:(1) FULL FACE PHENOLIC GASKET, (1) SINGLE PIECE PLASTIC SLEEVE GLOBE VALVE, 800#, SW, FSAND (2) STEEL/PLASTIC WASHERS PER BOLT GLOBE VALVE, ANSI 150 RF, CS(BOLTS NOT INCLUDED), PSI OR EQUAL NEEDLE: BOLTING:NEEDLE VALVE, 6000#, MNPT X FNPT, CS, MULTI-PORTSTUD BOLT SET, CS, ASTM A-193 GR B7 STUDS AND ASTM A-194 NEEDLE VALVE, 6000#, MNPT X FNPT, CS, MULTI-PORT, LONG BODYCLASS 2H HEX NUTS NEEDLE VALVE, 6000#, MSW X FNPT, CS, MULTI-PORT PIPE NIPPLES:NEEDLE VALVE, 6000#, MSW X FNPT, CS, MULTI-PORT, LONG BODYNIPPLE, S/80, SMLS, ASTM A-106 GR B PLUG: SWAGE NIPPLE:PLUG VALVE, ANSI 150 RF, CS½ to SWAGE NIPPLE, S/80, SMLS, ASTM A-234 GR WPB UNIONS:UNION, 3000#, SW, FS, INTEGRAL STEEL SEATS,GROUND JOINTS, ASTM A-105 PLUGS:3000#, THD, FS, HEX HEAD, ASTM A-105 NOTES:BRANCH CONNECTIONS (HEADER SIZE)1.) All underground piping to be coated and wrapped.NPS 24 20 18 16 14 12 10 8 6 4 3 2 1½1 ¾½2.) Do not use flanges in underground piping.½O O O O O O O O O O O O R R R T 3.) No pipe size transitions shall be made underground.B ¾O O O O O O O O O O O O R R T 4.) Extended stem ball valve and long body needle valve used for insulated lines only.R 1 O O O O O O O O O O O O R T A 1½O O O O O O O O O O O R T N 2 W W W W W W W W W R R T C 3 W W W W W W W W R R T H 4 W W W W W W W R R T 6 W W W R R R R R T S 8 W R R R R R R T I 10 R R R R R R T Z 12 R R R R R T LEGEND E 14 R R R R T O:Thredolet, Sockolet S 16 R R R T R:Reducing Tee or Tee w/Swage 18 R R T S:Stub-in 20 R T T:Tee 24 T W:Weldolet CC-A10N VC-S00N PIPING MATERIAL SPECIFICATION BC-T02N BC-S01NBC-S02N BC-T00N½" to 1½" Sour Service: Hydrocarbon, Liquid Hydrocarbon, Amine 150 - B31.3 (Note 5) 0.0625" CS BC-S00N 285PSIG @ -20ºF230 PSIG @ 300º F 08/23/13 08/23/13 CC-S10NCC-A00N ½" to 1½" ½" to 1½"½" to 1½"½" to 1½" 3" to 24" CC-A30N ½" to 2"3" to 24" 2"3" to 24" ½" to 1½" 2" to 24" 2" to 24"2" to 24" BC-S03NBC-M00N CC-S00N ½" to 1½"2" 2" to 24" 3" to 24" 3" to 24"8" to 24"BC-A03N FC-A30N BC-A01NBC-A02N8" to 24" FC-A40N Press. psig285260 ½" to 1½" ½" to 1½" BC-M02NBC-A00N½" to 1½"2" to 6"2" to 6" Temp. -20 to 100200 °F 300 230 NC-M03N PC-A00N VC-A00N ½" to ¾”½" to ¾”½" to ¾”NC-M02N 2" to 8" ½" to ¾” 2" to 24" ½" to 1½" NC-M00NNC-M01N GC-S00NGC-A00N 5.) NACE materials shall be supplied in the annealed condition with a maximum hardness of 22HRC which has been confirmed through materials testing traceable to the MTR heat number. Thermal processes such as welding shall have procedures qualified that are compatible with NACE requirements. Cold working is not permitted without engineering approval. ½" to 1½" 2" 2" to 6" ½" to 1½"1" to 8"10" to 24" ½" to 24" ½" to 24" ½" to 1½" ½" to 1½" 3" to 24" ½" to 1½" ½" to 24"2" to 24" ½" to 1½" Samuel Engineering, Inc.SE We Provide Solutions 1 of 1 CC01 BERRY PETROLEUM COMPANYHOUSE LOG TANK FACILITY Spec. No:CC01PARACHUTE, CO Issue Date:08/23/2013Project No: 13041-01 Rev No:A Project Apprv'd:MAF Client Apprv'd:Issue Date:Rev. No:A Rev. Date: Service: Class Material Temp/Press RangeLimited by ANSI B16.5 Corr. Allow. VALVES Tag No.Description PIPE:BALL:S/160, SMLS, ASTM A-106 GR B BALL VALVE, 3000# WP, THD, CS, REGULAR PORTS/80, SMLS, ASTM A-106 GR B BALL VALVE, 3000# WP, THD, CS, FULL PORT FITTINGS:BALL VALVE, 3000# WP, THD, CS, REGULAR PORT, EXTENDED STEM3000#, THD, FS, ASTM A-105 BALL VALVE, 3000# WP, THD, CS, FULL PORT, EXTENDED STEM3000#, SW, FS, ASTM A-105 BALL VALVE, 3000# WP, SW, CS, REGULAR PORTS/80, BW, ASTM A-234 GR WPB BALL VALVE, 3000# WP, SW, CS, FULL PORT FLANGES:BALL VALVE, 3000# WP, SW, CS, REGULAR PORT, EXTENDED STEMFLANGE, ANSI 600 RF, THD, FS, ASTM A-105 BALL VALVE, 3000# WP, SW, CS, FULL PORT, EXTENDED STEMFLANGE, ANSI 600 RF, SW, FS, ASTM A-105 BALL VALVE, 3000# WP, SW X THD, CS, REGULAR PORTFLANGE, ANSI 600 RF, WN, S/80 BORE, FS, ASTM A-105 BALL VALVE, 3000# WP, SW X THD, CS, REGULAR PORT, EXTENDED STEMFLANGE, BLIND, ANSI 600 RF, FS, ASTM A-105 BALL VALVE, ANSI 600 RF, CS, FLOATING BALL, REGULAR PORT ORIFICE FLANGES:BALL VALVE, ANSI 600 RF, CS, FLOATING BALL, FULL PORTFLANGE, ORIFICE, ANSI 600 RF, WN, S/80 BORE, FS, ASTM A-105 BALL VALVE, ANSI 600 RF, CS, TRUNNION BALL, REGULAR PORT BLEED RINGS:BALL VALVE, ANSI 600 RF, CS, TRUNNION BALL, FULL PORTBLEED RING, ANSI CLASS 600, RF, FS, 1-1/2" THK WITH 3/4" TAP,BUTTERFLY:ASTM A-105 BUTTERFLY VALVE, ANSI 600 RF, CS, WAFER BLINDS:BUTTERFLY VALVE, ANSI 600 RF, CS, LUGSPECTACLE BLIND, ANSI 600 RF, FS, ASTM A-105 CHECK:PADDLE BLIND W/SPACER, ANSI 600 RF, FS, ASTM SA285C OR A516-70 CHECK VALVE, 800#, THD, FS, SWING TYPE GASKETS:CHECK VALVE, 800#, THD, FS, PISTON TYPEGASKET, ANSI 600 RF, SPIRALWOUND, 1/8" THK, 304 SS,CHECK VALVE, 800#, SW, FS, SWING TYPEGRAPHITE, FLEXITALLIC STYLE CG OR EQUAL CHECK VALVE, 800#, SW, FS, PISTON TYPE FLANGE INSULATING KITS:CHECK VALVE, ANSI 600 RF, CS, SWING TYPEFLANGE INSULATING KIT, ANSI CLASS 600, 1/8" THK, CONSISTING OF CHECK VALVE, ANSI 600 RF, CS, WAFER TYPE(1) FULL FACE PHENOLIC GASKET, (1) SINGLE PIECE PLASTIC SLEEVE CHECK VALVE, ANSI 600 RF, CS, PISTON TYPEAND (2) STEEL/PLASTIC WASHERS PER BOLT GATE:(BOLTS NOT INCLUDED), PSI OR EQUAL GATE VALVE, 800#, THD, FS BOLTING:GATE VALVE, 800#, SW, FSSTUD BOLT SET, CS, ASTM A-193 GR B7 STUDS AND ASTM A-194 GATE VALVE, ANSI 600 RF, CSCLASS 2H HEX NUTS GLOBE: PIPE NIPPLES:GLOBE VALVE, 800#, THD, FSNIPPLE, S/160, SMLS, ASTM A-106 GR B GLOBE VALVE, 800#, SW, FS SWAGE NIPPLE:GLOBE VALVE, ANSI 600 RF, CSSWAGE NIPPLE, S/160, SMLS, ASTM A-234 GR WPB NEEDLE: UNIONS:NEEDLE VALVE, 6000#, MNPT X FNPT, CS, MULTI-PORTUNION, 3000#, THD, FS, INTEGRAL STEEL SEATS,NEEDLE VALVE, 6000#, MNPT X FNPT, CS, MULTI-PORT, LONG BODYGROUND JOINTS, ASTM A-105 NEEDLE VALVE, 6000#, MSW X FNPT, CS, MULTI-PORTUNION, 3000#, SW, FS, INTEGRAL STEEL SEATS,NEEDLE VALVE, 6000#, MSW X FNPT, CS, MULTI-PORT, LONG BODYGROUND JOINTS, ASTM A-105 PLUG: PLUGS:PLUG VALVE, ANSI 600 RF, CS3000#, THD, FS, HEX HEAD, ASTM A-105 NOTES:BRANCH CONNECTIONS (HEADER SIZE)1.) All underground piping to be coated and wrapped.NPS 24 20 18 16 14 12 10 8 6 4 3 2 1½1 ¾½2.) Do not use THD fittings or flanges in underground piping.½O O O O O O O O O O O O R R R T 3.) No pipe size transitions shall be made underground.B ¾O O O O O O O O O O O O R R T 4.) SW for small bore UG lines as well as designated above ground aplications only.R 1 O O O O O O O O O O O O R T 5.) Extended stem ball valve and long body needle valve used for insulated lines only.A 1½O O O O O O O O O O O R T N 2 W W W W W W W W W R R T C 3 W W W W W W W W R R T H 4 W W W W W W W R R T 6 W W W R R R R R T S 8 W R R R R R R T I 10 R R R R R R T Z 12 R R R R R T LEGEND E 14 R R R R T O:Thredolet, Sockolet S 16 R R R T R:Reducing Tee or Tee w/Swage 18 R R T S:Stub-in 20 R T T:Tee 24 T W:Weldolet 08/23/13 08/23/13 ½" to 1½" ½" to 24" ½" to 1½" ½" to 1½" ½" to 1½" GC-S00GC-C00 General Service: Hydrocarbon, Liquid Hydrocarbon, Glycol 600 - B31.3 0.0625" CS BC-C01BC-C02BC-C03 FC-C30 BC-S03BC-M00BC-M02BC-C00 ½" to 1½"½" to 1½" ½" to 1½"½" to 1½" 2" to 24" °F Press. psig14801350 Temp. -20 to 100200300 1315 3" to 24" ½" to 1½" ½" to 1½"2" to 24" ½" to 1½"2" to 24" ½" to 1½" ½" to 1½" ½" to 1½"½" to 1½" 2" to 24"2" to 24" ½" to 1½" 2" to 24" ½" to 1½" 2" to 24" 2" to 24" 10" to 24"1" to 8" ½" to 24" ½" to 24" ½" to 1½"½" to 1½"½" to 1½" NC-M01 NC-M03 PC-C00 1480PSIG @ -20ºF1315 PSIG @ 300º F CC-C30CC-C10 VC-T00VC-S00VC-C00 GC-T00 FC-C40 CC-T00CC-T10CC-S00CC-S10CC-C00 BC-S01BC-S02 ½" to ¾”½" to ¾”½" to ¾” 2" to 6" 3" to 24" ½" to 1½" PIPING MATERIAL SPECIFICATION BC-T01BC-T02BC-T03BC-S00 BC-T00 ½" to 1½" ½" to 1½" NC-M02 2" to 8" ½" to ¾” 2" to 24" ½" to 1½" 2" to 24" ½" to 1½"½" to 1½" 2" to 4"2" to 4"6" to 24"6" to 24" ½" to 1½"½" to 1½" NC-M00 Samuel Engineering, Inc.SE We Provide Solutions 1 of 1 CC02 BERRY PETROLEUM COMPANYHOUSE LOG TANK FACILITY Spec. No:CC02PARACHUTE, CO Issue Date:08/23/2013Project No: 13041-01 Rev No:A Project Apprv'd:MAF Client Apprv'd:Issue Date:Rev. No:A Rev. Date: Service: Class Material Temp/Press RangeLimited by ANSI B16.5 Corr. Allow. VALVES Tag No.Description PIPE:BALL:S/160, SMLS, ASTM A-106 GR B BALL VALVE, 3000# WP, THD, CS, REGULAR PORTS/80, SMLS, ASTM A-106 GR B BALL VALVE, 3000# WP, THD, CS, REGULAR PORT, EXTENDED STEM FITTINGS:BALL VALVE, 3000# WP, SW, CS, REGULAR PORT3000#, SW, FS, ASTM A-105 BALL VALVE, 3000# WP, SW, CS, FULL PORTS/80, BW, ASTM A-234 GR WPB BALL VALVE, 3000# WP, SW, CS, REGULAR PORT, EXTENDED STEM FLANGES:BALL VALVE, 3000# WP, SW, CS, FULL PORT, EXTENDED STEMFLANGE, ANSI 600 RF, SW, FS, ASTM A-105 BALL VALVE, 3000# WP, SW X THD, CS, REGULAR PORTFLANGE, ANSI 600 RF, WN, S/80 BORE, FS, ASTM A-105 BALL VALVE, 3000# WP, SW X THD, CS, REGULAR PORT, EXTENDED STEMFLANGE, BLIND, ANSI 600 RF, FS, ASTM A-105 BALL VALVE, ANSI 600 RF, CS, FLOATING BALL, REGULAR PORT ORIFICE FLANGES:BALL VALVE, ANSI 600 RF, CS, FLOATING BALL, FULL PORTFLANGE, ORIFICE, ANSI 600 RF, WN, S/80 BORE, FS, ASTM A-105 BALL VALVE, ANSI 600 RF, CS, TRUNNION BALL, REGULAR PORT BLEED RINGS:BALL VALVE, ANSI 600 RF, CS, TRUNNION BALL, FULL PORTBLEED RING, ANSI CLASS 600, RF, FS, 1-1/2" THK WITH 3/4" TAP,BUTTERFLY:ASTM A-105 BUTTERFLY VALVE, ANSI 600 RF, CS, WAFER BLINDS:BUTTERFLY VALVE, ANSI 600 RF, CS, LUGSPECTACLE BLIND, ANSI 600 RF, FS, ASTM A-105 CHECK:PADDLE BLIND W/SPACER, ANSI 600 RF, FS, ASTM SA285C OR A516-70 CHECK VALVE, 800#, SW, FS, SWING TYPE GASKETS:CHECK VALVE, 800#, SW, FS, PISTON TYPEGASKET, ANSI 600 RF, SPIRALWOUND, 1/8" THK, 304 SS,CHECK VALVE, ANSI 600 RF, CS, SWING TYPEGRAPHITE, FLEXITALLIC STYLE CG OR EQUAL CHECK VALVE, ANSI 600 RF, CS, WAFER TYPE FLANGE INSULATING KITS:CHECK VALVE, ANSI 600 RF, CS, PISTON TYPEFLANGE INSULATING KIT, ANSI CLASS 600, 1/8" THK, CONSISTING OF GATE:(1) FULL FACE PHENOLIC GASKET, (1) SINGLE PIECE PLASTIC SLEEVE GATE VALVE, 800#, SW, FSAND (2) STEEL/PLASTIC WASHERS PER BOLT GATE VALVE, ANSI 600 RF, CS(BOLTS NOT INCLUDED), PSI OR EQUAL GLOBE: BOLTING:GLOBE VALVE, 800#, SW, FSSTUD BOLT SET, CS, ASTM A-193 GR B7 STUDS AND ASTM A-194 GLOBE VALVE, ANSI 600 RF, CSCLASS 2H HEX NUTS NEEDLE: PIPE NIPPLES:NEEDLE VALVE, 6000#, MNPT X FNPT, CS, MULTI-PORTNIPPLE, S/160, SMLS, ASTM A-106 GR B NEEDLE VALVE, 6000#, MNPT X FNPT, CS, MULTI-PORT, LONG BODY SWAGE NIPPLE:NEEDLE VALVE, 6000#, MSW X FNPT, CS, MULTI-PORTSWAGE NIPPLE, S/160, SMLS, ASTM A-234 GR WPB NEEDLE VALVE, 6000#, MSW X FNPT, CS, MULTI-PORT, LONG BODY UNIONS:PLUG:UNION, 3000#, SW, FS, INTEGRAL STEEL SEATS,PLUG VALVE, ANSI 600 RF, CSGROUND JOINTS, ASTM A-105 PLUGS:3000#, THD, FS, HEX HEAD, ASTM A-105 NOTES:BRANCH CONNECTIONS (HEADER SIZE)1.) All underground piping to be coated and wrapped.NPS 24 20 18 16 14 12 10 8 6 4 3 2 1½1 ¾½2.) Do not use flanges in underground piping.½O O O O O O O O O O O O R R R T 3.) No pipe size transitions shall be made underground.B ¾O O O O O O O O O O O O R R T 4.) Extended stem ball valve and long body needle valve used for insulated lines only.R 1 O O O O O O O O O O O O R T A 1½O O O O O O O O O O O R T N 2 W W W W W W W W W R R T C 3 W W W W W W W W R R T H 4 W W W W W W W R R T 6 W W W R R R R R T S 8 W R R R R R R T I 10 R R R R R R T Z 12 R R R R R T LEGEND E 14 R R R R T O:Thredolet, Sockolet S 16 R R R T R:Reducing Tee or Tee w/Swage 18 R R T S:Stub-in 20 R T T:Tee 24 T W:Weldolet 08/23/13 08/23/13 PIPING MATERIAL SPECIFICATION BC-T02N BC-S01NBC-S02N BC-T00N ½" to 1½" ½" to 1½" Sour Service: Hydrocarbon, Liquid Hydrocarbon, Amine 600 - B31.3 (Note 5)CS BC-C02N NC-M01N GC-S00N PC-C00N CC-S10NCC-S00N VC-S00NVC-C00N NC-M03N 1480PSIG @ -20ºF1315 PSIG @ 300º F CC-C30NCC-C10N GC-C00N NC-M00N NC-M02N FC-C40N CC-C00N BC-S03NBC-M00N 3" to 24" 0.0625" BC-C03N FC-C30N BC-M02NBC-C00NBC-C01N °F Press. psig14801350 Temp. -20 to 100200300 1315 ½" to 1½" ½" to 1½"½" to 1½"½" to 1½" 2" to 4" ½" to 1½"BC-S00N ½" to 1½" 5.) NACE materials shall be supplied in the annealed condition with a maximum hardness of 22HRC which has been confirmed through materials testing traceable to the MTR heat number. Thermal processes such as welding shall have procedures qualified that are compatible with NACE requirements. Cold working is not permitted without engineering approval. ½" to 1½" 1" to 8"10" to 24" ½" to 24" ½" to 24" ½" to 1½"½" to ¾” 3" to 24" 2" to 24"2" to 24"½" to 24" ½" to 1½" 2" to 4" ½" to 1½"2" to 8" ½" to ¾” ½" to ¾”½" to ¾” 6" to 24"6" to 24" ½" to 1½" 2" to 6" ½" to 1½" ½" to 1½" 2" to 24" 2" to 24" 2" to 24" ½" to 1½"2" to 24" 2" to 24"½" to 1½" 2" to 24" 2" to 24" ½" to 1½" ½" to 1½"2" to 24" Samuel Engineering, Inc.SE We Provide Solutions 0 I 1 2 3 A PLANT NORTH \ \ ;'"'''' UJ1it!,111S'-0:''''C'l'U 1 1 ill t ,rru1n1nt v1 surv:C0' y , :n" ei i 'i'J• 1e,;;,, ''.) J~I::! Ii ,;,o,, ~''';'<'-'"'" ,,.,1~'11/ '1)! ''\'" , »il'·I i:c'",,j'-'fl\ 'o JSc:' l,id "' i,, tr),''' '~"IJr l 1.;c cr,~voc us 1, , , --: 1.-'f <;11y n!11rrnal10 1 "'\·J';\,'l II f\h)1.(< o;-1n ~12i" Vo'l\h :A S· 3 ,Jn,,,.1·1, 1 st•1c1ly ;_:,,1,f\11Jt' r; 1:0'" \.;>Jj."ll1gi 1 il1r-e.;·~1 <l tl tl1cJ'if •"' i'!()i,i';.'. t0cl h'''! >irl tlll'1Cl\'1;q 1 •:,t.f'e "'d! De <:1 rf-.f: ;,{1ie r'::;l1 t 1 DWG NO. A \ \ DESCRIPTION REFERENCE DRAWINGS \ \ B R c NO. DESCRIPTION DATE REVISIONS D E 1"=40' CH JK MS c RE-ISSUED FOR PERMITTING 2/20/ q LKS DESIGNED. L. SUB!ONO I ·~---- 11/7/13 LKS DRAW" ISSUED FOR PERMITTING L. SUB!ONO CH JK MS B CH JK MS ; I ISSUED FOR CLIENT REVIEW 0/31/1 LKS CHECKED M. SALMON BY NO. OESCRIPT.ON !JATE BY APPROVED. § u REVISIONS APPROVED. n E F DATE CU ENT BERRY PETROLEUM COMPANY 10/12/13 10/12/13 LOCATIO,. GARFIELD COUNTY, co ~ ~.'1~i~.~~1 §0~.gineering ~ 6450 E. Crescent Parkway, Suite 200 Phone 303.714.4640 10/31/13 Greenwood Village, CO 60111 Fax 303.714.4600 F G // I//// // TITLE HOUSE LOG TANK FACILITY PIPING PLOT PLAN AND GENERAL LAYOUT G H //,/,/ FUEL GAS PIPELINE PIPELINE TO AND FROM FIELD // \ / /)( / \ // \ / ///// // GRAPHIC SCALE 0 5 1Cl "' 80 15{] ~w --1---1 1" = 40'-0" PROJECT NO. 13041-01 DRAWING NUMBER 13041-PP-401 H 1 2 3 4 F\EV. c 1 2 3 PLANT NORTH [=~-=-~----=~=-:------=-··-·· ---···--------· ·-··-""" ~" "---~~---· . r ·---====:=------~ • --- _ .. ~ -~ ::. : .: --- ~~ ---r -----/ ____ _ ___ .. - /'" ,-" ----r~_ // ____ _ A --------- '"" ~'""""'' --.-' """'"' -----" .,,_ .. --- --'/-·:::::_ :::.::::::_:_: ------------ "" B 'b 0 '- ----., --.... ,_ ' -. B --- ' ',\ ' \ ' \\ ----- / -6"-VG-XXXX-AS01-2"H G~ (FUTURE) \ -------.......... _ ------ i / I / ! / ,,/· ,,,,..- / / c - --------- TK-100 GUN BARREL TANK --- D DRAWING LIMIT -NO CONTINUATION ---~--------------;;...;--- TK·120 oiCfANK ......... ...._ ................ ...;;..-·~=- --------- ------------------------·- ---- 6"-PW-XXXX-AS01-2"H GT -...... ,,,_ ----' --, ·-, ·-' -., --\_ '-. \ ' r 6"-VG-XXXX-AS01-2"H GT I (FUTURE) II II II II II II II II II II \\ :: \11 11. II II \ II II II II l ' I E / -·--,,,,. ------·------- ·····-., - / F 11111 11111 ;1111: - H-500 VAPOR COMBUSTION UNIT ~-4"-VG-XXXX-ACOl // ~TK-501 I vcu I / LIQUIDS DRAIN ' 1 / TANK ~i / -- -- 6"-VG-XXXX-AS01-2"H GT I TK-203 I i I TK-202 -------lo-I ---r"'R"'o"i'i"'o"'c""E"'b __ .. __ ~-------~-----~-'1--------=p--.;, -~----------~ ----~-~-.,,...---. ..k---.:PR"'o"'b.,;u"C .. E"'D' ____ ,_ _____ _ ------·---+,,,_..,_-+----------~ TK·201 PRODUCED WATER STORAGE TANK N0.1 ) hrc: rkH":urnf.'J't is c:·p'frigh~e{J ,;;:•:d :s ar· 1·1;,'.ii.i<nent sf "e.~,·ic:e by {'.'._.,rr1hCi 011!;;"lrl'"tJ"HL• (f,\F} )' \'1<?.S ptEipareri s.>lf-ly frn \l\1:1 0'.0'i~~,-',s,Chunf·:, 1.1ce or1 tt"i'-"· i-"~·,W·IJ l1!l 1Y iJSe r.-.:py D' di:oc\ '>'11!·: :.J «r1y 1:·1f(.'Hn2J!i)lf -;n;;~,;/,' c Wi'>i)((c Of I " pa;-t ',!;'\(," Ol j rc~·s co~-~-~r11 1,, 'Jil1"";tly 9rvh1L11~1.:(: 1;, Ci rn11y1i1:;lli !:JP,"tc1·, c,n •. 11"-:\I 0:e pr;,,:~(-·\. ,\~Id, ,\rry Wi!:olt~il"ori.r.<:d rev~:. :\hall bi~ n\ 1he ;>o!c; :1~.1,, of WATER STORAGE WATER STORAGE II TANK N0.3 ' TANK N0.2 (FUTURE) 1 (FUTURE) I I I \ \ \ -' CH JK MS c CH JK MS B / / / / --·- ' I II II II II II II II II II II \ \ \ MATCHLINE CONT. SEE DWG. 13041-PP-402 SCALE: 1"=20' DATE "''"T BERRY PETROLEUM COMPANY RE-ISSUED FOR PERMITTING 2/20/1 LKS DESIGNED. L SUBIONO 10/12/13 ISSUED FOR PERMITTING 11/7 /13 LKS DRAWN L SUBIONO 10/12/13 LOCATION GARFIELD COUNTY, co ISSUED FOR CLIENT REVIEW CH JK MS A 0/31/1 LKS CHECKEe>. M. SALMON 10/31/13 @ 1--~,-W_G_N_o_~--1,...~~~~~,-,-.-,-R-,-,-T-l_O_N~~~~~~~~~-+-~-+-"-.-+~~-ffi-+-~-+-N-o __ ,...~~~~~~~,-E-S_C_R_l_P_T_l_O_N~~~~~~~-+~,-A-TE~+--.-, .... ~-+-"-"--1-"~.-+~-1-.-,-_+-~~~~~~~,-,-.-C-R_l_P_T_l_O_N~~~~~~~--1~-,A-TE~-+--.-,-+-AP-P-ROV-ED-.--------f-----~~-1 ~e~Tvi~e~~,~~~in~~rir1{;} u~ iti!!J ~ uw oltl REFERENCE DRAWINGS ~ 3 ~ oa ill !z: ~ ~ ~ ~ ~ 8450 E. Crescent Parkway, Suite 200 Phone: 303.714.4840 a g::!i ~ffi i5 REVISIONS a ~~ ~ffi u REVISIONS APPROVED: GreanwoodVi!lage,C080111 Fax: 303.714,4800 A R n F G / / --- / \ I / I \ ' I / I ,/' / --- / : -\ \ \ \ \ -.• \ \\ \ ! i ! l ! i " --ll I I . !/ ' I / . i I - TITLE HOUSE LOG TANK FACILITY YARD PIPING PLOT PLAN NORTH AND GENERAL LAYOUT G / / 02.ss 10 ~u I -J, - H - \ ' \ ' ' ' \ \ \ \ \ \ ' \ \ \ \ \ \ -·, \ \\ \ \ \ \ \\ \ \ \ /-"\ \ \ ·. \. -: GRAPHIC SCALE " I . r-- PROJECT NO. 13041-01 DRAWING NUMBER 13041-PP-403 H I -1- I I -:;: -_J REV. c 1 2 3 4 D R A W I N G N U M B E R P R O J E C T N O . T I T L E PROJECT ENGINEER PROJECT MANAGER PROJECTENGINEERPROJECTMANAGER 3 2 1 ABC D E F G H 4 3 2 1 ABC D E F G H 4 S a m u e l E n g i n e e r i n g 8 4 5 0 E . C r e s c e n t P a r k w a y , S u i t e 2 0 0 G r e e n w o o d V i l l a g e , C O 8 0 1 1 1 P h o n e : 3 0 3 . 7 1 4 . 4 8 4 0 F a x : 3 0 3 . 7 1 4 . 4 8 0 0 S E 1 3 0 4 1 - 0 1 H O U S E L O G T A N K F A C I L I T Y Orianna WilsonS:\Projects\13041-01_House_Log_Tank_Facility\CAD\Piping\PFDs\13041-PF-101.dwgThursday, November 07, 2013 2:46:01 PMThis document is copyrighted andis an instrument of service bySamuel Engineering (SE). It wasprepared solely for theOwner's/Client's use on thisproject only. Use, copy ordisclosure of any informationshown, in whole or in part, withoutSE's consent, is strictly prohibited,is a copyright breach and may beprosecuted. Any unauthorizedreuse shall be at the sole risk ofthe user. 1 3 0 4 1 - P F - 1 0 1 B P R O C E S S F L O W D I A G R A M G U N B A R R E L A N D O I L T A N K S N . T . S 0 7 / 3 0 / 1 3 L . R I V A S 0 7 / 3 0 / 1 3 A I S S U E D F O R C L I E N T R E V I E W 0 8 / 2 3 / 1 3 O R W M S 0 1 - P F - 1 0 3 P I P E L I N E P U M P PW PIPELINE 4 3 4 2 44 O I L T R U C K T K - 1 0 0 G U N B A R R E L T A N K T K - 1 0 0 G U N B A R R E L T A N K T K - 1 2 0 O I L T A N K T K - 1 2 0 O I L T A N K F - 1 0 1 / F - 1 0 2 F I L T R A T I O N S K I D F - 1 0 1 / F - 1 0 2 F I L T R A T I O N S K I D H - 1 2 0 O I L T A N K H E A T E R H - 1 2 0 O I L T A N K H E A T E R F U E L G A S D . T O R R E S TK-103RECEIVING TANK(FUTURE)262728FRESH WATERFLOCCULANTCOAGULANTFLOAT / HEAVY SOLIDS TODISPOSAL P-310DAF EFFLUENTPUMP (FUTURE)P-310DAF EFFLUENT PUMP25FE2 9 D-300DAF UNIT (FUTURE)D-300DAF UNIT (FUTURE)GLYCOLRETURNGLYCOLSUPPLYH-103RECEIVING TANK HEATER(FUTURE) H - 1 0 3 R E C E I V I N G T A N K H E A T E R ( F U T U R E ) TK-103RECEIVING TANK H - 1 0 0 G U N B A R R E L T A N K H E A T E R F U E L G A S H - 1 0 0 G U N B A R R E L T A N K H E A T E R ( N O T E 1 ) NOTES:1. SPOOL FOR FUTURE FILTRATION.2. SPOOL FOR FUTURE RECEIVING TANKAND DAF UNIT.3. PROVIDE GROUNDING FOR OIL TANKS. (NOTE 2) (NOTE 2) ( N O T E 3 ) B I S S U E D F O R P E R M I T 1 1 / 0 7 / 1 3 O R W J M K D R A W I N G N U M B E R P R O J E C T N O . T I T L E PROJECT ENGINEER PROJECT MANAGER PROJECTENGINEERPROJECTMANAGER 3 2 1 ABC D E F G H 4 3 2 1 ABC D E F G H 4 S a m u e l E n g i n e e r i n g 8 4 5 0 E . C r e s c e n t P a r k w a y , S u i t e 2 0 0 G r e e n w o o d V i l l a g e , C O 8 0 1 1 1 P h o n e : 3 0 3 . 7 1 4 . 4 8 4 0 F a x : 3 0 3 . 7 1 4 . 4 8 0 0 S E 1 3 0 4 1 - 0 1 H O U S E L O G T A N K F A C I L I T Y Orianna WilsonS:\Projects\13041-01_House_Log_Tank_Facility\CAD\Piping\PFDs\13041-PF-102.dwgThursday, November 07, 2013 2:44:49 PMThis document is copyrighted andis an instrument of service bySamuel Engineering (SE). It wasprepared solely for theOwner's/Client's use on thisproject only. Use, copy ordisclosure of any informationshown, in whole or in part, withoutSE's consent, is strictly prohibited,is a copyright breach and may beprosecuted. Any unauthorizedreuse shall be at the sole risk ofthe user. 1 3 0 4 1 - P F - 1 0 2 B P R O C E S S F L O W D I A G R A M P R O D U C E D W A T E R S T O R A G E T A N K N O . 1 N . T . S D . T O R R E S 0 7 / 3 0 / 1 3 L . R I V A S 0 7 / 3 0 / 1 3 A I S S U E D F O R C L I E N T R E V I E W 0 8 / 2 3 / 1 3 O R W M S 0 1 - P F - 1 0 3 3 2 3 6 3 5 3 0 3 1 G L Y C O L R E T U R N T K - 2 0 1 P R O D U C E D W A T E R S T O R A G E T A N K N O . 1 T K - 2 0 1 P R O D U C E D W A T E R S T O R A G E T A N K N O . 1 H - 2 0 1 P R O D U C E D W A T E R T A N K H E A T E R N O . 1 P - 2 0 6 S U M P P U M P N O . 1 P - 2 0 6 S U M P P U M P N O . 1 OIL TRUCK H - 2 0 1 P R O D U C E D W A T E R T A N K H E A T E R N O . 1 P - 2 0 7 S U M P P U M P N O . 2 P - 2 0 7 S U M P P U M P N O . 2 G L Y C O L S U P P L Y NOTES:1. FOR INCIDENTAL WATER ACCUMULATION IN PRIMARYCONTAINMENT SUMP.2. SHARED WITH TANKS 2 & 3. P R I M A R Y C O N T A I N M E N T ( N O T E 2 ) ( N O T E 1 ) ( N O T E 1 ) B I S S U E D F O R P E R M I T 1 1 / 0 7 / 1 3 O R W J M K D R A W I N G N U M B E R P R O J E C T N O . T I T L E PROJECT ENGINEER PROJECT MANAGER PROJECTENGINEERPROJECTMANAGER 3 2 1 ABC D E F G H 4 3 2 1 ABC D E F G H 4 S a m u e l E n g i n e e r i n g 8 4 5 0 E . C r e s c e n t P a r k w a y , S u i t e 2 0 0 G r e e n w o o d V i l l a g e , C O 8 0 1 1 1 P h o n e : 3 0 3 . 7 1 4 . 4 8 4 0 F a x : 3 0 3 . 7 1 4 . 4 8 0 0 S E 1 3 0 4 1 - 0 1 H O U S E L O G T A N K F A C I L I T Y Orianna WilsonS:\Projects\13041-01_House_Log_Tank_Facility\CAD\Piping\PFDs\13041-PF-103.dwgThursday, November 07, 2013 2:57:10 PMThis document is copyrighted andis an instrument of service bySamuel Engineering (SE). It wasprepared solely for theOwner's/Client's use on thisproject only. Use, copy ordisclosure of any informationshown, in whole or in part, withoutSE's consent, is strictly prohibited,is a copyright breach and may beprosecuted. Any unauthorizedreuse shall be at the sole risk ofthe user. 1 3 0 4 1 - P F - 1 0 3 B P R O C E S S F L O W D I A G R A M P R O D U C E D W A T E R S T O R A G E T A N K S N O . 2 , 3 N . T . S 0 7 / 3 0 / 1 3 L . R I V A S 0 7 / 3 0 / 1 3 A I S S U E D F O R C L I E N T R E V I E W 0 8 / 2 3 / 1 3 O R W M S 3 4 2 4 3 8 37 36 4 1 4 2 3 9 4 0 3332 4 9 5 0 4 8 G E N E R A T O R T O P O W E R D I S T R I B U T I O N F U E L G A S TK-202 PRODUCED WATER STORAGE TANK NO. 2TK-202 PRODUCED WATER STORAGETANK NO. 2 H-202PRODUCED W A T E R TANK HEATER N O . 2 T K - 2 0 3 P R O D U C E D W A T E R S T O R A G E T A N K N O . 3 H - 2 0 3 P R O D U C E D W A T E R T A N K H E A T E R N O . 3 T K - 2 0 3 P R O D U C E D W A T E R S T O R A G E T A N K N O . 3 P - 2 0 5 P I P E L I N E P U M P H - 5 0 0 C O M B U S T O R H - 5 0 0 V A P O R C O M B U S T I O N U N I T G - 4 0 0 G E N E R A T O R N O . 1 G - 4 0 0 G E N E R A T O R N O . 1 P - 2 0 5 P I P E L I N E P U M P T K - 5 0 1 V C U L I Q U I D S D R A I N T A N K N C G E N E R A T O R G - 4 0 1 G E N E R A T O R N O . 2 G - 4 0 1 G E N E R A T O R N O . 2 T K - 5 0 1 V C U L I Q U I D S D R A I N T A N K D . T O R R E S H - 2 0 2 P R O D U C E D W A T E R T A N K H E A T E R N O . 2 H - 2 0 3 P R O D U C E D W A T E R T A N K H E A T E R N O . 3 T O P O W E R D I S T R I B U T I O N 4546HEAT TRACEUSERS (GT)HEAT MEDIUMRETURN F U E L G A S X V 4 7 H-510GLYCOL HEATER H-510GLYCOL HEATER G L Y C O L R E T U R N G L Y C O L S U P P L Y G L Y C O L R E T U R N G L Y C O L S U P P L Y W A T E R T R U C K P R I M A R Y C O N T I A N M E N T ( N O T E 1 ) NOTES:1. SHARED WITH TANK 1. B I S S U E D F O R P E R M I T 1 1 / 0 7 / 1 3 O R W J M K F E DRA\l\llNG STATUS LOG DRAWING NUMBER REV REV DATE DRAWING TITLE STATUS DISTRIBUTION DISTRIBUTION COMMENTS EF PM c s a DATE ABBREVIATIONS 673--0 A 12/16/13 DRAWING STATUS LOG AFC x x x 12/16/13 IP IN PROCESS 673-1 A 12/16/13 GENERAL INFORMATION SHEET AFC x x x 12/16/13 STATUS { IFA ISSUED FOR APPROVAL 673-2 A 12/16/13 FOUNDATION RINGWALL ELEVATION AFC x x x 12/16/13 CODES AFC APPROVED FOR CONSTRUCTION DEL DELETED 673-2A A 12/16/13 FOUNDATION RINGWALL PLAN VIEW AFC x x x 12/16/13 AB AS BUILT 67 3-3 A 12/16/13 NAMEPLATE AFC x x x 12/16/13 673-4 A 12/16/13 ORIENTATION AFC x x x 12/16/13 EF TANCO ELECTRONIC JOB FILE 673-5 A 12/16/13 141'-7"0 BOTIOM PLATE LAYOUT AFC x x x 12/16/13 DISTRIBUTION { PM PROJECT MANAGER 673-SA A 12/16/13 141'-7"0 BOTIOM PLATE SKETCHES AFC x x x 12/16/13 CODES c CUSTOMER s SHOP 673-6 A 12/16/13 COLUMN AND RAFTER ORIENTATION AFC x x x 12/16/13 a QA/QC 673-6A A 12/16/13 CENTER COLUMN AFC x x x 12/16/13 673-6B A 12/16/13 OUTER COLUMN 6 REQ'D AFC x x x 12/16/13 673-7 A 12/16/13 RAFTERS AFC x x x 12/16/13 673 -7A A 12/16/13 PERLIN I RAFTER ATIACHMENT CHAIRS AFC x x x 12/16/13 - 673-8 A 12/1611 3 SHELL PLATE LAYOUT AFC x x x 12/16/13 --673-SA A 12/16/13 SHELL PLATE WIELD DETAILS AFC x x x 12/16/13 - 673-9 A 12/16/13 141'-7"0 CONE ROOF PLATE LAYOUT AFC x x x 12/16/13 - 673-9A A 12/16/13 141'-7"0 CONE ROOF PLATE SKETCHES AFC x x x 12/16/13 . 673-10 A 12/16/13 48 " X 48" FLUSH CLEANOUT AFC x x x 12/16/13 - 673-10A A 12/16/13 48" X 48" FLUSH CLEANOUT DETAILS AFC x x x 12/16/13 -- 673-11 A 12/16/13 SPIRAL STAIRWAY & PLATFORM (LEFT HAND) AFC x x x 12/16/13 -673-12 A 12/16/13 30" SHELL MANWA Y 2 REQ'D AFC x x x 12/16/13 -673-12A A 12/16/13 30" SHELL MANWAY BOLTING FLANGE & COVER PLATE DETAILS AFC x x x 12/16/13 673-13 A 12/16/13 24" SHELL MANWAY 2 REQ'D AFC x x x 12/16/13 .. 24" SHELL HINGED MANWAY BOLTING FLANGE & COVER PLATE 673-13A A 12/16/13 AFC x x x 12/16/13 DETAILS -... 673-14 A 12/16/13 NOZZLES AFC x x x 12/16/13 673-14A A 12/16/13 NOZZLES AFC x x x 12/16/13 673-15 A 12/16/13 8" ROOF GAUGE HATCH AFC x x x 12/16/13 6 7 3-16 A 12/16/13 3"WATER DRAW& BOTIOM SUMP AFC x x x 12/16/1 3 ":. .. -. ., -. . .. ' . I • ..,..:._ .... , ... /.. ·. ~ -· . .f,J-/1ij ~ -. "mNCO ENGINEERING, INC. 1400 TAU RU S COU RT . LOV ELAN D CO 80537 1970l 776-4200 TITLE DRAWING STATUS LOG REV ISSUE AND/OR REVISION DESCRIPTION BY DATE CK DRAWIN G STATU S A ND/OR ALERTS T ANCO has provtded lhis document 10 communicate CUSTOMER LOCATI ON 0 ISSUED FOR APPROVAL ?Mc desogn, fabncalion and conslruellon infonnalion to our BERRY PETROLEUM PARACHUTE. CO 12112/13 ZK dlenl ror Iha proJect for which T ANCO has bee n TANKll I TANK INFO CUS TO MER P.O # A APPROVED FOR CONSTRUCTION BML 12/1611 3 ZK contracted. By accepUng lh1s document, the nidpient 141'0 x 50' promi&es ana agrees thal I.his dowment shall not be D'NN BYI DATE 1ICK BY ~DA TE UV'\.>* K t:V reproduced, co pie d or distributed directty or lndlredly PMc 12/12/1 3 ZK 2/12/13 lo olher organiza tions wittlout written consent from SCALE I T ANCO PROJc v 1 # 673-0 A TANCO . Th is document shall nol be used for any olher 1 /1 6-673 purpose other lhan that for which II was furn ished STANDARD ABBREVIATIONS STANDARD ABBREVIATIONS GENERAL INFORMATION AB ATMOS APPURT BBE BBL BOE BOM BW c CBE CIC CHKD PL CK CLORct_ CONC COE CP cs DEG OR • DIAOR0 DING OWN ECC ELEV OR EL EFR F FAB FB FF FFSO FFWN FS FT GALV GA HEX HH HOR HT HWH ID AS BUILT ATMOSPHERIC APPURTENANCE BEVEL BOTH ENDS BARREL BEVEL ONE END BILL OF MATERIALS BUTT WELD CHANNEL COPE BOTH ENDS CENTER TO CENTER CHECKERED PLATE CHECKED CENTERLINE CONCENTRIC COPE ONE END COMPLETE PENETRATION CARBON STEEL DEGREE DIAMETER DRAWING DRAWN ECCENTRIC ELEVATION EXTERNAL FLOATING ROOF FAHRENHEIT FAB:~ICATION FLAT BAR FLAT FACE FLAT FACE SLIP ON FLA.:r FACE WELD NECK FAR SIDE FOOT GAtVANIZED GAGE OR GAUGE STANDARD HEX HEAVY HEX HORIZONTAL HEIGHT HEX WASHER HEAD INSIDE DIAMETER OR IDENTIFICAT ION IFR INTERNAL FLOAT ING ROOF IN INCH INFO INFORMATION INSP INS~ECTOR IR INSIDE RADIUS L ANGLE LBS POUNDS KSI KIPS"PER SQUARE INCH MA TL MATiiRIAL MBE MITER BOTH ENDS MIN MINI MUM MK OR PM PIECEMARK MOD OR M MODIFIED MOE MITER ONE ENO MPH NOE NPT NO OD OR ORIENT PBE PL PLT PMOR MK PO PROJ PSF PSI QA QC QTY ROR RAD RB REF REQ'D REV RF RFSO RFLWN RFWN SB SCH SHT SK SOL SPEC SS STD STD WT STR TBE THK THO TOE TOL TYP VERT w WOL WPS WT X S @ > >=ORO!: < <=ORS # MILES PER HOUR NON -DESTRUCTIVE EXAMINATION NATIONAL PIPE THREAD NUMBER OUTSIDE DIAMETER OUTSIDE RADIUS ORIENTATION PLAIN BOTH ENDS PLATE PLATFORM PIECEMARK PURCHASE ORDER PROJECT POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH QUALITY ASSURANCE QUALITY CONTROL QUANTITY RADIUS ROUND BAR REFERENCE REQUIRED REVISION RAISED FACE RAISED FACE SUP ON RAISED FACE LONG WELD NECK RAISED FACE WELD NECK SQUARE BAR SCHEDULE SHEET SKETCH SOCKOLET SPECIFICATION STAINLESS STEEL STANDARD STANDARD WEIGHT STAIRWAY THREAD BOTH ENDS THICK THREAD T HREAD ONE END WELDING PROCEDURE SPECIFICATIONS (WPS) T-2F-JET-1 T-2F-J ET-5P-1 T~G-1 T -ALL-G-1 T-ALL-G~ T-ALL-G-1-PW 112 T-WIRE-1 T-WIRE-8 T-ALL-SS-1 T-ALL-5P-1 T-AUT0-1 T-AUT0-2F-1 GT-CC-1 GT-SS-1 GT-SSC-1 WELD SYMBOLOGY f / WELDING PROCEDURE SPECIFICATION ~ TYP NON-DESTRUCTIVE EXAMINATION WELD NOTES 1. 2 . WELDS MUST FO LLO'v ~ THE WPS IN THE WELD SYMBOL. SUBSTITLJTION OF ANOTHER WPS IS i·'.OT ALLOWED WITHOUT THE EXPRESS APPROVAL OF TANCO ENGINEERING. WHEN A WELD JOINT I·.) DETAILED ON A DRAWING OR CALLED OUT IN A WELD SYMBOL. THE WELD MUST BE PREPARED AND WELDED AS SHOWN INCLUDING BUT NOT LIMITED TO THE ROQ.l . OPENING. BEVEL ANGLE AND USE OF BACKING. DEVIATION IS NOT ALLOWED WITHOUT THE EXPRESS APPROVAL OF TANGO ENGINEERING ROOF LAP WELDS WPS T ·2F-JET-1 \ ~--lo----- SHELL VERTICAL WELDS WPS T -ALL-5P-1 OR T-WIRE-1 (FOR SHELL THICKNESS S 112") THREADOLET TYPICAL VERTICAL WIDE FLANGE WELDOLET WELDING PROC EDURE SPECIFICAT ION WEIGHT T-ALL-G-1 SHELL HORIZONTAL WELDS • : _// (FOR SHELL WPS T-ALL-5P-1 OR 1----~'------'V-----."-T-----1\THI CKNESS > 112") T-WIRE-1 OR T-ALJT0-1 \r--..... EXTRA STRONG WEIGHT AT GREATER THAN GREATER THAN OR EQUAL TO LESS THAN LESS THAN OR EQUAL TO NUMBER OR POUND (FOR S HELL ~ THICKNESS S 112") WINDGIRDER WELDS "~ WPS T -2F-JET-1 T-ALL-G-1 OR \ OR T-2F-J ET-5P-1 T·AUT 0-1 ~ OR T-AUT0-2F-1 (FOR SHELL THICKNESS> 112") ~· FLOATING ROOF WELDS L---7 NON-DESTRUCTIVE EXAMINATION (NOE) ABBREVIATIONS (VERTICAL) --1 ' I }--..__ ___ ~---~ WPS T-ALL-5P -1 y I/\ ( AT BHN DIM DT HYDRO MT PT RT UT VB VT WFMT WMT AIR PRESSURE TEST BRINELL HARDNESS TESTING DIMENSIONAL CHECK DIESEL OR PENETRATING OIL LEAK TEST HYDROSTATIC PRESSURE TEST MAGNETIC PARTICLE INSPECTION (D RY) LIQUID DYE PENETRATE EXA M INATI ON RADIOGRAPHIC EXAMINAT ION (X-RAY) ULTRASONIC EXAMINATION VAC UUM BOX INSPECTION VISUAL EXAMINATION MAGNETIC PARTICLE INSPECTION (WET FLUORESCENT) MAGNETIC PARTICLE INSPECT ION (WET) SHELL TO BOTTOM ~ ""' 1 n /NOZZLES & CORNER WELD ./I/ j /\ \ Rf MANWAYS WELDS WPS T-ALL-G-1 ~ ~-====-==i'====t===!:=======1J:=i '!::::::::o:::b. WPS T-ALL-G-1 OR T-AUT0-2F-1 j ~ \ T -2F-JET-1 S 112" FLOOR LAP WELDS ANNULAR PLATE FLOATING ROOF WELDS WPS T-2F-JET-1 BUTT WELDS (FLAT DOWN) OR T-2F-JET-5P -1 WPS T-ALL-G-1 WPS T-2F-JET-1 OR T-AUT0-2F-1 GENERAL NOTES 1 . 2 . 3 . ALL SHELL NOZZLES AND MANWAY BOLT HOLES TO STRADDLE THE VERTICAL CENTERLINE UNLESS OTHERWISE NOTED. ALL ROOF NOZZLES AND MANWAY BOLT HOLES TO STRADDLE THE RADIAL CENTERLINE UNLESS OTHERWISE NOTED. ALL FIELD NOE WILL BE DOCUMENTED PER THE APPROVED INSPECTION TEST PLAN JOB SPECIFIC NOTES 1. 2 . 3. -mNCO ENGINEERING, INC. 1400 TAURU S COURT. LOVELAND . CO 805 37 {970) 7764200 TITLE GENERAL INFORMATION SHEET REV ISSUE AND/OR REVISION DESCRIPTION BY DATE CK DRAWIN G STAT US A ND/OR ALERTS T ANCO has pro111ded this document to communicate d esign. fabrication and conalJUction inlormauon lo our client lor the poo1ect for winch TANCO has been conlracted. By accepUng this dowmeol, the reciptent promises and agree s that this document shall not be reproduced, copied or distributed directly or indirec:tly lo other orgamzalions with ou t written consent from TANCO. T his document sheU not be used for an y other purpose other lhlln lllal for which It was furni sh ed. CUSTOM ER LOCATI ON BERRY PETROLE UM PARACHUTE, CO APPROVED FOR CONSTRUCTION 0 ISSUED FOR APPROVAL A PMc 12/4/13 ZK BML 12116113 ZK TANK# !TA NK INFO 141'0 x 50' CUSTOMER P 0 # I K t:.V A [)'Ml BYI DAlE ICK BY I DAl E I UW{j # PMc 11 2 /4/13 ZK n 2/4/13 I SCALE 11 ANCO t''<UJt:.l.O 1 # 1/1 6-673 673-1 ~· i,;i : - - LEAK DETECTION SEE DWG 673-2A 72" 4 i-----70'-6" RAD ., . c . ( . 4 . · . ., . 4. c 4 ... ~~' #5 BARS ON 18" CENTERS~ c :> 4 <t ·4 c ~ ~ .4 - c <I'~ A-..i ""' <r :>. · ""--(22) #9 BARS ~<I' . ( ~18"~ REV ISSUE AND/OR REVISION DESCRIPTION BY DATE CK DRAWING STATUS AND/OR ALERTS o ISSUED FOR APPROVAL PMc 12/4113 ZK A APPROVED FOR CONSTRUCTION BML 12/18113 ZK NOTE: SEE DWG 673-2A FOR PLAN VIEW OF RINGWALL TANCO has pro111ded lh1s document to communicale design, fabrication and conslructran 1nlorme~on lo our dienl for the pro1ecl for which TANCO has been cooltlicted. By eccepUng this document lhe recipient promises and agrees lhet lhis doaimenl shell nol be reprcduced, copie<I or dislnbuled directly or indirectly lo olher organizations without wrttten consent from T ANCO. Tn1s doaimenl shall not be used for any other purpose other lhan that for which tt was furnished laNCO ENGINEERING, INC. 1400 TAURUS COURT. LOVELAND CO 80537 (970) 776-4200 TITLE FOUNDATION RINGWALL ELEVATION CUSTOMER LOCATION BERRY PETROLEUM PARACHUTE, CO TANK# ITANK INFO 141'0 x 50' CUSTOMER P 0 # A 0\<',111BYl!JATE ICKBY !DATE TIW"" PMc r 2/4/13 ZK p 2/4/13 l:SLAU: ITANc,u PROJ~CT # 1/12 6-673 I"" 673-2 B i------------------------139'-6"1D -------------------------i i-------------------------142'-6"0D-------------------------i REV ISSUE AND/OR REVISION DESCRIPTION BY DATE CK DRAWING STATUS AND/OR A L ERTS o ISSUED FOR APPROVAL PMc 12/4/13 ZK A APPROVED FOR CONSTRUCTION BML 12/16113 ZK FLUSH CLEANOUT SEE NOTCH DETAIL NOTE: CUSTOMER TO PROVIDE TRUE LOCATION OF FLUSH CLEANOUT 179 112·-l ] I J I I f 81/4" f ~ ~,·::;~ _J t-----162 318" _JJ--#'_:1_-.--_ -_ -_1_6_2 31_e_·~:_-_--r-1~l.....,..+F1 s115· 12. j ~=I ~~-1-31·_:-v 2" PVC PIPE FCf1 NOTCH DETAIL -· SCALE:X2 2" -3000# FULL CPLNG 2 REC'D 2" PVC PIP E 2" -3000# FULL CPL NG 2 REQ'D 2" PVC P IPE VI EW A-A TYP4 PLACES NTS i---64'-9" ---i VIEWB-B TYP4PLACES NTS -uwco ENGINEERING, INC. TANCO has provided lllis document to commurucate de!ligl'I. febncatlDl"I &!'Id construction 1nformabon lo our ct1enl for lhe proJect for whlcll TANCO hlls been conlrected By eccep ~ng this document, lhe recipient promises and agrees Iha! 1h1s doaJmenl Shall nol be re produced. copied or d1slrlbuled direcUy or indirectly to other organizations Wllhoul wr11ten consent from TANCO Th is document shall not be used for any olher purpose olher lhan lhel for which It was furnished 1400 TAURUS COURT LOVELAND CO 80537 970 776-4200 TITLE FOUNDATION RINGWALL PLAN VIEW CUSTOMER LOCATION BERRY PE TROLEUM PARACHUTE, CO TANK# CUSTOMER P 0 # 673-2A A REV ISSUE AND/OR REVISION DESCRIPTION o ISSUED FOR APPROVAL A APPROVED FOR CONSTRUCTION TANGO ENGINEERING LOVELAND, CO FAB & ERECT NO. T-673 SRS 6 API 650 12th EDITION, 3/2013 . 130,710 B~L WORKING CAP. 141'-0" DI~ 50'-0" TAL:L ERECTEO 2014 DESIGN LIQUID LEVEL 47'-0" BY DATE CK Pt.le 12111113 ZK BML 12116/13 ZK GRAVITY PRESSURE TEMPERATURE SHELL TANK DRAWING STATUS AND/OR ALERTS 1.0 ATMOS. MAX. 120°F MIN. 0°F A36 MOD TANCO ha9 pro111ded lhos document to communicate design. fabrication and constnldion inlormation to our doent for the proJed forwhlCh TANCO has been contracled. By eccapting lh ~ document. lhe n1dpient promises an d agrees that lhos doaJmenl shall nol be reproduced. copied or distributed dlredly or indired!y 10 other orga niza Li o~s without written consenl from T ANCO Thi s doaJmenl shall nol be used l'or any other pwpose olher lhlln \hel for which It WllS furni shed TAN CO ENGINEERING, INC. 1400 TAURUS COURT LOVELAND CO 80537 (970) 7764200 TITLE NAMEPLATE CUSTOO ER LOCATI ON BERRY PETROLEUM PARACHUTE.CO TANK# I TANK INFO 141'0 x 50' CUSTOMER P 0 # l""v A DVYN BYI OATE .ICK BY 1.DATE I U > "~" PMc 112/11 /131 ZK ~2/1 1 /13 I '>l..ALI:: I TAN\..V '"'"uJ~L T # 1/1 6-673 673-3 _A_t-'~1"<11:'.IV'\N .r-Ll-.1 1At F ~· APPURT# QTY SIZE DESCRIPTION ORIENl ELEV PROJ D'NG 8. A 1 4" VENT GAS 6" 14A E 30" SHELL MANWAY DING 36" 5" 12 1 B B 2 A c 2 24" SHELL MANWAY DING 30" 5" 13 I /~ F D 1 8" WATER FILL LINE o· 46' B" 14A -s· 46" 7• E 1 4" VCU LIQUIDS 14A N I 35• 45• F 2 3• TANKHEATER 45• 24" 7" 14 12" G 1 48" FLUSH CLEANOUT 90" 5" 10 I 12" H 1 4" OIL SKIMMER 135° 36" 7• 14 315° I 1 4• DRAIN LINE 172° 8" 7" 14 I J 1 6" WATER DISCHARGE 180" 12" B" 14 I / F K 1 3" SUMP PUMP LINE 186.5° 8" 7" 16 c I I L 1 6" GAUGE HATCH 180" 12" 15 '\. M1 1 1" INSTRUMENTATION 160" 49' 6" 14A ~ I 1/ M2 1 1" INSTRUMENTATION 165° 49' 6" 14A M3 1 1" INSTRUMENTATION 190" a· 6" 14A M4 1 1" INSTRUMENTATION 195" 8" 6" 14A '\. // MS. 1 1" INSTRUMENTATION 200• 8" 6" 14A ~ M6 1 1" INSTRUMENTATION 205° 8" 6" 14A I I 1/ M7 1 1" INSTRUMENTATION 210· a· 6" 14A -· SPIRAL STAIRWAY & PLATFORM 180° -I N~ 1 11 '\. // / ~' / . I/ / -, ""' ~ 270° -------~ 90° ~1~, ~ / ~idr\~~, / NOTES: 1. CUSTOMER TO CONFIRM ORIENTATION. / 2. 1 • = APPROX. 14 314" ~····~:.~·~· ,· ;: I / I ~·~· ...... ~~~ _n L ~· ~:' ~,.,.:. 0-001t"·•..,..,. ;,1 \j : .., .-:::.~tc-UQ ~ .. ~~ :;--~~' '@.. ~?t'v.. i<,~ / ~L~;~· ~ tfo ~· · ~~,,~ ". \:. " §[~ ~-- B 235°~ .:~~ I I I I \ "-~ >~J}f,,,/ ;/ 6/t 7 ~" . \ H ... · '{ -~fl{'("~...... . ~· ~ ····)·:-~--. --~. -. ""' . START 1st TREAD HERE 135° .. 221.95" \ I u1\ I I \ 145" c N '-..!. ./ 210· I 1 lJWCO 20s• I 200· 160° ENGINEERING, INC. M7 195" _/, IN.. 165" M1 1400 TAURUS COURT. LOVELAND. CO 80537 (970) 776-4200 190° M6 186.5° --."'0· TITLE ORIENTATION 160° I M2 M5 M4 M3 K J REV ISSUE AND/OR REVISION DESCRIPTION BY DATE CK DRAWING STATUS AND/OR ALERTS T ANCO has provided 1h1s document le commurucale CUSTOMER l OCATION destgn, fabrication and construction information lo our BERRY PETROLEUM PARACHUTE. CO 0 ISSUED FOR APPROVAL PMc 12112/13 ZK dienl for lhe project ror which T ANCO has been TANKll ITANK IN FO CUSTOMER P 0 # A APPROVED FOR CONSTRUCTION 8Ml 12118113 ZK conlnlc:led By ac;cep~ng this document. lhe lllcipienl 141'0 x 50' promises and eg111es that lhis dOCJmenl shall nol be [MN BYI DATE ilCK BY ~DATE IUW::. # ''":v niproduc:ed, ccpied or d1stribuled dinldly or lndiniclly PMc 12/12/13 ZK 2/12/13 673-4 la other organ1zalions witnoul written consenl from I ::><.AU< I T ANCO PROJECT II A TANCO. This dQcumenl shall not be used for any other 1/208 6-673 purpose other than lhel for which rt was furnisned. 1 1/2" LAP -TYP L __ ...,.. __ -..,.._7'-_1_1i_,~·;i· 5'~·------; ~:i B A Er.~/ 43·-~· T-2F-JET-n:/ 318V ,~L~ M I J ~J.3•.11i• A" I I N ~J,'.-Ojt / 0 1 I I p '\}· 1f /a M 1 1 1 R V~a. /s I :· I I I T \)'~. !u V I I I I W\~~· i A· z AA X V I I I I I I I I YAA/ v z x \w I . ' I I v J ~~..L-T--,-----,---'-~,.-.:,_----,--........ ~T"""-----,--........ -,-----,:-----"---.-S-~._, ~ ....... --~~~-----.... ~-------------'--""T"~~~~-~-........ -~~-----r-~~~~ \ R I I I M Q/ '\ p I I I 0/ ~N I I M // ~ J I // 1-------------------------141'-7"12l-------------------------i REV ISSUE AND/OR REVISION DESCRIPTION BY DATE CK D RAWING STAT US AND/OR ALERT S o J~~UED FOR APPROVAL PMc 12"6113 ZK A APPROVED FOR CONSTRUCTION BML 12118/13 ZK I ' TANCO has provtded this documenl lo commurm:ate design, Jabricabon and construction 1nrormabon to our client for lhe project for which T ANCO has been conlracted. By accepbng this document. the IM:lpienl promises and agrees that tin doaiment shall not be reproduc:ed, copied or distributed directly or indirectly 10 other orga nizati ons without wntten consent frnm T ANCO. Thi s doo.Jment shall not be used lor any other purpose other than that for wh1Ch It was fum1 sned . ' .. l'ANCO ENGINEERING, INC. 1400 TAURUS COURT LOVELAND . CO 80537 (970) 776-4200 T ITLE 141'-7"0 BOTIOM PLATE LAYOUT CUSTOMER BERRY PETROLEUM LOCATION PARACHUTE, CO TANK# I TANK INFO 141 '0 x 50 ' CUSTOMER P 0 # DWll BYl_DATE ICK BY I.DA TE I UVVG # PMc fl 2/6/1 3 Z K p 2/6/13 """""~!: I TANCO PROJE CT# 1/208 6-673 673-5 A 2 REO'O 2 REO'O 50 REQ'O I 16 10·-sJ.· I 17'-ott I .. b, I x I x Is/ ~ 9'-~" 16 ~ ~ ~3'-si" I J I 1 I I 28' ' I M I M I ~15'~ I FULL ~HEET [I 1'----------'1 lt------30' ____ _, - -- 1 REC'D I g·~· -16 r- .,b, I y ~ y ~ 10·-~· ~ 2 REQ'O ~10'~ v REV ISSUE AND/OR REVISION DESCRIPTION o ISSUED FOR APPROVAL A APPROVED FOR CONSTRUCTION -17'-atf r- Is/ ~ ~a·-si· BY DATE CK PMc 12/6113 ZK BML 12/16113 ZK BILL OF MATERIALS PART MK QTY DESCRIPTION SPEC BOT 3/8" BOITOM PLATE SKETCHES A36 A 2 3/8" SKETCH PLATE A36 B 2 3/8" SKETCH PLATE A36 c 2 318" SKETCH PLATE A36 D 2 3/8" SKETCH PLATE A36 E 2 3/8" SKETCH PLATE A36 F 2 3/8" SKETCH PLATE A36 G 2 318" SKETCH PLATE A36 H 2 3/8" SKETCH PLATE A36 I 50 3/8" X 96" X 360" FULL PLATE A36 J 2 3/8" SKETCH PLATE A36 K 2 3/8" SKETCH PLATE A36 L 2 3/8" SKETCH PLATE A36 M 4 3/8" SKETCH PLATE A36 N 2 3/8" SKETCH PLATE A36 0 2 3/8" SKETCH PLATE A36 p 2 3/8" SKETCH PLATE-A36 Q 2 318" SKETCH PLAT!(. A36 R 2 3/8" SKETCH PLATE-A36 s 2 3/8" SKETCH PLATE A36 T 2 3/8" SKETCH PLATE A36 u 2 3/8" SKETCH PLATE . A36 v 4 3/8" SKETCH PLATE A36 w 2 3/8" SKETCH PLATE _ A36 x 2 3/8" SKETCH PLATE A36 y 2 3/8" SKETCH PLATE A36 z 2 3/8" SKETCH PLATE A36 AA 2 3/8" SKETCH PLATE A36 11s·-~ .. 1 i-t4'-2f .,b ,c=,z IAA l I ~ 7'-1ra· !--r--.+4'-8" DRAWING STATUS AND/OR ALERTS TANCO has provided lh1s document to communicate desllln. faoocatoon and conslruc!Jon infonnation lo our d 1enl for lhe project for which T ANCO hi!s been con tracted . By accep bog lh1s document, lhe recipient promises and agrees lhal lhis doaJmenl shall not be raproduced, copied or distnbutad directly or indirectly lo other organizations withoul written CDnsenl from TANCO. This document sheD rool be used for eny other purpose other lhan that ror which tt was furnished WT (lbs) 246121 1915 1807 1480 1088 1807 1480 1088 2446 183750 6860 2446 2826 7305 2826 2736 2736 2214 2214 1340 1340 816 4900 816 2468 2468 1842 1107 SHOP FABRICATION IDENTIFICATION FAB ID/DATE INSP ID/DATE I l 12·-i·1 I 7'-g· I s·-~oJt ~ 8 \ 8 I Re~·o f ~ _ . .... .. I I 5·.1oA· r---t--16 NDE lDNCO ENGINEERING, INC. 1400 TAURUS COURT. LOVELAND. CO 80537 l97Q) 776-4200 TITLE 141 '-7"0 BOTTOM PLATE SKETCHES LOCATION PARACHUTE, CO CUSTOMER BERRY PETROLEUM CUSTOMER P 0 # TANK# IT ANK INFO 141'0 x 50' C>V'oM BY DATE iCK BY I DATE em u # PM c 12/6/13 I ZK p 2/6113 ;>V\LE I T ANCO PRUJECT # 1/192 6-673 673-SA "';v A -,-- 80112" CHORD -TYP -+---' REV ISSUE AND/OR REVISION DESCRIPTION o ISSUED FOR APPROVAL A APPROVED FOR CONSTRUCTION \ I SEE DETAIL "A" BY DATE CK DRAWING STATUS AND/OR ALERTS PMc 12111/13 ZK BML 12/16/13 ZK T ANCO has provided this document lo communicate de111gn, rabncabon end construction informaUon lo our client for the projecl ror which TANCO lias been conlracted By accepbng l!11s document. l!le recipient promisas and agrees that this dOQJmenl shall not be rePflJ(I~. copied or d1Sbibuted directly or indirectly lo other organizations without wntten consenl from TANCO This document shaU nol be used for eny other purpose olller llian that for which It W11S furnished ITEM# A B c D E F1 F2 G1 G2 DETAIL "A" NTS QTY DESCRIPTION DWG 1 CENTER COLUMN BA 6 OUTER COLUMN 68 6 W18 X 86 BEAM GIRDER 7 48 W10 X 15 BEAM RAFTER X 41' 7 66 W10 X 15 BEAM RAFTER X 34' 7 24 114" X 2" X 4'-6" LATERAL BRACE 24 1/4" X 2" X 8'-6" LATERAL BRACE 33 114" X 2" X 8'-10" LATERAL BRACE 33 1/4" X 2" X 11'-1" LATERAL BRACE 114 T-ALL·SP-1 114 VT RAFTER -awco ENGIN EERING, INC. 1400 TAURUS COURT LOVELAND CO 80537 970 776-4200 TITLE COLUMN AND RAFTER ORIENTATION CUSTOMER LOCATION BERRY PETROLEUM PARACHUTE, CO TANK# TANK INFO CUSTOMER P 0 # 141'0 x 50' DWu# A 673-6 T ANCO PROJECT # 6-673 1/200 SECTION A-A 13311/16''1 .. J=C: l . _l DETAIL ITEM "C" ~-------~_[3" -----35 3/4" ----il1 DETAIL ITEM "D" -r 18" ! l-20 5/8" ~-- DETAIL ITEM "J" 1"0 HOLE 11 7/B"QJ DETAIL ITEM "F" REV ISSUE AND/OR REVISION DESCRIPTION o ISSUED FOR APPROVAL A APPROVED FOR CONSTRUCTION T-ALL-G-1 VT T-ALL-G-1 VT PART CCLM T-ALL-G-1 VT 1/4" MK A B c D E F G H J K QTY 1 6 6 4 6 BILL OF MATERIALS DESCRIPTION SPEC WT (lbs) IDENTIFICATION CENTER COLUMN 4241 1/4" X 83 112"0 TOP DOLLAR PLATE A36 388 CSX 8.2# CHANNEL X 22'-0" A36 180 3/8" PLATE -TOP GUSSET A36 258 3/8" PLATE· FLANGE A36 68 12" STD WT PIPE X 53'-3 5/16" A53 2643 1/2" X 11 7/8"0 COMPRESSION PLATE A36 16 1/4" X 54"0 BOTTOM DOLLAR PLATE A36 162 2" X 2" X 1/4" ANGLE X 6" ·COLUMN GUIDE A36 7 3/8" PLATE· BOTTOM GUSSET A36 118 1/2" X 60"0 BOTTOM COLUMN PLATE A36 401 1"0HOLEIN 0 1/4" 1 B" A 24" ..__.;.;..;..~-t T-ALL-G-1 VT 1Q....---t T-ALL-G-1 VT ----~ 12 3/4"0 (12" STD WT PIPE) 2" X 2" ROUNDED MOUSE HOLE 53'-4 5/16" 112" -BOTIOM COLUMN PLATE 2" SHOP FABRICATION FAB ID/DATE INSP ID/DATE NOE .- -------~54"0---------l i----------60'0 -------~-l TAN CO ENGINEERING, INC. 1400 TAURUS COURT. LOVELAND. CO 80537 970 776-4200 TITLE CENTER COLUMN BY DATE CK DRAWING STATUS AND/OR ALERTS TANCO hes provided this documenl 10 communic.ale de51gn, lebnceUon end ccnslrucllon mfonna~oo lo our dienl for lhe project for which TANCO has been contracted. By accepting this document, Ille recipient promises and agrees thel this doaJrnenl shell nol be reproduced. copied or distributed directly or md1reclly lo other organ1zat1ans Without written consenl from TANCO. This docurnen1 shaU not be used for an y other purpose other than lhal for which~ was furnished CUSTOM!:R LOCATION BERRY PETROLEUM PARACHUTE, CO PMc 12111113 ZK BML 12116/13 ZK TANK# CUSTOMER P O# 2111/13 673-6A A BILL OF MATERIALS SHOP FABRICATION PART MK QTY DESCRIPTION SPEC WT (lbs} IDENTIFICATION FAB ID/DATE INSP ID/DATE NDE OCLM 6 OUTER COLUMN 16052 A 6 10" STD WT PIPE X 49'-1 5/8" A53 11946 B 6 1/4" X 54"0 BOTTOM DOLLAR PLATE A36 974 c 6 5/8" X 16"0 TOP DOLLAR PLATE A36 214 D 24 2" X 2" X 1/4" ANGLE -COLUMN GUIDE A36 40 E 6 1/2" X 60"0 BOTTOM COLUMN PLATE -SEE NOTE A36 2405 F 24 3/8" PLATE-BOTTOM GUSSET A36 473 1"0VENTHOLE \\ 1B"O ~ ~ /;' - , / 1"0HOLE 1----16"0 __ _,/ 0--~ I /\ ~ I I \ I ' / ........ __ I v I l s18" / --! T-ALL-G-1 !/ u VT T-ALL-G-1 VT 31BV ~ c VIEW A-A r 49'-3" 18" 1-----+-10 3/4"0 (12" STD WT PIPE) T-ALL-G-1 VT (BOTTOM ONLY) 3/8" 1 31BV F COLUMN GUSSET 1/2" X 45• CHAMFER /i-----20 5/8".-l T-ALL-SP-1 VT T-ALL-G-1 VT D 114V 1/2" -BOTTOM COLUMN PLATE J REV ISSUE AND/OR REVISION DESCRIPTION o ISSUED FOR APPROVAL A APPROVED FOR CONSTRUCTION -3/BV -/ - 1 114· A ,......, 2" T I --2· 2" X 2" ROUNDED MOUSE HOLE B ;© -( L_____, ,>CJ"" ••• , ,, , T-2F-JET-1 / 114V VB '/ 1-------------54"121 -------------i 1---------------60"0 ---------------i BY DATE CK PM<: 12/11113 ZK BML 12116113 ZK DRAWING STATUS AND/OR ALERTS TANGO hes provided 1!11s document lo communicate deS1gn. rebnc.ation end construction informa~on lo our cl1enl for the projea fDrwhich TANGO has been conlracted By accepting !his document. !he recipient promises end agrees !hat lhls dorumenl shall nol be re produced. copied or d1slJibuted directly or lndirecUy to other organizations wilhout written consent from TANCO This document sheH not be used for any other purpose other than that rorwtucll It was furnished. 91AN CO ENGINEERING, INC. 1400 TAURUS COURT LOVELAND. CO 80537 1970' 776-4200 TIT~E OUTER COLUMN 6 REQ'D CUSTOMER BERRY PETROLEUM LOC ATION PARACHUTE. CO TANK# 'TANK INFO 141'0 x 50' CUSTO MER P 0 # O'M-1 BY DA 1 E JCK BY J DATE uv...; It PMc 12/11/131 ZK n2/11/13 SCALE T /\NCO PROJEu T It 1/12 6-673 673-68 A 1/2"-,_ c i <»--t __ T-ALL-5P-1 5/16 V VT A 3 /4 "1 --""-:-,-,,....,.....,..-( T-ALL-SP-1 ::i/16 V VT 1"0 X 2 1/2" LG SLOT-TYP DETAIL ITEM "G" 3/8" PLATE 12· ROOF SLOPE T-ALL-SP-1 VT I REV ISSUE ANO/OR REVISION DESCRIPTION o ISSUED FOR APPR OVAL A APPROVED FOR CONSTRUCTION BY DATE CK PMc 12/11/13 ZK BML 12115113 ZK PART MK RFT A B c D E F G H J T-ALL-G -1 VT BILL OF MAT ERIALS QTY DESCRIPTION RAFTERS DETAILS 66 W10 X 15# W BEAM -OUTER RAFTER X 34' 48 W10 X 15# W BEAM -INN ER RAFTER X 41 ' 66 3" X 3" X 3/8" ANGLE • RAFTER REST X 6 " 6 OUTER COLUMN 1 CENTER COLUMN 6 W18 X 86# W BEAM -PERLIN X 43'-5 1/4" 60 3/8" X 7" X 8" PLATE-RAFTER CLIP 132 718" X 2 " HEAVY HEX BOLT 132 7/8" HEAVY HEX NUT B f 1 "Ql HOLE -TYP 3 11/16"-- r 3 1/2" \ : : ( 3 112· _J I 31/2"+- DETAIL ITEM "A " TYP ALL OUTER RAFTERS SPEC A992 A992 A36 A53 A992 A36M A 325 A563 DRAWING STATUS AND/OR ALERTS TANC O has provided lhis documen t 10 commu111cate design. fablicalion and construction infonnation I<> our client for lhe proiect 10< which TANCO l\as been contracted. By accepUng lhis document, the recipient promises and agrees tha t lhis document shell not be reproduced, copied or d1slnbu ted directly or indirectly to other organizations without written e<>nsent from T ANCO . Tn1s doaJment shall not be used for any other purpose other than lhet for which ~ was fum1 shed. SHOP FABRICATION wr (lbs) IDENTIFICATION FAB ID/DATE INSP ID/DATE NOE 106596 33660 29520 238 16 052 4241 22414 360 76 35 -mNCO ENGINEERING, INC. 1400 TAURUS COURT. LOVELAND. CO 80537 l970l 776-4200 TITLE RAFTERS CUSTOMER LOCATION BERRY PETRO:..EUM PARACHUTE. CO CUSTOME R P 0 # TANK# I TANK INFO 141'0 x 50' A 11.lY'/NBY DAl E ICKBY IDATE. ,..,,,,_,., PMc 12/11/1 31 ZK 02111 /13 I SCALE T ANC O l'KUJt:<.; # 1/12 6 -673 673-7 I Kt:V PERU7\ / 120· '\..)\_ BILL OF MATERIALS SHOP FABRICATION PART MK QTY DESCRIPTION SPEC Wf(lbs) IDENTIFICATION FAB ID/DATE lNSP ID/DATE CHAIR RAFTER CHAIRS 739 ~ 1/4 A 12 3/8" X 6" X (SEE TABLE) PLATE -RAFTER CHAIR A36 52 B 12 3/8" X 6" X (SEE TABLE) PLATE -RAFTER CHAIR A36 62 11 r T-ALL-G-1 OR T-WIRE-1 c 12 3/8" X 6" X (SEE TABLE) PLATE -RAFTER CHAIR A36 71 11 ~~114V CJ t VT D 12 3/8" X 6" X (SEE TABLE) PLATE -RAFTER CHAIR A36 84 11 12" E 12 3/8" X 6" X (SEE TABLE) PLATE -RAFTER CHAIR A36 89 11 i F 12 3/8" X 6" X (SEE TABLE) PLATE -RAFTER CHAIR A36 93 11 I ~18"~ G 12 3/8" X 6" X (SEE TABLE) PLATE -RAFTER CHAIR A36 98 TIE PLATE J H 12 3/8" X 6" X (SEE TABLE) PLATE -RAFTER CHAIR A36 98 (TYP BOTH SIDES) I 6 3/8" X 6" X (SEE TABLE) PLATE -RAFTER CHAIR A36 49 TIE PLATE DETAIL 0 J 6 1/4" X 12" X 18" TIE PLATE A36 92 VIEW A-A 6 REQ'D TYP6 PLACES T-ALL-G-1 OR -T-WIRE-1 --6"TYP-UNO -HIGH SIDE OF CHAIRS 1/4 V VT OUTER <~10 \ ~ ;0 L? r r TYP /'~/JD !@;a ;0 COLUMN~lf f ===f;vfl=========~-===={jf ==~=1=======Gf----=====tif =Ea=~;:j==0:.~==1 ~u: ·272~·-I-L_ . I . I I ,--1 . I 2-61/4 26.25 21.820--f--18.750-..l 16.360~ 11.350/--1' 3_75·~ - >------3'--4 1/4" r--5.450 i-- 6'-9 3/4" ------------J t----------------9'-0 15/16" ---------------! t-------------------10'-9 7/16" ------------------! 14'-5 7/16" ·-18'-1 15116" -- 19'-3 5116" 21'-8 5/8" LOW SIDE OF CHAIRS MK y A 1" 8 1 1/4" c 2 5116" D 2 15/16" E 3 5/16" F 3 15/16" z QTY 1 318" 12 1 5/8" 12 2 11116" 12 3 5116" 12 3 11/16" 12 4 5/16" 12 3/8"-1- NDE G 4 316" 4 3/4" 12 VIEWX-X -mNCO ENGINEERING, INC. H I REV ISSUE AND/OR REVISION DESCRIPTION BY DATE CK o ISSUED FOR APPROVAL PMc 12111113 ZK A APPROVED FOR CONSTRUCTION BML 12116113 ZK 4 3/8" 4 3/4" 12 41/2" 4 7/8" 6 DRAWING STATUS AND/OR ALERTS TYP FOR ALL CHAIRS NTS T ANCO hes prol.'lded 1t11s doc:umenl to cornrnunicele design, fabricaUon end conslrucllon mformaUon lo our c:henl for the project for which TANCO hes been conlracted. By eccep~ng this documanl. the recipient prorn1ses end egroBS lhal lhi• dOQJmenl shall nol be reproduced. cc pied or d1slributed directly or indirectly lo olher organizations wilhoul wrttten consent frorn TANCO. This dl>QJrnent shell nol be used for any oilier pul!)Ose other lhan lhel for which i1 W>IS furnished. 1400 TAURUS COURT. LOVELAND. CO 80537 (970) 776-4200 TITLE PERLIN I RAFTER ATTACHMENT CHAIRS LOCATION PARACHUTE, CO CUSTOMER BERRY PETROLEUM TANK# !TANK INFO 141'0 x 50' CUSTOMER P 0 # OWN BY DA TE ICK BY I DATE DWu # PMc 12/11/131 ZK ~2/11/13 SCALE IT A NCO PROJEC # 1/20 6-673 673-?A Kl:V A A -101 101 10] 50'-0" G\~ _\_r2112· 1191112" - -5115· I f 1191/2" 119' 1/2" 11911/2" I 1191/2" -i-3/8" --112· --518" --314" ........._ __ ...... •......_ __ -~r 3/8" T-ALL-G-1 OT V IEW A-A @ I @ 0 I 0 © I 0 -3/8 v - / WELD DET.AJL 5 SEE DWG 673-8A I /0 I y 0 I ¥ © ·I @ 0 0 -l 126" l-472"UNO--l © I © i. © I 0 /01 © I © ~ -@ ....._ I BILL OF MATERIALS SHOP FABRICATION PART MK QTY DESCRIPTION SPEC Wf(lbs) IDENTIFICATION FAB ID/DATE INSP ID/DATE NDE SHL SHELL PLATE LAYOUT 464530 A 1 314" x 11 9 112" x 389" plate A36M 9886 8 1 314" X 119 112" X 149" PLATE (FCO) A36M 3336 c 10 3/4 " x 119 112" x 478" A36M 121481 D 1 5/8" X 119 112" X 126" PLATE A36M 2669 E 11 5/8" X 119 1/2" X 472" PLATE A36M 109960 F 1 1/2" X 119 112" X 126" PLATE A36M 2135 G 11 1/2" X 119 1/2" X 472" PLAT E A36M 87968 H 1 3/8" X 119 1/2" X 126" PLAT E A36M 1601 I 11 3/8" X 119 1/2" X 472" PLATE A36M 65976 J 1 5/16" X 119 112" X 126" PLATE A36M 1334 K 11 5/16" X 119 112" X 472" PLATE A36M 54980 L 445' 3" X 3" X 3/8" TOP ANGLE A36 3204 V'JELD DETAIL 7 EE DWG 673-8A , - WELD DETAIL 6 WELDOETAIL2 '\ /SEE OWG 673-SA SEE DWG 673-8A - /@ I @ I @ I @\\ @ I @ I @ 63"-i f- ¥ 0 I 0 I 0 I 0~~1 0 I 0 I 0 I 0 I 0 I 0 I 0 -0 I ~0 I © 53·-i r- I © I © I © I © ~I © I!© I © I © I © I © I © f_ © I /© I © 101·0 -I A r-359·-l 149• 1--478"UNo--J j -\ 1t--------------------------+-------~---------443'-2" CIRC UMFEREN CE -----------------·--------1--------~---------11 WELD DETAIL 3 I \~~;';~ (1 41'-0-10) .~~;1;"1.'a;., I I ·;~jffela~{: . SEE DWG 673-8A WELD DETAIL 1 ;;"~.~ ~ ''77 ''.1:.1:.--__ _ SEE DWG 673-SA ~~~~~ REV ISSUE AND/OR REVISION DESCRIPTION o ISSUED FOR APPROVAL A APPROVED FOR CONSTRUCTION BY DATE CK DRAWING STATUS AND/OR A L ERTS PMc 12 14/13 Z K BM L 12/16/13 Z K TANCO has provided this documen t to communicale design. lablicsUon and conslrudion inlormaUon lo our cbenl lor the project lor whidl TANCO has been conlraded By accepbng this documenl. Ille reelp1e nt promises and agrees that th is dOOJment shall nol be niproduced. capied or doslnboted directly or indirectly la alher organizations w 1thou1 written co nsent lrom TANCO . Thi s d0C1Jment shell not be used for any other purpose other than that ror which II was fu rn ished '",. k~" .• • laNCO ENGINEERIN G , INC. 1400 TAURUS COURT. LOVE LAND . CO 80537 (970) 776-4200 TITLE SHELL PLATE LAYOUT CUSTOMER LOCATION BERRY PETROLEUM PARACHUTE. CO TANK # 'TANK INFO 141 '0 x 50' CUSTOMER P 0 . # 673-8 I'-'..,.. B Y DAT E ICK BY LDA 11: 1.mu # PMc 12/4/13 ZK p 2/4/1 3 l ~LI: I TANCO PR OJ t:v 1 # 1/352 6-673 1'C:V A T-ALL-G-1 \ _QJ \7 RT u I I I -t )l /32" GAP 'mj/ ~~ INSIDE WELD DETAIL4 VERTICAL WELD -RING 2 -r"r-v INSIDE WELD DETAIL 1 HORIZONTAL WELD RING 1-2 RING 2-3 RING 3-4 T-ALL-G-1 RT : ~ - Oi .LJ, I ,-l I Jt JNSIDE T-AUT~+ >-++-l I f .;..;-~ 5/32" \"! '<. )l 1/8" GAP ill WELD DETAIL 2 HORIZONTAL WELD RING 4-5 1 13/7 ~~ INSIDE - WELD DETAIL 5 VERTICAL WELD -RING 3 T -ALL-G-1 \ \J j RT .LJ, T-ALL-G-1 RT ~~·7 -t \(r--------1t '114· J j II -If-5/32" GAP INSIDE WELD DETAIL 3 VERTICAL WELD -RING 1 ·- ' WELD DETAIL 6 VERTICAL WELD -RING 4 WELD DETAIL 7 VERTICAL WELD -RING 5 1JWCO ENGINEERING, INC. 1400 TAURUS COURT LOVELAND. CO 80537 (970) 776-4200 TITLE SHELL PLATE WELD DETAILS REV ISSUE AND/OR REVISION DESCRIPTION BY DATE CK DRAWING STATUS AND/OR ALERTS T ANCO hes proV1ded this documenl lo c;ormnunu:ale design. fabncetion end conslrudlon information to our client for lhe project for which T ANCO has been contracted. By accepting \his docurnenl. lhe recipient promises and agrees \hel this docurnenl shall nol be reproduced, copied or distlibuted directly or indirectly lo other organizations without written consent from T ANCO. This document shall nol be used for any other purpose other \hen \hal for which ii was furnished CUSTOMER LOCATION BERRY PETROLEUM PARACHUTE.CO o ISSUED FOR APPROVAL PMc 12/5113 ZK A APPROVED FOR CONSTRUCTION 8ML 12/16113 ZK TANK# ITANKINFO 141'0 x 50' CUSTOMER P 0 /1 673-8A A 1s·-11i· 29'-2i·J 1 1/2" LAP-TYP 1-= __ ......,... __ --+-1-·-_1...,:1i:_• f-1 ~ :1 B A EI.I? 4''-~"; T-2F-JE~/3116V ~L~ M I J ~/53'-11i" A" I I N ~~-oji· /o I I I p '\)· 1i· /a M • 1 1 1 R \J.~· /s I I I I T\).'~. !u V I I I I ~/~.-/ A z AA x v I I I I I I I I YAAV y I I I I I I I M I E A B ~ 141'-7"12! REV ISSUE AND/OR REVISION DESCRIPTION BY DATE CK o ISSUED FOR APPROVAL PMc 12110/13 ZK A APPROVED FOR CONSTRUCTION 8ML 12116113 ZK v z x I v 1 I s; M °_/ 07 ~ ~ DRAWING STATUS AND/OR ALERTS TANCO has pro>11ded this document to communicate des.gn, febncalion end conslnJdion informatiCJO to our dient for the project forwtuch TANCO has been contracted. By accepling lh1s document, lhe recipient promises and agrees lhet this document shall not be reproduced, copied or distributed directly or indirectly to other organizations without wrttten consent rrom TANCO. This document shell not be used for any other purpose olher than lhel for which it was furnished. 1DNCO ENGINEERING, INC. 1400 TAURUS COURT. LOVELAND. CO 80537 (970) 776-4200 TITLE 141'-7"0 CONE ROOF PLATE LAYOUT CUSTOMER LOCATION BERRY PETROLEUM PARACHUTE, CO TANK" ITANK INFO 141'0 x 50' CUSTOMER P 0 # '"" A DV'wN BYI DATE _ICK BY I DA TE DWG p PMc 112/10/131 ZK M 2/1 013 I :;<.;ALt;. I T ANCO PROJECT # 1/208 6-673 673-9 BILL OF MATERIALS SHOP FABRICATION PART MK QTY DESCRIPTION SPEC WT (lbs) IDENTIFICATION FAB ID/DATE INSP ID/DATE NOE 1 I 17'·oftj 1 g·~· I -17'-ott r-BOT 3/16" CONE ROOF PLATE SKETCHES A36 123061 10· am· -1 -16 A 2 3/16" SKETCH PLATE A36 958 .. ~I 1 Is/ B 2 3/16" SKETCH PLATE A36 904 ,,b, I I Is/ c 2 3/16" SKETCH PLATE A36 740 x x y y D 2 3/16" SKETCH PLATE A36 544 ~ ~ ~ ~3'-si" E 2 3/16" SKETCH PLATE A36 904 ~ ~ ~ ~3'-ai· s·-~· 10·-~· F 2 3/16" SKETCH PLATE A36 740 16 G 2 3/16" SKETCH PLATE A36 544 H 2 3/16" SKETCH PLATE A36 1223 I 50 3/16" X 96" X 360" FULL PLATE A36 91875 17'11., 114'-2i" Ha·-10&-· J 2 3/16" SKETCH PLATE A36 3430 -i6 K 2 3/16" SKETCH PLATE A36 1223 .. ~E§j l I L 2 3/16" SKETCH PLATE "b, I ~ UI A36 1413 1 M 4 3/16" SKETCH PLATE A36 3653 N REO'D E E N 2 3/16" SKETCH PLATE A36 1413 16 G -r-~ 12'-9i" ~ t--15'-6*" ~ H v-s· ~ 7'-9" ~ 0 2 3/16" SKETCH PLATE A36 1368 t p 2 3/16" SKETC~i PLATE A36 1368 r: Q 2 3/16" SKETCH PLATE ,_ A36 1107 ~ ,_ -R 2 3/16" SKETCtl PLATE A36 1107 ;:...~ s 2 3/16" SKETCH PLATE A36 670 I I I I -1 Hs·-~· Hs·-~· 2 T 2 3/16" SKETCH PLATE A36 670 ..... REO'D v v A u 2 3/16" SKETCH PLATE A36 408 - I \c I IF I ~10'~ ~ ~ v 4 3/16" SKETCH PLATE A36 2450 t-" 1 7'-~" w 2 3/16" SKETCH PLATE A36 408 :... REOD c F x 2 3/16" SKETCH PLATE A36 1234 y 2 3/16" SKETCH PLATE A36 1234 ; 6'-Hh?,..·W s·-1oh0 W J "·1 ~-f ,,._,~-1 z 2 3/16" SKETCH PLATE A36 921 16 16 AA 2 3/16'' SKETCH PLATE A36 554 I 13·.ai· 115'-6*"1 114'-2f 2 I I 2 I p'\ Jr\ r-12'-ei"I I 7'-9" I REC'D REC'D /: IAA 11 . J R 1 ! I I l-1•·-1~· -j i-olt f... RE C'D L ~ ! I 5' oti· 28' -1 - --r7' 11 • r-K4·-s· 6' 1 3 • RE~'D f 8 8 -i6 -i6 .. 1----+ 6'-1 cfs· I 13'-4'1" 112·-111" _;~/'';!:,~·ti> ~i .. ' 1'''t ::~· (.~~-~~eO<N'""'"'#~ I I I 11•·-1t1 16 7'·8" -~ . ) o' o RO~.,,. " . .'·-.~.G~* C0 .{~;;,(I),/<~~· 2 I I ~Klw\wl ·u 0 (,':: r?:'\ · REC'D ..... c~1 ~ -~, . • M M 1 u ......_, ·--z..·:. REO'D . ~ atfl~-~ i.l .., ~15'~ I /a I ) ~ 2 l-1 s· BA-· ---J [-+4'-4~" ":" 1 )--1 f o I l',.. . RE O'D 0 z -16 . . .. _j 7'-1ojt l j 7'-~· f--r-15' BA-· --j H-4'-4~" . -16 I J-Y 50 FULL SHEET 11·-2~· 1 I ~ luZI lBNCO REC'D I REC'D ENGINEERING, INC. I l_J_ 1400 TAURUS COURT. LOVELAND. CO 80537 (970\ 776-4200 30' -j 1-3'-4'1" -j l-2·-111" TITLE 141'-7"0 CONE ROOF PLATE SKETCHES I I REV ISSUE AND/OR REVISION DESCRIPTION BY DATE CK ORAVVl NG STATU S ANOIOR ALERTS TANCO has pro111ded this document lo communicate CUSTOMER LOCATIO N 0 ISSUED FOR APPROVAL PMc 12/10113 ZK design, lebncalion and construction information lo our BERRY PETROLEUM PARACHUTE.CO A APPROVED FOR CONSTRUCTION BML 12/16113 ZK client lor the project fOrwh•c:h TANCO has been TANKIJ I TANK INFO CUSTO MER P 0 P conlraded. By accepting this document, the recipienl 141'0 x 50' promises and agrees thal this dowmenl shall nol be lJIM'# lr'\CV reproduced, copied or d1slribuled directly or indirectty PM c 2/10 /13 ZK 2/10/13 lo other organizations withO<Jt Wlitlen consent from I :SlJ\LE l T ANCO PROJ~L # 673-9A A TANCO. Th is docume nt shall not be used lor eny other 1/192 6-673 purpose other than that for which rt was rumished (1) 1/4"12l NPTTELL-TALE HOLE IN REINFORCING PNJ AT ABOUT MID-HE:'.GH1 T-ALL-G-1 AT T-ALL-G-1 VT/DT 1/2 -. - (52) 1 1/8"0 HOLES FOR 1"121 BOLTS, EQ. SPACED T-ALL-G-1 AT 48" J__·b:::!~~=~==~~ ~----'-----+-----!' 15/16"~ 4 1/2" REV ISSUE AND/OR REVISION DESCRIPTION BY DATE CK o ISSUED FOR APPROVAL PMc 1212/13 Zt< A APPROVED FOR CONSTRUCTION BML 12/16113 ZK 1191/2" 72" 8 B DRAWING STATUS AND/OR ALERTS 314" 314" SEE SECTION C-C DWG673-10A r 314" 48" 114 I ,, ~· SECTION A-A T ANCO has pro\llded lh1s documanl lo i:ommurucate design. fabricellOll and construction mformaUon lo our ci1ent ror the project ror which T ANCO has been conlraded. By accepUng lhis document, the recipient prt>ITlises and agrees lhet this document shall not be repmduced, copied or d1sllibuted directly or 1ndiredly lo other organizations wilhout wntten consenl rrom TANCO. Th•s document shaO nol be used ror any other purpose olher lhan lhal for which ii was furnished. .. -.NCO ENGINEERING, INC. 1400 TAURUS COURT LOVElAND CO 80537 970 776-4200 TITLE 48" X 48" FLUSH CLEANOUT CUSTOMER LOCATION BERRY PETROLEUM PARACHUTE. CO TANK# TANK INFO CUSTOME R P 0 # 141'0 x 50 1 CK BY DATE D A ZK 212/13 673-10 1/24 6-673 T-ALL-G-1 i--,,--,.-.,.~ - AT 3!4V D Ci!---.....-( T-ALL-G-1 ~·"" l I/ 6 AT ~~!!Y T-ALL-G -1 OT "' I/ 1 12 1' / 1/2 v -~ SECTION C-C r-- T-ALL·G -1 OT B I ri-. ----J T-ALL-G-1 l" DT 3/16 17 oit ___ -< T-2F -JET-5P-1 3/8 V \DT \ PART FCD I \_ 318" ~TTOM PLATE SECTION B·B SCA LE: X 2 c --1(\_3"RAD------ :~l+=ll ~~~~v --I ~1 1/2" LAP B A T-ALL-G-1 OT 1/4 !; 1/4 i; ~ D c MK A 8 c D E F G H J BILL OF MATERIALS SHOP FABRICATION QTY DESCRIPTI ON SPEC Wf (lbs ) IDENTIFICATI ON FAB ID/DAT E INSP ID/DATE NOE 48" X 48" FLUSH CLEANOUT DOOR 7 810 1 3/4" X 72" X 125" REPAD A36MOD 12 21 1 1 5/16" X 39 3/16" X 152 118" BOTTOM PLAT E A36MOD 1901 1 3/4" X 6 7/8" NECK A36MOD 243 1 1" X 3 3/4" FLANGE A36MOD 215 1 1" X 57" X 571/2" COVER PLATE A36MOD 818 1 1/8" NON -ASBESTOS GASKET C-4300 2 52 1"0 X 3 1/2 " LG SOL TS A307 6 0 52 1"0 NUTS A194 14 1 3/4 " X 149" X 119 1/2" INSERT PLATE A36MOD 333 6 i-------52 1/16" ------l---------57"-------+--1-----52 1116" ------1 1-------------------~1611/8"----------------------1 DETAIL BOTTOM P LAT E t;\ SC ALE : X 1/2 \:_/ UWCO ENGINEERI N G , INC. 1400 TAU RUS COURT LOVELAND CO 80537 l97Q) 776-42 00 TITL E 48" X 48" FLUSH CLEANOUT DETAILS REV ISSUE AND/OR REVISION DESCRIPTION BY DATE CK DRAWING STATU S AND/OR A LE RTS TANCO has pro111ded lh1s document to commu111ca 1e d esig n. fabncatoon and construc:lion 1nrormahon lo our client ror the proi ect for wllich T ANCO has been contracted. By a ccepting lhis document, th6 recipient p romises and agrees lhel this doaJment shall not be reproduced, copied o r disll1buted d u'ftel!y or indirectly to other organ iz al1ons withou t written consent l'rom TANCO. This docume nt shall not be used ro r a ny other purpose other lhan lhat for which it WM furnished. CUSTOMER LOCATI ON BERRY P ETR OLEUM PARACH UTE. CO o ISSUED FOR APPROVAL PMc 1213113 Z K TANK# !TANK INFO 141 '0 x 50' CUSTOMER P 0 # A APPROVED FOR CONSTRUCTION BMl 12116113 Z K Kl:Y A OWNB Y DATE IC:K BY !DATE (Uli\\3~ PM c 12/3 /13 ZK ~ 2/3/13 rscAJ:E I T A NCO PRO""" # 1/12 6-673 673-10A BILL OF MATERIALS SHOP FABRICATION PART MK QTY DESCRIPTION SPEC WT(lbs) IDENTIFICATION FAB ID/DATE INSP ID/DATE NOE PLT PLATFORM & SPIRAL STAIRWAY 2282 A 12' CSX 8.2# CHANNEL A36 93 B 1 3/16" X 1" BAR GRATING A36 67 c 34' 2" X 2" X 3/8" ANGLE -HANDRAIL A36 159 D 7' 1/4" X 4" FLAT BAR A36 23 E 2 3" X 3" X 1/4" ANGLE SUPPORT BRACE A36 42 F 2 1/4" X 6"0 PAD PLATE A36 4 rTYP G 76 2 "X 9 3/4" X 30" STAIR TREAD A36 1148 a· 30"1 H 80' 2" X 2" X 3/8" ANGLE-HANDRAIL A36 376 J 76 5/8" SQ BAR A36 370 ~ I I ~ • ~ 30" 36" 40" @/ _l ~-~ ~36"---j ~ . 8" 40" FRAMING DETAIL HANDRAIL PLAN VIEW NOTCH VERTICAL ANGLE AS REQ'D FOR MOUNTING r T-ALL-G-1 1/4 v VT TYP rf=~· TYP c 40"1 140"1 130"- ['-.... re·-H ... " T: TYP~ ~ ANGLE HANDRAIL ~ ~ ROLL LEG OUT TO A XX'-X" RAD T-ALL-G-1 L> ~ VT -~ ~ J Jg-/ - ""' 114V TYP r-,.--:? i .. s,;·.1(,.-:-:-::~r .-~ TYP t -,_ / ~ ,. ~ ~,~ ... -Jli,• • • , I · ... .,,~t, -c,~"r:,"'""~~'~ /" ~ j\ . '·,,. r.:.... ilfJG-4,~$'{' . D ::--. ~~' '~ ' ·" ('. _. ·. =-I ; .r:§ '(~\·. NOTCH VERTICAL ANGLE -I T-ALL-G-1 ( . ... 1.::::_, ,· ·~: . AS REQ'D FOR MOUNTING VT === \ ~~g' -1/4 v TYP 50 9/16" LONG E ~ v =-TYP .. . /./10/ ~?// .. T-ALL-G-1 ' . .(. -•. ,. VT E:lt ! T-ALL-G-1 ' TYP 1/4 v - ( =) I=) VT 6"'21 v 1/4 v t TYP TYP F T-ALL-5P-1 .. qr 1/4"--VT TYP G -1/4 v TYP "'--TANK SHELL ·aw co 8" T-ALL-SP-1 ENGINEERING, INC. T-ALL-5P-1 -1/4 v VT 1400 TAURUS COURT LOVELAND CO 80537 (970) 776-4200 TYP -114 v VT TIT~E SPIRAL ST AIRWAY & PLATFORM TYP (LEFT HAND) ISSUE AND/OR REVISION DESCRIPTION BY DATE CK DRAWING STATUS AND/OR ALERTS TANCO has pro111ded this documanl 10 commumcale CUSTOMER LOCATION REV design, fabncalton and construction 1nformaUon lo our BERRY PETROLEUM PARACHUTE CO 0 ISSUED FOR APPROVAL PMc 12/11113 ZK cloenl for lhe prnjec\ for which T ANCO has been TANK# I TANK INFO CUSTOME R P 0 # A APPROVED FOR CONSTRUCTION BML 12/16113 ZK conlracled By accepUng this document, the reapienl 141'0 x 50' prorn1ses and agrees thel this d()(:llrnenl $hall not be Q'M>IBYIDATE tKBY ~DATE: DING# Jn<:V reproduced. a>pied or drsltibuled directly or indirvclly PMc 12/11/13 ZK 2/11/13 673-11 lo other orgam~al1ons without written consent from I """Lt; I TANCO PRuJEc. Th A T ANCO T nis document shall not be used for any other 1/32 6-673 purpose other than thel for which rt was lum1sned (1) 1/4"TELLTALE HOLE IN I REINFORCING PLATE ON HORIZONTAL CENTERLINE 66 3/8" A- .J (42) 7/8"~ HOLES SHALL STRADDLE VERTICAL CENTERLINE t---------36 1/4" -------- -----------38 3/4" ________ .. G i----------------603M"--------------~ PART MK SMY A B c D E F G H J QTY 2 2 2 2 2 84 84 2 4 4 BILL OF MATERIALS DESCRIPTION 30" SHELL MANWAY 3/-4" THK COVER PLATE 5/8" THK NECK 518" THK BOLTING FLANGE 1/8" NON-ASBESTOS GASKET 3/4"0 BOLT 3/4"0 NUT 3/4" THK TOMBSTONE REPAD 5/8"0 ROUND BAR 6" 650# HINGE W/ GREASE FJITING INTERCON ?IN FES150GF T-ALL-G-1 AT D 1 314V I fe 5" MIN -+---111V _ ~: ~ 5/8"j~ v 518V ii / '/ 3/4"-- T-ALL-G-1 '---~---i1~ AT/ ~~ --314" 5/16 v SECTION A-A SPEC A36M A36M A36M N400 A193 B7 A194 2H A36M A36 A36 T-ALL-G-1 VT REV ISSUE AND/OR REVISION DESCRIPTION BY DATE CK DRAWING STATUS AND/OR ALERTS T ANCO has provided 11115 document to communicate design, lebrtealJon and construction informa~on to our client for lhe project for which TANCO has been con lrecied . By eccep ling lhis documenl. the recipient promises and agrees that this doa.1mant shall not be re produced, copied or distributed directly or indirectly lo olher organizations willloul written consent rrom TANCO. This document shSJO nol be used for any Diiler purpose other than lhet for which It was furnished o ISSUED FOR APPROVAL PMc 12112113 ZK A APPROVED FOR CONSTRUCTION 8ML 12/1611 J ZK SHOP FABRICATION WT (lbs) IDENTIFICATION FAB ID/DATE INSP ID/DATE NOE 2338 571 256 205 4 32 18 1234 4 14 1DNCO ENGINEERING, INC. 1400 TAURUS COURT. LOVELAND. CO 80537 <970' 776-4200 TITLE 30" SHELL MANWA Y 2 REQ'D CUSTOMER LOC ATION BERRY PETROLEUM PARACHUTE CO TANK" ITANK INFO 141'0 x 50' CUSTOMER P 0 # 673-12 A T-ALL-G-1 1/4 VT 1/4 BARREL HINGES WELD ON I LIFTOFF WITH GREASE FITTING REV 0 ISSUED FOR APPROVAL / (42) 7/8"0 HOLES ON A 36 1/4"0 B.C. STRADDLE VERTICAL CENTERLINE ~ t-+-t 0 \ f------19 3/8" -------+-------19 3/8" ------1 f-------------~3s3~·--------------1 COVER PLATE 0 ISSUE AND/OR REVISION DESCRIPTION BY DATE CK PMc 12112/13 ZK A APPROVED FOR CONSTRUCTION BML 12/16/13 ZK T-ALL-G-1 1/4 VT 1/4 38 314" BARREL HINGES WELD ON I LIFTOFF WITH GREASE FITTING DRAWING STATUS AND/OR ALERTS + (42) 7/8"0 HOLES ON A 36 1/4"0 B.C. STRADDLE VERTICAL CENTERLINE 31 1/4"tZl 38 3/4" f------19 3/8" -------i--------19 3/B" -------< l--------------~38Y4"--------------l BOLTING FLANGE © NOTE: FOR BILL OF MATERIALS SEE DWG 673-12 TANCO hes pro111ded lhts document lo comrnunicele design, febncation end conslruction 1nformeLion to our Client for lhe project for which TANCO has been contracted. By accepting !his docurnenl, lhe recipient promises and agrees lhet !his document shell not be reproduced. copied or disllibuted directly or indirectly to olher crgan1zat1ons Without written consent l'rom TANCO. This document shall not be used for any other purpose other than Iha! for which It was furnished ·mNcO ENGINEERING, INC. 1400 TAURUS COURT LOVELAND CO 80537 (970 776-4200 TITLE 30" SHELL MANWA Y BOLTING FLANGE & COVER PLATE DETAILS CUSTOMER LOCA TION BERRY PETROLEUM PARACHUTE.CO TANK# TANK INFO CUSTOMER P 0 # 141'0 x 50' # 2112/13 673-12A A \ -1/4" TELL TALE HOLE IN EINFORCING PLATE. ON ORIZONTAL CENTERLINE 54 3/4" A-----. A----' 30 1/4" 1---------32 3/4" 49 1/2" REV ISSUE AND/OR REVISION DESCRIPTION O ISSUED FOR APPROVAL A APPROVED FOR CONSTRUCTION ,...: NOTE: BOM IS FOR (1) MANWAY, (2) ARE REQ D. 28 -7/8"0 HOLES SHALL STRADDLE VERTICAL CENTERLINE G PART SMY MK A B c D E F G H J QTY 1 1 1 1 28 28 1 2 2 BILL OF MATERIALS DESCRIPTION 24" SHELL MANWAY 5/8" COVER PLATE 1/2" NECK 1/2" BOLTING FLANGE 1/8" NON-ASBESTOS GASKET 3/4"121 BOLT 3/4"121 NUT 3/4" TOMBSTONE REPAD 5/8"0 ROUND BAR 6" 650# HINGE W/ GREASE FITTING INTERCON PIN FES1SOGF T-ALL-G-1 VT/AT 3t4V D 1 T-ALL-G-1 .....__-""' vr/ 114V\ 1 6" !/ - H -3• - 5/8"- - SHOP FABRICATION SPEC WT(lbs) I DENTI Fl CATION FAS ID/DATE INSP ID/DATE NDE 748 A36MOD 170 A36MOD 66 A36MOD 66 D!.P.ABIA 8lA()( 2 A1 93 B7 11 A 194 2H 6 A36MOD 41 8 A36 2 A36 7 30" F c T-ALL-G-1 3/4"-- VT/AT I'~ 5/16 [7 BY DATE CK DRAWING STATUS AND/OR ALERTS PMc 12/12113 ZK BML 12116113 ZK ->--3/4" SECTION A-A TANCO has proV1ded this documenl lo oommumcale des.gn, fabrication and oonstrudJon 1nrormation to our dienl for !he project for which T ANCO has been conlractad. By accepting 1h1s documenl, lhe recipient promises and agrees that lhis dOQJment shell not be reproduced, copied or dislribuled directly or indirectly lo other organizations w1tMul written consent from TANCO. This document sheU nol be used for any other purpose other than that for which ii was furnished. TAN CO ENGINEERING, INC. 1400 TAURUS COURT LOVELAND CO 80537 '970l 776-4200 TITLE 24" SHELL MANWA Y 2 REQ'D CUSTOMER ~OCATION BERRY PETROLEUM PARACHUTE, CO TANK# TTANK INFO I 141'0 X 50' CUSTOMER P 0 ll 673-13 OV\tolBY DATE JCKBY jDATE Dvvull PMc 12/12113 ZK n 2/12113 ::OLlALE ]TANGO PROJ ECT# 1/10 6-673 Kt:V A 1/4 114 J BARREL HINGES WELD ON I LJFTOFF WITH GREASE FITTING T-ALL-G-1 VT PIN SIDE TO FLANGE T-ALL-G-1 VT SLEEVE SIDE TO COVER B VIEWB-B SCALE: 2X (2B) 7/B"0 HOLES ON A 30 1/4"'2J B.C. STRADDLE VERTICAL CENTERLINE J-------------32 3/4"-------.r--------i I +-+ 32 3/4" \ '-163ffi"-------+-----16 3/B"------1 COVER PLATE 0 FLANGE© COVER PLATE 0 T-ALL-G-1 _1,_/4.,-i-;,_... VT 1/4 BARREL HINGES I/I/ELD ON I LIFTOFF WITH GREASE FITTING B REV ISSUE AND/OR REVISION DESCRIPTION BY DATE CK DRAWING STATUS AND/OR ALERTS o ISSUED FOR APPROVAL P~ 12112113 ZK A APPROVED FOR CONSTRUCTION BML 12116/13 ZK (28) 7 /8"0 HOLES ON A 30 1/4"0 B.C. STRADDLE VERTICAL CENTERLINE 1------------32 3/4"-----+--------1 32 3/4" + 25"0 '-16318"-----+----- BOLTING FLANGE TANCO has provided lh1s document lo communoc.ate design. fabnca~on and construction 1nformalion lo our client for lhe pro1ect for which TANCO has been conlracted . By accep ~ng thls document. the recip1en1 promises and agrees that lhls document shall not be reprOduced. copied or distributed directly or 1ndireclly to other organizations without wnlten consent from TANCO This documenl shall not be used fat any other purpose olher then that for which ii was furnished. NOTE: FOR BILL OF MATERIALS SEE DWG 673-13 lllNC O ENGINEERING, INC. 1400 TAURUS COURT LOVELAND CO 80537 970 776-4200 TrTI.E 24" SHELL HINGED MANWAY BOLTING FLANGE & COVER PLATE DETAILS CUSTOMtR BERRY PETROLEUM TANK# TANK INFO. 141'0 x 50' CK BY DATE D (, o 2/12/13 6-673 LOCATION PARACHUTE, CO CUSTOMER P.O.~ 673-13A A T-ALL-5P-1 AT T-ALL-G-1 vr 24" I T-ALL-5P-1 T-ALL-5P-1 AT r AT 5/16 I 3/4" 6" WATER DISCHARGE 7" 3" TANf< HEATER 2 Rc:O'D REV ISSUE AND/OR REVISION DESCRIPTION o I SUED FOR APPROVAL A APPROVED FOR CONSTRUCTION T-ALL-G-1 vr T-ALL-G -1 vr F 36" I T-ALL-5P-1 AT >-=5/.,..,1~6.,........-t"l PART MK QTY A c 2 D E F 2 G H 1 I 4 J 2 K 2 4" OI L SKIMMER BILL OF MATERIALS SHOP FABRICATION DESCRIPTION SPEC WT (lbs) IDENTIFICATION FAB ID/DATE INSP ID/DATE NOE 3/4" TOMBSTONE REPAD 6" -150# RFSO FLANGE 6" XS PIPE 3/4" TOMBSTONE REPAD 4" -150# RFSO F LANGE 4" XS PIPE 3/4" X 12"0 REPAD 3" -150# RFSO FLANGE 3" XS PIPE 3/4" X 10 1/2"0 RE PA D T-ALL-G-1 vr A36M A 105 A53 A36M A105 A53 A36M A105 A53 A36M T-ALL-5P-1 AT I 8" j T-ALL-5P -1 AT 5116 24 36 38 54 26 17 21 36 24 33 4" DRAIN laNCO ENGINEERING, INC . 1400 TAURUS COURT . LOVELAND. CO 80537 (970 776-4200 TITLE NOZZLES BY DATE CK DRAW IN G STATUS AND/O R A LERTS TANGO has pn>lilded t111s document lo commumcale CUSTOME R LOCATION design. l11br1cabon and construclion lnforma~on lo our b;B;,:;E:;;.R,;:.;R_:Y_;._:P_:E=.T.:._:_.cR;_;;O:,,:L;:;:E::.,U::,.;,;.M;,-___ +,;-P.,:,A,;,;RA,,:...,;:.;:C;.;.H.:.:U::...T.:...;E=.,!_, .=C_::O:...._ __ __. PMc 12/12/13 ZK BML 12/16113 ZK d 1en l lor lhe Pr<>Jeci fo r which TANCO hes been TANK # CUSTOMER P 0 # conlrac\ed . By accepUng lhis document, lhe redpien l promises and agrees that th is document shall not be reproduced. copied or disbibuled dirucOy DI' ind11UCOy lo olher organ iza~on s witho ul written consent ffl)m TANGO . Th is docume nt shall nol be used ror any oth er purpose oth er than thal for which It was furn ish ed 673-14 A 48" T-ALL-SP-1 1 1 AT 5/16V c T -ALL-SP-1 AT 4" VCU LIQUIDS T-ALL-G-1 1181'-. _ _6 .. _ ~ VT 11ev ~. / !"" ~~ /l/r J_\, M1&c-:; .... M3 -M7 -B" I - ,/ ==========t, T-ALL-SP-1 i-.,.--..,....,.....-fl'l MT/PT 5/16 V -1" INSTRUMENTATION 7 REQ'D T-ALL-SP-1 AT T ·ALL-SP-1 MT/PT REV ISSUE AND/OR REVISION DESCRIPTION o ISSUED FOR APPROVAL A APPROVED FOR CONSTRUCTION 48" H T-ALL-G-1 VT BY DATE CK PMc 12/12/13 ZK BML 12/16113 ZK BILL OF MATERIALS PART MK QTY DESCRIPTION SPEC A 2 4" -150# RFSO FLANGE A105 B 1 4" XS PIPE A53 c 1 5/16" X 12"0 REPAD A36M D 7 1" -150# RFSO FLANGE A105 E 7 1" XS PIPE A53 F 1 8" -150# RFSO FLANGE A105 G 1 8" XS PIPE A53 H 1 5/16" X 19"0 REPAD A36M I 1 4" STD WT Pl PE A53 11 T-ALL-SP-1 1 T-ALL-G-1 VT 112V "V /. G -----:;b .t T-ALL-SP-1 114 B" WATER FILL DRAWING STATUS AND/OR ALERTS 1/4 V \AT T ANCO has provided this documenl to commurucate design. leblicaLion and c:onst/Uc:tlon 1nforma~on to our clienl for the project for wtuch T ANCO hes been contracted. By accepLing this document, the rec1pien1 prvmises and agrees that ttus documenl shell not be re prvduced. copied or distlibuted diracily or tnd1rectty lo oilier orgarnzatcons without wnHen c:onsenl /rom T ANCO. This document shall nol be used for any other purpose other llllln lhel for which 1t was furnished. SHOP FABRICATION wr (lbs) IDENTIFICATION FAB ID/DATE INSP ID/DATE 26 B 9 14 B 27 29 20 6 3/16" -t 3/16V ~ I ,j ~ i I I I )J I NDE 6" v I ~ .r 1/4 v T-ALL-G-1 VT 4" VENT GAS TO COMBUSTER I ·• lDNC O ENGIN EERIN G, INC. 1400 TAURUS COURT, LOVELAND. CO 80537 (970) 776-4200 TITLE NOZZLES CUSTOMER LOCATION BERRY PETROLEUM PARACHUTE.CO TANK# I TANK INFO 141'0 x 50' CUSTOMER P 0. # ncv A CMNBY DATE lCKBY TDATE 'UWe># PMc 12/12/131 ZK n 2/12/13 :>Ll\LE I T A NCO PROJECT # 1/8 6-673 673-14A