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Doc.# PPP /05114 GARFIELD COUNTY Building & Planning Department 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 Telephone: 970.945.8212 Facsimile: 970.384.3470 www.corrield-county.com PIPELINE DEVELOPMENT PLAN GENERAL INFORMATION (Please print legibly) > New :i Amended ❑ > Name of Pipeline Owner: FTC C'a vyan7 Pp > /rote, L G C Mailing Address: /(000 8Roadway1 Sui/e /9'OO Telephone: (7c ).2.025-HOIa > City: Den veR State: CO Zip Code: Roa6a Cell: Cale, )3/3-0036 > E-mail address: COR y. JIRClnW f eNty y1Ranare . cam FAX: ( ) ➢ Name of Owner's Representative, if any, (Attorney, Planner, Consultant, etc): > WayoNCJAee/(nvsu/finty,Inc . (Th»my Sfrri+A) > Mailing Address: /// Coli 3 aclStReet, & ;e A13 Telephone: ( 776) G25-81,133 > City: Rifle f'/e State: CQ Zip Code:9/650 Cell: (363) 724-9070 > E-mail address Ji,n,n y 4wayaNvs CuAee/co u//inacl COM . coFAX: (97o )4025-g1-135> Description of Project: C'onistaucftoN aNd oioeRal</o4 of'a. egg inch NcluR e l gas pi/oak/ye aNd ass,'cialed Con7p,QesseA Sta.fioN. (Ruliso.v 1 &iu/eataisc PipeliNe) (Nolrns Mesa (oinpResSa4 Sta./law) > General Location of Pipeline (Right -of -Way): /=Rorna. poii//, %5m, les NoR//i o{' // PaRa.c/aufe, C0 /n a poiN4 nN /-/6/ms f lesa. apPRAim xn1e/y 0.5 maps toes/ al (aakeld C'nun•iy Ronne 301 /{{ > Diameter and Distance of Pipeline: a q ;NJ 1 /0. Ll miles > General Legal Description: See/loin 16 41 r7s, R 96 W SectiR 0A .4. Ia,?115, 3G /i 95 WI Sec flows 3a, 33, 311, 3.5, (,a5 r6.S1 R 9.5 kl Sed ecti l r9S R gSGJ• 1 Section/ 6,,r7S,R9Hw} > Existing Use: i?o na7e l a nid j 0;1 4 (ccs Exp/ozaliont > Pipeline Row Distance (in acres) $9, 9S l rNcludes Siayinat/ AReas) Zone District: R L$ A RR D Last Revised 8/26/08 I. APPLICATION SUBMITTAL REQUIREMENTS As a minimum, specifically respond to all the following items below and attach any additional information to be submitted with this application: Development Plan Submission: The applicant shall submit nine copies of the proposed development plan with the completed application form to the Planning Director. The following information must be submitted with a development plan application: (1) A vicinity map indicating the section, township, and range of the site, and its relation to surrounding public roads and municipal boundaries. (2) Project Overview: a description of the project including the length of the pipeline, diameter of the pipeline, pipeline commodity, and the general description of the pipeline route. (3) Ownership A. For individual right-of-way, a diagram showing adjacent properties and the approximate location of buildings and their uses within a distance of 350 feet of any proposed structure, facility, or area to be disturbed. This may be drawn at a smaller scale than the site plan. B. For an area plan, the map will show the property boundaries and ownership information for all private and public property included in the development area. (4) Evidence of surface owner notification and of surface agreements where the surface owner is not a party to the mineral lease. (5) Need for Proposed Action: a statement of the reason for the pipeline (6) Regulatory Permit Requirements: a table indicating the permit agency name, permit/action driving task and the task to be performed to obtain the permit. (7) Primary Project Participants: Include the names, address and phone numbers of the company representative, company and individual acting as an agent for the company, construction company contacts, federal and state agency contacts (8) Project Facilities: Identify any permanent project facilities such as permanent right-of-way, widths, meter stations, valve sets, etc. Also indicate any temporary right-of-way, width during construction, construction facilities, etc. (9) Construction Schedule: indicate the estimated start and end dates for construction, days of the week in which construction will occur, hours of day during which construction will occur. (10) Sensitive Area Survey: List the types and areas of concern along the pipeline right-of-way, such as: sensitive plant populations, cultural, archeological, paleontological resources and wetlands identified during pre -construction environmental surveys, if applicable. (11) Use Rights/Permits/Authorizations (and stipulations): attach a copy of any documents granting land use rights, permits, authorizations (including stipulations). The process of obtaining use rights, other than private rights-of-way leases or other agreements, permits, and authorizations (including stipulations) from any federal, state or local agency may occur concurrently with review of this application. If concurrent review occurs, a condition of approval will be applied, in accordance with Section 9.07.07 below, requiring the submittal of documents showing the approved federal, state or local use rights, permits or authorizations (including stipulations) prior to the issuance of the Garfield County Administrative Permit. Private rights-of-way, leases, or other agreements granting surface use must be included with the application in accordance with Section 9.07.04(4) above. (Revised Resol #2008-89) (12) Revegetation Plan: a. A plant material list. Be specific, scientific and common names are required. Include application rate in terms of pure live seed (PLS) per acre. b. A planting schedule that includes timing, methods, and mulching. c. A revegetation security. A security may be required if, in the determination of the County Vegetation Management, the proposed project has: (i) A potential to facilitate the spread of noxious weeds (ii) A potential to impact watershed areas. (iii) A potential for visual impacts from public viewing corridors. (iv) Steep slopes (15% or greater) or unstable areas. (v) Disturbs large area (Half an acre or greater) d. The revegetation security will be in an amount to be determined by the County Vegetation Management that will be site-specific and based on the amount of disturbance. The security shall be held by Garfield County until vegetation has been successfully reestablished, or for a period of time approved by the County Vegetation Management in any specific land use action, according to the Reclamation & Revegetation Standards Section in the Garfield County Weed Management Plan. The County Vegetation management will evaluate the reclamation and revegetation prior to the release of the security. (13) A weed management plan for all Garfield County listed noxious weeds and State of Colorado listed noxious weeds that are targeted by the Commissioner of Agriculture for statewide eradication. (14) Emergency Response Plan: include a fire protection and hazardous materials spills plan, which specifies planned actions for possible emergency events, a listing of persons to be notified of an emergency event, proposed signage, and provisions for access by emergency response teams. The emergency plan must be acceptable to the appropriate fire district or the County Sheriff, as appropriate. The plan shall include a provision for the operator to reimburse the appropriate emergency service provider for costs incurred in connection with emergency response for the operator's activities at the site. (15) Traffic Impact: for construction traffic on county roads, indicate the anticipated types of vehicles, number of each type, anticipated number of trips per day per each type, county roads to be used , percentage of the construction traffic that will travel on each listed county road. (16) Staging Areas: indicate the general location of the staging areas required for pipeline construction. (17) Hydrotest Water: indicate the quantity of water required, source of water and the disposition of the water after testing. II. Referral and Review by Planning Director: The Planning Director will coordinate the review of the development plan application. Upon the filing of a complete application for development plan review, the Planning Director shall promptly forward one copy to the County Road & Bridge, Oil & Gas Auditor, Vegetation Management and Engineering Departments; the appropriate fire district or County Sheriff; the surface owners of an individual pipeline development plan; and any adjacent municipality for comment. (1) Referral comments on the proposed development shall be returned to the Planning Director no later than 18 days from the date of application for an individual site application and 30 days from the date of application for an area development plan. (2) In addition, the applicant shall notify the property owners within 200 feet of the route that are not affected surface owners with an agreement with the applicant. A sign will be posted on the portions of the route crossing or adjacent to a public road within seven days after receiving the application for an individual development plan review. Both the notice and the sign shall indicate that a development plan review application has been made, and the phone number of the Planning Department where information regarding the application may be obtained. The applicant shall notify all property owners within 200 feet of the outside boundary of an area development plan and post a sign at the intersection of each public road entering the area within seven days after receiving the application for an area development plan review. Both the notice and the sign shall indicate that a development plan review application has been made, and the phone number of the Planning Department where information regarding the application may be obtained. (3) Any determination by the Planning Director to approve or conditionally approve a development plan application must be in writing and mailed or otherwise provided to the applicant no later than 28 days for an individual pipeline development plan or 60 days for an area pipeline development plan, after the date on which the development plan application is filed. Failure to make a determination on the application within this time period shall result in the application being considered approved and the applicant's building permit or access, or other permits being processed. III. Development Plan Review Standards and Criteria for Approval: A development plan shall be approved or conditionally approved in accordance with the following standards and criteria. (1) Right-of-way and any associated facilities shall be located along the perimeters of surface property ownerships and not within areas of agricultural crop production as a general guide. Non -perimeter locations will be acceptable if the surface owner agrees and there is no adverse impact on adjacent properties. (2) Any equipment used in construction or operation of a pipeline must comply with the Colorado Oil and Gas Conservation Commission Rules and Regulations, Section 802, Noise Abatement. a. For any pipeline construction or operational facility that will have a substantial impact in adjacent areas, additional noise mitigation may be required. One or more of the following additional noise mitigation measures may be required: (i) acoustically insulated housing or covers enclosing any motor or engine; (ii) screening of the site or noise emitting equipment by fence or landscaping; (iii) a noise management plan specifying the hours of maximum noise and the type, frequency, and level of noise to be emitted; and (iv) any other noise mitigation measures required by the OGCC. b. All power sources used in pipeline operations shall have electric motors or muffled internal combustion engines. (3) Pipeline operations shall be located in a manner to minimize their visual impact and disturbance of the land surface. a. The location of right-of-way shall be away from prominent natural features and identified environmental resources. b. Right-of-way shall be located to avoid crossing hills and ridges, and wherever possible, shall be located at the base of slopes. c. Facilities shall be painted in a uniform, noncontrasting, nonreflective color, to blend with the adjacent landscape. Right-of-way shall be located in existing disturbed areas unless safety or visual concerns or other adverse surface impacts clearly dictate otherwise. (4) Access points to public roads shall be reviewed by the County Road & Bridge Department and shall be built and maintained in accordance with the Garfield County Road Specifications. All access and oversize or overweight vehicle permits must be obtained from the County Road & Bridge Department prior to beginning operation. All proposed transportation right-of- way to the site shall also be reviewed and approved by the County Road & Bridge Department to minimize traffic hazards and adverse impacts on public roadways. Existing roads shall be used to minimize land disturbance unless traffic safety, visual or noise concerns, or other adverse surface impacts clearly dictate otherwise. Any new roads created as a result of the pipeline construction, intended to be permanent for maintenance and repair operations shall be placed behind a locked gate or other barriers preventing use by recreational vehicles. Any gates or barriers need to be consistent with the surface owner's preferences. (5) In no case shall an operator engage in activities which threaten an endangered species. (6) Air contaminant emissions shall be in compliance with the applicable permit and control provisions of the Colorado Air Quality Control Program, Title 25, Resolution 7, C.R.S. (7) All operations shall comply with all applicable State Public Health and Environment, Water Quality Control standards. (8) Any proposed waste disposal or treatment facilities shall comply with all requirements of the County Individual Sewage Disposal System Regulations. (9) The proposed reclamation plan shall provide for a reasonable reclamation schedule in light of the specific surface use and surrounding land uses, and may require recontouring and revegetation of the surface to pre -disturbance conditions. The Planning Director may also approve a plan for an alternative postdisturbance reclamation, provided the surface owner and the applicant agree, and the plan is in harmony with the surrounding land uses and the Comprehensive Plan. (10) Should an abandoned pipeline be removed, it will be subject to the original revegetation and weed management requirements in the original application. IV. Conditions of Approval (1) If the Planning Director finds in reviewing a development plan application that the application meets the applicable standards set forth above, the Planning Director shall approve the site plan, and the applicant may continue the processing of the building or other associated County permit applications, or otherwise engage in the construction of the proposed pipeline. (2) If the Planning Director finds that the application does not meet an applicable standard or standards, the application shall be approved with appropriate reasonable conditions imposed to avoid or minimize the significant adverse impacts of the development. Such conditions may include, but are not necessarily limited to, provision of federal, state or local permits or other documents granting use rights (refer to Section 9.07.04(11) above; the relocation or modification of proposed access roads, facilities or structures; landscaping, buffering, or screening; posting of adequate financial guarantees; compliance with specified surface reclamation measures; or any other measures necessary to mitigate any significant impact on surrounding properties and public infrastructure. (Revised Resol #2008-89) (3) Once the Planning Director issues a determination on the development plan, the determination shall not be final, and no permit based upon the determination shall be issued, for 14 calendar days after the date of the determination, in order to allow time for the applicant to appeal, or for the Board of County Commissioners to call up the determination for further review, pursuant to Sections 9.07.08 and 9.07.09 of the Pipeline Resolution. The Planning Director's determination shall become final, and permits applied for in accordance with the determination may be issued, only after the expiration of this 14 -day period, and only if the determination is not reviewed and acted upon by the Board of County Commissioners at a subsequent appeal or call-up hearing. 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). a A aiS 9 /0 -30 -08 �Signatur of Owner of Right -of -Way) Date STATEMENT OF AUTHORITY Pursuant to C.R.S. §38-30-172, the undersigned executes this Statement of Authority on behalf of ETC Canyon Pipeline, LLC a Delaware limited liability company, 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 ETC Canyon Pipeline, LLC and it is formed under the laws of Delaware. The mailing address for the Entity is 1600 Broadway, Suite 1900, 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 Brian Beebe, Vice President. The limitations upon the authority of the person named above or holding the position described above to bind the Entity are as follows: $100,000.00 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) Executed this day of -Detefr , 2008 ETC CANYON PIPELINE, LLC Signature: STATE OF COLORADO COUNTY OF GARFIELD Thomas P. Mason Vice President, General Counsel And Secretary The foregoing instrument was acknowledged before me this ett= day of 2008 by Thomas P. Mason, on behalf of ETC Canyon Pipeline, LLC, a Delaware limited liability company. 11 /08 Witness my hand and official seal. My commis ion expires: (Notary Public) [SEAL] $j5/o9 a�a ,, JANA ELYSE MAULDIN = Notary Public, State of Texas +Fr My Commission Expires n4 0biA'" Auguit 06, 2009 } STATEMENT OF AUTHORITY Pursuant to C.R.S. §38-30-172, the undersigned executes this Statement of Authority on behalf of ETC Canyon Pipeline, LLC a Delaware limited liability company, 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 ETC Canyon Pipeline, LLC and it is formed under the laws of Delaware. The mailing address for the Entity is 1600 Broadway, Suite 1900, 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 John T. McDougal, Senior Vice President. The limitations upon the authority of the person named above or holding the position described above to bind the Entity are as follows: $250,000.00 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) Executed this q day of tg('Cfs1°i., , 2008 ETC CANYON PIPELINE, LLC Signature: ��2 r.,4 -- 7/l ✓✓Thomas P. Mason Vice President, General Counsel And Secretary STATE OF COLORADO COUNTY OF GARFIELD The foregoing instrument was acknowledged before me this day of 2008 by Thomas P. Mason, on behalf of ETC Canyon Pipeline, LLC, a Delaware limited liability company. 11/08 Witness my hand and official seal. My commis is expires: (Notary Public) [SEAL] JANA ELYSE MAULDIN Notary Public, State of Texas My Commission Expires August 06, 2009 GARFIELD COUNTY BUILDING AND PLANNING DEPARTMENT FEE SCHEDULE Garfield County, pursuant to Board of County Commissioners ("Board") Resolution No. 98-09, has established a fee structure ("Base Fee") for the processing of each type of subdivision and land use applications. The Base Fee is an estimate of the average number of hours of staff time devoted to an application, multiplied by an hourly rate for the personnel involved. The Board recognized that the subdivision and land use application processing time will vary and that an applicant should pay for the total cost of the review which may require additional billing. Hourly rates based on the hourly salary, and fringe benefits costs of the respective positions combined with an hourly overhead cost for the office will be used to establish the actual cost of County staff time devoted to the review of a particular project. Actual staff time spent will be charged against the Base Fee. After the Base Fee has been expended, the applicant will be billed based on actual staff hours accrued. Any billing shall be paid in full prior to final consideration of any land use permit, zoning amendment or subdivision plan. If an applicant has previously failed to pay application fees as required, no new or additional applications will be accepted for processing until the outstanding fees are paid. Checks, including the appropriate Base Fee set forth below, must be submitted with each land use application, and made payable to the Garfield County Treasurer. Applications will not be accepted without the required application fee. Base Fees are non-refundable in full, unless a written request for withdraw from the applicant is submitted prior the initial review of the application materials. Applications must include an Agreement for Payment Form ("Agreement") set forth below. The Agreement establishes the applicant as being responsible for payment of all costs associated with processing the application. The Agreement must be signed by the party responsible for payment and submitted with the application in order for it to be accepted. The complete fee schedule for subdivision and land use applications is attached. GARFIED COUNTY BUILDING AND PLANNING DEPARTMENT BASE FEES The following Base Fees shall be received by the County at the time of submittal of any procedural application to which such fees relate. Such Base Fees shall be in addition to and exclusive of any cost for publication or cost of consulting service determined necessary by the Board for the consideration of any application or additional County staff time or expense not covered by the Base Fee, which have not otherwise been paid by the applicant to the County prior to final action upon the application tendered to the County. TYPE OF PROCEDURE BASE FEE Vacating Public Roads & Rights -of -Way $400 Sketch Plan $325 Preliminary Plan $675 + application agency review fees and outside consultant review fees, as authorized pursuant to the Regulations, such as the Colorado Geologic Survey Final Plat $200 Amended Plat $100 Exemption from the Definition of Subdivision (SB -35) $300 Land Use Permits (Conditional Use Permits) • Board Public Hearing only $400 Land Use Permits (Special Use Permits) • Planning Commission and Board review & hearing $525 Zoning Amendments • Zone District map amendment $450 • Zone District text amendment $300 • Zone District map & text amendment $500 • PUD Zone District & Text Amendment $500 • PUD Zone District Text Amendment $500 Comprehensive Plan Amendment $450 Board of Adjustment • Variance $250 • Interpretation $250 Administrative Permits • Floodplain Development $400 • Pipeline Development $400 ■ Minor Temporary Employee Housing $400 Checklist • Small Temporary Employee Housing $50 Planning Staff Hourly Rate ■ Planning Director $50.50 • Senior Planner $40.50 • Planning Technician $33.75 • Secretary $30 County Surveyor Review Fee (includes review of Amended Determined by Surveyor$ Plats, Final Plats, Exemption Plats) Mylar Recording Fee Page 2 $11 — I s` page $10 each additional page The following guidelines shall be used for the administration of the fee structure set forth above: 1. All applications shall be submitted with a signed Agreement for Payment form set forth below. 2. County staff shall keep accurate record of actual time required for the processing of each land use application, zoning amendment, or subdivision application. Any additional billing will occur commensurate with the additional costs incurred by the County as a result of having to take more time that that covered by the base fee. 3. Any billings shall be paid prior to final consideration of any land use permit, zoning amendment, or subdivision plan. All additional costs shall be paid to the execution of the written resolution confirming action on the application. 4. Final Plats, Amended or Corrected Plats, Exemption Plats or Permits will not be recorded or issued until all fees have been paid. 5. In the event that the Board determines that special expertise is needed to assist them in the review of a land use permit, zoning amendment, or subdivision application, such costs will be borne by the applicant and paid prior to the final consideration of the application. All additional costs shall be paid prior to the execution of the written resolution confirming action on the application. 6. If an application involves multiple reviews, the Applicant shall be charged the highest Base Fee listed above. 7. Types of "Procedures" not listed in the above chart will be charged at an hourly rate based on the pertinent planning staff rate listed above. 8. The Planning Director shall establish appropriate guidelines for the collection of Additional Billings as required. 9. This fee structure shall be revised annually as part of the County budget hearing process. Page 3 GARFIELD COUNTY BUILDING AND PLANNING DEPARTMENT AGREEMENT FOR PAYMENT FORM (Shall be submitted with application) GARFIELD COUNTY (hereinafter COUNTY) and WO, fa �tieel CoNsol fiN7, INC, (hereinafter APPLICANT) agree as follows: / / 1. APPLICANT has submitted to COUNTY an application for ftoI/So v /o 1.5A. fietyRise Rpelinie Alo%nas Mesa Girr`JReSsoR Sfa.iion/ (hereinafter, THE PROJECT). 2. APPLICANT understands and agrees that Garfield County Resolution No. 98-09, as amended, establishes a fee schedule for each type of subdivision or land use review applications, and the guidelines for the administration of the fee structure. 3. APPLICANT and COUNTY agree that because of the 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. APPLICANT agrees to make payment of the Base Fee, established for the PROJECT, and to thereafter permit additional costs to be billed to APPLICANT. 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, APPLICANT shall pay additional billings to COUNTY to reimburse the COUNTY for the processing of the PROJECT mentioned above. APPLICANT acknowledges that all billing shall be paid prior to the final consideration by the COUNTY of any land use permit, zoning amendment, or subdivision plan. APPLICANT 'gnat re Date: /D -30 -08 Grimmyy 61. S'lini><� Print Na/ne Mailing Address: /1/ Fe s} 3 Rcl. 5211i Su./i,Z/3 R:I"/P Ca RJ(o.Sd 10/2004 Page 4 ETC Canyon Pipeline, LLC 800 E. Sonterra, Ste. 400 San Antonio, TX 78258 832-668-1232 832-668-1129(FAX October 30, 2008 Wagon Wheel Consulting, Inc. Attn: Jimmy Smith 111 E. 3rd St., Suite 213 Rifle, CO 81650 RE: Authorized Agent Jimmy, This letter serves as authorization for you to act as an authorized agent of ETC Canyon Pipeline, LLC ("ETC") with respect to ETC's project permitting needs with Garfield County, Colorado. Sincerely, C4/ Cory Jordan Manager of Engineering - Projects Office: 832 668-1232 Cell: 210-313-0036 Email: Cory.Jordan@energytransfer.com ADMINISTRATIVE PERMIT ETC CANYON PIPELINE, LLC RULISON TO ENTERPRISE PPL & COMPRESSOR STATION TABLE OF CONTENTS I. Application Form II. Vicinity Map III. Project Overview IV. Pipeline Drawings V. Compressor Station Drawings VI. Ownership Map VII. Surface Owner Agreements VIII. Adjacent Landowners IX. Regulatory Permits X. Primary Project participants XI. Plan of Development Appendix A. Environmental Compliance Appendix B. Soil Conservation, Sedimentation & Erosion Plan Appendix C. Stream Crossing & Wetland Protection Plan Appendix D. Pressure Testing Appendix E. Reclamation Plan Appendix F. Fire Prevention & Suppression Appendix G. Hazardous Material Management & Spill Prevention Appendix H. Safety Plan Appendix I. Water Discharge Permit XII. Construction Schedule XIII. Sensitive Area Survey XIV. Weed Management & Integrated Vegetation Plan XV. Wildlife Management Plan XVI. Emergency Response Plan XVII. Traffic Study XVII. Staging Areas XVIII. Hydrotest Water XIX. Pipeline Engineering Standards XX. Storm Water Management Plan RULISON TO ENTERPRISE 24" PIPELINE & COMPRESSOR STATION PROJECT OVERVIEW PIPELINE The project consists of approximately 10.4 miles of 24 inch diameter buried, steel, natural gas pipeline, and related valve facilities. The pipeline begins at an existing 36" Enterprise pipeline interconnect located in Section 2, Township 7S, Range 96W and terminates at a point, on property owned by ETC Canyon Pipelines, LLC, in Section 6, Township 7S, Range 95W. The pipeline will reside totally within Garfield County, Colorado. The total length of the 10.4 miles of pipeline will be installed on private, fee lands with the exception of approximately 675 ft of Interstate 70 right-of-way, 100 ft of Union Pacific Railroad right-of-way and 160 ft of Garfield County Road & Bridge easement. Construction will occur with one construction spread and is scheduled to start in early winter, 2008, with the completion of construction currently scheduled on February 15th, 2009. ETC Canyon Pipeline, LLC has requested a 30ft permanent ROW width along with an additional 30ft of temporary construction ROW. The permanent width may vary dependant upon negotiated agreements. The pipeline will be installed immediately adjacent to existing pipelines, where possible, currently operated by Williams Production RMT. Five temporary staging areas, located on private properties, have been selected for use during mobilization and demobilization of equipment and for the delivery of pipe and materials. ROW agreements, to include one 2 acre staging area located on Puckett property, one 1 acre staging area located on Solvey property, one 2 acre staging area on Potter property and one 2.8 acre staging area located on Mahaffey property, have been obtained from the private landowners. The fifth temporary staging area will be located adjacent to County Road 301 on the property owned by ETC. Temporary Access permits will be obtained from Garfield County Road & Bridge for access into the fifth staging area. Access Permits will not be required for the other four staging areas. The staging area located on Solvey property will be leased and converted into a metering and liquid collection facility. The pipeline will be operated on a year-round basis. The 24 inch diameter pipeline will offset existing pipelines by a distance of 15 to 25 feet, unless otherwise specified by individual landowners, and will be installed at a depth so as to allow for 48 inches of cover above the top of the pipe. Although the time period for construction falls within "low flow" season, where irrigation ditches are encountered, ETC plans to use flumes and/or a "bore" technique to cross under the ditches in order to maintain water flow and to prevent damage to the integrity of the ditch. The pipeline will be installed in compliance with all State, Garfield County and private landowner stipulations. Approved utility permits will be obtained from Garfield County Road & Bridge for the proposed road crossings. The "Directional Bore" technique will be utilized to install the pipeline beneath the Colorado River, Union Pacific Rail Road, US Highway 6&24 and Interstate 70. ARO coated pipe, with additional wall thickness, will be utilized for these proposed bores. Detailed construction plans are outlined within the Plan of Development (Exhibits A through H) of this packet. Holms Mesa Compressor Station In conjunction, with the proposed pipeline project, a compressor station will be required in order to compress and dehydrate the low pressure incoming gas. The proposed compressor station will be constructed in Section 6, T 7S, R 95W, 6th P.M. and will reside on a planned 9.18 acre site on property now owned by ETC Canyon Pipeline, LLC. The proposed compressor station will gather natural gas from an existing pipeline infrastructure which carries produced gas from area producers. Dehydrated gas from the compressor station will discharge into the proposed Rulison to Enterprise Pipeline at a sufficient pressure in order to enter the existing Enterprise Pipeline interconnect located north of Parachute, Colorado. The proposed Holms Mesa Compressor Station will consist of three (3) Catapillar 3616 gas fired compressors, to be housed with a building, during the initial phase of the station operations. Provisions will be made to incorporate up to three (3) additional compressors, of a like size, for future volume expansions. The phased approach will allow for compression of volumes as a result of planned drilling and production of natural gas by operators in the surrounding areas. Also included as part of the compressor station, associated equipment will be installed to include a slug receiver for the purpose of collecting liquids which may be received from the low pressure gathering pipelines as a result of periodic pigging operations. Two (2) Glycol Reboilers and a Vertical Vortex Separator will be installed in order to dehydrate the compressed natural gas to a condition acceptable to enter the Enterprise Pipeline. A Process Flow Diagram (PFD) is included in the attached drawings which describes the listed equipment associated with the facility. Liquids collected from the operations of the facility and as a result of the pigging operations will be stored and then trucked to an approved disposal site on and as needed basis. ETC anticipates a collected liquid volume of approximately 400 to 600 barrels per week will need to be trucked from the site. This volume will equate to 4 to 6 trucks needed to haul the liquids from site. Only County Roads designated by Garfield County Road & Bridge will be traveled by these transport trucks. Geotechnical surveys have been obtained to insure the soil characteristics will support the proposed equipment required for the operation of the compressor station. Proper compaction of the site will be achieved prior to operations of the compressors and associated equipment. (See attached Geotechnical Report). ETC plans to install electric power lines which will connect to a nearby source, owned by Holy Cross Electric Company. The electrical service will be used to power lights and small pumps only. No full time lighting will occur. The outdoor lights will be used for nighttime maintenance or emergency use only. The lighs will be positioned so as not to adversely impact the surrounding area. An 8 foot chain link fence will be constructed surrounding the entire compressor site in order to protect the general public and wildlife. The fence will also provide site security for the compressor station. Access will be approved for ETC personnel and approved contract personnel only. During the construction phase of the station, all vehicles will be parked onsite. No offsite parking will be allowed. A permanent access permit application will be submitted to Garfield County Road & Bridge for approval of a proposed access off County Road 301 entering from the south of the proposed compressor site. A "Noise Impact Assessment" was performed on the entire property, owned by ETC. The results of the assessment were utilized in the site selection process. The assessment was also utilized in the design of the site and station equipment and buildings in order to meet or exceed noise standards set by the State of Colorado. The operations of the compressor station will be incompliance with the prescribed standards of 55dbl (daytime) and 50dbl (nighttime) limit levels. PURPOSE AND NEED NEED FOR PROPOSED ACTION: ETC Canyon Pipeline is proposing to install a 24 - inch gas gathering pipeline to increase the capacity of the existing natural gas transportation system. The proposed pipeline will gather and transport —240 million standard cubic feet per day of natural gas at expected operating pressures. The actual gas volumes will be dependant upon available produced gas and operating pressures. The current pipeline system is at full capacity of approximately 20 million standard cubic feet per day and is experiencing high operating pressures due to the increasing produced gas volumes. The proposed 24" pipeline is designed to handle anticipated increases in natural gas production from wells currently being drilled as well as future wells to be drilled by operators in this area. The pipeline alignment selected is immediately adjacent to existing pipelines. The route was selected so as to minimize disturbance of virgin ROW. Construction of the pipeline will utilize previously disturbed ROW to the greatest extent possible. The proposed Holms Mesa Compressor station will be needed to compress and dehydrate the low pressure inlet gas to a higher pressure which will enable the gas to enter an existing discharge pipeline owned and operated by Enterprise Pipeline. The pipeline and compressor station will increase the capacity to produce and transport higher volumes of natural gas to area markets. This proposed action will benefit the producers, local communities, the State of Colorado and nation through the increased extraction and deliverability of local natural resources. c ce r. 0 z 3 4 5 6 7 8 9 10 11 7000 6033 5000 4000 A 3000 0+00 TOW ELEV 5234.2 20+00 40.00 60.00 ao.00 100.00 .20+00 40+001 40000 160+34 200000 Project. Route Map 020+00 240+00 260+00 263+00 300100 MOMIC.M. SCALE 2000.00RTIC44. SCALE r 2000 Project Profile 320.05 340+00 360+00 360+03 400+00 SEAL 1. 20ar 420.03 440.02 46E003 460.00 600+00 GARFIELO COUNTY INTERST E TO 7000 WON ELEV 6240.0 - - cox, 5000 520+00 4000 Project Location Map REVISIONS REV DATE DESCRIPTION 0407104 el ISSUE FOR BID LEGEND NEW PIPELINE IWLIAVS 04201+00 000.140 ISSUED FOR DATE: 00171013 BID DAM lEscasiumisc. 1.1 NOW, MER COVIRMW1111 INITINVOrr Of EAU PRIN.I.rf MEW VIONIAM Kan ow.. pn.cr. Ir 0 /CI ritEMEDCR NVIESINTEIMO NNW/ KAMM NOW 0.14.11YON60TXMCNI OF TYR r110.1011061AN1011.61PACJIGI 4000004000ICATOOFNITUr11.1101,1 FIPTIJNIKOINSTIN.T, MIKV,1141 MARA., IMPT810711.017 OrD1.011,1011...0 WALL IF UDE PM MK f011114.14.111011:201461WITICUTUNBIltt MAU EPOSURVOCYNXIMONEMIP ENSERCA DRAWN DESIGNED CHECKED 0005 CLIENT REVIEW 0005 CAD FILE NAM SIGNATURE Ct, 00 DATE 40/20,008 08/20/0B SIGNATURE DATE E 04173 -RM -00 ENERGY TRANSFER Ronson to Enterprise Pipeline Route Map ENSERCA PROJECT NO. 04173 1'4005 060404040. 04173.12M-01 REV 2 3 4 5 6 7 8 9 10 11 V A B C D E F G H J VEGETATION & TERRAIN OWNERSHIP CO -CR -12 CO -CR -13 446 CO -OR -12 CO -CR -11 INFORMATION g SO.VAY CHEMICAL, INC (AMERICAN SOD& LLP COUNTY ROAD 215 q3 SDIVAY CHEMICAL INC (MAWR soak LLP) WILLM04$ PRODUCTION RMY COMPANY 2.268.3 FT. 137.47 RODS 12 215,2 FT. 13.04 RODS r 5719 FT 34 R2 RODS 2.465 ,3 FT. 179.72 ROM ENVIR. RESTRICTIONS f �'`~-. ��--- �, '' r �.,`., TOWNSHIP 7 ' - } tii �L tii i� f".rte 'f w" 4' N...,,--',./ � � # /J s • { ICO CO -GR -131 r l� . 1, 4224 •' • p -f f _ NI \ , / _ CO eAraEn MUNE �~1 ''�., 1f�,� ~�;• / tit f , -GR -121 r /w/ CO -GR -11 I BEGIN SURVEY ry� Para�✓- chUiO Creek 44* •���~�'� `'\.\ • r. / 4'E ✓r'uxlDlowN rlv ` v�Rp \ �Q?i ;+��a�{+ 1 �' . �.,,�' �1 - i" rIEi6 ADHD '9p % l,,S (t (+ ' T� �- �•\ L r +'t,,,.'.�Je' s mg DMOCPIP[U \MA MEM I 1 �1., E •I -' .. �'.__„mak" /'✓.✓ --\., ]�- t ,yy" , • % `RFIELD ROAD •"�- ,, WIWAYS b' PPCIAIE • �,,. `t2 �\. 04680WN PRUNE '� EYAW 5 PIMIM[ ,� i' •i s MEST 1 4 r 7t` ' \ , �j- 0443064 PPM 1• r may.... r/' e, SECTION 1 !t y-. "T(` CNCAMA PIPEUNE '68 ' rp �•' E, E,•1 1960 BRASS CM ,,g !?'qO ... , v WELL PAD I 44 \ r}D, (DICE 4;M. -. �.i• i T _ '. CAAALLD COUNTY SURWYON/ •y' '�,_ �, ]�- 1 R " �a 'E Lf iE3su� !6 �• N. La �` tt fi - '' txauu Jf� Ian � .W t2 \-: i \-T0i0p JE� �' w4 �i31 `?t . �!` 1 ''\, �' .+E� L f ii' '�.r. PIPE* Y \ ,1r '.i FENCE ,. ;. ;. .,. OWRNCAD PP010 \ �. = oWMO NKR •\. 41'02 r f. = FORE \UNOE0.0AOUND TFUEPHONC i[Mtt ; ' A 4A', wRUA@s SO %PEIIXE -' - OVERHEAD POWER •'7 •• '11, `j t ;G'• --- •}*'4 ,11 ` i \ �•` '� �. 4L 9++Mp ti• '+M1 ` UNDERGROUND POWER UNE \'\,\,.: r �E \•\ D611•r ` TZE''LE4. E� WEST 1/4 / 4'....1" r'E • .'Y.y ••�...EI. f - • Ai• • '*k -E.. 1 CORNER i ? (1 .. y •. ,., SECTION L.�. ' i 111 • ,\ 4'\'•••• M4 BRASS CAP 1 4 fARFIELCI CMEINTY_ CALf]RAOII L ,i4 1 • w 1rit. {`, .. '� ^h-_ b'Q7 !➢ -�...1 ,qty"!f . / b Q7 [U01 ,.. \�!RND.1.118040YRI „ • _' .. . .)�. .,� \• ow ti .. '/ 66�Op -,,c;- �� •- , ��yf3 •- ,• } :.4.111.....1,\.... , 3i� '•. PENCE 4.�►•• ••• •'} PROPOSED 24"PIPELINE !E� ti,_ s� Ti 'r •.• wr J1. " r ��'� ty 'Fry//�^''h.�', ^'• •- r �E by, ••••••• .. •••••••N.,.... w.. :::"...E• ^7pik h,0�, 'y� •�4� X41, 11/I '"E� P.n ' E+� rl. E. ..,k• `rL . •f ~Jr'. Y".-•E, q.� -4L A� �, 4•, � E1�1y � # ).fr .,, a ..4 +' „�e•�f' 41',."' 'ti�'t.... *•-- i S i[ yy y� 4 Ly II C i f 2 8 i i 8:' t b 6b5II b Wby b b jby b b b u 8 Z 13 Z. Z B Z.Z.Z e 8 5 t l 2 LFj' b b 1 a Z. Z.B s jp 2 t' b aii s C ! @ E� i l i l l i N i t b e�b•• ■b 1b fb� eb, 1,b� eb, ,,bl ab• 11 a3 0 aT F 5 F 5 0 5 . j1 Iy . E Ililt b b b 5551. J 5 5 1 s 6 �r 1@ 2 s. t. jy t ,133 5 i @ 8 & 8 y g @ y; "j } jy yE & e N i al i i i of E@ E E i 13 `0 bb bb b b b b b b b 58616/11510556.$51.1116150. y i l i i i bb 13 NI ib OA O R EhCAXA MUNE IQa('R �, R� � PROPOSED 2C PIPEIHE II q Wit t pb b yb db d s• I! s S V- RVQ RV�'r' a " 1 in .�7iQ11 RV RV ^ PROPOSED 24• PIPELINE @ 1 b 2 a! RVQ V� aV n J %, . As/ RVQ PROPOSED 2/• PIPELINE •- s •- S W ..- 30' PPEUNE ._.1 Rv RVQ PROPOSED 24 PPEUNE e: c i UINCC QryC 9g EE e Days Delon YOU Dig: E E S i S 3 ik: I2-1I,'E gEigdd 0600006 ,k E E 00000 E Ogg x 15 1$ 0 000600000g Mggds tk 06 il 00 �i t� 1� 000000000000000 00000 ROW DETAIL C3 STA 24+83.8 TO 26422.5 dd ,HD 060AEt STA 0+00.0 TO 22+633 ROW DETAIL ROW DETAIL STA 22+68.3 TO 24+83.6 I STA 26+22.5 TO 10+00.7 d 6 et el ROW DETAIL STA 30+00.7 TO 88+02.6 6 !3 ^ 6 g g HYDROTEST PROFILE NOTES: PPO2E1004Yoft* a acro UMW usISS ODOM MO "7.IMM N M1MOM M4r=1 re MI [EY 5537.0 RADAR MOUND IN x006 OR 110 NS 1 NOD ---4-- - / .0i ,/ i • _- -------..-- - -- - -- - 2 °e4' � w" pp1l{N 11[ Gi�0a1f1pNNORX 1 swo v g gq b 5 S 5' 1 E b Gsi S DSi $g bb+ of @ 071 ltl b a. ,� b la Asn a / k / V. _ --- .-. L___ ..--- _ - -_- __ _._ -_... _. --- _.. ---- ------ - DO EUV 5175.1 3 RPp1I.E AO.... a01.. !Ltl[, .rO lObt NLaO WaAY. 00116VC00 NOL OR 06 NR 600' 2M1O1 NO TO Mame AK ___ . __- --_. 5200 0+00 2.00 4+00 6+00 - --..- _. _. _ ,_...-__ -- _ 5+00 10.00 12+00 14+00 16+00 14000 20+00 22+00 24400 26.00 25+00 30+00 32+00 34000 36400 56+00 40+00 42+00 44+00 46+00 X0620111.1 SCALE 1' - 20V.1ER71CAL 38.418 1' . 200 4200 6000 62+00 64400 66400 56400 60+00 PIPE DETAIL GENERAL NOTES/LEGEND -------- TOMNSMP/R2/10E UNEa �' u i a a a SECTION 1.00 SECTOR OWARR OI SECTION ISMER 1 6 l ��a+ - 1111 . ^ n � F 1b n NPM UN O UIXOOO lt57 STA1ON ®1E665T bY © O y O t b I © 0 . k 0 ;1 O M 'a 4 &I 0 + 0 pi is 0 © O OO1 n Aa OO Ob�O O � O 9 O - R O oil' eg 0 g �3F ^FORMAI PIPOM -•-•- 1056 6 UNE 6 2, ' 5 61 SEG * NOM MOOE00001 Pd PRq.O EEdWRM PPD3E IPS. 11.11.0.5. 160 HEL 0 110/02a ME S 10011110X Os1Rw1ID1 a R6 6 Mu. gg1/R% 0561000101 Sr00NW00A 02040. 711117: 27. CO KKK. la 46674 b +w]5 �• O § }ITT e § ,y 4 3e II O 4 610 24' x 0.375 NEW E6. ® W.T.. API 51, 065, STEEL TINE PIDE 17.7 +0 $ FOE T§A�2 6{ We 5 g § F - u I eEs 306.0' ® O 0 1a ; 21x3 N §yTT §212 Of el ia 12 •' s 604.4 ® ® 5 k7 81 e4t+.a F: 1� 8f rN tl 2.100.4' . 111ZONE - SUMMARY OF PIPEUNE MATERIALS SUPPLIED BY OWNER REVISIONS N E C� ENSERCA SIGNATURE DATE - 4 ENERGY TRANSFER RULISON TO ENTERPRISE PROPOSED 24'PIPELINE STA 0+00 TO 60+20.0 GARFIELD COUNTY, COLORADO ITEM REV DATE DESCRIPTION DRAWN CL 06/17108 ISSUED FOR DATE: 0017!06 BID • yI+4 gQ�577gg0 /��MI 6j rBDESCRIPTION ici i.R4 t. K65: gi �Q33000ANTITY 544 LL DE31GNE0 SC 08!17!08 CAT1 ENCINEEIVING CHECKED DD 08!17!08 APPD' MIMOIAYOTEV2D0IO12CX®MwEN.RAITg5VN656W1I aL001*45RMORROxa05fl?05(STADRM6 100+51. a6NP04100 8014(Y !*300 E TVION PoRaMeRMCO! 0x1061100604:d00iNfiI 41104 aaxAxon2araa1 11 CLIENT SIGNATURE VETE REVIEW STI611065N'R OUa6#011G110N0NOTAMNGDPBMA1ua 211110111 TUMOR DDREB6WNTI . JJ,* Nfa DUNG 0JT0INONID2110r AT NE 1040 RINFOR DIE L6EAM21110.aLP6tm APpO, - . ENSERCA PROJECT NO. 04173 OGLE 1'.200' aUWIN0IALNALL 04173 -AL -01 REV 9 10 L0EeE WONT'TTOMA D00ak CAD ALE NAME 04173-AL-0I.DWG /\e 08 MB CL MOE FOR BID A B C D E F 0 H N N:\04173 — ETC Rulison to Enterprise Pipeline\15 EE m0+ A 8 C D E G H J VEGETATION & TERRAIN OWNERSHIP INFORMATION CO -GR -I1 CO -GR -10 117UWWS PRODUCTION RMY COMPANY 11 MOW CORPORAL f, 7.686.7 FT. 46586 RODS 3,313.3 FT. 200.81 ROOS a ENVIR. RESTRICTIONS ..' S TOWNSHIP 7 SOUTH/ RANGE 96 WEST, ;'v 6 "* • ~r. i tid f ... « TOWNSHIP 7 SOUTH/ RANGE 95 WEST lI /`E 1��� ��� WELL P y jiff -/-..,® 1 ti�titi '-,.� r� / i/ t i., '1r' �� � �� ✓~1 THISB UL iC �� •� i,. A ti ` [X41.46.4 PIPEINC ■ r � # :.J, .. . _ � ,��� num 30• WNXE � �f..+ -..".......r _ ti fl I toxc6p . ,�w_ u �NT ,�� ; n �+ , 1 FEW ROAD 7p 66 If ~ ` �� Ntl ti a0 1 1 ♦ �- 4p J.•• 6 J lY {V • r' •a�' fn V1 `'�.466'4.iCO-GR•101 \ ik I 7 1 : rb \.,� ;2/: vieloo • ..... 'n "'� ' 'Q/�L. VALVE SITE "'ice t +`'�y' „ 3",'c•`• wXLUY4 EINAR (3) • J - ✓ • ,�,,,,a 4----' �f f� ��o" ��� �.y�� L 'i 6 ' ' ._-� .r ti / ,a6w6 0.0y _. ' 1` EDNY� V r �I,av , , ` j .. FENCE j ./' _ y� 30' PIPEUVE /f_' /, / wro { n ��,�y j nu ROAD „_ * i / `�e ' > ' �• ' 'roB„gym ,Y,�^.�, '-.,, • J E ..d," r\ / - 01+104.-r.„.....„� , b---4.---4:4-_.,, ~ ~�Ay ' r' FlELD ROAD 9.1 �� PL PROPOSED PIPELINE COHC PhD �\[\\' U\NggNN 6' PIPELINES ����������� ` VALVE S11E i d WILLIAMSii _.t✓.>.i; .' WIEUxES (3) 03400 M� N0r x .� �mem �'-`---/9.-..„...47_,,,__,9-44---,;71 -// t 67400P.lb 1',t --•a- .. VALVE SITE •.--7616-- 'k6. 'Ma_- '1'V`W'�ti�R �q,Op, PROPOSED 24" PIPELINE -Now � • ,,,•••.,,, ' ''.� * /.,-- e /-fir � {r � .t.. i, VALK SIZE /, y . _ ,r / .,1.p F' UxxXOwX 6' MFNNE o< �SJ1A PVURIE 61(0065 30' PIPE114C .-4MN/ � OYEANCAD POYIFR i CS>r I /"' / '/✓ 001'JL �r ti%"..A. \ Cr INMATE PIPELINE z '\ j / 1 ~ Pti `�UND�IOYX 02511610 PIPELINE ROD ROAD JEKtD Rr02D '' .4" ' 200' 100' 0 �� 200' ODD' I <41. . j . Y• VALVE SHE JI `�YAUWK JO' PIPEUNEL PROPOSED PRUNE - - ►r � �,.+rilei +�� -r i.1�OVERHEAD MDR 0641.4X.4 PIPELINE SCAIf: I' • r ,+• 111 �/VV i ff BA515 OF BEARINGS: 200' 1 .gtAIL 1.+F,+- ."-'-.,�+ r 1, GARFIELD COUNTY, COLORADO 1� •.� �'+IN 0009,.400 55306 wwE CENTRAL, k. 080 27 I I.Allr bb Y 1w16 5}xx i B ®c ipli 6 b 6 yy a D, c ® 5® c X9,1.6.425 30' PIPELINE R46 -V, T PROPOSED 2/' PIPELINE /'VALUNIS 30' PIPELINE ! ENOARYP i'- ` HAL__ PROPOSED 21' RPEUME $. /, PROPOSCO 21' PIPELINE ,C { i'9, PROPOSED 21' *PEEK XX11V/5 30' PIPFIINE 3 1 a l i W61 a y l3 S B c & li 8b i Ly b WW a 8 S e S g 6: 13;3 6 d i! b y b yy a S B S B S a i a 3F if c i i a f b VS b b b b S• S• .+7 3' S. 5 c Y, 8 illII b b b b b b 555555. p 1 81 • C S & i i �' b b b b b b R 5- 9 5- 9 ;E 9 I UNCC 6D6y1 BIbn You [4+y: 5 Day 'h,Wor 5 15 5 a CM 1400972.116/ D16N x,,.,DNE6.9,6 g I71I iF i 1. a 7� l ` l a G d ROW DETAIL ROW DETAIL ROW DETAIL ROW DETAIL STA 30{00.7 TO 86{02.6 n STA 86+026 TO 97{65.1 STA 97+65.4 TO 109+36,1 STA 109+36.1 TO 117{73.8 g p{ }I i 3 el H g 5 0 9 gI ti i i _ Y $ 000600 g +� !!!111 i 6, F i +2. �S Tte 16j K A 0 0 a A 5 a t� I 6 0 a a 4 �y yy i i {, i i dl 0 6 0 5 d d d x R 5 ry k I� # Z �t g A (9 d 660660 d■ 4 { C$ Ad 6 frill 0 0 0 0 0 0 0 5 HYDROTEST J G._ d NOTES: MOH OM 4.6463. ff ROYI 1180! 0612780/8 ALGALS •1:"." ." it In+. W wid 6** .tp 4.1606 Iµ1MIMM/Nd F h0+ MI 90YR 0011I20.11f1 ` 7� IOWOIOf ILLIIMl5D10010 PROM DN�Ia11Oppmr6m*s. MpIWe1 0+0,09 � 80+x11. 00016E IxDI1V0661IDIDmN____ Mel io Ufa WOO RINO IMOIL mow O NAY 50665103 9 010 WE WOE 016' 67101 NIDA b 9!01"0 9]61. �EE011 6500 y-.__-- 5100'J i 5]00 ELY 5171.2 _ __..__--_-__--_. h h NAIUNAL ORM Q --.-----_________ __ $ - -- I 3 vp{! 3 + Y� ; 52008 5 --- 1 - - F_ _-- - _ .. _`- - - aI- p II a - - - ---- 5 a .� � dd E DU DtV 513e.e __ -----t -g a 5 Woo ld DEV 8134A� .LT_-_. --- 5100 00+00 62 00 8000 81+00 66+00 70+00 72+00 74.00 76+00 76100 60+00 82+00 51+00 86 00 88+00 80+00 15+00 64+00 84+00 943400 100+00 102000 104+00 106+00 106100 110+00 112+00 114+00 1407620MTA0 554211 1' . 200'.0581150 SONE 1' . 200' PIPE DETAIL GENERAL NOTES/LEGEND ; 9 IY i ;ITT,........,- y R �A ��� ems.�[[ 9 C m 1 bat 5. 9 IE 1 bt2 S. +� q 1 �� abg `T R 3Q 1 "1 9 IE I a3 �7 7, ©O 0. .4.. O; 011 - O; OR O OY - 9. 8 (/�)'Rd j' O i s S QA' ♦.-3 O - 1. 4 O- O a O q (/]'�)Ot j :,8 P➢ O+ S _ Ot S - 0166 O.' .- O E - �_ Os O+ S - 05 1 0+ S O 9 IE O b , r �• 0 O W '1 -:-------- 70'NXS2SP/0440x10 UNE 90012014 VIE ACTION QUARTER 1 AC110x MI08E6 0 CADMIC i[RCPtATY Sf 97.4006 ® WOOS - +++�- ' 402 IA It MVH 0.12.5. IAN0AR0 /0110206 PWNA - PDX1R INE * ' •'61 tA0VE000035 MI 100006 NR x01FOR MUG 9,p 1180.1. PIK*18185. WW1= V 06 wawa 94004160& IXV0. 91001: OOlOW00 7d' W017. W RES f 5 9 11.16 g e �, 1 3. C y D © 150.7 yQ�T d A., g 00. r�� o 8 9,22241 2{' 0 0.376 w.T., IPI 5l, %e 5. EVE NEW 9TEFl UNE PIPf 5 }IT 8{ , ,, 5 d 166.3' 0�Qx 33• phi 0I }§ tlf !8 Y M e 5 y� BJgi u. .. 5® 351.3 ' 936.0 1 ® 25.1 © 6 14, 6 11. g 9 G - 11111 ARYN. SUMMARY OF PIP EL NE MATERIALS SUPPLIED BY OWNER REVISIONS F RCA `N 06509,41.4 SIGNATURE DATE - ENERGY TRANSFER RULISON TO ENTERPRISE PROPOSED 24' PIPELINE STA 60+20 TO 115+20 GARFIELD COUNTY, COLORADO ITEM DESCRIPTION QUANTITY REV DATE DESCRIPTION DRAWN c. 0&17108 ISSUED FOR 00051 09'2100 BID 24' . 0.375 W.T., API SL. %4 , FBE 5,311.0 LF DESIGNED SC 01817108 2 . WE, ATO 51. x65, F8E ,56 .0 if � � FE ENGINEE121NG 4100419,00 DD OBT17R18 3 CAT24' IC TE CATHODIC TEST STATION 6 FA - APPE7 641550AW 01001 EECI6DNC 4106152WIeVN11 ■IM WIMAQR Of IEmmwm0a08aecau006.1 6660 11ADE,ut0Nm0Or. RB MUT DI1001UNABA6EIREOTO1 AILIFOIRIM 18800W I ORM IMT D6 EDB105 011E P.M OP ON MY DIM 141014 18116605605 AWD164A11O110+7AM6ht0Ix1NAf10 CLIENT SIGNATURE DATE . REVIEW 6110N0f 1xT0T11N011e"A60NMieI COWRY 0f 0M6ACAIAJHTIN0 NUPE PIM FOR ME ORIZED USER WITHOUT WARM Apply _ ENSERCA PROJECT NO. 04113 541.42E 1'•200' OFAW9x110. 04173 -AL -02 I xEV B �60 ISCGOl aIo amotepM CAD FILE NAME 04173AL-02AWG 09'17108 CL ISSUE FOR 610 A B C D E F G H J A 8 C D E 1 F 1 G H VEGETATION & TERRAIN N OWNERSHIP ax CO -CR -10 INFORMATION t ExxONNOBL CORPORATION id 5,500.0 FT, 333.33 RODS ENVIR. RESTRICTIONS r s ,.,� i / /'' TOWNSHIP 7 SOUTH/ RANGE 95"WEST 4i TO �..., sH/peso \ / • T .0, 6 .• /O? . / G +.r \ \ / •�i �C » - / t l V �kik/ r \.•7� ,.....,.•...•...�...... GF$S \ \ Numb +� 4 �,� FST t y T01YER1 POWER 1, . OF WATER y i / •....,.....•u r • /� Of WATER PROPOSED 24" PIPELINE % C"'"`" "' Of BASK ' `*'2•� / OND �RE{O E SWAEE-, I �DRADUGE DITCH - P P itilitil° .t 3 ra FENCF bt6' CNC PRO. 1' U D ROAD / / • L� /JJ I , `I • 1' EAD Po' U a -Z-IP-�'� P� P 2DW0 171W0 122W0 •124+00 124.00 126.00 • UNNNOMN HMI I i �. \ RR; 115.20/ - 7 J-__1• 27.W,121.00 d'29wo 137100 _ / 1 •00 1' .0. 7135 46.90 7 '/ 1r0.20 •. %•.1 !, •, , /rte // ,• , / E1' 177.ro�'IkWO_I$9•W,NO•AO_141.ODY142.00P+14f.00e 14+-�145'1��FI Af R �y /y�\ 171.69 1 \ • ((ma�yy A // / y"ry � // 1/F. /1. -.1/ -// // // >r\\ ; / : / '; YS E• ' / .00 ' {17M0 /� \ YALLUYS PIMA .;. ;- Pay P 1¢0.00 151.00_1620.0 1167100 151.00 156.00 1 , � 0.80 164+00 150.80 181.00 162.00/ 1E3.00 / 16000 1.. , � / 16y.'00 ' 167.W 166.00 X 189 • ' a / ; � / - E ��/\ \ / -/ / ,,,,,_//-//_,,_,, --/H//,'--/1-/f-//-//-N-/f-/F-/,-/I--// /HH!- // 1/ 1¢1 '-' q _ t SWAIE TOY- / 1 ` / ;/ // ./ /i-;/ /. / // // ,/ // :•, /: P--- P P ••• _ �j. 3 I/ FIELD EMD• \,�P •, �OYERHEAD POA4N�- P P P P 1► (lTs, ; , j ' \ 4 a ,`1RILAYS 50'PWEUNE •. cc; / • 200' 100' 0 700' 400' ... - _ ... .- . - . . _.... •... -• _...-•••••... •I•^ww'nf'II'4' rEEEEEE� a _ J • GARFIELD COUN , • LORADO 7• BASS OF REARM 1'• 200 �r w p, - - COLORADO STATE RAM CENTRAL, RAD 27 Q 8 $$ PROPOSED 24' WORE ¥-,- ROPO5E0 24• R RNA_ HPEINE RW_ ! ! PROPOSED 24 - RW- W---- RWT-- RW-- max R 1 - A la gg I■E $ 9i g b 50 8 °' C S b b b b b b $ R 5 11 g y t. j I� L5 6L $ 8 i ■ ■ y 4I d i 3 O1 C �yE� i 8 i b b b 0000 b 440044 61016 + b b b i1 y G E' ISIS b MLN ..-M ...,-., w9JANS 30' MEUSE .... ., b r C t 4@ 1 p t, V 1 g g 1 PI R b b 15 b 5 ' "-- - Rw-_ R {� O b Ib� if .. ,.-.. yII v . . ...............^T. -..-..-.r..«- 91Uµ25 30' PRUNE y 19 'N A UNCC 1/11,1111,1:31301 .i K� t� 1D16t Wore You Uly: i € 1 Cat 1106927 -AEN ■ ■ CM: VwN.ONCC.So 6 elA 5 a g t T1 1 1 1 1 ,( ,( ■ E&6EEE6 55 5 5 1B A RSR 5 5 R 5R. px ,x �x x� '� ;pL l i i i T7 i 1 1 1 1 1 9 1 7 11 ,( ,/ / Rd 66 I# OAA 6ERREEd6 5 57 11 PAA 5 a ROW DETAIL SIA 109136.1 TO 117771.6 A *s a 2� % A 5 8 5 11 a ,Rt ,vL 2 ay X X % S / 6666AA 5 I. ROW DETAIL STA 117+73.8 TO 157706.6 A 950 a E a ROW DETAIL SFA 137706.44 TO 276+16.9 i ��L L' ,A _HYDROTEST PROFILE NOTES: mom aro 4Y a 4V N woo 1/ II imam rams 0*( x0 •pMaNa.ww MNNle. �-', e, Y'�E4 IM .1.1.11). 41..1 PPE 50.1[ 001 IR OAs 1J 1dnwrt Ulf 1p1 kW/MO RI. tYWO MOM) FRO n oaanucx+ ri=>o>FmmO a9o9L 1061100.1! rclom N /00.114101rwr7Pl501100V1. sIdE.M01s6s1o0100MMRr. 004001011100.000E 000Gt' Pt'011�a N �"i0 "N` 5500 6600 6100 .Y auo A 5 6200 24 CCN MY 5176.6a 5 IP 5 , 9 S. 1 5 i n b 50 5 g B b 5 a 4 a 5 g 5 4 gg C b 50 xuuPn 2400.10 - - - y 5400 'J 3 5300 NON HEY 5169.0 END EIFV 5133.0 xa 5200 _ ____ _-_ ___--. _- 6100 �'• .._ _._. - - .._-.- _ --_- - /�I.�';/N� 5100 116400 111+00 120+00 122.00 }1.00 126.00 126400 /30.00 132.00 131.00 135+00 136+00 140.00 142+00 144+00 144+00 145.00 150.00 152100 154+00 165400 155.00 160.00 162.00 164+00 166+00 166+00 170+00 L06 DIY 51110 NOPo20NTM WALE 1.. 701Y,KA1MM SCALE 1.. 20G PIPE DETAIL GENERAL NOTES/LEGEND 1 3 a 9 ° 5 30 $ a 0 1 a q i 57 3 0 Or F7 O t Qg I. �d 0{,�' 1+ a a $ y k 03© '.1 ^ l,/ a 'i[Q( Sm E, Qpm Elf !� `1, I � l,� I l'/ 1 i 5(51104+ ME SECTION OW6NS 5(01104+ (0 PROPFMI' ME o 1t5T WARN O AL "wow - W O 1NA f0f 9'410 0.5.0 94101015 4 20212:2 E: *- /OREION P9,OJNE 0 ' nU lxlc 41 4004//004 5a L4000 S 419 NOT Max 111 5� 5 maim.606 0001*JOIIOII sKanoo100 S. 0046. PIPET: MOW74' 100 17. CO 0.0.4 0S 1501 9 R 0000 1202 (3 g g ._ pF g a 3 4+.5' 600.4' ® g 2G,1, 1,0.6. 24' a 0.376 W.T., API 51. 065. 705 NEW STEEL LINE PIPE 356.1 4 263 t u y';y - 4 ..y °; C 0 155.2 745.4• 1 �I 113071 j� 1,203.6' g SUMMARY OF PIPELINE MATERIALS SUPPLIED BY OWNER REVISIONS F n(� `� K VA ENSERCA SIGNATURE DATE ENERGY TRANSFER RULISON TO ENTERPRISE PROPOSED 24' PIPELINE STA 115+20 T0170+20 GARFIELD COUNTY, COLORADO ITEM DESCRIPTION QUANTITY REV DATE DESCRIPTION DRAWN u 0&174)8 �----.--_ ISSUED FOR DATE: 03`17/06 BID I 2+• a 0.375 Ara SL, xbs, FOIE ,a DESIGNED sc �17� 2 24.1 0.500 HI,W.T„ Ara bl, x66• FOE 0 ENGINEERING CHECKED DO 0811148 3 T ST 24'0015 TEST STATION ' Appy' TO ISO MI 00.61 ELKIAC C1 00CW4IIwMTINIIm0We0 Of 121SICENOTINTMEWEDCEDOR 61000401aarfau0000149I0Nmccr. rtI1M EOm[FDNS 1PMOF ITEM N6Ur4S5N DSIES FNM161 04 N MIT ml (*011(546 OF LIE 4514120 04 MY 01X0* w41E0r. uW1002IF 54+ *00162Sum. 5101E011 100010 1,tPPICS CLIENT SIONANRE DATE • -- NEyiEw • AMSW 202Of WW1 MM OI0040NMMf&O0A10rt 07t415540/11021Na 111511.02 OAl MIPS SW FOR l024110.061222 TO 04P11a1N011E210101p. In' 1 Apply ENSERCA PROJECT NO. 04175 s�uE 1'•200' OFAYnGNO. 04173•AL.03 REv 1 B 00017108 CL ISSUE FOR BID CAD FILE NAME 04173AL-03.DWG B C 0 E F G H J A B C D E F G H J VEGETATION & TERRAIN OWNERSHIP P, CO -GR -10 INFORMATION EXXONNOBIL CORPORATION 4 5,500.0 FT, 333.33 RODS H ENNR. RESTRICTIONS 5 TOWNSHIP 6 SOUTH! RANGE 95 WEST 1 \ lk, \ikl‘"--C"111%1 Py f 1o/ I• . .. ' • .. •1 '• '' CO -GR -101 / S �. 9 Al ,../ ,'' // p) ' ® / OYERNEAD OOrN/ 9' P 4 / i MILAN PIPELINES (3) t ROAD a 112045 OVUM NATER IME !'' iENCf\%/01C • PROPO• SED 24" PIPELINE �• iroau gRuxuE arcx NQFBS auMAu �p' 1e 1& 1e6 66 lee a ler 1de 00 lee 0D ort /y ovtnxta POWER51M06 te5 66 161 06 +µms /q>�WlretWYS PPDIIF� 40 racl / uxglOwN NPEUxt'7/f--ll l // -I / - - f- - // // '// - -/�..` r '°t'°p W,qp '� i YY• , ti •6Mt� /_IuluY4 MUNE - / //�� j -= �a0 l y / 7)1! • 1 I Mtn+W -1 // / rr / 1.4400 I / \ A 9'•'� /1 MOON PIKE•3 -._ //- - y1 y /e $ tri �� rte' ORAMAOE a1CN r ‘ WSW SIR giOMII PIPEIMF OAIRU6E�RW,4 ••.,r..+` b..s+•M� / 1 _ $ A /. S3 ! 1 1 �` f YRYEiSRE� / / ._ -. e7� j " - `�' // • ~ v +..•• N\ }� Mot SRE 2420 ./ o4 �. L..t \ �u� r /� ./ l **-4.,.., r r y1 p lr r _.---- rr WI .�.. /// n / /. , i l 1y 1 WNW - ' so... woos S6' PVFIME 1 /' . It .' \f,. P. / !! I!- .�._ 1 7 ON3 ,,r .� IIfLO ROAD / /fi e ,�1�I I 1 I k cT/ONS? __ �e ,",� /3 e I t' - / . .. t• k ..a -.. lAE`' .. R .. ,L/�_• 5 . T. 20D' 100' 0 100' 100' I .��� w % _ ' (� ! 00021: 1• • 200' 1 14 t�eaM^b"•'; �"'E+�•:"'+q'` -. GARFIELD COUNTY, COLORAD• ( eAssaetAr6Nas I ..;Ir�IML + .wT • � '4'1'. • ,1 s, . w .1 •• n v.w a rn w •. .4.� ` COLORADO STATE PIAIE CENTRAL NA027 PROPOSED 2Y MIIIIIIE / ��„A 1✓!WLWY5 30' PPELINE 1 t I c / c 1IiII i a b b a b b S k S k k S c iii, 1 i, a a a a a S k S k S c III 1 Illit t as bbb b a a aa k S k S S S S Sg c IpIi 1 1 [ i abab a a b 11 611 S S S Sc gg *1 1 1 3a ;I111ft asaaabbab SSS146 SkSkc I It b a a kS ic t E 4`� 4 MRS 2Sw. 7411440 a i ROW DETAIL k F STA 15T+04A 70 278+16.9 SU ug 4 0 a -1E �Qa1 iR 4 4 9 d 4 4 a i o d 4 4 4 0 9 $ i iiia Lf, is, Odd 6 9 I# Il 5 4; F 1s!a i t 4; g 9 d 4 d iaai aii i ud 9 d FNn 4 4 d 4 4 d 4 d a i i I# g it d g d, 1 g, 1 C _HYDROTEST PROFILE IIOIES: *4124 M1y,p 24 is mars .7 M * ) 0* nw Y bv.irie• w WM 4MNMY. ilI Pa WAS CM 112, MI 1 610i lffA OOM O O9Q R0 NO SCCO MKS o1a99m o e c F� POWS NOMN PINRf RO NWtl1l IWXI rO:Qt on, NO 1009 50010p .995 AMf. 0019201 10 VY I Weal' 51!11% MA RI (24494 WXIt 5500 54001 a a 5 a 6 _ - _ _,_ ___...._._.._.—_.__._._. - .._..__.___—.._ 1 SJOO ei 5700 0 a tTEV 51750 S R ;A C a d P 1 j a 2 1a rf maim 020400 i22 # b S 1a R a# a S , 9 C S d 4 S S S' 06, _. - NCH -. DIV 528011171 o �BEgN _ S '+ S gS .. ... .... ..... .... // .��...•• -� - _ - .. --.-''0',:1',%''' 5100 1 ��; ', :1%, :. END EUV 5171.2 J F _ _ 170+00 172+00 174+00 171+00 I 179.00 150+00 162+00 164+00 156+00 155+00 190+00 192+00 194+00 196+00 115+00 200+00 202+00 204400 206+00 205+00 210+00 212+00 214+00 2N+00 215100 224100 222+00 224+00 LOW DPI 51200 NONSONTK 30111E 1' . 200',VERII0I1 SCALE I' .200' PIPE DETAIL GENERAL NOTES/LEGEND 1 3f ± yya O = & .51. 0 ,I & 0 ¢ ,i1 n O a S 2 r I 3u a ' • 11 i O A n 0: Q 0.• 0 1LI 81 �F� 01 i O 0 Oa �' { 0 1 k 3 ----- TONNSNP/P0NOE UNE - - 9LCTKIN UNE CI scoon hVI1801 --- PROPERTY LPiE 0 0111.3Cee 1E51 mai ® til--I� FOAM P4'fl1NE 1,4 WELL !RIE KA 12000 K*WL00F. teWE MOPE01.00511. RE MPAa CCCOS IOs 10040. N 880104 %M MN. PPM 008111lCigX SPt9AW10Nk 4.6.0.4. OWO. 5NE73' P2R•ONIE C0100.E0 201SE: WO 27, 00 00RRN, OS IRT $ 1,6 7.f I r„� © I a 1' C 24• v 0.773 W.T., MI SL, %63, FIDE 'I NEW SEEEL UNE PIPE § R dddE1': 54, i r e § 20 168.1' ION SE I rynx$§ 196.942 BEG 0.375 ♦T y I 9N.6' V �T 9 Y ® 5 & e § e• 1i 8L' a ii I,S .6' a g SUMMARY OF PIPELINE MATERIALS SUPPLIED BY OWNER REVISIONS eC n `� K CA ENSERCA SIGNATURE DATE ENERGY TRANSFER RULISON TO ENTERPRISE PROPOSED 24' PIPELINE STA i ]O+QC TO X24+2� AFIELD COUNTY, COLORADO ITEM DESCRIPTION QUANTITY REV DATE DESCRIPTION DRAWN DRAWN ISSUED FOR CATE. 0917!0+ BID 1 24• . 0.373 W.T., API 5L, X85, FOE 5,386.0 EP /� /A 2 24' . 0.600 W.T., 51, X65, FOE MO ti ENGINEERING CHECKED 7 W CAiH001C TEST UAW* 4 EA 4 PIPELINE MARKERS 11 EA A A•a9enuTewLOORNEaeEPUSuotEanwPARREVIENNIOLmum ••, IN9AM4 TC 1AIM000IIBPMTISAM W1919d1 A1N0114AK50N R41AI W2` 1110RR9P1R111EDro5EEUIME x01104 EW W MI! R6AICRNOOM'AOW Of AW 4nuA1101 PPOTAPHINf0NII1WENT. CLIENT SIGNATURE DATE •pINWATWOOO110400JWEEROL070R0N*FlT1[RPROIOT. semi .�• • fAMW1raPPSPIXPRESS WW"&C01AO,Ta,951104EnOMERNOApply AOTOfuEl4ePICACAMS RISS PCA 1 oa1WLO WFA0ITIO,f 1PLRllr - - ENSERCA PROJECT NO. 04173 SCALE 1'.2001 wuw240N0. 04173•AL-04 REV 0 0&11109 CL ISSUE FOR BID ORLONN CAD FILE NAME A B C D E G H J A 8 C 0 E F G H VEGETATION & TERRAIN OWNERSHIP CO -CR -f0 INFORMATION EXXON0081. CORPORATION PUCKETT LAND COMPANY 5,396.0 FT, 327.08 SKIDS 4v 103.1 FT, 8.25 R00S ENVIR. RESTRICTIONS i� � •1 �`'"'r'' a- �� TOWNSHIP 6 SOUTH/ RANGE 95 WEST � ``h+h,.,_ �. E �1 rIII , *\ *\,_\ICO-GR-O9i. ti ` J • 7' I '1 P, I 1'!j +,._ti '`/� j I , I j0 1717 r' • . % ,46....6) ( '" ., I , , ' 5 , it ../ , 0 '� I ♦ I PROPOSED 24" PIPELINE I I I 9 . 2440 u"°° 21"___:°_,_ � - - -/ . 40 2n.44 2JOg0 �� 221100 2A7yp �1//:---/,../,�../� /----//-- -`.`-1 e;� , -,` _ --mei I I I4 fel , r ' 4i Mb* 1 i , r ' 26y.P01 1 t Lit 20 1es'0° .44y� '•. f DRAWN �• vas` OEg1 1 / —.---64---- /../,- - ^-, I �� �/ ma, '!"°^ 2x 64� 122-7--/A- /f. /— /f �� _ yy / .��/----/A----//42--'-i., • �` 3 I UE ' -7' ; /fes- /OVERHEAD PoW[N 1 z,7"� // •,,,,. /-' 13 wEu PAD„+. , : _ see ad / "/D N�WGy241W0 2MM0 1 . „ •00 i ` _ • ' _ . P---- ..... 5. '• FEIICE 1t 1 >a44i00' 11 1 I I S ! f -_ _.i, �I 4 � ` AIM l t--•-�—. • - • _ FtNf ! l I 4162E / / ~ %Sq0 Sfl Y/I0 .04,,.'r UN%NOWII PIPEUNE� /t f�!,f /- • I ON040MN PIPELINE • / I •+�7---r ��%�ft' ' _ _ - •--te ! '� )� �// �i • Im • �f •j�- IA' • [ NUM 30' PIPELINE t "SAI WELL PAP 4r0• r r •� I 1 {5 • � l . r�� \• __ 200' �. ,�, kf T v r� ;- 1 100' 0 200' 400' 100001111.001111 '`•• ( 11 1 \\ V • GARFIELD COUNTY, COLORADO _..._ _ EQ CAMS COLORADO SCALE: 1. 5 200' OfREARM STATE WINE CDITRAli NAD27 0./....PROPOSED VO'''''1 ■ g 1 1 1 ��l5 b lb f S■ 0 '� i F y i_ b 65 24' PIPELINE R«- S I AA— it. ,-��-'+-(' ✓,� J RIMS 30' PIPELINE ��� R MTS ,^-PROPOSED 24' PWELK 4'A- e, 0— A li ik- ��-"`(' 30' PIPELINE J F F $ 1 g i 3 9 i LE y F b b C b i @ Ly 11 1y 8U+ 1y4 16 b 16 b 06 0 $. s @ b 6 s E b 5 Iy 1y Iy 2 e b B b b 15 1,I 16 6 SSg SS & b $5 A4: s s s @ b 1 s IS II 2 iC b ill IS b 1Y 8/ ' 1♦! IS 060 i s i •b b 16 tg H p! 9 s j3, 1 u);JCC (srC3 a1 SDMhion You 0.4: p p I, II”: d 0, d d 0,d C ROW DETAIL ROW DETAIL STA 157+06.6 TO 278+16.9 STA 273+16.5 TO 449+12.4 '�f 0, B B(3 t!(S {,q{� ��L, ,�t ,t a '+ R 7G 74 SG d 6d d d 0, d d NO . d d . A d d . i 0, ,Batt q ¢2w 1 l i i i d d d d and 'x� 1111 0,d ��L 118 0,d 6 •t 1B 0, 6 o d 6. j t o ON . 2a A d SSg6g �Sy 6^t tX g� 29� ',� E A P A A AAA NNONN NNN 60 . fA,, Ri A A 0, d 0, say "� AAA A ISR d 0,d A d HYDROTEST PROFILE NOES: /ATE COM N' 0010' R 1510 INAN AEU T1055 I0,01 a h Y 7:st t 6v.M Ri bt y4+ IwalWYh W. •Yh I.0. IMIhMNi b0. PR A7At:v 1n 5m I �ISN'wwe °mNixar ea Efa 166I1o11v AL VINO alm® 54011 q fO5t5AT7A 1"i�w° iA'a�m yaw 10011 Im1100,17 MNL0 F EOM /10 offlefl MN MOW °d 00 ' KM /05 4001 4104 0 109.5411454 44541/04 74144 4K NEW 044' 5500 5/00 _._ -__ ..... Ii,G. J!L[ 0 b 0 Sj 5700 C! $ IE 5 S b 19CH ELE5 5322.01 _ __ i _� __.___�__-` 1! i . __ NAMUA �y /yl�q�I. u/` MOM° .-.___ _.-- . _ _ b P Ys 6 • A b II 0 i E R Z e:ao 5 b 7G 0 5 .� / \. I z.EiS ts,7Pn; S 0 .. -_ ... .__ _ - -- - _- - - _--� ^_ _ 5t "_SIO EIEV 5171.2 -_-- --- _ _ _ —_-. - I - __._. _. 22+00 775000 530+00 232+00 234+00 736+00 77200 240+00 242+00 244+00 24:+00 24800 250.00 252+00 764+00 764,00 254000 260+00 262+00 254100 241+00 NO1112011T4. SCALE 1' • 700',WITICAL SCALE 1' • 700' __ 244.00 270100 772+00 BEM ELEV 5155.4-d 274+00 276+00 276+00 Q O W Cl- Q. GENERAL NOTES/LEGEND g it pp m N ( I 8 mh N J I u j1 8 1 S aI a }0 a 1 U' G, �I Q Xi Q t3'if �x l" R id' a Q. R N mo 53. Q " n= N �/N F Eg OQ a6' i Ig © R ■ Q ulV pry IDp b0, Q Q N i -..__- TOWN44P/MNOE UNE SECTION UNE —0- SECTION OUMIIFA -- PROPERTY UNESEMEN P 0 Gs10OC 7491 sG110N WOW ® TOREON PIPELINE ' — POWER UN[ WE moucaccot SU Lcovos ril MC 5 9PoCIL 5407510. f oat PoR R5u01755700E 06155 A a t56 A d �, 156.6' 56.4' ( 1,60.4' 74' 0 0.375NWT.018 API 066. RE NEW STEEL UNE PIPE g . ,,, 11 p0.6' I -""I 5 4.4 • 142. 336 I,O11.e • e0.s 7.• : _ OE N 4. Te I i 7x4 7 0 • 91.0 d 41006 000051t511 0E011010010 MY 4.1.0.5. dL14. 4177,: gds: 04 27. CO CMU. 46 FEET SUMMARY OF PIPE NE MATERIALS SUPPLIED BY OWNER REVISIONS F n A EN E K C!-'• ENSERCA SIGNATURE DATE ENERGY TRANSFER A N S F E R RULISON TO ENTERPRISE PROPOSED 24' PIPELINE STA 224+20 TO 279+20 GARFIELD COUNTY, COLORADO ITEM DESCRIPTION QUANTITY REV DATE DESCRIPTION DRAWN Cl. 08/17/08 ISSUED FOR WE: 00'17704 BID 24' A 0.375 W.T., API 5L, %6 , FSE 5,544.0 LF A^ DESIGNED SC 08/17/08 2 24' A 0.500 W.T., AM 51, 095, FRE 54.01E A • ENGINEERING CHECKED 02 08117/08 3 CATN0010 TEST STATION 4 EA A f *PEI Mf AVDAY(05405ECTRdiC15W:pMEaMTS.W MOW Wrt 0592 0eu1EDEEDNExaSTaoss 310001rn54w4501. 0 5PATCNDaheRNSO1111® ECICRO 1Erau0PRoNc1 NNNA70NMBl5O5dTIE55iECTUITNEE RMRNCE07 LEVOORMXI WA11dl0f 1171V1111CMONIPfiOTA MAO NiR1A[ T. CLIENT SIGNATURE DATE RENEW 5111W1NEFASPWRE66WROVIC01166140,0451.1ApEipS t0UsMW1110UoUNAOY 419.15 AAT NIS BOLE lI56AFa 1 maa APPA ENSERCA PROJECT NO 04173 sdaE 1'=200' 04173 -AL -05 REV B 06577/08 CL ISSUE FOR RID CAD FILE NAME 04173AL-05.0WG A 8 C D E 0 G H L4 r 1 A B C D E F i G i H i i J VEGETATION & TERRAIN OWNERSHIP CO-CR_00 INFORMATION P0000TT IABD COMPANY k 5.500.0 FT, 333.33 RODS A EMIR. RESTRICTIONS •4' ` `, ati �.1' 1` } - TOWNSHIP 8 SOUTH/ RANGE 95 WEST h ► CO -GR -101 Op\• ' ' E !r 2 "� 11•:171.'..V 17• / A P� ill (V M!4 y ` •1• E E� ~ •+� ,..'..+' t .l �• �..''' •r•••T s •i1M EM ;i � , `! �► y (/3 N 44 \\/ yRu 5 ( .' w '' J ....2.....1 CO -GR -09 #7 ' or rC� �y r +i ,.,;P.' / rW ir pp, + 391.20 'to �A�� ".' G( 7 __da 9"d' - _ I. // -_\/ .44 ,, x -Al- _- CnN0�4 J ;.. u .......• �\ .. 71 / �' 'OO,IpP. -/,----1----i/- • dk- STN. • �s # �b _$.. �p� FENCE y nJ . WN PIPEIMi / I -- --// -. - � 767.00 361200 212.40 3$3,55 P• ' 1� `•� ... i *h� ' by J / r ..T .•Vr ... L. 4' /�.1 �.-, E ~•V' � vg• . • . •�, a r. a�-//-i/- 10.11 20X2030lO' MPELII I K _ 44....... ,�- , =• 14 ; .� f IL K - '• •*'Y• r' a \ I . , n ''• ..1....." K ��1`'/ ' •-. .. - .. • .4 .------, / -- -- ++. -• • .. �-- P •, -_.. ,, �_.... • • } . _ . _ .' • • � J • PROPOSED 24" PIPELINE \ - DRAINAGE 017011 _� � _ ti ~�a` ♦ ` 444 ;;M'S 1., Sb K, ODRA WORx SPACE'• . AN, R°' •tib 303.55 DRWUO[ 4.:64444..„ ����. - -/�---/ - _._. _._ . -�� / _ ' a 1 . - - - .. GARFIELD COUNTY, COLORADO FE1D ROAD � _ -� _, OVERHEAD POWER FENCE •• ,. $ WELL FAD \ .. E �\ 6.. 1 •• \ : tit I �I R[W RO/L� �.tR 7 0RAIN600 NtCx 7 / l'• '66 ]06.00 706.20 1 719.20 a16�00 'woo! 'n'_ - 30400 311 �Y@Wp 31G00 31000 JIJ.00 714.00 _ , - E -,,,i .._ '_ FILO Row Ep ., ;✓ 1 W' �� . r ~„ E / - 00 ,Y � 1... / ., ORNNACE DITCH Y _ /'<''''' r �� .. 4 '�6tA ,/- E� �'P j �T r / ....----- ,��i �� r /� �' ' N'°r' M� r. , • .... w L /w. {1 is UNCC 3 Drys B61on You Dlp: i b 5 c y 2 b a S F b b b b b $4 k5k 9$ yg1 ■ s illi 11111 b b b b b b b k5k�58� c ■ 5■ ii b b b k5k c Q 1�1 b b bIIE5 g S• c g S S ' ���7-"J. �1611WJS �-• PROPOSED 24• `�$ 1i _ -ate r 30• P4'OWOE 1111 b b b g S g c a 0 s s CMI: r-90P9YY•1917 W a CllcA: "ww.UNOC.or9 d d R d 6 R a fa 8 g6 g '. g6k66 6 d 0 � a NO5 d P7t e 6666d ROW DETAIL i a i R£ R 6 STA 278+16.9 TO 468412.4 rn011a A r _HYDROTEST PROFILE N01E5: MOM CCM 0.010'0*wa L961r 19.00 00061E 1610 +n. hE, .lwtirex.n..2 pppp ow boa iM 11,11/FMrMtl M MM001111WWI �9 510 00*0*6 E f°1 WO ro cm AL °p1� mir�01" e..,g, ....,, °"`° ar OGI96CIOt 1WIL WIFE M 54A• 01101 NEO! N IMAM IDK 85DD 1y I 6400 O p ]G i 8wo 1 174004 EIfV 8196.4 �RNif CLF/ 8197.0 0200 1rr0 15 { 8 D ILIUM 09190 88 ;{ b F4 R d 5 11 C S 1 ; 1 ENO ELM 8155.0 la 5 a ---- ----- �u d g.yr/. , r --- - -- _ -- - MOO 260+00 262+00 264+00 286+00 260400 390+00 292.00 294+00 090000 295+00 300+00 202+00 304+00 308+00 308+00 310+00 317+00 314+00 316+00 315+00 320+00 322+00 324+00 320+00 326.00 330+00 372+00 334+00 NCRIZONTAL SCALE 1' • 200',VEROCK SCALE 1' • 200 PIPE DETAIL GENERAL NOTES/LEGEND W J i' �QQbI Y LO .911'11 E I I {. I +. E� 0 �','� ! _ � + I iE 4' O 0 0 a QQ O 0 {��j 91 ICY b L1 -a /�.1 y ` .2" Rs 7 - J 91 C I b ��. Q p m u' 64ol 7b-�1oE-�-1f ' 91 IY Q1 b may,, o o Off'% o ; _.._.._ UNE -fir- picnt 100920021 RPOK Mi U.6.O.S. 01601 RN SECTION115 34011011 LME 1Q 3401101 NWBEA o C2111002 1ESr STOOK n�o3, FOAM rIPEUIIE INC NICIOLO.LOCIL MI LCC/11106 ARE POT RYk XMOIREOX 06rR61110N 0 M! IS MTV MEM. 0161RUC16. SPW10J1O16 OWO. TIM OO.OPAW 73' : WO 27, 05 OMPA, U3 401 ei F 1 ® 1 r�0 _41 L .4 I 1 600.3 ® �p11 i h �i $aj 34y ��n� d g h I.3 rA�R i y 26' Fig rn� „ 1 , I I 1,0769' 1 �p2 Sdg 43 2 yl g P 13.• ® A Lsi - SUMMARY OF PIPELINE MATERIALS SUPPLIED BY OWNER REVISIONS N E R CA ENSERCA SIGNATURE DATE ENERGY T R A N S F E R RULISON TO ENTERPRISE PROPOSED 24• PIPELINE 279+20 TO 334+20 GARFIELD COUNTY, COLORADO ITEM DESCRIPTION QUANTITY REV DATE DESCRIPTION DRAWN DRAWN CL 00117109 ISSUED FOR DATE: 09'17106*111.STA /.ID BID 1 24• . 0.375 Va.. Ni 5L. R65, FOE 5,356.0 LF A DESIGNED 8C 00/17104 2 24'AT . W.T., API 5L, 465. FOE 144.0 U n ENGINEERING CHECKED D° 08/17106 J 1C TE TEST STATN7N CATHODIC 8 U A ' IMOD 120%4191.9E0907891.14.419/011.41.30 *5ON 5 540002PMORO 01Ct. R6 W*WI6DEOpt69NEK911E0roufMUroU EURU3EMM1KK MIX RUN EY1029060r OEPR0E01 CO ON 00 MEI PR0E01. WA. 4 SAW 1.904.916N11.0r A1WHEOM1UENT • REVIEW - N11100105PRp*EPRf91RrNNNWNp10,04ERCAENMEW6Amy8011E LPoL1 +r1 E5Ero6"46ERGLE1m013.10 FLA 0 LOW Y" " WW1 ENSERCA PROJECT NO. 04173 1.4200' pUMTI0No. I 04173 -AL -06 REV B 0&17198 CL ISSUE FOR 810 CAD FILE NAME 04173,4E-0B,DWG 1 A 8 C 0 E G H J A B C 0 E G VEGETATION & TERRAIN R CO -OR -00 OWNERSHIP INFORMATION 3 • •• PUCKETT LAND WONT N� 5,500.0 FT. 300.03 RODS Erin. RESTRICTIONS , • J / • \ /TOWNSHIP BSOUTH/ RANGE 96 WEST : �'- ATIONAL OIL SHALE RESERVES / ' „.40.4...4'1 14v \\ t . ....•. • rr• , /, ?840►,1S9. or,*011, . , ».♦.1.•»•1.12... °'.N►vw�r+"..^ ..."*.s.. ♦".�``• `»,.1c/,`.. �04, ' 1! J/' �� .w'�,911^ •......,•..•... r ... - UNKNORN MUNE `\ » •Hy►MINV d• �.) 0 ? j r•y1►• , •, Y • �(. . I'I _ VE^• ‘le "�/ ` •367.00 316.00 339.00 340076 311.00 342.00 •4hoo PROPOSED 2411 PIPELINE 9 V •, •„•• , 4.4 ti . \ 111.A. � /f y7 4i <1,`�,]p - / .. /1 ar6.00 117.00 340.00 760.00. 960.00 aSIMD 392.00 363.00 364.00 166.00 354.00 35T•W 766.00 rYb 6.0 // -� NJ y L / / / - J \ ; b l''' RELO ROAD = 3 � , 331.20 '''C TAA( FARB MAWS N' PRUNE WELL PAD FIELD ROADs. 3,j ` NAa qta "°'� I ` -//----//--//__/,_____, CO -GR -09 r. ♦ i la e 3E4400 /-___11----41 WELL PAD WELL PAD4. /��1 ]BI.00 t3, � ,365-3p6i0D 3a7 , 306.00 1A FENCE aera0 L-,--//----p---V----//--/ -- �_. r -� //--- /-{ MOD POWER UNE / .' p _ , - ___/:-.--71/----4/-41----// •- r-----. r �`_.; '/--f/.�/ "-mums PIKIWE _� •�- I • Ig X x X 14x r -_ z r ---T �/ ��//,{�/� /�///---//--//'%--lq-7c/---/q---//---/,"T/Y-1///-////-//-f/-//--�r r r/r/_Ll/ � /f //f r r -fir r�-r-r-r A r r r r r �� /// ///. % " 1 _LIQ �,a�" 1 . k.�4 rry P • .' 700' 100' 0 100' 100 <•6 e- s c. sF '• • �•,I '04, -n. ^ scuEl 1' .100' O �' .. , .e.. . ». n GARFIELD COUNTY COLORADO 444, •'BASIS OF BEARINGS: Ojr S » ...*.• .A». • .•• w R .•1.. .. ... Ld.....1 44.4"4..................-. u.. _ , COLOAAOD STATE PLANE CENTRA, NAD 17 �e 5 I c UMCC4,10 9 Days Before You DIG: q •3 i a d �p( $ 54 $ t7 l i yO ®i Ely i .� ,•f B B a ��'JAS R c y�Cs }jt. 8 14 a a ^ 1jG06 B a G a •- a RIM r -PROPOSED 24' PIPELINE II4/--- $✓�,, Ils TMJ 1_ �1_arTi{i17 7F-- 30' PIPELINE M j a g g g NS h lb 1`y IY fSy B .� E] c g S lb b lb .� c aE=� �J s M i CUT:2i0P02CC r7 A 1 CNN: INww.UNGG.aOg II d 4 0 4 4 4 4 4 4 606009 0 4 00 6 9 0 0 ROW DETAIL STA 276+16,910486+12. x R 660 0 09900 ; 4 6 9 HYDROTEST PROFILE NOTES: NOM OWN O. a OF 0 Ma IOWA 06E3S 06061f WM . hK.1w TUEY.Y.EaI rwWw6MM Tin 644 , Nbwn.�"Ir/lMwYY✓ M 1001[ NI IYL 618 1 (A NIMCNX 49446HO 99 CI EOM NOF POI a 0 n1°nia10OXIMOOL ry 6( 11 NI.O[ON9a 12114 ManU0 WNW FON 6TLx, ND LOOL KOMS Ago .Av. 000435EE 9Sf A Of 56 KTX 4.101WPO.10 6200 6500 6700 .. .._-__ 4._._...... 6100 a -_ s 5900 9 -- p -.. R i e)w MOO > b �N i6E - - __.__. ------'- .-____-..._.__._ _.b g Rf1i-^-- P..i... 15 �. ,. �, • j _. 5300 _ - - . 6100 9 336+00.0 �R(I 9 330+00.0 340+000 342+000 344+00.0 346.00.0 345+000 350+00.0 352+00.0 354.540 354400.0 364.00.0 360+00.0 343+00.0 1641000 360+00.0 366+000 370.000 372+000 374+00.0 376+00.0 3764000 160+000 352+00.0 364+00.0 364600.0 366+000 HOOMENTAL SCALE 1' • 200.WITICM SCALE 1' • 200 PIPE DETAIL GENERAL NOTES/LEGEND W J (/�)3y^"�T��S .y Ta 0 n ?1,21-1 ,35� A u as9 9 1! �9© leg D D w 2 9 ���`�c.�'( 0 is 5]©D +i 6RL .-3 0 0 "J iri Q ; �••_••� 40O0+00 Uxe �- rar MxIW011. M 4.1 S 0..0.3. IIUEON 202 00 UNE MORON - SECTOR QUARTER ® 04Tl 1E4�i UNE Q SECIaN 'mum uwasT E NE * SEL RIon B r`CLOGICAL OM L074110112SO ME. Ce1A OF 4.8 MOM PA061ED. E 001615351101 f+0110J1a46{ 0009. SHEET, 906900 73' : 19021, CO CORM LIS TO1 09. 4, ® 1+ ^ ' 4 22. f i i 9 710 ® ® 2,664.1 r�• 036.6 21' v 0.375 W.T., API x. %65, POE ® NEW STEEL LINE PIPE 24' 1%' 19].6 221. ...3 ® ® ® 6557 4 9 SUMMARY OF PIPELINE MATERIALS SUPPLIED BY OWNER REVISIONS F �J (� `I� ��f)J� ENSERCA SIGNATURE DATE ENERGY TRANSFER RULISON TO ENTERPRISE PROPOSE024"PIPELINE STA 334+20 TO 389+20 GARFIELD COUNTY,COLORADO ITEM DESCRIPTION QUANTITY REV DATE DESCRIPTION DRAWN CL 08117/08 ISSUED FOR DATE: 06;17109 BID 24' , O.37s W.7., VI x, x65, fBE 5,as1.0 V 0 DESIGNED SC Da++IIPB 2 21' rp 0.600 017.1 API x, x65, FBE 46.0 LF ENGINEERING CHECKED DD 08!17108 3 CAIHOOIC TEST STATION 2 EA • .PPD' 4.6 ANO AW OM ELECIRONC MEG. WIMUMMI a AN MAW R Of WW1 MEM. SYOMRc.avnsmoKRACERROMACY. Ra NMXONEDa ENDOW Or 124.802 FrocaREPRI MITEDTMTa ALFOR SENIVIO ®O.ECTO CN INT MA MOTE .FIVE C, /M'011ZAT MF 207AEFYNDM A CLIENT SIGNATURE DATE REVIEW f_.��• OB•1TA8 CL ISSUE FOR BID WNW, MOWN, MIMW, TINE M60R IVRELNNTIEN 0VEIESE PM DIE raOffi CP ENDERWmlU.2 a0iON At ORM TO FR END wExw+llavluuury . mpg• ENSERCA PROJECT NO. 041 T3 scNE 1'.200' ENA WNO No. 04173 -AL -07 HGv 8 CAO FILE NAME 04113-AL-07.DW0 I T B C 0 E F G I-1 w Plotted by: CCLILES Dote: 09/17/2008 08:47:22 AM V 7-, v 09 A C D E F G H VEGETATION & TERRAIN -.«•2a�'"^� A CO -GR -09 CO -GR -08 1 CO -OR -07 •41 C0 -OR -08 CO -GR -05 r CO -G8 -D4 OWNERSHIP INFORMATION PUCKER LAND COMPANY'Y ; COOT, 1-70 D. & R.G.W. RP LR0 D S' NAIWFFEY, GARY LEE g COLORADO RIVER POTTER, SAMUEL 8 & iERESA A it 11.700.5 FT. 709.12 RODS 3 S33.3 F7. 32.32 ROOS • 160.7 FT, 97.74 ROOS § 1,194.3 FT, 72.38 RODS : 66.6 FT, 5.26 RODS Py 1016.8 FT, 61.62 RODS 6 ENVIR. RESTRICTIONS ` CO -GR -04 1 e .9✓ ° J >f cP j rr s /r i f CO -GR -OB ' a, CO -GR -031 :A S . , 1 ,Q t i i \ f \\, �• J? .. + `Sa i..; \ 271' i t. / r NATIONAL OIL SHALE RESERVES 4+1569.11 t 1 / 53. \ < � 1; N a 1742.87 r1, . E 1710/62.60 • • '� t �t i ++ X113112.44 - ,y ,..•,( t 01510751.0 �•`'� ., // - �Y ` JD.\L'_ FENCE -N / 1. 1•ft i1 ti E 1307690.1 , ♦f 1j\, \ .. i .1` 1 ' N 615507.15 I Iy . ENCANA MUNE A . if ! W" \;.. �� r i E 1307611.51 IY IIARRETT%PELINE f �4, `1 y M 706 ah re ^^VV , � 4�1}� K• " A \ ,..).;'L . • / A t _sell* •a-^. t } t i - j. �I(/ 396.00 *,1 „ , .00. •. ,^^. ,- "• . 407.00. 406.30 /00406 ;I1M00 4-11.00412.00115.00 41/00 415.00 416.00 411.00 415.00 410000 • f • 422MD. /23.00 424.00 125+100 426'r ( ♦ j t V {{]]���(((KF f /JJ���Ij * ./ f fl it •� r$` I ', i' / ( ma ROAD ` La agi.,J. ; •6 i iliUOli563 � r�$ • 2 ACRES 2 DMA WORK SPACE 26q� 1__•' 311•A ..� •. 42e•00 420.00 43WW i �1 w�1�. 571' 'J ?t ..rJ' i I ACfX55 ROAD i0 RUUSdI AOID / • f (COUNT( RD s:2) •,,/k ••.N` \ llt .1,6 NV, / % dry /tl T , RMR, RNIAOAD, AND NN7HWAY NDDJ LANIC, A ff }\ l / PROPOSED 24" PIPELINE 0(3 % ,• 42� 1 i /, r \ # l.' > 7. i \♦1'r'MN 4.4 j a r a \ . •\. • r N 61119591 4 « h = f' tI ! S NUM 6 !t ��1 �rr Lib A7 MUMS 2{ %PEUNt / s''*.•1% •,9.\)e;>;(•, V; •',•‘,.%";$y * 14 M{ r. • AMR {t, [, r �'} 04 /• ` (`!��; o • 1310366. 445 j f • .«.., `. •a.a''moi., ff i1 t CO -GR -091 , / � `•u y�yQ(�� j•• ``\j� f'`•i WELL PAD .1 1 L ii I � ; CO -GR -08 r' i ,. / Ott 2 �C♦ . \ t' (f ;r1• , 2 4 i N 611965.56 1 !\ ,�v % ♦lk 1507190.76i t \ ! r. r` V• 96q�p ,g�G ' : 4�\O l�� '(, �,Sja1Y n , 001 ,�O / {� \`!7 \ `fs ,, F . 2ad1 ao' 6 i o\' - ‘ 4 I \ 1 •.1Jt i t ~� t fT �,�' %....k‘'‘ 'A s ,a \ i N 612866.01 TDD, I \ + ; Y'�)? •,� t6, \ \ ? t t< F 150, jt06.69 *10 I; Q , �• yy a < 1 SCALE: I• . 1ao' ' \ l -TF1 a/ j •A` t j �'a \ .� \ \ 4,e id •✓ 1. AY•�•9< 6 TC LNTO - 17f Al \_/ + - / BASIS OF BEARIXOS: •.. 111• 44.«K?: STA 560+20 ••f +1�� ♦,) A• ., \ ,t. ;.-,( WLORA00 STALE PLANE CORRAL, NAD 27 r' / j 1\� •••i 5 ayy R R R R / // 0 L i g �1 gg Q p Q p Q �y g 4 �Qj 4 I� g rT y■ ■ y 16 gIp / a W@ 6 li E II II 3 6E I Ni d 5 a 5 x 5 i 5® I l l i® i,1 a a b b a a g 11 IRotl Iy y B 1 E i, a r- PROPOSED 24• PIPELINE 00f\kii" p✓ 'Q r4✓ UNCC IC:Tt:�;azi i 6: b 8 b b b b b b b b b b b b b b b b b b b 9990 yy b b b 16 b b b b i, b b S-855 6 g5•g I�6g 66g6g66666.6 005 AA A 09111& 11 i 05.5.11 al 6.1i b b b 555• g ���/-f, �A� mums 30•PPDNE J 7 Days Before You Dig: CNi: 1-0..11NOt9tl G1cR: wwwUNCC.ag A Pi gy Y +� �q g g 'Y i i 6i 6 i l l i l l # 1 1 1 1$ 1 1 1 1 1 1 1 1 1 1 @ 1 1 ® 1 1 c � +� 1 1 1 1 j ROW DETAIL SIA 276+18910168412.4 66 G 6066 6 606 006 000606006066 gd6 00 Pn6666i66n6666666 66.611 6611 HYDROTEST PROFILE MOiE OM le ORO' N AM WWI MOS 90Ol90 WM ,1 M 4i• • •w .4.41: ,900 0141.5,41414455414•45. 9unwr65 s ro t ROPE4mE FOR OIIEVK00'MpIMRR250 16G626a imagl >m .Nnron.l.Rnx 1110]001 Warn. ,�," 50 4#100. nob ° PERM. MX NO 90540100.29 AWM 0051170 Mtl1 BNC1012p a0 Z.4.01.0 NON FUR 5220.0 . % R 52'50 SIS' -- \ I`- "1 g 6 6160 6EGw OFR MA MANN. OT0E0� .., 1 �___ 041 _T ,1 _1 I%^I. b jf 5- 520' IyIf f �, �( aP B p 8 - 6 R 1V 6200 • 3 5150 ll ^•, ••••--.,1..•1s •` I -�-- -- - --�� 6 5' 6 / 6 . 2 .SII' --- i' •�T la5150 B 3100 a A 111 5050 390+00 502100 394+00 366,00 304400 na 5 056 400+00 ..... 102.00 404+00 406+00 *001004711 ••••.------5,3g 408+00 s k 410.00 SCAR 1• - 200'.9E1111CAL �°. 412+00 90.900 N 414.00 r - lo0' 416+00 I 414+00 f 420.00 422400 f ._. V 424+00 ..... 426+00 ___ 5100 z 5050 426.00 430+00 W d GENERAL NOTES/LEGEND (� u T ♦ Q •• u q♦� -...-. a pp G Y' wjpa yp i i~ p „ ,,,I B i '1 Y, Q b�'© $ - ':a.:: ....., ij y-P40PERX 'JCA71p0C09'J �••_• � UNE 900100* 9.VI0E 440'0011 UNE HHAA- FOREIGN AMINE -r- POWER u4C R07O .ICw[000C4 910 90020 8 NE 901i TOR P4910 014}1741 007890701 Or M6 11011101011 6 STSCRY 071017. NON 7031590110. 903901186. 254 1443. 79100+ 90.9.0.1.caid' 514301 9Nm 204: 000 27.7 WON! 90 /R7 II 115.5 ,.. :.., , 5.100.0 Fl - .. - g `e 7.1 Q Ni �99tAt d F SUMMARY OF PIPELINE MATERIALS SUPPLIED BY OWNER REVISIONS F `� �� ENSERCA SIGNATURE DATE E N E R G Y TRANSFER RULISON TO ENTERPRISE PROPOSED 24' PIPELINE STA 389+20 TO 430+20 GARFIELD COUNTY, COLORADO ITEM DESCRIPTION QUANTIFY REV DATE DESCRIPTION DRAWN CL o8117708 ISSUED FOR DATE: 0011108 1 24.4 0.375114.T.. API 5L, FOE 96:.2 LI DESIGNED sc 08717!08 3 905, R 0.5001..ST API SL, X63, FBE 5,120E IS ENGINEERING CHECKED OD 0&17/013 3 07 950004: TEST 59577(41 2 FA . . - APPA 1112411AYY OTHFA 61CIRONC46U0OUR@PMTM/N1.11040 OrMACE PREPP1E0'MOM ENOL ELINOrcaADEMOPR6.cr. R OR.N01MO EOM MAR IIBORMYOUfPIM OM CRENM a ME 7M nFFORR UMONAW MA 00.11005C.11140. 0410111/111.951404 9 ROTA 14190433F.TRU150. CLIENT SIGNATURE DATE •ROM • RIMOUT TIER.010990410069109c0,YA700Ea4EAG04[ 00.9• W16PW95110O5055RIM �G40NE 0 1.Tnxt'Nw19v2Rfrr Apply •ENE.W . -- ENSERCA PROJECT NO. 04173 SCALE 1'=200' OM1YWOrKA 04173.51-08 Re/ 8 CAD ME NAME 0/173AL-0B.DWO 0&179X1 CL ISSUE FOR BID A B C D H A B C 0 E F G H VEGETATION & TERRAN OWNERSHIP Es 00-0R-04 N CO -CR -02 q CO -GR -03 '"f 00-09-02 N 00-41-01 INFORMATION i3 POTTER, SAMUEL Et & TERESA A + C. MAH FFEY + MELD CWN1Y RD 309 + G. MAHAFFEY DIAMOND EU(, LLC SZ 610.2 F1, 36.98 ROOS 518.0 FT, 31.39 ROOS 39.5 FT, 2.39 ROOS 618.0 0, 31.39 RODS 707.6 FT, 42.88 R00S MAR. RESTRICTION •� t f Tg]N 1�8HIP•I SOUTH 11 '7 , E 'F 5 RANGE 95 WEST S f n E� n'r' r 4'+• , r 1 nii \` ... r' ,,� 4 �. r • tii.l n" r S, rJ 1, '+moi. n�f t «-, (CO -GR -02) 4• -'+'WKWYS PIPEUK il � �! • ~'••' ~\''.., 11 •'' i t 8160100.16 PIPEUi r -_/�% 15N6g . • +�.�� I / 4.91 ..� .,._ � � + �''• i i MI/ .. �I, a54wo '4swro' It +.� 4 449.00 • i '' �, :?'+� I`y +, C6GR-04 u„oo u6°° �.+Fnlu' "'r j t (CO -GR -01) �n farralims/ u6ao �,�� *- 'M, O 1 ° n _�' 54 Swot X1.4 ""•�,. V Y. NI ''•ti� rip ROAD 437.03 .,IJ' 69B•�`1/0.60 44N0g�1/7 *wj x� 180 , f 436 •, '' 140.0 .ti., N in"•�,.f Mt,00+ ` t, �. `•�/` CULVERT PROPOSED 24" PIPELINE 4u'm �1 •ro 'ti . ,. Po \ ‘ �y•, 434,00 • `� f . { 161.00 L '4 •. ~ti 433 •: /1 �UMRNOwN PIPELINE •�4 +� 11/ COSTING VALVE Siff do •) 11 `� 1 f _. , 110.00 .70.0 �,1L. .. 4 15407 ( 1' i `7 174.00 j k 11.\ 1� f R M ‘820404111-91- �h' //_'- ICH IM�o, 4'764°10 ' 4 +` • ,(CO -GR -03 � so, +i6+ ly� � 4 1 . \1 ♦ 4,v` �+ Mg� r ` J J .t a 1, '1 jI 4 1 "111,1, „A% ,. r .�-A,. T• h (CO -GR -04I `) ACRESM�Jk,\ CO -GR -021 1.. 1 �� - 7 I E 11_ , EZIRA2rAE c 7 \ I ll 200' 100' 9 200' 400' , _ 1 1 �•••,'.ti f' 1 k Hyl +, \ "''.- \. 4 r a#� .. 1 GARFIEL 1 Q�JaI 4Y, COLO DA ;"4 { P -- , SOME: I. •s !Dp'ANLWS PIPELINE BADS a BEARINGS: 114 KU rAo7ti ti•E 44••. COLORADO STATE PUNf 6516160.. NAD !7 R. _ C b Nb1 S' 2 1/ 5� 3/1 1 Ty C 0 1 1 1 1 & 1 at bYA yy ., N 6 +'J Lf ■ Ili i 1 C 1 t 1 00 t 1ti5 1159 p 0 `k�- R 4 y $ t*�& $ Ly 1f 1E 1 E a 8 O1 @ 1 III I !bY yb .6 1 $ 9 C i C t tlb WQ $ 1 w y g6y ig yh00 ` 1 1 1/ 1 is i 16 L: tbNy1 l:lY 1$70 7 '3 4+ t 161'. 5 1 i .. 8 I r cµr �NLU#0S f- PROPOSED 24• PIPELINE li\i- NMS NMS ,---1,- I�r..-- �r �� r iNiUWS (-PROPD0E0 24• PIPfLWE r Eli FS 7, ,..-01-- �f �r- a/-� UNCC ((/ B c c B e A}• B c tat' 12 a: 0 c c c c c c 5 6 8 6 8 S. If 6 c d B S. c B S. S• S S 8 S'S c c c c c c c c 30' PW €L MJ 30• PIPEUNE14 o.»DOIVIN OMV000q: cm: u4+rs voMl OhA. •+w..NCC.E,6 A R 4 a A '1:11 $ I� i 0 6 3 6 i a�' k� 0 ti Iy� c le ' ' l V $ $ $ i a 6 . . € ROW DETAIL ROW DETAIL 6 SIA 278+16.9 TO 408+12.4 STA 488+12.4 TO 479+33.1 a 6 a d a d d d d d d d d a d a a d d d a d d d d a a d 6666 66d d gal a g d d a a a ad d 6666 d a a HYDROTEST PROFILE HOLES: 1(91603014[' ON a 9 6041 WWI NUN MA. NM 1,1646 i 4w rr•4rp w ravel M4r i1..4.. PPE AME 06 IY, cuss I 1001E l bar a011�. Mg1Po0001RR110R A ACM 101644-1304 MAMA 1160.04 N MI ONMC, 4001E PEOxOQIN MMO N LO4NM 0303A ALOE 01NAM AO 60001 +1 106+ ...................• ma NMI Po [016145016( HEI ELEY SNi+----,, 5400 .. I- _ ... _ _.. -- - I1 8 ` _� 6300 ; ,� ±„I b __ �� _ ___.._ .. __-_.� �-- - ��I'%� 99 O9 OD 51610 _�... --�. __._. A 6700E �__- --_"- ? __ ' 31004 I 432+00 434400 436+00 431.00 440+00 417+00 114+00 446+00 440+00 450.00 452100 NONIION0AL 454400 SCALE 1• - 200',A4R1CAL 456.00 456.00 440+00 467+00 SCALE 1• - 200' ud 464+00 461600 466+00 00100 472+00 474+00 PIPE DETAIL GENERA- NOTES/LEGENDit 1 Q � � J,� 3,�J�sTi -a. � ^ 751(vyJp } { 01 fo 0 �i) ?8 1 4.n� O 0Oil 0 i �f 7 V i Js� 0 0 �: I^ 0 b g 1X21 t ,+ P© 17 i�^ 0 9-'11 b© �. 0 0� � 0 �: „ .a n' 0 4�: i3 0 a: te 4 0 .++ 0 0 -••-••- E LW[ SECTION ME _ - 5601044 OUM10* - PROPERLY NNE o„ d1ppCMETm51AgM .till NIDOST FORDO1 vwEaME # xnE 141E 4,10410100 5 410 1.00006 NE WI FOR 7160 3001.L 061P8A0X 01 MS K9M1T011 6 016CR1 N0191tn PPOR( 0016,5.01011 TCWRafg6: U.5.0.4 DUI10 SINEI: NOON 008700 7.Y za110 ,m6544 us 1m ZONE: CO R d 604.5'1 ! Si♦ ' -R I< ,S 3{ 7.011.E 26.0 24' N 0.375 W.T., API 6E, 065, FE NEW STEEL UNE PIPE ® 477.0 © 31.4 0 g 2 ',R+ >� 9.5. St �e 2 � 10 g 111,3' 337.6' .2,,,,,,, 1 }1 60 g 45, 1e (a f i 177.7 y & 76.1' ie 47.6 73.6 • IIA ' 1 7, E 71. • 16.4' ' 170.3' a SUMMARY OF PIPEL NE MATERIALS SUPPuEO BY OWNER REVISIONS Cr `N FUCAA ENSERCA SIGNATURE DATE ENERGY TRANSFER RULISON TO ENTERPRISE PROPOSED 24' PIEPLINE STA 430+20 TO 475+20 O,ARFIELD000NTY,COLORADO ITEM DESCRIPTION QUANTITY REV DATE DESCRIPTION DRAWN CL 08117/08 ISSUED FOR DATE 09'11008 BID pt x k65_ FSE la 14 x I��ATION L R66 F8E 4.,494 LF lie tF /� � 1 DESIGNED SC 08/17!08 G1l�q e�A ENGINEERING 346MOAM'OMENNE031040603600.NIE0MN7NAN IRMA. I OP*RACE PROM, OMUMAUNw6EN3FOR AOEME0MOM, R N NO WENDED PE WP ELEIVE 10 PE SHAM FOR REIM 01011E OR NNW ONL10A3NN60IME PROJECT 100lNYOM MA PROW. RPM OE14010AN04WAW UM4064 N/WAMI 1660 160.40011, CHECKED DD 03/17/08 A Apply • . CLIENT SIGNATURE DATE REVIEW tMLIT Of PRCR MIMSWIHAI Da NXI Mt ,011 1i0N COMB OF MENA0E 664/160,010 TUERE9 oRicmSDIPOS IT00h 1Nw56EAN1 AIM Apply �, .. ._ PROJECT 160. 04173 SP,LLE 1.16200' OaiNN01A. 04173-AL•09 REV B g 01+17.478 Cl ISSUE FOR BID CAD FILE NAME 04173-AL•09AW0 A 8 C D E F G H a, 7 0 a V A 8 C D E F G H VEGETATION de TERRAN CO -CR -01 OWNERSHIP INFORMATION DIANDND EL1(, LLC 5.500,00 FI, 333.33 ROOS ENVIR. RESTRICTIONS I I i 5 ti TOWNSH 8 BOUT RAN 95 WES 1 "'�• - ti ® � ,• ' TOWNSHIP 7 SOUTH/ RANGE 95 WEST LAST 7,I '.- FEW 4• DONNY tom • • /)� •- Y r 1 A~l �• • rI ' .. ...., ' i4 ! 7! 1 tit t GUI7'ON OASPIIPPELINE 1124SS cu, 1 1 1 i r �� I� � "� Ma ... . •/�• s i ' TANK -; \ -±+ r 1 1 { 1 CO r ,;, CI 1 -GR -02 ,,4CO-GR-01 BSER 1 r�OO 1 • T I WE � \ b'`" ! / R `;:'1 •• y�/ ,,' � / 1 slipO sl . r bt 777 41� 7 KN .bre r 4 I y 1 \ I _ "� 1 S 1 1 g7 .SI, :, CO -GR -03I `j ' ::1":4".,...' : j ' 1.111 4 6212 ! 1 ��" L"E sEENTT•,•, ;' 1 1 S ti �li ti I �S7A 17} 0117.1.4,Os . • L'1 ~•� ( H 4 LUAUS PIPELINE - ` 4701 i •.r ,. .� ! i ti � 476 •.1 <. • 4 ( 4` /�1 1 . it. i 4 I 7 In l � f" � - / - .. / - � Ao1•W 212, 0. 100'00 _ T f -- t I II 5 `' '� IelbO 165.00 166900 /67 r,: y wl „ 492.E 49310 4 4404° ` ; S ` 4 1 l .,t� 400ao 4 y p # b^` % < �✓� \ tti �„ 6/, . a .a /... / _ // -- - 1 "�e1e.0o ��p�,�, ,• al, . .�N'N eDt� 503.00 504.00 50510p .�. : 507+00 t l_ �' 670.20 t• 5 t 'j 4 ! ' ..' 1 't 't I 1 �• %. ) I -. ! (5) IRINN01111 MUSES ' PROPOSED tt ~ U. P r f , 24" PIPELINE / t� ' ' cgs, �l r 4 1 CO -GR -01 -.•-1'12' '` , er t 1 il 1 1 ,l ti }. J . L f %• _tel S F r ` 51 11 ` TT 4 IL• y I I' ,1 r(f 1 200' 100' 0 200' IDD' -iiiiii ,�1 1 y by I1 s i l I L 1/1 i 1� f�I ,/� IIiI 1212 1 I 1 1 1� .. ER SW.. 1 � NZ -7, .�/ ' �' - 1 �1- SCALE: I' s 200' �,� i 1 r . ,S I e '1}' �„ rl '1 - BASIS OF SWINGS r•; t 11 COLORADO STATE PINE CENTRAL, NAD 27 1 1 `AUN, - BLM�\\''''‘.../. 1 1 \ \ .►. 1. 1-. • 1 7. / . ? GARFIELD COUNTY. COLORADO Jr� ar 1 '• gl t It S• S• 0 t t 5 1 53 t 5 t G t 7 it 5 !!b !b 0 5 '3 5 7 ❑ 7: t $ ii,1 6'i °I 16 6 °� b I a t I g I l Wby b 115y cchi� S 1 811 1851 22b Wby .r ISA•- _,,,_-0-- WL'445 r-PROPOSE0 24' PIPELINE NN- x*� \--11 3h •_ -7� 3D' PIPDMIE ��-ai�rr-41 WLUANS ,-PROPOSED 24' PIPELINE _ 44--- irila r �,,-,r DD' PIPfl1NE ii y1y11ypyy17G 6 C S S R 111111 11b b 1!s b !!b i S S S S If C 0 6 C 6 C 6 6 C C .i .rT 6 C C 6 C 6 C C E .S' S C 61 B .E C 8$ B 0 C U' IN UNCC �/ 311-Ys.'a.:2 741, 1 Bao" You Mg. MCOT k..1453426140.9x 1� ,aS ,7� C 4 S C q s aa C C q ,py V v �{ 0 74 ^ gy i q E 61 �R ,t 01 x kt 1% ROW DETAIL ROW DETAIL 1� STA 48669 2.4 i0 170437.1 STA 470+33.1 TO 512120.7 ill AND Q g gg g 6 5 g E g 1g 5 g egg d g A S d E E d 8 9 g (# d G{i g d 9 d 8 G{i SIA 512120.3 TO 570420.0 d 8 000000 HYDROTEST PROFILE NOTES: IPOK 00151 V 01 rf 1 n 15111.1115111.11MOT MIME N7TM0. .�n.aoNaa,.araw..+�r ,A W:LW wM. haws, MY.�d�4a1.IMa 209. a! Pet 0402001403.Au1 p405NC101■100 IT 1011223691 MI q ,07,' 101 a att m x IOOIG 10 M 91[-1016 N610WO111TY011110 MG (OM 001000114101 N 56 0/11044 MO/ 11102‘ OLIOMLg5M X' 9Wy MRY MOA 10 e7e0 -- ----- ------- r-- -- ----- - -r -- - ----- -'-- - - __..---- - - I __-_-_ _:-_ -___ __.- - - _- ._-_-- '� I 4012001. OROl410 --"__- -- ._--__ KW EIE� 62400 e000 _ -�__ 9 1________,______ _ .__. __- _. •• ; 6750 - _.-. - -r. ._... __-. -- _ --. _- �f i <9 Y\\ � 04 b S 2 : 1 R t 8500 013 DET 54451 _ _ _--r^- _ ..191111 .._ . g - _ _-._-_ __ -- - - -. - __. Id 6 5210 1 476+00 471400 460.00 462+00 454.00 111400 411400 490+00 492+00 494400 415+00 401400 500+00 502+00 604+00 508+00 806+00 810+00 51 24410 814100 516100 616100 120100 522100 524+00 520+00 611400 8301 NOPo201541 SCALE 1• - 200,KR71CA1 SCALE 1• - 504, PIPE DETAIL GENERAL NOTES/LEGEND W O M o. 5e5 7 o S: 941 o r 190 O o +q o 5i .�... o - '^o" o$ n i'S "t O v a. O .l; o $ , 5� i 8 F 2 1 _ 4 . V O L___� q C , osr, n ? O n ^ted ^Sri O o '^ O ' Oyt O i O �••�••� T070RWP/RN10E UNE =ION UNE - _ 10611069 OWRIFA OI SECTION NUNBEA CAl1IO0C LEST SIAION -o- omov TY ST AI, mum FORM PWEUNE -.- WAFT UNE * ,0431 1619 1141109 X IMAM9X =06 FOR 1/OIIA0011 IS SMOLT WOWED. MINE 001611161101 9F0/1041106 OA5. 0.6.0.5. DOM. SNEE7: 414101 00.010100 T.1' I • 840 27, COC 914 IN PELT 9 a 6• aY 112.2' IM ]09.4' 4140 201.0 33812 42.0 ® ® © '.. 1346.0 1 1 IOI.r 24' x 0.375W.3.04101.465, FBE I< ® NEW STEEL UNE PIPE ® FT 11 g i0 511+e65 EEG OS/5 rr " 315• l'''' 1: ' r g 11 r �. % 5 h 1,413.0 , d SUMMARY OF PIPE NE MATERIALS SUPPLIED BY OWNER REVISIONS Es ■^ `1 ` C�vA ENGINI_I_UING ENSERCA SIGNATURE DATE A N S F E R TRANSFER RULISON TO ENTERPRISE PROPOSED 24' PIPELINE STA 475+20.0 TO 530+20.0 GARFIELD COUNTY, COLORADO ITEM QUANTITY DRAWN CL 097176 REN, DATE DESCRIPTION ISSUED FOR DATE: 00.171209 BID yy FFagDESCRIPTION 5.44Q.OL� DESIGNED SG 0647!08 qI 1 a 0.75000 WT. API sL XES• F6E CATHODIC TEST STATION 99�0EA CHECKED DD 08111108 �' • APPCY a95 9 44016.`1. ttm00E0 MENSESC045*l 519 FORA1 OBNOTN1961DORREMESFMFDTOKSUTA1111MRIRENTM0.1 06NMATONIXISI ICO SPR000TMaxNN01Nuv5000r. REM 0/11/324991310.0AWMOAOMt+0TAFNSCON11N.Y0 T. CLIENT SIGNATURE DATEENERGY ' • REVIEW • TAI604111046205004+061C5IE+0+ 0 012941NGNH11O 14L1NAA70roa5�1110 604 M'po. �^"^•o' ENSERCA PROJECT NC 04113 BONE 1' 200' DRAWING NO. 04173•AL•10 0EV 8 09/17108 CL ISSUE FOR BID MIMS 351024 CAD FILE NAME 04173-A110.0W° A 8 C D E F G H N:\04173 — ETC Rufison to Enterprise Piiperne\15 EEMAP\Exhibits\ N 0 Drawing: 04173—EX-01.DW0 Plotted by. CCULES Dote: 09/24/2008 4- U1 m V A 8 C D E F G H I, I I 1 ISI / �, 1 T1 1 / �'� COLORADO / l•�/ d / / !.k / fit/! -�.� RIVER / II / / 7-__Lif i1 i�t liiiTI !Itf/J _ 19MW I! i;e/pr I I I/I t ( 588.00 /00.00 /Of 400 402.00 / 407x00 104.00 / 406+W / 105100 107100 106,00 IC3rOD i I / Li li /l ii i 1 1 I I' 411+00 :1207 413. 414400 411100 ' /13+20 I I h -+ 11y.Op 11i�. dlgrE.) ,q'?rte ^ Or!C•�/11W0 IP2.0] 4Y1rP7' d)4rM 12 I �• ssa BANK l 00 421 00 121.00 128.00/PB.pO,�.�650r00c 7% i \ � ii 41 ii 4 I � PROPOSED 24" PIPELINE] I \ i' ! Ii ili i /i i ' /,/ ;ii i l I TOP OF RAW I I\ \ \/y \ 100' S0' 0 IOD' 100 41 , \ SCALE: 1• = 100'\ PLAN SGVE: l••100' W 'I�j R R C 1 014 1 6 1 1 1 g 1 1 1 a s a a n a a a an a a a a as a a a S 5 5 g 5 g g S I# 55 g 6 I{ 6 6S 5 6 6 S I n n n n k 11 k genoa°ulunoiwal°mO16 8 S 511 Ik 1 I 1 an n n n n a a n n a n n a k p k k k i k 5 5 i3 5 k S S NOTES: 14118 4 1N AL 1 m l 4YYY n...1, .4 404IXN 41486 ra am. Or . NUM 0101ste 110 10 COGIRM101. �pI1I,}MIMI rrac =1 . ,1. ...ar6° . +�*na '$"i`no a. wom w `,. MOI IMI,. Ifo WO MK d d d d d d d d dd d d d d dd d d d j d d d d o ddd d d d d d d d d 6 d d d 11200.00' 3 1 5250 s d i1 b .95250 — __ is d 1 11 g 11 311111 $d ..as -aa i 6 g S 6 5225 0000545 S 9 1000.00' IS 1 5250 5225 ' 5200 -+4810501 5200 5200 5175 p 1 i `f—. 4- $ • —5175. IAI• __- 5150 5150 ---'�� — 5150 5115 5125 TOP OF PROPOSED PIP[ 5125 5125 5100 5100 5075 .5075 =' 5050 5050 Di 350+00 351+00 400+00 401+00 402+00 103+50 401+00 105+00 405+00 407+00 405+00 401+00 410100 111+00 112+00 113+00 414+00 415+00 415+00 117+00 115+00 ; tt 415+00 420+00 5100 5075 121+00 422+00 403400 424+00 420+00 425+00 127+00 S050425+00 125+00 130+00 PROFILE HORIZONTAL SCALE 1' • 150' VERTICAL SCALE 1• • 100' REVISIONS �`� ��� f� ENSERCA SIGNATURE DATE ENERGY TRANSFER TO ENTERPRISE HDD PLAN AND PROFILE STA 389+20 TO 430+20 GARFIELD COUNTY, COLORADO REV DATE DATE DESCRIPTION DRAWN CI. 09 ISSUED FOR DUE. 05/2002 REVIEW DESIGNED ac �2 CHECKED D° ENGINEERING • AM • MI MOW. DMR9a411MACMOSCOMMPMm,1N OMMOR « e9maPRUNED VMeta em4ammFOR Aurxmvaua. rt9M1ert9pDCRIUM[6EI1®COM NNW FON WNM OYME CRN POO ON dm•.A aP no MOM CROS MTOMEA 4RUEC1 RMAE A 1.000IG1Ol aPAHImwA1KNa NOVA MO ED MOW. CLIENT SIGNATURE DATE REVIEW 101AE1l1 mE1ACN UPTON MOM CMIlENT Of EM504&EM24E090 •Awaro4rorEaeaaD so -6 mem TOR 'Mt lAWIMMIT.0 wPn�nan WW1 APPD' - - ENSERCA PROJECT NO, 04173 9CAlE 1••100' oruw04o1a.1311.1. 04173 -EX -01 0 CAD FILE WO& 01173•EK01.OW0 06'24/08 CL ISSUE FOR REVIEWMUM A 8 C H a O m FAO 24'-5001 R.F. FLANKS O S 04004040 0�m0 1� ©s©4©S% _, I 0 1h7tIIIMMli711�nII, 3• Kilt 0 Rc 24',1-45]A WW1 2(0-45. 740 0.306 0 r 111 t'f1� �O Aky 0 00000 0 0000 111 N 1 1 ■ O Y 1/P WAVE O O 24 -LAN -SEC -814) PLAN ©© 0 0,0 flipFS0 ©'000opp 0 © m0 i• TAP vN3E °moo® O O Y TM VAI! OC O MI IIIIJC� 1�� 4430' PAD �1�rano- Le ��4 -� - 1 —60W 221EQWUFX ,D N fJZ 3?:@I' FOC. FACE 8•—. F. ' uS rc P LOE REDUCER (B.F.)® �_ ei0 1'-800/ 0.i. BAIL ©' 1 N' (is. BON Woo) mm '�m 5' 0 Q1 m P PIN O 11.05 050 FIELD WELD 824'424 SOME 1/4' . ,'-0• 74' -or -2 3/ I)1 SER 32' -IW KIND PANG `F !WA 9.1 (Bawd r) O, m — 4211 • 'AV<<O V<AV<'<'<'<•</<'<'</</</<ra<r'!•'rg'r(c,r<rggq</<r</ Y -600l R.F. WWI 1•-6001 R.F. PLUG VALVE 2630' P . w k Bottom) 2 Comma Inc ©lilll (IL l 1 m 0 0 ti 2' 600* R.F. BUND (F.1) 2'01 M• LO.L 00.5 5 F.9) 0000 1111 00ED 24'-00' 31 EOM 24'-46' 3R O601 SECTION SONE 1/4l'-0' 0 O O BILL OF MATERIAL 01Y B¢ MSWPMN 3 PIA !PPA Swim X -11p RT, 05111 A-106 Or. 5 PE 6' 1 3 PDA NPFIA Swots X-Nry RT, AMM 8-106 Q. 5 1BE Y 3 In• FIK NKIA 3162114 X -HN 401, A*M 8-106 Or. B 1BE S Y Pp, PE 0.164' W.T., Wanks. 83111 A-105 GR R In. 1'-5 6/3' 5 P%A PE Sr 5..4, Soon* ASO A-106 GR I 26-0 7/5' 6 24' PRA PE 1500' RT., ERR N1-3. 00. 364 In 26'-10' 7 24' PIK PE 1500' RR SRR M -Y CA. X60, FWK Bon6 23'-2 3/6' 5 30' PRA PE O60? RR ERR API -S. 0. X-70, Ben I5"4 9 r PDA PE 0.011' RR IA% A14 -5L 0. 0. Bre 11 3/4' 10 Own 014 5516114 NNW. NIS 103, Yds 219 6041500RL Q. X-70 5' PIA PE 0600' RT., ERR 85111 A-104 OR 9 Br 3,-5. 12 Y P4 PE 0.500' RT, (AR, 838- A-104 CR R Fusion Bbd 45-51/2' 13 2 Y LBW, 10' LR. 0144 314 IT. ISIR A234. Q. B 14 3 24' Olw, 10'314 014 0.600 IT, *3111 ALR, Q. 0-60 16 3 r EBw, 50 IA, W4 Sr RT. 8911 8234, Or. B 16 2 24' 185 0141300' RT, ASN A234, 0. Y-10 17 2 2' iK ION. 11414 514 V. Si RT. AMY A-234 Cr. 15 24' Tos, 10111400 014 1600' RT. . 0.500' ILT., ASO A-214 Q. 1-10, Bond 0 244' 16 RsLdy Wd, SN IT. Sr RT. ABM A-234 Or. B 20 ]0'.34' RONK Eton*, 4044 0600' RT..1600' RT, ASM A-234 Q. Y-70 21 10 r Flo1A REIN., MIS 604 Std 5ns, 8E111 8-106 22 2 24' 715054 RFUL. NIS R04 X -4t, in A3111 8-10.1, Cr. 0-10 13 5' 104 YM 711. 604 0.600' RT.. Or. B 24 Y F1694 RAR'!., NIS 600 541. Bas, 858- 8-105 16 5' 111190 RF. 3., ANS 100 SN BOA 19111 A-106 2/ 6 2' Ropy, RF., BIM, NO 004 858- A-106 27 r 726'4 RF., BIR4 NIS 604 831N A-100 C/N IK 1PT CDC 25 2 17/5' (24)5111 Stud, A-193 Q. 17, CA 2 N. Nb Ea1L A-194 Or. DR A 30 31 13 13 5/5' Y (I2)Solt, 1(4 A-193 tr. SZ C/R2Na NW WS, 8-114 Q. 31 (6) Bolt WA A-193 Q. 57. C/N 2 P NW E. 4-114 Or. 31 0146b, FMtdfb RLN, 0116' M0. NIS 503 IIF. 5 3/4• 4 1/4' 32 2 24' 33 6' 0441:4N, FMISES Np, 1125'1)», MS 503 RF. OaMb, OWED NN 1125' TRA NIS 503 R.F. Y WS* ASN REN 0123' 1Ntl. NIS 600 R.F. 35 4 Flo Nb INA 3000* RAIN 7.0. ASM 4-106 36 1/r 7114 Nr 14114 30011 MMI 7.40 898- 8-106 37 3 1111' bored. 30)31 Rdly P.1, 81101 4-106 38 24'6' 8-.4114 30001 80265. F.1,03111 8-106 30 3010' INs5d.0. 30006 Rat. F.R ASM 8-150 40 1!.4114 30001 Rout' F.R A5M A-150 L 3 3414' IOWA S4 RT, 091)1 A-106 3 WK 54 50.040. Moro; f11 x 724 30001 RF. WNW Tin 2 1/2' 43 3 WK 6A, TRr.ad.4 FB OK 3000* *1, 81a16ad ton 2 3AB' 1/2' WK 84 Tbads4 FR .111, 30001 SF, 516dad Tin 17/16' 46 4 Y WK POs NIS 500 RF, 36N14 Mn N 2 24'42 LiMd4 014 Sr 407.. MN 8-106 47 2 WK B4 NIS 600 RE . FE, Al Opals Stoke' OM It 1/4' N 24• OK BA NIS 504 If, RL D/rls Kendal y8- (-0 1/' N 6' WK PL9 ANS 604 R.E. FE. SlaNd W,. I'-10' 50 5' WK PO4 ANS 60O, R.E. FE, 3166»42 Tin 1'-r 61 24' E6w, 45' A 014 0.500' RR ASID AEN, tr. Y-/0 M 24'4' P4 ROWAN. 014 6'6 24', 0.375' RT.. tr. 1-60 M 3 Pao Riltabo, 511, ree 30', 0.376' RT.. Or. 2-50 54 30'0• PW, broths *44. 6.11 30', 0415' Rt.. O. X-60 65 I1/8' Sit) Bdr, BOK 8-193 tr, N. 0/11 1 Nr Rub 1001, A-124 Or. 31 7 3/4' 50 242' 111244 30001 Pally PR ATM 0-10 57 P11 S/ P/8- 04-7771-0070-61 56 2 24' SP W 511. Ar 24' 600/ Yuv1ot9 50 2 24' 01010.428-4 0a451 S.1 60 Y 0001 WAIN OOAH 185 61 Y S.1 W 6db N 1' 50011nlallq 62 24' Dlr. 90' 340, W4 a600' RT, A311 8534 O. Y-60 NOTES BY DATE DESCRIPTOR MOM BY A 9/11/04 155116D FOL 510 by DERRY 1RANSFTR CONPAIY 8-5 20081ENT 15 comma NO S 185 PROPERTY OF EROIOY WAVER 001PPYIT NAY 5016E OYPEO P16000IS N1020N PAIN NO MY 0101? 4E OPEN W1WI nER 719 0003510 ALSO 6 P INPURS 0 RSR n ETC EIC QRS NL BOPS 10 TS ROA MS MONS W ONTO 1115 KO COMMA NO NIA 74070E WOE EIC WY 540 Sr Ewan 195 WORK Al P 1118 TW TIN KM OW 11001100 LAO 719150 KO. DoKLEMM t 510XAMIL SC 11013 9111K6 TO 10113 V 1 107 Y,, U4 01 ROOK LIR NOYA8011 TN KO OLEO ENP EIRY AilN100 BY OC 10 01 30 RULISON TO ENTERPRISE 24"0 PIG LAUNCHER PIPING PLAN & SECTIONS JOS # 04173 le:NREGY TRANSFER 1 mmiNu •n WIR19Np FW *140»611 DRAM 511 MAPS?, DATE: 9/20/00 01E0010 BY: BM DATE: 9/11/08 APPROVED 5T OAR: SCALE 1 ME 859: 101ED DTR NO.: 24-LAU-STD 711E 581E ETC-RUUSON.dwg REV. 24x24Ne IS y\yy\`/``"N`zV/\y\y\y\`/Ni`•`/ /\`/\iO/\/\i' /\y/o/\j\i\`/"./ \i\i\i\iti\i�/ SECTIO SCALE 1/4-I-0• O 21 -LAN -S10 0 O r -Tag II .. IRMO FlN& we 2•en24 WO.L 10d r 61• ra• -,r 0 0 0 O 0 0 0 -e 0 0 0 0 %a11a Q%MOVA ft 2•-600/ P.F. ` • FL/10. 2L#L •eo24 wu• w.oL 24,24.24 (Barred) SECTION SCALE 1/4.,'-0• 24 -LAN -SID I I - 3 _f. 2.01_040_11_ 24NRes2c 41F2EOW_ • ON SECTIO SESCAL,ON D 24 -LAN -STD NOTES REV. BY DATE ASCRIPTION MMT. BY by ENERGY mwsER COMPANY TNS DaawaT N CaNWIITM AND s TME Maury a DIEM TPAA2591 aNPMr (En IT NAT RULISON TO ENTERPRISE 241•0 PIG LAUNCHER PIPING PLAN & SECTIONS JOB # 04173 ENERGY TRANSFER DRAW BY: MS DM: 11/20/01 CHECKED Bw. DATE: 11/21/Ce AAwITOAm It onm NOT EC CCM a NYPOW® N NNIS a N PMT N MT MY NMI WEBS WEN ONNar a ET: MS 000.110T /L93 N M IMMO NON a ETD EEC OM ALL PDM TO DIS WN AVO ma TO WPM ITIS WN O:NTaEM ND JO A 1R/CE SEM ETC NAY MSO sex 10 FIOIECT MS NNN M M NNIaIWD EOTdaT N DE nor OF ono NMkAIgra Mon 0.BNATMA EIC NINES N DFWZ MATa?.511 OOS0. KI Iw 14111145 SOMIIM KM MOM XLION= BYEC 10X UM SCALE: NE Ne.: NOTED REV. Ewa NO.: • IMA ISTNW'5u FILE Trpepacn F:N10M4s1� 24-LAV-SEG-s1 A ,SAS Bni(A ISNJ[D Ian en NAME: ETC-RUUSON.dwg L.+ <n A B TYPICAL P.I. NOT TO SCALE 24' 1146 E FL' E. C I C I E l F I C BILL OF MATERIAL H I J BILL OF MATERIAL BILL OF MATERIAL MARK QUANT. DESCRIPTION SALV. NEW MARK QUANT. DESCRIPTION SALV. NEW MMD( QUANT. OESCRPDON SALV. NEW 2 8' Valve, Bal, ANSI 800 RETE. API 8FA Gear Operated 11 2 24' Gasket*, Fledtallk Ring, 0.125' Thick, ANSI 600 RF. 8' Pipe, P.E. 0.500' W.T., ER.W., ASTM A-105 Gr. B 2 B' 24' Fps. P.0. 0.375' W.T., E.R.W., API 5L Gr. 060 19 24" VOM, Boll, ANSI 600 17FFE, API 6F0. Lockable 12 (12) 1 1/8" Bolt, Stud, A-193 Gr. B7, C/17 2 Hex Nuts Each, A-194 Gr. 211 3 4 Induction Bend, 24' 0.0. x 0.375' W.T., API 5L Gr. 080 45' r/ 24' Tangents 20 2 Gouge, Preseure bloating, Phenolic Coe, 4' Old Facie, 1/2' Process Connection, 13 2 (24) 1 7/8' Bolt, Stud, A-193 Gr. 87, C/W 2 Hex Nuts Each, A-194 Gr. 211 4 Not Used 0-2000 PS Range 4 24' X 8' Tee, Reducing, Weld, Std. W.T. x Std. W.T., ASN A234 Gr. B 21 2 Bushing, 1' 11NPT x 1/2" FMK, Claes 6000 Hex Head, A162, 31605 4 2 24' X 1' Sockdet, 3000/ Riling, F.S., ASTM A-105 6 4 8' Fldnge, R.F.WN„ MIST B00, Std. Bore, ASTM A-105 22 2 8" (Aoeure, Vertical Hinged, ANSI 800, Yale 15 2 1' Pipe, Nipple, Sea nlsn, X -Iffy W.T., ASN A-106 Gr. B P8E 7 2 24' Doge, 6.F.8.N., ANSI 600, X-Hvy. Bon, 9511 9-105, Gr. 7-60 19'-11�' 12'- 16 2 1/2' X 1/2" Vohs, Gauge, Threaded, Close 6000 8 Not Wed Not Used 10 4 B' Gaskets, FkdtaIia Ring, 0.125' Thick ANSI 800 R.F. 17 2 1' Valve, Boll, NPT Saar End x Socket Weld End, ANSI 1503 Lever Operated 17'-10" JIL TN - 24" MAINLINE VALVE SITE PLAN CRADE 4,-7. 4-1 l'-11' 24" BML VAL1E GRADE m O 1'-11' GRADE ;e UNDERGROUND PIPE SUPPORT SEE DWG. 04171-931-01 (TYPICAL) 24f1 MAINLINE VALVE SITE ELEVATION A -A THS DRANIHO PIPE SUPPORT SEE DWG. 04171-931-001 (TYPICAL) 45' 3D BEND MP. 4) REFERENCE DRAWINGS DAM REVISIONS DoDtwTION A 09117108 JCM ISSUED FOR REVIEW DRAM JCM 09117108 OBRIONIC IMMURE DATE APPD fitD9.8NAI! ETC-24-800-MLVAvg ENERGY I RAt` SFE;' STANDARD PIPING PLAN & SECTION 24" MAINLINE VALVE SITE JOB # 04173 BIIERCNPROJECT NO, wu 3/8"=1'-0' MOM ETC-24-600-MLV A A B C D m V 0 r-7 00-3' 13-231' 0 11'-r a) 0 0 14 0 J 004 0 a©� 004 at•ia ii x:111 j 1;IL A r-93' r -r 10-0' © 00 o e O 2 ■ 0 0 0 0 4 0 0 w 1\, O m o 'll ;- �. ri wi..4I 0000 = 0 0 ..� 000200 F.O.F. 20-14309 BBOLLLVVA. 0 0000 II►46411 o0amii 'rr, e0000 m RIN A 0061 0 1.01 (TR. BOM MO) r-loo/ RE, euro (id. BA 9141) 0 t 27 2PAEI nBp YA 00 R o"A 0°�td0 •'o ono 0 r00 P 1111. 0 3-0' 1-0' Ir 24' PIPE W H' PLAN SCNE 1 4 - 1 -0 r r-174' r-0' 4'-' Ir ENO CF PPS F.O.F. 0•-500/ f 24' PPE TOP CP 14' 0 0 O 040 0 0 O • OGS a110�40� mI© 0 o 0 O 0,D 2411000 (0 11:11.;X 171- " 1O T wo-MN 13'0000.) 0 00+F1i' :" 0 0 V �r�wN VA Asa M [`J 1 m IIIIu'.A o ►n n no I h 00 ppw � O O © O GGG0Ra O 0 410fr ii 2 ill R 6 0 J l4'5 W 7 SECTION 904E 1/4' _ 1'-0' A F.0.F. r-000/5 f r EWNURM LIE - R r f]0' 94999. 0 r DRAM ITA Q WS[ A 24-REC-3EC-310 BILL OF MATERIAL 01Y 9a CEM9D11CN 3 PPI. NPpx, s.mdn.. 0-11s7 KT.. 4311 A-103 Q. 8 PBC P' 3 P$ KWh Beaded. 0-11ry KE, ASN A-103 Q. 0 1N r 3 1/2• PPA KPgi S0adNA X-Nw KT., ASM 4-103 Q. B 113E r 4 r P94 PE 0.154' Kt, SMnMu, 443100 4-106 0R 9 Bas 20'-5 I/O' 6 14' PPI, PE 0140• RT, MK IPI -0. OR X30. Bar 11-0' 7 24' Pt* PE 0.800' KT, IRK M-0. P. 830. Puska Pond 51-13' d E 30' PPA 0E 0.500' KT, 916 M-0. Qt X-74 On 15'x• 10 r PPA PE 0.200' RT, ERR IA -5L GR 4 ass 11 3/4' 11 12 5' P94 PE VAT RT, ERR, ASIS 44-105 OR. 4 BPs r -r 13 r Pp, PE 0,100' KT, EAR. 45111 4-105 m 3, FuM Bad Ir -l01/2' b r 11Or, I LA, W4 146 111.14 43100 *234 Or. B 15 1 24' Nor, E01A. 044 1507 RT, *910 A134, Cr. Y-00 15 3 r tRa, EO' IA, 2004 11/111.2, AIN *234, Q. B 17 1e ad, 4S IA, 044 0.500' R.T. M01n ALM, Q. 4-40 15 2 2' bA SNOldt NO Std. IT. o 311. KT., MN 4-234 Q. 5 10 24• 14- StroNt VIM 8500' IT. u 0,100' KT.. A3111 A-234 Q. Y-50, Bard 20 2 14'45' TSA RIQd4 044 0500. KT. r 0.500 KT., *310 A-234 OR 1-10 21 10'64' RILeu, EOOEblc, W4 0.500' Rt. Y 0.500' R.T., ABN A-234 Q. Y-70 22 10 r Fbp. RERA, 1119 604 9E 044. ,15111 A-105 13 1 24' flaps REKR, 1119 500 X-199 04:0, ASIY 4-104 Q. 4-30 a 5• Naafi 1104 WINS 424064 N19 504 Yds Flo- 604 0.500' KT, Q. 0 25 0• Flonpl, 01,800, 169 304 Std. bon, ASTI A-105 20 2 5• flap. RE'RNE, 1119 304 SW QrA ASM 4-106 27 6 2' Flop. RF, 0014 189 000. A3111 A-100 25 r Pips, RF, 9x4 AILS 454 *3111 4-105. 0/111/2' NT CWT 20 2 r San* Si, 9x4 MIS 004 45111 A-105 30 4 11/1" 02) Bolt Su4 A-143 Q, a, 0/R 2 Ha Mb Fad, 4-104 Q. 34 7 3/4' 31 1 7/3' (24) BO, Std. 4-103 Q. 117. C/R 2 Nu Nub Eads 4-104 Q, 54 1'-I 32 (12) 040. Stud, 4-133 Q. a, C/5 21111 Nub Fads 4-104 tr. 01 0 3/4' 33 13 5/3' (3)Bolt, SN44-143 Et 117. 0/11 200. Nob EaM, A -I/40'20 4 1/4' 13 004-11., 511,15450. Nd. 0.123' M!, NIS 000 RF. 2 N' OOMda. Wolk Nd. 0.120' Tdh ANSI 300 RE. 20 3' Nish Flydldb No 0123' tId, NO 003 RE. 37 4 r Orden 0,15050. Na 0.125' TWA NM 400 u.. 38 5 Ns lid Not 3030f RAM FE, AN A-105 3' 1/2• Pea Mac INO4 3500/ ROBp FE, A311 4-103 40 3 24'H' 0O444 2000/ Roth" FS ,1391 4-106 41 Irxr 1NddA 3000/ 1219 P1, 4016 4-105 #H' l0ldolst 3000/ Roth P.& A5111 4-103 43 1N.Wst 3000/ RAN, FR *3110 4-105 44 3 Not RdddA 116 RT. A3111 A -IM 46 3 WN Bd. Sd0H r 1141941, N X N, 3000/ KP. Slaldad Din 21/2' a 3 Veld Bd, Trnad N OIL 30 0f RP.. 30204.,1 Mn 2 3443' 47 1/2' NA Mt 114400/64 N X Flt 3000/ RP.. SlaHad Ton 1 7A0. d r NI* Ng. NM 603 RP., Staked Tdn 11 1/2' N r WA P44. NI9 /00 ILP, Sta dad Inn r -r 60 1 14' am 4S 2R, 044 0.600' Kt, AVM *334 Q. 4-40 51 2 24' Wa, M. NM 404 M, N Opnk3 Kmdad TM1n 4'-01/1• 52 2 5' WM. Ns INS 004 KE x P5, 9taNad %In 7-r 53 r INN, PN4 NM 604 KE • FE, StaNad Trin 1' -Ir 34 2 2' x14- Bd. NL9 6604 RE r F1, Fd Nabs 300064,1 THm 11 1/4' a 141!' P14 NMI9914 044 Von 24', 0.275' RT. Q. X-10 20 3 30'19' PS, Rs01lada 044 Ton 30', 0.373' Kt, Or. X-00 57 2 we 504 04-50,1,3 044 Yon 30', 0.623' IT, Or. 2-60 a 27 Mars, VIM wrlbd WOK 1119 604 Yds 4500, 0.600' Rt. Q. 2-70 M r 324/ 01aist1 GSA PA 50 r 3M A 04ts kr r 040/ 90444010 E Pp IN Mk 04-774--0070.51 2 24' W 44040' Re 14' 6005 011111110 a 2 24• 6005 901,10 044189 54 1 24'd' LAadd. 044 914 RT, A5111 A-103 a 2 24' MN, 07 It. 24 0.600' RT. ASN *204, Q. Yi0 a 1 2e 011. 154 0.500' Kt. ASM A234, Q. Y-80 a 3010' 194590. 30405 R011p, FA ASN A-106 x0{249 Fay. BY BATE MsrPIPnM 446600. 13' by ENERGY 1MI D CGNPANY MS 000.RMT B O(*W 4110. NO S 1I E PROPERTY a: gE1041011594- CQIPN1r Nm), IT NAY 4-010.(34-25W65NFID NRIOIEMNPOTII TD EMY1110YT 1EOOaaS1o71 OON6OT Q[TO 1N1 a05EDT ALSO N IN Q2WXM ROK Q 610 TK 5165 NL NOM m T19 MOM NO MMM m 1,11114- TI9 ION[Q/2405,11 NENARIOF KQET. [m MT 330 9DtmMORM 10'0,1(4-16 MOAN 104-163' 11 nc EEnaenERx010!//200/4-0,124 PBIICAIISI. Em NRIMmNNE M NSR m 1a ERI LIN 15 5064-00 LCE a A MUM ION TIDE NANO IQfa m 113 MINT NOT QPY, OZ M OIr14K OE w11NANN 11na RSR war W1451Y NANO r ETC 1000a RULISON TO ENTERPRISE 24"6 PIG RECEIVER PIPING PLAN & SECTIONS MAW p9': 514 OAIF: a/20/045 0240150 Br. OAa: 0/20/45 UAIE: APPROVED 54- 10,1110/RR SCAM AIE 114: NORM REV. QAlal20TNM1�1X24 A1�4E6iMI Own NO'` 44 -0240. -STD tAiSTa • 11 11�� RMA1R4Ml� A dM 5/20/00 1377,120 FM mIsh,INIROY NAVE: ETC-ROLISON.dwq 00000 P.0,. C-1ME t 24 PCE TPM TM Of 21' PPE r PDM ►oil oo4y _a' NiK ra -S E-r9r T- C -1 co 6D o o O + 6i C1/1IIIIIIII1111/ neallEM r i� O/O/O/O/���%ice/J O:O/O/OiOi.4;; �rrrrrr r/i r/ir SECTION SECTION SCALE l/4' • 1' 0 O 24-REC-STO SCALE 1/4' • I'-0' C 24 -REO -SM 0 fIN RIE 0 -gym ona-00 SECTION SCALE I/4' - I' -D' O 24-REC-STD NOT REV. BY DAT: DESCRIPTION OM. RY by ENERGY TRANSFER CWPANY DIPM TM DgCadai IS DAY) M SALE PRMRMOF ENEMY MNYRFA Crypµy (ETC). R NAY NOT � OWED 01 Mao 11 MEM 11 PMT 11 MY MY W1110111ME 1T it SS MD1NY RMI M M ER. TM DODEpT ALSO M M 0RM9m MMM Et ETC 01100 NI Fa TO TOWN NO Warn Mal TM MM COMM NO AS A TULE 1C£1; ET: WY NSD SEW M NprzcT SM MMM M ENRSONLI«PINMT 1111EE1MT M ODM NMWIME M mmol PIIEAMN ETC KM TO ORM IR RMT T111MMw ISM SE MartMT UM M A Plae MM MM NAMO ,NSR Tl xN rx NAY NOT OOREV. u t COM a MNDaSF M MMxATq N TM a MESS gESSIY x11Xt1®n EIC 10 M 30 RULISON TO ENTERPRISE 24"0 PIG RECEIVER PIPING PLAN &SECTIONS ENERGY TRANSFER DAM 11/2o/oe oaAVM BD CHECKED Er. aIle ogle E/21/M APMOVID SM DAM SCALE: MEM NOTED A Q MNa."0: 24-EEC—SEC—STD �raxt. at M MuspiRMfiMFFILE pl�PIIPp>dNIR/13RM A MS 0 Ma/20/0MaMR TM NAME: ETC—RUILSON.dwg E-2 UNE PIPE SUPPORT Mk tSBB', SEE 0W0. 04171-936-001 • ANCHOR BOLTS 'A', DWG. 04171-936-001 (4) /8 0 10 1/4' O.C,--v k 0 FRP 'MAINE' BY RIAS MESH COMPANY. INC SECURED W/FPDXY TO REST BLOCK 3 '-0' 3 VL 2'-0'v 1/4' (6) /5 0 1 3/4' 0.C. ELEVATION NATAE UNDISTURBED INORGANIC SOIL Q. (4) ANCHOR BOLTS A', SEE DEAL DWO. 04171-936-001 (6) /5 x 12' J /4 RES AS SHOWN PLAN 8"0 PIPE FOUNDATION SCAE: 3 4' MIR - E1' -0'D (( SEE PIPING. FOR LOCATIONS h COMPACTED SELECT CATEOORY I FILL AS NEEDED ELEVATION 3'-0' �(4) I EACH WAY • 6 PLAN UNDERGROUND PIPE SUPPORT SCALE 3/4• - I'-0' 10 REQUIRED SEE PIPING 05. FOR LOCATIONS J S e E Z UNE PIPE SUPPORT Mk '09910', SEE 0W0. 04171-936-001 (4) ANCHOR BOLTS 'B', SEE DWG. 04171-936-001 • 1/2' CHAMFER GRADE :11=11=11-11= SACKRLL WITH IMPORTED ORANDULAR STRUCTURAL RLL IN 6' MAX. LIFTS& COMPACT TO 965 PROCTOR DENSITY 17 (5) }5 0 9' 0.0 -.„„=„...,=..„. =11= ELEVATION L J NATIVE UNDSTURBED INORBYIIC SOIL it (4) ANCHOR BOLTS B', SEE DETAIL DWG. 04171-936-001 (6) /S x J 14' /4 TIES AS SHOWN PLAN 10"0 PIPE FOUNDATION SCALE OTOS FORK LOCATONS RED SEE APING GRADE 3•-0'INRENFORCED CONCRETE 'BLOCK; F0MJ40 NOT REOD. POOR AOMNST UNDIMMED 4' MOE STI. MNG[ OR 1'x4' STEL .. PLATE SECTIONS AL DE ELEVATION AROUND PIPE END ELEVATION PIPELINE THRUST BLOCK SCALE: 3/4' • 1'-0' x7 REOUIREO SEE PIPIN WGB. POR LOCATIONS a 111 ,_i--- E 2 UNE PIPE SUPPORT Mk '03812', SEE DWG. 04171-936-001 (4) ANCHOR BOLTS '0'. SEE DWG. 04171-936-001 1/2' CHAMFER GRADE BACKRLL WITH IMPORTED ORAIDUWR STRUCTUROL FEL IN 6' MAX. UMTS @ COMPACT TO 952 PROCTOR DENSITY 17 11=-11=11=11=11=1 :=11=11=11= ELEVATION L NAIVE UNDISTURBED INORGANIC SOIL Q (4) ANCHOR BOLTS C', SEE DETAIL DWG. 04171-936-001 (8) /5 x J 16' 4 11ES A4 SHOWN PLAN 12"0 PIPE FOUNDATION SING TAGFOR LOCATIONS SEE PIPING TAGS. SEE DWG 04171-931-02 FOR CIVIL/CONCRETE REQUIREMENTS. E-2 UNE PIPE SUPPORT Mk '09914', SEE DWG. 04171-936-001 (4) ANCHOR BOLTS '0'. SEE DWO. 04171-936-001 BACKFILL WITH IMPORTED OMNDULAR I STRUCTURAL RLL IN 6' MAX. LIFTS & COMPACT TO 955 PROCTOR DENSITY 'q 11=.11=11=11=11=1 =11=11=11=. ELEVATION NAME UNDISTURBED INORGANIC SOIL G. (4) ANCHOR BOLTS '0', SEE DEAL DWG. 04171-936-001 (8) #5 x 16' I I J PLAN 4 TIES AS SHOWN 1413 PIPE SCALE'FOUNDATION SEE PIPITS 7) REaFIRELOCA7NIN4 x NUMBER REFERENCE DRAWINGS No. REVISION BY wit at ENERGY TRANSFER COMPANY TIME A ISSN E0 FCR BID NEL /1-20-0111 mow RUUSON TO ENTERPRISE Wa " As NOIm � N PIPE SUPPORT DETAILS chat 09-,6-„ I MAW —* wait sea* 04171 04171-931-001 A ,/I1 111 1/2' CHAMFER ,=�- 11__ ■E , _— ■■ ,l■ GRADE S II11 I[ 1-1 1=11=11=11 11: 11.:11 111' :11=11II-11=1 e SACKFUL W1114 IMPORTED ORANDULAR T 98 IN 6' MAX. uFTS & STRUC.. COMPACT I PROCTOR TO S55 PROCTOR DENSITY 17 : pxot in, (4) /8 0 10 1/4' O.C,--v k 0 FRP 'MAINE' BY RIAS MESH COMPANY. INC SECURED W/FPDXY TO REST BLOCK 3 '-0' 3 VL 2'-0'v 1/4' (6) /5 0 1 3/4' 0.C. ELEVATION NATAE UNDISTURBED INORGANIC SOIL Q. (4) ANCHOR BOLTS A', SEE DEAL DWO. 04171-936-001 (6) /5 x 12' J /4 RES AS SHOWN PLAN 8"0 PIPE FOUNDATION SCAE: 3 4' MIR - E1' -0'D (( SEE PIPING. FOR LOCATIONS h COMPACTED SELECT CATEOORY I FILL AS NEEDED ELEVATION 3'-0' �(4) I EACH WAY • 6 PLAN UNDERGROUND PIPE SUPPORT SCALE 3/4• - I'-0' 10 REQUIRED SEE PIPING 05. FOR LOCATIONS J S e E Z UNE PIPE SUPPORT Mk '09910', SEE 0W0. 04171-936-001 (4) ANCHOR BOLTS 'B', SEE DWG. 04171-936-001 • 1/2' CHAMFER GRADE :11=11=11-11= SACKRLL WITH IMPORTED ORANDULAR STRUCTURAL RLL IN 6' MAX. LIFTS& COMPACT TO 965 PROCTOR DENSITY 17 (5) }5 0 9' 0.0 -.„„=„...,=..„. =11= ELEVATION L J NATIVE UNDSTURBED INORBYIIC SOIL it (4) ANCHOR BOLTS B', SEE DETAIL DWG. 04171-936-001 (6) /S x J 14' /4 TIES AS SHOWN PLAN 10"0 PIPE FOUNDATION SCALE OTOS FORK LOCATONS RED SEE APING GRADE 3•-0'INRENFORCED CONCRETE 'BLOCK; F0MJ40 NOT REOD. POOR AOMNST UNDIMMED 4' MOE STI. MNG[ OR 1'x4' STEL .. PLATE SECTIONS AL DE ELEVATION AROUND PIPE END ELEVATION PIPELINE THRUST BLOCK SCALE: 3/4' • 1'-0' x7 REOUIREO SEE PIPIN WGB. POR LOCATIONS a 111 ,_i--- E 2 UNE PIPE SUPPORT Mk '03812', SEE DWG. 04171-936-001 (4) ANCHOR BOLTS '0'. SEE DWG. 04171-936-001 1/2' CHAMFER GRADE BACKRLL WITH IMPORTED ORAIDUWR STRUCTUROL FEL IN 6' MAX. UMTS @ COMPACT TO 952 PROCTOR DENSITY 17 11=-11=11=11=11=1 :=11=11=11= ELEVATION L NAIVE UNDISTURBED INORGANIC SOIL Q (4) ANCHOR BOLTS C', SEE DETAIL DWG. 04171-936-001 (8) /5 x J 16' 4 11ES A4 SHOWN PLAN 12"0 PIPE FOUNDATION SING TAGFOR LOCATIONS SEE PIPING TAGS. SEE DWG 04171-931-02 FOR CIVIL/CONCRETE REQUIREMENTS. E-2 UNE PIPE SUPPORT Mk '09914', SEE DWG. 04171-936-001 (4) ANCHOR BOLTS '0'. SEE DWO. 04171-936-001 BACKFILL WITH IMPORTED OMNDULAR I STRUCTURAL RLL IN 6' MAX. LIFTS & COMPACT TO 955 PROCTOR DENSITY 'q 11=.11=11=11=11=1 =11=11=11=. ELEVATION NAME UNDISTURBED INORGANIC SOIL G. (4) ANCHOR BOLTS '0', SEE DEAL DWG. 04171-936-001 (8) #5 x 16' I I J PLAN 4 TIES AS SHOWN 1413 PIPE SCALE'FOUNDATION SEE PIPITS 7) REaFIRELOCA7NIN4 x NUMBER REFERENCE DRAWINGS No. REVISION BY wit at ENERGY TRANSFER COMPANY TIME A ISSN E0 FCR BID NEL /1-20-0111 mow RUUSON TO ENTERPRISE Wa " As NOIm � N PIPE SUPPORT DETAILS chat 09-,6-„ I MAW —* wait sea* 04171 04171-931-001 A rt 1-2 UNE PIPE SUPPORT Mk 'CSB1R', SEE DEO. 04171-938-002 (4) ANCHOR BOLTS E DWG. 04171-936-001 vk =111111111 �11 1 -II -II -1 BACKFILL WTI IMPORTED GRAMMAR STRUCTURAL FILL IN 8" MM. UFR & COMPACT 10 95E PROCTOR DENSITY (6) /8 x 6'-5" 0 1" T ELEVATION NATIVE UNDISTURBED INORGANIC SOIL (E (4) ANCHOR BOLTS '1'. SEE ORAL DWG. 04171-936-002 (10) /6 x J /4 TIES IN GROUPS OF 4 BNS M SHOWN PLAN 16"0 PIPE FOUNDATION SCALE 3/4" - 1'-0' (x7) REQUIRED SEE PIPING 60003. FOR LOCATIONS 12" b 1u '111 ■= • ___M_I • 9■ 1 2" DLR. UII1I ,i■■■ El MN L- I Nd 1 2' R O in u■■u ■■■ 11 I111I I.111 1J -11-11=11=1 u■■■ vk =111111111 �11 1 -II -II -1 BACKFILL WTI IMPORTED GRAMMAR STRUCTURAL FILL IN 8" MM. UFR & COMPACT 10 95E PROCTOR DENSITY (6) /8 x 6'-5" 0 1" T ELEVATION NATIVE UNDISTURBED INORGANIC SOIL (E (4) ANCHOR BOLTS '1'. SEE ORAL DWG. 04171-936-002 (10) /6 x J /4 TIES IN GROUPS OF 4 BNS M SHOWN PLAN 16"0 PIPE FOUNDATION SCALE 3/4" - 1'-0' (x7) REQUIRED SEE PIPING 60003. FOR LOCATIONS 12" b 1u GRADE 1-2 UNE PIPE SUPPORT Mk '05820', SEE ORO. 04171-938-002 (4) ANCHOR BOLTS 'R. SEE DWG. 04171-036-001 3/4' CHAMFER ALL EDGES BACKFILL MN IMPORTED ORMDULAR STRUCTURE/ RLL IN 8" MM. LIFTS & COMPACT TO 951E PROCTOR DENSITY (5) /6 x 5'-6" 0 11" 17� (7) 06 x 3'-8" 0 10" ELEVATION V-3' 3'-0" 1'-3" 1'-6' 1'-2" 14 T NA1WE UNDISTURBED INORGANIC SOIL 1 (4) ANCHOR BOLTS E". SEE OETNL DSO. 04171-938-002 7 (10) /6 j 12' TES IN GROUPS OF 4 BARS M SHOWN PLAN 20'0 PIPE FOUNDATION (x7) REQUIRED SEE PIPING OWES. FOR LOCATIONS ISSUED FOR DATE: 9-25-06 B I In CMLICONCRETE NOTES 1. GENERAL NYE INFORMATION A OEM 000E IBC -2003. 8. 5110W LOAD 40 PSF (0R0UND SNOW). C. WIND SPEED 90 MPH, EXPOSURE "0". 0. SEISE DEVON CATEGORY 8, USE GROUP 11, SDE PASS 0; 11.25 E FROST DEPTH 41" IN COLORADO, F. SEISM SOIL PROFILE SX I. CIVIL WORK AND FOUNDATION CONST UCTION A FOUNDATION 8 BASED ON ASSUMED 1500 PSF INORGANIC UN0STRUBED MAIM SOIL PER IBC -2003. B. 1P INV DISCREPANCY FROM THE ABOVE SOI. PROPERTIES IS DISCOVERED IN THE COURSE OF CIGVATON/FOLNDATION CONSTRUCTION, THE ENGINEER SHILL BE NOTIFIED IMMEDNTELY FOR FOUNDATION SYSTEM NE -EVALUATION. C. OCCAVATON AND SCREE: 1. WORE AREA MOUND EACH FWNMTI0N MUST BE TNCR000HLY PROBED FOR UNDERGROUND PIPE CONOUR, HON PRESSURE ONES. ETC.. BEFORE ANY EXCAVATION IS BEGUN. 2. STRUCNR4 BACKFILL SHALL CONSIST OF GRANULAR NON-EXPMSNE SAID, GRAVEL AND BAND -GRAVEL MIXTURES, W TH PLASTCIY INDEX BELOW 15, 19TH 1005 LESS 1MN 4' S12E ROCKS AND MM. 20E PASSING No. 200 SIEVE B SHALL BE PLACED N 6' TMX. UFR. STRUCTURAL RLL IN FOUNDATION MFRS SHOULD BE COMPACTED TO 96* OF THE ASTM 01667 LABORATORY STANDARD MAX. CIN DENSITY. D. SUBOMDE C0N01110NS SHOULD BE INSPECTED BY A GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF AW CONCRETE. STRUCTURAL RLL SHOULD BE INSPECTED MD TESTED. t CONCRETE A AL CONCRETE WORN SHALL CONFORM TO 1NE REGUIWENTS OF ACI 301, SPECIFIC/MONS FOR BTRUCNML CONCRETE FOR BUILDINGS, LATEST EDDON. B. CONCRETE MD REINFORCEMENT BNN.L BE DESIGNED AND PLACED IN ACCOROMCE CORN ADL BUILDING CODE REQUIRE/MIS FOR REINFORCED CONCRETE AG 318, LATEST EDITION. AP -308 'HOT WEATHER CGNCRE11N0' & AG -306 'COLD WEATHER' SEAL BE ROL/OWED. C. CONCRETE COMPSESSNE STRENGTH (ex) 0 28 DAYS: 3000 RM FOR AL CONCRETE CONCRETE MIX WALL L FINE 0.45 MNL WATER/CEMENT RA10 FOR THE CONCRETE RES TO BE WATERTIGHT AND 0.55 LMX FOR 111 OTHER CONCRETE M 0(1)10 CONCRETE MIX SWMP SIULL NOT EMCEED 5'. USE NR-ENIMNED CONCRETE OF 5-7& NR EY VOLUME. LEN! CONCRETE SHALL BE (FIG 1500 PG. 0. USE TYPE 10R TYPE II CEMENT FOR CONCRETE UNLESS NOTED OTHERWISE ON 0MWN0S. E ,WWE011E8 SHALL BE CRUSHED STONE CONFORMING TO 'WPECIFICATON FCR CONCRETE AGGREGATES" MW 033. AGGREGATE SIZE SHILL 8E 3/4" TMX. F. R6NFOROINO MRS SHILL BE DEFORMED, NIERMEOIIE OMDE NEW BILLET STEEL CONFORMING TO MN M16 NCWOINO SUPPLEMENTARY 5EWIREMENTS 51. GRADE S0. RECD SPLICES SHALL BE 36 TIMES BAR DEMETER, U.O.N. 0. CONCRETE PROTECTOR FOR REINFGOWENT - GEAR DISTANCE FROM FACE OF CONCRETE TO BM SHALL BE M PGLOM UNLESS NOM): I. CONCRETE DEPOSITED MARE GROUND OR NPD FORM: 3'. 2. CONCRETE SURFACES DEPOSED TO WEARIER OR N CONTACT WRIT GROUND MER REMOVAL OF FORMS: 1 1/2' FOR /5 BARS MD SMALLER, 2' FOR /6 THROUGH 115. 3. SURFACES NOT EXPOSED TO GROUND OR WEATHER: 3/4' FOR SUBS MD WALLS 'MN /II MD SMALLER BARS, 1 1/2" FOR BENS AND COLUMNS. H. JOINT SEALANT FOR NL CONCRETE CONTROL, CONSTRUCTOR ANO ISOLATOR JOINTS SHALL BE RIOFT01-IA BY SEA CORP.. OR APPROVED EOM- OROUT USED FOR GROUTING STRUCTURAL STE(L/COWMN BASE PLATES SHALL GE PREPAGIED, 04044 -FLUIDITY NON -SHRINK NATURAL AGGREGATE GROUT SUCH M MASIFNLOW 713 8Y MASTER BUILDERS OR FIVE -STM GROUT BY U.S. GROUT CORP.. OR APPROVED EQUAL FOLLOW WNUFACNRERS INSTRUCTORS FOR INSTALLATION. J. AL WELDING PROCEDURES INCLUDING STUD WELDING MO OUADICATONS SHILL BE IN ACCORDANCE WITH AWS D1.1. K. EXPOSED CORNERS SHALL BE CHAMFERED 3/4" UNLESS WED. L CHECK .AL1. EIECMC4. MECHANICAL AND PIPRNO DRAWINGS FOR EMBEDDED NEMS (PIPE CONDXM, ETC) AND BL0CK0UI1 BEFORE PLACING CONCRETE. M IF REINFORCING OR MESH 15 FIELD CUT FOR SENA 000410405, CONDUIT. ELECTRICAL BOXES. ETC., CUT REINFORCING SEAL BE REPLACED WITH AN MUNNENT AREA OF STEEL. AL SUCH 8009 SHALL WEER) 24' MINIMUM (GR MESH LAP 2") BEYOND CORNER OR EDGE OF OPENING. IF NECESSARY REINFORCING SHALL BE BEM TO PROVIDE THIS MNIMUM EMBEDMENT. MAKE ALL BMS CONITNIME MOUND CORNERS. N. THE CONTRACTOR SHALL YE567 ALL EQUIPMENT ANC OR BOLT DIMENSIONS AOAHET ME CERTIFIED EQUIPMENT DRAWINGS BEFORE P1ACN0 CONCRETE TOLERANCES FOR ANCHOR BOLT LOCATCN4 AND ELEVATIONS SHALL BE M DEFINED IN ME AMERICAN INSTITUTE OF STEEL CONSTRUCTOR (ASC) CODE OF STANDARD PRACTICE. 0. THE CONTRACTOR SILL BE RESPONSIBLE FOR RAMP/ TME -OFT. REFERENCE DRAWINGS No. REVISION BY Da at ENERGY TRANSFER COMPANY NUMBER TILE RUIJSON TO ENTERPRISE 03M tl1M1N M NOTED in= PIPE SUPPORT DETAILS A ISWJEO PER BD Rd %-26-0& CVIG-25-00 Ise NS/ NM Mum x' 04171 04171-931-002 A '1_■ ■= MIN ME=M ^1 N 1 1 2" DLR. UII1I ,i■■■ 1.11.11=11.111 I —II—II 11 1 .4 ■■■ GRADE 1-2 UNE PIPE SUPPORT Mk '05820', SEE ORO. 04171-938-002 (4) ANCHOR BOLTS 'R. SEE DWG. 04171-036-001 3/4' CHAMFER ALL EDGES BACKFILL MN IMPORTED ORMDULAR STRUCTURE/ RLL IN 8" MM. LIFTS & COMPACT TO 951E PROCTOR DENSITY (5) /6 x 5'-6" 0 11" 17� (7) 06 x 3'-8" 0 10" ELEVATION V-3' 3'-0" 1'-3" 1'-6' 1'-2" 14 T NA1WE UNDISTURBED INORGANIC SOIL 1 (4) ANCHOR BOLTS E". SEE OETNL DSO. 04171-938-002 7 (10) /6 j 12' TES IN GROUPS OF 4 BARS M SHOWN PLAN 20'0 PIPE FOUNDATION (x7) REQUIRED SEE PIPING OWES. FOR LOCATIONS ISSUED FOR DATE: 9-25-06 B I In CMLICONCRETE NOTES 1. GENERAL NYE INFORMATION A OEM 000E IBC -2003. 8. 5110W LOAD 40 PSF (0R0UND SNOW). C. WIND SPEED 90 MPH, EXPOSURE "0". 0. SEISE DEVON CATEGORY 8, USE GROUP 11, SDE PASS 0; 11.25 E FROST DEPTH 41" IN COLORADO, F. SEISM SOIL PROFILE SX I. CIVIL WORK AND FOUNDATION CONST UCTION A FOUNDATION 8 BASED ON ASSUMED 1500 PSF INORGANIC UN0STRUBED MAIM SOIL PER IBC -2003. B. 1P INV DISCREPANCY FROM THE ABOVE SOI. PROPERTIES IS DISCOVERED IN THE COURSE OF CIGVATON/FOLNDATION CONSTRUCTION, THE ENGINEER SHILL BE NOTIFIED IMMEDNTELY FOR FOUNDATION SYSTEM NE -EVALUATION. C. OCCAVATON AND SCREE: 1. WORE AREA MOUND EACH FWNMTI0N MUST BE TNCR000HLY PROBED FOR UNDERGROUND PIPE CONOUR, HON PRESSURE ONES. ETC.. BEFORE ANY EXCAVATION IS BEGUN. 2. STRUCNR4 BACKFILL SHALL CONSIST OF GRANULAR NON-EXPMSNE SAID, GRAVEL AND BAND -GRAVEL MIXTURES, W TH PLASTCIY INDEX BELOW 15, 19TH 1005 LESS 1MN 4' S12E ROCKS AND MM. 20E PASSING No. 200 SIEVE B SHALL BE PLACED N 6' TMX. UFR. STRUCTURAL RLL IN FOUNDATION MFRS SHOULD BE COMPACTED TO 96* OF THE ASTM 01667 LABORATORY STANDARD MAX. CIN DENSITY. D. SUBOMDE C0N01110NS SHOULD BE INSPECTED BY A GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF AW CONCRETE. STRUCTURAL RLL SHOULD BE INSPECTED MD TESTED. t CONCRETE A AL CONCRETE WORN SHALL CONFORM TO 1NE REGUIWENTS OF ACI 301, SPECIFIC/MONS FOR BTRUCNML CONCRETE FOR BUILDINGS, LATEST EDDON. B. CONCRETE MD REINFORCEMENT BNN.L BE DESIGNED AND PLACED IN ACCOROMCE CORN ADL BUILDING CODE REQUIRE/MIS FOR REINFORCED CONCRETE AG 318, LATEST EDITION. AP -308 'HOT WEATHER CGNCRE11N0' & AG -306 'COLD WEATHER' SEAL BE ROL/OWED. C. CONCRETE COMPSESSNE STRENGTH (ex) 0 28 DAYS: 3000 RM FOR AL CONCRETE CONCRETE MIX WALL L FINE 0.45 MNL WATER/CEMENT RA10 FOR THE CONCRETE RES TO BE WATERTIGHT AND 0.55 LMX FOR 111 OTHER CONCRETE M 0(1)10 CONCRETE MIX SWMP SIULL NOT EMCEED 5'. USE NR-ENIMNED CONCRETE OF 5-7& NR EY VOLUME. LEN! CONCRETE SHALL BE (FIG 1500 PG. 0. USE TYPE 10R TYPE II CEMENT FOR CONCRETE UNLESS NOTED OTHERWISE ON 0MWN0S. E ,WWE011E8 SHALL BE CRUSHED STONE CONFORMING TO 'WPECIFICATON FCR CONCRETE AGGREGATES" MW 033. AGGREGATE SIZE SHILL 8E 3/4" TMX. F. R6NFOROINO MRS SHILL BE DEFORMED, NIERMEOIIE OMDE NEW BILLET STEEL CONFORMING TO MN M16 NCWOINO SUPPLEMENTARY 5EWIREMENTS 51. GRADE S0. RECD SPLICES SHALL BE 36 TIMES BAR DEMETER, U.O.N. 0. CONCRETE PROTECTOR FOR REINFGOWENT - GEAR DISTANCE FROM FACE OF CONCRETE TO BM SHALL BE M PGLOM UNLESS NOM): I. CONCRETE DEPOSITED MARE GROUND OR NPD FORM: 3'. 2. CONCRETE SURFACES DEPOSED TO WEARIER OR N CONTACT WRIT GROUND MER REMOVAL OF FORMS: 1 1/2' FOR /5 BARS MD SMALLER, 2' FOR /6 THROUGH 115. 3. SURFACES NOT EXPOSED TO GROUND OR WEATHER: 3/4' FOR SUBS MD WALLS 'MN /II MD SMALLER BARS, 1 1/2" FOR BENS AND COLUMNS. H. JOINT SEALANT FOR NL CONCRETE CONTROL, CONSTRUCTOR ANO ISOLATOR JOINTS SHALL BE RIOFT01-IA BY SEA CORP.. OR APPROVED EOM- OROUT USED FOR GROUTING STRUCTURAL STE(L/COWMN BASE PLATES SHALL GE PREPAGIED, 04044 -FLUIDITY NON -SHRINK NATURAL AGGREGATE GROUT SUCH M MASIFNLOW 713 8Y MASTER BUILDERS OR FIVE -STM GROUT BY U.S. GROUT CORP.. OR APPROVED EQUAL FOLLOW WNUFACNRERS INSTRUCTORS FOR INSTALLATION. J. AL WELDING PROCEDURES INCLUDING STUD WELDING MO OUADICATONS SHILL BE IN ACCORDANCE WITH AWS D1.1. K. EXPOSED CORNERS SHALL BE CHAMFERED 3/4" UNLESS WED. L CHECK .AL1. EIECMC4. MECHANICAL AND PIPRNO DRAWINGS FOR EMBEDDED NEMS (PIPE CONDXM, ETC) AND BL0CK0UI1 BEFORE PLACING CONCRETE. M IF REINFORCING OR MESH 15 FIELD CUT FOR SENA 000410405, CONDUIT. ELECTRICAL BOXES. ETC., CUT REINFORCING SEAL BE REPLACED WITH AN MUNNENT AREA OF STEEL. AL SUCH 8009 SHALL WEER) 24' MINIMUM (GR MESH LAP 2") BEYOND CORNER OR EDGE OF OPENING. IF NECESSARY REINFORCING SHALL BE BEM TO PROVIDE THIS MNIMUM EMBEDMENT. MAKE ALL BMS CONITNIME MOUND CORNERS. N. THE CONTRACTOR SHALL YE567 ALL EQUIPMENT ANC OR BOLT DIMENSIONS AOAHET ME CERTIFIED EQUIPMENT DRAWINGS BEFORE P1ACN0 CONCRETE TOLERANCES FOR ANCHOR BOLT LOCATCN4 AND ELEVATIONS SHALL BE M DEFINED IN ME AMERICAN INSTITUTE OF STEEL CONSTRUCTOR (ASC) CODE OF STANDARD PRACTICE. 0. THE CONTRACTOR SILL BE RESPONSIBLE FOR RAMP/ TME -OFT. REFERENCE DRAWINGS No. REVISION BY Da at ENERGY TRANSFER COMPANY NUMBER TILE RUIJSON TO ENTERPRISE 03M tl1M1N M NOTED in= PIPE SUPPORT DETAILS A ISWJEO PER BD Rd %-26-0& CVIG-25-00 Ise NS/ NM Mum x' 04171 04171-931-002 A Eir,_(2) ANY IlEX NMI 3 TACK NOD DETAIL ANCHOR BOLT 'A' SCARE: 1 1I2' MATERIALS.T.M. MO7 PLAN b n ELEVATION E -Z LINE PIPE SUPPORT Mk 'CSB8' ift(2) MY HEX NUR DETAIL ANCHOR BOLT 'B' SOMEI 1I: MATERMS.T.M. n07 PLAN ELEVATION E -Z LINE PIPE SUPPORT Mk'CSB10' SCAM 3/4' Eir/-(2) INT HU NUTS DETAIL ANCHOR BOLT 'C' 'sand, 11/2' - MATFRUk S.T.M. MW 5411 BLOCKS PLAN 111 1/B• EIC uNER SEE 11115 OR 0. lilt 3 0AO. ELEVATION E -Z LINE PIPE SUPPORT Mk'CSB12' SCALE, 3/4' - 1'-0' fer,-(2) INF HEX NUR DETAIL ANCHOR BOLT 'D' SCM.E 1142' - MIAIERIMI B.T.M. *707 2'-2' 3 I/' 3 1/2' 3 1/2' PLAN Li SH = 1/13' PYC LINER 14, TM10.W 13 0, b ELEVATION E -Z LINE PIPE SUPPORT Mk'CSB14' SCALE 3/4' - 1'-0' STEEL. NOTES .L_ GENITAL A STRUOWNN. STEEL SNAIL BE 0E5:ONE0, DEFECATED MD ERECTED IN ACCORDANCE N1I11 ME LATEST EOMOI OF THE 'AMERICAN INSTIME OF STEEL COISTRUCfION' (MSC) MANUAL, ILL LOCAL COD Mo PROJECT SPEOHCA11O15. B. MEMBERS OF EQUAL OR GREATER STREWTH MO STIFFNESS MAY BE SUESITIVlED FOR THOSE 5HOYM O4 ENE CAPRI IU10 MARROW, WITH PRIOR APPROVAL FROM THE ENGINEER. C. COLUMN BASES 51011. 8E SHOP -FINISHED TO OEYELOP FULL SEMUNO ON THE ELISE PLATES. PRONDE THE FOL0V4N0 OVERSIZED HOLES IN SASE PLATES UNLESS RIOTED OIHERMSEi (HOLES SWBL 8E DPoIIE0 011 PUNCHED.) BOLT - 3/4'0 TO 1'0 9ICUJSK METER + 0/15'. BOLT - OVER ,'0 TO 2'0 INCLUSIVE DAIETER + 1/2'. BOLT - OVER 2'0 INCLUSIVE DARETER + 1'. L., _alat_II LEMHF,RS L SIRUCIOPAL STEEL SHAPES ALO PLATES, EXCEPT ROLLED W SHAPES, SHALL CONFORM TO ASTU AK B . STRUCTURAL STEEL ROLLED W SHAPES BN41. CONFORM TO AS111 A992. 0. STRUCTURAL STEEL PPE SHALL CONFORM 70 ATTH 453, GRADE B. D. 5111*. TOMO SHALL C0NF0RN 10 ASM A500 ORME D. L EOX ORIC CONNECTIONS HALL NOT SE PERMITTED. A 8. CA jot TED COMILQIUSAIS PRIME SHALL 131 POTTED BFARNO TYPE (NTP THREADS INCLUDED IN SHEAR PLANE) FRAMED BEAM CONHECT0tis U51N0 3/4'0 A5 A IDNBJUII MEM A325 177E 1140N STREWTH BOLTS WITH ONE (1) MTM FNB IBRDDIEO WASHER, ONE (1) AS114 A194 2H NUL AND ONE (4) ASDL 1959 DIRECT TENSION INDICATOR 3121 IN ADCOROMCE SIM 1114011089 ARID FORCES SHOWN 870 TABLE B Of 1145 1150 WNW, LATEST LOAD GDFLIIY FOR EACH GNI' BEM MD MD . ALL CONNECTIONS31µ UNLESS 1EACIIWIS ARE OMEN ON OryANBE SITED TO SUPPORT 605 OF THE INGS. N SECOIDAAY FED CO0IEONOtR FOR MR, 111IUNS, STAIRS, LAVERS MD IW70PNL POSTS SHED. BE MME USING 5/8'0 4971 4107 BOLTS A7i0 A311.1 *194 211 NUR, UNLESS NOTED. MINIMUM AMBER OF BOLTS FOR ALL CORRECTIONS 5X41 BE TARO (2), UNLESS NOTED. lIELQER_G4NCLEDnONG A SHACONNECTIONS SHALL BE WELDED 4410 5250 01 ACCORDANCE 9,118 TABLE 11 OF IBE NSC LL B. MONO 5W31. CONFORM 10 THE AW5 01.1 SIRUCTUML WEIBINO 000E-51EED LATEST EDITION, 0. USE V10)04 SEXES ELE01110DES rot IMNLVL 5HELDEO METAL MC NUM A7(t) F7X-) 00C SERIES 51501NWE8 FOR SUBMERGED /RC WELOIHO. 0. BUR MELDS SHALL BE TULL PENETRATION UNLESS OMERA'ISE NOTED. E FELET WELDS SNCL BE 1/4' UNLESS NOTED. 15-PAIN.TJN A STRUCTURAL MO UISCEUME0U5 STEEL SKM1. BE CLEANED MU PAINTED PER CLAM'S STANDARD PAINTING SPEOM'A1IO11. PLATFORM ORARNO AND WAR TREADS SNCL BE OILVMIRED PER STRUCTURAL STEEL MEWL NOTES. 6 JA(7I31CATION ERECTION SYQRISM&N.SIME k RIE FABRICATOR SHALL SUBMIT DRANIN03, 871 OF UA1ER44 1HOLU0010 FIELD 8011 WS MO ERECTION DRAWS 10 THE ENGINEER TOR APPROVAL BEFORE 3MARTINO DEFUCA110N. ONLY DUKE) DRAWINGS ANAL BE ACCEPTED FOR APPROVAL. APPROVAL OF SHOP DMNIN09 SHALL BE INTERPRETED AS APPROVAL OF GENERA. METHODS AND AWUNOOJINIS ONLY MO SHALL NOT CONSTIME WAm1CAl10N OF OMEH3I0N5 OR OUAMTMES. 0. FABRICATOR ACL. FURNISH ALL FIELD DOLTS, DOLT SCHEDULE, CUP MOLES MD TEVPOR'RY PASTFNMGS REWIRED FOR ERECTION. C. INE CONTRACTOR 5X111 PROVIDE 1E/PORARY SUPPORT AND SUE WIND SCHEMES FOR BARB A5 REQUIRED 00210 ALL PHASES OF OJNSTRUCRON. 0. ALL AVMED MEWL SHALL BE REPAIRED OR REPLACED AT NO EXTRA COST TO THE OWNER MID SUBJECT TO 18R APPROVAL OF WE OWNER OR AUTHORIZED REPRESEHTMIIE. 2.-DBAWIti caNYENI19NS. T.O.S. 0. INDICATES TOP OF STEEL ELEVATION. LOA 0. INDICATES TOP OF CRAMP ELEVATION. EO.P, 0. WOICAIES TOP OF PLATE ELEVATION. 80.1 EL POCATE5 BOTTOM OF STEEL ELEVATION. NEMB5R5 DESI0MTEO ON PVNS AAL, FOR (1)449LE, W0.J5 (+I'-9') MOTES THE MEMBER 7.0.5. ELEVATION IS 1'-9' ABOVE IOMIIUL T.O.S. ELEVATION. ISSUED FOR DAD 9-18-09 REVIEW : REFERENCE DRAWINGS No, REVISION BY (UTE (e( ENERGY TRANSFER COMPA. HUMOR FIRE 0471-931-001 RFT MFPCBTDETMS ETC SOUTH PARACHUTE LOOP N NORO ' ' n PPT wou n PCO MISC. STEEL DETAILS oot %_24_03 IATNO.& PO WHO IUM 04171-936-001 `R .:' • &Iran PPT am.0 Val 04TH DETAIL ANCHOR BOLT 'E' SCALER 1 NYE' - 1'-0' MAMMAL: S.T.M. M07 r PLAN ELEVATION E -Z LINE PIPE SUPPORT Mk'CSB16' SCALE: 1 1/4' _ 11-0' DETAIL ANCHOR BOLT 'F' $CALCI 1 11/2' - 1,-0' I&kWLi S.T.M. AT07 DIM BLOCKS 5/8' BASE PL co PLAN 1/8' FVC LINER 4) MOTOR BOLTS THIS DAD. 10 ELEVATION E -Z LINE PIPE SUPPORT Mk'CSB20' SCALE 3/4' - 1.-0' DETAIL ANCHOR BOLT 'G' IN'PAWJE lA$.T.M. M07 SHIM BLOCKS VIS' 845E PL 1 PLAN 1/8' PID LOVER (4) MCHOR BOLTS '0', SEE THIS ND 10 ELEVATION E -Z LINE PIPE SUPPORT Mk 'CSB24' SCALE: $/4' • 1 DETAIL ANCHOR BOLT 'H' $OMEN 111/2'-1'-0' MlTEAW: S.T.M. AT87 10 10 n 5 7/10' re -1 r L SNA BLOCKS 5/8' BASE PL PLAN I/8' PIO LINER (4) MCHOR BOLTS 'H', SEE M19 Ono. Z, Di 811110._ CONVElyT12bLS. A. 10 B. 1.0.5. EL 0A. EL DONATES TOP OF STEEL iOP OF GRATUMOLELEVATITION. C. T.O.P. EL INDICATES TOP OF PLATE ELEVATOR 0. 805. FL OOICAIES 8011011 OF STEEL ELEVATOR, O E MEMBPAS INDURATED VI PUNS AS, FOR DIMPLE, DLO (+1'-9') INDICATES THE MEMBER T.O.S. EIEYATON H 1,-9' ABOVE NOM14LL T.0.9, ELEVATOR. STEEL NOTES 1r. G NFNO A STRUCTURAL STEEL SHALL BE DESICNED. FABRICATED N10 ERECTED 111 ACCORDANCE WITH ME LATEST EOITI011 OF THE 'AMERICAN INSTINIE OF STEEL CONSTRUCTION' (NSC) NATAL ALL LOCAL CODES AND PROJECT SPECFIGl1IOHS. B. MEMBERS OF E°KIO. OR DREAM STRENGTH AND STIFFNESS MAY BE SU05TTRAED FOB THOSE SHOWN 04 THE E710NEEA'NO DRAMS, HMI PRIOR APPROVAL FROM THE MAZER. C. COLUMN OASES SILL 8E ElOP-FINISIIEO 10 OEYELOP FURL REMUO ON 111E BASE PLATES. PROYDE ME MEOWING OVERSIZE° NOTES IN WISE PLATES UIRESS NOTED 0111ERAISEI (HOLES SIULL BE DRILLED OR PERCHED.) BOLT - 0/0 TO 1.0 IIICLOSNE METER + 0/15'. BOLT - OYER 1'0 TO 9'0 IUCLUSNE O.UJETER + 1�1', BOLT - OYEREY WCLUSNE METER + 1. A STRUCTURAL STEEL EWES RIO PLATES, EXCEPT ROLLED W SHAPES, STALL CONFORM TO MM A38, D. STRUCNR/L STEEL ROUE) W SHAPES MULL CONFORM 10 MW A992. 0. STRUCTURAL STEEL PPE SHALL CONFORM TO MTM A53. GRADE B. 0. STEW. IUBIWM SHALL CONFORM To MIA MOT ORADE W E ECCENTRIC WIIHEO1101IS MALL N01 0E PERMED. :5... nQLIEQJ »Th1E:Q1QNS A ARROW SNAIL 88 BOLTED BTABND TYPE (MMM THREADS INCLUDED 111 SHED PUNE) FW.LEO SEM COIINE0110R/ U5910 5/4'0 AS A WN'MUM Mill A125 TYPE 1 HUGH 518880TH COLTS HRH ONE (1) ASTM F455 WROEN80 WASHER, ONE (1) MM A194 9H AVT, MO ONE (1) ASW! 9959 DIRECT TENSION INDICATOR, SIZE IN ACCORDANCE 71I114 MAMMAS MD FORCES SHOAT MD TALE U OF ME A50 LOAD MAMA, FOR Flgl OPEN BEALATEST EDITOR. MI M µ0 SPAT UNLE59BE ED TO SPM COL 011 gym/ IVRU B. SECONDARY FIELD CONNECTIONS FOR OR13, PURLINS, 51NR5, LADDERS AND MORAL P0515 51101 8E WOE WINO l/0'0 A5711 A107 80LT5 NA MM *144 EH MRS, UNLESS N'01E0. 0. NA MUR NUMBER OF BOLTS FOR ALL CONNEOTIONS SHALL BE TWD (2), UNLESS N0110. 1_.YIELQEIL_r INNESUM B. A 8. C. 0. E SHOPSHCONNECTIONS SHALL BE WELDED MD SIZED IN wow/ic£ Hint TALE AI OF 1112 ANC NUAL 8,110114 SHILL CONFORM TO THE AWS 01.1 SIRUCIUIW. HELD1110 000E -STEEL LATEST E010ON. UES USE E7010( S11E01100ES FOR MULL SHW8D E08ML ARO WELDING MO F7X-XKXN SERBS ELECTRODES FOR SUBMERGE° ARO WRMNO. BUR HEADS 5WAL BE FULL PENETRATOR LAMES OTHERKSE ACTED. EMU W5E05 STALL BE 1/4' UNLESS NOTED. al(i1�.rlla� A STRUCTURAL MD MISCELLANEOUS STEEL SHALL BE CLEANED NA PAWED PER CUE/R'$ MOM PAIRWO SPECIFICATION. PU1FORM CPA1410 AND 81N8 TREADS WEE BE CANALIZED PEA STRUCTURAL MED. GENERAL NOTES. ILFABE1QA1'1QZL..N ERFCIIQ L. WQ11K)AP10L(U.'. A ME 9/880ATOR 51411 SUBMIT OWWVI05, BILL OF MATERIAL IN'CL00110 REID DOLT LISTS AND ERECTION ORMAN TO THE ENGINEER FOR / WI& BEFORE STARTING MAMMON ONLY CHECKED 0M18 HOS YWEL BE ACCEPTED FOR APPROVAL APPROVAL OF SHOP DMWTNOS SHLLI. BE IIIIER9RE1E0 M APPROVAL OF MEDIAL METHODS MO ARMAGEFLEHTS 0881.? M0 SNA11 NOT CONS -MOTE NEP/FICAT1014 OF OWEIISONS OR WARMER 0. FABRICATOR SKILL FURNISH ALL 9111D BOLTS, 8011 SCHEDULE, CUP MOLES MG 1EVPORABY FASTENINGS REWIRED FOR ERECTION, C. ME COIOWDTCR DULL PROVEN 110IP0RMF SUPPORT MO WE UFMG SCNOAES TOR STEMDJUERB M REWIRED DOR910 AIL PLUSES OF CONSTRUCITON. 0. AIL RACED PAMIR SHILL 88 REPAIRED 0R REPUCE0 M NO EXRU COW TO ME OWNER MD SUBJECT TO 181 APPROVAL OF 111E OWNER OR AUTHORIZED RLPxWENTA1M. ELEVATION E -Z LINE PIPE SUPPORT Mk'CSB30' SCALE S/4' - 1'-0' =D FOR 1-10-05 ✓IEVV REFERENCE DRAWINGS 0 REVISION or Mit Da ENERGY TRANSFER COMPA! Mta1 >%4`R 1-001 PPE SNOW °WAS ETC SOON PARACHUTE LOOP MISC. STEEL DETAILS ,a.T M NOTED (NK17I LIT Ow95 0r X507-75-05 *FE SO 04171 . 04171-936-002 ,;;�:. ..L.» -PR L. a V -EEOMA C GEOTECHNICAL ENGINEERING REPORT IIOLMS MESA COMPRESSOR STATION GARFIELD COUNTY, COLORADO Submitted lo: Alan McDermott Energy Transfer 1600 Broadway. Suite 1900 Denver, Colorado 80202 . Submitted By: GEOMAT Inc. 2060 Atton Place Farmington. N \I 87401 October 15. 2008 GEOMAT Project 82-0704 -- GEOMATt.. 2060 Afton Place ♦ Farmington, NM 87401 • Tel 1505) 327-7928 • Fax (505) 326-5721 1 >ctuher 1 :008 \Ian Met)ertnott RE (let'technieal 1 I�ztn er. Ilohns \lesa Compressor Station (:Garfield County, Colorado (i1-1)\I:\T Project \o. 82-0)7i) l (,1-t)\1..\ 1 . Inc. it 11- \1 \ 1 i has completed the geotechnical engineering exploration ibr the proposed new Holms \1csa Compressor station to he located in Garfield County. Colorado. f -his study \\ as performed in general accordance with our Professional Sen ices Agreement \o. t)8- PS:1-0016 dated :\ugust_21. 2008 and with verbal instructions received from Alan 'McDermott of Energy Transfer during our site exploration. 'The results of our engineering study. including the boring location diagrams, laboratory test results. test boring records. and the geotechnical recommendations are attached. Based on the geotechnical engineering analyses, subsurface exploration and laboratory test results, the proposed structures could he supported on engineered pad foundations bearing on engineered 1111. Other design and construction details, based upon geotechnical conditions. are presented in the report. \\'e ha\ e appreciated being of service to you in the geotechnical engineering phase of this project. It you have any questions concerning this report. please contact us. tiineerel) ours, Cd... )\1_\ F. Inc. Poi44 1)onald R.. 'Bald \s in (.1eologist Copies to.. Addressee Ib) (ieortic:. Madrid, P.E. Q5 President. Principal Fnntineer (,ttaeciuncat Enuintering Relrurt (.1.UA1>1 I uicct Af,. 82-0"-(4 liulin< Al ';i Cunytrc.atr vvuinn r.tUl -r Of ( ON FiArs IA 1121)1)I ( I R)A '111 i.yFLUB-A1 1 al ' rants 1c,iriu SITE CONDITIONS s1RSI'12E ACE CONI)1'FIONS Sail Conditions... .. ! aster,. Portion site R estein Portion the 'site a Groundv(ater Cundition�. ! ah r.ttun I est OPINIONS ANI) RECOAIMMENDATIONS (icotechnical Consideration/ Foundations Nile Classification I alert! I arch Yre•;iur= _. _ __ <dab .,n Grade Design and ( 011str1cutm _ ._..._ .. _.,... _.._ 8 I ;uiM cik. S tieneral Considertit,tu,s t Site (diem fib/ .. _. _ __ t I-ycavation `) slab `;ubgrade I're!atranon 111 bill \laterals III Ptacenrent ind (t oily _.. . 1 .11 o nrhanec Narrate Drainage _ 1 1 suhcurtaee Dnnrat,• GENERAL COMMENTS heotechnical I.ugwecrin ttept,r (,1 4JAI \ I hovel •u. F.2 0-114 !{alms V1c.a ( nmprussnr 'lati m 1 A13LP; O(' ( ()VII. ' Icuntinucd) : PPEVD1X 13 1 UIOralorA lest Results 1 thuratory rest Procedures ()IF( HVI( \I.FAt;lAF-GRIM;RI' Pl)12I 1 11 A I N A l l A 1 1' ! (1 `,'-. M, i V121 ll 1 1) ( N1 A 17. ( ()I !!12 A1)( 1,!OA1A1 P12O11( 1 Att.N2-1101 INTRODUCTION 1 his leen!'( ctllllttl!1: the lU`ltlts •`l t tlt et'IctI rronketulL_Aplot—con lei 1lnlnu Vlesa Compressor station to he lot atcti nettr Bilk. (;articld ('t'un1v. 111 011 the 1‘l.111 in .AppllndtA .A tl) I tom repott. ptrd nev: Jl+. as ,ht \\11 the purpose or these secvIces h RI prov1t{e lutorlltatiell :Intl _e0iee hillial ci1/Ineerlll_' recommendations dr)Uttt. • subsurface soil conditions • `onndntiun det,init and ctnmtructil,n • grotlildVsater eondinon • skill Liesit-I anti construction • lateral .VII ille?slaC'i, • dratila_e • .birthAAIlllh I he opiitit ns :old recommendation, ct`ntainetl In this report are based up't1 the testilts or I eld and Taber torn tettt`r engineering anal) se . and experience with sIt11l t drlittures. and etir rtndcrstandiig 1,1 the preppsed project as --!algid helnAA PROPOSED CONSTRUCTION \\ e inaeN1:111tl tic l' i11Ccl AAl1l AllotAC Ile . n traction " 3lleVA �a'I li p'� `Lit� lael ll:. cdlich `.till include six. compressor units.and 1 <tlela!etl coolers A eS'cI<. stud ripe rael.'- I he sire h1 e1Cd into i\LL' portions, least aI*1 v, 2.Y) I. A 1 tree I "ed it rLL i. Le '. ttll \1 Ole 11 'e his report vA I' prepared. our ulhlerstallditiu 'Aa-. that tl i compressor station \\ Ill be !mated on the eastern portion et the site. I he cnillp.reccer O.III he mounted en fl` - toot c:nten:. AA e further understand that each ,11 the -Ix :Lid -mounted et.mpressrl units will do supported by concrete pad Found:tions and lull y enclosed by modular huildines. I he huildima •.Aa1i: yy Ii he <uppnrted hl the concrete pads. A\ e anticipate Iliac the Rlnll,t'c`o,'f HAT: vA 111 he '!.Aunt ltii'ne rC11tIu Intl ,_I'fCtCh] I,cutt&hnlr.+l inknl acrd n`! Itcpnrt Hohns Vl - a (nmpresur?itItion (,E0\141 PiHitt t Aa. .S2-11-+4 4! 1 F IlXl'I OR.A 11(YA ttur scope U1 serA ices perlortned for this rolect Illeltided a ,ite rek,nllatssance IlA 7 �tiil geologist. a .uh.urlace exploration rru Gram. !al-yr:dor, testing and engineering (inti :IlnlA �e< Field Exploration: Subsurface conditions at The site vvere esbloicd,m'eptentet .Uu$ by euuiill� c c'cii exploralon borings :lithe approximate locations >lumri Oil the Site Thin 111-AppclldiA \ I he horinfls. designated 13-1 and II -II. AAere drilled to depths ofarprosintatclV - tl, :7 lee: bel,)AA existing around sit lace All of the borings \\ere terminated short ui their planned depth., 01 ;0 Ieet Lille to auger rell.P.,11 on cuhhlcs alid Or hnllldersthe test borings \\ ere RIA ,bleed ticing (-\II:--1` truck -mounted drill ring a:ins_ cununurus Ilieht. 4 -inch 0.1) ;olid -stem :niece. Borings 13 I through l3 vvdie drilled • n the eit rtion ni the i nm, c • 13-n through lid) on the yv tern go !!Vita ,illi] 13 fl ii!1d B-11 amire the p t pneed[old on lite nmlxa;tL a g utll,n .\i the !AMC u1 ntir eyplrratinn the hxatiwl of ilio conquic,siir isditain lead rug hccn intalized. A\ c no \‘. understand the c' preserr:anion will he located on INC ea<iern portion or the pngperiv I hen - hue. hnrin,is Il-( through ii_h 13-9 cue presented ler information ord the borings were cnntimic.u>Iv nlnnilorcd by a _eolotost linin nor tice vvho cyanlined and ,I.;vddylcd Il1e -IIh•IIIe-^.3t.r I` crlc,'GI Icrcd nhia;Heil reply-CiliataVe ,dimples. nN-eiA ell sroundr:atei and i1Iin+_lincd : cOntinuou.I'g al each Holing.. Anil s miJiles vvere ui tamed Iron the horinus using a standard ' ,Heli U.U. split -.boon sampler I lie N illlpler AAfly ill v Li! ❑ iiig it 141) -pound Id iltllnei Ill did _� tI' inches. I he ttalldardiesrelic tr iIihit istahLe vvus dClenniutvI by rantling the numhcl of h:lnuncr hluvvs required :Idv aiiee the - :ImplerlvvelvCiliLhc• Repro.Cnridivebul'a.mnplr.,�f.uh•uriacclu.iiclai.vvelc.u�„l�i,eurlepi. GrcundvvHaar cc tli aii"n> yvere Inade in cacti hc,ring.0 the time nl L.assilicd In aecuidi ice vy1th the 111iNcd oil Classilieation tiv tL n ::.,.4I lied :n AIp crdix \ Robing In . vC c pl i ,r,i .4'41 pec -e .e -l. in Apt. 'r iii A cyploration. •oils vcore c ;t -c .>nnnt (;entechnical Engineering Report HoIms 'Mesa Compressor Station LahoratorTesting: GEONIAT Project So. 82-0704 3 `anolol.� retrie\ed during the field e\ploration \\ ere transported to our Iahoratur\ for further e\aluation. \t that time. the field descriptions \sere confirmed or modified as necessar\. and Ho!, , .(• _... _ - �?;1tC� 1111• SITZ'. CONDITIONS The site of the proposed compressor station is located appro\imatel9 miles southwest of Ritle and 7 miles east of Parachute in Garfield Count). Colorado. The site is situated on ele%aced terrain south of the Colorado River \ alley and the i-70 corridor. At the time of our exploration. the site was used as cattle pasture. 'Che ground surface slopes down to the north. ith about 30 to 40 feet of vertical relief across the proposed footprint of the compressor station. A tree -lined drainage guile} is located along the west side of the site. Basalt cobbles and boulders were visible in the qulley: no eater was present in the gullet' at the time of our exploration. The site was vegetated by native grasses and weeds. No evidence of prior structural development was noted in the area ot the proposed compressor station. The photographs below.', depict the site at the time of our exploration. \\ to the North t-I3SURFACE CONDITIONS View to the South GEC)MAT (,r rtuehnival f_nl!ivaerint Raport Hydmc Alesa ( nmprc,<t!r •taiiim St HSI RI. i(1 ( OAvDI1I)". vuii (onditiuu.: TOO 16,0 genital unit,. 1 ) t.iav: and 2) eravel. cohhles. and houlda*- (,El)\l xi Pr ret \n, x2-11"114 4 II1 I•. rimic 13-1 and R -s vve encountered lean clay extendinu irr1111 the uruund ,lirbee In depth. pi and 4 tee ci', the clay 111,1d1,1111 ,ilft, nlui;t. 3110:kitties i va11,11v e.011etllil, <r Ft is• -incl eWLILH "ic, e liA Atom Pt.( ;RCeinlIc1C 111e.ghe' r ,l e' , ri ittc c;ulerll sloe. Rcluvv the etav 111 horinas 13-; and I3-'. and from the around surface in 13-1. 13-2. and 13-4. vve encountered liltv and or clawv _ravel «1 the total depths evpinred. 1 h crawl \\ )is uencrally medium dense to deme .rnd contained cobbles and ,cantered houlders. .1114 the hurin2s except l3 vvere terminated at depths of 4 to 6 feet due to queer refusal on boulders: 13 yeas terminated due to refusal on a boulder at a depth of_' Icer lsual ,1h•ervation ni eve.nations and .nnil; in tllc ,urroundina v ieinitv in.dicale i tat ahtuldant del, .tic plc -cm 1tt l�` the -III laii. Western Portion of the Site: _1a presented in Logs or 13nrin,s 11i-6 throu_h I3-v1l in .Appendix .A. AAe encountered generalh vastable suh,urtaee conditions to the depths explored and characterised the materials encountered Unto two r1.c1irrll !Icit•- I 1 c1.1v and 11I1av,I. CONN:, .u1d houlyiers Ill ,fll of Ills onnes.n1111v- •.rye Jotted nriaee to vent! the ole. -+r:n<�nn to eJ !can �,.tcr ��C 11'0111 'I tr t IU=.1Pl 1l Cl\ I 1,1 ill tcc't. I ile c a\ \\d'. Il dill •ti!1 .111d trr1I-t Rehm the erav 111 horlll^_s 13-6 and l3-'. vve encountered -tilts .incl or clayey urncl to the !tial dcpihscxplored the rtv.1'.vas i lbc:ilit tlltiiic'ticithhlcd,inO c:Ittelel11the hwrine. 011 the \\ extent ole vvere tcrmindted short ttl their planned tIchths due to duces reiu:ul ton boulder.. A (il'Olt Viii( l @neinatnng (epurt Holme Ale.a C nnprr, tur vf;tlion Groundlc:der ( onditions: 1abotmon Ir.1I2c.u11,: (,LUAI 11 Prnl aC t Ai, - g:_1'44 I.ahoraturA atT.IIVse, OI repreyelllaiAe sill 111 e Indicate the "raACI mils contali1 both I tompla,iie and moderately plastic line,. 1 ahtllator1c,lll :.a, performed to help tA-.lalam the .AramiV potential Ai !he err. <ink A1lR`Il cotllpaeted. A rein lded 'well tea vvas pertornled on a sample compacted to approxlmatel 93 percent of J -e \C! Al I)t;'IS l,r,ul i,:rti rm, uinum, dr, d1/4:11,n'; .n ah PeRcilt heroyv optimum 11101,ture content. the sample vvas: confined under a 144 psi surchar c and tihincr_etl I he sample expanded 5.2 pci.cnt_ I he clay sVII, (vete tlicretore classified a, cApatlH).c AA!len compacted. Reuilts ul all I:Ihoratoly test, arc p • rifted ill hilx li OPINIONS AND RECOMMENDATIONS Geotechnical Considerations: I he site is eenerallc con,idered suitable for the proposed developinCnt based on the eeotechnical conditions CncclnUered and Tested for this report 1 o reduce the potential lir tetticuicni or heaving (moil either CspansvC )4oils and or frost. .Ind prov ide more uniform allovvahle hearinu pressure, Mr the lruenm. the filotimU.:hould beat on eilumeeied till, tial. rade I'Icparation the the pads dill he ,1: res iunefied ui ',he Earths%ork <ecliC'n of Ili, rcpt n. 11 thcr are nm ;isnilir;nn deviations Iron1 ,at micd lir pate) gide cSe noon,. artleuae locations .Ind or i h d, noted at the liepnulina or (hi, (purl. the (Union• and reconuucndation, of 1Iii report vhutmd he rev IeAAed and conl'rnled modified )1, nese„an to rcllcei the dial Mourned IC,iCsn Condition, Foundations: Based nn OW undeltandin2 01 the t pe e(-inicunr, an iC result, '1 our Seidl ,(11).),1 Lae ; and lahotatolv testi it .eeen ta.Cnde 1 Mai the (-)1( ("ed ).tis he,upho ted on enc.ncered till to Pr: cite lug er ,tlioo.ahte l :aim_ pies-ute<_ mole a item st=r )fAZr (,enitthnical Fnzinrerim,1 Rrpurt lInlme N1(3,1( omprtywr •131ron (;1(111 V 1 Pru; For ibulldalitma adjacent to ,lopes. a ntininuun noir/ow UI sethack of lice 1?1 10:1 :',110111‘.1 he maintained hem Cell the iOlindatto l ha,e altd ,lope lace. In addition. the 'ethack dhotlld he `itch 11171 .111 illtaJ'111arA !int. C AtLIidfnh' t WI-1A;Hid ,1: a` Lle, Iecc 130111 111i ,KatevA trnlnd.ithttl 111)1 Wit11,ect c •lope I outing', and ioundation> should he ,'e1111t,1CCtt caused by Jifherein ial !emulation movenxnt neee—ta Lo c.Jucu tI p tenni t 10( 11,41c" Foundation excavations should he oh,erved by (i[( \l:\ 1. It the soil conditions encountered diner slenilte lilAI' in ilio?e presented in this 1eptt1't. snpplelllcnlal rectnni 1cndaltons to ill be requited. the recommended do , ... _ e; , , t:ue, lahie Allowable Footing Bearing I Depths (ft) Pressure2 (psf) 3.0 3,500 3.5 4,000 h elerr,l onmc Ire•,. .0 th ,.,1 h10))11,1,111,1‘ 'anta,cd h ttl'ldor<n,nlit.,m,lnlar, V!!n'] ,lm Inline depth t n 7i'„ t I'r tiec d. 'tri are i•l..ntal .'he till. cin Bearing Soil Engineered Fill Engineered Fill the Il i•,!h IJC, ip LIi�L.;.I I. f. ❑c [nlc I oral and diticrcntial sound:pion nt„v eInents due to Tither .culenlcut or ileav ilt mint:patcel to he on the order t,l 1 inch or lc<'. l'hrt-rer atainatre trnould he 'Th..' deSI:nl Lintl Janne c1m,truett lI and ate:r> ,1,1),1“1111 to the ,uULRUC .hruid i•t is tv.uer worn pondinc' i .IcsWW1! nnu 11, \ 1,t the'nucunes -Mould he ri In the final _l:curte. ;•rev era C?FC3MAI Ceultr 11.1m' \1 11 nowt Unn. 1(t port < umprtoa,r station (,1_OA1 ‘1 pr • S2-IClN It;l;ldli�' t Cl Lateral Earth Pressures: 1 r ,oil, ahoAC,uh !Ica A'.,Iter ,t111Ce. I C:UIlllncnoed eutilAdiem l.nid pec atI'a'`ti?i I{iu clatltNl cIunents .itc presented 11 the :0110 \\ Gti'ii. • Active: •s! tt Granular soil hack till Uili-�I!ti' sand)_ I_ndi,stuncedsubsoil . _ _._ops! 1i • Passisc: Shallot, Gnu dation \\ 111S �Ir3111�� column I:mlings lid 11 silpsi I1 • Coefficient of base friction. ;la .or16c{.ni at bni tiicun -h. ...in: :fiction 'd !Mr -1\r pro -y \\ here the dcsigm include, restrained elements. ;he tolloa Eng equt;;utdu fluid pre res are reettinmunded. • At rest: rtli sal l.st It Grululsr ;�'li oac}:.u. adi,turhed sILh;nil _ __ __ u l si it I iL .02111 1c-1 ra.lc h. u1 . /11d Iiu w 1U v; IIIc .110111.1 1,,C c„n i'tL1. t 11. 11'1 - ,11L. it • 1 n Ealthwt ork Alcdim 1 ,n hick p t_ tiein -Mould uld n,'t I ted a< I Lhi !I m ireCunnl_ VA811?, (.,ttlll aclioI1 t CJch 1111 Edi !CL nl In ..del-, should he deft Illpihhe i t .th haled ditetated Lnnt'rrs or other li ht'.cir.ht citntt,,tclortt ( et L nintioiou mat ...Just: CyCL"n e I; Icr,ll caul) 1'resstlres 11131 Could result ❑1 \kill 111oA e111en1. C G eou clinical 4. tivinctitti2 I epurl Ili lmc 11r`a (nn111recwi- vuauon 'lah On Grade l)esi>;n and (. nnstruclion: Gl-U•'l \r 1'lulol9 An. S2-11`04 s • Taal �I `ul tr,hie,l,ll> hecVllle ele'v;IIcJ1P 11e'1:nr< o!1n:n1 SuelnLly u^etlty.`,rr you<Itlel e.i allhnl general tolerance l or nirnhil ,Iah-on-gr Rle con -dr uLttou I U !educe potential >1111 inoAement>. the <ul-grade coil` •4hould he prepared ac outlined in the Earthwork section of Mi. report. I or ,u LLc , l (IC,' ell ai c,ulCYe0. 1 -. n- u m ,lulto .'1 -MIL -Jade re et-nr r4 _ II found Per ellhle lI en Ipeit P':1\ he ticed IUr floor. Qlpl`+'Iled iui compacted enu'Ineered ?111. ldditioral floor <luh eleclan and Uublrlletitectinintentinlinn`.Irc llovvs Control IUII1tit `hollld he pro' (dell 11: `liths to control Ille Ideation anti extent of Critis illi Il'IPt �p teil19 should he determined hV the 5lrtietut l; enei leir. • In treat-, slhiecled to normal Ioadine. a minimum 4 -inch layer ofeleaP-,_luded era el. V!dIe t;i}e e011rx' hid he ;J I'de'el f`i'neadt llltCrlV1 ,.Il'S. 'rot hen \r:- eyai.!alien el lab and or 'asc cruise Ih6c6.mcc n ' he required • (Mier illcidll and cdl',traction cUI1"I lelhtilt`=L: '.dIl llt'1 n the ACI I)izlc'li Manual. ual. scervm ?fl.'. -i R .are r.taysmcrd,,l. lmheravle pier:nation and Illnl>h-Ie corn!! I Lv'IRnlel J %llel'< pl A.d1:!..!: l I,CAteel I I I ie ,. I i - I.., ed , i'i lie e'lailtl' ilid Oltlin �lerel� .fn ina <hr. � _ . te.npel -I:r II L. 1,d eh=tle` In the etinciete -I. ll' im _rade H rad ti joie,. rein Ihc<e catt ytiturtrnancd 1/4,,,tieTctc:i,yc., 'A I1.dello: LI. '' o "I:‘!!!!!,Cr 1{,!'l 'T:!!."11!2 I h.,e -, , :1, ` LIIL e J.-<-. e l vv .th ,cel v e'lu, et 1 I:!2: r n this rept rt hell' t,,. Earthwork: General Considerations: Hie rl'in1 P` eon;a l • i I:l th:., e,�e II'.I 11 II'ld:anee'v'!h oleo l meal. Hon, pre!el;led n "F.!, ,estlen (i( Mel 111)11:.11 ilIIilIIcrIrlg 16. pill t 1101111S \ 111111)1,SOr 1/44:1I101! did Llein es,non,. \ icsn LCUd flic\ctfl1111110V1. 1/4.11".11`:,11011 1,1 /NI \I PI nitet N2,o-04 It timlermound dacilitie, ate cnc trcd durim2 1/4t,itc clearing. diould he Lotnacted tot limiter recommend ttp \ it L1/4\, ditonstdiould hLoh.et t I \ \ 1 pi (di to Mdeenidut 1/4:1/41/411-Hdd!hs.1/4 H1/4 ciledttion II1Jore.ams material,: -humid he !cum,. ed !pin the 1/4,1ft, tnt.ed to ve- epetate e ptnted "lopes after completion ot UtIL.1Im1 k)ruNtlinth... 1 it IL IlCiessar‘ to ,Hpose oloppitic inaterrais on-site. the 1/4thool1 he plat.:ed in non-structural treas. Ltild ittrill 1/4.eetions not execedin teet in height, arettt"lecrer than ":1 (horizontal: ertictili should he ',cliched to reduce ihe potential for shit -page !et\\ecn expditt -tlopet, .,11 -al nits Benches should he 'L\eh and ,)dc iq!li 11) :lysommokiale sonTacmon Anti earth rthi% itia CkIl1111111ellt. \ 11 C \ .1.1c .1> \ 11'd h \ 111 :e:c1 \ :Ul. MCC iThinc I h. k:11‘..11C‘I Iieic ,11011‘i hccamtied to nimmundi depth tti ..nuht ilCI1e, Londinomd to neat tiptunum trootttde contend Ind corwat.:‘ ti to at letta 1/4).5°0 of ,I.Inklithi Plot 11,1 \ \NI \I 1)60S) Excas-ation: presiu ,ds.itsrdi si.irina.di, is ,iddrid!Li Ld..d.dx dd Ion soialodt,n, udt,Blidtion 114 on ,n.n. tbk\E larc Lic L. tl tl.cLflt,'Ulliatiuli IL1aldliw -diould he e aluttted by contiactop: or other iptcre,tted Iron) caN ;Hon, 11H112 IFIC Ill I`C !i•Cd durum 0,11›truction. liamod tut our J11,,t) mpears that <Itallon, c1/41/4;czpalioll!, Ill \ .11111C •ilt".‘ In be po»Mle minp -aandard e\cmation equipment Decp‘t CNC:I \ Jtiom are e1/4‘ neced to he difficult inc to the dcmdB 01 !he .,011 And the r!c-(”1,c hottisidd, (EEC )'..4 A. T (icuteahn;CilI f_nginct- ig 12( pori tIoIN� Nc,a (ffimprr»t:r S1311.01 til()%1 i'r ilt \� \2-11`114 I1) .1: 1 cnain—aed hit helot', Foundation Preparation: 1 00 ,110011/4.1 <hcnJd hcai (Ill CI 11 a>-n:Ilnunel=.tett ul the Foundations cctilm �'f report _AI lk��t' allll 1 l III'-!tlihe 1 nils .1 ; L1 "C r n , tc l !Him he o1 i; �,inllt cyc:n atitm,, Fill Materials: I 1 )t) -rile soils that meet the flradanon rec11Iirel1len(N or impnited toils `. IIh Icy. eVpuil�lAe potentials child he used as lilt mmrrial Gtr the Collo vt-.ng: • General site gradin • luundatinn h:lckfill • csterior slab Irea „nIr :tt th; (11-,M o,ilv ire h:uenii❑Ili cv)tamiv<,nid non not c Inr u�l 'rnp.Icted C,cIret `Irunular material; <h„u!d he usebehind vtills that rel tin earth. (nt +Il. '1 'll P. I _ ,C. ,. . I .ontC'lll '.: t i)(I 1 I ursc ectll_.n Gradation \n ,I'ie'e \n 2011 c \IIymoan Pl.d<tIL]tt Percent finer by weight (ASTM (136) lc() un `II . 911 C'•EC_'JMA ( eottchnic.111 n:incerinu Report Hohn. AIc>n ( ompres,or 't' Hun Placement and Compaction: Material Cuhl�rade nrl Illl ht :11 ;'tJ \lisrellancouy i)aihlill.._ 1 1111 -,ate &1d Il rotted 1 Ilii) he e al1paelv'v1 alntitllIc el1111entl .1C: Compliance: (;I (1V Al II Minimum Percent (AS'PM D6981 c); vu Iti Reeommcndations slabs-on-e.rade and foundation elements >upported 1'n r'.nnhaeled lily depend upon compliance with Earthwork recommendation,. (u a<.css compliance. v'! el V 0ait n and Testing cllwuld he perh(rm,:d by (il-O\f,v [ Drainage: Surface Drainage: 1 Pu.itn e Jralnaee he pia( idcd dtud cnu>u uetivn Lim nunnclined Ilimulihnut the or the pmpnxed pruiret. lI?Iilh'atinn ni _-voter II1&' niiiit' n1' li,nnJattun dtion, nn;a he Plc( entell'ha 11'1:-' Lows rlililnr tU hetC the PC1etnial ri-tet her IAL_ In .il a where :.•!\1.0 nI payntg do :rot Imuu.il.1lely .1,11 1;i the item', _ vve e,nrinl nd tll.it pmteelive ,Inge. he prov hied yvtth ,a minimum :rade Approximatek R [. reeni no et Ieast 111 feet Mini perimeter ovalis lid( hill] eytcror wall<. and u1 1111111', uhe runhe, <i101111 he v,ell vunapaeted ditd Hee 4,1 _cl 011 ,1:11011,11 lici,1l.111 ra,uce'Ilc pn'sihi11' nl tiiu e Militant -1d lnrottJuliru Enyiueethi Rep nt Winn, \le'tf ( null)! coda 'uhst,rface l)rainagc: rdUCC tlIC Potential (or Airier inlIVia ilIn GENERAL COMMENTS cif .0\I\ 1 PI olcc s2.0 -u4 It is ret,('mnxuded !hal tit tit AI \ I he'LI .lived to ;�novr'L a _eL iI !cv irtt I.ni! Icsl _ 1 pi_ul� and -pCc111C111('Pi 111 Older 10 CO11111111 flint Yfadl'10 'Ind t und:Mon re(olllltlendatlo!b 111 this n'pint hart Keen inletpretccl :uid itnplenlclucd 10 the Licit thin iry .!iiirrtteis(i the plopi,>eIl project are planned. Ilse opinions and recommendations contained in this rep)itt <hoidd he rev ie'ved and the r purl ntn,litied nr euppli-nlenled .l: nece?car, 11 Gra)\L\ f should also he retained to provide setvices duringeyc;n!anon. grading. inundation. and construction phases of the L\ orb. Ohser\ation of hooting excavations should he perlilrmed prior to placement of reinfilrcllIL acid concrete to confirm that satislactorA hearing inalerlals :Ire present and 1s considered a neces'arA part of continuilq2 oeo ecIi _iL aI el-Willcc inn •erAiLes tor the proleet_ ton>truclion 1e. tin_. inclhding tieli and lahtnatorc CA alnation 1)1 1 1 material,_ Clinercle.ini he ncr(l;nnl 1 , c `tine v, huffier illi 11 .Ihie imneci requirements haA r heel) mei. the an:ilvses and re ls :n this ..p rt arc :haned in part upon Jana iohtained trIonl he field es plrruiun. i he nature and extent poi variations %mil the iocalilon ,11 led hoiim0, ilii 1"01 .""tjteni it JI Lin 'Iv 'he du- rcpoi' -. Our 'rotes. serv Ices v' ere p: r't in led ! Ma! ,{ orcc X11 cane and rill ordinallly rvrR'i4Yt. Linder <00 1a: caUll<tan, s. hV iLratalsle aclrlecl:mc; i inc lian i11 Ilii .n "'tplit! �lcalil`c� al the !ink! An aanani\. express or inti ho". ended nr made. N.1;:: p.reparcd lice I ep)' all did in de51,.Ji1 Iii 1h' proposed piiieet. 1 his rcpoli is not a l` tiu ng cdiculllcnl _Ains contractor r , Jen,In_ din' _p, !inh.1 dr." hie min,_'nn ItlyIIn1C 0 iIrdlli ane condi! It Ois int! "pecilie CI n lruction equipment and Iechn (11:c, to he used gal I1)0 project Illi icp tti lot the eVchis'A': ptIpl,<.e l I .1111; clllllrl V, nleer I e a 1 to' le -in i 1'lillation _ind recommendations i -he •cope '1 101“1. nisi 'ionic i II!ic 'VOA ,tottchnical Cn<ginecrini l(tpnri Holm% \lea CnrIIprc �!r �(:iUon (.1.0;1-U 13 L'Ihi I 'LEI tl1e ( hew. "ha h.e, to i.L C !Alt t.e;tiirt. �hlll noain. (11 OAl. \I m ..ruins' UI -.v. upended use. Bared all the uuended u'e of the report. (d O\1,A 1 iiia} tectuire that ad(litIt) l,ll cork he performed and that an updated report he issued. Aon -compliance vv ith a ny ar these tequlrenleIIK. h•, the( Lent 01 a1vtn)e eke. vviN !cleave (ii O\1 -A 1 tit In on Ititirdn‘ rc'nitinst. i nn ilu• ,rt,rl h: lit i ndatnii:d it atv � r -r )/,-,A t Noise Solutions 77te Scte ee of Stle,.ce® Noise Impact Assessment Energy Transfer Wolms Mesa Compressor Station Prepared for & Requested By Mr. Jon Lee Peters Energy Transfer Prepared By Mr. Doug Craig, B.A. Mr. Andrew Faszer, P. Eng. Ms. Shannon Barr Noise Solutions Inc. Mr. Clifford Faszer, P. Eng. FFA Consultants in Acoustics and Noise Control Ltd. October 7, 2008 Noise Solutions File # 2896.1 Tel: 1 -877 -NO -NOISE Email: info@noisesolutions.com www.noisesolutions.com Calgary 0301, 206 - 7th Ave SW 403.232.0916 (t) Calgary, Alberta 403.234.7304 (t) Canada T2P OW7 Denver 303.623.1080 (t) 303.317.5490 (f) 1600 Glenarm PL, 03005 Denver, Colorado USA 80202 cicice : ill; leer) Executive Summary Energy Transfer (Energy) is proposing to construct and commission a compressor station at Holms Mesa, Colorado. The results of this assessment will determine the potential compliance of the facility with the allowable permissible noise level limits of the Colorado Oil & Gas Conservation Commission (COGCC). The assessment additionally provides the foundation to develop and evaluate noise control measures for the facility equipment should the results indicate that the facility exceeds the permissible noise level limits of the Colorado Oil & Gas Conservation Commission (COGCC). Noise Solutions Inc. was commissioned by Energy to complete this evaluation. Sound power levels of the significant noise sources that will be present at the facility were calculated from a combination of manufacturer's sound pressure level data, file data of previously measured units, and theory. These sound power levels were incorporated into RTA Technology Pty. Ltd. software, ENM. The noise propagation model was used to predict the facility sound level at the nearest property line from the facility in accordance with the requirements of COGCC. The overall result is compared with the Permissible Noise Levels (PNL's) of COGCC Directive 800 in order to determine potential compliance. The results of the model along with the PNL's are presented in the following table. Predicted Sound Levels Energy Holms Mesa Compressor Station Location & Sound Level Description FreLow quency Noise Level (dBC Leq) Daytime Sound Level (dBA Leq) Nighttime Sound Level (dBA Leq) Most Impacted property line 1087 feet North from the Tacitly Predicted Facility Sound Level Contribution 65.9 55.4 55.4 Permissible Noise Levels 65.0 55.0 50.0 Most impacted Residence 2316 feet East from the facility (Res 8) Predicted Facility Sound Level Contribution 65.3 56.7 56.7 Permissible Noise Levels 65.0 n/a n/a ile #2896. The results of the environmental noise propagation model indicate that the proposed facility would not comply with the nighttime PNL's as per the COGCC at the nearest property line to the facility. Noise Solutions Inc. recommends that Energy review and implement the noise control measures outlined in this report. Implementation is predicted to lower the facility sound level sufficiently at 1087 feet to be within the allowable nighttime noise level limit. Contents Executive Summary Tables & Figures 1 Background & Scope 1 Site Description & Residence Locations 1 Facility Equipment 3 Approach 4 Criteria 4 Low Frequency Noise 5 Sound Power Level Calculations 5 Noise Model 7 Results 8 Discussion of Results 9 Recommendations 10 Conclusion 12 Glossary 13 ii Noise Solutions Tables & Figures Predicted Sound Levels Figure la Study Area Map 1 Figure 1 b Site Layout 2 Figure 2 Facility Plot Plan 3 Table 1 Permissible Noise Levels 4 Table 2 Order Ranked Source Sound Power Levels 6 Table 3 Modeled Conditions 7 Table 4 Order Ranked Sound Pressure Levels 8 1087 feet North of the Facility Table 5 Order Ranked Sound Pressure Levels 9 Residence 2316 feet East Table 6 Permissible Noise Levels 10 Table 7 Noise Control Recommandations 11 1087 feet North of the Facility Table 8 Noise Control Recommandations 12 2.316 feet East of the Facility i fie :-oieucte StI ice® Background & Scope Energy Transfer (Energy) is proposing to construct and commission a compressor station at Holms Mesa, Colorado. The results of this assessment will determine the potential compliance of the facility with the allowable permissible noise level limits of the Colorado Oil & Gas Conservation Commission (COGCC). The assessment additionally provides the foundation to develop and evaluate noise control measures for the facility equipment should the results indicate that the facility exceeds the permissible noise level limits of the Colorado Oil & Gas Conservation Commission (COGCC). Noise Solutions Inc. was commissioned by Energy to complete this evaluation. Site Description & Residence Locations The Energy Holms Mesa Compressor Station facility is located approximately 1 mile south of Rulison, in the county of Garfield, Colorado. The topography of the study area is sloping shrub land. Figure 1 a and Figure 1 b presents a map of the study area indicating the location of the compressor station site along with other area features. Figure 1a Study Area Map Energy Holms Mesa Compressor Station x6200-1 SW Corner Compressor Site 69 1 NSI File #2896.1 The Science S tlenc2I1:' Site Description It Residence Locations (continued) The facility site in Figure la was plotted on this copy of the National Topographic System Universal Transverse Mercator 1000 metre grid map using information provided by Energy. Figure 1b Site Layout Energy Hoims Mesa Compressor Site • 444 • 3 , Fia t S 4`A" 2 NS File #2896.1 Noise _ Solutions Site Description & Residence Locations (continued) Figure 2 presents a map of the facility plot plan indicating the location and orientation of all six (6) compressors and auxiliary equipment at the site. Figure 2 Plot Plan Map Energy Holms Mesa Compressor Station 1 NSI File #2896.1 Basic Facility Equipment ms Mesa All Energy is proposinginstall (6) inngine driven compressors at the n acoustically upgraded nsulated Imetal buildingl.tEach units are identicalaland each housed compressor unit willbe driven bCaterpillar water3616 and oneengine for the cooling the gas.r The engines 132-2Z coolers, one for engine jacket will be fitted with Noise Solutions Zeron® mufflers. 3 nla NSI File #2$96.1 I,c .`t..c .C2 LSF zi is Approach The sound pressure values were compiled from a combination of manufacturer's data, file data and theory. Using accepted acoustical engineering techniques the sound pressure level data was used to calculate sound power levels for the significant noise sources associated with the facility equipment. Data regarding the topography and vegetation of the area surrounding the proposed facility site was obtained from commercial sources. This information was used as input parameters for an environmental noise propagation computer model to calculate the facility sound level at 350 feet from the noise source or the fence line of the facility (1087 feet north of facility in this case), whichever distance is greater as per the COGCC Aesthetic and Noise Control Regulations 800 The results of the model are presented as the individual component sound levels as well as the overall facility sound level contribution. The results were reviewed and compared with the PNL's of the COGCC Aesthetic and Noise Control Regulations 800 to determine the potential for compliance. Noise control measures if warranted or requested are developed and evaluated within the noise propagation model with the predicted sound level after implementation reported for the point of interest. Acoustical specifications are developed and reported along with the recommendations. Criteria COGCC Aesthetic and Noise Control Regulations 800 is a location -oriented noise regulation that applies to energy industry facilities in the State of Colorado, USA. Noise levels from oil & gas facilities located on surface property owned, leased, or otherwise controlled by the operator shall be measured at 350 feet from the noise source or at the property line, whichever is greater. Table 1 presents the Permissible Noise Levels (PNL's) for the receiver locations assessed. Those PNL's are based on the county zoning of Agricultural/Rural. In this case the facility property line at 1087 feet North applies. Table 1 Allowable Noise Level Energy Holms Mesa Compressor Station Location Most Impacted Property Line 1087 feet North Residence - 2316 feet east V Permissible Low Frequency Noise Level (dBC Leq) nla Daytime Permissible Noise Level (dBA Log) 55.0 Nighttime Permissible Noise Level (dBA Log) 50.0 65.0 nla 4 ';e :' « , t oI Stie.rA, Discussion of Results Table 6 presents the overall predicted facility sound level along with the PNLs. Table 6 Permissible Noise Levels Energy Holms Mesa Compressor Station Location Sound Level Description Low Frequency Noise Level (dBC Leq) Most Impacted property line 1087 feet North from the facility Predicted Facility Sound Level Contribution 65.9 Permissible Noise Levels 65.0 Daytime Sound Level (dBA Leq) Most Impacted Residence 2316 feet East from the facility (Res 8) Predicted Facility Sound Level Contribution Permissible Noise Levels 65.3 65.0 55.4 55.0 Nighttime Sound Level (dBA Leq) 56.7 nla 55.4 50.0 56.7 nla NSI File #2806.1 A comparison of the predicted sound level to the permissible noise levels indicates that the facility would potentially exceed the nighttime PNL at the property line located 1087 feet away from the facility. Recommendations The results of the modeling indicate that the facility potentially would not comply with the nighttime PNL. As requested, Noise Solutions Inc, has developed and evaluated noise control measures for the facility to reduce the predicated level sufficiently to be in compliance with the nighttime PNL at the nearest property line located 1087 feet from the facility. The recommended noise control measures are presented in a progressive list with the understanding that all measures above selected measure, includingdpredicted overall sound leveunder l. require implementation to potentially achieve the corresponding Tables 7 & 8 presents a description of each recommended noise control measure along with the predicted facility sound levels at reception points located at the Nearest Facility Property Line 1087 feet away from the facility, and at the Residence Location. 10 Thr: :'ii€lite L7r::ie;ice® Low Frequency Noise The COGCC Aesthetic and Noise Control Regulations 800 recognizes that low frequency noise (LFN) emanating from a facility can create concern from nearby residents in some situations where the overall dBA value is satisfactory. In response to this issue the COGCC outlines the methodology for the evaluation of facility related low frequency noise. The COGCC recommends that in situations where the complaint of Commission onsite inspection indicates that low frequency noise is a component of the problem, the Commission shall obtain a sound level measurement twenty-five (25) feet from the exterior wall of the residence or occupied structure nearest to the noise source, using a noise meter calibrated to the dBC scale. If this reading exceeds 65 dBC, the Commission shall require the operator to obtain a low frequency noise impact analysis by a qualified sound expert, including identification of any reasonable control measures available to mitigate such low frequency noise impact. Such study shall be provided to the Commission for consideration and possible action. Noise Solutions recommends using the 65 dBC Low Frequency Noise limit as a facility design criteria when a residence is present because it is significantly more efficient to treat low frequency noise at the design and construction stages, rather than after the facility has been commissioned and is in operation. Sound Power Level Calculations Sound power levels of the significant noise sources associated with the proposed facility equipment were calculated from the results of the sound pressure level measurements. Sound power levels of the non-operating equipment were calculated from a combination of sound pressure levels of similar operating equipment and manufacture's sound level data. All calculations followed accepted acoustical engineering evaluation methods for the determination of sound power levels from sound pressure levels for large machinery. Table 2 presents the calculated octave band sound power levels of the facility equipment. The values are order ranked from highest to lowest dBA sound power level. Table 2 additionally presents the overall dBC sound power level for each source. 5 The : CitiiCe o. ,.c c t'i•' Sound Power Level Calculations (continued) Table 2 Source Sound Power Levels Energy Holms Mesa Compressor Station Source Description Sound Power Level (dBZ re: 10.12 W) Octave Band Centre Frequency (Hz) Sum Sum (dBC) (dBA) 31.5 63 1 125 250 500 1000 2000 l 4000 18000 Caterpillar G3616 4735 Hp @ 1000 RPM / 132-2Z Air -X -Changers Jacket Water Cooler / 132-2Z Air -X - Wall Vents 97.4 104.4 111.2 107.7 105.7 105.5 107.8 109.6 102.4 116.3 114.4 Chan •ers Gas Cooler Roof Vents 97.4 104.4 111.2 107.7 105.7 105.5 107.8 109.6 102.4 116.3 114.4 101.6 106.8 103.9 89.7 92.2 93.8 97.0 108.3 80.091.2 111.4 109.9 113.4 109.9 109.0 109.079.8 113.2 102.8 107.7 108.8 78.7 112.0 101.6 107.74 1 107.7 78.4 111.8 101.4 1.4 111.107.4 77.1 114.9 99.1 111.194.4 99.8 97.9 91.00922.5574.0 106.9 94.0 97.0 100.0 NSI File #2896.1 En.ine Air Inlet Jacket Water Cooler Inlet Gas Cooler Inlet Jacket Water Cooler Outlet Gas Cooler Outlet Buildin• En.ine Exhaust S stem Closed Man Doors 108.0 105.0 100.0 107.8 104.8 99.8 106.7 103.7 98.7 106.4 103.4 98.4 110.9 101.4 95.4 68.6 86.5 98.0 97.8 96.7 96.4 84.2 85.3 92.0 86.0 91.8 85.8 90.7 84.7 90.4 84.4 86.5 86.7 84.3 93.4 94.0 104.8 99.3 87.3 77.1 79.4 81.2 Order ranked sound pressure levels at a distant point of reception may differ from the facility order ranked sound power levels. This can occur for a number of reasons including the frequency composition of each noise source,topography ophysic of theeite noiseand soe receurce iver.thee ground, acoustical shielding at the site or the p g p between 6 Noise Model ENM Windows, an environmental noise assessment software package from RTA Technology Pty. Ltd., was employed to determine the environmental noise impact of the facility equipment. The noise prediction program completes complex sound propagation calculations that included the effects of the environment, terrain, and topography. The algorithms of the model are based on methods and research well recognized in the acoustics community and follows the CONCAWE algorithms. Acoustics Australia, an acoustics community publication has published two papers regarding algorithms and validation of the ENM software (Tonin 1985, 1997). Noise Solutions Inc. has been involved with noise impact assessments that have used the ENM software since 1998. Over 1500 facilities have been modeled using the ENM software since 1998 with the modelled results comparable to the measured results where data was available. The calculated source sound power levels, complete with information regarding the facility site equipment layout along with the reception locations were entered into the model. The meteorological conditions selected favoured the transmission of sound from the facility site to each point of reception, thus emulating a period during which the facility could experience noise complaints. Table 3 lists the selected conditions. Table 3 Modeled Conditions Energy Holms Mesa Compressor Station Parameter Modeled Input Temperature 77°F Wind Velocity 5 mph Wind Direction From the facility to each reception point. Relative Humidity 50% Topography Yes Terrain Category Rural Ground Type Grass Receiver Height Above Ground 1.5m NSI File #2896.1 The results of the model are reviewed during the modeling process and, where warranted, additional calculations are completed outside of the model to verify the ENM results. 7 11tt?Ise Solutions Results Table 4 & 5 presents the overall predicted pre noise control facility sound pressure level contribution and the source sound pressure level contributions as dBA and dBC values for the facility at the Property Line 1087 feet North of the facility, and the residence at 2316 feet East of the facility respectively. The source sound level contribution values are order ranked by the A - weighted contribution level. Table 4 Order Ranked Sound Pressure Levels Property Line 1087 feet North from facility Energy Holms Mesa Compressor Station Source Source Sound Level Contribution ((IBC) Source Sound Level Contribution (dBA) source Source Sound Level Contribution (dBC) Source Sound Level Contribution (dBA) C-101 Roof Vents 48.9 44.8 C-105 Engine Air Inlet 45.8 32.6 C-102 Roof Vents 48.8 44.8 C-102 Engine Air Inlet 45.7 32.5 C-103 Roof Vents 48.8 44.7 C-106 Engine Air Inlet 46.0 325 C-104 Roof Vents 48.7 44.7 C-103 Engine Exhaust System 36.1 32.2 C-105 Roof Vents 48.7 44.6 C-105 Engine Exhaust System 36.0 32.2 C-106 Roof Vents 48.6 _ 44.5 C-106 Engine Exhaust System 35.9 32.2 C-103 Wall Vents 47.6 41.2 C-106 Gas Cooler Outlet 47.3 31.8 C-104 Wall Vents 47.7 41.2 C-104 Gas Cooler Outlet 47.5 31.7 C-102 Wall Vents 47.6 41.1 C-102 Gas Cooler Outlet 47.6 31.6 C-105 Wall Vents 47.6 41.1 C-102 Gas Cooler Inlet 48.7 31.2 C-101 Wall Vents 47.7 41.0 C-104 Gas Cooler Inlet 51.6 31.1 C-106 Wall Vents 47.5 41.0 C-104 Building 48.6 31.1 C-101 Jacket Water Cooler Outlet 49.7 38.0 C-103 Building 51.4 31.0 C-102 Jacket Water Cooler Outlet 49.6 37.9 C-101 Building 51.5 31.0 C-103 Jacket Water Cooler Outlet 49.5 37.8 C-105 Building 51.6 31.0 C-104 Jacket Water Cooler Outlet 49.4 37.6 C-106 Building 51.7 31.0 C-105 Jacket Water Cooler Outlet 49.3 37.4 C-106 Gas Cooler Inlet 51.7 30.9 C-106 Jacket Water Cooler Outlet 49.1 37.2 C-102 Building 48.4 30.9 C-101 Jacket Water Cooler inlet 50,1 34.3 C-101 Gas Cooler Outlet 47.0 30.7 C-102 Jacket Water Cooler Inlet 50.2 34.3 C-105 Gas Cooler Outlet 47.2 30.7 C-103 Jacket Water Cooler Inlet 50.1 34.3 C-103 Gas Cooler Outlet 47.1 30.7 C-104 Jacket Water Cooler Inlet 50.0 34.2 C-101 Gas Cooler Inlet 48.3 30.4 C-105 Jacket Water Cooler Inlet 49.9 34.1 C-103 Gas Cooler Inlet 48.2 30.3 C-106 Jacket Water Cooler Inlet 49.8 34.0 C-105 Gas Cooler Inlet 48.1 30.2 C-102 Engine Exhaust System 36.5 33.1 C-101 Closed Man Doors 40.9 24.3 C-103 Engine Air Inlet 45.9 32.8 C-102 Closed Man Doors 40.9 24.2 C-104 Engine Exhaust System 36.2 32.7 C-103 Closed Man Doors 40.8 24.2 C-101 Engine Exhaust System 36.4 32.7 C-104 Closed Man Doors 40.8 24.1 C-101 Engine Air Inlet 46.1 32.6 C-105 Closed Man Doors 40.7 24.0 C-104 Engine Air Inlet 45.9 32.6 C-106 Closed Man Doors 40.6 23.9 Facility Sum Total 65.9 55.4 IIB Energy has indicated that they anticipate a continued steady-state operation of the equipment at the facility site. All of the compressor units were modeled with the man doors and windows in the closed position. 8 The .'t':, i . tL. Results (continued) Table 5 Order Ranked Sound Pressure Levels Residence 2316 feet East from facility Energy Holms Mesa Compressor Station Source Source Sound Level Contribution (dBC) Source Sound Level Contribution (dBA) Source Source Sound Level Contribution (dBC) Source Sound Level Contribution (cIBA) C-106 Wall Vents 49.0 45.1 C-104 Gas Cooler Outlet 47.8 35.9 C-105 WaII Vents 48.6 44.9 C-102 Jacket Water Cooler Outlet 4.8.1 35.9 C-106 Roof Vents 48.4 44.7 C-101 Jacket Water Cooler Outlet 47.6 35.7 C-104 Wall Vents 48.4 44.6 C-103 Gas Cooler Outlet 47.9 35.6 _ C-105 Roof Vents 48.2 44.5 C-102 Gas Cooler Outlet 47.7 35.4 _ C-103 Wall Vents 48.2 44.4 C-101 Gas Cooler Outlet 47.5 35.1 C-102 Wall Vents 48.0 44.2 C-106 Engine Air Inlet 45.9 34.9 _ C-104 Roof Vents 48.0 44.2 C-105 Engine Air Inlet 44.9 34.0 C-103 Roof Vents 47.8 44.0 C-104 Engine Air Inlet 44,3 33.7 _ C-101 Wall Vents 47.8 44.0 C-103 Engine Air Inlet 44,1 33.4 C-102 Roof Vents 47.6 43.8 C-106 Building 50.3 _ 33.4 C-101 Roof Vents 47.4 43.5 C-105 Building 50.1 33.2 C-106 Jacket Water Cooler Inlet 50.0 37.9 C-102 Engine Air Inlet 43.9 33.1 C-106 Gas Cooler Inlet 48.7 37.7 C-104 Building 49.9 33.0 - C-105 Jacket Water Cooler Inlet 49.9 37.6 C-103 Building 49.8 32.8 C-105 Gas Cooler Inlet 49.9 37.4 C-101 Engine Air Inlet 43.8 32.8 C-104 Gas Cooler Inlet 48.3 _ 37.3 C-102 Building 49.7 32.6 C-104 Jacket Water Cooler Inlet 49.7 37.3 C-101 Building 49.4 32.4 C-103 Jacket Water Cooler Inlet 49.5 37.0 C-106 Closed Man Doors 40.0 26.7 C-103 Gas Cooler Inlet 49.5 37.0 C-105 Closed Man Doors 39.8 26.4 C-102 Gas Cooler Inlet 47.9 36.9 C-104 Closed Man Doors 39.6 26.2 C-102 Jacket Water Cooler Inlet 48.6 36.7 C-103 Closed Man Doors _39.4 26.0 C-101 Gas Cooler Inlet 49.3 36.6 C-102 Closed Man Doors 39.2 25.8 C-106 Jacket Water Cooler Outlet 49.2 36.6 C-101 Closed Man Doors 39.1 25.6 C-105 Jacket Water Cooler Outlet 48.3 36.4 C-106 Engine Exhaust System 33.4 25.4 _ C-101 Jacket Water Cooler Inlet 48.4 49.1 36.3 36.3 C-105 Engine Exhaust System C-104 Engine Exhaust System 33.2 32.2 25.2 24.2 C-106 Gas Cooler Outlet _ C-104 Jacket Water Cooler Outlet 48.2 36.2 C-103 Engine Exhaust System 31.7 24.0 C-103 Jacket Water Cooler Outlet 48.3 36.1 C-102 Engine Exhaust System 31.5 23.8 C-105 Gas Cooler Outlet 48.0 Facility Sum 36.1 Total C-101 Engine Exhaust System 31.3 - 23.6 65.3 56.7 MCI rilo 117AQC 1 Energy has indicated that they anticipate a continued steady-state operation of the equipment at the facility site. All of the compressor units were modeled with the man doors and windows in the closed position. 9 Recommendations (continued) Table 7 Noise Control Evaluation Property Line 1087 feet North from the Facility Energy Holms Mesa Compressor Station Step Noise Control Measure Description Predicted Sound Levels Facility Contribution (dBC) Facility Contribution (dBA) Predicted facility sound level. 65.9 55.4 1 Install an NSI acoustically treated "I" Style building ventilation system on the all units. The installed system must permit operation dal! the units within the building with the compressor building doors and untreated openings dosed. 65.0 50.2 2 Install NSI '"I" Style Cooler Outlet silencer on all of the Jacket Water Air -X -Changers Model 132-2Z coolers. 64.4 48.4 3 Install NSI "W" Style Cooler Inlet silencer on all of the Jacket Water Air -X -Changers Model 132-2Z coolers. 63.4 47.3 4 Install NSI Engine Air intake silencers on all of the Caterpillar 3616 units. 62.9 46.3 5 Install NS1 "I" Style Cooler Outlet silencer on all of the Gas Outlet Air -X -Changers Model 132-2Z coolers. 62.3 45.5 6 Install NSI "W" Style Cooler Inlet silencer on all of the Gas Outlet Air -X -Changers Model 132-2Z coolers. 61.1 44,5 NSI File #2896.1 The model results indicate that implementing the recommended noise control measures would reduce the facility sound level by 10.9 dBA at the property line location 1087 feet north of the facility. A 3 to 5 dBA safety factor below the nighttime PNL of 50 dBA is recommended. Steps 1 to 4 provide the lower end of the range with steps 5 and 6 providing the higher end of the safety factor range, or room for future facility expansion. 11 Tire S•ciei rce t { Sacice® Recommendations (continued) Table 7 Noise Control Evaluation, Resident Location — 2316 feet East Energy Holms Mesa Compressor Station Step Noise Control Measure Description Predicted Sound Levels Facility Contribution (dBC} Facility Contribution NBA) Predicted facility sound level. 65.3 56.7 1 Install an NSI acoustically treated "1" Style building ventilation system on the all units. The installed system must permit operation of all the units within the building with the compressor building doors and untreated openings closed, 64.3 51.8 2 Install NSI 'W" Style Cooler Inlet silencer on all of the Jacket Water Air -X -Changers Model 132-2Z coolers. 63.4 50.8 3 Install NSI "W" Style Cooler Inlet silencer on all of the Gas Outlet Air -X -Changers Model132-2Z coolers. 62.4 49.6 4 Install NSI "I" Style Cooler Outlet silencer on all of the Jacket Water Air -X -Changers Model 132-2Z coolers. 61.5 48.2 5 Install NSI "1" Style Cooler Outlet silencer on all of the Gas Outlet Air -X -Changers Model132-2Z coolers. 60.4 46.4 6 Install NSI Engine Air Intake silencers on all of the Caterpillar 3616 units. 59.7 44.8 NSI File #2896.1 The modeling results indicate that implementing the recommended noise control measures would reduce the facility sound level by 5.6 dBC at the residence located 2316 feet East of the facility. Implementing step 1 reduced the dBC level below the LFN limit of 65 dBC. Implementing the additional steps further reduces the dBC level at the most impacted residence. To be in compliance with the COGCC regulations Table 6 is most relevant with Table 7 indicating requirements for the overall dBC reading at the resident location. In both cases if the noise suppression is installed as recommended Energy will be in full compliance. Conclusion The results of the environmental noise propagation model indicate that the proposed facility would exceed the nighttime PNL at the nearest property line located 1087 feet north of the facility. Noise Solutions recommends that Energy review and implement the noise control measures outlined in this report. Implementation is predicted to lower the facility sound level sufficiently to be within the allowable nighttime noise level limit of the COGCC Directive at the facility property line located 1087 feet away from the facility equipment. 12 Allowable Noise Level (ANL) Ambient Sound Level A -weighted sound level Glossary The maximum allowable noise level that a facility should not exceed at 350 feet or at the property line, whichever is greater All noises that exist in an area and are not related to a facility. Ambient noise includes sound from other industrial noise not subject to this directive, transportation sources, animals and nature. The sound level as measured on a sound level meter using a setting that emphasizes the middle frequency components similar to the frequency response of the human ear. Basic Nighttime Sound Level The A weighted Leg sound level commonly observed to (BSL) occur in the designated land -use categories with industrial presence (Directive 038 Glossary). The BSL in the initial building block from which the PSL is determined. Calibration A procedure used for the adjustment of a sound level meter using a reference source of a known sound pressure level and frequency. Calibration must take place before and after the sound level measurements. C -weighted Sound Level The C -weighting approximates the sensitivity of human hearing at the industrial noise levels (above 85 dBA). The C -weighted sound level is more sensitive to the sounds used to assess the low -frequencies than the A -weighted sound level. It is sometimes used to assess the low - frequency content of complex sound environments Daytime Defined as the hours from 07:00 to 18:59 dB (decibel) A unit of measure of sound pressure that compresses a large range of numbers into a more meaningful scale. dBA The decibel (dB) sound pressure level filtered through the A filtering network to approximate human hearing response. iii dBC The decibel (dB) sound pressure level filtered through the C filtering network. See dB and C -weighted Sound Level. Energy equivalent sound level The Leq is a single -number average, A -weighted sound level that represents cumulative acoustical energy as measured over a specified time interval. This interval should be specified in brackets following the Leq (e.g.: Leq (9) is a nine -hour Leq). (Leq) ENM Environmental noise prediction software created by RTA Technology Pty. Ltd. Facility Any operation used in exploration, processing, development and transportation of energy resources. Leq See Energy equivalent sound level. Nighttime Defined as the hours from 19:00 to 06:59. Noise Generally understood as unwanted sound. Noise Impact Assessment Identifies the expected sound level emanating from a (NIA) facility as measured 15 m from the nearest or most impacted permanently or seasonally occupied dwelling. It also identifies what the permissible sound level is and how it was calculated. Octave 1/3 Octave A series of electronic filters separate sound into discrete frequency bands, making it possible to know how sound energy is distributed as a function of frequency. The octave band has a centre frequency that is double the centre frequency of the octave band preceding it. The 1/3 octave band analysis provides a finer breakdown of sound distribution as a function of frequency. 14 Iter[ . zcwe Representative Conditions Sound Level Meter Sound Pressure Level Sound Power Level Those conditions typical for an area and/or the nature of a complaint. Sound levels must be taken only when representative conditions exist; this may necessitate a survey of extensive duration (two or more consecutive nights). An instrument designed and calibrated to respond to sound and to give objective, reproducible measurements of sound pressure levels. It normally has several features that enable its frequency response and averaging times to be changed. The ratio, expressed in decibels, of sound pressure to a reference pressure equal to the human threshold of hearing. The acoustic power radiated from a given sound source related to a reference power level (typically 10-12 watts) expressed in decibels. Spectrum A wide range or sequence of frequencies. Windscreen A specialized piece of porous sponge that fits over the microphone to reduce the noise generated by the wind blowing across the microphone. 15 October 20, 2008 DRAINAGE REPORT For HOLMES MESA COMPRESSOR STATION Township 7S, Range 94W Section 6 GARFIELD COUNTY, CO Prepared for Energy Transfer Company 10, October 20, 2008 DRAINAGE REPORT For HOLMES MESA COMPRESSOR STATION Township 7S, Range 94W, Section 6 GARFIELD COUNTY, CO Prepared for ETC Canyon Pipeline, LLC DRAINAGE REPORT For HOLMES MESA COMPRESSOR STATION GARFIELD COUNTY, CO Background At the request of ETC Canyon Pipeline, LLC, our firm has prepared grading and drainage drawings and calculations for the development of a natural gas compressor station on an 11.5 acre portion of a site in Garfield County, Colorado. The site location is approximately 2 miles south of Interstate 70, near the Rulison exit, in Sections 5 & 6, Township 7S, Range 94W. The site is located at an elevation of about 6300 feet, and is about 1150 feet above the Interstate and Colorado River Valley floor. The compressor station will be constructed generally in the middle of the 435.9 parent parcel. Existing Site Conditions The existing site is pastureland on the north side of Holmes Mesa. The site slopes generally to the North at a gradient of 4 to 8%. The general area of the site is drained by a series of long, linear, unnamed gullies and swales that drain down the side of the mesa to the north, and then into drainage ditches within the valley floor that convey the water into the Colorado River. For purposes of this report, gullies east of the project site are named Gully East -1, East -2, East 3, etc. Gullies draining areas west of the site are named Gully West -1, West -2, and so forth. Some percentage of the upper portions of these drainage watersheds are forested or covered with brush -type vegetation. Existing Drainage from Off-site (upgradient) to Site The 11.5 acre Project Site is located within the drainage basins of two gullies, Gully West -1 and East -I. The portion of Gully West -I located above the Project Site is about 148.5 acres and extends about 8470 feet above the site. This gully drains past the project site about 150 feet to west, and alongside the existing private road which will be used for access to the site. The 100 -year flow for this gully is estimated to be about 190 cfs (cubic feet per second), but because this gully is located at some distance from the site, no off-site flows have any significant effect on the layout or function of the proposed gas plant site. Gully East -1 drains a watershed of about 20.8 acres above (to the south of) the project site. The 100 -year peak flow of this gully would be approximately 32 cfs, which, if left unaltered, would drain through the middle of the proposed gas plant site. Existing Drainage from Site to Offsite (downgradient) Both gullies West -I and East -1 continue to flow past and through the site and continue to the North, eventually combining with other gullies and intermittent creeks and empty into the Colorado River about two miles north of the Project Site. Proposed Modifications to Site and Drainage The proposed Project Site will be graded to provide a series of three flattened gravel pads for the construction of the compressor station, with each pad approximately 8 feet higher or lower than the adjacent pad. The primary equipment at the plant, a series of gas compressors, will be constructed on the lowest of the three tiers. Cut and fill will be roughly balanced, with a slight excess on the side of excavated cut. Any additional fill will be used on site to provide adding benning on the south side of the station to provide additional sound attenuation for the compressors. No significant alteration of the drainage pattern for Gulley West -I is proposed. Gulley East -1 will be intercepted by a new ditch just upgradient (south) of the plant and diverted a few hundred feet East around the plant. The ditch will allow all runoff from upgradient of the plant to flow around the plant unhindered and down to the Colorado River. Runoff occurring within the proposed 11.5 -acre Project Site will be collected within the site by various perimeter ditches and will be retained in a new retaining pond constructed at the south edge of the plant. The retention pond will be sized to capture and retain 100% of the flow predicted to occur within a 100 -year, 24-hour storm event. For safety reasons, a spillway will be constructed on the pond to allow flows exceeding a 100 -year, 24-hour event to pass safely through the pond. Although the pond serves to reduce offsite stormwater flows, the primary goal of the design of the pond is to capture any accidental spills of hydrocarbon liquids that could conceivably occur within the plant prior to release from the Project Site. By capturing all runoff from the site, plant personnel can inspect the runoff as captured, and if any visible sheen of contaminants is seen in the retention pond, the water can be collected via vacuum truck and recycled offsite in an oil refinery to collect the hydrocarbons. Effects of proposed plans on Upgradient Properties There will be no effects from this proposed development on any upgradient properties. Because of the slope and drainage patterns on the mesa, plugging or slowing water passage in any of these ditches has no effect on upstream properties. Although a small amount of water will be temporarily retained within the retention pond, all upstream properties are at least 100 feet above the level of the pond, and the pond will only be about 7 feet deep to the spillway. Effects of Proposed plans on Downgradient Properties There will be no significant effects from this proposed development on any downgradient properties. Although converting 11.5 acres of the site from pasture land to a graveled gas plant will slightly increase runoff from large storms, 100% of that increased flow is captured in the retention pond. Summary In summary, this project has been specifically planned and designed to prevent and mitigate the possibility of offsite contamination from any accidental spills at the plant. It is also designed to reduce the possibility of damage to downstream properties from increased stormwater runoff. Please do not hesitate to contact us at 303-468-2700 if you have any questions about this report, or need any additional information about the proposed project. Sincerely, �) IV )9 0%Oulr4,40-ea- Rodney 'D. Burrows, PE 4 r'3 5 0 a 6 9 ra C:IOocumcnts a. WATERSHED PEAK FLOW CALCULATIONS STEP 1: EXAMINE WATERSHED CHARACTERISTICS iF�� y �•\ AREA OF WATERSHED= IIBSACRES '\ AVE. CHANNEL SLOPE= '1.1 % .....4......---i----... AVE. OVERLAND SLOPE= i. OUTLET s-- = A 7Nt `'L ` 400 uJ 0 0 200 STEP 2: FIND OVERLAND TIME OF FLOW k littgrardel! 1111014111 NOOMOM INOOMMOOP opoownin 60 0 L. 0 20 z 5 itt Il.o STEP 3: FIND CHANNELIZED TIME OF FLOW SELECT MANNING ROUGHNESS COEFFICENT 'n' OF CHANNEL CONCRETE, SMOOTH FINISH 0.011 TO 0.012 CONCRETE, ROUGH JOINTS 0.016 TO 0.017 RUBBLE MASONRY, COBBLE 0,017 SMOOTH EARTH 0.018 CORRUGATED METAL PIPE 0.022 FIRM GRAVEL 0.023 NATURAL CHANNEL, GOOD CONDITION 0.025 11.5•E NATURAL CHANNEL W/ STONES & WEEDS 0.0351'_ NATURAL CHANNEL, VER! POOR CONDmON 0,0604: O' c'/ FIND FLOW VELOCITY USING CHEZY-MANNING EQUATION: 44 0.667V= VELOCITY (Rises) Vim+ 1--(rH) .1 WHERE: nm IAanning's roughness coed (H. Hydraulic radlue=A/Perimeter (It) s= elope (dImenelonless) V= 1.49 ( / )0.667 5T . f . "1" 3 a. 31.2i'•� 11.(e tt/eec FIND TIME OF CHANNELIZED FLOW Tch Tch - Lh /(V•80 sec/min)= 110 /( f! 4 $60 sec/min)= min STEP 4: FIND TIMEnOF CONCENTRATION To TG= TO + T„= /12.- -h Ill. 23. (ruin) ENGINEER: _V'r, it oto-, DATE: I 0 ' I e -as PROJECT NAME: 1-1014.141 b1h Sft WATERSHED NAME: [.�I0LI_Ey WF�� - 1 STEP 5: FIND PEAK RAINFALL INTENSITY 'I' 6 2 0 5 0 4 0 l 3 2 d1 00 10 20 30 40 TIME OF CONCENTRATION TC (MINUTES) 50 60 STEP 6: SELECT RUNOFF COEFFICENT "C" LAWN, WEI.L-DRAINED, SANDY SOIL LAWN, WELL -DRAINED, CLAYEY SOIL FOREST FARATLAND, CULTIVATED, 0X-2% SLOPE FRAULAND, CULTIVATED, 2X .7X SLOPE FARMLAND, CULTIVATED, 7X+ SLOPE PASTURE, RANGE, 0%-2X SLOPE PASTURE, RANGE, 2X-7% SLOPE PASTURE, RANGE, 7%+ SLOPE PARKS, CEMETARIES UNIMPROVED LOTS PLAYGROUND, EXECPT ASPHALT/CONCRETE SCHOOLS RAILROAD YARD RESIOENRAL, SUBURBAN RESIDENTIAL SINGLE FAMILY RESIDENT/AL APARTMENTS, CONDOS RESIDENTIAL, MULTIPLEX, ATTACHED NEIGHBORHOOD BUSINESS DISTRICT INDUSTRIAL, LIGHT INDUSTRIAL, HEAVY GRAVEL, COMPACTED ASPHALT DRIVEWAYS, WALKWAYS CONCRETE 0.05 to 0.20 0.13 to 0.35 0.05 to(Q 0.05 to 0.31 0.20 to 0.40 0.30 to 0.50 0.05 to 0.30 0.30 to 0.40 0.35 t 5 0.10 to O. 5 0,10 to 0.30 0.20 to 0.35 0.40 to 0.50 0.20 to 0.40 0.25 to 0.40 0.30 to 0.50 0.50 to 0.70 0.60 10 0.75 0.50 to 0.85 0.50 to 0,60 0.80 to 0.90 0.40 to 0.60 0.70 to 0.95 0.75 to 0.85 0.80 to 0.05 FOR MULTIPLE SURFACES, TAKE A WEIGHTED AVERAGE. AREA 0 ASC ASC +TOTAL AREA. AI A2 A3 TOTAL Coverage 00 --YEAR 0 -YEAR 0 -YEAR YEAR -YEAR USS o.� STEP 7: FIND PEAK DISCHARGE VOLUME Q Q = C * I * A Q = ©e40 * "�•Z * = efs RAINFAL_ ARE TYPICAL FOR ELEVATIONS INTENSITY FOR -DURATION COLORADO BELOW CURVES WES 7000 FT SLOPE 2, 4 6 2 0 5 0 4 0 l 3 2 d1 00 10 20 30 40 TIME OF CONCENTRATION TC (MINUTES) 50 60 STEP 6: SELECT RUNOFF COEFFICENT "C" LAWN, WEI.L-DRAINED, SANDY SOIL LAWN, WELL -DRAINED, CLAYEY SOIL FOREST FARATLAND, CULTIVATED, 0X-2% SLOPE FRAULAND, CULTIVATED, 2X .7X SLOPE FARMLAND, CULTIVATED, 7X+ SLOPE PASTURE, RANGE, 0%-2X SLOPE PASTURE, RANGE, 2X-7% SLOPE PASTURE, RANGE, 7%+ SLOPE PARKS, CEMETARIES UNIMPROVED LOTS PLAYGROUND, EXECPT ASPHALT/CONCRETE SCHOOLS RAILROAD YARD RESIOENRAL, SUBURBAN RESIDENTIAL SINGLE FAMILY RESIDENT/AL APARTMENTS, CONDOS RESIDENTIAL, MULTIPLEX, ATTACHED NEIGHBORHOOD BUSINESS DISTRICT INDUSTRIAL, LIGHT INDUSTRIAL, HEAVY GRAVEL, COMPACTED ASPHALT DRIVEWAYS, WALKWAYS CONCRETE 0.05 to 0.20 0.13 to 0.35 0.05 to(Q 0.05 to 0.31 0.20 to 0.40 0.30 to 0.50 0.05 to 0.30 0.30 to 0.40 0.35 t 5 0.10 to O. 5 0,10 to 0.30 0.20 to 0.35 0.40 to 0.50 0.20 to 0.40 0.25 to 0.40 0.30 to 0.50 0.50 to 0.70 0.60 10 0.75 0.50 to 0.85 0.50 to 0,60 0.80 to 0.90 0.40 to 0.60 0.70 to 0.95 0.75 to 0.85 0.80 to 0.05 FOR MULTIPLE SURFACES, TAKE A WEIGHTED AVERAGE. AREA 0 ASC ASC +TOTAL AREA. AI A2 A3 TOTAL Coverage 00 --YEAR 0 -YEAR 0 -YEAR YEAR -YEAR USS o.� STEP 7: FIND PEAK DISCHARGE VOLUME Q Q = C * I * A Q = ©e40 * "�•Z * = efs n e 161E 8 0 A WATERSHED PEAK FLOW CALCULATIONS STEP 1: EXAMINE WATERSHED CHARACTERISTICS /-/. ���1 AREA OF WATERSHED= '2°4 ACRES ,- ~\ AVE. CHANNEL SLOPE 9,1 % \\ AVE. OVERLAND SLOPE- X ,1 OUTLET .- =�1co,f00"-t ^Laca„o �� '--,-�rU ft, .400 w 0 200 0 STEP 2: FIND OVERLAND TIME OF FLOW eienil iiIIMAPrAW jj: l, ar,PrAdo 6D 40 2 20 i b STEP 3: FIND CHANNELIZED TIME OF FLOW SELECT MANNING ROUGHNESS COEFFICENT 'n' OF CHANNEL CONCRETE, SMOOTH RNISH 0.011 TO 0.012 CONCRETE, ROUGH JOINTS 0.016 TO 0.017 RUBBLE MASONRY, COBBLE 0.017 SMOOTH EARTH 0.018 CORRUGATED METAL PIPE 0.022 FIRM GRAVEL 0.023 NATURAL CHANNEL, GOOD CONDITION 0.025 NATURAL CWWNNEL W/ STONES & WEEDS 0.03;i_ NATURAL CHANNEL, VERY POOR CONDITION 0.060 FIND FLOW VELOCITY USING CHEZY-MANNING EQUATION: 1.49 (r1) 0.667 Va V= VELOCITY (ft/sec) WHERE: nd Manning's roughness coef rH= Hydroulic rndiusAtA/Perinieter (rt) e= slope (dimenelon1ese) V= 1.49 ,10.667 - 37.1 �.A.lTs !? ft/.c 124 FIND TIME Of CHANNELIZED FLOW Tch To, = Leh /(V+60 sec/min)= 2100 , /( / 1 *60 secfmIn)= 11.0 min STEP 4: FIND TIME OF CONCENTRATION TG TG = TO + TGH = l 2 + /pi= /(v (min) ENGINEER: 1 - WL'rT`ow' DATE: ii:j105' PROJECT NAME: F{oLWle', 1•14 f: WATERSHED NAME: GU I.i F'y FAST- STEP 5: FIND PEAK RAINFALL INTENSITY 'I' 7 6 OD 10 20 30 40 50 60 ARE TY'JCAL RIRAINF FOR EL MIEN F0' ATIONS -DU' COLO BELOW TION C 00 WE 000 FT "S SLOPE 11111 IIIII in 111 driplIN johirm =Maw III I TIME OF CONCENTRATION To (MINUTES) STEP 6: SELECT RUNOFF COEFFICENT "C" LAWN, WELL -DRAINED, SANDY SOIL LAWN, WELL -DRAINED, CLAYEY SOIL FOREST FARMLAND, CULTIVATED, 0X -2X SLOPE FRAMLAND, CRENATED, 2X-7% SLOPE FARMLAND, CULTIVATED, 7%4- SLOPE PASTURE, RANGE, 0X -2X SLOPE PASTURE, RANGE, 2X -7X SLOPE PASTURE. RANGE, 7X+ SLOPE PARKS, CEMETARIES UNIMPROVED LOTS PLAYGROUND, EXECPT ASPHALT/CONCRETE SCHOOLS RMIROAD YARD RESIDEHTIA4, SUBURBAN RESIDENTIAL SINGLE FAMILY RESIDENTIAL APARTMENTS, CONDOS RESIDENTIAL., MULTIPLE{, ATTACHED NEIGHOORH00D BUSINESS DISTRICT INDUSTRIAL, UGHT INDUSTRIA., HEAVY GRAVEL, COMPACTED ASPHALT DRIVEWAYS. WALKWAYS CONCRETE 0.05 to 0.20 0.13 to 0.35 0.05 I 35 0.05 to 0.31 0.20 to 0.40 0.30 to 0.50 0.05 to 0.30 0.30 to 0.40 0.35 to 0.10 to 0.25 0.10 to 0.30 0.20 to 0.35 0.40 to 0.50 0.20 to 0.40 0.25 to 0,40 0.30 to 0.50 0.50 to 0.70 0.60 to 0.76 0.50 to 0.85 0,50 to 0.80 0.80 to 0.00 0.40 to 0.60 0.70 to 0.95 0.75 to 0.85 0.80 to 0.95 FOR MULTIPLE SURFACES, TAKE A WEIGHTED AVERAGE. AREA 0 ASC A•C TOTAL AREA= Al A2 A3 TOTAL ;Yer0ga 00 -YEAR 0 -YEAR 0 -YEAR -YEAR -YEAR tJ'E o 10 STEP 7: FIND PEAK DISCHARGE VOLUME 0 Q C * I * A O -6,10 * 3g * W. = g2 Gro Rational Method Runoff Coefficients Ref 1, 2 & 5 Ref 3 Ref 4 Jtegorized by Surface Lawn/grass, poor, grass cover<50% 0 to 2% slope 2% to 7% slope Over 7% slope Lawn/grass, lair, grass on 50%-75% 0 t0 2% slope 2% to 7% slope Over 7% slope Lawn/grass, good, grass cover>75% 0 to 2% slope 2% to 7% slope Over 7% slope Lawns, well drained (sandy soil) 0 to 2% slope 2% to 7% slope Over 7% slope Lawns, poorly drained (clay soil) 0 to 2% slope 2% to 7°A slope Over 7% slope Gravel road, compacted Asphalt Brick Driveways, walkways Shingle roof Concrete Categorized by Use Forested 0 to 2% slope 2% to 7% slope Over 7% slope Greenbelts, agricultural Farmland, cultivated 0 to 2% slope 2% to 7% slope Over 7% slope Pasture/range 0 to 2% slope 2% to 7% slope Over 7% slope Parks Cemeteries Unimproved Playground (except asphalt or concret) Schools Railroad yard Residential, suburban Residential, single family Residential, multiplex, detached Residential, apartments, condominiums Residential, multiplex, attached Neighborhood Business District Industrial, light industrial, heavy Urban Downtown Business District min max 0.05 0.10 0.10 0.15 0.15 0.20 0.13 0.17 0.18 0.22 0.25 0.35 0.70 0.95 0.70 0.85 0.75 0.85 0.75 0.95 0.80 0.95 0.05 0.20 0.05 0.30 0.05 0.30 0.10 0.25 0.10 0.25 0.10 0.30 0.20 0.35 0.20 0.40 0.25 0.40 0.30 0.50 0.40 0.60 0.50 0.70 0.60 0.75 0.50 0.70 0.50 0.80 0.60 0.90 0.70 0.95 0.00 0.00 0.00 0.00 0,40 1.00 0.90 0.90 1.00 0.02 0.05 0.05 0.10 0.50 0.15 0.60 0.80 0.75 0.85 0.80 0.90 0.95 2yr 5yr 10yr 25yr 100yr 100yr 500yr 0.32 0.34 0.37 0.40 0.44 0.47 0.58 0.37 0.4 0.43 0.46 0.49 0.53 0.61 0.40 0.43 0.45 0.49 0.52 0.55 0.62 0.25 0.28 0.3 0.34 0.37 0.41 0.53 0.33 0.36 0.38 0.42 0.45 0.49 0.58 0.37 0.4 0.42 0.46 0.49 0.53 0.60 0.21 0.23 0.25 0.29 0.32 0.36 0.49 0.29 0.32 0.35 0.39 0.42 0.46 0.56 0.34 0.37 0.4 0.44 0.47 0.51 0.58 0.73 0.77 0.81 0.86 0.90 0.95 1.00 0.75 0.80 0.83 0.88 0.92 0.97 1.00 0.75 0.80 0.83 0,88 0.92 0.97 1.00 0.22 0.25 0.28 0.31 0.35 0.39 0.48 0.31 0.34 0.36 0.40 0.43 0.47 0.56 0.35 0.39 0.41 0.45 0.48 0.52 0.58 0.31 0.34 0.36 0.40 0.43 0.47 0.57 0.35 0.38 0.41 0.44 0.48 0.51 0.60 0.39 0.42 0.44 0.48 0.51 0.54 0.61 0.25 0.28 0.3 0.34 0.37 0.41 0.53 0.33 0.36 0.38 0.42 0.45 0.49 0.58 0.37 0.4 • 0.42 0.46 0.49 0.53 0.80 Ref 1: Civil Engineering review Manual, Lindburg Ref 2: Civil Engineering reference Manual, Merritt (Identical to Ref 1) Ref 3: Urban Drainage and Flood Control District, Drainage Criteria manual Table RO-3 More detailed analysis is presented in Ref 2 for long period storms and for misc residential types. 4 4: Applied Hydrology, Chow, Maidment & Mays ,ef 5: Urban Drainage Manual, Federal Highway Administration, (Identical to Ref 1) RETENTION POND SIZING CALCULATIONS FOR RETAINING 100% OF A 100 --Yr, 24 -Hr STORM STEP 1: EXAMINE WATERSHED CHARACTERISTICS ENGINEER: �1h1�+ 1.06 DATE: t -IA-4 PROJECT NAME: ttoL411E- i -- � � ~ - `♦ AREA OF WATERSHED- l it q b ACRES WATERSHED NAME: NtAcIAT S ATF_ OUTLET x43,560 sgft f acre= 1:.;Oni 600 SOFT ae STEP 2: FIND 100 -YR, 24 -HR RAINFALL CUMULATIVE TOTAL REFER TO NOM ATLAS FOR THIS LOCATION WWW. NOM,GOV R. 1,g, inches (),QM feet STEP 3: SELECT RUNOFF COEFFICENT "C" LAWN, WELL -DRAINED, SANDY SOIL 0.05 to 0.20 LAWN, WELL -DRAINED, CLAYEY SOIL 0.13 to 0.35 FOREST 0.05 to 0.35 FARMLAND, CULTIVATED, OX -2X SLOPE 0.05 to 0.31 FRAMLANO, CULTIVATED, 2X --7X SLOPE 0.20 to 0.40 FARMLAND, CULTIVATED, 7X+ SLOPE 0.30 to 0.50 PASTURE, RANCE, OX -2X SLOPE 0,05 to 0.30 PASTURE, RANGE, 2X -7X SLOPE 0.30 to 0.40 PASTURE, RANGE, 7X+ SLOPE 0.35 to 0.50 PARKS, CEMETERIES 0.10 to 0,25 UNIMPROVED LOTS 0.10 to 0.30 PLAYGROUND, EKECPT ASPHALT/CONCRETE 0.20 io 0.35 SCHOOLS 0,40 to 0 RAILROAD YAR0 0.20 to RESIDENTIAL, SUBURBAN 0,25 to 0.40 RESIDENTIAL SINGLE FAMILY 0.30 to 0.50 RESIDENTIAL APARTMENTS, CONDOS 0.50 to 0.70 RESIDENTIAL, MULTIPLEX, ATTACHED 0.6D to 0.75 NEIGHBORHOOD BUSINESS OISTRICT 0.50 to 0.65 INDUSTRIAL, LIGHT 0.50 to OD INDUSTRIAL, HEAVY 0,60 to 0,90 GRAVEL, COMPACTED 0.40 toC ASPHALT 0.70 to 0.25 DRIVEWAYS, WALKWAYS 0.75 io 0.85 CONCRETE 0.80 10 0,95 FOR MULTIPLE SURFACES, TAKE A WEIGHTED AVERAGE. AREA C A+C A+C TOTAL AREA. At A2 A3 TOTAL STEP 4: FIND TOTAL VOLUME V V = A * R * C Coverage '-,vvrth Lir To ©• PP!? 'TO Kt. CnYt5V.1Z.Qa:11.V0 V = i opla* 0,2'ii * (3,$U = g3A2.00 cubic ft STEP 5: SELECT TRIAL SIZE OF POND FOR AVERAGE DEPTH OF 5,o ft, YOU NEED AVERAGE AREA OF 18A(61{G sqft. TRY A POND OF APPROX 75 ft x 2/+e) ft.