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Home My WebLink About1.00 General Application MaterialsCommunity Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970)945-8212 www.garfield-county.com LAND USE CHANGE PERMIT APPLICATION FORM TYPE OF APPLICATION Administrative Review Development in 100-Year Floodplain Limited Impact Review Development in 100-Year Floodplain Variance Major Impact Review Code Text Amendment Amendments to an Approved LUCP LIR MIR SUP Rezoning Zone District PUD PUD Amendment Minor Temporary Housing Facility Administrative Interpretation Vacation of a County Road/Public ROW Appeal of Administrative Interpretation Location and Extent Review Areas and Activities of State Interest Comprehensive Plan Amendment Accommodation Pursuant to Fair Housing Act Pipeline Development Variance Time Extension (also check type of original application) INVOLVED PARTIES Owner/Applicant Name: ________________________________________________ Phone: (______)_________________ Mailing Address: ______________________________________________________________________ City: _______________________________________ State: _______ Zip Code: ____________________ E-mail:_______________________________________________________________________________ Representative (Authorization Required) Name: ________________________________________________ Phone: (______)_________________ Mailing Address: ______________________________________________________________________ City: _______________________________________ State: _______ Zip Code: ____________________ E-mail:_______________________________________________________________________________ PROJECT NAME AND LOCATION Project Name: _____________________________________________________________________________________ Assessor’s Parcel Number: ___ ___ ___ ___ - ___ ___ ___ - ___ ___ - ___ ___ ___ Physical/Street Address: ________________________________________________________________ Legal Description: ______________________________________________________________________ _____________________________________________________________________________________ Zone District: ___________________________________ Property Size (acres): __________________ Nordic Gardens Land Fund, LLC 970 379-3307 2340 County Road 100 Carbondale CO 81623 kfkeating@gmail.com Nicholas DiFrank, PLA 303 829-8362 652 Melissa Ln Carbondale CO 81623 nick@re-land.com Nordic 2340 County Road 100 Section: 36 Township: 7 Range: 88 a parcel of land in Government Lots 17 and 21, a portion of Government Lot 14, Sec. 31,Twn 7, Rng 87, and in Government Tot 1, Sec. 1, Twn 8, Rng 88. 35.02 acres Rural 35.02 acres 2393 364 00 267 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 3 APPLICATION FORM c:E( Garfield County D D D D D D DD D D D □ □ □ D D D D D D D D D D D PROJECT DESCRIPTION REQUEST FOR WAIVERS Submission Requirements The Applicant requesting a Waiver of Submission Requirements per Section 4-202. List: Section: ______________________________ Section: _________________________________ Section: ______________________________ Section: _________________________________ Waiver of Standards The Applicant is requesting a Waiver of Standards per Section 4-118. List: Section: ______________________________ Section: _________________________________ Section: ______________________________ Section: _________________________________ I have read the statements above and have provided the required attached information which is correct and accurate to the best of my knowledge. ______________________________________________________ __________________________ Signature of Property Owner or Authorized Representative, Title Date OFFICIAL USE ONLY File Number: __ __ __ __ - __ __ __ __ Fee Paid: $_____________________________ Existing Use: ____________________________________________________________________________________ Proposed Use (From Use Table 3-403): ____________________________________________________ Description of Project: __________________________________________________________________ 1.The Decision you are appealing. 2.The date the Decision was sent as specified in the notice (date mailed). 3.The nature of the decision and the specified ground for appeal. Please cite specific code sections and/or relevant documentation to support your request. 4.The appropriate appeal fee of $250.00. 5.Please note a completed Appeal Application and fees must be received within 30 calendar days of the date of the final written Administrative Interpretation. For Appeal of Administrative Interpretation please include: Parcel is currently vacant. Previous use included unpermitted contractors yard and materials handling operations. Contractor's Yard, Small______________________________________________________________________________ Provide space for local tenants whose small businesses meet the requirements of the the proposed use within the available 5 acre area. Landscape Plan (4-203.F)Waterwater Management and System Plan (4-203.N) Development/Improvement Agreement (4-203.J,K) Rural Zoning Setback Standards (7-1001) Owner/Principal, RE:LAND 11.01.2021 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 4 ■ ■ 652 Melissa Ln, Carbondale, CO 81623 • RE-LAND.COM • 303.829.8362 landscape architecture urban design environmental planning To: Mr. Vincent Hooper / Garfield County CC: K. Keating (Owner), V. Tomczak (Crystal River Civil) From: N. DiFrank / RE:LAND (nick@re-land.com) Date: 03.18.2022 Project: 2340 County Road 100 / Nordic Gardens Owner: Nordic Gardens Land Fund, LLC Parcel #: 2393-364-00-267 Subject: Land Use Application/Small Contractors Yard Dear Mr. Hooper, This memo is in response to Garfield County’s Completeness review for the Nordic Gardens Administrative Review application for a Small Contractor’s Yard. Your application review response was received on February 11, 2022. The submittal documents have been updated as noted below in response to your 18 items/comments. The Small Contractor’s Yard Application and associated Exhibits are being resubmitted alongside this memo for your review. Responses to Completeness Review: 1. Understood, we will provide a separate letter that provides a formal request to withdraw the past Special Use Permit, Resolution 2002-100. 2. It is understood that the Director is requiring this application process to include a meeting with the BOCC. 3. The title report error has been updated to include only the subject property. 4. The title report error has been updated to resolve the title report Exception for legal access. 5. The Application Form as been updated to include the requested waivers. 6. A waiver has been requested for a minor modification of the 100’ setback standard. The site plan has been updated to respond this this request. 7. Per discussions with the County, the loading/unloading areas have been renamed to “staging” areas. These areas will be used for daily operations within the site. 8. Details have been provided to respond to Section 7-1001.C 9. Transportation Analysis: a. The Traffic Count was conducted after the removal of uses. Therefore, all trips into/out of the site were for the adjacent parcel to the west, or occasional person in search of a past business or other location (lost). 652 Melissa Ln, Carbondale, CO 81623 • RE-LAND.COM • 303.829.8362 b. The Traffic Report has been updated with ITE trip generation information to provide a clear approach to average daily trip analysis. c. The new 26 employee limitation as defined by the ITE trip generation process is applicable to future businesses as there are no current employees operating out of the site. 10. The use of a UV light disinfection system is proposed to treat the domestic well water as recommended in the Water Quality report by LRE Water due to discovery of total coliform during well testing. The engineering report and the water supply plan has been revised to include a specific UV disinfection product, as well as required installation prior to any use of structures supplying domestic water from the onsite well. 11. The typo referring to the 2020 Comp Plan has been updated to reference the 2030 Comprehensive Plan. 12. The application responses to Section 7, Division 2 have been updated to include Section 7-201.E. 13. The Improvement Survey Plat has been updated to reflect the slope categories as outlined in the LUDC. 14. The Site Plan has been updated to identify all existing buildings. (Note that many of the buildings identified in the previous application have been removed). 15. The response to section 7-303 has been revised to identify the zoning as Rural. 16. The analysis of Section 7-1001 has been updated to correctly identify and respond to the adjacent properties as Rural. 17. The limit of future operations has been updated to 7am to 7pm, Monday through Saturday, with no operations allowed on Sunday. 18. The proposed Shop/Office will only be an accessory use limited to providing services to the small contractor’s yard. Thank you again for your assistance with this process. We would be happy to provide any additional clarifications as needed to move forward with the process. Sincerely, RE:LAND, LLC Nicholas DiFrank, PLA Principal/Owner Q NORDIC Contractor Yard, Small Parcel ID #239336400267 2340 County Road 100 Garfield County, Colorado March 18, 2022 Prepared By: RE:LAND, LLC Nicholas DiFrank, PLA Principal/Owner 652 Melissa Ln Carbondale, CO 81623 Email: nick@re-land.com Phone: 303.829.8362 Prepared For: Nordic Gardens Land Fund, LLC c/o Keith Keating, Owner 2340 County Road 100 Garfield County, CO 81623 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 2 TABLE OF CONTENTS PROJECT TEAM APPLICATION FORM .............................................................................3 PRE-APPLICATION CONFERENCE SUMMARY .............................5 GENERAL APPLICATION MATERIALS ...........................................11 Statement of Authority 12 Authorized Representative 13 Waiver Requests 14 Ownership Information (4-203.B.2) 16 Adjacent Property Owners + Mineral Rights (4-203.B.3) 33 Payment Agreement Form (4-203.B.4) 36 Project Description (4-203.B.5) 37 Garfield County Code Enforcement Update 38 Existing Special Use Permit 39 SPECIFIC APPLICATION MATERIALS .............................................41 Vicinity Map (4-203.C) 42 Existing Conditions Photos 43 Engineering Report 47 Site Plan (4-203.D) 52 Grading + Drainage Plan (4-203.E) 52 Landscaping Plan (4-203.F) 52 Impact Analysis (4-203.G) 52 Rezoning Justification Report (4-203.H) 57 Statement of Appeal (4-203.I) 57 Development Agreement (4-203.J) 57 Improvements Agreement (4-203.K) 57 Traffic Study, basic (4-203.L) 58 Water Supply and Distribution Plan (4-203.M) 90 Wastewater Management and System Plan (4-203.N) 115 Floodplain Analysis (4-203.O) 148 ARTICLE 7: STANDARDS . ...............................................................149 DIVISION 1. GENERAL APPROVAL STANDARDS 150 DIVISION 2. GENERAL RESOURCE PROTECTION STANDARDS 154 DIVISION 3. SITE PLANNING AND DEVELOPMENT STANDARDS 157 DIVISION 10. ADDITIONAL STANDARDS FOR INDUSTRIAL USE 159 APPLICATION EXHIBITS ..................................................................163 Exhibit A: Site Plan Exhibit B: Grading and Drainage Plan Exhibit C: Water Distribution Plan Exhibit D: Site Improvement Survey Land Planner: RE:LAND, LLC Nicholas DiFrank, PLA Principal/Owner 652 Melissa Ln Carbondale, CO 81623 Email: nick@re-land.com Phone: 303.829.8362 Civil Engineer: Crystal River Civil Vince Tomczak, P.E. Principal/Owner 1101 Village Road UL-4C Carbondale, CO 81623 Email: vince@crystalrivercivil.com Phone: 810.252.2075 Traffic Engineer: Radian Engineering, LLC Brynn Boyd, P.E. Principal/Owner 2438 Jack Creek Road Grand Junction, CO 81505 Email: radianengineering@ hotmail.com Phone: 720.224.1095 Water Engineer: LRE Water Eric Mangeot, P.E. Senior Project Manager 909 Colorado Avenue Glenwood Springs, CO 81601 Email: eric.mangeot@lrewater. com Phone: 970.945.6777 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 5 1 Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.garfield-county.com PRE-APPLICATION CONFERENCE SUMMARY TAX PARCEL NUMBER: 2393-364-00-267 PRE-APP DATE: 7/15/2021 PROJECT: Nordic Gardens Contractor’s Yard OWNER: Nordic Gardens Land Fund, LLC REPRESENTATIVE: Nick DiFrank PRACTICAL LOCATION: 2340 County Road 100 Carbondale, CO 81623 ZONING: Rural TYPE OF APPLICATION: Administrative Review for a Contractor’s Yard, Small. I. GENERAL PROJECT DESCRIPTION The applicant’s previous proposal for a Contractor’s Yard, Small and Materials Handling/Processing facility was not approved by the BOCC. These applications were in response to past Notice of Violations (issued June 6, 2019) for noncompliance to Land Use & Development Code (LUDC) regulations. Issues and concerns identified in review of the previous applications included: 12-103.D.2.: Enforcement Procedures 7-101: Zone District Regulations 7-102: Comprehensive Plan 7-103: Compatibility 7-104: Sufficient, Adequate, Legal and Physical Source of Water 7-105: Adequate Central Water Distribution and Wastewater 7-107: Access and Driveways 7-301 Compatible Design 7-306 Trail and Walkway Standards Article 7, Division 1001, Industrial Use Standards: B. Setbacks C. Concealing and Screening PRE-APPLICATION CONFERENCE SUMMARY =6 Garfield County 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 6 2 F. Noise H. Hours of Operation I. Interference, Nuisance or Hazard A review of the previous application’s Staff Report and BOCC hearing record will help to provide additional details of specific concerns for this property and the previous applications. Following the rejection of the previous applications the property owner committed to removing the zoning violations, cleaning up the property and creating new plans for the property. In the Pre-Application Conference, the applicant stated that the past violations have been removed and the property has been cleaned up. The current Contractors Yard, Small proposal is the result of that new planning effort. The new plan proposes that 4.6 acres of the 35 acre parcel will be used for the Contractor’s Yard, Small use. This 4.5 acre site is similar to what has historically been used on the property and was proposed with the previous applications. A new septic system is proposed along with a new Shop/Office building and improvements to internal access/circulation. The Contractor’s Yard would accommodate one or two individual businesses. A Contractor’s Yard, Small use in the Rural zoning district requires approval of a Land Use Change Permit through an Administrative Review application process. Administrative Review are normally acted upon by the Community Development Director, with review and potential Call-Up to the BOCC. However, because of the past public concern and BOCC denial the Planning Director will defer the Administrative Decision to the BOCC. This Decision will be conducted in a public hearing following the same public notice requirements of the Administrative Decision, (i.e. only 15 day notice to Adjacent Property Owner’s within 200 feet and no newspaper notice nor sign posting.) The parcel is accessed directly from County Road 100 through a RFTA right-of-way from the property’s northern boundary. Be aware that RFTA provided a referral comment on the previous applications stating they would not agree to an expansion of the existing ROW. The inability to expand the ROW may impact the type of uses and intensity of new uses which can be planned for the site. Traffic and access analysis must include the fact that access is shared with the adjacent property own. Please carefully consider the standards of Section 7-107 into your proposal. Demonstration of compliance to those standards will be important. The applicant will need to submit details of the operation of the Contractor’s Yard such as days and hours of operation, number of employees, work to be performed, materials & equipment stored, etc. Documentation explaining how water and sanitary facilities will be legally and adequately provided for the use. The applicant will need to submit a detailed site plan showing existing improvements, proposed improvements, staging areas, access and parking areas, physical characteristics such as slope and vegetation, etc. A basic traffic study will be required. The application will need to demonstrate compliance with each of the applicable standards as identified in Article 7 Standards, Division 1, 2, 3 and for Industrial Uses, Section 7-1001. These are the standards by which the application will be determined to be approved with conditions or denied. A short response to these items ensures that 1) the applicant has read and understands the standards upon which a determination will be based and 2) allows the applicant and staff to work through any possible issues early in the application process. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 7 3 In November of 2002 the property was the subject of Resolution 2002-100 a Special Use Permit (SUP) approval for a “handcrafted log home business.” The SUP was issued January 3rd, 2003 and specified approval for “a handcrafted log home business.” This SUP applies to the same area of the site as the proposed Contractor’s Yard and would conflict with the proposed Contractor’s Yard uses. The Community Development Department would not recommend approval of the proposed Contractor’s Yard without first withdrawing the approval of the SUP. Please include a request to withdraw SUP with the proposed Contractor’s Yard. All submittal requirements for the applications are included in more detail below. II. COMPREHENSIVE PLAN The property is designated in the County Comprehensive Plan as within both the Residential Low Density (10+ acres per dwelling unit) and Industrial Designation; the developed site resides within the Industrial designation. III. REGULATORY PROVISIONS APPLICANT IS REQUIRED TO ADDRESS • Article 3, Zoning o Rural Zone District – Lot/Building Requirements (Table 3-201) and Use Table (Table 3-403) • Article 4, Application and Review Procedures o Administrative Review Process (Section 4-103) o Common Review Procedures (Section 4-101) o Table 4-102 Common Review Procedures and Required Notice o Application Materials (Table 4-201 and Section 4-203) • Article 7, Standards – Division 1 General Standards, Division 2 General Resource Protection Standards, Division 3 Site Planning – as applicable and Section 7-1001 Industrial Use IV. SUBMITTAL REQUIREMENTS Please refer directly to Table 4-201 and the list of General Application Materials in section 4-203. Outlined below is a list of information typically required for the types of application. • 4-203.B. General Application Materials o Completed Application Form o Completed Payment Agreement Form and application fees o Proof of Ownership (title work, copy of the deed) o If owner intends to have a representative, both a statement of authority for the LLC and a letter of authorization to represent is needed. o Names and mailing addresses of properties within 200 ft. of the subject property. o Mineral rights ownership for the subject property (demonstrated through a search of Clerk and Recorders database and/or Assessors database, form and memo attached). o A narrative describing the request and related information. o Copy of this pre-application summary • 4-203.C. Vicinity map within a radius of approximately 3 miles • 4-203.D. Site Plan 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 8 4 • 4-203.E. Grading and Drainage Plan • 4-203.F. Landscaping Plan – As industrial uses are exempt from Landscaping Plans, a waiver may be requested from this requirement. • 4-203.G. Impact Analysis – Descriptive information should be provided including information on environmental impacts, nuisance and hours of operation. • 4-203.J, K – Development Agreement / Improvements Agreement (may be waived upon request as these agreements are typically not applicable where there are no vesting issues and no public improvements). • 4-203.L. Traffic Study – at a minimum a Basic Traffic Study will be required. • 4-203.M. Water Supply/Distribution Plan o The Applicant will need to demonstrate that there is a legal and adequate water supply for all uses it is serving. The applicant should complete an analysis of total anticipated employees’ time on the site. Staff would not be supportive of Waivers requests from applicable standards and code provisions regarding demonstration of Water adequacy. • 4-203.N. Wastewater Treatment Plan o The applicant will need to demonstrate that the septic is legal and adequate for all uses it is serving. The applicant should complete an analysis of total anticipated employees’ time on the site. Staff would not be supportive of Waivers requests from applicable code provisions regarding Water and Wastewater provisions. • Respond to Standards fully described in Article 7, Divisions 1, 2 and 3 as applicable and Section 1001 Industrial Use (a Contractor’s Yard is categorized as an Industrial Use in the LUDC). Submit three paper copies and one digital for applications. Additional copies will be requested upon determination of completeness. See the land use code for additional information on submittal requirements. V. APPLICATION REVIEW a. Review by: Staff for completeness recommendation and referral agencies for additional technical review b. Public Hearing: __None (Director’s Decision) __Planning Commission _X Board of County Commissioners __ Board of Adjustment c. Referral Agencies: May include Garfield County Road and Bridge Department, Fire Protection District, Garfield County Designated Engineer, Garfield County Vegetation Management, Colorado Parks and Wildlife, Division of Water Resources and more. VI. APPLICATION REVIEW FEES 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 9 5 a. Planning Review Fees: $ 250.00 b. Referral Agency Fees: $ TBD – consulting engineer/civil engineer fees c. Total Deposit: $ 250.00 (additional hours are billed at $40.50 /hour) General Application Processing The foregoing summary is advisory in nature only and is not binding on the County. The summary is based on current zoning, which is subject to change in the future, and upon factual representations that may or may not be accurate. This summary does not create a legal or vested right. The summary is valid for a six month period, after which an update should be requested. The Applicant is advised that the Application submittal once accepted by the County becomes public information and will be available (including electronically for review by the public). Proprietary information can be redacted from documents prior to submittal. Pre-application Summary Prepared by: July 16, 2021 _________________________________________ ____________________ Vince Hooper, Planner Date 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 10 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 11 GENERAL APPLICATION MATERIALS 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 12 Statement of Authority Garfield County STAT EMENT OF AUTHORITY Pursuant to C.R .S. §38-30-172, tne uneersigned exeeutes tnis Statement of Autnority on benalf of Nordic Gardens Land Fund a Limited Liability Company (corporation, limited liability company, general partnership, registered limited liability partnership, registered limited liability limited partnership, limited partnership association, government agency, trust or other), an entity other than an individual, capable of holding title to real property (the "Entity"), and states as follows: The name of the Entity is Nordic Gardens Land Fund, LLC and is formed under the laws of Colorado --------------------------The mailing address for the Entity is 2340 County Road 100, Carbondale, co 81623 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 _K_e_ith_K_e_a_ti_ng~--------- The limitations upon the authority of the person named above or holding the position described above to bind the Entity are as follows (if no limitations, insert "None"): _N_o_n_e ___________ _ 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 th is __;.~ day of _N\........._, ~'i:\~'1-----~' 20 A-\ Signature, ~ ~. Name (printed): _K_e_ith_K_ea_t_in=-g __________ _ Title (if any): _______________ _ STATE OF COUNTY OF lf'l\rw-o.M) ) (\orl\t.\~ )SS. ) The foregoing instrument was acknowledged before me this ~ day of_~~-------~ ~ , 20..ai_ by ½, h~ ~~"-3 , on behalf of ______________ _, Witness my hand and official seal. My commission expires: \xJ \C\ ,Zo2 \ (Date) YOLIBETH \R/\ZU UGALDE Notary Public -State of Colorado Notary ID 20174051626 My Commission Expires Dec 19, 2021 a 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 13 Authorized Representative LETTER OF AU THO RIZATION DATE: May 20, 2021 ATTE NTION : Garfield Coun t y Colorado -Commun ity Deve lopment I/WE Nordic Gardens Land Fu nd, LLC REGISTERED OWNER(S ) OF PROPERTY AT: 2340 County Road 100, Car bond ale, CO . Garfiel d County Parcel: 2393-354 -00-267 34.67 Acres AUTH ORIZE : Nichol as DiFrank of RE :LA ND , LLC To act as my agent/au t horized represe ntative in th e matte r of obtai nin g an ap plication for: La nd Use Cha nge Perm it, Small Con t racto r Yard, Traffic Study, Civil En g in eer Pl an s, and Access Permits o n the land described above . Said autho ri zation also includ es perm iss i on s to v i ew and/or copy any re levant documentation o r permits r el ated to t he above property. NAME AND CONTACT INFORMATION OF REG ISTERED OWNERS: Execu t ed th is~ day o f __ {V\_l\~.1._\ ______ ~ 2o__&L Signature: -~~fJ~~ ~--f-',F-=~~- Name (printed): Keith Kea ting Tit l e : M anaging M emb er Phon e: 970.379.3307 Email : kfkeating@ gma il.com rP✓: LAND Landscape Architecture • Urbac Design • Environmental Planning www.re-land.com 303.829.8362 652 Melissa Ln, Carbondale, CO 81623 • RE-LAND.COM • 303.829.8362 landscape architecture urban design environmental planning To: Mr. Vincent Hooper / Garfield County From: N. DiFrank / RE:LAND (nick@re-land.com) Date: 03.15.2022 Project: 2340 County Road 100 Owner: Nordic Gardens Land Fund, LLC Parcel #: 2393-364-00-267 Subject: Land Use Application/Small Contractors Yard – Waiver Requests Dear Vince, Per our discussions, a list of requested waivers has been developed and organized for the proposed Small Contractor’s Yard for Parcel 2393-364-00-267. The waivers requests are based on different circumstances and applicability of the general permit application requirements to this specific application: The first two waiver requests are not applicable to this application: the Landscaping Plan submittal requirement as defined in Section 4-203.F and the Development Agreement / Improvements Agreement as defined in Section 4-203. J, K.of the Garfield County Land Use and Development Code. The third waiver request is based on new study information that will impact the design/scope of the Wastewater Management and System Plan (4-203.N). Lastly, we are also requesting a waiver of standards as outlined in Section 4-118.B+C. 1.Landscape Plan (4-203.F) – for additional information see page, 52 Industrial uses, including the Small Contractor’s Yard request of this application are exempt from Landscaping Plans. In addition to this standard, the property owner has taken great care over the years to install vegetative buffers along the property boundaries and within the property core to mitigate visual, acoustic/noise, and dust concerns. Much of the previously installed vegetation is currently nearing maturity and the remaining site areas are intended to be used for future commercial/industrial operations. 2.Development Agreement/Improvement Agreement (4-203. J, K) No vesting issues or public improvements are included as part of this application. 3.Wastewater Management and System Plan (4-203. N) – for additional information see page, 115 As a condition of approval, we are requesting a waiver to allow an updated On-site Wastewater Treatment System (OWTS) Design to be developed and then guide the OWTS permit required for this project. This waiver will give us time to develop the new design in parallel with the permit application review process. The revised design will then replace the design included in this package. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 14 Waiver Requests 652 Melissa Ln, Carbondale, CO 81623 • RE-LAND.COM • 303.829.8362 Background: In November of 2019 an OWTS was designed in response to the requirements for existing tenant site use. The system was designed for a daily wastewater flow of 300 gallons per day (GPD), which adequately responded to the needs of 8 onsite employees or a 2-bedroom residence. As that tenant no longer occupies the property, a new system will be designed to accommodate the potential of a future tenant. The size of the new system will be based on site access standards/limitations. After working with the Roaring Fork Transit Authority (RFTA), a new shared access road was approved (Dec. 23, 2021 – Project #375.58-NGLF-20211104) to provide safer access for 2340 CR 100 and the neighboring property to the west. This shared access allows 21-100 Average Daily Trips (ADT) and meets the Semi-Primitive Roadway Standards as outlined in Table 7-107 of Article 7, from the Garfield County Land Use and Development Code. Based on the analysis from the project Traffic Engineer (see Traffic Study, Section 4-203.L, within this application package), the 80 ADT will allow for a maximum of 26 onsite employees for the proposed small contractor yard. The revised OWTS system will be designed for a daily wastewater flow of 500 GPD, which will accommodate any future site needs plus an additional 25% safety factor, while responding to design standards of the site. 4.Waiver of Standards (4-118. B, C) As a proposed industrial use within a rural zone district, it is understood that a Small Contractor’s Yard would be required to follow the 100-foot minimum setback requirements along all property boundaries adjacent to rural uses, as outlined in Section 7-1001.B. We are requesting a waiver to this standard, to reduce the front/northern setback (located along the RFTA/Rio Grande right-of-way) to 50’. For nearly 20-years, the current landowner has partnered with RFTA to support the active removal of invasive plants, cleanup of the trail area and the extensive planting of native plant species in order to create an natural buffer that mitigates visual, acoustic/noise and dust concerns between the property and CR 100. This waiver request would still provide a 150’ buffer from the CR 100 right-of-way. No impacts to existing site features would result from this waiver request. No modifications to any other site setbacks are being requested within this waiver request. Thank you for your guidance on the application and associated waiver requests. Please call to discuss as necessary. Sincerely, Nicholas DiFrank, PLA Principal/Owner 652 Melissa Ln, Carbondale, CO 81623 • RE-LAND.COM • 303.829.8362 Background: In November of 2019 an OWTS was designed in response to the requirements for existing tenant site use. The system was designed for a daily wastewater flow of 300 gallons per day (GPD), which adequately responded to the needs of 8 onsite employees or a 2-bedroom residence. As that tenant no longer occupies the property, a new system will be designed to accommodate the potential of a future tenant. The size of the new system will be based on site access standards/limitations. After working with the Roaring Fork Transit Authority (RFTA), a new shared access road was approved (Dec. 23, 2021 – Project #375.58-NGLF-20211104) to provide safer access for 2340 CR 100 and the neighboring property to the west. This shared access allows 21-100 Average Daily Trips (ADT) and meets the Semi-Primitive Roadway Standards as outlined in Table 7-107 of Article 7, from the Garfield County Land Use and Development Code. Based on the analysis from the project Traffic Engineer (see Traffic Study, Section 4-203.L, within this application package), the 80 ADT will allow for a maximum of 26 onsite employees for the proposed small contractor yard. The revised OWTS system will be designed for a daily wastewater flow of 500 GPD, which will accommodate any future site needs plus an additional 25% safety factor, while responding to design standards of the site. 4.Waiver of Standards (4-118. B, C) As a proposed industrial use within a rural zone district, it is understood that a Small Contractor’s Yard would be required to follow the 100-foot minimum setback requirements along all property boundaries adjacent to rural uses, as outlined in Section 7-1001.B. We are requesting a waiver to this standard, to reduce the front/northern setback (located along the RFTA/Rio Grande right-of-way) to 50’. For nearly 20-years, the current landowner has partnered with RFTA to support the active removal of invasive plants, cleanup of the trail area and the extensive planting of native plant species in order to create an natural buffer that mitigates visual, acoustic/noise and dust concerns between the property and CR 100. This waiver request would still provide a 150’ buffer from the CR 100 right-of-way. No impacts to existing site features would result from this waiver request. No modifications to any other site setbacks are being requested within this waiver request. Thank you for your guidance on the application and associated waiver requests. Please call to discuss as necessary. Sincerely, Nicholas DiFrank, PLA Principal/Owner 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 15 E2 Land Title Guarantee Company Customer Distribution PREVENT FRAUD - Please remember to call a member of our closing team when initiating a wire transfer or providing wiring instructions. Order Number:ABS63018244-2 Date: 02/15/2022 Property Address:2340 COUNTY ROAD 100, CARBONDALE, CO 81623 PLEASE CONTACT YOUR CLOSER OR CLOSER'S ASSISTANT FOR WIRE TRANSFER INSTRUCTIONS For Closing Assistance For Title Assistance George Rietsch 5975 GREENWOOD PLAZA BLVD GREENWOOD VILLAGE, CO 80111 (303) 850-4151 (Work) grietsch@ltgc.com Agent for Buyer RE:LAND, LLC Attention: NICHOLAS DIFRANK 652 MELISSA LANE CARBONDALE, CO 81623 (303) 829-8362 (Work) NICK@RE-LAND.COM Delivered via: Electronic Mail 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 16 Ownership Information (4-203.B.2) Land Title Guarantee Company Estimate of Title Fees Order Number:ABS63018244-2 Date: 02/15/2022 Property Address:2340 COUNTY ROAD 100, CARBONDALE, CO 81623 Parties:A BUYER TO BE DETERMINED NORDIC GARDENS LAND FUND, LLC, A COLORADO LIMITED LIABILITY COMPANY Visit Land Title's Website at www.ltgc.com for directions to any of our offices. Estimate of Title insurance Fees "TBD" Commitment $217.00 Total $217.00 If Land Title Guarantee Company will be closing this transaction, the fees listed above will be collected at closing. Thank you for your order! Note: The documents linked in this commitment should be reviewed carefully. These documents, such as covenants conditions and restrictions, may affect the title, ownership and use of the property. You may wish to engage legal assistance in order to fully understand and be aware of the implications of the effect of these documents on your property. Chain of Title Documents: Garfield county recorded 04/02/2007 under reception no. 720212 Garfield county recorded 08/08/2005 under reception no. 679661 Garfield county recorded 03/03/2003 under reception no. 621989 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 17 Land]t le' Property Address: 2340 COUNTY ROAD 100, CARBONDALE, CO 81623 1. Effective Date: 12/03/2021 at 5:00 P.M. 2. Policy to be Issued and Proposed Insured: "TBD" Commitment Proposed Insured: A BUYER TO BE DETERMINED $0.00 3. The estate or interest in the land described or referred to in this Commitment and covered herein is: A FEE SIMPLE 4. Title to the estate or interest covered herein is at the effective date hereof vested in: NORDIC GARDENS LAND FUND, LLC, A COLORADO LIMITED LIABILITY COMPANY 5. The Land referred to in this Commitment is described as follows: PARCEL A: A PARCEL OF LAND SITUATED IN GOVERNMENT LOTS 17 AND 21, SECTION 36, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN, A PORTION OF GOVERNMENT LOT 14, SECTION 31, TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE SIXTH PRINCIPAL MERIDIAN AND IN GOVERNMENT LOT 1, SECTION 1, TOWNSHIP 8 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SECTION 1 ALSO BEING THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 1 AND BEING THE SOUTHEAST CORNER OF SAID LOT 21; THENCE S. 49 DEGREES 35' 00" W. A DISTANCE OF 1440. 63 FEET; THENCE N. 11 DEGREES 15' 19" E. A DISTANCE OF 1518.13 FEET; THENCE N. 32 DEGREES 24' 47" W. A DISTANCE OF 144.17 FEET; THENCE N. 65 DEGREES 19' 05" W. A DISTANCE OF 101.49 FEET; THENCE N. 10 DEGREES 13' 55" W. A DISTANCE OF 210.22 FEET, TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE, OF THE DENVER AND RIO GRANDE WESTERN RAILROAD; THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, N. 81 DEGREES 22' 43" E. A DISTANCE OF 1533.00 FEET TO A POINT ON THE EAST LINE OF SAID LOT 14; THENCE ALONG SAID EAST LINE S. 00 DEGREES 30' 00" E. A DISTANCE OF 431.39 FEET TO THE SOUTHEAST CORNER OF SAID LOT 14; THENCE ALONG THE SOUTH LINE OF SAID LOT 14 S. 89 DEGREES 10' 00" W. A DISTANCE OF 512.04 FEET TO THE SOUTHWEST CORNER OF SAID LOT 14 ALSO BEING THE NORTHEAST CORNER OF SAID LOT 21 AND A POINT ON THE EAST LINE OF SAID SECTION 36; THENCE S. 00 DEGREES 00' 33" W. ALONG SAID EAST LINE ALTA COMMITMENT Old Republic National Title Insurance Company Schedule A Order Number:ABS63018244-2 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 18 Copyright 2006-2022 American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. A DISTANCE OF 716.86 FEET TO THE POINT OF BEGINNING, COUNTY OF GARFIELD, STATE OF COLORADO PARCEL B: THOSE EASEMENT RIGHTS, CRATED BY PRIVATE ROAD CROSSING LICENSE AGREEMENT, RECORDED NOVEMBER 12, 2021 UNDER RECEPTION NO. 966412, COUNTY OF GARFIELD, STATE OF COLORADO. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule A Order Number:ABS63018244-2 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 19 AMERICAN LA D TITLE A SOCIATION ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part I (Requirements) Order Number: ABS63018244-2 All of the following Requirements must be met: This proposed Insured must notify the Company in writing of the name of any party not referred to in this Commitment who will obtain an interest in the Land or who will make a loan on the Land. The Company may then make additional Requirements or Exceptions. Pay the agreed amount for the estate or interest to be insured. Pay the premiums, fees, and charges for the Policy to the Company. Documents satisfactory to the Company that convey the Title or create the Mortgage to be insured, or both, must be properly authorized, executed, delivered, and recorded in the Public Records. 1. A FULL COPY OF THE FULLY EXECUTED OPERATING AGREEMENT AND ANY AND ALL AMENDMENTS THERETO FOR NORDIC GARDENS LAND FUND, LLC, A COLORADO LIMITED LIABILITY COMPANY MUST BE FURNISHED TO LAND TITLE GUARANTEE COMPANY. SAID AGREEMENT MUST DISCLOSE WHO MAY CONVEY, ACQUIRE, ENCUMBER, LEASE OR OTHERWISE DEAL WITH INTERESTS IN REAL PROPERTY FOR SAID ENTITY. NOTE: ADDITIONAL REQUIREMENTS MAY BE NECESSARY UPON REVIEW OF THIS DOCUMENTATION. 2. DULY EXECUTED AND ACKNOWLEDGED STATEMENT OF AUTHORITY SETTING FORTH THE NAME OF NORDIC GARDENS LAND FUND, LLC, A COLORADO LIMITED LIABILITY COMPANY AS A LIMITED LIABILITY COMPANY. THE STATEMENT OF AUTHORITY MUST STATE UNDER WHICH LAWS THE ENTITY WAS CREATED, THE MAILING ADDRESS OF THE ENTITY, AND THE NAME AND POSITION OF THE PERSON(S) AUTHORIZED TO EXECUTE INSTRUMENTS CONVEYING, ENCUMBERING, OR OTHERWISE AFFECTING TITLE TO REAL PROPERTY ON BEHALF OF THE ENTITY AND OTHERWISE COMPLYING WITH THE PROVISIONS OF SECTION 38-30-172, CRS. NOTE: THE STATEMENT OF AUTHORITY MUST BE RECORDED WITH THE CLERK AND RECORDER. 3.(THIS ITEM WAS INTENTIONALLY DELETED) (THIS ITEM WAS INTENTIONALLY DELETED) 4. (THIS ITEM WAS INTENTIONALLY DELETED) 5. WARRANTY DEED FROM NORDIC GARDENS LAND FUND, LLC, A COLORADO LIMITED LIABILITY COMPANY TO A BUYER TO BE DETERMINED CONVEYING SUBJECT PROPERTY. (THIS ITEM WAS INTENTIONALLY DELETED) NOTE: ADDITIONAL REQUIREMENTS OR EXCEPTIONS MAY BE NECESSARY WHEN THE BUYERS NAMES ARE ADDED TO THIS COMMITMENT. COVERAGES AND/OR CHARGES REFLECTED HEREIN, IF ANY, ARE SUBJECT TO CHANGE UPON RECEIPT OF THE CONTRACT TO BUY AND SELL REAL ESTATE AND ANY AMENDMENTS THERETO. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 20 This commitment does not republish any covenants, condition, restriction, or limitation contained in any document referred to in this commitment to the extent that the specific covenant, conditions, restriction, or limitation violates state or federal law based on race, color, religion, sex, sexual orientation, gender identity, handicap, familial status, or national origin. 1. Any facts, rights, intere sts, or claims thereof, not shown by the Public Records but that could be ascertained by an inspection of the Land or that may be asserted by persons in possession of the Land. 2. Easements, liens or encumbrances, or claims thereof, not shown by the Public Records. 3. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate a nd complete land survey of the Land and not shown by the Public Records. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the Public Records. 5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prio r to the date of the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment. 6. (a) Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records; (b) proceedings by a public agency that may result in taxes or assessments, or notices o f such proceedings, whether or not shown by the records of such agency or by the Public Records. 7. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water. 8. EXISTING LEASES AND TENANCIES, IF ANY. 9. RIGHT OF THE PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM, SHOULD THE SAME BE F OUND TO PENETRATE OR INTERSECT THE PREMISES HEREBY GRANTED, AND A RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN UNITED STATES PATENT GIVEN TO ALUX CUAZ ON NOVEMBER 9, 1929. SAID INSTRUMENT STORED AS IMAGE 22761591. (THIS ITEM WAS INTENTIONALLY DELETED) 10. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED APRIL 01, 1895, IN BOOK 12 AT PAGE 358. (THIS ITEM WAS INTENTIONALLY DELETED) 11. RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES AS RESERVED IN UNITED STATES PATENT RECORDED APRIL 01, 1895, IN BOOK 12 AT PAGE 358. (THIS ITEM WAS INTENTIONALLY DELETED) ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part II (Exceptions) Order Number: ABS63018244-2 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 21 12. (THIS ITEM WAS INTENTIONALLY DELETED) (THIS ITEM WAS INTENTIONALLY DELETED) 13. DECREE RECORDED JUNE 5, 1937 IN BOOK 189 AT PAGE 156. (THIS ITEM WAS INTENTIONALLY DELETED) 14. DECREE RECORDED JUNE 5, 1937 IN BOOK 189 AT PAGE 160. (THIS ITEM WAS INTENTIONALLY DELETED) 15. RIGHT OF WAY EASEMENTS RECORDED MAY 4, 1970 IN BOOK 410 AT PAGE 34. (THIS ITEM WAS INTENTIONALLY DELETED) 16. TERMS, CONDITIONS AND PROVISIONS OF RESOLUTION NO. 81-366 RECORDED DECEMBER 10, 1981 IN BOOK 587 AT PAGE 952. (THIS ITEM WAS INTENTIONALLY DELETED) 17. RIGHT OF WAY EASEMENTS RECORDED MAY 14, 1984 IN BOOK 649 AT PAGE 666. (THIS ITEM WAS INTENTIONALLY DELETED) 18. RIGHT OF WAY EASEMENTS RECORDED NOVEMBER 14, 1984 IN BOOK 659 AT PAGE 975. (THIS ITEM WAS INTENTIONALLY DELETED) 19. TERMS, CONDITIONS AND PROVISIONS OF AGREEMENT FOR EASEMENT RECORDED JUNE 06, 2002 IN BOOK 1361 AT PAGE 74. (THIS ITEM WAS INTENTIONALLY DELETED) 20. HOLY CROSS ENERGY RIGHT-OF-WAY EASEMENT RECORDED OCTOBER 17, 2002 IN BOOK 1396 AT PAGE 504. (THIS ITEM WAS INTENTIONALLY DELETED) 21. UNDIVIDED ONE FOURTH INTEREST IN ALL OIL, GAS AND OTHER MINERALS TOGETHER WITH A RIGHT OF ENTRY AS RESERVED IN INSTRUMENT RECORDED NOVEMBER 24, 1988 IN BOOK 312 AT PAGE 390, ANY AND ALL ASSIGNMENTS THEREOF OR INTERESTS THEREIN. (THIS ITEM WAS INTENTIONALLY DELETED) 22. TERMS, CONDITIONS AND PROVISIONS OF WARRANTY DEED IN INSTRUMENT RECORDED MARCH 3, 2003 IN BOOK 1442 AT PAGE 342. (THIS ITEM WAS INTENTIONALLY DELETED) 23. EASEMENTS AND RIGHTS OF WAY AS CONTAINED IN INSTRUMENT RECORDED MARCH 3, 2003 IN BOOK 1442 AT PAGE 363, AND RERECORDED JUNE 15, 2005 IN BOOK 1697 AT PAGE 531. (THIS ITEM WAS INTENTIONALLY DELETED) 24. TERMS, CONDITIONS AND PROVISIONS OF RIGHT OF WAY EASEMENT RECORDED MAY 03, 2004 IN BOOK 1584 AT PAGE 383. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part II (Exceptions) Order Number: ABS63018244-2 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 22 (THIS ITEM WAS INTENTIONALLY DELETED) 25. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN HOLY CROSS ENERGY RIGHT OF WAY EASEMENT RECORDED DECEMBER 30, 2015 UNDER RECEPTION NO. 871935. (THIS ITEM WAS INTENTIONALLY DELETED) 26. (THIS ITEM WAS INTENTIONALLY DELETED) (THIS ITEM WAS INTENTIONALLY DELETED) 27. TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF WATER ALLOTMENT CONTRACT RECORDED OCTOBER 01, 2021 UNDER RECEPTION NO. 964118. (THIS ITEM WAS INTENTIONALLY DELETED) 28. TERMS, CONDITIONS, PROVISIONS, BURDENS, AND OBLIGATIONS AS SET FORTH AND GRANTED IN PRIVATE ROAD CROSSING LICENSE RECORDED NOVEMBER 12, 2021 UNDER RECEPTION NO. 966412. (THIS ITEM WAS INTENTIONALLY DELETED) ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part II (Exceptions) Order Number: ABS63018244-2 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 23 LAND TITLE GUARANTEE COMPANY DISCLOSURE STATEMENTS Note: Pursuant to CRS 10-11-122, notice is hereby given that: Note: Effective September 1, 1997, CRS 30-10-406 requires that all documents received for recording or filing in the clerk and recorder's office shall contain a top margin of at least one inch and a left, right and bottom margin of at least one half of an inch. The clerk and recorder may refuse to record or file any document that does not conform, except that, the requirement for the top margin shall not apply to documents using forms on which space is provided for recording or filing information at the top margin of the document. Note: Colorado Division of Insurance Regulations 8-1-2 requires that "Every title entity shall be responsible for all matters which appear of record prior to t he time of recording whenever the title entity conducts the closing and is responsible for recording or filing of legal documents resulting from the transaction which was closed". Provided that Land Title Guarantee Company conducts the closing of the insured transaction and is responsible for recording the legal documents from the transaction, exception number 5 will not appear on the Owner's Title P olicy and the Lenders Policy when issued. Note: Affirmative mechanic's lien protection for the Owner may be available (typically by deletion of Exception no. 4 of Schedule B, Section 2 of the Commitment from the Owner's Policy to be issued) upon compliance with the following conditions: No coverage will be given under any circumstances for labor or material for which the insured has contracted for or agreed to pay. The Subject real property may be located in a special taxing district.(A) A certificate of taxes due listing each taxing jurisdiction will be obtained from the county treasurer of the county in which the real property is located or that county treasurer's authorized agent unless the proposed insured provides written instructions to the contrary. (for an Owner's Policy of Title Insurance pertaining to a sale of residential real property). (B) The information regarding special districts and the boundaries of such districts may be obtained from the Board of County Commissioners, the County Clerk and Recorder, or the County Assessor. (C) The land described in Schedule A of this commitment must be a single family residence which includes a condominium or townhouse unit. (A) No labor or materials have been furnished by mechanics or material-men for purposes of construction on the land described in Schedule A of this Commitment within the past 6 months. (B) The Company must receive an appropriate affidavit indemnifying the Company against un-filed mechanic's and material-men's liens. (C) The Company must receive payment of the appropriate premium.(D) If there has been construction, improvements or major repairs undertaken on the property to be purchased within six months prior to the Date of Commitment, the requirements to obtain coverage for unrecorded liens will include: disclosure of certain construction information; financial information as to the seller, the builder and or the contractor; payment of the appropriate premium fully executed Indemnity Agreements satisfactory to the company , and, any additional requirements as may be necessary after an examination of the aforesaid information by the Company. (E) 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 24 Land]t le' Note: Pursuant to CRS 10-11-123, notice is hereby given: This notice applies to owner's policy commitments disclosing that a mineral estate has been severed from the surface estate, in Schedule B-2. Note: Pursuant to CRS 10-1-128(6)(a), It is unlawful to knowingly provide false, incomplete, or misleading facts or information to an insurance company for the purpose of defrauding or attempting to defrau d the company. Penalties may include imprisonment, fines, denial of insurance, and civil damages. Any insurance company or agent of an insurance company who knowingly provides false, incomplete, or misleading facts or information to a policyholder or claimant for the purpose of defrauding or attempting to defraud the policyholder or claimant with regard to a settlement or award payable from insurance proceeds shall be reported to the Colorado Division of Insurance within the Department of Regulatory Agencies. Note: Pursuant to Colorado Division of Insurance Regulations 8-1-3, notice is hereby given of the availability of a closing protection letter for the lender, purchaser, lessee or seller in connection with this transaction. Note: Pursuant to CRS 10-1-11(4)(a)(1), Colorado notaries may remotely notarize real estate deeds and other documents using real-time audio-video communication technology. You may choose not to use remote notarization for any document. That there is recorded evidence that a mineral estate has been severed, leased, or otherwise conveyed from the surface estate and that there is substantial likelihood that a third party holds some or all interest in oil, gas, other mineral s, or geothermal energy in the property; and (A) That such mineral estate may include the right to enter and use the property without the surface owner's permission. (B) 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 25 JOINT NOTICE OF PRIVACY POLICY OF LAND TITLE GUARANTEE COMPANY, LAND TITLE GUARANTEE COMPANY OF SUMMIT COUNTY LAND TITLE INSURANCE CORPORATION AND OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY This Statement is provided to you as a customer of Land Title Guarantee Company as agent for Land Title Insurance Corporation and Old Republic National Title Insurance Company. We want you to know that we recognize and respect your privacy expectations and the requirements of federal and state privacy laws. Information security is one of our highest priorities. We recognize that maintaining your trust and confidence is the bedrock of our business. We maintain and regularly review internal and external safeguards against unauthorized access to your non-public personal information ("Personal Information"). In th e course of our business, we may collect Personal Information about you from: applications or other forms we receive from you, including communications sent through TMX, our web-based transaction management system; your transactions with, or from the services being performed by us, our affiliates, or others; a consumer reporting agency, if such information is provided to us in connection with your transaction; and The public records maintained by governmental entities that we obtain either directly from those entities, or from our affiliates and non-affiliates. Our policies regarding the protection of the confidentiality and security of your Personal Information are as follows: We restrict access to all Personal Information about you to those employees who need to know that information in order to provide products and services to you. We may share your Personal Information with affiliated contractors or service providers who provide services in the course of our business, but only to the extent necessary for these providers to perform their services and to provide these services to you as may be required by your transaction. We maintain physical, electronic and procedural safeguards that comply with federal standards to protect your Personal Information from unauthorized access or intrusion. Employees who violate our strict policies and procedures regarding privacy are subject to disciplinary action. We regularly assess security standards and procedures to protect against unauthorized access to Personal Information. WE DO NOT DISCLOSE ANY PERSONAL INFORMATION ABOUT YOU WITH ANYONE FOR ANY PURPOSE THAT IS NOT STATED ABOVE OR PERMITTED BY LAW. Consistent with applicable privacy laws, there are some situations in which Personal Information may be disclosed. We may disclose your Personal Information wh en you direct or give us permission; when we are required by law to do so, for example, if we are served a subpoena; or when we suspect fraudulent or criminal activities. We also may disclose your Personal Information when otherwise permitted by applicable privacy laws such as, for example, when disclosure is needed to enforce our rights arising out of any agreement, transaction or relationship with you. Our policy regarding dispute resolution is as follows: Any controversy or claim arising out of or relating to our privacy policy, or the breach thereof, shall be settled by arbitration in accordance with the rules of the American Arbitration Association, and judgment upon the award rendered by the arbitrator(s) may be entered in any court having jurisdiction thereof. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 26 Land]t le' • • • • • • • • • Commitment For Title Insurance Issued by Old Republic National Title Insurance Company NOTICE IMPORTANT—READ CAREFULLY: THIS COMMITMENT IS AN OFFER TO ISSUE ONE OR MORE TITLE INSURANCE POLICIES. ALL CLAIMS OR REMEDIES SOUGHT AGAINST THE COMPANY INVOLVING THE CONTENT OF THIS COMMITMENT OR THE POLICY MUST BE BASED SOLELY IN CONTRACT. THIS COMMITMENT IS NOT AN ABSTRACT OF TITLE, REPORT OF THE CONDITION OF TITLE, LEGAL OPINION, OPINION OF TITLE, OR OTHER REPRESENTATION OF THE STATUS OF TITLE. THE PROCEDURES USED BY THE COMPANY TO DETERMINE INSURABILITY OF THE TITLE, INCLUDING ANY SEARCH AND EXAMINATION, ARE PROPRIETARY TO THE COMPANY, WERE PERFORMED SOLELY FOR THE BENEFIT OF THE COMPANY, AND CREATE NO EXTRACONTRACTUAL LIABILITY TO ANY PERSON, INCLUDING A PROPOSED INSURED. THE COMPANY’S OBLIGATION UNDER THIS COMMITMENT IS TO ISSUE A POLICY TO A PROPOSED INSURED IDENTIFIED IN SCHEDULE A IN ACCORDANCE WITH THE TERMS AND PROVISIONS OF THIS COMMITMENT. THE COMPANY HAS NO LIABILITY OR OBLIGATION INVOLVING THE CONTENT OF THIS COMMITMENT TO ANY OTHER PERSON. . COMMITMENT TO ISSUE POLICY Subject to the Notice; Schedule B, Part I—Requirements; Schedule B, Part II—Exceptions; and the Commitment Conditions, Old Republic National Title Insurance Company, a Minnesota corporation (the “Company”), commits to issue the Policy according to the terms and provisions of this Commitment. This Commitment is effective as of the Commitment Date shown in Schedule A for each Policy described in Schedule A, only when the Company has entered in Schedule A both the specified dollar amount as the Proposed Policy Amount and t he name of the Proposed Insured. If all of the Schedule B, Part I—Requirements have not been met within 6 months after the Commitment Date, this Commitment terminates and the Company’s liability and obligation end. COMMITMENT CONDITIONS 1. DEFINITIONS 2. If all of the Schedule B, Part I—Requirements have not been met within the time period specified in the Commitment to Issue Policy, Commitment terminates and the Company’s liability and obligation end. 3. The Company’s liability and obligation is limited by and this Commitment is not valid without: 4. COMPANY’S RIGHT TO AMEND The Company may amend this Commitment at any time. If the Company amends this Commitment to add a defect, lien, encumbrance, adverse claim, or other matter recorded in the Public Records prior to the Commitment Date, any liability of the Company is limited by Commitment Condition 5. The Company shall not be liable for any other amendment to this Commitment. 5. LIMITATIONS OF LIABILITY i. comply with the Schedule B, Part I—Requirements; ii. eliminate, with the Company’s written consent, any Schedule B, Part II—Exceptions; or iii. acquire the Title or create the Mortgage covered by this Commitment. “Knowledge” or “Known”: Actual or imputed knowledge, but not constructive notice imparted by the Public Records.(a) “Land”: The land described in Schedule A and affixed improvements that by law constitute real property. The term “Land” does not include any property beyond the lines of the area described in Schedule A, nor any right, title, interest, estate, or easement in abutting streets, roads, avenues, alleys, lanes, ways, or waterways, but this does not modify or limit the extent that a right of access to and from the Land is to be insured by the Policy. (b) “Mortgage”: A mortgage, deed of trust, or other security instrument, including one evidenced by electronic means authorized by law.(c) “Policy”: Each contract of title insurance, in a form adopted by the American Land Title Association, issued or to be issued by the Company pursuant to this Commitment. (d) “Proposed Insured”: Each person identified in Schedule A as the Proposed Insured of each Policy to be issued pursuant to this Commitment.(e) “Proposed Policy Amount”: Each dollar amount specified in Schedule A as the Proposed Policy Amount of each Policy to be issued pursuant to this Commitment. (f) “Public Records”: Records established under state statutes at the Commitment Date for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without Knowledge. (g) “Title”: The estate or interest described in Schedule A.(h) the Notice;(a) the Commitment to Issue Policy;(b) the Commitment Conditions;(c) Schedule A;(d) Schedule B, Part I—Requirements; and(e) Schedule B, Part II—Exceptions; and(f) a counter-signat ure by the Company or its issuing agent that may be in electronic form.(g) The Company’s liability under Commitment Condition 4 is limited to the Proposed Insured’s actual expense incurred in the interval between the Company’s delivery to the Proposed Insured of the Commitment and the delivery of the amended Commitment, resulting from the Proposed Insured’s good faith reliance to: (a) The Company shall not be liable under Commitment Condition 5(a) if the Proposed Insured requested the amendment or had Knowledge of the matter and did not notify the Company about it in writing. (b) The Company will only have liability under Commitment Condition 4 if the Proposed Insured would not have incurred the expense had the Commitment included the added matter when the Commitment was first delivered to the Proposed Insured. (c) The Company’s liability shall not exceed the lesser of the Proposed Insured’s actual expense incurred in good faith and described in Commitment Conditions 5(a)(i) through 5(a)(iii) or the Proposed Policy Amount. (d) The Company shall not be liable for the content of the Transaction Identification Data, if any.(e) 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 27 I _I I 6. LIABILITY OF THE COMPANY MUST BE BASED ON THIS COMMITMENT 7. IF THIS COMMITMENT HAS BEEN ISSUED BY AN ISSUING AGENT The issuing agent is the Company’s agent only for the limited purpose of issuing title insurance commitments and policies. The issuing agent is not the Company’s agent for the purpose of providing closing or settlement services. 8. PRO-FORMA POLICY The Company may provide, at the request of a Proposed Insured, a pro-forma policy illustrating the coverage that the Company may provide. A pro-forma policy neither reflects the status of Title at the time that the pro-forma policy is delivered to a Proposed Insured, nor is it a commitment to insure. 9. ARBITRATION The Policy contains an arbitration clause. All arbitrable matters when the Proposed Policy Amount is $2,000,000 or less shall be arbitrated at the option of either the Company or the Proposed Insured as the exclusive remedy of the parties. A Proposed Insured may review a copy of the arbitration rules at http://www.alta.org/arbitration. IN WITNESS WHEREOF, Land Title Insurance Corporation has caused its corporate name and seal to be affixed by its duly authorized officers on the date shown in Schedule A to be valid when countersigned by a validating officer or other authorized signatory. Issued by: Land Title Guarantee Company 3033 East First Avenue Suite 600 Denver, Colorado 80206 303-321-1880 Craig B. Rants, Senior Vice President This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Old Republic National Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I—Requirements; and Schedule B, Part II —Exceptions; and a counter-signature by the Company or its issuing agent that may be in electronic form. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. In no event shall the Company be obligated to issue the Policy referred to in this Commitment unless all of the Schedule B, Part I—Requirements have been met to the satisfaction of the Company. (f) In any event, the Company’s liability is limited by the terms and provisions of the Policy.(g) Only a Proposed Insured identified in Schedule A, and no other person, may make a claim under this Commitment.(a) Any claim must be based in contract and must be restricted solely to the terms and provisions of this Commitment.(b) Until the Policy is issued, this Commitment, as last revised, is the exclusive and entire agreement between the parties with respect to the subject matter of this Commitment and supersedes all prior commitment negotiations, representations, and proposals of any kind, whether written or oral, express or implied, relating to the subject matter of this Commitment. (c) The deletion or modification of any Schedule B, Part II—Exception does not constitute an agreement or obligation to provide coverage beyond the terms and provisions of this Commitment or the Policy. (d) Any amendment or endorsement to this Commitment must be in writing and authenticated by a person authorized by the Company.(e) When the Policy is issued, all liability and obligation under this Commitment will end and the Company’s only liability will be under the Policy.(f) 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 28 OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY A Stock Company 400 Second Avenue South, Minneapolis, Minnesota 55401 (612)311-1111 By President Attest Secretary 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 29 ·' 1111 ~~ Mi~ NI~~ I'll~ ~~'M\'l!,,N 111111 Reception#: 720212 04/02/2007 02:49:25 PM B 1908 P:0906 Jean Alberico 1 of 2 Rec Fee:$11 00 Doc Fee·0.00 GARFIELD COUNTY CO SPECIAL WARRANTY DEED THIS IIEEII, made on this day of Jj;l 9 /07 , between NORIIIC GARIIENS LANIISCAPF. COMPANY, INC. of the County of GARFIELD and State of COLORADO, Grantor(s), and NORDIC GARDENS LAND FUND, LLC. whose legal address is: 652 MELISSA, CARBONDALE, CO 81623 of the County of GARFIELD and State of COLORADO, Grantee(s:: WITNESS, that the Grantor, for and in consideration of the sum of (10.00) TEN DOLLARES AND NO/100 DOLLARS the receipt and sufti.dency of which i!j hereby acknowledged, has granted, bargained, sold and conveyed. and by these presents does grant, bargain, sell. convey and confi.1111 unto the Grantee(s), their heirs and suct.:essors and assigns forever, Individual all the real property, together with improvements, if any, situate, lying and being in the County of GARFIELD and State of Colorado, described as follows: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF Also known by street and number 2340 COUNTY ROAD 100, CARBONDALE, CO 81623 TOGETHER with all and singular the hereditaments and appurtenances thereunto belonging, or in anywise appertaining and the reven:ion and reversions, remainder and remainders, rents. issues and profits there of: and all the estate, right title interest, claim and demand whatsoever of the Grantor(s), either in law or equity, of~ in and to the above bargained premises, with the hereditaments and appurtenances; TO HA VE AND TO HOLD the said premise,; above bargained and described with appurtenances, unto the Grantee(s), his heirs, successors and assigns forever. The Grantor(s), for himself, his heirs, successors and assigns, does covenant, and agree that it shall and will WARRANT AND FOREVER DEFEND the above-bargained premises m the quiet and peaceable possession of the Grantee(s), his heirs, successors and assigns, agamst all and ~ every person or persons clannmg the whole or any part thereof. through or m;ider the Grantor(s) NORDlC GARDENS LANDSCAPE COMPANY, INC. I I I I I I , ~ I IN WITNESS WHEREOF the Grantor(s) lia,e executed tl11s d,?,itl ~ r ) ,J/ , STATE OF COLORADO COUNTY OF GARFIELD )ss. ) The foregoing instrument was acknowledged before me on this day of /Yla,-c.h ~ '7',, :lLV,7 By KEITH FLOD\' KEATING, PRESIDENT OF NORDIC GARDENS LANDSCAPE COMPANY, INC. My commission expires _f:1-/ '7-< 'is"' Witness my hand and official seal. When Recorded Return to: NORDIC GARDENS LAND FUND, LLC 652 MELISSA CARBONDALE, CO 81623 Notary Public NOTARY PUBLIC STATE OF COLORADO :v!y Coillmission Expirec Dec. 19, 2008 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 30 1111 ~ Mltfo'.11'/~N« ~~l~t,v,l'i',;IIM, Ml~ 11111 Reception#: 720212 04/02/2007 02:49:25 PM B, 190B P:0907 Jean Alberico 2 of 2 Rec Fee, $11 00 Doc Fee: O 00 GARFIELD COUNTY CO 11<:XHIBIT A A PARCEL OF LAND SITUATED IN GOVERHHEHT LOTS 17 AND 21. SECTION 36, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN, A PORTION OF GOVERNMENT LOT 14, SECTION 31, TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE SIXTH PRINCIPAL MERIDIAN AND IN GOVERNMENT LOT 1, SECTION 1. TOWNSHIP 8 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN, BEING HORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SECTION 1 ALSO BEING THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 1 AND BEING THE SOUTHEAST CORNER OF SAID LOT 21; THENCE S. 49 DEGREES 35' 00" W. A DISTANCE OF 1440. 63 FEET; THENCE N. 11 DEGREES 15' 19" E. A DISTANCE OF 1518.13 FEET; THENCE N. 32 DEGREES 24' 47" W. A DISTANCE OF 144.17 FEET; THENCE N. 65 DEGREES 19' 05" W. A DISTANCE OF 101.49 FEET; THENCE N. 10 DEGREES 13' 55" W. A DISTANCE OF 210.22 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF THE DENVER AND RIO GRANDE WESTERN RAILROAD; THENCE ALONG SAID SOUTHERLY RIGHT -{:IF -WAY N. Bl DEGREES 22' 43" E. A DISTANCE OF 1533.00 FEET TO A POINT ON THE EAST LINE OF SAID LOT 14; THENCE ALONG SAID EAST LINE S. 00 DEGREES 30' 00" E. A DISTANCE OF 431. 39 FEET TO THE SOUTHEAST CORNER OF SAID LOT 14: THENCE ALONG THE SOUTH LINE OF SAID LOT 14 S. 89 DEGREES 10' 00" W. A DISTANCE OF 512.04 FEET TO THE SOUTHWEST CORNER OF SAID LOT 14 ALSO BEING THE NORTHEAST CORNER OF SAID LOT 21 AND A POINT ON THE EAST LINE OF SAID SECTION 36; THENCE S. 00 DEGREES 00' 33" W. ALONG SAID EAST LINE A DISTANCE OF 716.86 FEET TO THE POINT OF BEGINNING. COUNTY OF GARFIELD STATE OF COLORADO Form EXHIBITA 01/17/03 GW246497 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 31 Recorded at. . .3.:.12 ......... o'clock. .... P. ..... M., ........ F..ebr.uar..y. .... 2;3., ..... 19-6{). ........ . Reception No 22 B$09 Uhas• S • Keeg~.fL ..... Recorder. Tms DEED, Made this ;;2... (;!!) day of February in the year of our Lord one thousand nine hund1·ed and sixty-five between R. A. COFFMAN and FLOM. COFF~AN of the County of Garf i e 1 d and State of Colorado, of the first part, and REX A. COFFMAN and JoANN G. COFFMAN of tho County of Garfield and State of Colorado, of tho second part: WITNESSETII, That the said parties of the fh:st part, for and in consideration of the sum of Book 364 Page 109 TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION ------.nol,LA~~ to the said part i es of the first part in hand paid by tho said pa1·ties of tho second part, tho receipt whereof is hereby confessed and aclmowledgod, have granted, bargained, sold and convoyed, and by these presents do grant, bargain, sell, convey and confirm unto the said parties of the second p_art, their heirs and assigns forever, not in tenancy in common but in joiilt tenancy, all the following described lots or parcels of land, situate, lying and being in the County of ~ar field tmd State of Colorado, to-wit: Lots 12, 13, 16 and 17, Seciion 36, Township 7 South, Range 88 West of the Sixth P. M.; Lot 14, Section 31, Township 7 South, Range 87 West of the Sixth P. M.; Lots 21, 22 and 23, Section 36, Township 7 South, Range 88 West of the Sixth P. M.~ Lots 1 and 2, Section 1, Township 8 South, Range 88 West of the Sixth P, ~.; consisting of 301.248 acres, more or less. EXCEPTING the following described tract of land, to-wit: A tract of land situated in Lot 23, Section 36, Townshir 7 South, Range 88 West of the 6th Principal Meridian, more fullv described as follows: Beginning at a point on the North line 0¥ said Lot 23 whence the witness corner for the South Quarter Corner of said Section 36 bears s. 69°L~5' F.:, 961.91 ,.eet; thence S. 89°10 1 W. 483.91 feet along the North line of said Lot 23 to the Northwest Corner of said Lot 23; thence South 707.62 feet along the West line of said Lot 23 to the Southwest Corner of said Lot 23; thence S. 89°2t~'40 11 E. 661.35 feet along the South line of said Lot 23; thence North 632.72 feet; thence s. 66°14 1 w. 31.76 feet; thence S. 82°30 1 W. 52.93 ~eet; thence N. 79°14' W. 97,63 feet; thence North 90.13 feet to the North line of said Lot 23, the point of beginning. Containing 10,51 acres, more or less. Tog~tler with any and all water and water rights, ditches and ditch rights belonp,;ing to or used upon, or in connection with the above described propertv. Also itgether with 134 shares of stock in the North Thomrison-Four Mile Mineral and Land Cornoration, and all grazing rirhts and privileges re~resented thereby. Also together with the right to graze 8L~ head of cattle unon the public domain as granted bv the Bureau of Land ~ana~ement. EXCEPTING mineral reservations of record and easements and riqhts- of-way of record for roads, highways, ditches, telephone, tel~qraph, and power lines. ,-. ----·-~-. - ;,fl; a':•: ;. ;,f :,: : "; t -"':. ~~:-~ ~ ... ~ -:•-~!!_Iii-II!! ;~~I -~=="-'!:!~~~ -=---->==~¥£~~~ ~ -. " -.. !: . -- TOGETIIER with all and singular the horeditamonts and appurtenances thereunto belonging, or in anywise appertaining, and the reversion and reversions, remainder and remainders, rents, issues and profits thereof; and all the estate, right, title, interest, claim and demand whatsoever of tho ~aid parties of tho first paxt, either in law or equity, of, in and to tho above bargained promises, with tl1e heroditaments and appurtenances. No, 768. WAURANTY DEED-'.l'o Joint 'l'Nmnb.-BrndC01·,l-Roblnson Pl"intlns: Connmn:v, 1824•4G St-Out Stre.?t, Denver, Colol"ndo 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 32 Book 364 Page 110· TO HA VE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the said parties of the second part, their heirs and assigns forever. And the said part i es of the first part, for themselves, theipeirs, executors, and administrators, do covenant, grant, bargain and agree to .and with the said parties of the second part, their heirs and assigns, that at the time of the ensealing and delivery of these presents, they are well seized of the premises above conveyed, as of good, sure, perfect, absolute .and indefeasible estate of inheritance in law, in fee simple, and ha ve good right, full power and lawful authority to grant, bargain, sell and convey the same in manner and form aforesaid, and that the same are free and clear from .all former and other grants, bargains, sales, liens, taxes, assessments and incumbrances of whatever kind or nature, .soever, except 19 6 5 taxes • .and the above bargained premises in the quiet and peaceable possession of the said parties of the second part, their heirs and assigns, against all and every person or persons lawfully claiming or to claim the whole ot any part thereof, the said parlies of the first part shall and will WARRANT AND FOREVER DEFEND. IN WITNESS WHEREOF, the said parties of the first part have hereunto sett heir hand 8 and seal s the day and year first above written. Signed, Sealed and Delivered in the Presence of STATE OF COLORADO, cc:~-,_;-_·~~~ ·,~----~county of GARFIELD 0 E-1 ....................................................................................... [SEAL] ~ '-i ~ ~ tfi- gj ~ day of February NORTH 0 ORIGINAL SCALE: 75 150 300 1"=300' MAP KEY: PROJECT/PROPERTY BOUNDARY ADJACENT PROPERTY BOUNDARY 200’ PROJECT/PROPERTY OFFSET 1 2 3 4 5 7 9 10 6 8 11 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 33 Adjacent Property Owners + Mineral Rights (4-203.B.3) PARCELS #4 THRU #9 ARE ALL OWNED BY T2 CARBONDALE, LLC Adjacent Property Owners Map 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 34 Adjacent Property Owners List #1 Parcel: 239336321001 Owner: AVLT Coffman Ranch LLC Physical Address: 1837 County Road 100, Carbondale, CO 81623 Mailing Address: 320 Main Street, Suite 204, Carbondale, CO 81623 #2 Parcel: 239131321002 Owner: Coffman, Douglas A + Julia D Physical Address: not available Mailing Address: 77 Meadow Point, Carbondale, CO 81623 #3 Parcel: 239131300025 Owner: Smith, Eric Physical Address: 2575 County Road 100, Carbondale, CO 81623 Mailing Address: 2575 County Road 100, Carbondale, CO 81623 #4, Parcel: 239131300015 #5, Parcel: 239131302191 #6, Parcel: 246506202022 #7, Parcel: 246506202021 #8, Parcel: 246506202190 #9, Parcel: 246301100081 Owner: T2 Carbondale LLC Physical Address: not available Mailing Address: 4582 S Ulster Street, Suite 1410, Denver, CO 80237 #10 Parcel: 239336400268 Owner: Hansen, HP + Gwendolyn Physical Address: not available Mailing Address: 100 Stagecoach Circle, Carbondale, CO 81623 #11 Parcel: 239336300016 Owner: Roaring Fork Transportation Authority Physical Address: Railroad R.O.W., Carbondale, CO 81623 Mailing Address: 1340 Main Street, Carbondale, CO 81623 Mineral Estate Owners The Albert Cerise Family Company c/o Leslie Cerise 1539 Highway 133 Carbondale, CO 81623 Lessees of Minerals of the Subject Property There are no current leases of the subject mineral rights CERTIFICATION OF MINERAL OWNER RESEARCH This form is to be completed and submitted with any application for a Land Use Change Permit. Mineral interests may be severed from surface right interests in real property. C.R.S. § 24-65.5-101, et seq, requires notification to mineral owners when a landowner applies for an application for development from a local government. As such, the landowner must research the current owners of mineral interests for the property. The Garfield County Land Use and Development Code of 2013 (“LUDC”) Section 4 -101(E)(1)(b)(4) requires written notice to owners of mineral interests in the subject property in accordance with C.R.S. § 24-65.5-101, et seq, “as such owners can be identified through the records in the office of the Clerk and Recorder or Assessor, or through other means.” This form is proof of applicant’s compliance with the Colorado Revised Statutes and the LUDC. The undersigned applicant certifies that mineral owners have been researched for the subject property as required pursuant to C.R.S. § 24-65.5-101, et seq, and Section 4-101 (E)(1)(b)(4) of the Garfield County Land Use and Development Code, as amended. As a result of that research, the undersigned applicant certifies the following (Please initial on the blank line next to the statement that accurately reflects the result of research): I own the entire mineral estate relative to the subject property; or Minerals are owned by the parties listed below The names and addresses of any and all mineral owners identified are provided below (attach additional pages as necessary): Name of Mineral Owner Mailing Address of Mineral Owner I acknowledge I reviewed C.R.S. § 24-65.5-101, et seq, and I am in compliance with said statue and the LUDC. _____________________________________________ _________________________________ Applicant’s Signature Date ND The Albert Cerise Family Company The Albert Cerise Family Company c/o Leslie Cerise 1539 Highway 133 Carbondale, CO 81623 January 15, 2022 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 35 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 35 Certification of Mineral Owner Research cG Garfield County 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 36 Payment Agreement Form (4-203.B.4) c@ Garfield County PAYMENT AGREEMENT FORM GARFIELD COUNTY ("COUNTY") and Property Owner ("APPLICANT") __________ _ --'-N-'--'o'--'-r-"'d-'-'ic'---G=-.c..ac....rd"--e'--'-n-'--'s'-=La=n--'-d"-'---'-F--"-u'-'--'n=d"-=L=L--=cC _______________ agree as follows : l. The Applicant has submitted to the County an app lication for the following Project: __ _ 2. The Applicant understands and agrees that Garfield County Resolution No . 2014-60, as amended, establishes a fee schedule for each type application, and the guidelines for the administration of the fee structure. 3. The Applicant and the County agree that because of the size, natu re or scope of the proposed project, it is not possible at this time to ascertain the fu ll extent of the costs i nvolved in process i ng the applicat ion . The Applicant agrees to make payment of the Base Fee, estab l ished for the Project, and to thereafter permit additional costs to be billed to the Applicant. The Applicant agrees to make additional payments upon notificat ion by the County, when they are necessary , as costs are i ncurred. 4 . The Base Fee shall be i n add it ion to and exclusive of any cost for publ ication 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 actua l recorded costs exceed the initial Base Fee , the Applican t shall pay additional b illings to the County to reimburse the County for the processing of the Project. The Applicant acknowledges that all billing shall be paid prior to the final consideration by the County of any Land Use Change or Division of Land . I hereby agree to pay all fees related to this application: Billing Contact Person :_K_e_it_h_K_e_a_ti_n_g ________ Phone : (Cj-=1-0) S 3::C, -~3o T Billing Contact Address : 2340 County Road 100 City : Carbondale State : CO Zip Code: _8_1_6_2_3 __ _ Billing Contact Email : kfkeating@gmail.com Pr inted Name of Person Authorized to Sign: _N_i_c_h_o_l_a_s_D_iF_ra_n_k ____________ _ -== (Signature) 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 37 Background The applicant, Nordic Gardens Land Fund, LLC, is submitting a Land Use Change Permit to allow a 4.16-acre Small Contractor’s Yard within their 35.02-acre parcel. The lot was created in 1965 and then sold to the current owner in 2007 for commercial use. Prior to the unpermitted activities in recent years, the property was used as a space for landscaping companies and the construction of log homes under a Special Use Permit. Current Site Conditions The property is currently vacant. The previous tenants (Mehan Excavating) and their operations were cleared from the site during the summer of 2021. Following the removal of the past tenant, the site was cleared in preparation for this application. All violations noted on the June 6, 2019 Notice of Violation have been resolved. Please see the following page of this package for documentation from County Code Enforcement. Existing site utilities include a well, electric/power lines and a utility control panel. The only features remaining on the site for future tenant use include a heated 672 square foot site office with a bathroom, a centrally located shade structure (with no utilities) at the base of the southern steep section of the site, a lean-to and shed in the northwest area of the site. If approved, the Small Contractor’s Yard will be rented to a local, small business whose operations meet the constraints of this permit request, the site, and all applicable zoning, access/circulation and noise requirements. Proposed Conditions The proposed Small Contractor’s Yard will be accessed by an improved, semi-primitive, shared access drive, from Country Road 100. The shared private roadway will continue to provide access to parcel #239336400268, to the west. The access crosses through a 100’ ROW owned and managed by the Roaring Fork Transportation Authority (RFTA). Within the ROW lies the Rio Grande Trail. The 20’ wide (two, 8’ travel lanes with 2’ shoulders) paved, two-way access driveway was approved by RFTA on December 23, 2021. Traffic analysis and access documentation with RFTA can be found in within the Traffic Study (4-203.L) on page 57 of this package. The site will be used by 1-2 small businesses who will both be required to develop independent lease agreements with the parcel owner. Site operations for all tenants will be limited to Monday through Saturday, 7am to 7pm. No subleases or subtenant situations will be allowed. Per the Site Plan (exhibit A), only minor site modifications to the existing site are expected. These grading and access updates will help to ensure safe vehicular movement and adherence to commercial setback and buffering requirements. It is expected that the future tenant(s) will use the site for typical business operations, storage, staging, etc. A new OWTS/Septic sytem, water quality features (bio-swales), dedicated parking, and a commercial/industrial well, are also features within the proposed site plan. A proposed new Shop/Office has been included on the site plan to provide necessary accomodations for future tenant needs. If this structure is deemed necessary to construct by future tenants, its use would be limited to the services of the contractor’s yard. Additional Notes (Conditions of Approval) All site design and engineering documents that are included in this package meet County standards. However, the following permits are currently in process and are anticipated to be completed/ constructed after the approval of this application as conditions of approval: • Garfield County Access + Grading Permit(s) • Onsite Water Treatment System (OWTS) Permit • Stormwater treatment features • Under sink water filtration Existing Special Use Permit As part of this application/submission package, the applicant agrees to withdraw the previous Special Use Permit (Resolution 2002-100) provided for the Ackerman log home business, as a required condition requested by the Garfield County Community Development Department. See letter signed by applicant on page 39 of this package. Project Description (4-203.B.5) -- Friday, January 14, 2022 at 09:52:29 Mountain Standard Time Page 1 of 1 Subject:RE: No'ce of Viola'on Review Request: 2340 CR 100-Nordic Gardens Land Fund Date:Friday, January 14, 2022 at 8:31:42 AM Mountain Standard Time From:Wade PaMon To:Nicholas DiFrank ABachments:image001.png Hi Nick, There are no viola'ons with the property currently. I hope the project goes well for you. Thanks and nice to meet you. Wade Patton, CCCEO Garfield County Code Enforcement Officer 194 W 14th Street, Bldg “D” Suite # 120Rifle, CO. 81650wpatton@garfield-county.com 970-945-1377 x 1530 From: Nicholas DiFrank <nick@re-land.com> Sent: Thursday, January 13, 2022 5:33 PM To: Wade PaMon <wpaMon@garfield-county.com> Subject: [External] No'ce of Viola'on Review Request: 2340 CR 100-Nordic Gardens Land Fund Hello Wade, I just le_ a message on your office phone introducing myself. My team is nearly ready to submit for a Small Contractor’s Yard Applica'on at 2340 CR 100, and a_er speaking with Glenn we would really appreciate confirming if there are any remaining viola'ons we need to be aware of. To my knowledge Mr. Kea'ng has cleared the site of all tenants and past viola'ons, but I think its most appropriate for you confirm that for us. To ensure that we’re not missing anything. Our goal is to do this right and help Mr. Kea'ng move forward a_er the series of ques'onable decisions that were made in the past. If you would be willing to give me a call so we could discuss what needs to be done, I would greatly appreciate it. Thank you in advance for your help with this project. Sincerely, Nick Nicholas DiFrank PLA, SITES AP, LEED Green Assoc. PRINCIPAL www.re-land.com 303.829.8362 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 38 Garfield County Code Enforcement Update r e:LAND EXISTING SPECIAL USE PERMIT WITHDRAWAL DATE: March 10, 2022 ATTENTION: Garfield County Colorado – Community Development I/WE Nordic Gardens Land Fund, LLC REGISTERED OWNER(S) OF PROPERTY AT: 2340 County Road 100, Carbondale, CO. Garfield County Parcel: 2393-354-00-267 I, Keith Keating, Managing Member of Nordic Gardens Land Fund, LLC, formally agree to the request made by Garfield County on February 11, 2022, pertaining to the required withdrawal of the existing Special Use Permit (Resolution 2002-100) issued to Ackerman Land LLC, for the construction of handcrafted log homes at 2340 County Road 100. NAME AND CONTACT INFORMATION OF REGISTERED OWNERS: Signature: _____________________________________________ Name (printed): Keith Keating Title: Managing Member Phone: 970.379.3307 Email: kfkeating@gmail.com 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 39 Existing Special Use Permit 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 40 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 41 SPECIFIC APPLICATION MATERIALS Garfield County, CO2340 CR 100: Vicinity Map Developed by Account Number R009788 Parcel Number 239336400267 Acres 35 Land SqFt 0 Tax Area 011 2019 Mill Levy 79.7760 Physical Address 2340 100 COUNTY RD CARBONDALE 81623 Owner Address NORDIC GARDENS LAND FUND, LLC 2340 COUNTY ROAD 100 CARBONDALE CO 81623 2019 Total Actual Value $828,500 Last 2 Sales Date Price 10/18/2019 $0 11/30/2015 $0 Date created: 1/11/2022 Last Data Uploaded: 1/11/2022 2:07:12 AM 3,787 ft Overview Legend Parcels Parcel/Account Numbers Highways Limited Access Highway Major Road Local Road Minor Road Other Road Ramp Ferry Pedestrian Way Owner Name Lakes & Rivers County Boundary Line Garfield County, CO2340 CR 100: Vicinity Map Developed by Account Number R009788 Parcel Number 239336400267 Acres 35 Land SqFt 0 Tax Area 011 2019 Mill Levy 79.7760 Physical Address 2340 100 COUNTY RD CARBONDALE 81623 Owner Address NORDIC GARDENS LAND FUND, LLC 2340 COUNTY ROAD 100 CARBONDALE CO 81623 2019 Total Actual Value $828,500 Last 2 Sales Date Price 10/18/2019 $0 11/30/2015 $0 Date created: 1/11/2022 Last Data Uploaded: 1/11/2022 2:07:12 AM 3,787 ft OverviewLegendParcels Parcel/Account Numbers Highways Limited Access Highway Major Road Local Road Minor Road Other Road Ramp Ferry Pedestrian Way Owner Name Lakes & Rivers County Boundary Line Garfield County, CO2340 CR 100: Vicinity Map Developed by Account Number R009788 Parcel Number 239336400267 Acres 35 Land SqFt 0 Tax Area 011 2019 Mill Levy 79.7760 Physical Address 2340 100 COUNTY RD CARBONDALE 81623 Owner Address NORDIC GARDENS LAND FUND, LLC 2340 COUNTY ROAD 100 CARBONDALE CO 81623 2019 Total Actual Value $828,500 Last 2 Sales Date Price 10/18/2019 $0 11/30/2015 $0 Date created: 1/11/2022 Last Data Uploaded: 1/11/2022 2:07:12 AM 3,787 ft Overview Legend Parcels Parcel/Account Numbers Highways Limited Access Highway Major Road Local Road Minor Road Other Road Ramp Ferry Pedestrian Way Owner Name Lakes & Rivers County Boundary Line 2340 CR 100 DOWNTOWN CARBONDALE 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 42 Vicinity Map (4-203.C) Site arrival: modular office + parking area (left), shared access drive (center), OWTS + utility area (right) Site arrival/exit: shared access drive + gate 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 43 Existing Conditions Photos (1 of 4) 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 44 Site interior (east): primary parking area + modular site office Site interior (central): shared access intersection, modular site office (left), interior gate and ditch crossing (center/rear) Existing Conditions Photos (2 of 4) 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 45 Existing Conditions Photos (3 of 4) Site interior (west): OWTS + utility area (right), shared access drive (left) Site interior (west): OWTS + utility area, vegetative buffer at fence line with earthen berm and additional vegetative buffer outside of fence line 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 46 Site interior (west): shared access drive, buffered ditch (left), OWTS + utility area (right) Site interior (central): gate and ditch crossing Existing Conditions Photos (4 of 4) Crystal River Civil LLC 970.510.5312 Page 1 of 5 Engineering Report 2340 CR 100 Carbondale, Colorado 81623 Nordic Land Fund, LLC March 18, 2022 1. Existing Conditions The existing parcel under evaluation for this engineering report is located at 2340 County Road 100, also known as Catherine Store Road, outside of Carbondale, Colorado. The Garfield County Parcel ID is 239336400267 with a legal description of “Section: 36 Township: 7 Range: 88 A PARCEL OF LAND IN GOVERNMENT LOTS 17 AND 21, A PORTION OF GOVERNMENT LOT 14, SEC. 31, TWN 7, RNG 87, AND IN GOVENMENT LOT 1, SEC. 1, TWN 8, RNG 88. 35.02 ACRES”. The parcel is 35.02 acres in size, with only 4.15 acres being developable due to steep hillside conditions within the southern portion of the property. The site has been previously utilized as a contractor’s yard but is currently not in use. The existing access to the site is located off County Road 100 (CR 100), which serves as a shared access for the neighboring property located to the west. A sixteen-foot egress through the RFTA Rio Grande Railroad Corridor is located approximately 35 feet to the south of the county road edge of pavement, allowing for passage through this corridor and onto the site. Developed areas exist only on the far north portion of the property, past the toe of the steep hillside to the south. An existing access easement follows through the site from the entry of the property and continues towards the west for legal access to the neighboring property. Gravel drives surround the developed area for circulation and parking, as well as the access for the neighbor to the west. Several small structures exist on the property that are currently not in use. This includes an office building located at the entrance of the property. An irrigation ditch lateral runs from the east to the west through the site. Existing overhead electric lines run within an easement through the lot as well. 2. Proposed Conditions This submittal is requesting the use of the site as a Small Contractors Yard. The property will stay as existing other than basic roadway, grading and drainage improvements, and an improved septic system to bring the property up to Garfield County code. There are designated storage and staging areas to accommodate the project land use change to a small contractor’s yard, as presented in the land use request. All access roads and driveways shall conform to Garfield County requirements by increasing the width in certain areas and providing adequate shoulders, parking and grading, as well as navigation and turnaround of emergency vehicles. Existing services of utilities onsite, including communications and electric, shall be utilized for use of the main office. The well has been permitted through the Colorado Division of Water Resources to change from a residential well to 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 47 Engineering Report Crystal River Civil LLC 970.510.5312 Page 2 of 5 an industrial well and will continued to be used for the site. A proposed wastewater system has been designed for the intention of the small contractor’s yard per Garfield County OWTS regulations. 3. Access, Roads and Parking The site will retain the existing access point located along eastbound CR 100. The access is proposed to be widened to accommodate the correct truck traffic for the proposed use of the property. Eight-foot driving lanes, as well as two-foot gravel shoulders, are proposed within the Garfield County Right-Of-Way and RFTA Railroad Corridor to meet Garfield County Standards for a Semi Primitive access. A thirty-foot edge of road radii is proposed at the access point for Class 8 trucks to enter and exit the property without infringing on oncoming traffic lanes on CR 100. Asphalt is proposed for the access from CR 100 to the RFTA Rio Grande Trail, as well as just after the RFTA Rio Grande Trail to just before the property line. The Rio Grande Trail surface will not be altered for this access. Requirements have been met and the project is approved by RFTA to increase the road width to twenty feet. A traffic impact analysis was performed by Radian Engineering and is provided within the land use submittal documents. Radian Engineering has determined that the average daily trips (ADT) for the property will be below 100 trips, verifying that the roadways shall be designed to a “Semi Primitive” standard as per Table 7-107 in Article 7 of the Garfield County Development Code. More information on traffic impacts can be found within the traffic report dated March 4, 2022. The twenty-foot-wide access enters the property and transitions to a sixteen-foot-wide drive at the first roadway intersection onsite. For interior circulation, gravel surfaces are proposed for the vehicle traffic as well as other designated parking, pulloff and turnaround areas. The access for the neighboring property utilizes the existing driveway alignment and width per the existing easement, which is labeled “16’ Wide Access & Utility Easement Along Existing Roadway” on the existing conditions survey. Looped roads are proposed within the development to promote vehicular circulation within the property. The loops provide access to each of the existing structures, as well as parking areas, the fire truck turnaround area, storage areas and staging zones for the contractor renting the property. The road labeled Loop 1 Road is located to the east of the main access drive. A portion of this loop road is one way only at twelve feet wide, while the remaining two-way traveled loop road is at least sixteen feet wide. Signage and land widths are clearly depicted on the site plan and P&P sheets to visually depict the circulation of trucks and vehicular traffic. The road labeled as Loop 2 Road is a two-way, sixteen-foot-wide gravel drive that provide access to additional storage and staging areas. Designated parking stalls are provided on site. Eight standard parking stalls, one van accessible ADA compliant parking stall, and one standard ADA compliant parking stall are located onsite next to the existing office. Signage is provided for clear delineation of ADA parking stalls. This number of parking stalls exceed the amount required as per Table 7-302.A in the Garfield County Development Code, which requires one parking stall for every 250 square feet of office floor area. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 48 Crystal River Civil LLC 970.510.5312 Page 3 of 5 4. Grading and Drainage For this Land Use Application, the proposed grading on the site has been minimized to reduce site disturbance and impacts. The overall grading path of the site generally slopes from the southeast to the northwest. Grades do not exceed five percent in areas of proposed disturbance. Existing drainage paths from the large hillside above the project limits are to remain. No offsite drainage will be required for the project, as existing irrigation ditches and other drainage patterns convey runoff away from project limits. All impacted onsite drainage is proposed to be managed onsite, and a sustainable approach for drainage detention to keep disturbed areas at a minimum shall be used. Bio-swales are proposed at low points within the property, generally close to the northern property line. These bio-swales are sized to detain a 25-year storm event using the FAA Modified Rational Method to minimize the peak runoff closer to historic flow rates. The overflow path for any greater storm event would sheet flow to the north out of the bio swales and back into the CR 100 Right-of-Way roadside ditch - the historic drainage path for the site. Below is a calculation on the bio swale sizing and how each meets the detention volume required. The bio-swales are simple depression area that allows for runoff to flow through and filter via native grasses. The bio-swales will have a flow line that flows to the low point in each swale to promote the filtration. Details and sections of these bio-swales are provided in the submitted drawings. Each bio-swale shall be inspected after each large storm event in the first year, after installation, to ensure plantings and seeds are still in place for revegetation and functionality of the onsite detention solution. 5. Utilities 5.1. Water Domestic water that services the onsite office is provided from an existing well located along the northern property line. The existing well was previously permitted to be a residential well. The well has recently been re-permitted as an industrial well due to the land use change of the property to allow for a small contractors yard, and additionally can be utilized as a source of irrigation supply for the site. Pump tests were performed and documented by LRE Water in a memorandum dated September 17, 2021. The pump test reported a long-term yield from the pump to be at least Bio Swale Associated Basin Bio Swale Surface Area Bio Swale Depth Bioswale Capacity Volume Calculated Volume Necessary (Name)(Name)Ab (ft2)db (ft)Vb (ft3)(ft3) A 1 2249 0.25 562 461 B 2 342 0.5 171 135 C 3 476 0.75 357 366 D 4 88 0.5 44 12 E 5 172 0.75 129 92 F 6 88 0.5 44 2 Storage Calculation - Bio Swale Total Volume (ft3)Vb=A*D 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 49 Crystal River Civil LLC 970.510.5312 Page 4 of 5 15 gallons per minute. It is estimated that the peak demand from the well is approximately 10 gallons per minute. Therefore, the pump and well have capacity for the anticipated use of the site. A water quality report was also performed by LRE Water on September 17, 2021. In order to meet the primary and secondary state drinking water standards, the water must be treated for total coliform that was present during the water quality sampling test. To treat this water, ultrafiltration and disinfection of the water will be required in any tanks supplying water to the office building. Disinfection includes introducing chlorine or using ultraviolet light to treat the bacteria found. The well water was also found to be “very hard” during the sampling. LRE recommends softening the well water to protect all water fixtures, boilers, and water heaters that may be used in the structures. Since the structure is utilizing the well as a domestic water source, adequate treatment facilities are proposed per the recommendations of the LRE Water report. CRC recommends a Pentair Standard UV Disinfection System 15.8 GPM (Model PUV-16-P), or approved equivalent, to be installed in the existing office to safely consume drinking water from the existing well. This disinfection system shall be installed prior to any use within the building. A owner’s manual with a specification sheet of the recommended disinfection system can be provided upon request. This disinfection system will also be able to treat the very hard water mentioned in the well water quality report performed by LRE. 5.2. Wastewater All wastewater within the property shall be collected and treated through an Onsite Wastewater Treatment System (OWTS). A treatment system has been engineered and stamped by CBO Inc. All septic field, tanks, and effluent lines can be found, in detail, within the OWTS Design Package. The septic design is designed to meet the maximum amount of employees allowed onsite as per the Traffic Engineering Study. The area for the proposed soil treatment area shall be fenced off to ensure no compaction via animals, vehicles, or construction equipment will be allowed. 5.3. Electric Electric service currently exists on the property to service the structures in the developed area. An electric panel exists at the northern property corner just west of the drive access point to the development. This area of the panel shall remain clear for access and maintenance purposes. Each structure on the property shall have an electric meter installed at the structure for simple access and maintenance. Overhead electric lines and poles exist on the property. This overhead power shall remain as part of this project. 5.4. Gas No gas service is provided to the structures within the development. 5.5. Communications All communications services currently in place shall be utilized to service the main office. Pedestals are located near the northeast property corner, close to CR 100. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 50 Crystal River Civil LLC 970.510.5312 Page 5 of 5 5.6. Telephone All telephone services currently in place shall be utilized to service the main office. Pedestals are located near the northeast property corner, close to CR 100. If there are any questions or concerns regarding this report or items discussed within, feel free to reach out to the contact information below. Vince Tomczak Principal, P.E. Crystal River Civil LLC vince@CrystalRiverCivil.com (970) 510-5312 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 51 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 52 Site Plan (4-203.D) A Site Plan which meets Garfield County Standards has been developed for this application. Please see Exhibit A Grading + Drainage Plan (4-203.E) A Grading and Drainage Plan which meets Garfield County Standards has been developed for this application. Please see Exhibit B Landscaping Plan (4-203.F) A Landscape Plan waiver has been requested for this application. Impact Analysis (4-203.G) 1. Adjacent Land Use: According to Garfield County GIS data (see attached map, pg. 46), adjacent land uses within a 1500’ radius are a combination of rural/agricultural properties and residential planned unit developments (PUDs). 2. Site Features: Notable site features within the 1500’ radius include: • The Roaring Fork River is located approximately 1085’ northeast from the nearest corner of proposed small contractor yard area. • A section of the Union Irrigation Ditch runs through the site. • The topography throughout the proposed small contractor yard area does not exceed 15%. Much of the area is between 2-4%. The adjacent hillside to the south of the proposed small contractor yard contains slopes in excess of 45%. See accompanying Site Survey (Exhibit D). • Vegetative cover in the area is comprised of irrigated agriculture (cropland and pasture) lands to the north and Pinyon-Juniper plant communities (shrub and brush rangeland) throughout the hillside to the south. 3. Soil Characteristics: Soil types within the proposed area include Yamo loam (majority of area), and Atencio-Azeltine or Gypsum land-Gypsiorthids complex (minor areas in extents of site). See attached soils map, pg. 47). The Atencio-Azeltine soils are well-draining soils and classified with Medium Runoff characteristics. The USDA farmland classification notes this soil type as Not Prime Farmland due to its sandy/gravelly composition. The soil composition is well-suited for the proposed use due to its drainage characteristics and lack of value to for agricultural production due to its composition. Garfield County, CO Developed by Date created: 1/14/2022 Last Data Uploaded: 1/14/2022 11:38:07 AM 1,717 ft Overview Legend Parcels Roads Parcel/Account Numbers Highways Limited Access Highway Major Road Local Road Minor Road Other Road Ramp Ferry Pedestrian Way Owner Name County Zoning <all other values> CG - Commercial/General CITY - Incorporated City or Town CL - Commercial/Limited I - Industrial PA - Public Airport PL - Public Lands PUD - Planned Unit Development R - Rural RL - Resource Lands RMHP - Residential/Mobile Home Park RS - Residential/Suburban RU - Residential/Urban Lakes & Rivers County Boundary Line 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 53 Adjacent Land Use Map OqPublic.net™ Roarina For R:t1er -- R .~,. ,, :-.~ :•:::: ,,,'' ;:· I PL PL □ □ □ □ □ □ □ □ □ □ □ □ □ Soil Map—Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/14/2022 Page 1 of 343625004362700436290043631004363300436350043637004362500436270043629004363100436330043635004363700312400312600312800313000313200313400313600313800314000314200314400 312400312600312800 313000 313200 313400 313600 313800 314000 314200 314400 39° 24' 12'' N107° 10' 44'' W39° 24' 12'' N107° 9' 15'' W39° 23' 27'' N 107° 10' 44'' W39° 23' 27'' N 107° 9' 15'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 13N WGS84 0450 900 1800 2700 Feet 0 100 200400 600 Meters Map Scale: 1:9,780 if printed on A landscape (11" x 8.5") sheet. SSooiill MMaapp mmaayy nnoott bbee vvaalliidd aatt tthhiiss ssccaallee.. Soil Map—Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/14/2022 Page 1 of 343625004362700436290043631004363300436350043637004362500436270043629004363100436330043635004363700312400312600312800313000313200313400313600313800314000314200314400 312400 312600 312800 313000 313200 313400 313600 313800 314000 314200 314400 39° 24' 12'' N 107° 10' 44'' W39° 24' 12'' N107° 9' 15'' W39° 23' 27'' N 107° 10' 44'' W39° 23' 27'' N 107° 9' 15'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 13N WGS84 0 450 900 1800 2700 Feet 0 100 200 400 600Meters Map Scale: 1:9,780 if printed on A landscape (11" x 8.5") sheet. SSooiill MMaapp mmaayy nnoott bbee vvaalliidd aatt tthhiiss ssccaallee.. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 54 Soils Map approximate area of proposed small contractors yard USDA :::;;, Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 13 Atencio-Azeltine complex, 3 to 6 percent slopes 114.5 26.5% 35 Empedrado loam, 6 to 12 percent slopes 44.7 10.4% 42 Fluvaquents, 0 to 10 percent slopes 40.4 9.4% 44 Forelle-Brownsto complex, 12 to 25 percent slopes 9.7 2.2% 54 Grotte gravelly loam, 25 to 65 percent slopes 97.0 22.5% 55 Gypsum land-Gypsiorthids complex, 12 to 65 percent slopes 57.0 13.2% 92 Redrob loam, 1 to 6 percent slopes 14.1 3.3% 106 Tridell-Brownsto stony sandy loams, 12 to 50 percent slopes, extremely stony 16.5 3.8% 116 Yamo loam, 12 to 25 percent slopes 31.4 7.3% 120 Water 6.4 1.5% Totals for Area of Interest 431.7 100.0% Soil Map—Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/14/2022 Page 3 of 3 MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties Survey Area Data: Version 12, Sep 2, 2021 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jul 14, 2010—Nov 1, 2017 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Soil Map—Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/14/2022 Page 2 of 3 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 55 151 □ 0 tZ) D ,e, □ 6 .. ~ '1sl .,...., • t+t ◊ -;x; - 0 -A. ... • ~ 0 0 V + .. 0 J, p Garfield County Comprehensive Plan - Future Land Use Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USDA, Garfield County GIS Slope-Related Hazard MAJOR MODERATE Geologic Hazards Study Area Streams and Ditches unspecified type DITCH INTERMITTENT PERENNIAL Rivers and Lakes Parcels Other Roads And Trails BLM Administrative Driveway Inaccessible County Road Other Roads Private Road, Trail Trail, 4WD ATV Trail, All Vehicles Trail, Bicycle Trail, Horse Foot Roads 1:9,028 Divided Highway US Highway CO Highway Frontage Road County Road Local Street City Street Garfield County 1/14/2022, 12:29:23 PM 0 0.04 0.080.02 mi 0 0.07 0.130.03 km 1:2,257 printed from web app Copyright Garfield County 2020 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 56 4. Geology and Hazard Steep, densely vegetated slopes identified as major slope hazards are located to the south, outside of the proposed area. The hillside does not pose any hazardous impacts as no development activities or access by future tenants will be allowed. See Sections 7-108, 7-206, 7-207 later in this package for additional information. Slope Related Hazards Map 5. Groundwater and Aquifer Recharge Areas The proposed site is outside of the Roaring Fork Floodplain. Soils are characterized as well draining, with bio-swales included in the site plan to accommodate and sedimentation resulting from extreme precipitation and/or runoff events. 6. Environmental Impacts The proposed site is completely located within previously disturbed areas and will not negatively impact native or existing vegetation. Due to the historic use of the site for commercial activities, such as those proposed, no negative impacts to wildlife migration routes, use pattern or otherwise is anticipated. The proposed site does not include any known critical wildlife habitats. approximate area of proposed small contractors yard --C:J D D 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 57 7. Nuisance The site is intended to be rented to a local small business that requires a mid- valley location for its daily operations. Daily trips and onsite employees will be limited by the contraints of the Semi-primitive roadway (21-100 ADT). No onsite materials handling or processing activities will be allowed by future tenants. All onsite noise generation from daily operations and vehicular movement will be buffered by the layered vegetation and earthern berming along CR 100, both in the RFTA ROW and onsite. Noise shall not exceed State noise standards pursuant to C.R.S, Article 12, Title 25. No visual impacts, smoke, vapor, dust, glare or ground vibrations that may impact neighboring parcels will occur. 8. Hours of Operation Hours of operation for future tenants will occur between 7am-7pm, Monday through Saturday. Rezoning Justification Report (4-203.H) This section is not applicable to this application Statement of Appeal (4-203.I) This section is not applicable to this application Development Agreement (4-203.J) A Development Agreement waiver has been requested for this application Improvements Agreement (4-203.K) An Improvements Agreement waiver has been requested for this application 2438 Jack Creek Road Grand Junction, CO 81505 720-224-1095 www.radianengineer.com Transportation Analysis November 5, 2021 Revised March 4, 2022 Nordic Gardens Land Fund, LLC 2340 CR 100 Carbondale, Garfield County, Colorado 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 58 Traffic Study, basic (4-203.L) LC .'101 in.~ \/ou11hi11..,·. 2 Introduction This technical memorandum outlines the traffic analysis for the Nordic Gardens Land Fund, LLC (referred to as “Nordic”) property at 2340 CR 100 in Carbondale, Garfield County, Colorado. The report’s goal is to satisfy the requirement of the Garfield County Land Use Code section 4-203.L. The property is seeking approval for a small contractor’s yard and will be rented out to a future business, as such. This traffic analysis includes traffic counts for the existing road (CR 100) and maximum trip generation calculations for traffic movements in and out of the property, recommended daily trips and vehicular access recommendations. Existing Conditions The development is located on the south side of County Road 100 (CR100), just east of Carbondale, Colorado, in unincorporated Garfield County, Colorado. Nearby roads include State Highway 82, just north of the site and State Highway 133 which runs through Carbondale, west of the site. There are no other nearby county roads or state highways. See Figure 1. CR 100 has a speed limit of 35 miles per hour. Approximately a half mile from the site, to the east, CR 100 makes a sharp corner and bridges over the Roaring Fork River. The road remains the same but the shoulders narrow due to the narrow width of the bridge. The road and the bridge are about 24 feet, as measured from the white edge of road lines. See Reference Figure 1. A combination of small, local roads, residential driveways and commercial access drives provide access for properties along CR100. These access drives/roads are spaced at varying intervals, from 150’ to ½ mile apart. Within the nearest ½ mile interval from the project site, there are 5 private access drives, 3 shared accesses (including the subject property), and 1 public recreation access/parking area. The neighborhood access drive directly across from the project site services three properties. See Figure 2 for Reference numbers that correspond to addresses below: 1. 1837 CR 100 (Private Access Drive) 2. 90, 130, 170 Coffman Overlook (Shared Access for three parcels) 3. 2321, 2331, 2341 CR 100 (Shared Access for three single family homes) 4. Subject Property Shared Access 5. 2575 CR 100 (Private Access Drive) 6. 2621 CR 100 (Private Access Drive) 7. 2701 CR 100 (Private Access Drive) 8. 2727 CR 100 (Private Access Drive) 9. Public Recreation Access/Parking Area The existing shared access to the project site at 2340 CR 100 services 2 properties and is classified as a Semi-primitive Road according to Table 7-107: Roadway Standards (Garfield County, Colorado LUDC, 2013). The access has excellent visibility in all directions, for turning movements both in and out of the project site. The roadway crosses through the Rio Grande ROW and trail before entering the site. The trail is well-used pedestrian and bicycle trail, governed by the Roaring Fork Transportation Authority (RFTA). Five (5) white pedestrian crossing stripes and a trail crossing sign are provided for south bound # 1 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 59 D D 3 Figure 1: Overall Location Map and Local State Highways (From Garfield County GIS) SH 82 Site Cr100 1 N 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 60 0 0.5 mi 4 Figure 2: Site Location Map and Nearest Accesses (From Garfield County GIS) Reference Numbers Refer to Bullet Points in Text Above Site 1 2 3 4 5 6 7 8 9 N 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 61 0 0.1 0.2mi 5 Figure 3: Site Location Map traffic into the site. A stop sign is provided for north bound traffic on the south side of the trail. No stop sign is provided at the intersection of CR 100 for traffic turning onto the County Road. Figure 3 is a recent aerial that shows existing the shared access road and internal drive aisles. Existing Land Use Existing Traffic Count Traffic was counted on two weekday evenings (about rush hour time), and two weekday mornings (about rush hour time). The days selected were all days with no holiday and the weather during all traffic counts was dry and warm, except for one afternoon that was overcast with light rain. Arrival and departure times of the traffic counting technician and activity times are listed below. The technician stayed on all days until the peak was over. Date Technician Arrival Time Technician Departure Notes 8/3/21 4:00 PM 7:00 PM PM Peak, rush hour 8/4/21 6:00 AM 9:00 AM AM Peak, rush hour 8/4/21 4:00 PM 7:00 PM PM Peak, rush hour 8/5/21 6:00 AM 9:00 AM AM Peak, rush hour N Property Line 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 62 6 Traffic was counted in 10 minute increments in both east bound and west bound on CR 100. Eastbound is shown in ORANGE and westbound is shown in GREEN. Turn movements were counted both in and out of the existing subject property (PURPLE) and in and out of the shared access across the road (BLUE). These turn movements are all labeled alphabetically as shown on the diagram below. Appendix A shows the traffic counts for each of the four traffic periods. From this data, it can be concluded that: 1. AM Peak can be seen between approximately 7:40 am and 8:40 am. 2. PM Peak can be seen between approximately 4:10 pm and 5:40 pm. 3. Peak traffic seems to be flowing to/from the Aspen, Colorado area. 4. The total number of turn movements into/out of the subject property (turning movements A, B, F and G) witnessed over four 3-hour periods was 42. This was 0.9% of the total through traffic on CR 100. (43/4627 = 0.9%) It can be noted that traffic movement in/out of the site was to/from the adjacent parcel, from “lost” people who were looking for the previous business not at this location any longer and from the vehicles moving the previous business out of the site. Even considering that some of the traffic movement is not representative of the actual traffic movement (i.e. the vehicles who were lost or the vehicles moving the previous business), the number of turn movements is significantly less than the 20% threshold as outlined in the Garfield County Land Use and Development Code 4-203.L.1.b. Therefore this study qualifies as a “basic” traffic study and a detailed traffic analysis is not necessary. North 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 63 3-house driveway D H Existing Driveway - Subject Property County Road 100 B F ~ 1 2 ' t North 7 Since the number of turning movements comes from temporary data (“lost” people and vehicles moving equipment), as well as permanent data (adjacent property traffic), the overall data of this traffic count is inconclusive. Nearby Traffic Issues Rio Grande Trail Crossing The shared access crosses the Rio Grande Trail about 50 feet from CR 100. The permit for this crossing is shown in Appendix B and shows the Denver and Rio Grande Western Railroad Company’s permitting documents. The RTA access license is contract number 30959. The proximity of this crossing to CR 100 could potentially cause problems with traffic and pedestrians. However, this crossing is similar to many other driveways or accesses on the south side of CR 100. There have been no notable issues with the Rio Grande Trail crossing these accesses. The trail is well marked, identifying the shared access and trail crossing. Access permits Currently, there is an access permit for the site’s access. The permit is number 68, is filed under reception number 6258627 and was given in 2004, and is shown in Appendix B. The access provides admittance for the subject property, as well as the property to the west. The property to the west gains access through the subject property. The current access is about 14 feet wide. The maximum width for the shared access, that is allowed by the RFTA, is 20 feet. The property owner is currently working with RFTA to update the crossing agreement and shared access width to 20 feet. There is only one entrance/exit point for the subject property. The shared access has good visibility along CR 100 and drivers can see at least 500 feet in both directions. This exceeds the industry standard site distance of 390 feet for a 35 mph road. The shared access accommodates up to a Class 8 vehicle for weight and turning requirements. See Appendix C for Vehicle Classifications. Future Land Uses Figure 4 shows the proposed road and general site layout. A 20’ access will be constructed. The access will consist of a 16’ paved access with two 2’ paved shoulders on either side. The shared access will function as a wide semi-primitive roadway, as defined by Table 7-107 in the Garfield County LUDC. The design capacity of this shared access will support 21-100 average daily trips (ADT) for both properties. This assumption is based on the service to the subject property as well as the property to the west. Therefore, this level of service will be the standard applied to this property, as it is being rented out. No operations will be allowed on the subject property if the operation will exceed the average traffic limits for a semi-primitive roadway. This property will not be used for retail businesses. There will be delivery trucks and other commercial trucks that enter and exit the property. Commercial vehicles, including Class 8 vehicles are the maximum vehicle class that will be able to enter/exit the site, while navigating the internal areas. See Figure 5. No vehicles larger than Class 8 will be allowed on the site. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 64 8 Garfield County allows up to 100 ADT for both properties for the design capacity for the shared access. The adjacent property is considered agricultural and has a single family home located onsite. Given the extra vehicles involved in the traffic count, and inconsistencies in the traffic count, the traffic count has been removed from this calculation. In ITE’s Trip Generation, Industrial and Agricultural are lumped together. The best estimate for the agricultural property is “Single Family Residence (210)”, which shows the average ADT to be 9.57 ADT. This is well below the 50 ADT allowed for the property. Giving a factor of safety of 2.0 for the single family residence, we get 20 ADT for the single family agricultural residence. The subject property, therefore, has up to 80 ADT that can be used for the site. The subject property is assumed to house a business such as a landscaping or rock storage yard. The closest land use found for storage of materials is “General Light Industrial (110)”, which has an average rate of 3.02 ADT per employee on the weekdays. Taking the allowed maximum of 80 ADT for the subject property, there would be 26 employees onsite. Figure 4: Proposed Site Circulation Map N 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 65 9 Future Site The addition and construction of a wider shared access will include a well-marked crosswalk at the Rio Grande Trail crossing. The current stop sign and “trail crossing” sign on either side of the cross walk will remain. It is recommended to add a stop sign on the shared access at the intersection of CR 100. Figure 5: Proposed Site Circulation Map Showing Turning Movements of a Class 8 Vehicle Construction Phasing Staging and storage areas will be onsite during construction and will not impact CR 100. There will be no temporary access points. Construction trucks will be temporary during construction only. It is anticipated that only CR 100 will be affected by construction activities, and this only applies to the times that trucks are turning in to the site. No lane closures or traffic interruption is anticipated on CR 100. Conclusion From the witnessed traffic flow information, it can be assumed that additional Peak Hour traffic on CR 100 is negligibly affected by a single-business, as will be permitted, due to the minimal amount of traffic N 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 66 ~- ..,_____ -' ','--' ---, --<:--, '\\\ -----------=- ' ____ .,,, .. ----"'' ,,,--- ., .. / ,,,,,,-----------------· , .. ,, .. -.J o.-,- -::.::i.-J' 10 in/out of the site during the peak hour periods and throughout the day. As witnessed and as calculated, the traffic on CR 100 would not be significantly affected by any turn movements in/out of the site. Recommended construction items include:  Widening the shared access to 20 feet (16 feet of asphalt with two 2’ shoulders)  Restriping the pedestrian crossing  Ensuring both signs remain in place for the pedestrian crossing (or get replaced if they are removed during construction) and  The addition of a stop sign at CR 100. Appendix C shows photos around the site, for reference purposes. Professional Certification. I hereby certify that this Traffic Report was prepared or approved by me, the traffic count was performed under my supervision, and that I am a duly licensed professional engineer under the laws of the State of Colorado. _________________ Brynn M Boyd, P.E. License No. 44855 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 67 APPENDIX A – PEAK PERIOD TRAFFIC COUNT 2340 CR 100 Traffic Count SummaryKey:WB = West BoundEB = East Bound Prop = Subject Property Other = 3-House Driveway Across the Road1WBAEB To PropCWB To OtherEEB to OtherGWB to Prop2EBBProp To EBDOther To WBFProp to WBHOther to EBNote: Trucks counted included dump trucks, semis, concrete trucks, and any large vehicles. No vehicles were counted in multiple columns in this analysis. Morning 1 - 6:00 AM to 9:00 AMDate:8/4/2021Weather:Clear and SunnyTime Period:121 Truck2 TruckABCDEFGH6:00 AM13410000000006:10 AM11710000000006:20 AM42813000000006:30 AM52303000000006:40 AM123315001000216:50 AM112911100100107:00 AM52602000000007:10 AM134110000000007:20 AM102811030100007:30 AM123903000000007:40 AM133601020000307:50 AM193901000000008:00 AM274101001010008:10 AM214310000100008:20 AM294110000010008:30 AM234100000000108:40 AM353711000000028:50 AM35290010010000Totals:288 575102225242073Morning 2 - 6:00 AM to 9:00 AMDate:8/5/2021Weather:Clear and SunnyTime Period:121 Truck2 TruckABCDEFGH6:00 AM31503000000006:10 AM102400000000016:20 AM43101000000006:30 AM43205000000106:40 AM73203011000016:50 AM132801020100107:00 AM143602000000007:10 AM133301000000007:20 AM213500000000007:30 AM114501000000107:40 AM203911000001007:50 AM144311000000008:00 AM214500000000018:10 AM225111000000008:20 AM224300000000108:30 AM184000000000108:40 AM283400000000008:50 AM40300012100010Totals:285 636320152101632340 County Road 100 - Nordic Gardens Land Fund, LLC: 68 >-- -- -- Afternoon 1 - 4:00 PM to 7:00 PMDate:8/3/2021Weather:Overcast, light rainTime Period:121 Truck2 TruckABCDEFGH4:00 PM352820000000004:10 PM544531100000004:20 PM433120001100104:30 PM493340000101004:40 PM573000000000004:50 PM523610000000015:00 PM604320000010005:10 PM493801000100005:20 PM492600000010005:30 PM703611000000005:40 PM533011000010005:50 PM422201002100016:00 PM421510000000106:10 PM392900000000006:20 PM462300100000006:30 PM392600030110106:40 PM402200000000006:50 PM25130000000000Totals:844 52617523354132Afternoon 2 - 4:00 PM to 7:00 PMDate:8/4/2021Weather:Clear and SunnyTime Period:121 Truck2 TruckABCDEFGH4:00 PM412611010000004:10 PM552340000100004:20 PM494310000000004:30 PM414110000000014:40 PM463910001000004:50 PM653610010000005:00 PM463200000000005:10 PM613610000100015:20 PM773440000000105:30 PM664000000000015:40 PM614400000000005:50 PM552710000000006:00 PM492501000000006:10 PM572810000110116:20 PM422400020000006:30 PM342810000000006:40 PM312200000000006:50 PM24250000001000Totals:900 573172041320242340 County Road 100 - Nordic Gardens Land Fund, LLC: 69 -- APPENDIX B – ACCESS PERMIT AND DRGWR PRIVATE WAY LICENSE 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 70 Garli.eld Coun Applicadop (or Driveway Pennit ,.,,,,,.,,,,.. ».: f/JJ/JOIU Ten """°" 'W,:lO/lJ/1004 l»drlttt 1 P,as;M N-6•:U ea-,,._,, N--, 10, s •• ,a,,,,s..,.· .-•as M ,-Ila C.J)f t •• 1..,.,.,: WJ.,B, ..... haeby req-11 pcnn.aioo and authority from the Doud of Cowdy Commissioners to construCt a drivCMy appl()8Ch (ee) 1111tberiglll,of-way cltofe@my Riwt-J91,AtAddlwof2340Cll 11111, -4..,...toAppllamt's plq,My loealedontbe &1:111 llido ofnllld for thepnpmeof obtalning llCCel8 topn,paty. AppU-t allbmlls h«ewith for the coosicleration and approval of the Board of County Commissioners, a skdch of the propollOd installation lhowina an the neecssary specification ddail including: I. Frontage of lot along road. :2. Dlllanoe &oaa oent«liae of road to p,q,My linA. 3. Number of driveways recptaud 4. Widda of ploposc,d dri-ya and angle of llJIPIOMh. 5, Diatanco from driveway to road inttnellUOII, if any. 6. Size and 8hape of-Mflal'8Ull8 drlvewaya If more dlan one approlCb. 7. Setbacl<disWlce ofbuildins(s) and other 9lnlCIUfe lmprovemeotJ. B. No unloading of oqoipmclll oo CGUDty road, any 4,mtp ~•UMd to eoumy l'Old will be ff4l8ired It !lllhdivision ....... 9. Rapaad,kl for two ymn 6'0ln the dale of oompletion. Qmnl hxiefene 1) The appllcam :eptNllllll1 all partie& in lnto..r, lllld affinlia tbd Ibo driveway appiOildl (•) is to be~ by him fortbe bona fide J11111J010 of 9mlrioa _, Co bl,, p1apatyand not for the pu1po11eof doill8"--or servicing vdllelea on the l'Old rlflld of way. 2) The applicant shall furnish all labor and mawiall, pafmn an wen, and pay all costa in connection with the llCNl!llruction of the driveway(s). All WOik at.11 be C0111pletiecl within thirty (30) daya of the pmmit date. l) Thecypaof aan1• n df• thall beaa ct.ipaaedlllldll»' -w,""4 by die Baird of County C-IPiaapw « their repnsmatiw 1111d all mataials used aball be flf NtidlM:tllly cpllly 11111 subject ID inspecdoll and appioYlll of the Board of Coualy Comml11lonas or 1hlir np. :•dYe. 4) The trawling public ahlll be protected durlDa the installation with proper warnillg signs and signals and Ibo Board of Cowdy Commissioncn lllld their duly appointed ..-,its and omployee shall be held harmlCBS aaaimt any action far penonal injwy or property damage IUllalned by any reuon of tho exercise of the P«mit. S) The Applicant sball -■-raponsibility for die _val or clearam:c of mow, ice, or a1a:t upon 111J ponloa of the driv-y appmecb (os) evai though Mf't•ilM on tho driveway(s) in thccoune of die County-nmoval opintillw. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 71 6) ln the event it becomes necessary to remove any right-of-way fence, the posts m either side of the enb'anco shaU bo IUfO]y bnced before tho fence is cut to Pffl'• any slacldna ofdle remaining fence and all posts IIDd wire ranovod shall bo tumod over to the District Road Supervisor ofthG Board of County Commissioners. 7) Nolmaioas..-addilioeaaball 1-lllldatolhDdd-,(•) ..-ltt...,._m lbeript,<,f-ftywidluwriltm pcnsmk,n oflbe lkad of Colmty C-iloiCDm. 8) Provisions and speeitkations outlined herein shall apply on all NlAda Wld« tho jurisdiction of the Board of Cowrty Commisaiomn of Garfield County, Colorado, and the SpecifiealioM, set forth on the attached hereof and incorporatod herein as oonditions hereof. SPM111 CwtWe,s 1, Driv'""'Y Wldth-50ft 2, 15"ll50ft Calvert reqtlired. 3. seastOftu" 11pllalt or eoac:rete pad req.ared. 4. Werk7.o•..-nqllind. In signing this application and upon receiving authorizallon and pa-mission to install the driveway •PIJl'O'dl (es) clcscn"bod herein the Applicant signifies that he has read, understands and accepts the foregoing provisions 1111d conditions and agrees toQ: the drivoway(s) in aa:ordanco with the w:ompanying sp«ification plan reviewed and approved hytbeBcmd ofCounly~. Sipedl ~a.,,4'Vn'A Add,_, 18~7 I 0,, 1124 P«tnit granted 9/23/JQQf, subject to the provlllo-. •~• aad eoadltio• 1dpul•Ced .. rein. For Boord of County ~ssioncrs' ofGarfiald County, Colorado: lUtu~ R.q,raentativo of OIifieid County Road and Bridge Signarure 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 72 / THE DENVER AND t<IO GRANDE WESTERN RAILROAD COMPANY SOUTHERN PACIFIC TRANSPORTATION COMPANY P.O. Box 5482 Denver, Col orado 80217 REAL ESTATE DEPARTMENT April 21, 1993 File: Contract No. 30959 , Rex and Joann Coffman Af'r,L q .$ 1837 County Road 100 Carbondale, Colorado 81623 Dear Mr. Mrs. Coffman: Enclosed, for your records, is a fully executed copy of Private Way License covering a private road crossing at Mile Post 375 + 2956 feet near Carbondale, Colorado, designated in Rio Grande files as Contract No . 30959. Please refer to this mile post location and file reference in any future correspondence. Enclosure 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 73 Contract No. JO 95 9 PRIVATE WAY LICENSE THIS AGREEMENT, Made and entered into this 14thday of October A.D. 19 -92 , by and between THE DENVER AND RIO GRANDE WESTERN RAILROAD COMPANY, a corporationof the State of Delaware, hereinafter called the "Licensor" party of the first part, and REX A. COFFMAN and JOANN G. COFFMAN, whose address is 1837 County Road 100 , Carbondale, CO 81623, hereinafter called the "Licensee" party of the second part: WITNESSETH, That the Licensor, for and in consideration of the covenants and agreements of the Licensee herein contained and upon the terms and conditions hereinafter set forth, hereby licenses and permits the construction, maintenance and use of the Private Way or private ways hereinafter described (hereinafter called "Private Way") across the right of way and track or tracks of the Licensor as herein specified, to wit: A 16 feet wide private road crossing at grade extending southerly at right angles across the 100 feet ~ide right of way and main track of the Licensor's Aspen Branch at Mile Post 375+2956' near Carbondale, Garfield County, Colorado, within the SESE of Section 36, T7S, R88W, 6th P.M. This License -is expressly conditioned upon the performance by the Licensee of all and singular the covenants and agreements hereinafter set forth to be by said Licensee kept and performed, each of said covenants and agreements being hereby made a condition; and it is also hereby stipulated that a waiver by the Licensor of any breach of any condition shall in no way impair the right of the Licensor to avail itself of any subsequent breach of the same or any other condition. PRIVATE WAY as and wherever said term is employed herein, shall mean a way for travel for pedestrians, vehicles, implements and live stock. Licensee agrees said Private Way shall be used for the following purpose and for no other, to-wit: Ingress and egress to psoiesnos private business . And said term shall include such grading, approaches, planking, ditches, drains, tiling, drain boxes, culverts, cattle guards, wing fences and fences, gates with proper hinges and latches, raising of telegraph, telephone and signal wires for proper clearance, and such signals, bells, sign post and signs and other safety devices as shall in the particular instance be required by the Licensor, or which may now or hereafter be prescribed and required by any law, State or Federal, or by any order of any officer or regulatory board, State or Federal, having jurisdiction over such matters . The foregoing License is subject to all outstanding superior rights (including those in favor of telegraph and telephone companies, lessees of said right-of-way and others) and the right of the Licensor to renew and extend the same. 1. If the Licensor shall elect to construct said Private Way or a portion thereof, and shall so notify the Licensee, the Licensee agrees to pay to the Licensor, in advance, such sum of money estimated to be $-0-, as shall be necessary to construct such portion or all of said Private Way, including the cost of all necessary material and the transportation thereof and the cost of all labor and superintendence. If the Licensor shall elect not to construct said Private Way, the Licensee shall furnish material for, and construct said Private Way at the sole cost and expense of the Licensee, in such manner and according to such plans as the 1 RAC JGC 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 74 RAC Licensor may deem best for the safety and proper protection of the track, roadbed and premises of the Licensor. If the amount to be advanced by the Licensee as hereinbefore provided should be in excess of the amount required, the excess shal l be returned to the Licensee, if such amount should n ot be sufficient to cover the expense of work done by the Licensor, the Licensee shall pay such additional amount to the Licensor on demand. 2. The Licensee shall, at the sole cost and expense of the Licensee , maintain, repair, and reconstruct, whenever necessary and when required so to do by the Licensor, said Private Way and all its appurtenances in accordance with plans and in a manner satisfactory to the Licensor; and at all times keep said Private Way in a good state of repair; the Licensor, however, shall have the right, if it so elects, at any time, though it shall be under no obligation whatever to do so , to make necessary or proper repairs or to reconstruct said P rivate Way, notwithstanding the obligation o f the Licensee to maintain, repair and reconstruct; and in the event the Licensor at any time elects to repair or reconstruct said Private Way, the Licensee shall, upon presentation o f est imates, advance such sum of money as the Licensor may deem necessary f or such repair or reconstruction, or upon bill being rendered for work already done, the Licensee s hall -reimburse the Licensor for the cost of such repair or construction. The optional right of the Licensor to make r epairs or to reconstruct said Private Way shall in no manner or degree relieve the Licensee from responsibility to the Licensor or to othir persons or corporations for the failure of the Licensee to properly maintain or reconstruct said Private Way, or any structure which the Licensee agrees, as aforesaid to maintain or reconstruct. 3. of $ 250. OOH,* The Licensee agrees to pay to the Licensor, in advance, the sum , as consideration for license and permit herein granted. JGC 4. If at any time after the installation of said Private Way, any law , State or Federal, or any officer or regulatory board or commission, State or Federal, having jurisdiction, shall require any alterations, changes or improvements of said Private Way and of its appurtenances, as herein defined, or any additional safeguards, protection, signals or wa rnings , the same shall be constructed, maintained and operated at the sole expense of the Licensee, as herein provided with respect to maintenance, r epair, reconstruction, etc., in paragraph 2 hereof. 5 . The Licensee shall not enter upon the premises for the purpose of constructing said Private Way nor for the purpose of repairing or renewing the same, without special written license or permit first had and obtained f rom the Licensor, or the Licensor's duly authorized agent, except in cases of emergency when work is necessary to avert loss or damage to property. All work of construction, maintenance, operation or reconstruction shall be done by the Li censee in such manner as to cause no interference with the constant, continuous and uninterrupted use of the tracks and property of the Licensor as to operation, maintenance, renewals or possible new construction by the Licensor. 6. This License shall not be deemed to give the Licensee exclusive possession of any part of the premises described, but the Licensor shall have unimpaired right to retain its track or tracks as now owned and operated at the place of construction of such Private Way, and nothing shall be done or suffered to be done by the Licensee at any time that shall in any manner impair the usefulness or safety of said track or tracks of the Licensor or of any tr ack or improvement to be hereafter constructed. The Licensor shall h ave the right at any and all times hereafter to construct, maintain and operate such additional tracks, structures and 2 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 75 improvements where said Private Way is to be constructed and across the same, as it may from time to time elect; and in case of any change at any time in the arrangement, construction or plan of the Licensor• s tracks, or in case of the construction of any buildings or improvements by the Licensor, said Private Way shall be altered or entirely removed by the Licensee at the sole cost and expense of the Licensee, in such manner as may be necessary to conform to the tracks, building or improvements of the Licensor as so changed, altered or improved, and if the Licensee shall fail to do any of the things in this paragraph enumerated, the Licensor may do or cause the same to be done at the cost of the Licensee. 7. The Licensee shall at all times protect, indemnify and save harmless the Licensor from any and all claims including claims of negligence against Licensor, demands, judgments, cost, expenses, and all damage of every kind and nature made, rendered or incurred by or in behalf of any person or corporation whatsoever, in any manner due to or arising out of any injury to or death of any person, or damage to property of any person or persons whomsoever, including the parties hereto and their officers, families, servants and employees, in any manner arising from or growing out of the construction, maintenance, operation, repair, extension, renewal, existence, use or removal of said Private Way, or the failure to .properly construct, operate, maintain, renew or remove the same, and from all costs and expenses, including attorneys• fees connected in anywise with the matters and things contained in this Agreement. Neither the right of supervision by the Licensor of the location, installation, operation and the maintenance of said Private Way, nor the exercise or failure to exercise said right, nor the approval or failure to disapprove, by the Licensor of the location, installation, operation and maintenance of said Private Way, nor the election of the Licensor to construct or reconstruct the whole or any part or to repair said Private Way, shall be deemed a waiver of the obligations of the Licensee contained in this paragraph or a release therefrom, or from any other obligation of this agreement resting upon said Licensee that is hereinbefore or hereinafter expressed or implied . 8. If the Licensee shall fail to locate, construct, operate, repair, extend, renew or remove said Private Way in accordance with the terms of this License and to the entire satisfaction·of the Licensor, or shall fail to pay to the Licensor any sum of money for the construction, repair, extension, renewal or removal of said Private Way, or shall fail to adjust the said Private Way to any changes made by the Licensor, or shall in any respect fail to keep and perform any of the conditions, stipulations, covenants and provisions of this License to be kept and performed by the said Licensee, this Agreement shall at the option of the Licensor be void and of no effect; and this License shall cease and the Licensor shall have the right to remove said Private Way and restore the-right of way and premises of the Licensor at any time thereafter at the sole expense of the Licensee. Any forfeiture hereunder may be claimed by the Licensor without notice to the Licensee. Any notice herein provided for shall be sufficiently given and delivered if mailed in an envelope properly stamped and addressed to the Li censee at the last known post office address, or if no address is known, at the post office nearest to the place where the said Private Way is located. 9. Non-use of such Private Way for the purpose 'for which it was originally constructed, continuing at any time for the period of one year, shall constitute an abandonment of this License. Unless so abandoned or terminated, as hereinabove or hereinafter provided, this License and Agreement shall remain in full force and effect until terminated by written notice given by either party to the other party not less than sixty days in advance of the date of such termination; but it is understood that if at any time the maintenance and operation of said Private Way shall be inconsistent with the use by the Licensor, of the right of way for railroad purposes, this License shall immediately cease ipso facto. 3 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 76 10. Within thirty days after the termination of this License howsoever, the Licensee at Licensee's sole expense, shall, if the Licensor so desires the Licensee to do, remove the said Private Way (including all approaches, planking, gates, and all other structures com,tructed in connection with said Private Way) and restore the premises of the Licensor, including all right-of-way fences, to a condition which will be satisfactory · to the Licensor , and if the Licensee fails so to do, the Licensor may do such work of removal and restoration at the expense of the Licensee. In th~ event of the removal of the Private Way as in this section provided, the Licensor shall not be liable to the Licensee for the damage sustained by Licensee for or on account of such removal, and such removal shall not prejudice or impair any right of acticn for damages or otherwise which the Licensor may have against the Licensee. 11. (This paragraph left blank int en tionall y.) 12. The covenants , stipulations and conditions of this Agreement shall extend to and be binding upon, the Licensor , its successors and assigns, and shall extend to and be binding upon the Licens~e and the heirs, administrators, executors, successors and assigns of the Licensee (as the context may admit), and the term "Licensee" used herein shall be held to inc lude such persons, copartnerships or corporations as are mentioned herein as of the second part. The Licensee · shall not assign this License or any interest therein direc t ly o r indirectly, nor encumber the same without the written consent of the Licensor first had and obtained. IN WITNESS WHEREOF, the parties hereto have caused t hese presents to be duly executed the day and year first hereinabove written. THE DENVER AND RIO GRANDE WESTERN RAILROAD COMPANY ATTEST: ATTEST : 4 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 77 Contract No.MP 375.58 Replace License 375.58 Coffman-Dated 5-1-2002 Private Road Crossing License THIS LICENSE AGREEMENT is made and entered into, effective ';) by and between the ROARING FORK TRANSPORTATION AUTHORITY (RFTA , hereinafter called the "Licensor" or "RFTA" and Nordic Garden Land Fund, LLC, 2340 CR 100, Carbondale, CO 81623 hereinafter called the "Licensee." WITNESSETH, that RFTA, for and in consideration of the covenants and agreements of the Licensee contained herein and upon the terms and conditions stated, hereby licenses and permits the construction, maintenance and use of a non-exclusive Access License ("Access Road") within RFTA's Railroad C01Tidor ("Corridor"), the Corridor being 100 feet wide, that is to say 50 feet on each side of the center line of the railroad tracks, adjacent to the Licensee's property. The Access Road is more particularly described as a driveway or entrance to permit ingress and egress to and from the Licensee's property located at 2340 County Road 100, Carbondale, Colorado, extending west across the corridor at milepost 375.58. THIS LICENSE is expressly conditioned upon the performance by the Licensee of all the covenants and agreements hereinafter set forth, and it is also hereby stipulated that a waiver by RFTA of any breach of any such covenant or agreement shall in no way impair the right ofRFTA to avail itself of any subsequent breach of the same or any other covenant or agreement. The Access Road may be used as a non-exclusive way for travel for pedestrians, livestock, non-motorized and motorized vehicles. Use of the Access Road shall be as required by RFTA, or which may at any time be required by any Local, State or Federal law, or by any order of any Local, State or Federal officer or regulatory board having jurisdiction over such matters. I. Re-vegetation and Weed Control. The Licensee agrees to present to RFTA a re- vegetation and weed control plan for the reclamation of any soil disturbed within the rail corridor resulting from the installation, maintenance, inspection, future repairs or future upgrade of the access road. The re-vegetation plan should be consistent with the RFTA weed control plan and address the replacement of any grasses, trees, or shrubs, disturbed or destroyed as a result of the installation or maintenance process. The re-vegetation plan will need to maintained and monitored over a three year period after the re-vegetation plan has been implemented. 2. Maintenance and Repair. The Licensee shall, at the sole cost and expense of the Licensee, construct, maintain, repair, reconstruct, relocate or remove the Access road and all its appurtenances whenever necessary and when required to do so by RFTA, in accordance with plans prepared by Licensee and in a manner satisfactory to RFT A. RFTA, however, shall have the right, if it so elects, at any time, though it shall be under no obligation whatever to do so, to construct, License Page I of8 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 78 maintain, repair, reconstruct, relocate or remove the Access road and all or any of its appurtenances, notwithstanding the obligation of the Licensee to constrnct, maintain, repair, reconstrnct, relocate or remove the Access road. The optional right of RFT A to maintain, repair, reconstrnct, relocate or remove the Access road shall in no manner or degree relieve the Licensee's responsibility to RFTA or to other persons or corporations for the failure of the Licensee to properly maintain, repair, reconstruct, relocate or remove the Access road, or any other structure which RFTA agrees to maintain, repair, reconstrnct, relocate or remove. 3. Limitations on Rights Granted. This License is without covenant of title or quiet enjoyment and is subject and subordinate to a reservation of the prior and continuing right of RFTA to all other uses of the C01Tidor, including the right to construct, use, maintain, repair, relocate and renew in RFTA's sole discretion any and all improvements, including without limitation tracks, overhead lines, pipelines, busways, Trails and other facilities upon, along, over, under or across any or all parts of the Corridor, all of which may be done at any time by RFTA without prior notice and without liability to Licensee or to any other party for compensation or damages. This License is subject and subordinate to all existing leases, licenses, easements, pennits, claims of title or other interests and as may in the future be modified, renewed or extended by RFTA, including but not limited to any fiber optic cable. 4. License Fee. The Licensee agrees to pay to RFTA, in advance, the sum of$100.00 per year for the License herein granted and a one-time $250.00 processing fee, due and payable to RFTA upon execution oflicense. 5. No Interference with RFTA's Uses. The Licensee at the Licensee's expense, shall keep any track, busway, Walkway or other improvement constructed at the Access road clean and free from dirt, rocks and other material, and shall not damage or permit the damaging of any track, busway, trail or other improvement on the Corridor, or pennit any condition which RFT A detennines in its discretion may interfere with the safe operation oflocomotives, railcars, trains or other vehicles or the use of any trail over the Corridor. Licensee acknowledges that RFTA's Corridor is not abandoned and is under the jurisdiction of the federal Surface Transportation Board. Licensee further acknowledges that the C01Tidor is "railbanked" so that RFTA is required to preserve the Corridor for future rail use and further understands and acknowledges that RFT A is and will continue to preserve the Corridor for future rail use. 6. Protection of Drainage. Any and all cuts and fills, excavations or embankments necessary in the maintenance or future alteration for Licensee's use of the Access road shall be made and maintained in such manner, fonn and extent as will provide adequate drainage of the Access road, the C01Tidor, and adjoining lands. Wherever any such fill or embankment may obstruct the natural and pre-existing drainage from such lands, Licensee shall construct and maintain sufficient culverts or drains as may be required to accommodate and preserve such natural and pre-existing drainage. License Page 2 o/8 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 79 7. Environmental Protection. Licensee shall, at its expense, comply with all applicable laws, regulations, rules and orders regardless of when they become or became effective, including, without limitation, those relating to health, safety, noise, environmental protection, waste disposal, and water and air quality, and furnish satisfactory evidence of such compliance upon request of RFTA with regard to activities on the Access road. Should any discharge, leakage, spillage, emission or pollution of any type occur upon or arise from the Access road as a result of Licensee's use, presence, operations or exercise of the rights granted hereunder, Licensee shall immediately notify RFTA and shall, at Licensee's expense, clean all property affected thereby, to the reasonable satisfaction ofRFTA (insofar as the property owned or controlled by RFTA is concerned) and any governmental body having jurisdiction in the matter. RFT A may, at its option, clean RFT A's pro petty of such discharge refen-ed to above, and Licensee shall indemnify, defend and hold RFTA harmless from and against all claims, liability, costs and expenses (including without limitation, any fines, penalties, judgments, litigation costs and attorneys' and consultants' fees and expenses) incurred by RFTA as a result of any such discharge, leakage, spillage, emission or pollution by Licensee. 8. Protection ofUndergrouud Utilities. Licensee acknowledges that Qwest Communications Corporation or its successor has an easement for underground cable along the Corridor and that fiber optic cable is buried through the C01Tidor and possibly under the Access road. Licensee, at least five (5) days prior to perfmming any excavation activities on the C01Tidor or Access road, shall notify RFTA at (970) 384-4971 and shall notify the Qwest at 1- 800-AT-FIBER (a 24-hour number) at least three business days before doing any digging. Prior to beginning any work on the Access road, Licensee shall dete1mine where any utilities are buried on or about the Access road. Licensee shall pay special attention to fiber optic cable and dete1mine the names of the telecommunications company(ics) involved, atrnnge for a cable locator, determine whether arrangements for relocation or other protection of the fiber optic cable is required and shall so notify RFTA. Any such relocation or protection shall be at Licensee's expense. 9. Protection of Trail and Conservation Easement. Licensee acknowledges that the Corridor is subject to and encumbered by a perpetual covenant running with the land held by the State Board of the Great Outdoors Colorado Trust Fund for the protection of the Conservation and Trail Values. The Licensee agrees not to undertake any further activity within the Corridor other than custommy maintenance and repair without first obtaining the written approval of RFTA. The notice addresses are as follows: Ifto RFTA: RFTA Angela M. Henderson Assistant Director, Project Management and Facilities Operations 1340 Main Street Carbondale, Colorado 81623 970-384-4982 License Page 3 of8 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 80 Ifto Licensee: Nordic Garden Land Fund, LLC C/O Keith Keating 2340 CR 100 Carbondale, CO 81623 (970) 379-3307 kfkeating@gmail.com l 0. Licensee's Duty to Install Safety Improvements. If at any time after the installation of the Access road, any Local, State or Federal law or regulation, or any Local, State or Federal officer or regulatory board or commission having jurisdiction shall require any alterations, changes or improvements of the Access road, as herein defined, or any additional safeguards, protection, signals or warnings, the same shall be constructed, maintained and operated at the sole expense of the Licensee. 11. Any Future Work to Require Pennit. Licensee shall not enter upon the Access road or Corridor for the purpose of constructing, repairing, reconstructing, relocating or removing the Access road without special written permit first had and obtained from RFTA, except in cases of an emergency when work is necessary to avert injury to persons or loss or damage to property. All work of construction, maintenance, repair, relocation or removal shall be done by the Licensee in such manner as to cause no interference with the constant, continuous and uninterrupted use of the tracks, Trail, buildings or other improvements ofRFTA now in place or as may be installed in the future by RFTA in RFT A's discretion. 12. RFTA's Right to Alter, Relocate, or Remove. This License shall not be deemed to give the Licensee exclusive possession of any part of the premises desclibcd, but RFTA shall have the unimpaired right to construct, maintain, repair, relocate or remove track, trails, buildings or appurtenant structures or other improvements deemed appropriate in RFTA's discretion and nothing shall be done or suffered to be done by the Licensee at any time that shall in any manner impair the usefulness or safety of any property of RFTA or of any track, Trail, building or appurtenant structure or other improvement to be hereafter constmcted. RFT A shall have the right at any and all times hereafter to constmct, maintain and operate such additional tracks, trails, buildings, appurtenant structures or other improvements where the Pedestrian Trail is located, as RFTA may from time to time elect. In case of any such change by RFTA requiring in RFTA's discretion the alteration, relocation or removal of the Encroachment stmctures, the structures shall be altered as directed by RFTA or entirely removed by the Licensee at the sole cost and expense of the Licensee, in such manner as may be deemed necessary by RFTA to conform to the tracks, trails, buildings, appurtenant structures or other improvements on the Corridor or Encroachment area as so changed, altered or improved, and if the Licensee shall fail to do any of the things in this paragraph enumerated, RFTA may do or cause the same to be done at the cost of the Licensee. RFTA shall use its best efforts to relocate the Access road ifit detennines that the current Access road must be removed. License Page4 ~(8 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 81 13. No Liens to be Filed. Licensee shall pay in full all persons who perform labor on the Access road for Licensee and will not allow any mechanics' or material men's liens to be enforced against RFTA's C01Tidor for work done or materials furnished at Licensee's instance or request. If any such liens are filed thereon, Licensee agrees to remove the same at Licensee's own cost and expense and to pay any judgment, which may be entered thereon or thereunder. Should Licensee fail, neglect or refuse to do so, RFT A may pay any amount required to release any such lien or liens, or to defend any action brought thereon, and to pay any judgment entered therein, and Licensee shall be liable to RFTA for the payment of any such liens or judgment and any and all costs, expenses, damages, attorneys' and consultants' fees and expenses, and any other amounts expended in defending any such proceedings. 14. Licensee's Assumption of Liability. The Licensee assumes the entire burden and duty of preventing the use of the Access road by any persons, finns or corporations, other than those mentioned herein for whose benefit the Access road is licensed; and Licensee assumes all liability for damage to or destruction of property, injury to or the death of persons resulting from the use of the Access road by persons other than those for whose benefit the Access road is licensed, or resulting from the failure on the part of the Licensee to keep the Access road and all of its appurtenances in safe condition. 15. Indemnification. The Licensee shall at all times protect, indemnify, defend and save RFTA harmless from any and all claims, demands,judgments, cost, expenses, and all damage of eve1y kind and nature made, rendered or incurred by or in behalf of any person or corporation whatsoever, in any manner due to or arising out of any claim for injury to or death of any person, or any claim for damage to property of any person or persons whomsoever, including the parties hereto and their officers, families, servants and employees, in any manner arising from or growing out of the construction, maintenance, operation, repair, extension, renewal, existence, use or removal of the Private Access Road, or the failure to properly construct, operate, maintain, renew or remove the same, and from all costs and expenses, including attorneys' and consultants' fees and expenses, connected in any way with the matters and things contained in this License Agreement. Neither the right of supervision by RFTA of the location, installation, operation and the maintenance of the Private Access Road, nor the exercise or failure to exercise the right, nor the approval or failure to disapprove, by RFTA of the location, installation, operation and maintenance of the Private Access Road, nor the election of RFT A to repair, construct, reconstruct or remove the whole or any part of the Private Access Road, shall be deemed a waiver of the obligations of the Licensee contained in this License Agreement, expressed or implied. 16. RFTA's Right to Te1minatc License. If the Licensee shall fail to locate, construct, operate, use, repair, extend, renew, relocate or remove the Access road in accordance with the tenns of this License Agreement and to the entire satisfaction of RFT A, or shall fail to pay to RFTA any License Fee or any other sum of money for the construction, repair, extension, renewal, relocation or removal of the Access road, or shall fail to adjust the Access road to any changes made by RFTA, or shall in any respect fail to keep and perfmm any of the conditions, License Page 5 o/8 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 82 stipulations, covenants and provisions of this License Agreement to be kept and performed by the Licensee, this License Agreement shall at the option of RFTA be void and of no effect; and this License shall immediately cease and terminate and RFTA shall have the right to remove the Access road and restore the right of way and premises ofRFTA at any time thereafter at the sole expense of the Licensee. Any termination hereunder shall be effective thirty (30) days following notice delivered to Licensee. Any notice herein provided for shall be deemed given and delivered if mailed in an envelope properly stamped and addressed to the Licensee at Licensee's last known address. Tennination of this License for the convenience ofRFTA shall occur only if the RFT A Board votes by a 2/3 majority to do so. 17. Abandonment of the Access road. Non-use of such Access road for the pmpose for which it was originally constructed, continuing at any time for the period of one year; shall constitute an abandonment of this License. Unless so abandoned or terminated, as provided herein, this License shall remain in foll force and effect until tenninated by written notice given by either party to the other party not less than sixty days in advance of the date of such termination; but it is understood that if at any time in RFTA's discretion the maintenance and operation of the Access road shall be inconsistent with the use by RFTA, this License shall immediately cease and tenninate. 18. Licensee's Duty to Remove the Access road Upon Termination. Within thirty days after the abandonment or termination of this License, the Licensee, at Licensee's sole expense, shall, if RFT A so desires the Licensee to do, remove the Access road and all their appurtenances and restore or construct the premises of RFT A, including all right-of-way fences and drains, to a condition which will be satisfactory to RFTA, and if the Licensee fails to do so, RFT A may do such work of removal, restoration and construction at the expense of the Licensee. In the event of the removal of the Access road as in this section provided, RFTA shall not be liable to the Licensee for any damage sustained by Licensee for or on account of such removal, and such removal shall not prejudice or impair any right of action for damages or otherwise which RFTA may have against the Licensee. 19. License Non-Assignable. This License is personal to Licensee. The Licensee shall not assign this License or any interest therein directly or indirectly voluntarily or involuntarily. Upon any assignment or attempted assigmnent in violation of this paragraph, this License shall terminate. The covenants, stipulations and conditions of this License shall extend to and be binding upon RFTA and, if assigned with RFTA's written consent, its successors and assigns, and shall extend to and be binding upon the Licensee and the heirs, administrators, executors, and successors of the Licensee. 20. Headings. The section headings contained in this License Agreement are inse1ted for convenience only and are not intended to in any way affect the meaning or inte1pretation of any such section or provision of this License Agreement. License Page 6 o/8 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 83 21. Governing Law. This License Agreement shall be governed and construed in accordance with the laws of the State of Colorado. 22. Amendments and Waivers. No amendment of any provision of this License Agreement shall be valid unless the same shall be in writing and signed by RFTA. No waiver by RFTA of any default or breach of any covenant or agreement hereunder shall be deemed to extend to any prior or subsequent default or affect in any way any ofRFTA's rights arising by virtue of any prior or subsequent default. 23. Severability. Any tenn or provision of this License Agreement that is held by a court of competent jurisdiction to be invalid or unenforceable shall not affect the validity or enforceability of the remaining terms and provisions of this License Agreement. 24. Entire Agreement. This License Agreement constitutes the entire agreement between the parties and supersedes all prior understandings, agreements or representations among them, written or oral, that may have related in any way to the subject matter hereof. 25. No Third Party Beneficiaries. This License Agreement defines the ri ghts and duties of the parties hereto and may not be relied upon by any third party as the basis of a claim. , . License Page 7 o/8 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 84 IN WITNESS WHEREOF, the parties hereto have executed this License Agreement. LICENSOR, ROARING FORK TRANSPORTATION AUTHORITY By:~~~~~~~~~~~-~~ Angela M . derson, Assistant Director of Property Management & Facilities Operations STATE OF COLORADO ) ) COUNTY OF GARFIELD ) LICENSEE, Nordic Garden Land Fund, LLC By: ___________ _ Keith Keating, Owner Licensee The foregoing instrument was acknowledged before me thisa5_-cfay of s.~le.J,rl;ie.L 2019_, by Angela M. Henderson, Assistant Director, P. · · e n t Facilities Operations, Roaring Fork T ransportation Authority. ABBEYS PASCOE NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20134039649 MY COMMISSION EXPIRES JULY 14, 202 1 Witness my hand and official seal. My commission expires 1 -14-'LI ST A TE OF COLORADO COUNTY OF GJa....-\tt,\~ ) ) ) Ov.ft:; Public The foregoing instrnment was acknowledged before me this K day of __,&e,<.....C..-'ilff-:(....__• ___ _ 20-f{__, by Keith Keating, Owner, Nordic arden Land Fund, LLC (licensee). ~u~ Witne ss my hand and official s eal. My commiss ion expires _\)tr,e..c....,,.,___"..._Pl....1..-r, -"93........,9 .... \~- YOLI BETH IRAZU UGALDE Notary PubRc _ Sl ate of Colorado Nolaiy 10 2017405 1626 My Commissi on Expires Dec 19, 2021 ../ L icense Page8of8 APPENDIX C – AASHTO VEHICLE CLASSIFICATION https://www.fhwa.dot.gov/policyinformation/tmguide/tmg_2013/vehicle-types.cfm 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 85 1Clus 7 tus I OtOl'\CyclM Four or more --------------.pde. ~irngte unit lass J iur tire, ,_gte un it 1!les r:a.ss 5 ,10 akl~. S:b< -c. gn,!lil!: unit !lass 6 'r ct: ;ui: fc., ,gt~ unim: ,ctass a t---------Fo-ur or less :a.xi~, ~ [11 gl C u-ai~r 1Class 9 S~Ax le tru;tor 1 ~~;;:-------1 1cmltr.1llc,r 1----------llllllll!llt' ..... , .. --------- ,c 1ass 110 Sbc or more aJde. s in gl e traiter 1Chns 11 I Five or less ax~. muld m1iler Class 12 Srrx: 001?,. mulml- ffl"a ilt!r 1Class IJ Seven or more aJde, Jll\lltl~tq_ifer .... APPENDIX D - SITE PHOTOS SITE ENTRANCE OFF CR 100 (SOUTH) LOOKING NORTH IN SHARED ACCESS TOWARD RIO GRANDE TRAIL AND CR 100 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 86 LOOKING EAST ALONG CR 100 LOOKING WEST ALONG CR 100 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 87 15 MPH CURVE WITH BRIDGE 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 88 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 89 RFTA Driveway Revitalization/Rio Grande Crossing Approval Roaring Fork Transportation Authority ROCKY MOUNTAIN | MIDWEST | SOUTHWEST | TEXAS 909 Colorado Ave., Glenwood Springs, CO 81601 | Office: 970-945-6777 | LREWATER.COM Nordic Gardens Land Fund, LLC September 17, 2021 c/o Nicholas DiFrank 2340 County Road 100 Carbondale, CO 81623 nick@re-land.com Via Email RE: Nordic Gardens Land Fund, LLC – Water Demand and Supply for Proposed Land Use Application Nick: At your request, LRE Water and Ray Latham have the completed the 4-hour Pump Test at the existing well located on the Nordic Gardens Land Fund, LLC property located east of Carbondale on 2340 County Road 100 in Garfield County (Parcel No. 239131100033). The purpose of the pump test was to demonstrate that adequate potable groundwater exists at a reasonable depth for the proposed uses and to provide an estimate of the expected long-term yield of the well. This memorandum summarized the opinion and findings of LRE Water regarding the adequacy of the physical water supply for the Nordic Gardens Land Fund, LLC proposed development. WATER DEMAND LRE Water recently obtained a Basalt Water Conservancy District (BWCD) water allotment contract which is the legal water supply for the proposed commercial uses. The contract covers a commercial office and shop and up to 27,400 square feet of irrigation on the property from a n existing well (Permit No. 245829). Proposed demands are 0.393 acre-feet (AF) for indoor use and 1.605 AF for irrigation for a total of 1.998 AF. The maximum demand is expected to occur in June with a peak day demand of approximately 10 gallons per minute. The commercial development will include storage to meet peak hour demands. WATER SUPPLY Well Construction The well was constructed on April 7, 2003, by Shelton Drilling Company. The well is constructed in boulders, sand, and gravel in the first 32 feet and cobbles, sand, and Beldon shale in the gravel in for the next 19 feet. The total depth of the well is 51 feet and it is constructed with 7-inch diameter steel surface casing with perforated steel casing installed in the water producing zone from 25 feet to 32 feet. At the time of the well construction, static water level was 12 feet from the top of casing (TOC) and the well produced 15 gpm during a 2-hour pumping test. Nordic Gardens Land Fund, LLC will need to re-permit the well for the proposed commercial uses. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 90 Water Supply and Distribution Plan (4-203.M) Engineering Water Supply and Demand Report Please See Exhibit C, for the Water Distribution Plan WATER CONNECTING WATER TO LIFE ••••••••••••••••••••••••••••• • • • • • • • • • • • • • • • • • • • • ••••••••••••••••••••••••••••• Nicholas DiFrank September 17, 2021 Nordic Gardens Land Fund, LLC Page 2 of 2 Water Demand and Supply The permitted and actual location for the well is the SE1/4 SE1/4 of Section 36 Township 7 South, Range 886 West, of the 6th P.M. (NAD83 Z13 UTM(x)=313651.2, UTM(y)=4363223.4). Pumping Test A 4-hour pumping test was conducted by Ray’s Well Done Pump Service on July 23, 2021 for the well. The purpose of the test was to determine the long-term yield of the well and its adequacy to serve the existing and proposed uses. The initial static water level was 12.0 feet and a flow rate of 15.0 gpm as shown on Figure 1. There was no significant drawdown at this flow rate; therefore, the pumping rate remained at 15 gpm. The well had a maximum total drawdown of 3.0 feet as shown on Figure 2. Over the 4-hour pumping period approximately 3,600 gallons of water was pumped. Figure 3 depicts the water level recovery in the well in the first 2 minutes after pumping ceased. Considering the minimal drawdown depth and quick recovery apparent during the pump test, LRE Water believes that this well can provide a long term yield of 15 gpm to support the planned usage. CONCLUSION The results from the pumping test indicate that the well has a more than sufficient yield to serve the proposed development and commercial uses. The maximum daily demand for proposed development is estimated at 10.0 gpm, while the long term yield of the well is estimated to be at least 15 gpm. If you have any questions, please feel free to contact us. Sincerely, LRE WATER Eric F. Mangeot, P.E. Peter Van Dusen, E.I.T. Water Resource Engineer EFM/21633NGLF01; Attachments ROCKY MOUNTAIN | MIDWEST | SOUTHWEST | TEXAS 909 Colorado Ave., Glenwood Springs, CO 81601 | Office: 970-945-6777 | LREWATER.COM Nordic Gardens Land Fund, LLC September 17, 2021 c/o Nicholas DiFrank 2340 County Road 100 Carbondale, CO 81623 nick@re-land.com Via Email RE: Nordic Gardens Land Fund, LLC – Water Demand and Supply for Proposed Land Use Application Nick: At your request, LRE Water and Ray Latham have the completed the 4-hour Pump Test at the existing well located on the Nordic Gardens Land Fund, LLC property located east of Carbondale on 2340 County Road 100 in Garfield County (Parcel No. 239131100033). The purpose of the pump test was to demonstrate that adequate potable groundwater exists at a reasonable depth for the proposed uses and to provide an estimate of the expected long-term yield of the well. This memorandum summarized the opinion and findings of LRE Water regarding the adequacy of the physical water supply for the Nordic Gardens Land Fund, LLC proposed development. WATER DEMAND LRE Water recently obtained a Basalt Water Conservancy District (BWCD) water allotment contract which is the legal water supply for the proposed commercial uses. The contract covers a commercial office and shop and up to 27,400 square feet of irrigation on the property from a n existing well (Permit No. 245829). Proposed demands are 0.393 acre-feet (AF) for indoor use and 1.605 AF for irrigation for a total of 1.998 AF. The maximum demand is expected to occur in June with a peak day demand of approximately 10 gallons per minute. The commercial development will include storage to meet peak hour demands. WATER SUPPLY Well Construction The well was constructed on April 7, 2003, by Shelton Drilling Company. The well is constructed in boulders, sand, and gravel in the first 32 feet and cobbles, sand, and Beldon shale in the gravel in for the next 19 feet. The total depth of the well is 51 feet and it is constructed with 7-inch diameter steel surface casing with perforated steel casing installed in the water producing zone from 25 feet to 32 feet. At the time of the well construction, static water level was 12 feet from the top of casing (TOC) and the well produced 15 gpm during a 2-hour pumping test. Nordic Gardens Land Fund, LLC will need to re-permit the well for the proposed commercial uses. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 91 Figure 121633NGLF019/17/2021Prepared by EFM05101520253035400102030401101001000Flow Rate (gpm)Depth from TOC (feet)Pumping Time (minutes)Nordic Gardens Land Fund, LLC Pumping Test 07/23/2021Depth from TOC (feet)Depth of Water from TOCStatic Water LevelManual MeasurementsFlow RateStatic Water Level = 12.00 ft. Notes:1) Initial Water Level: 12.00 ft. below Top of Well Casing2) Final Water Level: 15.00 ft. below Top of Well Casing3) Well Depth: Approx. 50 ft. from Top of Well CasingTopof Casing240 Minutes @ 15.0 gpm2340 County Road 100 - Nordic Gardens Land Fund, LLC: 92 ' - I I , ........ • 4 ~ I ~ - .___ 4 ~ ~ I Figure 221633NGLF019/17/2021Prepared by EFM101520253035404550556065012345678910111101001000Flow Rate (gpm)Drawdown (feet)Pumping Time (minutes)Nordic Gardens Land Fund, LLC Pumping Test 07/23/2021Drawdown (feet)DrawdownFlow RateStatic Water Level240 Minutes @ 15.0 gpmMaximum Drawdown after4 hours (240 Minutes) =3 ft.2340 County Road 100 - Nordic Gardens Land Fund, LLC: 93 - -- -'- -.... - ~ - .___ I J Figure 321633NGLF019/17/2021Prepared by EFM0123456220200Recovery (feet)T/T' (minutes)Nordic Gardens Land Fund, LLC Well Pumping Test 07/23/2021 Recovery Analysis (feet)Residual Drawdown (Feet)Aquifer recovered100%Full Recovery@ 2 MinutesEnd of PumpTestRecovery Begins2340 County Road 100 - Nordic Gardens Land Fund, LLC: 94 I I I I I I 1 I I I I I I i I I I I I I I I I I I I I I I I I I ~ _,,i,,,,, ►t I :...--1 I i., .... I -~.,,,,, - / "' -t \I -!\ \ ~ !\ - ~ \ -- -- ~ -- - ~ ROCKY MOUNTAIN | MIDWEST | SOUTHWEST | TEXAS 909 Colorado Ave., Glenwood Springs, CO 81601 | Office: 970-945-6777 | LREWATER.COM Nordic Gardens Land Fund, LLC September 17, 2021 c/o Nicholas DiFrank 2340 County Road 100 Carbondale, CO 81623 nick@re-land.com Via Email RE: Nordic Gardens Land Fund, LLC – Well Water Quality Analysis Nick: Pursuant to Garfield County Land Use and Development Code Section 4-203(M)(1)(b)(5)(c), Nordic Gardens Land Fund, LLC also requested that LRE Water sample for water quality at the existing well on the Nordic Gardens Land Fund, LLC property located east of Carbondale on 2340 County Road 100 in Garfield County (Parcel No. 239131100033). This specific section of the land use code states: “Water quality shall be tested by an independent testing laboratory for the following contaminants: alkalinity, arsenic, cadmium, calcium, coliform bacteria, chloride, conductivity, copper, corrosivity, fluoride, hardness, iron, lead, magnesium, manganese, nitrate/nitrite, pH, sodium, sodium adsorption ratio, sulfate, total dissolved solids, uranium, zinc and alpha/beta radioactivity. Additional testing may be required for other contaminants that occur within the County. The results shall show that the Maximum Contaminants Levels (MCLs), as set forth by the CDPHE within the Colorado Primary Drinking Water Standards, are not exceeded, or the Applicant has otherwise identified a treatment system that will bring the water within acceptable MCLs. Annual testing, testing for other contaminants, and testing for secondary drinking standards including taste, odor, color, staining, scaling, and corrosion is also recommended.” This letter report presents the technical analysis of the water quality. The well, Permit No. 245829, is located in the SE1/4 SE1/4 of Section 36 Township 7 South, Range 886 West, of the 6th P.M. (NAD83 Z13 UTM(x)=313651.2, UTM(y)=4363223.4). The proposed uses form the well include indoor commercial uses and outdoor irrigation. WATER QUALITY A pre-packaged water quality sampling kit was ordered from Colorado Analytical Laboratories, Inc. Raw water samples were obtained from the well by LRE Water on July 26, 2021 after first running the well 10 minutes at a flow rate of less than 10 gallons per minute (gpm). The samples were shipped by overnight delivery under proper chain of custody to Colorado Analytical Laboratories, Inc. (results attached).1 In accordance with the criteria established by the Garfield 1 Colorado Analytical Laboratories subsequently sent sampled water Hazen Research, Inc. for the analysis of Gross Alpha and Gross Beta radionuclides. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 95 Well Water Quality Analysis Report III WATER CONNECTING WATER TO LIFE Nicholas DiFrank September 17, 2021 Nordic Gardens Land Fund, LLC Page 2 of 3 Well Water Quality Results County Land Use and Development Code, the well was tested for inorganic compounds including metals, coliform, alkalinity, corrosivity, hardness, pH, total dissolved solids, and radionuclides. The attached results indicate that the well water meets the basic EPA primary and secondary drinking water standards with the exception of Total Coliform. This is further discussed below. Total Coliform Total Coliform was “present” at the well. Coliform bacteria include a large group and many types of bacteria that naturally occur throughout the environment and are common in both soil and surface water. Most types of coliform bacteria are harmless to humans, but some can cause mild illness and even fewer can lead to waterborne disease. The presence of coliform indicates that a contamination pathway exists between a source of bacteria (surface water, animal waste, septic system, etc.) and the water supply. Coliform bacteria is much more common in springs and in shallow wells compared to deeper wells as the bacteria is filtered out by soil and rock as surface water infiltrates the ground. The presence of Total Coliform indicates that the groundwater supply is under the influence of surface water. Total Coliform can be treated with filtration. Ultrafiltration (average pore size of 0.01 micron) or higher level of treatment is required. Disinfection (i.e. chlorine or ultraviolet light) will also treat bacteria. Shock chlorination of the well is also often utilized for treatment; however, contamination could occur again over time. We also note that the well is considered very hard (> 200 mg/l as CaCO3) with a measured value of 226.7 mg/l. Hard water can cause scale to build up in boilers, water heaters, and on water fixtures, and lessen effectiveness of soaps. Hardness is typically treated for domestic and commercial uses if greater than 200 mg/L. CONCLUSION The laboratory results for the water quality analysis indicate that the water at the well meets most basic primary and secondary drinking water standards with the exception of Total Coliform. In addition the water was found to be very hard. Total Coliform can be treated with disinfection (i.e. chlorination or ultraviolet light) or ultrafiltration (average pore size of 0.01 micron) to meet the primary drinking water standard. Hardness is not health threatening and is considered nonenforceable. Therefore, with disinfection or ultrafiltration, the water quality is suitable for domestic or commercial use (including irrigation). LRE Water recommends that Nordic Gardens Land Fund, LLC consider water softening and provide filtration for the proposed commercial uses. As such, we recommend that Nordic Gardens Land Fund, LLC further consult with a water treatment system provider to determine the appropriate level of treatment for the well. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 96 Nicholas DiFrank September 17, 2021 Nordic Gardens Land Fund, LLC Page 3 of 3 Well Water Quality Results Please contact us if you have any questions or need additional information. Sincerely, LRE WATER Eric F. Mangeot, P.E. Peter Van Dusen, E.I.T. Water Resource Engineer EFM/21633NGLF01; Attachments ROCKY MOUNTAIN | MIDWEST | SOUTHWEST | TEXAS 909 Colorado Ave., Glenwood Springs, CO 81601 | Office: 970-945-6777 | LREWATER.COM Nordic Gardens Land Fund, LLC September 17, 2021 c/o Nicholas DiFrank 2340 County Road 100 Carbondale, CO 81623 nick@re-land.com Via Email RE: Nordic Gardens Land Fund, LLC – Well Water Quality Analysis Nick: Pursuant to Garfield County Land Use and Development Code Section 4-203(M)(1)(b)(5)(c), Nordic Gardens Land Fund, LLC also requested that LRE Water sample for water quality at the existing well on the Nordic Gardens Land Fund, LLC property located east of Carbondale on 2340 County Road 100 in Garfield County (Parcel No. 239131100033). This specific section of the land use code states: “Water quality shall be tested by an independent testing laboratory for the following contaminants: alkalinity, arsenic, cadmium, calcium, coliform bacteria, chloride, conductivity, copper, corrosivity, fluoride, hardness, iron, lead, magnesium, manganese, nitrate/nitrite, pH, sodium, sodium adsorption ratio, sulfate, total dissolved solids, uranium, zinc and alpha/beta radioactivity. Additional testing may be required for other contaminants that occur within the County. The results shall show that the Maximum Contaminants Levels (MCLs), as set forth by the CDPHE within the Colorado Primary Drinking Water Standards, are not exceeded, or the Applicant has otherwise identified a treatment system that will bring the water within acceptable MCLs. Annual testing, testing for other contaminants, and testing for secondary drinking standards including taste, odor, color, staining, scaling, and corrosion is also recommended.” This letter report presents the technical analysis of the water quality. The well, Permit No. 245829, is located in the SE1/4 SE1/4 of Section 36 Township 7 South, Range 886 West, of the 6th P.M. (NAD83 Z13 UTM(x)=313651.2, UTM(y)=4363223.4). The proposed uses form the well include indoor commercial uses and outdoor irrigation. WATER QUALITY A pre-packaged water quality sampling kit was ordered from Colorado Analytical Laboratories, Inc. Raw water samples were obtained from the well by LRE Water on July 26, 2021 after first running the well 10 minutes at a flow rate of less than 10 gallons per minute (gpm). The samples were shipped by overnight delivery under proper chain of custody to Colorado Analytical Laboratories, Inc. (results attached).1 In accordance with the criteria established by the Garfield 1 Colorado Analytical Laboratories subsequently sent sampled water Hazen Research, Inc. for the analysis of Gross Alpha and Gross Beta radionuclides. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 97 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 98 ~Colorado • ~ Analytical LABORATORIES, INC . Report To: Eric Mangeot Company: LRE Water -Leonard Rice Engineers 1221 Auraria Pkwy Denver CO 80204 Task No.: 210727044 Client PO: Client Project: Nordic Customer Sample ID Nordic Sample Date/Time: 7/26/21 6:45 AM Lab Number: 210727044-01 ~eat Specific Conductance Chloride Fluoride Nitrate Nitrogen Nitrite Nitrogen Sulfate Toral Sodium Adsorption Ratio Calcium Iron Magnesium Sodium Arsenic Cadmium Copper Lead Manganese Uranium Zinc Abbreviations/ References: ML = Minimum Level = LRL = RL Result 459 umhos/cm @ 25c 3.6 mg/L 0.16 mg/L 0.52 mg/L < 0.03 mg/L 85.4 mg/L 0.1 units 72.8 mg/L 0.015 mg/L 10.94 mg/L 4.0 mg/L < 0.0006 mg/L < 0.0001 mg/L 0.0146 mg/L 0.0004 mg/L 0.0024 mg/L 0.0022 mg/L 0.007 mg/L MCL = Maxil1'Nlm Contan'inant Level per The EPA mgA. = Milligrams Per Uter or PPM ugA. = Micrograms Per Uter or PPB mpn/100 mis= Most Probable Number Index/ 100 mis Date Analyzed= Date Test Completed Method EPA 120.1 EPA300.0 EPA 300.0 EPA 300.0 EPA 300.0 EPA 300.0 Calculation EPA 200.7 EPA 200.7 EPA 200 .7 EPA 200.7 EPA 200 .8 EPA 200.8 EPA 200.8 EPA200.8 EPA 200.8 EPA 200.8 EPA200.8 Analytical Results TASK NO: 210727044 BIii To: Eric Mangeot Company: LRE Water -Leonard Rice Engineers 1221 Auraria Pkwy Denver CO 80204 Date Received: 7/27/21 Date Reported: 8/25/21 Matrix: Water -Drinking ML I Date Analyzed l Analyzed By 5 umhos/cm @ 25c 7/27/21 MBN 0.1 mg/L 7/27/21 MAT 0.10 mg/L 7/27/21 MAT 0.05 mg/L 7/27/21 MAT 0.03 mg/L 7/27/21 MAT 0.1 mg/L 7/27/21 MAT 0 .1 units 7/30/21 MBN 0 .1 mg/L 7/30/21 MBN 0 .005 mg/L 7/30/21 MBN 0 .02 mg/L 7/30/21 MBN 0.1 mg/L 7/30/21 MBN 0.0006 mg/L 7/29/21 IPC 0.0001 mg/L 7/29/21 IPC 0.0008 mg/L 7/29/21 IPC 0.0001 mg/L 7/29/21 IPC 0.0008 mg/L 7/29/21 IPC 0.0002 mg/L 7/29/21 IPC 0 .001 mg/L 7/29/21 IPC DATA APPROVED FOR RELEASE BY MCL 4 10 1 4 0.3 N/A 0.01 0.005 1.3 0.015 0 .05 0.03 5 10411 Heinz Way / Commerce City, CO 80640 / 303-659-2313 Mailing Address: P.O. Box 507 / Brighton, CO 80601-0507 Page 1 of 5 210727044 112 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 99 ~Colorado • ~ Analytical LABORATORIES , INC . Report To: Eric Mangeot Analytical Results TASK NO: 210727044 Bill To: Eric Mangeot Company: LRE Water -Leonard Rice Engineers 1221 Auraria Pkwy Company: LRE Water -Leonard Rice Engineers 1221 Auraria Pkwy Denver CO 80204 Task No.: 210727044 Client PO: Client Project: Nordic Customer Sample ID Nordic Sample DatefTlme: 7/26/21 6:45 AM Lab Number: 210727044-01 Result Tot.al Total Hardness 226. 7 mg/L as CaC03 Abbreviations/ References: ML = Minimum Level = LRL = RL MCL = Maximum Contamnant Level per The EPA mg,t = Milligrams Per Uter or PPM ugA.. = Micrograms Per Liter or PPB mpn/100 mis= Most Probable Number Index/ 100 mis Date Analyzed= Date Test Completed Method SM 2340-B Denver CO 80204 Date Received: 7/27/21 Date Reported: 8/25/21 Matrix: Water -Drinking ML j Date Analyzed ! Analyzed By 0.1 mg/L as CaC03 7/30/21 MBN DATA APPROVED FOR RELEASE BY 10411 Heinz Way / Commerce City, CO 80640 / 303-659-2313 Mailing Address: P.O. Box 507 / Brighton, CO 80601-0507 Page 2 of 5 MCL 210727044 212 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 100 ~Colorado • ~ Analytical LABORATORIES, INC . Report To: Eric Mangeot Company: LRE Water -Leonard Rice Engineers 1221 Auraria Pkwy Denver CO 80204 Task No.: 210727044 Client PO: Client Project: Nordic ~eat Customer Sample ID Nordic Sample Date/Time: 7/26/21 Lab Number: 210727044-0 Bicarbonate Calcium as CaCO3 Carbonate Hydroxide Langelier Index pH Temperature Total Alkalinity Total Dissolved Solids Abbreviations/ References: ML = Minimum Level = LRL = RL mgA. = Milligrams Per uter or PPM ugA.. = Micrograms Per uter or PPB 6:45AM Result 150.7 mg/Las CaCO3 184.9 mg/L < 0.2 mg/L as CaCO3 < 0.2 mg/L as CaCO3 -0.12 units 7 .28 units 20 ·c 150.7 mg/Las CaCO3 300 mg/L mpn/100 mJs = Most Probable Number Index/ 100 mis Date Analyzed= Date Test Completed Analytical Results TASK NO: 210727044 Bill To: Eric Mangeot Company: LRE Water -Leonard Rice Engineers 1221 Auraria Pkwy Denver CO 80204 Date Received: 7/27/21 Date Reported: 8/25/21 Matrix: Water -Drinking Method ML Date Analyzed l Analyzed By ! SM 2320-B 0.2 7/30/21 DPL EPA 200.7 0.1 7/30/21 MBN SM 2320-B 0.2 7/30/21 DPL SM 2320-B 0.2 7/30/21 DPL SM 2330-B 8/9/21 JTF SM 4500-H-B 0.01 7/27/21 MBN SM 4500-H-B 7/27/21 MBN SM 2320-B 4 7/30/21 DPL SM 2540-C 5 7/28/21 ISG DATA APPROVED FOR RELEASE BY 10411 Heinz Way / Commerce City, CO 80640 / 303-659-2313 Mailing Address: P.O. Box 507 / Brighton, CO 80601-0507 Page 1 of 4 210727044 1/1 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 101 ~Colorado • ~ Analytical LABORATORIES , INC. Report To: Eric Mangeot Analytical Results TASK NO: 210727044 Bill To: Eric Mangeot Company: LRE Water -Leonard Rice Engineers 1221 Auraria Pkwy Company: LRE Water -Leonard Rice Engineers 1221 Auraria Pkwy Denver CO 80204 Task No.: 210727044 Client PO: Client Project: Nordic I Lab Number !Customer Sample ID 210727044-01 B Nordic Abbreviations/ References: Absent = Coliform Not Detected Present= Coliform Detected -Chlorination Recommended Date Analyzed= Date Test Completed Denver CO 80204 Date Received: 7/27/21 Date Reported: 8/25/21 Matrix: Water -Drinking Sample Date/Time I Test 7/26/21 6:45 AM Total Colifonn E-Coli Result Present Absent Method SM 9223 SM 9223 SM= •standard Methods for the Examination of Water and Wastewater"; APHA; 19th Edition.-1995 DATA APPROVED FOR RELEASE BY 10411 Heinz Way / Commerce City, CO 80640 / 303-659-2313 Mailing Address: P.O. Box 507 / Brighton, CO 80601-0507 Page 1 of 4 Date Analyzed 7/28/21 7/28/21 210727044 1/1 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 102 - Hazen Research, Inc. 4601 Ind ia na Street HAZ EN Golden , CO 80403 USA - Tel · (303)279-4501 Fax· (303) 278-1528 Customer ID: 20040H Account ID: 201034 ANALYTICAL REPORT Stuart Nielson Colorado Analytical Laboratories, Inc. Lab Sample ID 21 M02537-001 Customer Sample ID 210727044-01C -Nordic sampled on 07/26/21 @ 0645 Precision* Detection Parameter Units Code Result +/-Limit Method Gross Alpha I pCi/L I T 2 .3 I 2.0 I 0.1 I SM 7110 B Gross Beta I pCI/L I T <3.8 I 2.4 I 3.8 I SM 7110 B Certification ID's: CO/EPA CO00008 I I Lab Control ID: 21M02537 Received: Jul 29, 2021 Reported : Aug 24, 2021 Purchase Order No . None Received Analysis Date /Time Analvst 8/13/21 @ 0921 I KT 8/13/21 @ 0921 I KT *Variability of the radioactive decay process (counting error) at the 95% confidence level, 1.96 sigma. Codes : (T) = Total (D) = Dissolved (S) = Suspended (R) = Total Residual (AR)= As Received <=Less Than File: 21M02537 Rl. pdf An Employee-Owned Company Page 2 of 5 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 103 Basalt Water Conservancy District (BWCD) Agreement BASALT WATER CONSERVANCY DISTRICT WATER ALLOTMENT CONTRACT NO . 775 Pursuant to C.R.S. § 37-45-131 NORDIC GARDENS LAND FUND, LLC, a Colorado limited liability company ("Applicant") has applied to the Basalt Water Conservancy District ("District") a political subdivision of the State of Colorado, organized pursuant to and existing by virtue of Section 37- 45-101, Colorado Revised Statutes, et se q., for an allotment contract for beneficial use of water rights owned, leased, or hereafter acquired by the District ("Contract"). By execution of this Contract, Applicant agrees to the following terms and conditions and those certain terms and conditions set forth in the attached Order, which is fully incorporated as a part of this Contract: 1. QUANTITY: In consideration of the covenants and conditions herein contained, Applicant shall be entitled to receive and apply to beneficial use 0.033 cubic feet of water per second from the District's direct flow rights and 1.5 acre feet per year of storage or other augmentation water owned or controlled by the District. Applicant shall restrict actual diversions and consumptive use under this Contract to these amounts. The Contract amount is based on the water requirements table attached hereto as Exhibit A. Any increase or change in the water requirements to be served by the District will require an amendment to the subject Contract. 2. SOURCE OF ALLOTTED WATER: Water rights allotted pursuant to this Contract shall be from the District's water rights decreed to the Basalt Conduit, Landis Canal, Stockman's Ditch Extension, Troy and Edith Ditch, Robinson Ditch, or other water rights hereafter acquired by the District, including the District's right to receive storage water from Ruedi Reservoir and Green Mountain Reservoir. The District shall have the right to designate the water right or Decree of the District from which the Applicant's allotted rights shall be obtained. The Applicant's use of any of the District's water rights shall be subject to any and all terms and conditions imposed by the Water Court on the use of the District's said rights. Exchange or augmentation releases made from the District's storage rights in Ruedi or Green Mountain Reservoirs or other works and facilities of the District shall be delivered to the Applicant at the outlet works of said storage facility and release of water at such outlet works shall constitute full performance of the District's delivery obligation. Delivery of water from the District's storage rights in Ruedi or Green Mountain Reservoir shall be subject to the District's lease contract with the United States Bureau of Reclamation and any rules and regulations promulgated pursuant thereto. Releases from other facilities available to the District shall be subject to the contracts, laws, rules, and regulations governing releases therefrom. Furthermore, the District hereby expressly reserves the right to store water and to make exchange releases from structures that may be built or controlled by the District in the future, so long as the water service to the Applicant pursuant to this agreement is not impaired by said action. 1 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 104 3. At Applicant's request, this water allotment contract supply and Applicant's structure(s) benefited hereunder have been included in the District's umbrella plan for augmentation decreed in Case No. 02CW77 ("Umbrella Plan"). Applicant agrees to pay $1,200.00 for inclusion in the Umbrella Plan contemporaneously with acceptance of this Order, unless otherwise agreed in writing by the parties, which amount is based on and limited to the type(s) and amount of water use made by Applicant as detailed in Exhibit A to this Water Allotment Contract. 4. PURPOSE AND LOCATION OF USE: Applicant will use the water rights allotted pursuant to this Contract for beneficial purposes by diversion at Applicant's point of diversion under the District's direct flow water rights and/or for use by augmentation or exchange. Applicant will use the water allotted by the District within or through facilities or upon lands owned, operated, or served by Applicant, which lands are described on Exhibit B attached hereto and incorporated herein by this reference; provided that the location and purpose of Applicant's use of said water shall be legally recognized and permitted by the applicable governmental authority having jurisdiction over the property served. Applicant's contemplated usage for the water allotted hereunder is for the following use or uses: __ Domestic/Municipal __ Industrial _X_Commercial __ Agricultural __ Other It is acknowledged that certain locations within the District may not be susceptible to service solely by the District's water rights allotted hereunder or the District's said water rights may not satisfy Applicant's needs and purposes. To the extent that service cannot be achieved by use of the District's allotted water rights, or in the event said service is inadequate, Applicant may utilize such other water rights, by way of supplementing the District's water rights, or otherwise, as is necessary to assure water service sufficiently reliable for Applicant's intended purpose or purposes . All lands, facilities and areas served by water rights allotted hereunder shall be situated within the boundaries of the District. Any quantity of the Applicant's allocation not delivered to or used by Applicant by the end of each water year shall revert to the water supplies of the District. Such reversion shall not entitle Applicant to any refund of payment made for such water. Water service provided by the District shall be limited to the amount of water available in priority at the original point of diversion of the District's applicable water right and neither the District, nor those entitled to utilize the District's decrees, may call on any greater amount at new or alternate points of diversion. The District shall request the Colorado State Engineer to estimate any conveyance losses between the original point and any alternate point and such estimate shall be deducted from this amount in each case. The District, or anyone using the District's decrees, may call on any additional sources of supply that may be available at an alternate point of diversion, but not at the original point of diversion, only as against water rights which are junior to the date of application for the alternate point of diversion. 2 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 105 In the event the Applicant intends to institute any legal proceedings for the approval of an augmentation plan and/or any change to an alternate point of diversion of the District's water right to allow the Applicant to utilize the water allotted hereunder, the Applicant shall give the District written notice of such intent. In the event the Applicant develops and adjudicates an alternate point of diversion and/or an augmentation plan to utilize the water allotted hereunder, Applicant shall not be obligated to bear or defray any legal or engineering expense of the District incurred by the District for the purpose of developing and adjudicating a plan of augmentation for the District. In any event, the District shall have the right to approve the Applicant's application for change of water right, and/or augmentation plan or other water supply plan involving the District's rights, and the Applicant shall provide the District copies of such application and of all pleadings and other papers filed with the Water Court in the adjudication thereof. The District reserves the exclusive right to review and approve any conditions which may be attached to judicial approval of Applicant's use of the District's water rights allotted hereunder. Applicant agrees to defray any out-of-pocket expenses incurred by the District in connection with the allotment of water rights hereunder, including, but not limited to, reimbursement of legal and engineering costs incurred in connection with any further water rights adjudication necessary to allow Applicant's use of such allotted water rights; provided, however, in the event any such adjudication involves more of the District's water rights than are allotted pursuant to this Contract, Applicant shall bear only a pro rata portion of such expenses. Applicant shall be solely responsible for providing the structures, works and facilities, if any, necessary to utilize the District's water rights allotted hereunder for Applicant's beneficial use. 5. PAYMENT: Applicant shall pay annually for the water service described herein at a price to be fixed annually by the Board of Directors of the District for such service. Payment of the annual fee shall be made, in full, within fifteen (15) days after the date of a notice from the District that the payment is due. Said notice will advise the Applicant, among other things, of the water delivery year to which the payment shall apply and the price which is applicable to that year. If a payment is not made by the due date, a late fee of $50 (or such other amount as the Board may set from time to time) will be assessed and final written notice of the delinquent account and late fee assessment will be sent by the District to the Applicant at Applicant's address set forth below. If payment is not made within thirty (30) days after said final written notice, the District may, at its option, elect to terminate all of the Applicant's right, title, or interest under this Contract, in which event the water right allotted hereunder may be transferred, leased or otherwise disposed of by the District at the discretion of its Board of Directors . In the event water deliveries hereunder are made by or pursuant to agreement with some other person, corporation, quasi-municipal entity, or governmental entity, and in the event the Applicant fails to make payments as required hereunder, the District may, at its sole option and request, authorize said person or entity to curtail the Applicant's water service 3 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 106 pursuant to this Contract, and in such event neither the District nor such persons or entity shall be liable for such curtailment. 6. APPROPRIATION OF FUNDS: The Applicant agrees that so long as this Contract is valid and in force, Applicant will budget and appropriate from such sources of revenues as may be legally available to the Applicant the funds necessary to make the annual payments in advance of water delivery pursuant to this Contract. The Applicant will hold harmless the District and any person or entity involved in the delivery of water pursuant to this Contract, for discontinuance in service due to the failure of Applicant to maintain the payments herein required on a current basis. 7. BENEFIT OF CONTRACT: The water right allotted hereunder shall be beneficially used for the purposes and in the manner specified herein and this Contract is for the exclusive benefit of the Applicant and shall not inure to the benefit of any successor, assign, or lessee of said Applicant without the prior written approval of the Board of Directors of the District. Upon the sale of the real property to which this Contract pertains, Applicant has a duty to make the buyer aware of this Contract and the need to assign the Contract to the buyer. However, prior written approval of the Board of Directors of the District is required before the assignment is effective. Payment of an assignment fee in an amount determined by the Board shall be required as a prerequisite to approval of the assignment. In the event the water right allotted hereunder is to be used for the benefit ofland which is now or will hereafter be subdivided or otherwise held or owned in separate ownership interest, the Applicant may assign the Applicant's rights hereunder only to a homeowners association, water district, water and sanitation district or other special district, or other entity properly organized and existing under and by virtue of the laws of the State of Colorado, and then only if such association, entity or special district establishes to the satisfaction of the Basalt Water Conservancy District that it has the ability and authority to assure its performance of the Applicant's obligations under this Contract. In no event shall the owner of a portion, but less than all, of the Applicant's property to be served under this Contract have any rights hereunder, except as such rights may exist through a homeowners association or special district as above provided . Any assignment of the Applicant's rights under this Contract shall be subject to and must comply with such requirements as the District has adopted or may hereafter adopt regarding assignment of Contract rights and the assumption of Contract obligations by assignees and successors, provided that such requirements shall uniformly apply to all allottees receiving District service. The restrictions on assignment as herein contained shall not preclude the District from holding the Applicant, or any successor to the Applicant, responsible for the performance of all or any part of the Applicant's covenants and agreements herein contained. 4 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 107 8. OTHER RULES: Applicant's rights under this Contract shall be subject to the Water Service Plan as adopted by the District and amended from time to time; provided that such Water Service Plan shall apply uniformly throughout the District among water users receiving the same service from the District. Applicant shall also be bound by all applicable law, including, for example, the provisions of the Water Conservancy Act of the State of Colorado, the Rules and Regulations of the Board of Directors of the District, the plumbing advisory, water conservation, and staged curtailment regulations, if any, applicable within the County in which the water allotted hereunder is to be used, together with all amendments of and supplements to any of the foregoing. 9. CURTAILMENT OF USE : The water service provided hereunder is expressly subject to the provisions of that certain Stipulation in Case No . 81CW253 on file in the District Court in Water Division 5 of the State of Colorado, which Stipulation provides, in part, for the possible curtailment of out-of-house municipal and domestic water demands upon the occurrence of certain events and upon the District giving notice of such curtailment, all as more fully set forth in said Stipulation. 10. OPERATION AND MAINTENANCE AGREEMENT: Applicant shall enter into an "Operation and Maintenance Agreement" with the District if and when the Board of Directors finds and determines that such an agreement is required by reason of additional or special services requested by the Applicant and provided by the District or by reason of the delivery or use of water by the Applicant for more than one of the classes of service which are defined in the Rules and Regulations of the Board of Directors of said District. Said agreement may contain, but not be limited to, provision for water delivery at times or by means not provided within the terms of standard allotment contracts of the District and additional annual monetary consideration for extension of District services and for additional administration, operation and maintenance costs, or for other costs to the District which may arise through services made available to the Applicant. 11. CHANGE OF USE: The District reserves the exclusive right to review and approve or disapprove any proposed change in use of the water right allotted hereunder. Any use other than that set forth herein or any lease or sale of the water or water rights allotted hereunder without the prior written approval of the District shall be deemed to be a material breach of this Contract. 12 . PRIOR RESOLUTION: The water service provided hereunder is expressly subject to that certain Resolution passed by the Board of Directors of the District on September 25, 1979, and all amendments thereto, as the same exists upon the date of this application and allotment Contract. 13 . NO FEE TITLE: It is understood and agreed that nothing herein shall give the Applicant any equitable or legal fee title interest or ownership in or to any of the water or water rights of the District, but that Applicant is entitled to the right to use the water right allotted hereunder, subject to the limitations, obligations and conditions of this Contract. 5 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 108 14 . COMPLIANCE WITH SECTION 404 OF THE CLEAN WATER ACT. Applicant shall comply with Section 404 of the Clean Water Act and consult with the Army Corps of Engineers to complete any Section 404 compliance that may be required as a result of the construction of any facilities necessary to use contract water. 15 . CONSERVATION PRACTICES: Applicant shall implement and use commonly accepted conservation practices with respect to the water and water rights allotted hereunder and shall be bound by any conservation plan hereafter adopted by the District, as the same may be amended from time to time . 16. WELL PERMIT: If Applicant intends to divert through a well, then Applicant must provide to District a copy of Applicant's valid well permit before the District is obligated to deliver any water hereunder, and it is the Applicant's continuous duty to maintain a valid well permit. Applicant shall also comply with all restrictions and limitations set forth in the well permit obtained from the Colorado Division of Water Resources. Applicant must comply with the well-spacing requirements set forth in C.R.S. § 37-90-137, as amended, if applicable . Compliance with said statutory well-spacing criteria shall be an express condition of the extension of service hereunder, and the District shall in no way be liable for an Applicant's failure to comply. Applicant agrees to mark the well in a conspicuous place with the permit number. 17. MEASURING DEVICE OR METER : Applicant agrees to provide, at its own expense, a totalizing flow meter with remote readout to continuously and accurately measure at all times all water diverted pursuant to the terms of Applicant's water right and the terms of this Contract. On or before November 15 of each year, Applicant will provide accurate readings from such device or meter (recorded on a monthly basis for the period November 1 through October 30 of each year) to District, the Division Engineer and Water Commissioner. Applicant acknowledges that failure to comply with this paragraph could result in legal action to terminate Applicant's diversion of water by the State of Colorado Division of Water Resources. By signing this Contract, Applicant hereby specifically allows District, through its authorized agent, to enter upon Applicant's property during ordinary business hours for the purposes of determining Applicant's actual use of water. 18 . CONTRACT TERMINATION: A. Termination by District: 1. The District may terminate this Contract for any violation or breach of the terms of this Contract by Applicant, or Applicant's breach of any other contract with the District. 2. The District may terminate this Contract if, in its discretion, any judicial or administrative proceedings initiated by Applicant threaten the 6 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 109 District's authority to contract for delivery or use of the District's water rights, or threaten the District's permits, water rights, or other interests of the District. B. Termination by Applicant: 1. Applicant may terminate this Contract in its entirety for any rea son by notifying the District in writing of the termination on or before April 1. Notice by said date will prevent the Applicant's liability for the next annual contract charge. 19. RECORDING OF MEMORANDUM: In lieu of recording this Water Allotment Contract, a Memorandum of Water Allotment Contract will be recorded with the Garfield County Clerk and Recorder's Office . The costs of recording the Memorandum shall be paid by Applicant. Applicant's Addres s: 2340 County Road 100 Carbondale, CO 81623 Telephone No.: (970) 379-3307 E-mail: kfkeating@ gmail.com STATE OF ............. ~-==~d0-' __ ) /}. ) ss. APPLICANT: NORDIC GARDENS LAND EUND, LLC, couNTY OF v,.,,Jw •. t:41vL ) Subscribed and sworn to before me this :J... ?/ ay of September, 2021, by Keith Keating as Managing Member for Nordic Gardens Land Fund, LLC, a Colorado limited liability company. WITNESS my hand and officia My commission expires : -·"""'O_,_~~~+--"'--'-+-"-'----'--"--=-) __ 7 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 110 Water User: Nordic Gardens Land Fund, LLC Analysis Date : July 30, 2021 District Area: A-4 Source Series: 4 Maximum Demand: 15.0 0.033 (GPM) (CFS) Total Demand (1) (2) (3) (4) Domestic Commercial Lawn Crop Month In-house Use lrrioation lrriaation January 0 000 0.033 0.000 0000 February 0 000 0.031 0000 0 000 March 0.000 0.033 0.000 0.000 April 0.000 0.032 0.061 0.000 May 0.000 0.033 0.306 0.000 June 0.000 0.032 0.380 0.000 July 0 000 0.033 0.363 0 000 August 0 000 0.033 0.221 0 000 September 0 000 0.032 0.202 0.000 October 0.000 0.033 0.072 0.000 November 0.000 0.032 0000 0.000 December 0.000 0.033 0 000 0.000 TOTALS--> 0 000 0.393 1605 0 000 (1) NUMBER OF RESIDENCES # persons/residence # aallons/oerson/dav (2) Commercial/Other Demand (af) 350 gpd (3) Sq. Ft. of Lawn Irrigated Lawn Application Rate (af/ac) {4} Acres of Crop Irrigated Crop Application Rate (af/ac) BASALT WATER CONSERVANCY DISTRICT WATER REQUIREMENTS (5) Livestock 0 000 0 000 0.000 0.000 0.000 0.000 0 000 0 000 0.000 0.000 0.000 0.000 0.000 0 3.5 100 0.393 27,400 2.586 0.00 0.000 (acre feet) (6) TOTAL 0.033 0.031 0.033 0.093 0.339 0.412 0.396 0.255 0.234 0.105 0.032 0.033 1.998 Assumptions AF Consumotive Use (7) (8) (9) (10) Domestic Commercial Lawn Crop In-house Use Irrigation Irrigation 0.000 0.005 0.000 0.000 0.000 0.005 0.000 0.000 0000 0.005 0.000 0.000 0 000 0.005 0.049 0000 0000 0.005 0.245 0000 0.000 0.005 0.304 0 000 0.000 0.005 0.290 0.000 0.000 0.005 0.177 0.000 0 000 0.005 0.161 0.000 0.000 0.005 0.058 0000 0.000 0.005 0000 0 000 0.000 0.005 0000 0 000 0 000 0.059 1.284 0.000 (5) # of Livestock @ 11 gals/day (7) % CU for Domestic/Commercial (9) % Lawn lrrig. Efficiency Consumption of lrrig (af/ac) (10) % Crop lrrig. Efficiency Consumption of lrrig. (af/ac) (9-10) Elevation (feet) *(12), (13) Total Includes 5% Transit Loss 10% from Green Mtn. (11) Livestock 0.000 0.000 0.000 0 000 0 000 0 000 0.000 0.000 0.000 0.000 0 000 0.000 0.000 0 15 80 2 069 80 0.000 6260 (12)* (13)* {14) Delayed Source of TOTAL Deoletions Aua/Reolace 0.006 0.088 GNM 0.005 0.085 GNM 0.006 0.084 GNM 0.060 0.091 GNM 0.277 0.127 GNM 0.343 0.167 GNM 0.328 0.184 GNM 0.202 0.173 GNM 0.185 0.158 GNM 0.070 0.134 GNM 0.005 0.107 GNM 0.006 0.094 GNM 1.492 1.492 Area A-4 Existing Well Permit No. 245829 Roaring Fork River Well Type C tT1 >< :::i:: -t:J:j ->-l > 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 111 EX HIBIT B L ega l Desc ription A PARCEL OF LANO SITUATED IN GOVERliMEHT LOTS 17 .MID 21. SECTION 36. TOWNSHIP 7 SOUTH. RANGE 88 WEST OF THE SIXTH PRINCIPA L MERIDIAN, A PORTION OF GOVERNMENT LOT 14, SECTION 31. TOWNSHIP 7 SOU TH, RANGE 87 WEST OF THE SIXTH PRINCIPAL MERIDIAN AND IN GOVERNMENT LOT 1. SECTION 1. TOWNSHIP 8 SOUTH , RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN. BEING HORE PARTICULARLY DESCRIBED AS FOLLOWS : BEGINNING AT THE NORTHEAST CORNER OF SAID SECTION 1 ALSO BEING THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 1 AND BEING THE SOUTHEAST CORNER OF SAID LOT 21; THENCE s . 49 DEGREES 35' oo · w. A DISTANCE OF 1440 . 63 FEET : THENCE N. 11 DEGREES 15 ' 19 " E. A DISTANCE OF 1518.13 FEET; THENCE N. 32 DEGREES 24 ' 47" W. A DISTANCE OF 144.17 FEET ; THENCE N. 65 DEGREES 19 ' 05 " W. A DISTANCE OF 101.49 FEE T: THENCE N. 10 DEGREES 13 ' 55 ° W. A DISTANCE OF 210.22 FEET TO A POIN T ON THE SOUTHERLY RIG HT-OF-WAY LINE OF THE DENVER AND RIO GRANDE WESTERN RAILROAD; THENCE ALONG SAID SOUTHERLY RIGHT -C1f --WAY N. 81 DEGREES 22' 43 " E. A DISTANCE OF 1533 .00 FEET TO A POINT ON THE EAS T LINE OF SAID LOT 14 ; THENCE ALONG SAID EAST LINES . 00 OEGREES 30' 00 " E. A DISTANCE OF 431 .39 FEET TO THE SOUTHEAST CORNER OF SAID LOT 14 ; THENCE ALONG THE SOUTH LINE OF SAID LOT 14 S. 89 DEGREES 10 ' 00 " W. A DISTANCE OF 512 .04 FEET TO THE SOUTHWEST CORNER OF SAID LOT 14 ALSO BEING THE NORTHEAS T CORNER OF SA I D LOT 21 AND A POINT ON THE EAST LINE OF SAID SECTION 36 ; THENCE S. 00 DEGREES 00 ' 33 " W. ALONG SAID EAS T LINE A DIS TANCE OF 716.86 FEET ro THE POIN T OF BEGINNING. COUNTY OF GARFIELD STA TE OF COLORADO 9 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 112 ORDER GRANTING APPLICATION FOR ALLOTMENT CONTRACT NORDIC GARDENS LAND FUND, LLC CONTRACT NO. 775 Application having been made by or on behalf of NORDIC GARDENS LAND FUND, LLC, a Colorado limited liability company, and hearing on said Application having been duly held, it is hereby ordered that said Application be granted and that the attached Water Allotment Contract for 0.033 cubic feet of water per second from the District's direct flow rights and 1.5 acre feet per year of storage/augmentation water owned or controlled by the District is hereby approved and executed by and on behalf of the Basalt Water Conservancy District, for the beneficial use of the water allotted in the attached Contract, upon the terms, conditions and manner of payment as therein specified and subject to the following specific conditions: 1. The Applicant has acknowledged that the land to be benefited by the attached Contract is described on Exhibit A attached hereto and incorporated herein by this reference . 2. In the event of the division of the property served by this Contract into two or more parcels owned by different persons, the Applicant shall establish a homeowners association or other entity acceptable to the District for the ongoing payment of charges due under the approved Contract following subdivision of the property. The Applicant shall give notice to purchasers of all or any part of the subject property of the obligation of this Contract and shall record such notice in the record s of the Clerk and Recorder of Garfield County, Colorado. Applicant and their successors and assigns shall comply with all rules and regulations now existing or hereafter adopted by the District, including enforcing payment of charges due under the approved Contract by present and future owners of all or any part of the real property served under this Contract. 3. Any allotment of less than 1.0 acre foot of storage water in Paragraph 1 of the attached Contract shall be deemed 1.0 acre foot for purposes of establishing the annual water service charge for such water allotment. 4. The Applicant shall provide the District proof that the proposed land use of the land to be benefited by the water allotted hereunder has been approved by the applicable governmental authorities having jurisdiction over such land use, including evidence satisfactory to the District that each lot or parcel to be benefited hereunder is legally subdivided. 5. Any well permits issued on the basis of this Contract shall be applied for and issued in the nam~ of the Applicant. 6. This Contract is conditioned upon and water may be delivered hereunder only in conformity with a water rights plan of augmentation decreed by the Water Court of Water Division No. 5, including Case No. 02CW77. Any and all conditions imposed upon the release and diversion of the water allotted hereunder in the decree of said Water Court shall be incorporated herein as a condition of approval of this Contract. Granting of this Allotment -1 - 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 113 Contract does not constitute the District's representation that the Applicant will receive a well permit or water rights decree for the land to be benefited hereby. 7. If Applicant intends to divert water through a well or wells , Applicant shall provide the District a copy of Applicant's valid well permit for each such well before the District is obligated to deliver water for the benefit of Applicant hereunder. Applicant must comply with the well-spacing requirements set forth in C.R.S. § 37-90-137, as amended, if applicable. Compliance with said statutory well-spacing criteria shall be an express condition of the extension of service hereunder, and the District shall in no way be liable for an Applicant's failure to comply. Approved this 14th day of September, 2021. NCY DISTRICT President Attest: - 2 - 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 114 Water Distribution Plan Please see Exhibit C EXHIBIT A Legal Description A PARCEL OF LAND SITUATED IN GOVERl~M£KT LOTS 17 AND 21. SECTION 36. TOWNSHIP 7 SOUTH. RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN. A PORTION OF GOVERNMENT LOT 14, SECTION 31, TOWNSHIP 7 SOUTH. RANGE 87 WEST OF THE SIXTH PRINCIPAL MERIDIAN AND IN GOVERNMENT LOT 1, SECTION 1. TOWNSHIP 8 SOUTH, RANGE B8 WEST OF THE SIXTH PRINCIPAL MERIDIAN, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SECTION 1 ALSO BElNG THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 1 AND BEING THE SOUTHEAST CORNER OF SAID LOT 21: THENCE s. 49 DEGREES 35 ' oo · w. A DISTANCE OF 1440 . 63 FEET: THENCE N. 11 DEGREES 15 ' 19" E. A DISTANCE OF 1518.13 FEET: THENCE N. 32 DEGREES 24' 47" W. A DISTANCE OF 144.17 FEET; THENCE N. 65 DEGREES 19' 05~ W. A DISTANCE OF 101.49 FEET : THENCE N. 10 DEGREES 13' 55 " W. A DISTANCE OF 210.22 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF THE DENVER AND RIO GRANDE WESTERN RAILROAD; THENCE ALONG SAID SOUTHERLY RIGHT ~)F -WAY N. 81 DEGREES 22 ' 43 " E. A DISTANCE OF 1533.00 FEET TO A POINT ON THE EAST LINE OF SAID LOT 14 ~ THENCE ALONG SAID EAST LINES . 00 OEGREES 30' 00" E. A DISTANCE OF 431 .39 FEET TO THE SOUTHEAST CORNER OF SAID LOT 14: THENCE ALONG THE SOUTH LINE OF SAID LOT 14 S . 89 DEGREES 10 · 00" W. A DISTANCE OF 512.04 FEET TO THE SOUTHWEST CORNER OF SAID LOT 14 ALSO BEING THE NORTHEAS T CORNER OF SAID LOT 21 AND A POINT ON THE EAST LINE OF SAID SECTION 36 ; THENCE s. 00 DEGREES oo· 33 " w. ALONG SAID EAST LINE A DISTANCE OF 716.86 FEET TO THE POINT OF B£GINHIHG. COUNTY OF GARFIELD STATE OF COLORADO •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• • • • • • • • • • • • • • • • • • • •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• 33 Four Wheel Drive Road Carbondale, CO 81623 970.309.5259 carla.ostberg@gmail.com November 20, 2019 Project No. C1472 Keith Keating kfkeating@gmail.com Subsurface Investigation and Onsite Wastewater Treatment System Design Office and Future Shop 2340 CR 100 Garfield County, Colorado Keith, CBO Inc. performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 35.02-acre property is located outside of Carbondale, in an area where OWTSs and wells are necessary. Designed documents have been updated to better accommodate elevations on the property. Documents dated October 19, 2019 should be discarded and replaced with design documents dated November 20, 2019. Legal Description: Section: 36 Township: 7 Range: 88 A PARCEL OF LAND IN GOVERNMENT LOTS 17 AND 21, A PORTION OF GOVERNMENT LOT 14, SEC. 31, TWN 7, RNG 87, AND IN GOVENMENT LOT 1, SEC. 1, TWN 8, RNG 88. Parcel ID: 2393-364-00-267 SITE CONDITIONS The property is currently developed with a mobile home set on a permanent foundation used as an office. The office is currently served by a vault which must be pumped periodically. A future shop is proposed to the east of the existing office. The remaining property is used as a storage yard for landscaping materials and excavation equipment. The office is used for full time (8-hour) office employees in addition to employees that begin and end the day at the property but typically work off-site. Anticipated occupancy includes 2 office employees, 4 off-site employees, and 2 shop employees. Fixtures in the office include a toilet and sink. Fixtures in the future shop will also include a toilet and sink. There is a desire to upgrade the existing vault system that must be pumped periodically to an OWTS consisting of both a septic tank and soil treatment area (STA). The property lies on the south side of County Road 100. A ditch enters the property from the north and another from the east. The two ditches join together to the east of the office and bisect the northern portion of the property from east to west. No OWTS component will come within 50-feet of the ditch. A Railroad Right of Way encompasses the northern portion of the property. A private well is located south of the Railroad Right of Way, to the west of the entrance to the property. The septic tank will be located at least 50-feet from the proposed septic tank and 100-feet from the STA. No sewer line will come within 50-feet of the well. The proposed STA location is relatively flat and will require mounding to high seasonal groundwater. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 115 Wastewater Management and System Plan (4-203.N) Subsurface Investigation and Onsite Wastewater Treatement System Design (The following design can accomodate 20 on site employees, but is currently being updated to align with the traffic study findings, which note a maximum employee occupancy of 26.) CBO IN<. Page 2 There should be no traffic or staging of material over the future STA site to avoid compaction of soils prior to construction of the STA. SUBSURFACE The subsurface was investigated on September 16, 2019 by digging two soil profile test pit excavations (Test Pits). A visual and tactile soil analysis was completed by Carla Ostberg at the time of excavation.1 The materials encountered in the Test Pit #1 consisted of sandy loam topsoil to 2.0-feet, underlain by medium brown sand and cobbles (exceeding 35% volume) to a maximum depth explored of 5.5-feet. Groundwater was encountered at 5-feet below grade. The materials encountered in Test Pit #2 were consistent with those encountered in Test Pit #1. Groundwater was encountered at 5-feet below grade. A tactile analysis of the soils was taken from Test Pit #1 at 3-feet below grade. Soil structure grade was loose. The soil formed a ball but no ribbon. Soil structure shape was single-grain and consistence was loose. Soil texture was gritty. We are estimating high seasonal groundwater at 2-feet below grade for the purpose of this design. STA sizing is based on Soil Type R-0. A pressure dosed sand filter with minimum 3-feet of sand filter material, partially mounded, is proposed. A long term acceptance rate (LTAR) of 0.8 gallons per square foot will be used to design the OWTS. Digging test pits profile Test Pit #1 1 Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 116 Page 3 2-feet of topsoil underlain by sand and cobbles Groundwater at 5-feet 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 117 Page 4 DESIGN SPECIFICATIONS The existing septic tank serving as a vault will be abandoned by pumping and crushing the top, sides, and bottom and filling the void with onsite materials or by removing. Design Calculations: 4 office/shop employees + 4 offsite employees beginning and ending the day at the property Toilet/sink in office + toilet/sink in future shop 8 employees x 15 GPD/employee = 120 GPD Using Average Design Flow = 300 GPD LTAR = 0.8 GPD/SF (unlined sand filter, secondary sand) 300 GPD / 0.8 GPD/SF = 375 SF The new OWTS design is based on an average daily wastewater flow of 300 GPD, which is equivalent to a 2-bedroom residence. For the purposes of this OWTS design, Benchmark Elevation has been established as 100’ at the finished floor of the office. CBO Inc. should be notified of any discrepancies or problems with grade elevations of proposed components during installation of the OWTS. The site plan provided did not include elevations or topography. Elevations must be shot prior to installation of OWTS components. See Sheet C1 Sewer Profile for elevations. OWTS Component Minimum Elevation Primary Tank Inlet Invert 94.58’ Primary Tank Outlet Invert 94.33’ Pump Tank Invert 91.35’ Infiltrative Surface of Mounded Sand Filter 94’ The 4-inch diameter sewer line exiting the office must have a double-sweep clean out and a minimum 2% grade to the septic tank. The sewer line will run under the driveway. We recommend minimum Schedule 40 or a minimum Schedule 40 encasement pipe under the driveway. The system installation will include a 1000-gallon, two-compartment Valley Precast concrete septic tank with an effluent filter on the outlet tee. Deadmen should be used to anchor the septic tank if high seasonal groundwater is anticipated within 2-feet of the top of the septic tank. Water-tight risers and lids must be used to bring access to grade. A 4-inch sewer line (Schedule 40 required under all driveways and traffic areas) exiting the septic tank must have a minimum 1% grade to the pump tank. Clean outs must be installed at least every 100-feet on this section of sewer line. A 500-gallon, single-compartment concrete pump tank with an Orenco® Biotube Pump Vault and an Orenco® PF3005 pump must be installed near the STA. Deadmen should be used to anchor the septic tank if high seasonal groundwater is anticipated within 2-feet of the top of the septic tank. Water-tight risers and lids must be used to bring access to grade. The floats should be set to dose approximately 70 gallons each pump cycle, allowing approximately 5 gallons of drain back after each pump cycle. The control panel for the pump must be located within line of sight of the septic tank. We recommend Valley Precast out of Buena Vista be contracted for start-up of the pumping system. The 1.5-inch diameter pump line must maintain a minimum 1% slope for drain back to the septic tank after each pump cycle. Effluent will be pressure dosed through a 1.5-inch diameter pump line to a partially mounded, 12’ x 32’ unlined sand filter with a minimum of 3-feet of sand filter material. The area must be over-excavated to 2- 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 118 Page 5 feet below native grade. Sand filter material must be clean, coarse sand, all passing a screen having four meshes to the inch. The sand must have an effective size between 0.15 and 0.60 mm. The uniformity coefficient must be 7.0 or less. Material meeting ASTM 33, for concrete sand, with three percent or less fines passing 200 mesh sieve may be used. A gradation of the sand media must be provided. Laterals will be connected with a 1.5-inch diameter level manifold. Laterals used to disperse the effluent must be surrounded by washed coarse screened gravel or crushed stone (minimum 6-inches below and minimum 2-inches above laterals). All of the gravel or stone must pass a 2 ½-inch screen and must be retained on a ¾-inch screen. Laterals must be 1.5-inches in diameter with 5/32-inch diameter orifices facing down, spaced 2-feet on center (OC). We recommend Orenco® Orifice Shields be installed on the laterals at each orifice. Laterals will begin 2-feet from the edges of the filter, with 4-feet between each lateral. Each 1.5-inch diameter lateral must end in a sweeping ell facing up with a ball valve for flushing. A soil separation fabric should be placed over the gravel layer followed by approximately 1-foot of topsoil or other suitable soil able to support vegetative growth. The mounded sand filter material will extend 1-feet above native grade, with approximately 2 additional feet for pipe and gravel distribution media and topsoil cover, totaling approximately 3-feet above grade. The mound must have a minimum 3:1 slope (horizontal :vertical); therefore, the basal area will extend approximately 9-feet beyond the sand filter on all sides. Soils in the sloped perimeter areas of the mound must be well draining and able to support vegetative growth. This soil must be approved by this office prior to installation. The mound must be crowned in a manner to promote drainage off of the STA. The component manufacturers are typical of applications used by contractors and engineers in this area. Alternatives may be considered or recommended by contacting our office. Construction must be according to Garfield County On-Site Wastewater Treatment System Regulations, the OWTS Permit provided by Garfield County Building Department, and this design. INSTALLATION CONTRACTOR CBO Inc. expects that the installer be experienced and qualified to perform the scope of work outlined in this design. The installer must review this design thoroughly and coordinate with our office in advance of installation. Any additional conditions in this design or county permit must be completed and documented prior to final approval of the OWTS installation. Communication between the installer and this office is expected throughout the installation. INSTALLATION OBSERVATIONS CBO Inc. must view the OWTS during construction. The OWTS observation should be performed before backfill, after placement of OWTS components. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. CBO Inc. should be notified 48 hours in advance to observe the installation. In an effort to improve the accuracy of the record drawing, we request that the installer provide a sketch of the installation, including path of the sewer lines, water line installation (if applicable), septic tank location, STA location, and measurements from building corners or another fixed objects on the property. This sketch is most easily provided on Sheet W2.0 of the OWTS Design Packet. Photographs of the installation and final cover are also requested to supplement our installation documentation. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 119 Page 6 REVEGETATION REQUIREMENTS An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire disturbed area of the OWTS installation. A mixture of native grass seed that has good soil stabilizing characteristics (but without taproots), provides a maximum transpiration rate, and competes well with successional species. No trees or shrubs, or any vegetation requiring regular irrigation shall be placed over the STA. Until vegetation is reestablished, erosion and sediment control measures shall be implemented and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation cover. OPERATION INFORMATION AND MAINTENANCE The property owner shall be responsible for the operation and maintenance of each OWTS servicing the property. The property owner is responsible for maintaining service contracts for manufactured units, alternating STAs, and any other components needing maintenance. Geo-fabrics or plastics should not be used over the STA. No heavy equipment, machinery, or materials should be placed on the backfilled STA. Machines with tracks (not wheels) should be used during construction of the STA for better weight distribution. Livestock should not graze on the STA. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWTS. For example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a STA. If an effluent filter or screen has been installed in the OWTS, we recommend this filter or screen be cleaned annually, or as needed. If the OWTS consists of a pressurized pump system, we recommend the laterals be flushed annually, or as needed. The homeowner should pump the septic tank every two years, or as needed gauged by measurement of solids in the tank. Garbage disposal use should be minimized, and non-biodegradable materials should not be placed into the OWTS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS. Mechanical room drains should not discharge into the OWTS. The OWTS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, weep holes must be installed to allow pump lines to drain to minimize risk of freezing. The pump shall have an audible and visual alarm notification in the event of excessively high water conditions and shall be connected to a control breaker separate from the high water alarm breaker and from any other control system circuits. The pump system shall have a switch so the pump can be manually operated. Excavation equipment must not drive on excavation of the STA due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Backfill over the STA must be uniform and granular with no material greater than minus 3-inch. LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, CBO Inc. should be notified. All OWTS construction must be according to the county regulations. Requirements not specified in this report must follow applicable county regulations. The contractor should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Licensing of Systems Contractors may be required by county regulation. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 120 Page 7 11-24-2019 Please call with questions. Sincerely, CBO Inc. Reviewed By: Carla Ostberg, MPH, REHS 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 121 Pump Selection for a Pressurized System - Single Family Residence Project C1472 / Nordic Gardens / 2340 CR 100 Parameters Discharge Assembly Size Transport Length Transport Pipe Class Transport Line Size Distributing Valve Model Max Elevation Lift Manifold Length Manifold Pipe Class Manifold Pipe Size Number of Laterals per Cell Lateral Length Lateral Pipe Class Lateral Pipe Size Orifice Size Orifice Spacing Residual Head Flow Meter 'Add-on' Friction Losses 1.25 45 40 1.50 None 3 20 40 1.50 3 30 40 1.50 5/32 2 5 None 0 inches feet inches feet feet inches feet inches inches feet feet inches feet Calculations Minimum Flow Rate per Orifice Number of Orifices per Zone Total Flow Rate per Zone Number of Laterals per Zone % Flow Differential 1st/Last Orifice Transport Velocity 0.68 48 32.5 3 0.8 5.1 gpm gpm % fps Frictional Head Losses Loss through Discharge Loss in Transport Loss through Valve Loss in Manifold Loss in Laterals Loss through Flowmeter 'Add-on' Friction Losses 7.4 2.7 0.0 0.3 0.1 0.0 0.0 feet feet feet feet feet feet feet Pipe Volumes Vol of Transport Line Vol of Manifold Vol of Laterals per Zone Total Volume 4.8 2.1 9.5 16.4 gals gals gals gals Minimum Pump Requirements Design Flow Rate Total Dynamic Head 32.5 18.6 gpm feet 0 5 10 15 20 25 30 35 40 0 50 100 150 200 250 300 Net Discharge (gpm) PumpData PF3005 High Head Effluent Pump 30 GPM, 1/2HP 115/230V 1Ø 60Hz, 200V 3Ø 60Hz PF3007 High Head Effluent Pump 30 GPM, 3/4HP 230V 1Ø 60Hz, 200/460V 3Ø 60Hz PF3010 High Head Effluent Pump 30 GPM, 1HP 230V 1Ø 60Hz, 200/460V 3Ø 60Hz PF3015 High Head Effluent Pump 30 GPM, 1-1/2HP 230V 1Ø 60Hz, 200/230/460V 3Ø 60Hz Legend System Curve: Pump Curve: Pump Optimal Range: Operating Point: Design Point: 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 122 '-'- '- 1,--... 1-.1-.._, i..i-i...-i-i-i...-i-i-i..i-1....-1- h I\ r,.. r,.. r,.. I\ i-i..i-i-l!-l-~1'.-1,-1 '-~'-i-~~~ r,.. ~ 1 I r',. 0 0 Al-UtPrSswr PROFILEBYNO. DATEPROJECT NO.REVISIONDRAWN:CHECKED:DATESCALERB Civil LLCPhone (970) 471-1103www.rbcivil.com79 Ermine LaneCarbondale, Colorado 81623C1472NORDIC GARDENS2340 CR 100GARFIELD COUNTY, COLORADOSEWER PROFILERABRAB1" = 40'11/24/2019C1C:\CIVIL\Project CBO\C1472 Nordic Gardens OfFuSh\Dwg\C1472 Nordic OWTS Profile-RBC.dwg, 11/24/2019 2:39:18 PM, DWG To PDF.pc32340 County Road 100 - Nordic Gardens Land Fund, LLC: 123 a 101 100 99 . ,.; .. PIPi iNVERT @ MAN.IFOLD. I :~ ~~l~ysrc/~~0~uJ~ ~!_NNK I :: • ! /";1~-~ = 93 I ,;. ~ ~ . I . 101 100 99 98 97 96 92 . ·8,;.~ -1.00% 4" PIPE NVERT ST:~i:;tg~ 1.5" Pl~E INVERT O TANK OUTLET PIPE INVERT 111 91 +--"'\---'-"-"-''-'-"'='--~-'-----~--'----~----'--~--'---~.,__ __ --'-""-=--"",'-'=-'-'-"'-'=--"'-'-'""-'---+-'---'-----'-4----'-~ -O> I') <D " <D N <D . I'-. I'-.N . I'-I') • I') • I') • v . O> -O> oi O> N O> N O> O> O> 4+20 4+00 3+50 3+00 2+50 2+00 " <D -<D .N . I'-v . I[) • O> I') O> I') O> O> 1+50 1+00 <D <D ,N I[) • O> v O> 0+50 0 I'-d "-: 0 <D -O> 0+00 -0+15 11 24 2019 GROUND ELEVS BY CONTRACTOR (IN FEET) 1 inch=4 ft VERTICAL RAB eAll811B!:FORl:fallb!G Cmlnlcto'1'1olcdl 970-6&l-753tll;r IDOTutlaiesilROW 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 124 N ( ~ 25' 50' / Scale: 1" = 50'=0" CBOlnc. ;:-..a.:....7 __________ _ 33 FourWh ' Carbondale eel Drive Road Phone 970.:lg;~2~~o 81623 --~~~~~=;-:--------____ .:...:..:,:::!... __ ca~rla:.o:s:tb:erg~@~~-cor gma,1.com Nordic Gard ens Land F 2340 cR 100 und Garfield Coun p . ty, Colorado roJect Number. C 14 72 : 10/19/19 : 11/20/1 ned by: CB wed by: RB by: DD Sheet 1 OF 4 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 125 o· 10' 20' \ Scale: 1 • = 20'=0" /FENCE -\ \/OWELL \ \ _J \ 1.5" DIA SCH-40 LEVEL MANIFOLD TOE OF SLOPE BASAL AREA EXTENDING APPROX. 9' FROM SAND FILTER 0 PROPOSED OWT~ _{;?Jr"T AREA) CBO Inc. 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 .:..~,., .... -~ .,, ._.,_ ... , .• _-. .• ,... • carla@allserviceseptic.com "--ESTIMATED LOCATION OF WELL IS DRIVE EPRESENTS A 16 FOOT WI ESS AND UTILITY EA T: BOOK 1442 PAGE Nordic Gardens Land Fund 2340 CR 100 Garfield County, Colorado Project Number: C1472 ------50-FOOT SETBACK FROM DITCH 1000-GALLON, TWO-COMPARTMENT CONCRETE SEPTIC TANK WITH AN EFFLUENT FILTER. RISERS AND LIDS TO GRADE. ANCHOR WITH DEADMEN, IF NECESSARY. 4" DIA SCH-40 SEWER LINE ----(MIN 1% SLOPE TO PUMP TANK) -----"'-GUY WIRE OFFICE \ 4" DIA SDR-35 SEWER PIPE WITH CLEANOUT MIN 2% FALL TO TANK ~DITCH 0 PROPOSED OWT~ _{~ff TIC TANK) Date: 10/19/19 Revised: 11/20/19 Designed by: CBO Reviewed by: RB Drawn by: DD W2.0 Sheet 2 OF 4 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 126 CBO Inc. 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla.ostberg@gmail.com BASAL AREA OF MOUND MUST EXTEND FOR A MINIMUM 3:1 SLOPE. i I I I END EACH LATERAL IN A 90" LONG ::.iE:~~EEl~L :i~~~ ~6:1TH A ACCESSIBLE AT ,RADE I I JL I I io w g L __________ _ -I V) 1.5" DIA SCH-40 PVC LATERALS WITH 5/32" DIA ORIFICE HOLES FACING DOWN AT 2' O.C. 'Y ESTIMATED HIGH SEASONAL GROUNDWATER 2' OBSERVED GROUNDWATER 5' 0 MOUNDED SAN'2,,,\l'iL7R PLAN '>r-++-.... --.----..... -----...--H"""", '---------12~-------' 7 I 12' x 32' PRE~SURE DOSED UNLINED SAND FILTER (MIN. 3' ASTM C-33 CONCRETE ~AND) WITH THREE 1.5" DIA SCH-40 PVC LATERALS WITH 5/32" DIA ORIFICE~ (WITH ORIFICE SHIELD) FACING DOiN AT 2' O.C. 1.5" DIA SCH-40 PUMP LINE (MIN 1% DRl)INBACK TO TANK) 1.5" DIA SCHt4D LEVEL MANIFOLD ~g~~~~1g~I:~iT AT EACH I I _ _ _J FLUSHING VALVES INSPECTION PORT AT EACH CORNER SAND FILTER MATERIAL ·seCONDARY SANO" EFFECTIVE SIZE = 0.15 -0.06 mm UNIFORMITY COEFFICIENT <7.0 o/o FINES PASSING #200 s1EVE9.o @MOUNDED SAN'2,,,i;J'iL7R SECTION (EXTENDING 1' ABOVE NATIVE GRADE) Nordic Gardens Land Fund 2340 CR 100 Garfield County, Colorado Project Number: C1472 Date: 10/19/19 Revised: 11/20/19 Designed by: CBO Reviewed by: RB Drawn by: DD W3.0 Sheet 3 OF 4 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 127 SLIP-ON PVC CAP DO NOT GLUE INSULATED COPPER TRACER WIRE 4" DIA SDR-35 SEWER LINE SLIP-ON PVC CAP DO NOT GLUE SPRINKLER VALVE BOX AT GRADE ~-"' FINAL GRADE VALVE ECCENTRIC TO CENTER OF VALVE BOX STAFILTER----'.9,8,l 1/4" DIA HOLE DRILLED INTO TWO SIDES OF PIPE FOR VENTILATION (BELOW SLIP ON CAP) 0 CLEAN OUT DEJi~~-DESIGN OFFICE / FUTURE SHOP ESTIMATED 300 GPD WASTEWATER FLOW= 300 GALLONS/DAY TANK: MIN. 1000 GALLONS USE 1000 GALLON, 2-COMPARTMENT CONCRETE SEPTIC TANK WITH AN ORENGO PUMPING SYSTEM IN THE 2ND COMPARTMENT OF THE SEPTIC TANK. SOIL TREATMENT AREA (STA): LONG TERM ACCEPTANCE RATE (LTAR) = 0.8 GAU SQ FT CALCULATED STA= Q/LTAR = 300/0.8 = 375 SF MEDIA PRESSURE DOSED, UNLINED SAND FILTER, MOUNDED= 375 SF CHAMBERS FOOTPRINT= 12' X 32' CBO Inc. 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla.ostberg@gmail.com @INSPECTION PORT DETAIL '"'"°""" SOIL PROFILE TEST PIT NO. 1 0 4 10 MEDIUM BROWN TOPSOIL MEDIUM BROWN LOAMY SAND WITH COBBLES (GREATER THAN 35%) GROUNDWATER OBSERVED AT 5-FEET G)SOILS LOG Adlld!.'&11 Nordic Gardens Land Fund 2340 CR 100 Garfield County, Colorado Project Number: C1472 10" DIA VALVE BOX WITH SECURED LID 1.5" PVC SLIP X MALE PIPE THREAD ADAPTOR W/CAP nll--f!,;;1ffl!-"---1.5" DIA BALL VALVE ----1.5" DIA SCH-40 PVC LONG SWEEP 90' ELBOW c--------CHAMBERENDCAP ---------1.5" DIA SCH-40 PVC SUSPENDED LATERAL SOIL PROFILE TEST PIT NO. 2 MEDIUM BROWN TOPSOIL MEDIUM BROWN LOAMY SAND WITH COBBLES (GREATER THAN 35%) GROUNDWATER OBSERVED AT 5-FEET LEGEND topsoil n loamy sand Date: 10/19/19 Revised: 11/20/19 Designed by: CBO Reviewed by: RB Drawn by: DD W4.0 Sheet4 OF 4 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 128 Item# 1000T-2CP Top View 1000 Gallon Top Seam Two Compartment ~-----111"-----~ utyl Rubber Sealant Section View 6 II 5 II _: .. 411 . .• .;. ... ~-----10611-----~ Digging Specs Invert Dimensions *Meets ASTM C-1227 spec lncludlng C-1644-06 for reslllent connectors 11· Long x r Wide Inlet Outlet Length Width Height se-below inlet invert 55• 53• 111· eo■ 68" • 6000 psi concrete Netca Inlet Side Outlet Side Total • Delivered complete with intemal piping 687 gallons 323 gallons 1,010 gallons • PVC, poly or concrete risers available • Option of pump or siphon installed Net Weight Lid Tank Total 2,6201bs 9,3801bs 12,000lbs Water & (719) 3954764 28XJ5Q>. Rd. 317 Wastewater P.O. Ba><925 0 VALLEY ::: Fax: (719)395-3727 BuenaVlsla.COS1211 0 PRECAST, Inc. • Service Websll8: www.valleyprecast.com Emall: frontdesk@valleyprecast.com • Has 5-10 times more flow area than other brands, so lasts many times longer between clean- ings, increasing homeowner satisfaction • Installs in min- utes inside new or existing tanks; extendible tee handle for easy removal • Easy to clean by simply hosing off whenever the tank needs pumping • Removes about two-thirds of sus- pended solids, on average, extending drainfield life • Corrosion-proof construction, to ensure long life • Lifetime warranty Residential Biotube® Effluent Filters Applications Our patented* 4-in. (100-mm) Biotube Effluent Filters, Biotube Jr., Biotube Insert Filters, and Biotube Base Inlet Filters are ideal for residential septic tanks and have a lifetime warranty. They prevent large solids from leaving the tank, dramatically improving wastewater quality and extending the life of residential drainfields. Standard Features & Benefits • Alarm available, to signal the need for cleaning • Flow modulating discharge orifices available to limit flow rate leaving tank, mitigat- ing surges and increasing retention time • Custom and commercial sizes available Effluent from the relatively clear zone of the septic tank, between the scum and sludge layers, horizontally enters the Biotube Effluent Filter. Effluent then enters the annular space between the housing and the Biotubes, utilizing the Biotubes’ entire surface for filtering. Particles larger than the Biotube’s mesh are prevented from leaving the tank. Optional Features & Benefits Biotube Filtering Process 8-in. (200-mm) Base Inlet Filter 4-in. (100-mm) Insert Filter 4-in. (100-mm) Biotube Jr. (4-in. Biotube cartridge avail- able separately as Insert Filter) Orenco’s superior effluent filters resist clogging better than all other brands. Our stan- dard, full-sized 4-in. (100-mm) Biotube Effluent Filter provides maximum long-term protection in a complete package, with housing. Our 4-in. (100-mm) Biotube Jr., at half the size of our standard model, has more filtering capacity than the full-sized filters sold by other manufacturers. For tanks with existing outlet tees, the Biotube Insert Filter is ideal. And for low-profile tanks, there’s the Base Inlet Filter. * Covered by patent numbers 5,492,635 and 4,439,323 4-in. (100-mm) Biotube Effluent Filter APS-FT-1 Rev. 3.4 © 11/10 Orenco Systems®, Inc. To Order Call your nearest Orenco Systems®, Inc. distributor. For nearest distribu- tor, call Orenco at 800-348-9843 or go to www.orenco.com and click on “Distributor Locator.” 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 129 •• Orenco Systems" Incorporated Changing the \¥)iy the World Does Wastewater " www.orenco.com Nomenclatures Riser wall Tank wall Filter housing Extendible PVC handle Stainless steel set screws Top seal plate Air vents Biotube® filter cartridge Solid base 4-in. Biotube Effluent Filter 4-in. Biotube Jr. 4-in. Biotube Filter (standard) 4-in. Biotube Jr. (includes cartridge and housing) Distributed By: 8-in. Biotube Filter (base inlet model) 4-in. Biotube Filter Insert (cartridge only) Junior series FT J0418 Biotube effluent filter series Filter diameter (inches) Cartridge height (inches) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee Options: Blank = no options M = flow modulation plate installed A = float bracket attached Blank = 1/8" filtration P = 1/16" filtration Insert FT i0418 Biotube effluent filter series Filter diameter (inches) Cartridge height (inches) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee - For customized options (e.g., NC indicates North Carolina regions) - Blank = 1/8" filtration P = 1/16" filtration FT 04 Biotube effluent filter series Filter diameter (inches) Housing height: 36" and 44" are standard Options: Blank = no options M = flow modulation plate installed A = float bracket attached Cartridge height: 28" and 36" are standard - Blank = 1/8" filtration P = 1/16" filtration W = fits Type 3034 outlet pipe S = fits Schedule 40 outlet pipe FT 2208 14 B Biotube effluent filter series Housing height: 22" standard Cartridge height: 14" standard Options: A = float bracket FS = 2" outlet orifice FSO = 2" outlet orifice and overflow plate* Base inlet model - Blank = 1/8" filtration P = 1/16" filtration Filter diameter (inches) 08 = 8" * Also available with coupling and sleeve as a “kit”: FT-OVERFLOWKIT 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 130 000 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 131 Double Walled PVC Riser & Lid Options Poly Lid (Static load tested to 5000 lbs) • Skid resistance surface • Available in green • Highest level of UV Protection included • Includes a foam gasket for airtight and watertight applications 1Wtfttfttfttftt • Includes square drive sa-ews to discourage unauthorized entry -----2" of Insulation • Insulation panels achieve R-10 insulation rating Standard Double Walled PVC Riser • Available in 24" and 30" Diameter • Cut to length • Sold in +/-2" increments • Must be cut between ribs oVALLEY 0 PRECAST, Inc. Buena Vista, Colorado Orenco ® DuraFiber™ Access Lids (FLD) Not recommended for vehicular 1raffic 24" and 30" Diameters • Solid, resin-infused fiberglass construction • 20,000-lb breaking strength • Standard green or brown colors • Available with or without urethane lid gasket • Available with carbon filtration • 4 stainless steel flathead socket cap sa-ews & hex key wrench • Insulated lids available -2" or 4" "'11''''''~'''@""''-'--ff~,,:,:,~:,ws:«w:~~,,.,. / 2" of Insulation Phone: 719-39M784 Fax: 719-395-3727 Website: www.valleyprecastcom Emall: frontdesk@valleyprecastcom 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 132 Item# DM Tank Deadman (Anti Buoyancy) Top View Section View 24" I 12" I Turnbuckle on one side to tighten cable before installation (Supplied by Others) Tank Installation --24"-- •' ,' . . :a .• . A I . 4 ., . •. A ·~ . . . ,4. • .. • .• • • ~ ~ ~ 4d . . . "1 ' <I ,• 4 <I --23"-- • • • • #4 Rebar Lifting Eye 6000 psi concrete 6001bs Cable is not provided Suggested Installation: Two ¾• Cables (Not provided) .. •• • r. •• • .•·~4,•_. .• .• -~ ~ • " . •,· .•.~_:_~•• ... •.~:'•.•• :•1~~ :'. __ ,,r,-----..-~ .___.............,_ _ __, .:· .. ', · 4· "~ u • ,' ~ ·' 14'• NOTE: Please refer to Buoyancy Engineering for each tank for correct number of deadmen needed. oVALLEY 0 PRECAST, Inc. Buena Vista, Colorado . . . . . . .. , .... Phone: 719-395-8784 Fax: 719-395-3727 Website: www.valleyprecastoorn Emall: frontdesk@valleyprecastoorn 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 133 Item# 900T-1CP-HH 500 Gallon Top Seam - 1 CP with High Head Pump DESIGN NOTES • Design per performance test per ASTM C1227 • Top surface area 23.4 ft' • f'c @ 28 days; concrete = 6,000 PSI Min. Installation : • Tank to be set on 5" min. sand bed or pea gravel • Tank to be backfilled uniformly on all sides in lifts less than 24" and mechanically compacted • Excavated material may be used for backfill, provided large stones are removed • Excavation should be dewatered and tank filled with water prior to being put in service for installation with water table less than 2' below grade • Meets C1644-06 for resilient connectors • Inlet and Outlet identified above pipe • Delivered complete with internal piping • Control Panel to be mounted in sight line of tank • 4' Maximum bury depth ALLOWABLE BURY (Based on Water Table) WATER TABLE ALLOWABLE EARTH FILL o· -o· 3• -o· 1' -O" 4 ' -o· 2· -o· 4' -o· 3• -o· 4' -o· DRY 4' -o· *Service contracts available for maintenance.* ·.. : ,' ~ , .. :· . . . . ~rr= TANK ·-I - :~l ~D _J l ,· .-,--- .. -_ _J-; . ,. -~-. ~ .. • .. ·. Wires to Panel Top View 20• Clear Access 24• Minimum Height Disconnect alve Fie. Boot Dllcharge Helghtn' 6 II 5" .. •. . .. Pump: Section View • Lowers TSS and improves effluent quality to field • Complete installation (wiring, panel, mounting and start-up procedures) • Complete warranty Digging Specs Invert Dimensions Net Net Weiaht 7 ' Long x 7' Wide Inlet Outlet Length Width 56" below inlet 56" 54"or73" 58" 58" oVALLEY 0 PRECAST, Inc. Buena Vista, Colorado Min . Hgt. 92" Capacity Lid Tank Total 522 gals 1,340 lbs 4,100 lbs 5,640 lbs Phone: 719-39M784 Fax: 719-395-3727 Website: www.valleyprecastcom Emall: frontdesk@valleyprecastcom Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-BPP-1 Rev. 1.2, © 08/14 Page 1 of 4 Biotube® ProPak Pump Package™ Technical Data SheetOrenco® 60-Hz Series Pump Packages General Orenco’s Biotube® ProPak™ is a complete, integrated pump package for filtering and pumping effluent from septic tanks. And its patented pump vault technology eliminates the need for separate dosing tanks. This document provides detailed information on the ProPak pump vault and filter, 4-in. (100-mm) 60-Hz turbine effluent pump, and control panel. For more information on other ProPak components, see the following Orenco technical documents: • Float Switch Assemblies (NSU-MF-MF-1) • Discharge Assemblies (NTD-HV-HV-1) • Splice Boxes (NTD-SB-SB-1) • External Splice Box (NTD-SB-SB-1) Applications The Biotube ProPak is designed to filter and pump effluent to either gravity or pressurized discharge points. It is intended for use in a septic tank (one- or two-compartment) and can also be used in a pump tank. The Biotube ProPak is designed to allow the effluent filter to be removed for cleaning without the need to remove the pump vault or pump, simpli- fying servicing. Complete packages are available for on-demand or timed dosing sys- tems with flow rates of 20, 30, and 50-gpm (1.3, 1.9, and 3.2 L/sec), as well as with 50 Hz and 60 Hz power supplies. Standard Models BPP20DD, BPP20DD-SX, BPP30TDA, BPP30TDD-SX, BBPP50TDA, BPP50TDD-SX Product Code Diagram Biotube® ProPak™ pump package components. 4-in. (100-mm) turbine effluent pump Pump motor Pump liquid end Pump vault Support pipe Discharge assembly Float collar Float stem Floats Float bracket Biotube® filter cartridge Vault inlet holes External splice box (Optional; internal splice box comes standard.) Riser lid (not included) Riser (not included) Control panel BPP Pump flow rate, nominal: 20 = 20 gpm (1.3 L/sec) 30 = 30 gpm (1.9 L/sec) 50 = 50 gpm (3.2 L/sec) Control panel application: DD = demand-dosing TDA = timed-dosing, analog timer TDD = timed dosing, digital timer, elapsed time meter & counters Standard options: Blank = 57-in. (1448-mm) vault height, internal splice box, standard discharge assembly 68 = 68-in. (1727-mm) vault height SX = external splice box CW = cold weather discharge assembly DB = drainback discharge assembly Q = cam lock MFV = non-mercury float - Biotube® ProPak™ pump vault 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 134 □□ □ T Technical Data SheetOrenco® Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-BPP-1 Rev. 1.2, © 08/14 Page 2 of 4 ProPak™ Pump Vault Materials of Construction Vault body Polyethylene Support pipes PVC Dimensions, in. (mm) A - Overall vault height 57 (1448) or 68 (1727) B - Vault diameter 17.3 (439) C - Inlet hole height 19 (475) D - Inlet hole diameter (eight holes total) 2 (50) E - Vault top to support pipe bracket base 3 (76) F - Vault bottom to filter cartridge base 4 (102) ProPak™ pump vault (shown with Biotube filter and effluent pump) Biotube® Filter Cartridge Materials of Construction Filter tubes Polyethylene Cartridge end plates Polyurethane Handle assembly PVC Dimensions, in. (mm) A - Cartridge height 18 (457) B - Cartridge width 12 (305) Performance Biotube® mesh opening 0.125 in. (3 mm)* Total filter flow area 4.4 ft2 (0.4 m2) Total filter surface area 14.5 ft2 (1.35 m2) Maximum flow rate 140 gpm (8.8 L/sec) *0.062-in. (1.6-mm) filter mesh available Biotube® filter cartridge (shown with float switch assembly) AA D E B B C E 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 135 Technical Data Sheet Orenco® Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-BPP-1 Rev. 1.2, © 08/14 Page 3 of 4 Pump Curves Pump curves, such as those shown here, can help you determine the best pump for your system. Pump curves show the relationship between flow (gpm or L/sec) and pressure (TDH), providing a graphical representation of a pump’s performance range. Pumps perform best at their nominal flow rate, measured in gpm or L/sec. 4-in. (100-mm) Turbine Effluent Pumps Orenco’s 4-in. (100 mm) Turbine Effluent Pumps are constructed of lightweight, corrosion-resistant stainless steel and engineered plastics; all are field-serviceable and repairable with common tools. All 60-Hz PF Series models are CSA certified to the U.S. and Canadian safety standards for effluent pumps, and meet UL requirements. Power cords for Orenco’s 4-in. (100-mm) turbine effluent pumps are Type SOOW 600-V motor cable (suitable for Class 1, Division 1 and 2 applications). Materials of Construction Discharge: Stainless steel or glass-filled polypropylene Discharge bearing: Engineered thermoplastic (PEEK) Diffusers: Glass-filled PPO Impellers: Acetal (20-, 30-gmp), Noryl (50-gpm) Intake screens: Polypropylene Suction connection: Stainless steel Drive shaft: 300 series stainless steel Coupling: Sintered 300 series stainless steel Shell: 300 series stainless steel Lubricant: Deionized water and propylene glycol Specifications Nom. flow, Length Weight Discharge Impellers gpm (L/sec) in. (mm) lb (kg) in., nominal 1 20 (1.3) 22.5 (572) 26 (11) 1.25 4 30 (1.9) 21.3 (541) 25 (11) 1.25 3 50 (3.2) 20.3 (516) 27 (12) 2.00 2 Performance Nom. flow, hp (kW) Design Rated Min liquid gpm (L/sec) flow amps cycles/day level, in. (mm) 2 20 (1.3) 0.5 (0.37) 12.3 300 18 (457) 30 (1.9) 0.5 (0.37) 11.8 300 20 (508) 50 (3.2) 0.5 (0.37) 12.1 300 24 (610) 1 Discharge is female NPT threaded, U.S. nominal size, to accommodate Orenco® discharge hose and valve assemblies. Consult your Orenco Distributor about fittings to connect discharge assemblies to metric-sized piping. 2 Minimum liquid level is for single pumps when installed in an Orenco Biotube® ProPak™ Pump Vault. 10 20 30 40 6050 70 0.63 1.26 1.89 2.52 3.793.15 4.42 140 120 100 80 60 40 20 Flow in gallons per minute (gpm) Flow in liters per second (L/sec)Total dynamic head (TDH) in feetTotal dynamic head (TDH) in metersPF 500511 43 37 30 24 18 12 6 PF 200511 PF 300511 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 136 L..~ I I I T I I I I T ···k I I I T 1 ~ -'\. ,_ - ~ - ····· .._ - I 1'--I -'\ l -~ - ~ "'"I -i --\ \ I I " --~ \ .............. .... ....... ' .... - - Technical Data SheetOrenco® Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-BPP-1 Rev. 1.2, © 08/14 Page 4 of 4 AUTO OFF MAN NN1 Control Panel (Demand Dose) Orenco’s ProPak™ demand dose control panels are specifically engineered for the ProPak pump package and are ideal for applications such as demand dosing from a septic tank into a conventional gravity drainfield. Materials of Construction Enclosure UV-resistant fiberglass, UL Type 4X Hinges Stainless steel Dimensions, in. (mm) A - Height 11.5 (290) B - Width 9.5 (240) C - Depth 5.4 (135) Specifications Panel ratings 120 V, 3/4 hp (0.56 kW), 14 A, single phase, 60 Hz 1. Motor-start contactor 16 FLA, 1 hp (0.75 kW), 60 Hz; 2.5 million cycles at FLA (10 million at 50% of FLA) 2. Circuit 120 V, 10 A, OFF/ON switch, Single pole breakers 3. Toggle switch Single-pole, double-throw HOA switch, 20 A 4. Audio alarm 95 dB at 24 in. (600 mm), warble-tone sound, UL Type 4X 5. Audio alarm 120 V, automatic reset, DIN rail mount silence relay 6. Visual alarm 7/8-in. (22-mm) diameter red lens, “Push-to-silence,” 120 V LED, UL Type 4X Control Panel (Timed Dose) Orenco’s ProPak timed dose control panels are specifically engineered for the ProPak pump package and are ideal for applications such as timed dosing from a septic tank into a pressurized drainfield or mound. Analog or digital timers are available. Materials of Construction Enclosure UV-resistant fiberglass, UL Type 4X Hinges Stainless steel Dimensions, in. (mm) A - Height 11.5 (290) B - Width 9.5 (240) C - Depth 5.4 (135) Specifications Panel ratings 120 V, 3/4 hp (0.56 kW), 14 A, single phase, 60 Hz Dual-mode Programmable for timed- or demand-dosing (digital timed-dosing panels only) 1a. Analog timer 120 V, repeat cycle from 0.05 seconds to 30 (not shown) hours. Separate variable controls for OFF and ON time periods 1b. Digital timer 120-V programmable logic unit with built-in LCD (shown below) screen and programming keys. Provides control functions and timing for panel operation 2. Motor-start contactor 16 FLA, 1 hp (0.75 kW), 60 Hz; 2.5 million cycles at FLA (10 million at 50% of FLA) 3. Circuit breakers 120 V, 10 A, OFF/ON switch. Single pole 120 V 4. Toggle Switch Single-pole, double-throw HOA switch, 20 A 5. Audio alarm 95 dB at 24 in. (600 mm), warble-tone sound, UL Type 4X 6. Visual alarm 7/8-in. (22-mm) diameter red lens, “Push-to-silence”, 120 V LED, UL Type 4X Control panel, demand-dose Control panel, timed-dose (digital timer model shown) 1b 2 3 4 56 1 2 3 4 5 6 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 137 • Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 1 of 6 PF Series 4-inch (100-mm) Submersible Effluent Pumps Technical Data SheetOrenco® Applications Our 4-inch (100-mm) Submersible Effluent Pumps are designed to transport screened effluent (with low TSS counts) from septic tanks or separate dosing tanks. All our pumps are constructed of lightweight, corrosion-resistant stainless steel and engineered plastics; all are field- serviceable and repairable with common tools; and all 60-Hz PF Series models are CSA certified to the U.S. and Canadian safety standards for effluent pumps, meeting UL requirements. Orenco’s Effluent Pumps are used in a variety of applications, including pressurized drainfields, packed bed filters, mounds, aerobic units, effluent irrigation, effluent sewers, wetlands, lagoons, and more. These pumps are designed to be used with a Biotube® pump vault or after a secondary treatment system. Features/Specifications To specify this pump for your installation, require the following: • Minimum 24-hour run-dry capability with no deterioration in pump life or performance* • Patented 1⁄8-inch (3-mm) bypass orifice to ensure flow recirculation for motor cooling and to prevent air bind • Liquid end repair kits available for better long-term cost of ownership • TRI-SEAL™ floating impeller design on 10, 15, 20, and 30 gpm (0.6, 1.0, 1.3, and 1.9 L/sec) models; floating stack design on 50 and 75 gpm (3.2 and 4.7 L/sec) models • Franklin Electric Super Stainless motor, rated for continuous use and frequent cycling • Type SOOW 600-V motor cable • Five-year warranty on pump or retrofit liquid end from date of manu- facture against defects in materials or workmanship * Not applicable for 5-hp (3.73 kW) models Standard Models See specifications chart, pages 2-3, for a list of standard pumps. For a complete list of available pumps, call Orenco. Product Code Diagram PF - Nominal flow, gpm (L/sec): 10 = 10 (0.6) 15 = 15 (1.0) 20 = 20 (1.3) 30 = 30 (1.9) 50 = 50 (3.2) 75 = 75 (4.7) Pump, PF Series Frequency: 1 = single-phase 60 Hz 3 = three-phase 60 Hz 5 = single-phase 50 Hz Voltage, nameplate: 1 = 115* 200 = 200 2 = 230† 4 = 460 Horsepower (kW): 03 = 1⁄3 hp (0.25) 05 = ½ hp (0.37) 07 = ¾ hp (0.56) 10 = 1 hp (0.75) 15 = 1-½ hp (1.11) 20 = 2 hp (1.50) 30 = 3 hp (2.24) 50 = 5 hp (3.73) Cord length, ft (m):‡ Blank = 10 (3) 20 = 20 (6) 30 = 30 (9) 50 = 50 (15) * ½-hp (0.37kW) only †220 volts for 50 Hz pumps ‡Note: 20-foot cords are available only for single-phase pumps through 1-½ hp Franklin Super Stainless Motor Franklin Liquid End Discharge Connection Bypass Orifice Suction Connection LR80980 LR2053896 Powered by 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 138 ~® ~ Franklin Electric c~us 'V' Technical Data SheetOrenco® Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 2 of 6 Specifications, 60 Hz Pump Model PF100511 10 (0.6) 0.50 (0.37) 1 115 120 12.7 12.7 6 1 ¼ in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF100512 10 (0.6) 0.50 (0.37) 1 230 240 6.3 6.3 6 1 ¼ in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF10053200 10 (0.6) 0.50 (0.37) 3 200 208 3.8 3.8 6 1 ¼ in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF100712 4, 5 10 (0.6) 0.75 (0.56) 1 230 240 8.3 8.3 8 1 ¼ in. GFP 25.9 (658) 17 (432) 30 (14) 300 PF10073200 4, 5 10 (0.6) 0.75 (0.56) 3 200 208 5.1 5.2 8 1 ¼ in. GFP 25.4 (645) 17 (432) 31 (14) 300 PF101012 5, 6 10 (0.6) 1.00 (0.75) 1 230 240 9.6 9.6 9 1 ¼ in. GFP 27.9 (709) 18 (457) 33 (15) 100 PF10103200 5, 6 10 (0.6) 1.00 (0.75) 3 200 208 5.5 5.5 9 1 ¼ in. GFP 27.3 (693) 18 (457) 37 (17) 300 PF102012 5, 6, 7, 8 10 (0.6) 2.00 (1.49) 1 230 240 12.1 12.1 18 1 ¼ in. SS 39.5 (1003) 22 (559) 48 (22) 100 PF102032 5, 6, 8 10 (0.6) 2.00 (1.49) 3 230 240 7.5 7.6 18 1 ¼ in. SS 37.9 (963) 20 (508) 44 (20) 300 PF10203200 5, 6, 8 10 (0.6) 2.00 (1.49) 3 200 208 8.7 8.7 18 1 ¼ in. SS 37.9 (963) 20 (508) 44 (20) 300 PF150311 15 (1.0) 0.33 (0.25) 1 115 120 8.7 8.8 3 1 ¼ in. GFP 19.5 (495) 15 (380) 23 (10) 300 PF150312 15 (1.0) 0.33 (0.25) 1 230 240 4.4 4.5 3 1 ¼ in. GFP 19.5 (495) 15 (380) 23 (10) 300 PF200511 20 (1.3) 0.50 (0.37) 1 115 120 12.3 12.5 4 1 ¼ in. GFP 22.3 (566) 18 (457) 25 (11) 300 PF200512 20 (1.3) 0.50 (0.37) 1 230 240 6.4 6.5 4 1 ¼ in. GFP 22.5 (572) 18 (457) 26 (12) 300 PF20053200 20 (1.3) 0.50 (0.37) 3 200 208 3.7 3.8 4 1 ¼ in. GFP 22.3 (566) 18 (457) 26 (12) 300 PF201012 4, 5 20 (1.3) 1.00 (0.75) 1 230 240 10.5 10.5 7 1 ¼ in. GFP 28.4 (721) 20 (508) 33 (15) 100 PF20103200 4, 5 20 (1.3) 1.00 (0.75) 3 200 208 5.8 5.9 7 1 ¼ in. GFP 27.8 (706) 20 (508) 33 (15) 300 PF201512 4, 5 20 (1.3) 1.50 (1.11) 1 230 240 12.4 12.6 9 1 ¼ in. GFP 34.0 (864) 24 (610) 41 (19) 100 PF20153200 4, 5 20 (1.3) 1.50 (1.11) 3 200 208 7.1 7.2 9 1 ¼ in. GFP 30.7 (780) 20 (508) 35 (16) 300 PF300511 30 (1.9) 0.50 (0.37) 1 115 120 11.8 11.8 3 1 ¼ in. GFP 21.3 (541) 20 (508) 28 (13) 300 PF300512 30 (1.9) 0.50 (0.37) 1 230 240 6.2 6.2 3 1 ¼ in. GFP 21.3 (541) 20 (508) 25 (11) 300 PF30053200 30 (1.9) 0.50 (0.37) 3 200 208 3.6 3.6 3 1 ¼ in. GFP 21.3 (541) 20 (508) 25 (11) 300 PF300712 30 (1.9) 0.75 (0.56) 1 230 240 8.5 8.5 5 1 ¼ in. GFP 24.8 (630) 21 (533) 29 (13) 300 PF30073200 30 (1.9) 0.75 (0.56) 3 200 208 4.9 4.9 5 1 ¼ in. GFP 24.6 (625) 21 (533) 30 (14) 300 PF301012 4 30 (1.9) 1.00 (0.75) 1 230 240 10.4 10.4 6 1 ¼ in. GFP 27.0 (686) 22 (559) 32 (15) 100 PF30103200 4 30 (1.9) 1.00 (0.75) 3 200 208 5.8 5.8 6 1 ¼ in. GFP 26.4 (671) 22 (559) 33 (15) 300 PF301512 4, 5 30 (1.9) 1.50 (1.11) 1 230 240 12.6 12.6 8 1 ¼ in. GFP 32.8 (833) 24 (610) 40 (18) 100 PF30153200 4, 5 30 (1.9) 1.50 (1.11) 3 200 208 6.9 6.9 8 1 ¼ in. GFP 29.8 (757) 22 (559) 34 (15) 300 PF301534 4, 5 30 (1.9) 1.50 (1.11) 3 460 480 2.8 2.8 8 1 ¼ in. GFP 29.5 (685) 22 (559) 34 (15) 300 PF302012 5, 6, 7 30 (1.9) 2.00 (1.49) 1 230 240 11.0 11.0 10 1 ¼ in. SS 35.5 (902) 26 (660) 44 (20) 100 PF30203200 5, 6 30 (1.9) 2.00 (1.49) 3 200 208 9.3 9.3 10 1 ¼ in. SS 34.0 (864) 24 (610) 41 (19) 300 PF303012 5, 6, 7, 8 30 (1.9) 3.00 (2.23) 1 230 240 16.8 16.8 14 1 ¼ in. SS 44.5 (1130) 33 (838) 54 (24) 100 PF303032 5, 6, 8 30 (1.9) 3.00 (2.23) 3 230 240 10.0 10.1 14 1 ¼ in. SS 44.3 (1125) 27 (686) 52 (24) 300 PF305012 5, 6, 7, 8 30 (1.9) 5.00 (3.73) 1 230 240 25.6 25.8 23 1 ¼ in. SS 66.5 (1689) 53 (1346) 82 (37) 100 PF305032 5, 6, 8 30 (1.9) 5.00 (3.73) 3 230 240 16.6 16.6 23 1 ¼ in. SS 60.8 (1544) 48 (1219) 66 (30) 300 PF30503200 5, 6, 8 30 (1.9) 5.00 (3.73) 3 200 208 18.7 18.7 23 1 ¼ in. SS 60.8 (1544) 48 (1219) 66 (30) 300 PF500511 50 (3.2) 0.50 (0.37) 1 115 120 12.1 12.1 2 2 in. SS 20.3 (516) 24 (610) 27 (12) 300 PF500512 50 (3.2) 0.50 (0.37) 1 230 240 6.2 6.2 2 2 in. SS 20.3 (516) 24 (610) 27 (12) 300 PF500532 50 (3.2) 0.50 (0.37) 3 230 240 3.0 3.0 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF50053200 50 (3.2) 0.50 (0.37) 3 200 208 3.7 3.7 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF500534 50 (3.2) 0.50 (0.37) 3 460 480 1.5 1.5 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF500712 50 (3.2) 0.75 (0.56) 1 230 240 8.5 8.5 3 2 in. SS 23.7 (602) 25 (635) 31 (14) 300 PF500732 50 (3.2) 0.75 (0.56) 3 230 240 3.9 3.9 3 2 in. SS 23.7 (602) 25 (635) 32 (15) 300 PF50073200 50 (3.2) 0.75 (0.56) 3 200 208 4.9 4.9 3 2 in. SS 23.1 (587) 26 (660) 32 (15) 300Design gpm (L/sec)Horsepower (kW)PhaseNameplate voltageActual voltageDesign flow ampsMax ampsImpellersDischarge size and material 1Length, in. (mm)Min. liquid level, 2 in. (mm)Weight, 3 lb (kg)Rated cycles/day2340 County Road 100 - Nordic Gardens Land Fund, LLC: 139 Technical Data Sheet Orenco® Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 3 of 6 Specifications, 60 Hz (continued) Pump Model PF500734 50 (3.2) 0.75 (0.56) 3 460 480 1.8 1.8 3 2 in. SS 34.8 (884) 25 (635) 31 (14) 300 PF501012 50 (3.2) 1.00 (0.75) 1 230 240 10.1 10.1 4 2 in. SS 27.0 (686) 26 (660) 35 (16) 100 PF50103200 50 (3.2) 1.00 (0.75) 3 200 208 5.7 5.7 4 2 in. SS 26.4 (671) 26 (660) 39 (18) 300 PF501034 50 (3.2) 1.00 (0.75) 3 460 480 2.2 2.2 4 2 in. SS 26.4 (671) 26 (660) 39 (18) 300 PF5015124 50 (3.2) 1.50 (1.11) 1 230 240 12.5 12.6 5 2 in. SS 32.5 (826) 30 (762) 41 (19) 100 PF501532004 50 (3.2) 1.50 (1.11) 3 200 208 7.0 7.0 5 2 in. SS 29.3 (744) 26 (660) 35 (16) 300 PF503012 4, 5, 7, 8 50 (3.2) 3.00 (2.23) 1 230 240 17.7 17.7 8 2 in. SS 43.0 (1092) 37 (940) 55 (25) 100 PF50303200 4, 5, 8 50 (3.2) 3.00 (2.23) 3 200 208 13.1 13.1 8 2 in. SS 43.4 (1102) 30 (762) 55 (25) 300 PF503034 4, 5, 8 50 (3.2) 3.00 (2.23) 3 460 480 5.3 5.3 8 2 in. SS 40.0 (1016) 31 (787) 55 (25) 300 PF505012 5,6,7,8 50 (3.2) 5.00 (3.73) 1 230 240 26.2 26.4 13 2 in. SS 65.4 (1661) 55 (1397) 64 (29) 300 PF505032 5,6,7,8 50 (3.2) 5.00 (3.73) 3 230 240 16.5 16.5 13 2 in. SS 59.3 (1506) 49 (1245) 64 (29) 300 PF751012 75 (4.7) 1.00 (0.75) 1 230 240 9.9 10.0 3 2 in. SS 27.0 (686) 27 (686) 34 (15) 100 PF751512 75 (4.7) 1.50 (1.11) 1 230 240 12.1 12.3 4 2 in. SS 33.4 (848) 30 (762) 44 (20) 100 Specifications, 50 Hz Pump Model PF100552 10 (0.6) 0.50 (0.37) 1 220 230 3.9 4.1 6 1 ¼ in. GFP 23.0 (584) 17 (432) 26 (12) 300 PF100752 4, 5 10 (0.6) 0.75 (0.56) 1 220 230 6.2 6.2 9 1 ¼ in. GFP 26.8 (658) 17 (432) 30 (14) 300 PF101552 5, 6 10 (0.6) 1.50 (1.11) 1 220 230 10.5 11.4 18 1 ¼ in. SS 39.5 (1003) 22 (559) 46 (21) 300 PF300552 30 (1.9) 0.50 (0.37) 1 220 230 4.1 4.1 4 1 ¼ in. GFP 22.5 (572) 19 (483) 26 (12) 300 PF300752 30 (1.9) 0.75 (0.56) 1 220 230 6.1 6.1 5 1 ¼ in. GFP 24.8 (630) 19 (483) 29 (13) 300 PF301052 30 (1.9) 1.00 (0.75) 1 220 230 7.4 7.4 7 1 ¼ in. GFP 28.4 (721) 20 (508) 32 (15) 100 PF301552 4, 5 30 (1.9) 1.50 (1.11) 1 220 230 9.3 9.3 8 1 ¼ in. GFP 35.4 (899) 24 (610) 40 (18) 100 PF500552 50 (3.2) 0.50 (0.37) 1 220 230 4.0 4.0 2 2 in. SS 20.3 (516) 25 (635) 29 (13) 300 PF500752 50 (3.2) 0.75 (0.56) 1 220 230 6.3 6.4 3 2 in. SS 23.7 (602) 25 (635) 31 (14) 300 PF501052 50 (3.2) 1.00 (0.75) 1 220 230 7.3 7.4 4 2 in. SS 27.0 (686) 26 (660) 35 (16) 100 PF501552 50 (3.2) 1.50 (1.11) 1 220 230 9.1 9.1 5 2 in. SS 32.5 (826) 30 (762) 42 (19) 100 PF751052 75 (3.2) 1.00 (0.75) 1 220 230 7.3 7.3 4 2 in. SS 30.0 (762) 27 (686) 34 (15) 100 1 GFP = glass-filled polypropylene; SS = stainless steel. The 1 ¼-in. NPT GFP discharge is 2 7⁄8 in. octagonal across flats; the 1 ¼-in. NPT SS discharge is 2 1⁄8 in. octagonal across flats; and the 2-in. NPT SS discharge is 2 7⁄8 in. hexagonal across flats. Discharge is female NPT threaded, U.S. nominal size, to accommodate Orenco® discharge hose and valve assemblies. Consult your Orenco Distributor about fittings to connect hose and valve assemblies to metric-sized piping. 2 Minimum liquid level is for single pumps when installed in an Orenco Biotube® Pump Vault or Universal Flow Inducer. In other applications, minimum liquid level should be top of pump. Consult Orenco for more information. 3 Weight includes carton and 10-ft (3-m) cord. 4 High-pressure discharge assembly required. 5 Do not use cam-lock option (Q) on discharge assembly. 6 Custom discharge assembly required for these pumps. Contact Orenco. 7 Capacitor pack (sold separately or installed in a custom control panel) required for this pump. Contact Orenco. 8 Torque locks are available for all pumps, and are supplied with 3-hp and 5-hp pumps. Design gpm (L/sec)Horsepower (kW)PhaseNameplate voltageActual voltageDesign flow ampsMax ampsImpellersDischarge size and material 1Length, in. (mm)Min. liquid level, 2 in. (mm)Weight, 3 lb (kg)Rated cycles/day2340 County Road 100 - Nordic Gardens Land Fund, LLC: 140 Technical Data SheetOrenco® Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 4 of 6 Materials of Construction Discharge Glass-filled polypropylene or stainless steel Discharge bearing Engineered thermoplastic (PEEK) Diffusers Glass-filled PPO (Noryl GFN3) Impellers Celcon® acetal copolymer on 10-, 20, and 30-gpm models; 50-gpm impellers are Noryl GFN3 Intake screen Polypropylene Suction connection Stainless steel Drive shaft 7/16 inch hexagonal stainless steel, 300 series Coupling Sintered stainless steel, 300 series Shell Stainless steel, 300 series Motor Franklin motor exterior constructed of stainless steel. Motor filled with deionized water and propylene glycol for constant lubrication. Hermetically sealed motor housing ensures moisture-free windings. All thrust absorbed by Kingsbury-type thrust bearing. Rated for continuous duty. Single- phase motors and 200 and 230 V 3-phase motors equipped with surge arrestors for added security. Single-phase motors through 1.5 hp (1.11 kW) have built-in thermal overload protection, which trips at 203-221˚ F (95-105˚ C). Using a Pump Curve A pump curve helps you determine the best pump for your system. Pump curves show the relationship between flow (gpm or L/sec) and pressure (total dynamic head, or TDH), providing a graphical representation of a pump’s optimal performance range. Pumps perform best at their nominal flow rate — the value, measured in gpm, expressed by the first two numerals in an Orenco pump nomenclature. The graphs in this section show optimal pump operation ranges with a solid line. Flow flow rates outside of these ranges are shown with a dashed line. For the most accurate pump specification, use Orenco’s PumpSelect™ software. Pump Curves, 60 Hz Models Total dynamic head (TDH) in feetFlow in gallons per minute (gpm) 24 81012141660 800 700 600 500 400 300 200 100 PF1005-FC w/ ¼" flow controller PF10 Series, 60 Hz, 0.5 - 2.0 hp PF1007 PF1010 PF1020 PF1005 Total dynamic head (TDH) in feetFlow in gallons per minute (gpm) 36 12 15 18 21 2490 160 140 120 100 80 60 40 20 0 PF1503 PF15 Series, 60 Hz, 0.3 hp 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 141 ~ I _l _l I ' ········ ..... .... .. ... L_,_j ······· ............. - I"' ' "' I'\ .. ·. - :::::.:\r ' ·····1-- I I I I I I l I J Technical Data Sheet Orenco® Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 5 of 6Total dynamic head (TDH) in feetFlow in gallons per minute (gpm) 5102025303540150 400 350 300 250 200 150 100 50 0 PF2005 PF2010 PF2015 PF20 Series, 60 Hz, 0.5 - 1.5 hp Total dynamic head (TDH) in feetFlow in gallons per minute (gpm) 510202530354045150 800 900 700 600 500 400 300 200 100 0 PF3005 PF3007 PF3010 PF3015 PF3020 PF3030 PF3050 PF30 Series, 60 Hz, 0.5 - 5.0 hp Total dynamic head (TDH) in feetFlow in gallons per minute (gpm) 450 400 350 300 250 200 150 100 50 0 10 02040506070809030 PF5050 PF5030 PF5015 PF5010 PF5007 PF5005 PF50 Series, 60 Hz, 0.5 - 5.0 hp Total dynamic head (TDH) in feetFlow in gallons per minute (gpm) 10 20 40 50 60 70 80 90 100300 80 90 100 70 60 50 40 30 20 10 0 PF75 Series, 60 Hz, 1.0 - 1.5 hpPF7515 PF7510 60 Hz Models (continued) 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 142 Technical Data SheetOrenco® Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 6 of 6Total dynamic head (TDH) in metersTotal dynamic head (TDH) in feet, nominalFlow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 0.90.80.70.60.50.40.30.20.10 13119.57.96.34.83.21.6120 100 80 60 40 20 0 160180140 394 328 262 197 131 66 525459 PF100552 PF100752 PF101552 PF1005-FC w/ 6mm flow controller PF10 Series, 50 Hz, 0.37 - 1.11 kW Total dynamic head (TDH) in metersTotal dynamic head (TDH) in feet, nominalFlow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 0.8 1.2 1.6 2.0 2.40.40 13 19 25 326.3 60 80100120 40 20 0 197 262328 131 66 PF301552 PF301052 PF300752 PF300552 PF30 Series, 50 Hz, 0.37 - 1.11 kW Total dynamic head (TDH) in metersTotal dynamic head (TDH) in feet, nominalFlow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 0.5 1.0 2.0 2.5 3.0 3.5 4.0 4.51.50 7.9 16 32 40 48 56 6324 40 45 35 30 25 20 15 10 5 0 131 115 98 82 66 49 33 16 PF501552 PF501052 PF500752 PF500552 PF50 Series, 50 Hz, 0.37 - 1.11 kW Total dynamic head (TDH) in metersTotal dynamic head (TDH) in feet, nominalFlow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 0.6 1.2 2.4 3.0 3.6 4.2 5.44.8 6.01.80 10 19 4838 57 67 76 8629 27 30 24 21 18 15 12 9 6 3 0 89 79 69 59 49 39 30 20 PF751052 PF75 Series, 50 Hz, 0.75 kW Pump Curves, 50 Hz Models 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 143 I -/-+-J -I -+-V -J //f : ( ( +-.. / j---+-_/J +-+ I I I .-I I I I I I 17 -f' I I J_ I I I I I I -----.. .~ .. ~ -,,V /' ~ V / -f-/ I / -/ I V ~ / V I I I -' --T T rT I/ /J vii T -Iv /, VJ --* I I I -./~ / l I/ -I -1 I I I/ /I T /1 -r/ I / -T I -: f./ I .> .... I I I ;1 ,,. I I IL -i L. ~ Jf --+-I I 1_..-I K' I; l-I -; i G L! L . f +- Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-SF-OS-1 Rev. 1.1, © 09/14 Page 1 of 1 Orifice Shields Technical Data SheetOrenco® General Orenco Orifice Shields snap-fit onto laterals. They may be placed on top of or beneath a lateral, depending on the location of the orifice. Orifice shields are covered by method-of-use patent # 5,360,556. Standard Models OS075, OS100, OS125, OS150, OS200 Product Code Diagram Material of Construction PVC per ASTM D-1784 Physical Specifications Model Shield O.D. Lateral pipe O.D. in. (mm) in. (mm) OS075 3.5 (89) 1.05 (27) OS100 3.5 (89) 1.315 (33) OS125 3.5 (89) 1.66 (42) OS150 4.5 (114) 1.90 (48) OS200 4.5 (114) 2.375 (60) Applications Orenco® Orifice Shields are used in a pressurized distribution system to protect the orifices from backfill debris that might cause orifice blockage. Orifice shield installed on lateral pipe, standard configuration Shield Orifice Cutaway view, standard configuration Shield Orifice Cutaway view, cold weather configuration OS Lateral pipe size, nominal: 075 = 0.75 in. (20 mm) 100 = 1.00 in. (25 mm) 125 = 1.25 in. (32 mm) 150 = 1.50 in. (40 mm) 200 = 2.00 in. (50 mm) Orifice shield 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 144 D T Item# SEK-Orenco® Flushing Assemblies Flushing Assemblies Orenco® flushing assemblies provide easy access for lateral maintenance. Flushing assembly kits include a PVC sweep with ball valve and a polyethylene valve box enclosure. Orenco® flushing assemblies are available in the following sizes: •1” diameter •1.25” diameter •1.5” diameter • 2" diameter Valve Boxes Orenco® valve boxes are used to provide access to flushing assemblies. Constructed of polyethylene. Valve Box, 7-in. diameter round enclosure Note: Kits include VB7 valve box enclosure. (719) 395-6764 Fax: (719) 395-3727 28005 County Road 317 P.O. Box 925 Buena Vista, CO 81211 Water & Wastewater •Systems •Products •Service Website:http://valleyprecast.com/ Email:frontdesk@valleyprecast.com 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 145 VALLEY PRECAST, Inc. • CBI Garfield County, CO Developed by Account Number R009788 Parcel Number 239336400267 Acres 35 Land SqFt 0 Tax Area 011 2019 Mill Levy 75.627 Physical Address 2340 100 COUNTY RD CARBONDALE 81623 Owner Address NORDIC GARDENS LAND FUND, LLC 2340 COUNTY ROAD 100 CARBONDALE CO 81623 2019 Total Actual Value $821,870 Last 2 Sales Date Price 11/30/2015 $0 8/3/2005 $750,000 Date created: 10/19/2019 Last Data Uploaded: 10/19/2019 2:10:17 AM 1,732 ft Overview Legend Parcels Roads Highways Limited Access Highway Major Road Local Road Minor Road Other Road Ramp Ferry Pedestrian Way Parcel/Account Numbers Owner Name Lakes & Rivers 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 146 0 q PubHc.netTM ? ■ □ L.,. Schneider .... .,, GEOSPATIAL 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 147 I} JOO .ROA cooNTY / ( I I I ) .:15. 02 AC ~ SCALE: 1"=200' s SCALE: 1"=30' IMPROVEMENT LOCATION CERTIFICATE j Garfield County Comprehensive Plan - Future Land Use Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, Intermap, USGS, METI/NASA, EPA, USDA Garfield County GIS USFS BLM State Recreation Areas State Wildlife Areas WRNF Wilderness Areas Geologic Hazards Study Area Flood Plain (FEMA, USACE) Streams and Ditches unspecified type DITCH INTERMITTENT PERENNIAL Rivers and Lakes Parcels Other Roads And Trails BLM Administrative Driveway Inaccessible County Road Other Roads Private Road, Trail Trail, 4WD ATV Trail, All Vehicles Trail, Bicycle Trail, Horse Foot Roads 1:9,028 Divided Highway US Highway CO Highway Frontage Road County Road Local Street City Street Garfield County 1/17/2022, 2:12:15 PM 0 0.07 0.150.04 mi 0 0.1 0.20.05 km 1:4,514 printed from web app Garfield County Comprehensive Plan - Future Land Use Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, Intermap, USGS, METI/NASA, EPA, USDA Garfield County GIS USFS BLM State Recreation Areas State Wildlife Areas WRNF Wilderness Areas Geologic Hazards Study Area Flood Plain (FEMA, USACE) Streams and Ditches unspecified type DITCH INTERMITTENT PERENNIAL Rivers and Lakes Parcels Other Roads And Trails BLM Administrative Driveway Inaccessible County Road Other Roads Private Road, Trail Trail, 4WD ATV Trail, All Vehicles Trail, Bicycle Trail, Horse Foot Roads 1:9,028 Divided Highway US Highway CO Highway Frontage Road County Road Local Street City Street Garfield County 1/17/2022, 2:12:15 PM 0 0.07 0.150.04 mi 0 0.1 0.20.05 km 1:4,514 printed from web app approximate area of proposed small contractors yard 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 148 Floodplain Analysis (4-203.O) This section is not applicable to this application. The entire parcel and proposed small contractor’s yard are located outside of all floodplain area. --D D ~ C::J - _6256ll D " " " ., II ,, ,, •\ " II " ,, " D ARTICLE 7: STANDARDS 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 149 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 150 DIVISION 1. GENERAL APPROVAL STANDARDS 7-101: Zone District Use Regulations The property is zoned Rural (R) and meets all of the zone district dimensions as described in Table 3-201 for Rural/ Residential Lots. A waiver to the front setback requirement has been requested: • The Lot Size is 35.02 acres, where the minimum is 21,780 sf • The Arterial Front Setback is 100’ due to industrial nature of Small Contractor Yard (waiver request included earlier in package) • The Side setbacks are 10’ • The Rear Setback is 25’ • The modular office building height does not extend above 40’ The land use complies with Table 3-403. Small Contractor’s Yards are permitted as Industrial uses with Administrative approval. Table 3-403: Use Table IP/ By Right IA/ Administrative Review IL.I Limited Impact Review /Ml Major Impact Review l•I Exempt from County Review and Standards Use Category Use Type Campgrounel/ RV Park Visitor Small Camping Fac ility Accommodation Lodging Facilities Compressor/Pipeline Pump Station (Not Sub·ect to Article 9 Compressor, Booster Gravel Operation Mining operation Extraction Hydraulic Fracturing, Remote Surface Facility Injection Wefl, Pipe<I Injection Wefl, Small Injection Wefl. Large ii nd Gas D ·mn and Production on ct s Ya d, S Contract s Ya d. Large Service aterial an rng Processing Processing, Accessory (Bat ch Plant ) Processing, Temporary Residential Districts Nonresidential Districts Resource Land Zone Districts 1111111111111 M M M L L L M A • A A L L L L p p L • A A L L L • L L L L A A A A A A A • p p p p M M L L L L L Unless exempted, all uses must comply with Ar1icle 7 Standards including Use-Specific Standards. 7-905 7-906 7-1001 7-1001, 7-1002 This use is subject to 1041 Regulations as Described in Article 14 of the Land Use and Development Code EXEMPT p p p p p p p • p p p p p A p • p p p p 7-1001 A A p • p p p p 7-1001 L L • p p p p 7-1001 p p p p p p A p A 7-100 L -100 L L L A 7-100 L L L L • A L A A 7 -1001 L L L L • A A 7-1001 A A A A • A A 7-1001 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 151 7-102: Comprehensive Plan + Intergovernmental Agreements The land use is general conformance with the Garfield County Comprehensive Plan and complies with all applicable Intergovernmental Agreements, particularly the 2030 Comprehensive Plan Update that identifies this property within the Rural Employment Center boundary. The proposed small contractor’s yard helps the County meet goals outlined in Chapter 3, Section 4: Economics, Employment and Tourism • Policy 5 - Direct commercial and industrial development to locations which possess the appropriate physical features and community facilities and services. 7-103: Compatibility The nature, scale and location of the proposed small contractor’s yard will not change the character or experience of the adjacent rural land uses. 7-104: Source of Water As confirmed by the Basalt Water Conservancy District (BWCD), Water Allotment Contract NO. 775, Nordic Gardens Land Fund, LLC (2340 CR 100) “shall be entitled to receive and apply to beneficial use 0.033 cubic feet of water per second form the District’s direct flow rights and 1.5 acre feet of per year of storage or other augmentation water owner or controlled by the District.” The approved water rights are included in this submittal 7-105: Central Water Distribution + Wastewater Systems A. Water Distribution As confirmed by the Colorado Division of Water Resources, Well Permit #86473-F, Nordic Gardens Land Fund, LLC (2340 CR 100) is entitled to use the existing, centrally located well (cancelling the previous well permit no. 245829) for commercial/industrial use. • The approved well improvement permit is included in this submittal • The proposed Water Distribution Plan is included as Exhibit C B. Wastewater Systems Due to the lack of a nearby Sewage Treatment Connection, an on-site wastewater treatment system (OWTS) has been designed in accordance to County Standards to accommodate the site conditions and maximum tenant occupancy. Upon approval of this permit, an OWTS application will be completed, and pending its approval, the system will be installed by a local contractor. • The OWTS design package is included in this submittal, but is being updated to provide treatment to 500 gallons/day. • The update to the OWTS design is being submitted as a condition of approval along side the system installation. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 152 7-106: Public Utilities Electric, telephone, and communications utilities will remain on the property to service future tenants. Existing overhead electric lines that run within an electric easement through the property shall also remain. Site utility equipment is located to the west of the entrance to the property and shall be kept clear for access and maintenance. 7-107: Access + Roadways Please refer to the included Site Plan and Grading and Drainage Exhibits for the overall circulation and design plan & profile sheets for access and the internal driveways. A complete Garfield County Access Permit will be submitted at the time of Driveway Permit submission. Per inspections and conversations with Garfield County Road and Bridge Department, drainage and access in the area of the site egress is not an issue. A. Access to Public Right-of-Way A shared Semi Primitive Roadway provides access through the site and connects with the Public ROW at CR 100. An updated driveway connection through the existing RFTA ROW will be paved and widened per standards for two-way vehicular access. Stop signs will also be placed at each side of the Rio Grande trail B. Safe Access The Engineering Report includes in depth explanation of all the access, parking and roadways. RFTA approval for the egress through their ROW and across the Rio Grande Trail is included in this package. C. Adequate Capacity Site access meets Semi-primitive design standards, which include two 8’ lanes and 2’ shoulders on each side. D. Road Dedications N/A E. Impacts Mitigated In coordination with RFTA, degraded asphalt paving areas along the main entry will be repaired to provide necessary roadway improvements. F. Design Standards All roadway design standards will be met. Please see the included Site Plan and Grading and Drainage Exhibits included in this package. 7-108: Use of Land Subject to Natural Hazards No geologic or geotechnical conditions were identified which would preclude the use of this site for the proposed small contractor’s yard. 7-109: Fire Protection All site access and circulation has been designed to accommodate Emergency Access Standards. Please see the correspondence from the Carbondale & Rural Fire Protection District on the following page. 1 Vince@Crystalrivercivil.com From:Bill Gavette <gavette@carbondalefire.org>Sent:Tuesday, October 12, 2021 11:29 AMTo:vince@crystalrivercivil.comSubject:RE: 2340 CR 100 Fire Truck Access Vince, The proposed layout looks fine. I don’t see any issues for us. Thanks, Bill Gavette Deputy Chief Carbondale & Rural Fire Protection District www.carbondalefire.org 970‐963‐2491 From: vince@crystalrivercivil.com [mailto:vince@crystalrivercivil.com] Sent: Wednesday, October 06, 2021 4:31 PM To: Bill Gavette Cc: jay@crystalrivercivil.com Subject: 2340 CR 100 Fire Truck Access Hi Bill, Jay and I are working on the civil layout for the property up at 2340 CR 100 (Catherine Store Road), the property will the large eagle statue at the entrance. The property is being proposed to the Garfield Board Of County Commissioners for a small contractors yard. The access driveway is being increased to 20’ wide and the overhead clearance at the entrance structure is 16’ in height. A neighboring property owner also uses this access. We have used 50’ centerline radii within all driveway areas as described in Garfield County Code. The shared driveway that continues to the west, is to be cleaned up and widened in some areas to 16’. We have added a fire truck turnaround to the property to the east, where the proposed structures/site offices are to be located. Both these units are 1,200 sf in area, so pretty small. The drawings to be submitted to the county will have grading, drainage and layout of the driveways, access and utilities for the property. We wanted to run this by you and see if you had any thoughts on fire access to the property, fire mitigation, etc. If you would like to review the site plan, Jay and I would be more than happy to plot a full‐size drawing and have an in‐person meeting. We are open to your availability. Thanks for the help! 2 Vince Tomczak, P.E. Owner | Crystal River Civil LLC Phone: (810) 252-2075 Email: Vince@CrystalRiverCivil.com 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 153 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 154 DIVISION 2. GENERAL RESOURCE PROTECTION STANDARDS 7-201: Agricultural Lands A. No Adverse Effect to Agricultural Operations This application shall not adversely affect or otherwise limit the viability of existing agricultural operations and no agricultural lands shall be disturbed. This application is located on a reclaimed portion of the existing site B. Domestic Animal Controls n/a C. Fences n/a D. Roads n/a E. Ditches 1. Adjacent properties or anyone else with water rights to the section of the Union Ditch running through the developable area of the property are not impacted by the land use change. Adjacent properties utilizing the Union Ditch via diversions laterals shall remain. A note on the site plan has been added to confirm this. 2. All rights-of-way for the ditches and laterals for existing water rights on the parcel shall remain in place, as stated on the Site Plan. 3. No land use changes presented shall have any effect on the irrigation ditch rights-of-way. 4. The land use change shall not have any effect on the access to the irrigation ditches and laterals for maintenance purposes during and after construction of the access and drainage improvements to the site. 5. The final plat will include a maintenance easement for the ditch. No structures or fences are proposed within the right-of-way that interfere with maintenance access for the ditch. 6. Ditch crossings are not proposed for the land use change and the construction associated to the change. All existing ditch crossings shall not be disturbed for the project. 7. The Union Ditch company contact for “Referral To Ditch Owner” is located below: Union Ditch Company 1025 9th Ave. Suite #309 Greeley, Colorado 80631 Division: South Platte River Basin 8. No development or land use changes for the proposed project shall have any adverse effect on the existing Union Ditch running through the property. All drainage within the site plan that is associated with the land use change will be captured and detained, prior to entering the irrigation ditch, meeting Garfield County Drainage code. 9. No surface water within the disturbed area for the land use change shall enter the irrigation ditch as shown on the site plan and the grading and drainage plan that is include with this submission package. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 155 7-202: Wildlife Habitat Areas The wildlife use patterns associated with the small contractor’s yard and surrounding property have been in place long term at this site. Of the 35.02 acre site, only the previously used area (~4.16 acres) will be available for tenant use. The remaining 30.6 acres, the majority of which is native hillside, will be protected and unavailable for use. 7-203: Protection of Waterbodies There are no wetlands or waterbodies that will be disturbed by activities associated with the small contractor’s yard. All existing ditches, including a section of the Union Irrigation Ditch, will be protected and maintained to provide optimal function. No storage of hazardous materials or use of salt or sand will be allowed on adjacent roads or the shared driveway. 7-204: Drainage + Erosion All runoff within the developed area shall be treated on site via bio-swales. Erosion control structures are proposed for erosion mitigation. Please refer to the grading and drainage plan in Exhibit B for more details on drainage and erosion control. Drainage is also discussed in detail within the preliminary engineering report included in this submission package. 7-205: Environmental Quality This application shall not adversely affect or otherwise limit the viability of existing agricultural operations and no agricultural lands shall be disturbed. This application is located on a reclaimed portion of the existing site A. Air Quality This application and any future tenant of 2340 CR 100 shall not cause air quality to be reduced below acceptable levels established by the Colorado Air Pollution Control Division B. Water Quality All hazardous materials shall be stored and used in compliance with applicable State and Federal hazardous materials regulations. 7-206: Wildfire Hazards A. Location Restrictions The application area is designated as a containing Low to Moderate fuel hazards as it is located along the boundary of irrigated agriculture lands (low) and shrub/brush rangeland comprised of pinyon-juniper plant communities (moderate). The southern portion of the property contains steep slopes, but the area designated for the Small Contractor’s yard would be located in the northern portion of the site where slopes are between 0-4%. The applicant has traditionally cleared ladder fuels from the developable area of the site and base of the hillside. They agree to continue to maintain vegetation control on the property to minimize any potential impacts from wildfire following Garfield County and State Forest Service guidelines for defensible space. approximate area of proposed small contractors yard 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 156 B. Development Does Not Increase a Potential Hazard The proposed application is developed in a manner that does not increase the potential intensity or duration of a wildfire, or adversely affect wildfire behavior or fuel composition. Leases shall contain provisions regarding the storage of potentially flammable materials. C. Roof Materials + Design This application does not propose any new structures. The existing site office includes a roof composed of non-combustible materials. 7-207: Natural + Geologic Hazards This application does not include any natural or geologic hazard areas. 7-208: Reclamation The proposed work within this site will only impact previously developed areas. No removal of vegetation or expansion of the existing yard is proposed. Any areas that are disturbed as a result of the proposed site plan will be restored as natural-appearing areas. VEGTYPE Irrigated Agriculture Pinyon.Jun i per trigJl!d Agllculllre SYMBOL 69 23 LULC _PRIMARY 21 32 An,a,..IJno!)er FUEL....HAZ FUELHAZ TYPE LOW C ro p land and Pas ture 2 MODERATE Shrub and Brush Rangeland 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 157 DIVISION 3. SITE PLANNING AND DEVELOPMENT STANDARDS 7-301: Compatible Design Extensive efforts were made to ensure the proposed site plan provided a successful solution that minimizes impacts to neighboring properties while supporting the needs of future tenants. Multiple meetings were held with neighbors, Charles Cole and HP Hansen to share the proposed plans for the site and request feedback. The resulting Site Plan (Exhibit A), provides a low impact solution to the existing site. Subtle refinements to the site program and layout will result in a more compatible solution within the area context. The proposed site design offers safer and improved industrial functions, while respecting the local context and meeting County and RFTA standards. A. Site Organization The proposed site program/design contains minor circulation improvements to accommodate future vehicular and shared access needs. Perimeter areas are planned for low impact functions, such as: loading/unloading, snow storage and utility needs. The site interior will be used for tenant storage. B. Operational Characteristics Site operations have been improved through access and circulation planning. Dedicated parking, loading/unloading, one-way traffic routes, a commercial/industrial well and OWTS system are all proposed to ensure efficient operations throughout the site. C. Buffering The proposed site will rely on the continued maturation of the extensive perimeter vegetation and landform/berms to accommodate visual and acoustic buffering requirements. D. Materials No changes to exterior facades are planned as part of this submittal. 7-302: Off-street Parking and Loading Standards Off-street parking is proposed and delineated within Exhibits A + B. Per Table 7-302.A, the 670 square foot office would required 3 spaces minimum. Eight traditional stalls are delineated in the area of the office building, along with one Van ADA stall and one standard ADA stall (two total ADA stalls). Loading/ unloading areas are provided and labeled in the site plan in Exhibit A. 7-303: Landscaping Standards A waiver request to a landscaping plan is included in this package due to the industrial uses proposed on the site and the large amount existing vegetation on site acting as a buffer. The proposed Small Contractor’s Yard will be an industrial use located fully within an Rural Use Zone. However, as the applicant is seeking a waiver to the standard front setback requirement, landscape standards have been responded to below: 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 158 A. General Standards The proposed site program/design contains minor circulation improvements to accommodate future vehicular and shared access needs. Perimeter areas are planned for low impact functions, such as: loading/unloading, snow storage and utility needs. The site interior will be used for tenant storage. B. Multi-Family Development n/a C. Subdivision, PUD, and Rural Land Development Exemption n/a D. Plants Compatible with Local Conditions No changes to exterior facades are planned as part of this submittal. E. Existing Vegetation All healthy trees, native vegetation, natural or significant rock outcroppings, and other valuable features shall be preserved and integrated withi F. Minimum Size n/a - no new vegetation is being proposed as part of this application G. Minimum Number of Trees and Shrubs Existing site planting zones have been strategically grouped to provide naturalistic transitions from the adjacent native hillside, while also serving as internal buffers/dividers. These internal groupings of plants help to reduce the impacts of wind, noise and dust. These groupings also help to dilineate the site. H. Parking and Storage Prohibited n/a I. Clear Vision Area A Clear Vision Area, which meets the standards of this requirement, is depicted on the Site Plan in Exhibit A. 7-304: Lighting Standards No lighting improvements are proposed as part of this application. All existing exterior lights are directed inward and do not affect vehicular traffic along CR100. All interior lights are fully shielded and directed downwards. No flashing lights will be utilized anywhere on the property. 7-305: Snow Storage Standards Adequate snow storage areas are available on site to meet the 2.5% of driveway, parking and loading areas. These snow storage locations are included on the site plan in Exhibit A. Snow storage will be located in noted yard areas, away from vehicular traffic and operations areas. 7-306: Trail and Walkway Standards Interior stop signs will be located to identify vehicles of the intersection at the shared access drive and the Rio Grande Trail. The applicant has provided an Access Plan and received approval from RFTA confirming a proposed approach that meets existing safety and construction standards. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 159 DIVISION 10. ADDITIONAL STANDARDS FOR INDUSTRIAL USE 7-1001: Industrial Use A. Residential Subdivisions n/a B. Setbacks The site lies within a rural/residential zone district. All storage and staging facilities will remain at least 100 feet from any property line to the east, south and west and at least 50 feet from the property line to the north. A waiver request to the northern property line setback of 50 feet has been included in this package. Please refer to Exhibit A for the industrial use setbacks. C. Concealing and Screening The existing layout of the site provide extensive concealing and screening qualities of internal activities from neighboring properties on all sides. As illustrated in the program diagrams on the following pages, a combination of deciduous and coniferous trees and shrubs have been planted at varying stages over the years to provide conceal and screen the site. D. Storing No changes to exterior facades are planned as part of this submittal. E. Industrial Wastes All healthy trees, native vegetation, natural or significant rock outcroppings, and other valuable features shall be preserved and integrated withi F. Noise The facility and future uses will adhere to noise standards as defined within Division 10. G. Ground Vibration The facility and future uses will adhere to ground vibration standards as defined within Division 10. H. Hours of Operation Work hours for the parcel shall be 7am to 7pm, Monday through Saturday. No operations shall occur on Sundays. I. Interference, Nuisance, or Hazard The facility and future uses will adhere to Interference, Nuisance, and Hazard standards as defined within Division 10. ENTRY FUTURE OWTS DIAGRAM KEY: PERIMETER SCREENING INTERNAL SCREENING MAIN ACCESS ROAD INTERNAL SITE ACCESS CR 1 0 0 RI O G R A N D E T R A I L OFFICE 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 160 Concealing and Screening Diagram 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 161 AERIAL VIEW OF WESTERN AND NORTHERN PROPERTY BOUNDARIES - LOOKING NORTHWEST AERIAL VIEW OF WESTERN AND NORTHERN PROPERTY BOUNDARIES - LOOKING SOUTHWEST 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 162 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 163 APPLICATION EXHIBITS Exhibit A: Site Plan Exhibit B: Grading and Drainage Plan Exhibit C: Water Distribution Plan Exhibit D: Site Improvement Survey OE OE OE OE E X - U E EX-UEEX-UEEX-UEOEX XXXXXX X X XXXXXXXXXXXXXXXXXXXXXXX OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEX X X XXXXXXXXXXX WESSSSSSSSSSSSSSSSSSSSSSSSSSSSSXXXStaging Area(0.30 Acres)Staging Area(0.07 Acres)Storage Area(0.17 Acres)Storage Area(0.11 Acres)Developable Area4.15 AcresStorage Area(0.26 Acres)Staging Area(0.26 Acres)Catherine Store Road (CR 100)(Asphalt)Ac c e s s R o a d ( 2 0 ' W i d e G r a v e l )RFTA Rio Grande Trail (Asphalt)Loop Road 2(16' Wide Gravel) Lo o p R o a d 1 (12 ' W i d e G r a v e l )Internal Driveway(16' Wide Gravel)Proposed OWTS Soil TreatmentArea (STA). Refer To OWTSDesign Package For Layout.Final OWTS Sizing To BeConfirmed At Permit Submission.Potential Future ShopMaintain Existing AccessFor Neighboring Lot(s)30' Wide Holy Cross Electric EasementExisting Union Irrigation DitchExisting Site OfficeService Utilities To Structure Shall Remain(5) 9'x20' Parking StallsRefer to Garfield County Code 7-3022 ADA Compliant ParkingStalls (1 Standard, 1 Van)(3) 9'x20' Parking StallsRefer To Garfield County Code 7-302Fence Off Area For SoilTreatment Area To PreventAny DisturbanceMaintain Existing 16' WideAccess Easement ThroughoutInternal DrivewayProperty Line (Typ.)50' Setback Line (Typ.)2' Shoulders Along AsphaltPaved Access RoadExisting Culvert (Typ.)Existing Coffman LateralSmall Contractor's YardExtent Of AccessExisting Vegetation Buffers To Remain (Typ.)End Of Asphalt PavementBegin Gravel DrivewayUndevelopable Area(30.87 Acres)Notes:1. Domestic Water Treatment System To Be Installed At Each Structure.2. Refer To Well Pump Memo and Water Quality Memo Completed By LRE Water andDated 09/17/2021 For Additional Information On The Existing Well And RecommendTreatment System.3. Refer To The OWTS Design Packet Completed By CBO Inc. Dated 11/24/2019 ForOWTS Layout, Calculations, And Requirements For OWTS Installation.Existing Culvert To Remain (Typ.)L1L2L3L4L5L6 L7L8 L9L 1 0 L11L12L13L1 4 L15L16L1 7 L18L19L20100' Setback Line. No Storage AllowedWithin Setback Per Garfield County Code.Stormwater Bio Swales (Typ.)Refer To Grading And DrainagePlan For DetailsNo Tenant AccessFire TruckT-TurnaroundParking Prohibited in FireTruck Turnaround AreaAccess Road (20' Wide Asphalt)Clear Vision ZoneNo Plantings Shall Be Within TheseZones Per Garfield County Code 7-303Snow Storage Area Meeting Min.2.5% Of Roadways and ParkingAreas Per Garfield County Code7-305.Existing Lean ToShall RemainExisting Shade StructureShall Remain433 Sq. Ft. GravelPavement Added532 Sq. Ft. GravelPavement Added532 Sq. Ft. GravelPavement AddedExisting Drainage BioswaleTo Be Cleaned UpAll Irrigation Ditch Laterals, Diversions, AndRights-Of-Way On The Property For Existing WaterRights Shall Remain In Place As Per Colorado StateStatues, C.R.S. 37-86-102.Line TableLineL1L2L3L4L5L6L7L8L9L10BearingS9°01'05"ES64°07'25"ES73°33'06"EN81°24'25"EN62°51'43"EN48°50'32"ES89°29'15"EN37°09'53"EN21°36'56"WN48°02'50"ELength210.15'101.49'69.57'91.91'58.07'45.96'54.45'34.68'10.01'28.89'Start Point (N,E)1574261.58,2529358.921574054.02,2529391.861574009.73,2529483.181573990.03,2529549.901574003.76,2529640.781574030.25,2529692.461574060.50,2529727.061574060.01,2529781.501574087.65,2529802.451574096.95,2529798.77End Point (N,E)1574054.02,2529391.861574009.73,2529483.181573990.03,2529549.901574003.76,2529640.781574030.25,2529692.461574060.50,2529727.061574060.01,2529781.501574087.65,2529802.451574096.95,2529798.771574116.26,2529820.25Line TableL11L12L13L14L15L16L17L18L19L20S68°49'48"EN79°14'40"EN64°41'14"EN33°26'19"ES89°58'51"EN68°43'08"EN37°21'13"EN40°57'50"WN71°29'06"WS82°31'59"W40.71'45.35'123.68'25.80'66.13'33.59'102.68'54.66'104.36'700.75'1574116.26,2529820.251574101.56,2529858.211574110.02,2529902.761574162.90,2530014.561574184.43,2530028.781574184.41,2530094.921574196.61,2530126.221574278.23,2530188.521574319.50,2530152.691574352.64,2530053.731574101.56,2529858.211574110.02,2529902.761574162.90,2530014.561574184.43,2530028.781574184.41,2530094.921574196.61,2530126.221574278.23,2530188.521574319.50,2530152.691574352.64,2530053.731574261.58,2529358.92Developable Area Line TableDrawing ScaleUnits (Feet) 1" = 40'04080NSWEOf 8 Pages01 Land Use Exhibits 03.18.2022 VJT #Description Date Drawn By Nordic Gardens Land Fund 2340 CR 100 Carbondale, Colorado 81623 1101 Village Road, Unit UL-4CCarbondale, CO 81623(970) 510 - 5312ND Reviewed By Not For ConstructionJob #: 21.31SiteVicinity MapNot To ScaleContactsProperty OwnerNordic Garden Land Fund, LLCPlannerRe:LandCivil EngineerCrystal River Civil, LLCKeith Keating2340 CR 100Carbondale, Colorado 81623(970) 379-3307kfkeating@gmail.comNicholas DiFrank(303) 829-8362nick@re-land.comVince Tomczak, P.E.1101 Village Road Unit UL-4CCarbondale, Colorado 81623(970) 510-5312vince@crystalrivercivil.comC.01Site Plan---I I I \ I \ "'""" l C 11bor,da:,le l I --I \ I I I I -C.,tt,o11,., S10"' Rd Whit" 1-1•11 'j, -• .# , , --Mi~oou, Hr.: j r 1//,fy ,,, -/' -~ 1, ----\ \ \ \ \ \ \ \ I I I -.,, • • , r , ' -~ EACLE _____ .., PITKl>I t:rnme Rd ~~ ------------------ -... / ...... / ...... ------- ---,--------------------------1 I I I I I I I I I I I I I I Developable Area 4.15 Acres Undevelopable Area 30.87 Acres Total Area Of Site 35.02 Acres CRY~TAl RIYIR CIYll OE OE OE OE E X - U E EX-UEEX-UEEX-UEOEX XXXXXX X X XXXXXXXXXXXXXXXXXXXXXXX OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEX X X XXXXXXXXXXX WESSSSSSSSSSSSSSSSSSSSSSSSSSSSSXXX6250 6 3 8 0 6 3 7 0 6 3 6 0 6 3 5 0 634063306320631063006290628062 7 0 6 2 6 0 625262 5 4 6400639063806 3 7 0 6 3 6 0 6 3 5 0 6 3 4 0 6 3 3 0 6 3 2 0 6 3 1 06300 62906280627062606 2 6 0 6256 Catherine Store Road (CR 100)(Asphalt)Ac c e s s R o a d ( 2 0 ' W i d e G r a v e l )RFTA Rio Grande Trail (Asphalt)Loop Road 2(16' Wide Gravel) Lo o p R o a d 1 (1 2 ' W i d e G r a v e l )Internal Driveway(16' Wide Gravel)Existing Domestic Well To Be Upgraded ToIndustrial Well. Refer To Water ResourcesMemos For Additional Information On WellPump And Water Quality Tests.Maintain Clear Area For WellAnd Electric Box AccessUnion Irrigation DitchExist. Culvert To RemainRefer To OWTS Design Package ForSeptic Tanks and Sanitary Pipe Layout.Existing Overhead Electric LinesAnd Structures To RemainSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFFire Truck Turnaround(20' Wide Drive)Maintain Min. 20' Width and 16'Clear Height At Entrance ToProperty For Fire Truck AccessProposed Bio-Swale A166' Long, 10' WideTop Elev. = 6252.00'Bottom Elev. = 6251.75'Proposed Bio-Swale A266' Long, 10' WideTop Elev. = 6251.00'Bottom Elev. = 6250.75'Proposed Bio-Swale A398' Long, 10' WideTop Elev. = 6250.00'Bottom Elev. = 6249.75'Proposed Bio-Swale B44' Long, 8' WideTop Elev. = 6252.00'Bottom Elev. = 6251.50''Existing Bio-Swale C To Be Cleaned UpTo Meet Detail Requirements96' Long, 5' WideTop Elev. = 6253.00'Bottom Elev. = 6252.25''Max. 20' Egress At RFTARio Grande Trail Crossing.52.8253.2254.7554.2054.2054.0154.0155.1154.2954.2053.6953.1353.8254.4655.0155.0055.9856.0054.0655.4655.7956.1358.8158.6258.7059.6254.7853.7953.4254.0554.9653.7954.0052.6452.0051.2552.0151.3351.9451.7552.4152.9853.0051.5753.9054.003.8%2.8%4.0%2.1%3.1%2.4%1.7%Silt Fence (Typ.)Revegetate Bio-Swale Withnative Grasses (Typ.)Notes:1. Disturbed Landscaping Shall Be Revegetated With NativeGrasses or Seed Mix As Required By Garfield County.Vehicle Tracking PadProperty Line (Typ.)Setback Line (Typ.)Exist. Site OfficePotential FutureShopRefer To OWTS Design PackageFor Soil Treatment Area Layout.Existing Bio-Swale D30' Long, 3' WideTop Elev. = 6259.00'Bottom Elev. = 6258.50'Existing Bio-Swale E30' Long, 6' WideTop Elev. = 6257.00'Bottom Elev. = 6256.225Existing Bio-Swale F30' Long, 3' WideTop Elev. = 6256.25'Bottom Elev. = 6255.75'Drawing ScaleUnits (Feet) 1" = 40'04080NSWEOf 8 Pages01 Land Use Exhibits 03.18.2022 VJT #Description Date Drawn By Nordic Gardens Land Fund 2340 CR 100 Carbondale, Colorado 81623 1101 Village Road, Unit UL-4CCarbondale, CO 81623(970) 510 - 5312ND Reviewed By Not For ConstructionJob #: 21.31C.02Grading and Drainage PlanNote: Calculated detention volumes derivedfrom a 25-year storm event using theModified FAA Rational Method.-----\ - -• • • • • • • • ----------I \ I I (Name) A:. &4d:IIIU nlut ------------• • • IS c; -;:·_:: .f ;:_·:; ~ --.. -----------/ -;; :;; ,:-: ;. ;; -:: ·-..:.::!-'_/--:-_: -_-;--------._;;.· / ~ ,:: :;;. ;; / / a ;:,, :,:.:. // // -CRY~TAl RIYlR CIYll -2 / .,,,. .,,,. --: ;;.: ;.,,,. -· ,, ;. -:-::-j f ,...,. /.-r---_J OEOEOEOEOEOEOEOEOEXXXXXX XXXXXXXXXXXXXX X X X X X X X XXX OE OE OE OE OE OE OE OE OE OE OE OEOE OEOEW SS SS SS SS SSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS11001200 1 3 0 0 14 00 1 5 0 0 PC: 10+80.74 PC: 12+02.07PC: 1 2 + 9 3 . 1 1 PC: 14+41.33 PC: 11+22.35PT: 11+00.47PT : 1 2 + 9 1 . 8 8 PT: 14+07.47 PT: 15+28 .99PT: 11+35.64BP: 10+00.00N:1574466.54E:2529768.16 Begin Access DriveBegin Aspahlt Pave.Sta:10+34.67Off:0.00'Tie Into Exist.Sta:10+70.95Off:8.00'LTie Into Exist.Sta:10+71.16Off:8.00'RTie Into Exist.Sta:10+81.12Off:8.00'RTie Into Exist.Sta:10+81.39Off:8.00'LSta:11+11.41Off:8.00'LSta:11+11.41Off:8.00'REnd Asphalt Pave.Begin Gravel Pave.Sta:11+41.72Off:0.00'PCSta:11+43.53Off:10.00'LPTSta:12+15.31Off:10.00'LPCSta:12+23.05Off:10.00'LPCCSta:12+73.28Off:10.00'LPCCSta:13+11.04Off:10.00'RPCCSta:13+80.64Off:8.00'RPCSta:13+71.47Off:33.04'RRPSta:13+80.64Off:23.00'RRPSta:12+73.28Off:33.00'LRPSta:12+23.05Off:70.00'LRPSta:12+15.31Off:40.00'LPCSta:11+94.24Off:41.70'LRPSta:11+43.53Off:40.00'LPTSta:11+73.24Off:35.88'LPTSta:13+26.07Off:13.79'RPCSta:10+34.89Off:37.68'LPCSta:10+34.46Off:36.75'RRPSta:10+64.43Off:38.00'RRPSta:10+64.89Off:38.00'LPCCSta:12+49.16Off:33.46'LPCCSta:12+62.30Off:47.02'LR15.00R12 2 . 0 0 R23.00R60.00Access Driveway(Gravel)Loop 1 Road (G ra ve l )Loop 1 Road(Gravel)RFTA Rio Grande Trail(Asphalt)CR 100(Asphalt)R30.00R30.0016.00 Acces sDrivewa y (Aspha l t )Ac ce s s D r i vewa y (G r a v e l )Loop 1 Road IntersectionEnd Proposed Driveway GradingTie Into Exist. Gravel PavementSta:11+78.36Off:0.00'R5 0 . 0 0RPSta:13+11.04Off:60.00'RLoop 1 Road IntersectionSta:12+50.13Off:0.00'Loop 2 Road IntersectionSta:13+15.08Off:0.00'20.00R30.00R30.00PTSta:10+64.89Off:8.00'LPTSta:10+64.43Off:8.00'REnd 20' Wide Gravel DriveBegin Transition To 16' Wide Gravel DriveSta:12+93.34Off:10.00'LRPSta:14+10.07Off:130.00'LExist. RFTA Stop Sign To Be RemovedSta:10+67.77Off:9.53'RExist. RFTA Stop Sign To RemainSta:10+90.32Off:15.85'LRFTA Stop Sign (R1-1)Size Per RFTA Access StandardsSta:10+67.66Off:14.00'R625 3 6252625562606265627062756280628562906295630063056310625562 5 4 6 2 5 3 6 2 5 3 Access CL ProfileHorizontal Scale: 1"=20'Vertical Scale: 1"=10'6240625062606270624062506260627010+20EG FG10+40EG 6254.6 FG 6254.6710+60EG 6254.0 FG 6254.3710+80EG 6254.0 FG 6254.02 11+00EG 6253.0 FG 6253.62 11+20EG 6253.0 FG 6253.23 11+40EG 6253.0 FG 6253.02 11+60EG 6253.0 FG 6253.07 11+80EG 6253.3 FG 12+00EG 6253.5 FG 12+20EG 6253.6 FG 12+40EG 6254.0 FG 12+60EG 6254.0 FG 12+80EG 6254.0 FG 13+00EG 6254.4 FG 13+20EG 6254.6 FG 13+40EG 6254.0 FG 13+60EG 6254.0 FG 13+80EG 6254.0 FG -1.50%-2.00%-2.00%1.13%Begin Access Drive CL ProfileTie Into Exist. CR 100STA = 10+34.67ELEV = 6254.748Tie Into Exist. RFTA Rio Grande TrailSTA = 10+71.06ELEV = 6254.203Tie Into Exist. Rio Grande TrailSTA = 10+81.23ELEV = 6253.999End Access Drive CL ProfileTie Into Existing Gravel PavementSTA = 11+78.36ELEV = 6253.269PVI STA: 11+39.59PVI ELEV: 6252.83K: 15.97LVC: 50.00BVCS: 11+14.59 BVCE: 6253.33 EVCS: 11+64.59 EVCE: 6253.11LOW PT. STA: 11+46.55LOW PT ELEV: 6253.01Maintain Exist. Pavement AndCross Slope On Rio Grande TrailDrawing ScaleUnits (Feet) 1" = 20'02040C.03Access Drive P&P 1Of 8 Pages01 Land Use Exhibits 03.18.2022 VJT #Description Date Drawn By Nordic Gardens Land Fund 2340 CR 100 Carbondale, Colorado 81623 1101 Village Road, Unit UL-4CCarbondale, CO 81623(970) 510 - 5312ND Reviewed By Not For ConstructionJob #: 21.31\ \ \ ' -I ' ' ' ' ' ' ' ' ; j \ '\ ' \ I ' ' ' \ \_ \ \ \ --., \ :i,\ . \ \ \ \ \ . \ \ \ \ ~ \ . \ \ . \ \ ,\ \ \ \ \ . \ \ \ . \ \ \ . \ \ \ \ \ \ \ \ \ \ -\ \ \ _/ \ \ \ ~ \ \ \ \ \ ~ --\ \ \ I I ,, ! -~ I I \ I I I -~-I I I \ I I \ I I I ,-\ I --'I ' I I I I \ \ \ \ \ \ \ \ \ I I \ \ \ \ \ \ ' \ \ \ \ \ \ \ \ I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ' \ ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ~ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ '"\'' \ ,\ ~ \ \' \ \' \ ',, \ \ \ '\' '\' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ,, \ \ \ -\ \ \ \ \ \ \ \ \ ' \ \ I \ \ \ \ \ \' ,_ \ \ \ ,\ \ ' \ \ \, ,\ \ \ \ \ ,\ \ \ \ \ \ \ \ \ \ \ \ \' ,\ \ \ \ \ \ \ \ \ \ \ \ \ ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ,, ' \ \ \ \ \ \ \ \ \ ', \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ '\\, \ \ \ \ \ \ \ \ \ \ \ \ \ \ -\ \ \ \ \' '\ \ \ \ \ \ \ \ \ \ \ \ \ \ . ' \ \ \ \ --\ \ \ \ \ \ \ ,\ \ \ '\ \ \ \ \ \\ \ \ \' \ \ ' \ \ \ \ \ \ \ CRY~TAl RIYlR CIYll OEOEOEOEOEOEOEOEOEXXXXXXXXXXXXXXXXXXXXOEOEOEOEOEOEOEOEOEOEOEOEOEOEXXXXXXXXXXX X X X XXXXXXXXOEOEOEOE SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSXXX X X XX13 00 140015 00 16 00 17 00 18 00 PC: 12+93.11 PC: 14+41.33PC: 15+97.39 PC : 1 7 + 5 3 . 0 3 PT: 12+91.88 PT: 14+07.47PT: 15+28.99 PT: 1 6 + 6 9 . 9 0 PT: 17+ 8 5 . 2 3 EP: 18+ 1 2 . 2 7 N:1574 0 7 5 . 8 5 E:2529 3 7 2 . 6 9 End Transition To 16' Wide Gravel DriveBegin 16' Wide Gravel DriveSta:14+10.07Off:8.00'LPCCSta:16+39.63Off:8.00'RPTSta:16+75.42Off:53.62'RPCSta:17+10.12Off:19.51'RPTSta:17+28.23Off:8.00'RSta:17+96.00Off:0.00'Sta:17+98.53Off:8.00'RSta:17+93.46Off:8.00'LRPSta:16+39.63Off:36.00'RRPSta:17+28.23Off:28.00'RR28.00 R20.00 16.00 16.0 0 Access Driveway(Gravel)Access Driveway(Gravel) L o o p 2 R o a d ( G r a v e l )Load/Unloading(Gravel)Loop 1 Road(Gravel)Property Line (Typ.)Setback Line (Typ.)Loop 2 Road IntersectionSta:16+94.05Off:0.00'6255 6260 6265 6270 627562806285629062956300625562546 2 6 0 625562516251625 1OWTS Soil Treatment Area100' Setback Line (Typ.)Install 433 Sq. Ft. GravelPavement At IntersectionAccess CL ProfileHorizontal Scale: 1"=20'Vertical Scale: 1"=10'6240625062606270624062506260627014+20EG 6254.0 FG14+40EG 6254.0 FG14+60EG 6253.9 FG14+80EG 6253.7 FG15+00EG 6253.4 FG 15+20EG 6253.4 FG 15+40EG 6253.7 FG 15+60EG 6253.6 FG 15+80EG 6253.6 FG 16+00EG 6253.0 FG 16+20EG 6253.0 FG 16+40EG 6253.0 FG 16+60EG 6252.7 FG 16+80EG 6252.6 FG 17+00EG 6252.6 FG 17+20EG 6252.7 FG 17+40EG 6251.8 FG 17+60EG 6251.8 FG 17+80EG 6252.0 FG 18+00EG FG Drawing ScaleUnits (Feet) 1" = 20'02040C.04Access Drive P&P 2Of 8 Pages01 Land Use Exhibits 03.18.2022 VJT #Description Date Drawn By Nordic Gardens Land Fund 2340 CR 100 Carbondale, Colorado 81623 1101 Village Road, Unit UL-4CCarbondale, CO 81623(970) 510 - 5312ND Reviewed By Not For ConstructionJob #: 21.31;,,.. ----------------( I ----------"::-....,-' ' ' ' ' ' \ \ \ \ \ \ \ \ \ I I I L I I I I ·, I \ I I I I I I I v' -I I I _:,,-I-I I I \ I \ \ -'-, -\ \ \ I I I I I I I I I I' \ _.\ '\ --\ -\ \ \ \ \ I \ \ \ \ / A ' ' ' ----,---\ ,_ I I I I t-i I I I I I I I I I I I I / / / / / / I / I / / --/ / / / / f---+---/ I / / / / / / / -+---/ I I I I I /1 I I I I \ \ \ / , ,-' ,/ ./ / I I I , I I I ,, ---------------------~ -L p I t--L ------,-/ / / -'--\ / / \ \ \ / --'-----I -1-, I ---1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -l \ CRY~TAl RIYlR CIYll V I I I s 3 1/ ... M ? /\ \ \ N OEOEOEOEOEOEOEOEOEEX-UEEX-UEEX-UEEX-UEEX-UEEX-UEEX-UEXXXXXXXXXXXXXXXXXXXXXXXXX X XXXXXXOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEW ESSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSXX2100220023 00 24 00 2500PC: 22+63.68PC: 23+87.93 P C : 2 4 + 4 2 . 1 3PC: 25+15.65P C : 2 1 + 7 9 . 2 2 P C : 2 1 + 4 9 . 6 7 PT: 22+98.92 P T : 2 4 + 3 1 . 0 9PT: 25+13.89PT: 25+60.83PT: 22+57.76P T : 2 1 + 6 3 . 1 0 B P : 2 0 + 0 0 . 0 0 N: 1 5 7 4 2 9 0 . 7 2 E: 2 5 2 9 7 8 8 . 8 4 EP: 25+87.97N:1574233.50E:2529803.78Sta:20+59.84Off:10.00'LSta:20+68.48Off:10.00'RSta:20+71.78Off:10.00'RSta:20+76.78Off:15.00'RSta:20+71.78Off:15.00'RSta:20+76.78Off:30.00'RSta:21+46.78Off:30.00'RSta:21+46.78Off:15.01'RSta:21+52.15Off:14.98'RSta:21+52.10Off:9.98'RSta:21+79.22Off:10.47'LSta:22+33.28Off:85.31'LSta:22+40.31Off:77.64'LSta:22+35.74Off:44.29'LSta:22+43.32Off:13.27'LSta:22+48.70Off:16.64'LSta:22+45.07Off:17.72'LSta:22+50.80Off:38.93'LSta:22+50.31Off:30.89'LSta:22+69.33Off:30.51'LSta:22+70.59Off:15.91'LSta:22+77.89Off:18.02'LSta:22+77.16Off:8.06'LSta:22+94.73Off:6.20'LSta:23+05.46Off:6.00'RSta:23+78.27Off:6.02'RSta:23+81.39Off:7.46'RSta:23+86.52Off:12.59'RSta:23+89.89Off:13.98'RSta:24+40.06Off:14.00'RSta:24+40.06Off:9.00'RSta:23+90.52Off:9.00'RSta:24+48.71Off:8.16'RSta:24+53.81Off:11.00'RSta:24+53.81Off:6.00'RSta:24+13.28Off:6.00'LSta:24+31.48Off:9.90'LSta:25+03.53Off:6.01'LSta:25+17.60Off:6.16'LSta:25+41.84Off:6.03'RR30.00 R5.00R30.0040 . 0 0 20 . 0 0 2 0 . 0 0 R5.00 R28.00 20.00 Sta:23+77.86Off:11.00'RSta:24+44.08Off:12.51'R20.00 12.00 R60.00R 2 3 . 0 0 R45.00R10.00 R60.00 R45.00R5.00R56.0020 . 0 0 9.00Loop 1 Road(Gravel)Fire TruckTurnaroundPotentialFuture ShopLoop 1 Road(Gravel)Truck Pull Off(Gravel)Access D r ive (G rave l )Loop 2 Road(Gravel)Exist. Conc.Pad ToRemainExist. Site Office(3) Parking Stalls(5) Parking Stalls(1) Standard ADA Parking Stall(1) Van ADA Parking Stall11.00Property Line (Typ.)Setback Line (Typ.)Ac c e s s D r i v e (Gr a v e l )Reserved Parking Sign (R7-8), TopVan Accessible (R7-8P), BottomSta:20+82.28Off:32.00'RDo Not Enter Sign (R5-1), TopWrong Way Sign (R5-1a), BottomSta:22+82.13Off:14.54'RIrrigation DitchCulvert To RemainNo Trespassing Sign (Custom)Sta:23+58.52Off:49.23'LNo Trespassing Sign (Custom)Sta:23+34.29Off:50.30'LReserved Parking Sign(R7-8), TopSta:20+97.28Off:32.00'R62 5 3 6255626062656270627562806285629062956300630563106254 625562556255CR 100RFTA Rio Grande Trail6253 Install 229 Sq. Ft. Of Gravel Pavement.Clear Exist Vegetation To Allow ForTruck and Emergency Vehicle Access.Loop 1 CL ProfileHorizontal Scale: 1"=20'Vertical Scale: 1"=10'6240625062606270624062506260627020+20EG 6253.2 FG20+40EG 6253.3 FG 6253.0920+60EG 6253.4 FG 6253.2920+80EG 6253.6 FG 6253.4921+00EG 6253.9 FG 6253.6921+20EG 6254.1 FG 6253.8921+40EG 6254.1 FG 6254.0921+60EG 6254.3 FG 6254.2921+80EG 6254.1 FG 6254.4922+00EG 6254.2 FG 6254.69 22+20EG 6254.6 FG 6254.89 22+40EG 6255.0 FG 6255.09 22+60EG 6255.1 FG 6255.39 22+80EG 6255.9 FG 6255.98 23+00EG 6256.8 FG 6256.82 23+20EG 6257.7 FG 6257.72 23+40EG 6258.6 FG 6258.46 23+60EG 6259.0 FG 6258.88 23+80EG 6259.0 FG 6259.02 24+00EG 6259.1 FG 6259.12 24+20EG 6259.2 FG 6259.20 24+40EG 6259.1 FG 6259.06 24+60EG 6258.7 FG 6258.61 24+80EG 6258.2 FG 6257.96 25+00EG 6257.5 FG 6257.30 25+20EG 6256.0 FG 6256.15 25+40EG 6254.9 FG 6254.55 25+60EG 6254.2 FG 6253.74 25+80EG 6253.8 FG Drawing ScaleUnits (Feet) 1" = 20'02040C.05Loop 1 Drive P&POf 8 Pages01 Land Use Exhibits 03.18.2022 VJT #Description Date Drawn By Nordic Gardens Land Fund 2340 CR 100 Carbondale, Colorado 81623 1101 Village Road, Unit UL-4CCarbondale, CO 81623(970) 510 - 5312ND Reviewed By Not For ConstructionJob #: 21.31---\ \ \ \ \ ---~V-+---J----l--14,,-t---+-----+-+----l--\ . "'t--f-----lf-----l~/ ---------------------------1-------------. ---------------, LJ ~----]7/ I I I \ \ t ~-1'-l>--J~----l------l--+---J.-.-~ ti I \ \ \ \ \ \ \ \ \ \ \ \ \ \ , \ I '1--I I I . ~ . /X \ \ \ J \ \ \ I / \ \ \ \ I '-l_-l-+--~1---1--/ I "-ct-+/ I I I I I I I \ \ \ I I I I \ \ \ I I I' I \ \ \ I I \ \ \ \ \ \ l---\ . I I I I I I I I I I I I --\ / I I \ ~i---t~-t-t--t-t-+-:-H-++---J--:-+~---1---j/-, / I CRY~TAl RIYlR CIYll OEOEOEOEOEOEOEOEOEXXXXXXXXXXXXXXXXXXXXXXXX X OEOEXXXXXXXXXXOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEXXXXXXXXXX X X X X X X XXXXOEOEOEOEWSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSXXX X X XX31 00 32 00 33 00 PC: 31+ 9 6 . 5 1 PT: 32+33.06BP: 30+00.00N:1574190.55E:2529781.24 EP: 33+65.28N:1574027.94E:2529476.80Sta:30+84.57Off:8.00'LSta:30+30.31Off:8.00'RSta:31+30.47Off:8.00'LSta:31+34.00Off:9.46'LSta:31+30.47Off:13.00'LSta:31+39.07Off:14.54'LSta:31+44.26Off:16.00'LSta:31+43.30Off:12.50'LSta:31+86.43Off:16.00'LSta:31+89.97Off:14.54'LSta:31+86.43Off:11.00'LSta:31+94.99Off:9.52'LSta:31+99.20Off:13.00'LSta:31+99.20Off:8.00'LSta:33+09.49Off:8.00'LSta:32+87.88Off:8.00'RSta:32+98.30Off:9.10'RSta:33+39.97Off:19.51'R16.0024.00 16.00 R5 . 0 0 R5.00R28.00R50.00 R20.00 R15.00 R50.00 Loop 2 Road (G rave l )Truck Pull Off(Gravel)Access Driveway(Gravel)Loop 1 Road(Gravel)Staging AreaLoop 2 Road(Gravel)Access Driveway(Gravel)Property Line (Typ.)Setback Line (Typ.)Maintain Access ToNeighboring PropertyProposed FencingProposed Septic FieldDrainage Bio SwaleExist. Vegetation BufferTo Remain (Typ.)6253 625262 5 5 6260 626562706275628062556254 62606255625162516 2 5 1 6253 Install 533 Sq. Ft. OfGravel PavementDrainage Bio SwaleLoop 2 CL ProfileHorizontal Scale: 1"=20'Vertical Scale: 1"=10'6240625062606270624062506260627030+20EG 6254.6 FG30+40EG 6254.3 FG 6254.3430+60EG 6253.8 FG 6253.9430+80EG 6253.8 FG 6253.54 31+00EG 6253.3 FG 6253.14 31+20EG 6252.9 FG 6252.74 31+40EG 6252.3 FG 6252.34 31+60EG 6252.0 FG 6251.94 31+80EG 6251.7 FG 6251.54 32+00EG 6251.1 FG 6251.15 32+20EG 6251.0 FG 6250.96 32+40EG 6251.0 FG 6251.06 32+60EG 6251.5 FG 6251.35 32+80EG 6251.5 FG 6251.65 33+00EG 6251.5 FG 6251.95 33+20EG 6251.7 FG 6252.25 33+40EG 6252.0 FG 6252.55 33+60EG 6252.8 FG Drawing ScaleUnits (Feet) 1" = 20'02040C.06Loop 2 Drive P&POf 8 Pages01 Land Use Exhibits 03.18.2022 VJT #Description Date Drawn By Nordic Gardens Land Fund 2340 CR 100 Carbondale, Colorado 81623 1101 Village Road, Unit UL-4CCarbondale, CO 81623(970) 510 - 5312ND Reviewed By Not For ConstructionJob #: 21.31I I -----------I I I ------I ------I I I I -.... I -..../ , ..... I I I I I I I I I I -----------\ \ -------~ ---------------------.... -~ ~ f i I / / I I I I -.... ,.__ --------.......,___ -.... -.... -.... -.... -.... -.... -.... -.... -.... -.... -.... -.... --~ -/ ' L__ -~ 1---I -=1 :-fl-=~ I ,, ~ \ ·\··'' ... < '.'-' < . " \ . \ \ \ \ \ \ I I \ } \\ \ \ ... \ \ '\ \ \ \ \ ' \ I I \ \ \ \ I I I J I I I \ \ ,\ I I I I I \ \ \ \ \ \ \ \ .. ' CRY~TAl RIYlR CIYll Road Base Driveway DetailNot to Scale8" Of Class 6 Aggregate Base CourseCompact to 95% ASTMStandard ProctorScarify and RecompactBottom of Excavation to 95%ASTM Standard ProctorMinimum 6" of Top SoilRevegetate as NecessaryAsphalt Driveway DetailNot to Scale8" Of Class 6 Aggregate Base CourseCompact to 95% ASTMStandard Proctor2" Asphalt Top Lift.CDOT SX Mix Design.Scarify and RecompactBottom of Excavation to 95%ASTM Standard Proctor2" Asphalt Base Lift.CDOT SX Mix Design.Minimum 6" of Top SoilRevegetate as NecessaryBio Swale Section and DetailNot to Scale50% Sand, 50% Topsoil MixtureSand/Topsoil MixMin. 6 Inches DeepBio Swale Depth, DAs Per PlanGeotextile FabricUndisturbed Native Soil AtBottom Of Bio Swale Section3131Finished Grading AsPer PlansNative Grasses Planted OnInterior Of Bio Swale SectionTo Promote Filtration.Bio Swale Width, WAs Per Plan10'10'Plan View70' Length Or As Site AllowsExisting Grade6" Minimum DepthGeotextile Fabric Placed At Bottom OfAggregateAAWidth Of DrivewayMinimum of 12'Vehicle Tracking PadAggregate Base as PerCDOT Subsection 208.02 (I)Elevation SectionSection A-AEntire Driveway Width(12' Minimum)Existing GradeGeotextile Fabric Placed AtBottom Of AggregateNote: Material Shall Extend the Full Width of Ingress and Egress of the ConstructionEntrance. Contractor is Responsible for Protection of Existing Curb And Gutter ThatCrosses Construction Entrance From Any Damage Without Blocking Flow Of Water.See SectionA-A BelowExisting Access PavementConstruction Siteor DrivewayExisting Access PavementConstruction Siteor DrivewayVehicle Tracking Pad6" Minimum DepthVehicle Tracking PadConstruction Entrance DetailNot to ScaleC.07DetailsOf 8 Pages01 Land Use Exhibits 03.18.2022 VJT #Description Date Drawn By Nordic Gardens Land Fund 2340 CR 100 Carbondale, Colorado 81623 1101 Village Road, Unit UL-4CCarbondale, CO 81623(970) 510 - 5312ND Reviewed By Not For ConstructionJob #: 21.31CRY~TAl RIYlR CIYll + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + . ·-:-·-·.·: -:-:-:::•···. I I _-1 l~ffi~ffi~I 11== == == == ==ffi1 I --------·~ .. ~ I ',~ I "'.'. , I I I, , :=-, , ~ ~11111111111111 ll 11 'I '1_11 ,I I I,, ,II I.Tl ,I 11 I :1 I ,.. OE OE OE OE OE OE OE OE OE E X - U E EX-UEEX-UEEX-UEEX-UEEX-UEEX-UEEX-UE X X X X XXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXX X OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEXX X X X X X X OEOEO E OEWESSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSXXXXXXXNotes:1. Domestic Water Treatment System To Be Installed At Each Structure.2. Refer To Well Pump Memo and Water Quality Memo Completed ByLRE Water and Dated 09/17/2021 For Additional Information On TheExisting Well And Recommend Treatment System.3. Refer to Colorado DWR Well Permit Number 86473-F For AdditionalInformation ON well Permitting and Requirements.Existing Domestic Well Upgraded To IndustrialWell Per Colorado Division Of Water ResourcesWell Permit Number 86473-F. Well PumpingRates Shall Not Exceed 15 GPM.Existing Water Shutoff To Remain. Optional SpigotTo Be Installed For Irrigation Water AllowanceThrough Industrial Well Permit. 27,400 sq. ft. OfIrrigation Area Via Industrial Well AllowedProperty Line (Typ.)Setback Line (Typ.)DWR Industrial Well, Permit Number 86473-F, Shall Be UsedFor Domestic Water Service At Existing Site Office. WaterTreatment Facilities Shall Be Installed In The Structure PerThe Recommendation Of LRE Water Quality Report Dated09/17/2021. A 15.8 GPM Pentair Standard UV DisinfectionSystem (Model PUV-16-P), Or Approved Equivalent, ShallBe Installed Prior To Any Domestic Water Use.Catherine Store Road (CR 100)RFTA Rio Grande TrailExisting Site OfficePotential Future ShopAccess Road(Asphalt)Access Road(Gravel)100' Well Setback FromSeptic Soil Treatment AreaDrawing ScaleUnits (Feet) 1" = 20'02040NSWEOf 8 Pages01 Land Use Exhibits 03.18.2022 VJT #Description Date Drawn By Nordic Gardens Land Fund 2340 CR 100 Carbondale, Colorado 81623 1101 Village Road, Unit UL-4CCarbondale, CO 81623(970) 510 - 5312ND Reviewed By Not For ConstructionJob #: 21.31C.08Water Distribution Plan--/ / / I I I I t + + + I+ . + . + + + + + + +} \ \ \ -\-\ \ "' 7 '-.. '-.. "------I --t------------'-' _J / / __ ,,,,,,,.,,,," I / I //// .,,,,.,/' ' I I I I I I I I / I I I I I I I I ,/ / I I I I I I I I I / / / ✓ I / / I / I I I I I I I I I ' ' ' ' ' I I I I I I I I / / / I I / I I I I I I I .,/' / / /// .,/' , / ,,.,,,,,"' / ✓ ,/// / / / / .,/' ,,,--.,.,-/ ,/ -------_____ .,.. \ / / / I I I .,..,. ....... ---I I I ' ' NE CORNER - SECTION 1(NE CORNER - GOV'T LOT 1)(SE CORNER - GOV'T LOT 21)FOUND 3-1/4" GLO BRASS CAP 1924BASIS OF BEARINGSS49°35'00"W 1441.16'DEED=1440.63'N11°15'19"E 1518.13'N11°16'37"E 1520.45'N32°12'34"W 144.25'DEED=N32°24'47"W 144.17'N65°06'41"W 101.49'DEED=N65°19'05"WN81°22'43"E 1533.00'N81°32'44"E 1517.87'RFTA=S00°21'18"W 415.85' S00°21'48"W 415.79' S02°20'30"W 426.25' DEED=S00°30'00"E 431.39'RFTA=N88°44'54"W 492.51'N89°44'24"W 492.65'S89°14'14"W 492.55'DEED=S89°10'00"W 512.04'DEED=S00°00'33"W 716.86' RFTA=S01°03'04"W 738.06' S00°03'25"W 738.07'SW CORNER - GOV'T LOT 14(NE CORNER - GOV'T LOT 21)FOUND 3-1/4" ALUMINUM CAPSTAMPED FARNSWORTH GROUPPLS24662SE CORNER - GOV'T LOT 14FOUND 3-1/4" ALUMINUM CAPSTAMPED FARNSWORTH GROUPPLS24662FOUND 2-1/2" 2001 ALUMINUMCAP STAMPED LS26950FOUND REBAR &1-1/4" RED PLASTICCAP LS26950EAST-15.57'FOUND 3-1/4" ALUMINUM CAP STAMPED RFTANO. 6200 PLS 246623.0' WITNESS CORNERFOUND 3-1/4" ALUMINUMCAP STAMPED RFTA 3' WCNO. 16165 PLS 24662FOUND 2-1/2" 2001ALUMINUM CAPSTAMPED LS26950SOUTH - 9.5'FOUND REBAR &1-1/4" RED PLASTICCAP S&W LS26950S49°42'17"W27.80N00°23'21"E 101.22'100' R.O.W.FOUND REBAR &1-1/4" RED PLASTICCAP S&W LS26950FOUND REBAR &1" ORANGE PLASTICCAP LS14111FOUND REBAR &1" ORANGE PLASTICCAP LS14111FOUND REBAR &1-1/4" RED PLASTICCAP S&W LS26950EAST LINE OF GOV'T LOT 14SOUTH LINE OF GOV'T LOT 14GOV'T LOT 14SEC. 31GOV'T LOT 15SEC. 31GOV'T LOT 21SEC. 36GOV'T LOT 17SEC. 36SECTION 36SECTION 1SECTION 31SECTION 6RANGE 88 WEST RANGE 87 WEST 10' WIDE PAVED TRAIL24' WIDE PAVED ROADWAYCATHERINE STORE ROADGARFIELD COUNTY ROAD 100OWNERHP & GWENDOLYN HANSENPARCEL NO. 239336400268OWNERT2 CARBONDALEPARCEL NO. 246301100081OWNERT2 CARBONDALE LLCPARCEL NO. 239131300015PAVEDENTRANCEDRIVETOWNSHIP 7 SOUTHTOWNSHIP 8 SOUTHSEE SHEET 2 FORIMPROVEMENT DETAILOF THIS AREA30' WIDE HOLY CROSS EASEMENTRECEPTION NO. 651472APPARENT EASEMENT FOR OVERHEADPOWER L INE & POLESWS25' REAR SETBACK 10' SIDE SETBACK(TYPICAL)50' WIDE FRONT SETBACK1.) RTA ACCESS LICENSECONTRACT NO. 309592.) DRIVEWAY PERMIT NO. 68RECEPTION NO. 6258627N10°00'20"W 210.15'DEED=N10°13'55"W 210.22'TOPOGRAPHY OUTSIDE OFIMPROVEMENT DETAILAREA WAS TAKEN FROMUSGS 2019 QUAD MAPCARBONDALERAILROADPOWER POLEGUY ANCHOROVERHEAD ELECTRIC LINE SURVEYOR'S STATEMENTI, RODNEY P. KISER, DO HEREBY STATE THAT THIS SURVEY WAS PREPARED BY TRUE NORTH COLORADO, LLC FOR NORDICGARDENS LAND FUND, LLC, THAT SAID FIELD SURVEY WAS PERFORMED UNDER MY SUPERVISION AND RESPONSIBLECHARGE AND THAT THIS SURVEY MEETS THE REQUIREMENTS OF A LAND SURVEY PLAT AS SET FORTH IN C.R.S. SECTION38-51-106 AND IS TRUE AND CORRECT TO THE BEST OF MY BELIEF AND KNOWLEDGE.TELEPHONE PEDESTALLEGENDNOTES:5. THIS IMPROVEMENT SURVEY PLAT DOES NOT CONSTITUTE A TITLE SEARCH BY TRUE NORTH COLORADO, LLC FORALL INFORMATION REGARDING EASEMENT, RIGHTS-OF-WAY AND/OR TITLE OF RECORD, TRUE NORTHCOLORADO, LLC. RELIED UPON TITLE COMMITMENT NO. ABS63014880 ISSUED BY LAND TITLE GUARANTEECOMPANY, EFFECTIVE DATE: MARCH 10, 2020.6. 6.) THE ACREAGE SHOWN HEREON IS BASED ON FOUND MONUMENTS FROM THE RE-SURVEY OF GOVERNMENTLOT 14 PERFORMED BY FARNSWORTH GROUP AS PART OF THE DENVER & WESTERN RIO-GRAND RAILROADRIGHT-OF-WAY SURVEY IN 2006 & 2007. THE SUBJECT PROPERTY AS DEEDED CONTAINS 35 ACRES.PARCEL OF LAND SITUATED IN GOVERNMENT LOTS 17 & 21,SECTION 36 TOWNSHIP 7 SOUTH, RANGE 88 WESTGOVERNMENT LOT 14, SECTION 31, TOWNSHIP 7 SOUTH, RANGE 87 WESTGOVERNMENT LOT 1, SECTION 1 TOWNSHIP 8 SOUTH, RANGE 88 WESTCOUNTY OF GARFIELD, STATE OF COLORADOIMPROVEMENT SURVEY PLAT TRUE NORTH COLORADO LLC.A LAND SURVEYING AND MAPPING COMPANYP.O. BOX 614 - 386 MAIN STREET UNIT 3NEW CASTLE, COLORADO 81647(970) 984-0474www.truenorthcolorado.comDATE: May 7, 2021DRAWNRPKSURVEYEDGBL-DJB100'50'200'SCALE: 1" = 100'PROPERTY DESCRIPTION:WARRANTY DEED RECEPTION NO. 679661A PARCEL OF LAND SITUATED IN GOVERNMENT LOTS 17 AND 21, SECTION 36, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE SIXTHPRINCIPAL MERIDIAN, A PORTION OF GOVERNMENT LOT 14, SECTION 31, TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE SIXTHPRINCIPAL MERIDIAN AND IN GOVERNMENT LOT 1, SECTION 1, TOWNSHIP 8 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPALMERIDIAN, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:BEGINNING AT THE NORTHEAST CORNER OF SAID SECTION 1 ALSO BEING THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 1AND BEING THE SOUTHEAST CORNER OF SAID LOT 21; THENCE S. 49 DEGREES 35' 00" W. A DISTANCE OF 1440.63 FEET;THENCE N. 11 DEGREES 15' 19" E. A DISTANCE OF 1518.13 FEET;THENCE N. 32 DEGREES 24' 47" W. A DISTANCE OF 144.17 FEET;THENCE N. 65 DEGREES 19' 05" W, A DISTANCE OF 101.49 FEET;THENCE N. 10 DEGREES 13' 55" W, A DISTANCE OF 210,22 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF THEDENVER AND RIO GRANDE WESTERN RAILROAD; THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY N. 81 DEGREES 22' 43" E. ADISTANCE OF 1533.00 FEET TO A POINT ON THE EAST LINE OF SAID LOT 14; THENCE ALONG SAID EAST LINE S. 00 DEGREES 30' 00"E. A DISTANCE OF 431.39 FEET TO THE SOUTHEAST CORNER OF SAID LOT 14; THENCE ALONG THE SOUTH LINE OF SAID LOT 14 S, 89DEGREES 10' 00" W. A DISTANCE OF 512.04 FEET TO THE SOUTHWEST CORNER OF SAID LOT 14 ALSO BEING THE NORTHEASTCORNER OF SAID LOT 21 AND A POINT ON THE EAST LINE OF SAID SECTION 36; THENCE S. 00 DEGREES 00' 33" W, ALONG SAIDEAST LINE A DISTANCE OF 716.86 FEET TO THE POINT OF BEGINNING,COUNTY OF GARFIELDSTATE OF COLORADO0NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANYLEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREEYEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANYACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORETHAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.PROPERTY ZONED: RURAL (R)SLOPE LEGEND11% TO 20%21% to 30%0% to 10%30% & GREATERI/ \ '/ \ ; D D D D ---OE -----DE ---GARFIELD COUNTY LAND USE & DEVELOPMENT CODE 3-201: ZONE DISTRICT DIMENSIONS SETBACKS FRONT: ARTERIAL: 50 FEET LOCAL: 25 FEET REAR: 25 FEET SIDE: 10 FEET 1. BASIS OF BEARINGS FDR THIS SURVEY IS A BEARING OF S49'3500"W ALONG THE SOUTHERLY PROPERTY LINE PER WARRANTY DEED RECEPTION NO. 679661 BETWEEN THE NE CORNER OF SECTION 1, A FOUND 3-1/4" 1924 GLO BRASS CAP AND A FOUND REBAR & 1-1/4" RED PLASTIC CAP S&W LS26950 AS SHOWN HEREDN. 2. DATE OF FIELD SURVEY: APRIL 2, 12 & 16, 2021. 3. LINEAR UNITS USED TD PERFORM THIS SURVEY WERE U.S. SURVEY FEET. 4. THIS SURVEY IS BASED ON WARRANTY DEED RECEPTION NO. 679661, RAILROAD ROW SURVEY PREPARED BY FARNSWORTH GROUP DATED: DECEMBER 5, 2008 RECORDED AS LAND SURVEY PLAT NO. 789 IN THE GARFIELD COUNTY SURVEYOR'S OFFICE AND CORNERS FOUND IN PLACE AS SHOWN HEREON. RODNEY P. KISER LICENSED PROFESSIONAL LAND SURVEYOR COLORADO REGISTRATION NO. 38215 TRUE NORTH COLORADO, LLC. REVISED: FEBRUARY 16, 2022: UPDATED SLOPE RANGES. REVISED: OCTOBER 21, 2021: UPDATED lB"CMP LOCATION & ADDED ENTRANCE GATE. REVISED: MAY 18, 2021: UPDATED NOTES. t NORDIC GARDENS LAND FUND, LLC IMPROVEMENT SURVEY PLAT 2340 COUNTY ROAD 100 -CARBONDALE COUNTY OF GARFIELD -STATE OF COLORADO TRUE NORTH COLORADO----A LAND SURVEYING AND MAPPING COMPANY PROJECT NO: 2021-193 SHEET 10F2 16' WIDE ACCESS & UTILITY EASEMENTALONG EXISTING ROADWAYRECEPTION NO. 621995RECEPTION NO. 676311PAVED ENTRANCE DRIVEGRAVELPARKING& ROADSCONCRETEPADWEGRAVEL DRIVEGRAVELPARKINGSHED10' WIDE PAVED TRAILLEAN-TOWOODPLANTERS SDRAINAGEDITCHBOULDERRETAININGMOBILE HOMESHADESTRUCTUREFLAGSTONEUNION IRRIGATIONDITCHUTILITYCONTROLPANEL24"CMP24"CMP24"CMP24"CMPCATHERINE STORE ROADPAVED ROADWAYBOULDERRETAININGBOULDERRETAININGSITE BENCH MARKFOUND REBAR & 1-1/4"RED PLASTIC CAPS&W LS26950ELEVATION:6249.0UNIONIRRIGATIONDITCH18"CMP 30' WIDE HOLY CROSS ENERGYEASEMENT RECEPTIONNO. 612656INV6251.34INV6251.69GATESEPTIC LIDELECTRICAL BOXLEGENDE TRUE NORTH COLORADO LLC.A LAND SURVEYING AND MAPPING COMPANYP.O. BOX 614 - 386 MAIN STREET UNIT 3NEW CASTLE, COLORADO 81647(970) 984-0474www.truenorthcolorado.comDATE: May 7, 2021DRAWNRPKSURVEYEDGBL-DJB40'20'80'SCALE: 1" = 40'0NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANYLEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREEYEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANYACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORETHAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.NOTES:1. ELEVATIONS SHOWN HEREON ARE BASED ON A GROUND GPS SURVEY PERFORMED ON APRIL 16, 2021 UTILIZINGTHE CONTINUOUS OPERATING REFERENCE STATIONS (CORS) THROUGH THE MESA COUNTY RTVRN NETWORKBROAD CASTING NORTH AMERICAN VERTICAL DATUM (NAVD88).2. CONTOUR INTERVALS EQUAL 1 FOOT.3. AT THE TIME OF THE FIELD TOPOGRAPHIC SURVEY THERE WERE VARIOUS EARTH MOVING AND CONSTRUCTIONACTIVITIES IN THIS AREA.SCLEAN-OUTIMPROVEMENT & TOPOGRAPHIC DETAILPOWER POLEGUY ANCHOROVERHEAD ELECTRIC LINE TELEPHONE PEDESTALSWWATER SHUTOFFWELLWIRE FENCEVEGETATION LINECONIFEROUS TREEDECIDUOUS TREESLOPE LEGEND11% TO 20%21% to 30%0% to 10%30% & GREATER'Jl----, ___ _ 0-"I 7 Iii 0 V C , __ _ • • ------• --~--• • • • • ' j_ _ - - ----_,,-- - - ----D D D D -1 AND MAPPING ~ COMeAN, NORDIC GARD IMPROV ENS LAND FUND 2340 couNivMRENT SURVEY PLA,T LLC COUNTY OAD 100 OF GARFIELD ST -CARBONDALE ATE OF COLORADO u "' ••• , ( ; a: : 0 i7J >-• •• • PROJECT NO: 2021-193 SHEET 20F2 NORDIC Contractor Yard, Small Parcel ID #239336400267 2340 County Road 100 Garfield County, Colorado March 18, 2022 Prepared By: RE:LAND, LLC Nicholas DiFrank, PLA Principal/Owner 652 Melissa Ln Carbondale, CO 81623 Email: nick@re-land.com Phone: 303.829.8362 Prepared For: Nordic Gardens Land Fund, LLC c/o Keith Keating, Owner 2340 County Road 100 Garfield County, CO 81623 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 2 TABLE OF CONTENTS PROJECT TEAM APPLICATION FORM .............................................................................3 PRE-APPLICATION CONFERENCE SUMMARY .............................5 GENERAL APPLICATION MATERIALS ...........................................11 Statement of Authority 12 Authorized Representative 13 Waiver Requests 14 Ownership Information (4-203.B.2) 16 Adjacent Property Owners + Mineral Rights (4-203.B.3) 33 Payment Agreement Form (4-203.B.4) 36 Project Description (4-203.B.5) 37 Garfield County Code Enforcement Update 38 Existing Special Use Permit 39 SPECIFIC APPLICATION MATERIALS .............................................41 Vicinity Map (4-203.C) 42 Existing Conditions Photos 43 Engineering Report 47 Site Plan (4-203.D) 52 Grading + Drainage Plan (4-203.E) 52 Landscaping Plan (4-203.F) 52 Impact Analysis (4-203.G) 52 Rezoning Justification Report (4-203.H) 57 Statement of Appeal (4-203.I) 57 Development Agreement (4-203.J) 57 Improvements Agreement (4-203.K) 57 Traffic Study, basic (4-203.L) 58 Water Supply and Distribution Plan (4-203.M) 90 Wastewater Management and System Plan (4-203.N) 115 Floodplain Analysis (4-203.O) 148 ARTICLE 7: STANDARDS . ...............................................................149 DIVISION 1. GENERAL APPROVAL STANDARDS 150 DIVISION 2. GENERAL RESOURCE PROTECTION STANDARDS 154 DIVISION 3. SITE PLANNING AND DEVELOPMENT STANDARDS 157 DIVISION 10. ADDITIONAL STANDARDS FOR INDUSTRIAL USE 159 APPLICATION EXHIBITS ..................................................................163 Exhibit A: Site Plan Exhibit B: Grading and Drainage Plan Exhibit C: Water Distribution Plan Exhibit D: Site Improvement Survey Land Planner: RE:LAND, LLC Nicholas DiFrank, PLA Principal/Owner 652 Melissa Ln Carbondale, CO 81623 Email: nick@re-land.com Phone: 303.829.8362 Civil Engineer: Crystal River Civil Vince Tomczak, P.E. Principal/Owner 1101 Village Road UL-4C Carbondale, CO 81623 Email: vince@crystalrivercivil.com Phone: 810.252.2075 Traffic Engineer: Radian Engineering, LLC Brynn Boyd, P.E. Principal/Owner 2438 Jack Creek Road Grand Junction, CO 81505 Email: radianengineering@ hotmail.com Phone: 720.224.1095 Water Engineer: LRE Water Eric Mangeot, P.E. Senior Project Manager 909 Colorado Avenue Glenwood Springs, CO 81601 Email: eric.mangeot@lrewater. com Phone: 970.945.6777 Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970)945-8212 www.garfield-county.com LAND USE CHANGE PERMIT APPLICATION FORM TYPE OF APPLICATION Administrative Review Development in 100-Year Floodplain Limited Impact Review Development in 100-Year Floodplain Variance Major Impact Review Code Text Amendment Amendments to an Approved LUCP LIR MIR SUP Rezoning Zone District PUD PUD Amendment Minor Temporary Housing Facility Administrative Interpretation Vacation of a County Road/Public ROW Appeal of Administrative Interpretation Location and Extent Review Areas and Activities of State Interest Comprehensive Plan Amendment Accommodation Pursuant to Fair Housing Act Pipeline Development Variance Time Extension (also check type of original application) INVOLVED PARTIES Owner/Applicant Name: ________________________________________________ Phone: (______)_________________ Mailing Address: ______________________________________________________________________ City: _______________________________________ State: _______ Zip Code: ____________________ E-mail:_______________________________________________________________________________ Representative (Authorization Required) Name: ________________________________________________ Phone: (______)_________________ Mailing Address: ______________________________________________________________________ City: _______________________________________ State: _______ Zip Code: ____________________ E-mail:_______________________________________________________________________________ PROJECT NAME AND LOCATION Project Name: _____________________________________________________________________________________ Assessor’s Parcel Number: ___ ___ ___ ___ - ___ ___ ___ - ___ ___ - ___ ___ ___ Physical/Street Address: ________________________________________________________________ Legal Description: ______________________________________________________________________ _____________________________________________________________________________________ Zone District: ___________________________________ Property Size (acres): __________________ Nordic Gardens Land Fund, LLC 970 379-3307 2340 County Road 100 Carbondale CO 81623 kfkeating@gmail.com Nicholas DiFrank, PLA 303 829-8362 652 Melissa Ln Carbondale CO 81623 nick@re-land.com Nordic 2340 County Road 100 Section: 36 Township: 7 Range: 88 a parcel of land in Government Lots 17 and 21, a portion of Government Lot 14, Sec. 31,Twn 7, Rng 87, and in Government Tot 1, Sec. 1, Twn 8, Rng 88. 35.02 acres Rural 35.02 acres 2393 364 00 267 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 3 APPLICATION FORM c:E( Garfield County D D D D D D DD D D D □ □ □ D D D D D D D D D D D PROJECT DESCRIPTION REQUEST FOR WAIVERS Submission Requirements The Applicant requesting a Waiver of Submission Requirements per Section 4-202. List: Section: ______________________________ Section: _________________________________ Section: ______________________________ Section: _________________________________ Waiver of Standards The Applicant is requesting a Waiver of Standards per Section 4-118. List: Section: ______________________________ Section: _________________________________ Section: ______________________________ Section: _________________________________ I have read the statements above and have provided the required attached information which is correct and accurate to the best of my knowledge. ______________________________________________________ __________________________ Signature of Property Owner or Authorized Representative, Title Date OFFICIAL USE ONLY File Number: __ __ __ __ - __ __ __ __ Fee Paid: $_____________________________ Existing Use: ____________________________________________________________________________________ Proposed Use (From Use Table 3-403): ____________________________________________________ Description of Project: __________________________________________________________________ 1.The Decision you are appealing. 2.The date the Decision was sent as specified in the notice (date mailed). 3.The nature of the decision and the specified ground for appeal. Please cite specific code sections and/or relevant documentation to support your request. 4.The appropriate appeal fee of $250.00. 5.Please note a completed Appeal Application and fees must be received within 30 calendar days of the date of the final written Administrative Interpretation. For Appeal of Administrative Interpretation please include: Parcel is currently vacant. Previous use included unpermitted contractors yard and materials handling operations. Contractor's Yard, Small______________________________________________________________________________ Provide space for local tenants whose small businesses meet the requirements of the the proposed use within the available 5 acre area. Landscape Plan (4-203.F)Waterwater Management and System Plan (4-203.N) Development/Improvement Agreement (4-203.J,K) Rural Zoning Setback Standards (7-1001) Owner/Principal, RE:LAND 11.01.2021 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 4 ■ ■ 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 5 1 Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.garfield-county.com PRE-APPLICATION CONFERENCE SUMMARY TAX PARCEL NUMBER: 2393-364-00-267 PRE-APP DATE: 7/15/2021 PROJECT: Nordic Gardens Contractor’s Yard OWNER: Nordic Gardens Land Fund, LLC REPRESENTATIVE: Nick DiFrank PRACTICAL LOCATION: 2340 County Road 100 Carbondale, CO 81623 ZONING: Rural TYPE OF APPLICATION: Administrative Review for a Contractor’s Yard, Small. I. GENERAL PROJECT DESCRIPTION The applicant’s previous proposal for a Contractor’s Yard, Small and Materials Handling/Processing facility was not approved by the BOCC. These applications were in response to past Notice of Violations (issued June 6, 2019) for noncompliance to Land Use & Development Code (LUDC) regulations. Issues and concerns identified in review of the previous applications included: 12-103.D.2.: Enforcement Procedures 7-101: Zone District Regulations 7-102: Comprehensive Plan 7-103: Compatibility 7-104: Sufficient, Adequate, Legal and Physical Source of Water 7-105: Adequate Central Water Distribution and Wastewater 7-107: Access and Driveways 7-301 Compatible Design 7-306 Trail and Walkway Standards Article 7, Division 1001, Industrial Use Standards: B. Setbacks C. Concealing and Screening PRE-APPLICATION CONFERENCE SUMMARY =6 Garfield County 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 6 2 F. Noise H. Hours of Operation I. Interference, Nuisance or Hazard A review of the previous application’s Staff Report and BOCC hearing record will help to provide additional details of specific concerns for this property and the previous applications. Following the rejection of the previous applications the property owner committed to removing the zoning violations, cleaning up the property and creating new plans for the property. In the Pre-Application Conference, the applicant stated that the past violations have been removed and the property has been cleaned up. The current Contractors Yard, Small proposal is the result of that new planning effort. The new plan proposes that 4.6 acres of the 35 acre parcel will be used for the Contractor’s Yard, Small use. This 4.5 acre site is similar to what has historically been used on the property and was proposed with the previous applications. A new septic system is proposed along with a new Shop/Office building and improvements to internal access/circulation. The Contractor’s Yard would accommodate one or two individual businesses. A Contractor’s Yard, Small use in the Rural zoning district requires approval of a Land Use Change Permit through an Administrative Review application process. Administrative Review are normally acted upon by the Community Development Director, with review and potential Call-Up to the BOCC. However, because of the past public concern and BOCC denial the Planning Director will defer the Administrative Decision to the BOCC. This Decision will be conducted in a public hearing following the same public notice requirements of the Administrative Decision, (i.e. only 15 day notice to Adjacent Property Owner’s within 200 feet and no newspaper notice nor sign posting.) The parcel is accessed directly from County Road 100 through a RFTA right-of-way from the property’s northern boundary. Be aware that RFTA provided a referral comment on the previous applications stating they would not agree to an expansion of the existing ROW. The inability to expand the ROW may impact the type of uses and intensity of new uses which can be planned for the site. Traffic and access analysis must include the fact that access is shared with the adjacent property own. Please carefully consider the standards of Section 7-107 into your proposal. Demonstration of compliance to those standards will be important. The applicant will need to submit details of the operation of the Contractor’s Yard such as days and hours of operation, number of employees, work to be performed, materials & equipment stored, etc. Documentation explaining how water and sanitary facilities will be legally and adequately provided for the use. The applicant will need to submit a detailed site plan showing existing improvements, proposed improvements, staging areas, access and parking areas, physical characteristics such as slope and vegetation, etc. A basic traffic study will be required. The application will need to demonstrate compliance with each of the applicable standards as identified in Article 7 Standards, Division 1, 2, 3 and for Industrial Uses, Section 7-1001. These are the standards by which the application will be determined to be approved with conditions or denied. A short response to these items ensures that 1) the applicant has read and understands the standards upon which a determination will be based and 2) allows the applicant and staff to work through any possible issues early in the application process. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 7 3 In November of 2002 the property was the subject of Resolution 2002-100 a Special Use Permit (SUP) approval for a “handcrafted log home business.” The SUP was issued January 3rd, 2003 and specified approval for “a handcrafted log home business.” This SUP applies to the same area of the site as the proposed Contractor’s Yard and would conflict with the proposed Contractor’s Yard uses. The Community Development Department would not recommend approval of the proposed Contractor’s Yard without first withdrawing the approval of the SUP. Please include a request to withdraw SUP with the proposed Contractor’s Yard. All submittal requirements for the applications are included in more detail below. II. COMPREHENSIVE PLAN The property is designated in the County Comprehensive Plan as within both the Residential Low Density (10+ acres per dwelling unit) and Industrial Designation; the developed site resides within the Industrial designation. III. REGULATORY PROVISIONS APPLICANT IS REQUIRED TO ADDRESS • Article 3, Zoning o Rural Zone District – Lot/Building Requirements (Table 3-201) and Use Table (Table 3-403) • Article 4, Application and Review Procedures o Administrative Review Process (Section 4-103) o Common Review Procedures (Section 4-101) o Table 4-102 Common Review Procedures and Required Notice o Application Materials (Table 4-201 and Section 4-203) • Article 7, Standards – Division 1 General Standards, Division 2 General Resource Protection Standards, Division 3 Site Planning – as applicable and Section 7-1001 Industrial Use IV. SUBMITTAL REQUIREMENTS Please refer directly to Table 4-201 and the list of General Application Materials in section 4-203. Outlined below is a list of information typically required for the types of application. • 4-203.B. General Application Materials o Completed Application Form o Completed Payment Agreement Form and application fees o Proof of Ownership (title work, copy of the deed) o If owner intends to have a representative, both a statement of authority for the LLC and a letter of authorization to represent is needed. o Names and mailing addresses of properties within 200 ft. of the subject property. o Mineral rights ownership for the subject property (demonstrated through a search of Clerk and Recorders database and/or Assessors database, form and memo attached). o A narrative describing the request and related information. o Copy of this pre-application summary • 4-203.C. Vicinity map within a radius of approximately 3 miles • 4-203.D. Site Plan 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 8 4 • 4-203.E. Grading and Drainage Plan • 4-203.F. Landscaping Plan – As industrial uses are exempt from Landscaping Plans, a waiver may be requested from this requirement. • 4-203.G. Impact Analysis – Descriptive information should be provided including information on environmental impacts, nuisance and hours of operation. • 4-203.J, K – Development Agreement / Improvements Agreement (may be waived upon request as these agreements are typically not applicable where there are no vesting issues and no public improvements). • 4-203.L. Traffic Study – at a minimum a Basic Traffic Study will be required. • 4-203.M. Water Supply/Distribution Plan o The Applicant will need to demonstrate that there is a legal and adequate water supply for all uses it is serving. The applicant should complete an analysis of total anticipated employees’ time on the site. Staff would not be supportive of Waivers requests from applicable standards and code provisions regarding demonstration of Water adequacy. • 4-203.N. Wastewater Treatment Plan o The applicant will need to demonstrate that the septic is legal and adequate for all uses it is serving. The applicant should complete an analysis of total anticipated employees’ time on the site. Staff would not be supportive of Waivers requests from applicable code provisions regarding Water and Wastewater provisions. • Respond to Standards fully described in Article 7, Divisions 1, 2 and 3 as applicable and Section 1001 Industrial Use (a Contractor’s Yard is categorized as an Industrial Use in the LUDC). Submit three paper copies and one digital for applications. Additional copies will be requested upon determination of completeness. See the land use code for additional information on submittal requirements. V. APPLICATION REVIEW a. Review by: Staff for completeness recommendation and referral agencies for additional technical review b. Public Hearing: __None (Director’s Decision) __Planning Commission _X Board of County Commissioners __ Board of Adjustment c. Referral Agencies: May include Garfield County Road and Bridge Department, Fire Protection District, Garfield County Designated Engineer, Garfield County Vegetation Management, Colorado Parks and Wildlife, Division of Water Resources and more. VI. APPLICATION REVIEW FEES 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 9 5 a. Planning Review Fees: $ 250.00 b. Referral Agency Fees: $ TBD – consulting engineer/civil engineer fees c. Total Deposit: $ 250.00 (additional hours are billed at $40.50 /hour) General Application Processing The foregoing summary is advisory in nature only and is not binding on the County. The summary is based on current zoning, which is subject to change in the future, and upon factual representations that may or may not be accurate. This summary does not create a legal or vested right. The summary is valid for a six month period, after which an update should be requested. The Applicant is advised that the Application submittal once accepted by the County becomes public information and will be available (including electronically for review by the public). Proprietary information can be redacted from documents prior to submittal. Pre-application Summary Prepared by: July 16, 2021 _________________________________________ ____________________ Vince Hooper, Planner Date 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 10 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 11 GENERAL APPLICATION MATERIALS 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 12 Statement of Authority Garfield County STAT EMENT OF AUTHORITY Pursuant to C.R .S. §38-30-172, tne uneersigned exeeutes tnis Statement of Autnority on benalf of Nordic Gardens Land Fund a Limited Liability Company (corporation, limited liability company, general partnership, registered limited liability partnership, registered limited liability limited partnership, limited partnership association, government agency, trust or other), an entity other than an individual, capable of holding title to real property (the "Entity"), and states as follows: The name of the Entity is Nordic Gardens Land Fund, LLC and is formed under the laws of Colorado --------------------------The mailing address for the Entity is 2340 County Road 100, Carbondale, co 81623 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 _K_e_ith_K_e_a_ti_ng~--------- The limitations upon the authority of the person named above or holding the position described above to bind the Entity are as follows (if no limitations, insert "None"): _N_o_n_e ___________ _ 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 th is __;.~ day of _N\........._, ~'i:\~'1-----~' 20 A-\ Signature, ~ ~. Name (printed): _K_e_ith_K_ea_t_in=-g __________ _ Title (if any): _______________ _ STATE OF COUNTY OF lf'l\rw-o.M) ) (\orl\t.\~ )SS. ) The foregoing instrument was acknowledged before me this ~ day of_~~-------~ ~ , 20..ai_ by ½, h~ ~~"-3 , on behalf of ______________ _, Witness my hand and official seal. My commission expires: \xJ \C\ ,Zo2 \ (Date) YOLIBETH \R/\ZU UGALDE Notary Public -State of Colorado Notary ID 20174051626 My Commission Expires Dec 19, 2021 a 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 13 Authorized Representative LETTER OF AU THO RIZATION DATE: May 20, 2021 ATTE NTION : Garfield Coun t y Colorado -Commun ity Deve lopment I/WE Nordic Gardens Land Fu nd, LLC REGISTERED OWNER(S ) OF PROPERTY AT: 2340 County Road 100, Car bond ale, CO . Garfiel d County Parcel: 2393-354 -00-267 34.67 Acres AUTH ORIZE : Nichol as DiFrank of RE :LA ND , LLC To act as my agent/au t horized represe ntative in th e matte r of obtai nin g an ap plication for: La nd Use Cha nge Perm it, Small Con t racto r Yard, Traffic Study, Civil En g in eer Pl an s, and Access Permits o n the land described above . Said autho ri zation also includ es perm iss i on s to v i ew and/or copy any re levant documentation o r permits r el ated to t he above property. NAME AND CONTACT INFORMATION OF REG ISTERED OWNERS: Execu t ed th is~ day o f __ {V\_l\~.1._\ ______ ~ 2o__&L Signature: -~~fJ~~ ~--f-',F-=~~- Name (printed): Keith Kea ting Tit l e : M anaging M emb er Phon e: 970.379.3307 Email : kfkeating@ gma il.com rP✓: LAND Landscape Architecture • Urbac Design • Environmental Planning www.re-land.com 303.829.8362 652 Melissa Ln, Carbondale, CO 81623 • RE-LAND.COM • 303.829.8362 landscape architecture urban design environmental planning To: Mr. Vincent Hooper / Garfield County From: N. DiFrank / RE:LAND (nick@re-land.com) Date: 03.15.2022 Project: 2340 County Road 100 Owner: Nordic Gardens Land Fund, LLC Parcel #: 2393-364-00-267 Subject: Land Use Application/Small Contractors Yard – Waiver Requests Dear Vince, Per our discussions, a list of requested waivers has been developed and organized for the proposed Small Contractor’s Yard for Parcel 2393-364-00-267. The waivers requests are based on different circumstances and applicability of the general permit application requirements to this specific application: The first two waiver requests are not applicable to this application: the Landscaping Plan submittal requirement as defined in Section 4-203.F and the Development Agreement / Improvements Agreement as defined in Section 4-203. J, K.of the Garfield County Land Use and Development Code. The third waiver request is based on new study information that will impact the design/scope of the Wastewater Management and System Plan (4-203.N). Lastly, we are also requesting a waiver of standards as outlined in Section 4-118.B+C. 1.Landscape Plan (4-203.F) – for additional information see page, 52 Industrial uses, including the Small Contractor’s Yard request of this application are exempt from Landscaping Plans. In addition to this standard, the property owner has taken great care over the years to install vegetative buffers along the property boundaries and within the property core to mitigate visual, acoustic/noise, and dust concerns. Much of the previously installed vegetation is currently nearing maturity and the remaining site areas are intended to be used for future commercial/industrial operations. 2.Development Agreement/Improvement Agreement (4-203. J, K) No vesting issues or public improvements are included as part of this application. 3.Wastewater Management and System Plan (4-203. N) – for additional information see page, 115 As a condition of approval, we are requesting a waiver to allow an updated On-site Wastewater Treatment System (OWTS) Design to be developed and then guide the OWTS permit required for this project. This waiver will give us time to develop the new design in parallel with the permit application review process. The revised design will then replace the design included in this package. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 14 Waiver Requests 652 Melissa Ln, Carbondale, CO 81623 • RE-LAND.COM • 303.829.8362 Background: In November of 2019 an OWTS was designed in response to the requirements for existing tenant site use. The system was designed for a daily wastewater flow of 300 gallons per day (GPD), which adequately responded to the needs of 8 onsite employees or a 2-bedroom residence. As that tenant no longer occupies the property, a new system will be designed to accommodate the potential of a future tenant. The size of the new system will be based on site access standards/limitations. After working with the Roaring Fork Transit Authority (RFTA), a new shared access road was approved (Dec. 23, 2021 – Project #375.58-NGLF-20211104) to provide safer access for 2340 CR 100 and the neighboring property to the west. This shared access allows 21-100 Average Daily Trips (ADT) and meets the Semi-Primitive Roadway Standards as outlined in Table 7-107 of Article 7, from the Garfield County Land Use and Development Code. Based on the analysis from the project Traffic Engineer (see Traffic Study, Section 4-203.L, within this application package), the 80 ADT will allow for a maximum of 26 onsite employees for the proposed small contractor yard. The revised OWTS system will be designed for a daily wastewater flow of 500 GPD, which will accommodate any future site needs plus an additional 25% safety factor, while responding to design standards of the site. 4.Waiver of Standards (4-118. B, C) As a proposed industrial use within a rural zone district, it is understood that a Small Contractor’s Yard would be required to follow the 100-foot minimum setback requirements along all property boundaries adjacent to rural uses, as outlined in Section 7-1001.B. We are requesting a waiver to this standard, to reduce the front/northern setback (located along the RFTA/Rio Grande right-of-way) to 50’. For nearly 20-years, the current landowner has partnered with RFTA to support the active removal of invasive plants, cleanup of the trail area and the extensive planting of native plant species in order to create an natural buffer that mitigates visual, acoustic/noise and dust concerns between the property and CR 100. This waiver request would still provide a 150’ buffer from the CR 100 right-of-way. No impacts to existing site features would result from this waiver request. No modifications to any other site setbacks are being requested within this waiver request. Thank you for your guidance on the application and associated waiver requests. Please call to discuss as necessary. Sincerely, Nicholas DiFrank, PLA Principal/Owner 652 Melissa Ln, Carbondale, CO 81623 • RE-LAND.COM • 303.829.8362 Background: In November of 2019 an OWTS was designed in response to the requirements for existing tenant site use. The system was designed for a daily wastewater flow of 300 gallons per day (GPD), which adequately responded to the needs of 8 onsite employees or a 2-bedroom residence. As that tenant no longer occupies the property, a new system will be designed to accommodate the potential of a future tenant. The size of the new system will be based on site access standards/limitations. After working with the Roaring Fork Transit Authority (RFTA), a new shared access road was approved (Dec. 23, 2021 – Project #375.58-NGLF-20211104) to provide safer access for 2340 CR 100 and the neighboring property to the west. This shared access allows 21-100 Average Daily Trips (ADT) and meets the Semi-Primitive Roadway Standards as outlined in Table 7-107 of Article 7, from the Garfield County Land Use and Development Code. Based on the analysis from the project Traffic Engineer (see Traffic Study, Section 4-203.L, within this application package), the 80 ADT will allow for a maximum of 26 onsite employees for the proposed small contractor yard. The revised OWTS system will be designed for a daily wastewater flow of 500 GPD, which will accommodate any future site needs plus an additional 25% safety factor, while responding to design standards of the site. 4.Waiver of Standards (4-118. B, C) As a proposed industrial use within a rural zone district, it is understood that a Small Contractor’s Yard would be required to follow the 100-foot minimum setback requirements along all property boundaries adjacent to rural uses, as outlined in Section 7-1001.B. We are requesting a waiver to this standard, to reduce the front/northern setback (located along the RFTA/Rio Grande right-of-way) to 50’. For nearly 20-years, the current landowner has partnered with RFTA to support the active removal of invasive plants, cleanup of the trail area and the extensive planting of native plant species in order to create an natural buffer that mitigates visual, acoustic/noise and dust concerns between the property and CR 100. This waiver request would still provide a 150’ buffer from the CR 100 right-of-way. No impacts to existing site features would result from this waiver request. No modifications to any other site setbacks are being requested within this waiver request. Thank you for your guidance on the application and associated waiver requests. Please call to discuss as necessary. Sincerely, Nicholas DiFrank, PLA Principal/Owner 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 15 E2 Land Title Guarantee Company Customer Distribution PREVENT FRAUD - Please remember to call a member of our closing team when initiating a wire transfer or providing wiring instructions. Order Number:ABS63018244-2 Date: 02/15/2022 Property Address:2340 COUNTY ROAD 100, CARBONDALE, CO 81623 PLEASE CONTACT YOUR CLOSER OR CLOSER'S ASSISTANT FOR WIRE TRANSFER INSTRUCTIONS For Closing Assistance For Title Assistance George Rietsch 5975 GREENWOOD PLAZA BLVD GREENWOOD VILLAGE, CO 80111 (303) 850-4151 (Work) grietsch@ltgc.com Agent for Buyer RE:LAND, LLC Attention: NICHOLAS DIFRANK 652 MELISSA LANE CARBONDALE, CO 81623 (303) 829-8362 (Work) NICK@RE-LAND.COM Delivered via: Electronic Mail 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 16 Ownership Information (4-203.B.2) Land Title Guarantee Company Estimate of Title Fees Order Number:ABS63018244-2 Date: 02/15/2022 Property Address:2340 COUNTY ROAD 100, CARBONDALE, CO 81623 Parties:A BUYER TO BE DETERMINED NORDIC GARDENS LAND FUND, LLC, A COLORADO LIMITED LIABILITY COMPANY Visit Land Title's Website at www.ltgc.com for directions to any of our offices. Estimate of Title insurance Fees "TBD" Commitment $217.00 Total $217.00 If Land Title Guarantee Company will be closing this transaction, the fees listed above will be collected at closing. Thank you for your order! Note: The documents linked in this commitment should be reviewed carefully. These documents, such as covenants conditions and restrictions, may affect the title, ownership and use of the property. You may wish to engage legal assistance in order to fully understand and be aware of the implications of the effect of these documents on your property. Chain of Title Documents: Garfield county recorded 04/02/2007 under reception no. 720212 Garfield county recorded 08/08/2005 under reception no. 679661 Garfield county recorded 03/03/2003 under reception no. 621989 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 17 Land]t le' Property Address: 2340 COUNTY ROAD 100, CARBONDALE, CO 81623 1. Effective Date: 12/03/2021 at 5:00 P.M. 2. Policy to be Issued and Proposed Insured: "TBD" Commitment Proposed Insured: A BUYER TO BE DETERMINED $0.00 3. The estate or interest in the land described or referred to in this Commitment and covered herein is: A FEE SIMPLE 4. Title to the estate or interest covered herein is at the effective date hereof vested in: NORDIC GARDENS LAND FUND, LLC, A COLORADO LIMITED LIABILITY COMPANY 5. The Land referred to in this Commitment is described as follows: PARCEL A: A PARCEL OF LAND SITUATED IN GOVERNMENT LOTS 17 AND 21, SECTION 36, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN, A PORTION OF GOVERNMENT LOT 14, SECTION 31, TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE SIXTH PRINCIPAL MERIDIAN AND IN GOVERNMENT LOT 1, SECTION 1, TOWNSHIP 8 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SECTION 1 ALSO BEING THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 1 AND BEING THE SOUTHEAST CORNER OF SAID LOT 21; THENCE S. 49 DEGREES 35' 00" W. A DISTANCE OF 1440. 63 FEET; THENCE N. 11 DEGREES 15' 19" E. A DISTANCE OF 1518.13 FEET; THENCE N. 32 DEGREES 24' 47" W. A DISTANCE OF 144.17 FEET; THENCE N. 65 DEGREES 19' 05" W. A DISTANCE OF 101.49 FEET; THENCE N. 10 DEGREES 13' 55" W. A DISTANCE OF 210.22 FEET, TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE, OF THE DENVER AND RIO GRANDE WESTERN RAILROAD; THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, N. 81 DEGREES 22' 43" E. A DISTANCE OF 1533.00 FEET TO A POINT ON THE EAST LINE OF SAID LOT 14; THENCE ALONG SAID EAST LINE S. 00 DEGREES 30' 00" E. A DISTANCE OF 431.39 FEET TO THE SOUTHEAST CORNER OF SAID LOT 14; THENCE ALONG THE SOUTH LINE OF SAID LOT 14 S. 89 DEGREES 10' 00" W. A DISTANCE OF 512.04 FEET TO THE SOUTHWEST CORNER OF SAID LOT 14 ALSO BEING THE NORTHEAST CORNER OF SAID LOT 21 AND A POINT ON THE EAST LINE OF SAID SECTION 36; THENCE S. 00 DEGREES 00' 33" W. ALONG SAID EAST LINE ALTA COMMITMENT Old Republic National Title Insurance Company Schedule A Order Number:ABS63018244-2 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 18 Copyright 2006-2022 American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. A DISTANCE OF 716.86 FEET TO THE POINT OF BEGINNING, COUNTY OF GARFIELD, STATE OF COLORADO PARCEL B: THOSE EASEMENT RIGHTS, CRATED BY PRIVATE ROAD CROSSING LICENSE AGREEMENT, RECORDED NOVEMBER 12, 2021 UNDER RECEPTION NO. 966412, COUNTY OF GARFIELD, STATE OF COLORADO. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule A Order Number:ABS63018244-2 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 19 AMERICAN LA D TITLE A SOCIATION ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part I (Requirements) Order Number: ABS63018244-2 All of the following Requirements must be met: This proposed Insured must notify the Company in writing of the name of any party not referred to in this Commitment who will obtain an interest in the Land or who will make a loan on the Land. The Company may then make additional Requirements or Exceptions. Pay the agreed amount for the estate or interest to be insured. Pay the premiums, fees, and charges for the Policy to the Company. Documents satisfactory to the Company that convey the Title or create the Mortgage to be insured, or both, must be properly authorized, executed, delivered, and recorded in the Public Records. 1. A FULL COPY OF THE FULLY EXECUTED OPERATING AGREEMENT AND ANY AND ALL AMENDMENTS THERETO FOR NORDIC GARDENS LAND FUND, LLC, A COLORADO LIMITED LIABILITY COMPANY MUST BE FURNISHED TO LAND TITLE GUARANTEE COMPANY. SAID AGREEMENT MUST DISCLOSE WHO MAY CONVEY, ACQUIRE, ENCUMBER, LEASE OR OTHERWISE DEAL WITH INTERESTS IN REAL PROPERTY FOR SAID ENTITY. NOTE: ADDITIONAL REQUIREMENTS MAY BE NECESSARY UPON REVIEW OF THIS DOCUMENTATION. 2. DULY EXECUTED AND ACKNOWLEDGED STATEMENT OF AUTHORITY SETTING FORTH THE NAME OF NORDIC GARDENS LAND FUND, LLC, A COLORADO LIMITED LIABILITY COMPANY AS A LIMITED LIABILITY COMPANY. THE STATEMENT OF AUTHORITY MUST STATE UNDER WHICH LAWS THE ENTITY WAS CREATED, THE MAILING ADDRESS OF THE ENTITY, AND THE NAME AND POSITION OF THE PERSON(S) AUTHORIZED TO EXECUTE INSTRUMENTS CONVEYING, ENCUMBERING, OR OTHERWISE AFFECTING TITLE TO REAL PROPERTY ON BEHALF OF THE ENTITY AND OTHERWISE COMPLYING WITH THE PROVISIONS OF SECTION 38-30-172, CRS. NOTE: THE STATEMENT OF AUTHORITY MUST BE RECORDED WITH THE CLERK AND RECORDER. 3.(THIS ITEM WAS INTENTIONALLY DELETED) (THIS ITEM WAS INTENTIONALLY DELETED) 4. (THIS ITEM WAS INTENTIONALLY DELETED) 5. WARRANTY DEED FROM NORDIC GARDENS LAND FUND, LLC, A COLORADO LIMITED LIABILITY COMPANY TO A BUYER TO BE DETERMINED CONVEYING SUBJECT PROPERTY. (THIS ITEM WAS INTENTIONALLY DELETED) NOTE: ADDITIONAL REQUIREMENTS OR EXCEPTIONS MAY BE NECESSARY WHEN THE BUYERS NAMES ARE ADDED TO THIS COMMITMENT. COVERAGES AND/OR CHARGES REFLECTED HEREIN, IF ANY, ARE SUBJECT TO CHANGE UPON RECEIPT OF THE CONTRACT TO BUY AND SELL REAL ESTATE AND ANY AMENDMENTS THERETO. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 20 This commitment does not republish any covenants, condition, restriction, or limitation contained in any document referred to in this commitment to the extent that the specific covenant, conditions, restriction, or limitation violates state or federal law based on race, color, religion, sex, sexual orientation, gender identity, handicap, familial status, or national origin. 1. Any facts, rights, intere sts, or claims thereof, not shown by the Public Records but that could be ascertained by an inspection of the Land or that may be asserted by persons in possession of the Land. 2. Easements, liens or encumbrances, or claims thereof, not shown by the Public Records. 3. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate a nd complete land survey of the Land and not shown by the Public Records. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the Public Records. 5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prio r to the date of the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment. 6. (a) Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records; (b) proceedings by a public agency that may result in taxes or assessments, or notices o f such proceedings, whether or not shown by the records of such agency or by the Public Records. 7. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water. 8. EXISTING LEASES AND TENANCIES, IF ANY. 9. RIGHT OF THE PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM, SHOULD THE SAME BE F OUND TO PENETRATE OR INTERSECT THE PREMISES HEREBY GRANTED, AND A RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN UNITED STATES PATENT GIVEN TO ALUX CUAZ ON NOVEMBER 9, 1929. SAID INSTRUMENT STORED AS IMAGE 22761591. (THIS ITEM WAS INTENTIONALLY DELETED) 10. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED APRIL 01, 1895, IN BOOK 12 AT PAGE 358. (THIS ITEM WAS INTENTIONALLY DELETED) 11. RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES AS RESERVED IN UNITED STATES PATENT RECORDED APRIL 01, 1895, IN BOOK 12 AT PAGE 358. (THIS ITEM WAS INTENTIONALLY DELETED) ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part II (Exceptions) Order Number: ABS63018244-2 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 21 12. (THIS ITEM WAS INTENTIONALLY DELETED) (THIS ITEM WAS INTENTIONALLY DELETED) 13. DECREE RECORDED JUNE 5, 1937 IN BOOK 189 AT PAGE 156. (THIS ITEM WAS INTENTIONALLY DELETED) 14. DECREE RECORDED JUNE 5, 1937 IN BOOK 189 AT PAGE 160. (THIS ITEM WAS INTENTIONALLY DELETED) 15. RIGHT OF WAY EASEMENTS RECORDED MAY 4, 1970 IN BOOK 410 AT PAGE 34. (THIS ITEM WAS INTENTIONALLY DELETED) 16. TERMS, CONDITIONS AND PROVISIONS OF RESOLUTION NO. 81-366 RECORDED DECEMBER 10, 1981 IN BOOK 587 AT PAGE 952. (THIS ITEM WAS INTENTIONALLY DELETED) 17. RIGHT OF WAY EASEMENTS RECORDED MAY 14, 1984 IN BOOK 649 AT PAGE 666. (THIS ITEM WAS INTENTIONALLY DELETED) 18. RIGHT OF WAY EASEMENTS RECORDED NOVEMBER 14, 1984 IN BOOK 659 AT PAGE 975. (THIS ITEM WAS INTENTIONALLY DELETED) 19. TERMS, CONDITIONS AND PROVISIONS OF AGREEMENT FOR EASEMENT RECORDED JUNE 06, 2002 IN BOOK 1361 AT PAGE 74. (THIS ITEM WAS INTENTIONALLY DELETED) 20. HOLY CROSS ENERGY RIGHT-OF-WAY EASEMENT RECORDED OCTOBER 17, 2002 IN BOOK 1396 AT PAGE 504. (THIS ITEM WAS INTENTIONALLY DELETED) 21. UNDIVIDED ONE FOURTH INTEREST IN ALL OIL, GAS AND OTHER MINERALS TOGETHER WITH A RIGHT OF ENTRY AS RESERVED IN INSTRUMENT RECORDED NOVEMBER 24, 1988 IN BOOK 312 AT PAGE 390, ANY AND ALL ASSIGNMENTS THEREOF OR INTERESTS THEREIN. (THIS ITEM WAS INTENTIONALLY DELETED) 22. TERMS, CONDITIONS AND PROVISIONS OF WARRANTY DEED IN INSTRUMENT RECORDED MARCH 3, 2003 IN BOOK 1442 AT PAGE 342. (THIS ITEM WAS INTENTIONALLY DELETED) 23. EASEMENTS AND RIGHTS OF WAY AS CONTAINED IN INSTRUMENT RECORDED MARCH 3, 2003 IN BOOK 1442 AT PAGE 363, AND RERECORDED JUNE 15, 2005 IN BOOK 1697 AT PAGE 531. (THIS ITEM WAS INTENTIONALLY DELETED) 24. TERMS, CONDITIONS AND PROVISIONS OF RIGHT OF WAY EASEMENT RECORDED MAY 03, 2004 IN BOOK 1584 AT PAGE 383. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part II (Exceptions) Order Number: ABS63018244-2 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 22 (THIS ITEM WAS INTENTIONALLY DELETED) 25. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN HOLY CROSS ENERGY RIGHT OF WAY EASEMENT RECORDED DECEMBER 30, 2015 UNDER RECEPTION NO. 871935. (THIS ITEM WAS INTENTIONALLY DELETED) 26. (THIS ITEM WAS INTENTIONALLY DELETED) (THIS ITEM WAS INTENTIONALLY DELETED) 27. TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF WATER ALLOTMENT CONTRACT RECORDED OCTOBER 01, 2021 UNDER RECEPTION NO. 964118. (THIS ITEM WAS INTENTIONALLY DELETED) 28. TERMS, CONDITIONS, PROVISIONS, BURDENS, AND OBLIGATIONS AS SET FORTH AND GRANTED IN PRIVATE ROAD CROSSING LICENSE RECORDED NOVEMBER 12, 2021 UNDER RECEPTION NO. 966412. (THIS ITEM WAS INTENTIONALLY DELETED) ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part II (Exceptions) Order Number: ABS63018244-2 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 23 LAND TITLE GUARANTEE COMPANY DISCLOSURE STATEMENTS Note: Pursuant to CRS 10-11-122, notice is hereby given that: Note: Effective September 1, 1997, CRS 30-10-406 requires that all documents received for recording or filing in the clerk and recorder's office shall contain a top margin of at least one inch and a left, right and bottom margin of at least one half of an inch. The clerk and recorder may refuse to record or file any document that does not conform, except that, the requirement for the top margin shall not apply to documents using forms on which space is provided for recording or filing information at the top margin of the document. Note: Colorado Division of Insurance Regulations 8-1-2 requires that "Every title entity shall be responsible for all matters which appear of record prior to t he time of recording whenever the title entity conducts the closing and is responsible for recording or filing of legal documents resulting from the transaction which was closed". Provided that Land Title Guarantee Company conducts the closing of the insured transaction and is responsible for recording the legal documents from the transaction, exception number 5 will not appear on the Owner's Title P olicy and the Lenders Policy when issued. Note: Affirmative mechanic's lien protection for the Owner may be available (typically by deletion of Exception no. 4 of Schedule B, Section 2 of the Commitment from the Owner's Policy to be issued) upon compliance with the following conditions: No coverage will be given under any circumstances for labor or material for which the insured has contracted for or agreed to pay. The Subject real property may be located in a special taxing district.(A) A certificate of taxes due listing each taxing jurisdiction will be obtained from the county treasurer of the county in which the real property is located or that county treasurer's authorized agent unless the proposed insured provides written instructions to the contrary. (for an Owner's Policy of Title Insurance pertaining to a sale of residential real property). (B) The information regarding special districts and the boundaries of such districts may be obtained from the Board of County Commissioners, the County Clerk and Recorder, or the County Assessor. (C) The land described in Schedule A of this commitment must be a single family residence which includes a condominium or townhouse unit. (A) No labor or materials have been furnished by mechanics or material-men for purposes of construction on the land described in Schedule A of this Commitment within the past 6 months. (B) The Company must receive an appropriate affidavit indemnifying the Company against un-filed mechanic's and material-men's liens. (C) The Company must receive payment of the appropriate premium.(D) If there has been construction, improvements or major repairs undertaken on the property to be purchased within six months prior to the Date of Commitment, the requirements to obtain coverage for unrecorded liens will include: disclosure of certain construction information; financial information as to the seller, the builder and or the contractor; payment of the appropriate premium fully executed Indemnity Agreements satisfactory to the company , and, any additional requirements as may be necessary after an examination of the aforesaid information by the Company. (E) 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 24 Land]t le' Note: Pursuant to CRS 10-11-123, notice is hereby given: This notice applies to owner's policy commitments disclosing that a mineral estate has been severed from the surface estate, in Schedule B-2. Note: Pursuant to CRS 10-1-128(6)(a), It is unlawful to knowingly provide false, incomplete, or misleading facts or information to an insurance company for the purpose of defrauding or attempting to defrau d the company. Penalties may include imprisonment, fines, denial of insurance, and civil damages. Any insurance company or agent of an insurance company who knowingly provides false, incomplete, or misleading facts or information to a policyholder or claimant for the purpose of defrauding or attempting to defraud the policyholder or claimant with regard to a settlement or award payable from insurance proceeds shall be reported to the Colorado Division of Insurance within the Department of Regulatory Agencies. Note: Pursuant to Colorado Division of Insurance Regulations 8-1-3, notice is hereby given of the availability of a closing protection letter for the lender, purchaser, lessee or seller in connection with this transaction. Note: Pursuant to CRS 10-1-11(4)(a)(1), Colorado notaries may remotely notarize real estate deeds and other documents using real-time audio-video communication technology. You may choose not to use remote notarization for any document. That there is recorded evidence that a mineral estate has been severed, leased, or otherwise conveyed from the surface estate and that there is substantial likelihood that a third party holds some or all interest in oil, gas, other mineral s, or geothermal energy in the property; and (A) That such mineral estate may include the right to enter and use the property without the surface owner's permission. (B) 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 25 JOINT NOTICE OF PRIVACY POLICY OF LAND TITLE GUARANTEE COMPANY, LAND TITLE GUARANTEE COMPANY OF SUMMIT COUNTY LAND TITLE INSURANCE CORPORATION AND OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY This Statement is provided to you as a customer of Land Title Guarantee Company as agent for Land Title Insurance Corporation and Old Republic National Title Insurance Company. We want you to know that we recognize and respect your privacy expectations and the requirements of federal and state privacy laws. Information security is one of our highest priorities. We recognize that maintaining your trust and confidence is the bedrock of our business. We maintain and regularly review internal and external safeguards against unauthorized access to your non-public personal information ("Personal Information"). In th e course of our business, we may collect Personal Information about you from: applications or other forms we receive from you, including communications sent through TMX, our web-based transaction management system; your transactions with, or from the services being performed by us, our affiliates, or others; a consumer reporting agency, if such information is provided to us in connection with your transaction; and The public records maintained by governmental entities that we obtain either directly from those entities, or from our affiliates and non-affiliates. Our policies regarding the protection of the confidentiality and security of your Personal Information are as follows: We restrict access to all Personal Information about you to those employees who need to know that information in order to provide products and services to you. We may share your Personal Information with affiliated contractors or service providers who provide services in the course of our business, but only to the extent necessary for these providers to perform their services and to provide these services to you as may be required by your transaction. We maintain physical, electronic and procedural safeguards that comply with federal standards to protect your Personal Information from unauthorized access or intrusion. Employees who violate our strict policies and procedures regarding privacy are subject to disciplinary action. We regularly assess security standards and procedures to protect against unauthorized access to Personal Information. WE DO NOT DISCLOSE ANY PERSONAL INFORMATION ABOUT YOU WITH ANYONE FOR ANY PURPOSE THAT IS NOT STATED ABOVE OR PERMITTED BY LAW. Consistent with applicable privacy laws, there are some situations in which Personal Information may be disclosed. We may disclose your Personal Information wh en you direct or give us permission; when we are required by law to do so, for example, if we are served a subpoena; or when we suspect fraudulent or criminal activities. We also may disclose your Personal Information when otherwise permitted by applicable privacy laws such as, for example, when disclosure is needed to enforce our rights arising out of any agreement, transaction or relationship with you. Our policy regarding dispute resolution is as follows: Any controversy or claim arising out of or relating to our privacy policy, or the breach thereof, shall be settled by arbitration in accordance with the rules of the American Arbitration Association, and judgment upon the award rendered by the arbitrator(s) may be entered in any court having jurisdiction thereof. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 26 Land]t le' • • • • • • • • • Commitment For Title Insurance Issued by Old Republic National Title Insurance Company NOTICE IMPORTANT—READ CAREFULLY: THIS COMMITMENT IS AN OFFER TO ISSUE ONE OR MORE TITLE INSURANCE POLICIES. ALL CLAIMS OR REMEDIES SOUGHT AGAINST THE COMPANY INVOLVING THE CONTENT OF THIS COMMITMENT OR THE POLICY MUST BE BASED SOLELY IN CONTRACT. THIS COMMITMENT IS NOT AN ABSTRACT OF TITLE, REPORT OF THE CONDITION OF TITLE, LEGAL OPINION, OPINION OF TITLE, OR OTHER REPRESENTATION OF THE STATUS OF TITLE. THE PROCEDURES USED BY THE COMPANY TO DETERMINE INSURABILITY OF THE TITLE, INCLUDING ANY SEARCH AND EXAMINATION, ARE PROPRIETARY TO THE COMPANY, WERE PERFORMED SOLELY FOR THE BENEFIT OF THE COMPANY, AND CREATE NO EXTRACONTRACTUAL LIABILITY TO ANY PERSON, INCLUDING A PROPOSED INSURED. THE COMPANY’S OBLIGATION UNDER THIS COMMITMENT IS TO ISSUE A POLICY TO A PROPOSED INSURED IDENTIFIED IN SCHEDULE A IN ACCORDANCE WITH THE TERMS AND PROVISIONS OF THIS COMMITMENT. THE COMPANY HAS NO LIABILITY OR OBLIGATION INVOLVING THE CONTENT OF THIS COMMITMENT TO ANY OTHER PERSON. . COMMITMENT TO ISSUE POLICY Subject to the Notice; Schedule B, Part I—Requirements; Schedule B, Part II—Exceptions; and the Commitment Conditions, Old Republic National Title Insurance Company, a Minnesota corporation (the “Company”), commits to issue the Policy according to the terms and provisions of this Commitment. This Commitment is effective as of the Commitment Date shown in Schedule A for each Policy described in Schedule A, only when the Company has entered in Schedule A both the specified dollar amount as the Proposed Policy Amount and t he name of the Proposed Insured. If all of the Schedule B, Part I—Requirements have not been met within 6 months after the Commitment Date, this Commitment terminates and the Company’s liability and obligation end. COMMITMENT CONDITIONS 1. DEFINITIONS 2. If all of the Schedule B, Part I—Requirements have not been met within the time period specified in the Commitment to Issue Policy, Commitment terminates and the Company’s liability and obligation end. 3. The Company’s liability and obligation is limited by and this Commitment is not valid without: 4. COMPANY’S RIGHT TO AMEND The Company may amend this Commitment at any time. If the Company amends this Commitment to add a defect, lien, encumbrance, adverse claim, or other matter recorded in the Public Records prior to the Commitment Date, any liability of the Company is limited by Commitment Condition 5. The Company shall not be liable for any other amendment to this Commitment. 5. LIMITATIONS OF LIABILITY i. comply with the Schedule B, Part I—Requirements; ii. eliminate, with the Company’s written consent, any Schedule B, Part II—Exceptions; or iii. acquire the Title or create the Mortgage covered by this Commitment. “Knowledge” or “Known”: Actual or imputed knowledge, but not constructive notice imparted by the Public Records.(a) “Land”: The land described in Schedule A and affixed improvements that by law constitute real property. The term “Land” does not include any property beyond the lines of the area described in Schedule A, nor any right, title, interest, estate, or easement in abutting streets, roads, avenues, alleys, lanes, ways, or waterways, but this does not modify or limit the extent that a right of access to and from the Land is to be insured by the Policy. (b) “Mortgage”: A mortgage, deed of trust, or other security instrument, including one evidenced by electronic means authorized by law.(c) “Policy”: Each contract of title insurance, in a form adopted by the American Land Title Association, issued or to be issued by the Company pursuant to this Commitment. (d) “Proposed Insured”: Each person identified in Schedule A as the Proposed Insured of each Policy to be issued pursuant to this Commitment.(e) “Proposed Policy Amount”: Each dollar amount specified in Schedule A as the Proposed Policy Amount of each Policy to be issued pursuant to this Commitment. (f) “Public Records”: Records established under state statutes at the Commitment Date for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without Knowledge. (g) “Title”: The estate or interest described in Schedule A.(h) the Notice;(a) the Commitment to Issue Policy;(b) the Commitment Conditions;(c) Schedule A;(d) Schedule B, Part I—Requirements; and(e) Schedule B, Part II—Exceptions; and(f) a counter-signat ure by the Company or its issuing agent that may be in electronic form.(g) The Company’s liability under Commitment Condition 4 is limited to the Proposed Insured’s actual expense incurred in the interval between the Company’s delivery to the Proposed Insured of the Commitment and the delivery of the amended Commitment, resulting from the Proposed Insured’s good faith reliance to: (a) The Company shall not be liable under Commitment Condition 5(a) if the Proposed Insured requested the amendment or had Knowledge of the matter and did not notify the Company about it in writing. (b) The Company will only have liability under Commitment Condition 4 if the Proposed Insured would not have incurred the expense had the Commitment included the added matter when the Commitment was first delivered to the Proposed Insured. (c) The Company’s liability shall not exceed the lesser of the Proposed Insured’s actual expense incurred in good faith and described in Commitment Conditions 5(a)(i) through 5(a)(iii) or the Proposed Policy Amount. (d) The Company shall not be liable for the content of the Transaction Identification Data, if any.(e) 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 27 I _I I 6. LIABILITY OF THE COMPANY MUST BE BASED ON THIS COMMITMENT 7. IF THIS COMMITMENT HAS BEEN ISSUED BY AN ISSUING AGENT The issuing agent is the Company’s agent only for the limited purpose of issuing title insurance commitments and policies. The issuing agent is not the Company’s agent for the purpose of providing closing or settlement services. 8. PRO-FORMA POLICY The Company may provide, at the request of a Proposed Insured, a pro-forma policy illustrating the coverage that the Company may provide. A pro-forma policy neither reflects the status of Title at the time that the pro-forma policy is delivered to a Proposed Insured, nor is it a commitment to insure. 9. ARBITRATION The Policy contains an arbitration clause. All arbitrable matters when the Proposed Policy Amount is $2,000,000 or less shall be arbitrated at the option of either the Company or the Proposed Insured as the exclusive remedy of the parties. A Proposed Insured may review a copy of the arbitration rules at http://www.alta.org/arbitration. IN WITNESS WHEREOF, Land Title Insurance Corporation has caused its corporate name and seal to be affixed by its duly authorized officers on the date shown in Schedule A to be valid when countersigned by a validating officer or other authorized signatory. Issued by: Land Title Guarantee Company 3033 East First Avenue Suite 600 Denver, Colorado 80206 303-321-1880 Craig B. Rants, Senior Vice President This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Old Republic National Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I—Requirements; and Schedule B, Part II —Exceptions; and a counter-signature by the Company or its issuing agent that may be in electronic form. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. In no event shall the Company be obligated to issue the Policy referred to in this Commitment unless all of the Schedule B, Part I—Requirements have been met to the satisfaction of the Company. (f) In any event, the Company’s liability is limited by the terms and provisions of the Policy.(g) Only a Proposed Insured identified in Schedule A, and no other person, may make a claim under this Commitment.(a) Any claim must be based in contract and must be restricted solely to the terms and provisions of this Commitment.(b) Until the Policy is issued, this Commitment, as last revised, is the exclusive and entire agreement between the parties with respect to the subject matter of this Commitment and supersedes all prior commitment negotiations, representations, and proposals of any kind, whether written or oral, express or implied, relating to the subject matter of this Commitment. (c) The deletion or modification of any Schedule B, Part II—Exception does not constitute an agreement or obligation to provide coverage beyond the terms and provisions of this Commitment or the Policy. (d) Any amendment or endorsement to this Commitment must be in writing and authenticated by a person authorized by the Company.(e) When the Policy is issued, all liability and obligation under this Commitment will end and the Company’s only liability will be under the Policy.(f) 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 28 OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY A Stock Company 400 Second Avenue South, Minneapolis, Minnesota 55401 (612)311-1111 By President Attest Secretary 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 29 ·' 1111 ~~ Mi~ NI~~ I'll~ ~~'M\'l!,,N 111111 Reception#: 720212 04/02/2007 02:49:25 PM B 1908 P:0906 Jean Alberico 1 of 2 Rec Fee:$11 00 Doc Fee·0.00 GARFIELD COUNTY CO SPECIAL WARRANTY DEED THIS IIEEII, made on this day of Jj;l 9 /07 , between NORIIIC GARIIENS LANIISCAPF. COMPANY, INC. of the County of GARFIELD and State of COLORADO, Grantor(s), and NORDIC GARDENS LAND FUND, LLC. whose legal address is: 652 MELISSA, CARBONDALE, CO 81623 of the County of GARFIELD and State of COLORADO, Grantee(s:: WITNESS, that the Grantor, for and in consideration of the sum of (10.00) TEN DOLLARES AND NO/100 DOLLARS the receipt and sufti.dency of which i!j hereby acknowledged, has granted, bargained, sold and conveyed. and by these presents does grant, bargain, sell. convey and confi.1111 unto the Grantee(s), their heirs and suct.:essors and assigns forever, Individual all the real property, together with improvements, if any, situate, lying and being in the County of GARFIELD and State of Colorado, described as follows: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF Also known by street and number 2340 COUNTY ROAD 100, CARBONDALE, CO 81623 TOGETHER with all and singular the hereditaments and appurtenances thereunto belonging, or in anywise appertaining and the reven:ion and reversions, remainder and remainders, rents. issues and profits there of: and all the estate, right title interest, claim and demand whatsoever of the Grantor(s), either in law or equity, of~ in and to the above bargained premises, with the hereditaments and appurtenances; TO HA VE AND TO HOLD the said premise,; above bargained and described with appurtenances, unto the Grantee(s), his heirs, successors and assigns forever. The Grantor(s), for himself, his heirs, successors and assigns, does covenant, and agree that it shall and will WARRANT AND FOREVER DEFEND the above-bargained premises m the quiet and peaceable possession of the Grantee(s), his heirs, successors and assigns, agamst all and ~ every person or persons clannmg the whole or any part thereof. through or m;ider the Grantor(s) NORDlC GARDENS LANDSCAPE COMPANY, INC. I I I I I I , ~ I IN WITNESS WHEREOF the Grantor(s) lia,e executed tl11s d,?,itl ~ r ) ,J/ , STATE OF COLORADO COUNTY OF GARFIELD )ss. ) The foregoing instrument was acknowledged before me on this day of /Yla,-c.h ~ '7',, :lLV,7 By KEITH FLOD\' KEATING, PRESIDENT OF NORDIC GARDENS LANDSCAPE COMPANY, INC. My commission expires _f:1-/ '7-< 'is"' Witness my hand and official seal. When Recorded Return to: NORDIC GARDENS LAND FUND, LLC 652 MELISSA CARBONDALE, CO 81623 Notary Public NOTARY PUBLIC STATE OF COLORADO :v!y Coillmission Expirec Dec. 19, 2008 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 30 1111 ~ Mltfo'.11'/~N« ~~l~t,v,l'i',;IIM, Ml~ 11111 Reception#: 720212 04/02/2007 02:49:25 PM B, 190B P:0907 Jean Alberico 2 of 2 Rec Fee, $11 00 Doc Fee: O 00 GARFIELD COUNTY CO 11<:XHIBIT A A PARCEL OF LAND SITUATED IN GOVERHHEHT LOTS 17 AND 21. SECTION 36, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN, A PORTION OF GOVERNMENT LOT 14, SECTION 31, TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE SIXTH PRINCIPAL MERIDIAN AND IN GOVERNMENT LOT 1, SECTION 1. TOWNSHIP 8 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN, BEING HORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SECTION 1 ALSO BEING THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 1 AND BEING THE SOUTHEAST CORNER OF SAID LOT 21; THENCE S. 49 DEGREES 35' 00" W. A DISTANCE OF 1440. 63 FEET; THENCE N. 11 DEGREES 15' 19" E. A DISTANCE OF 1518.13 FEET; THENCE N. 32 DEGREES 24' 47" W. A DISTANCE OF 144.17 FEET; THENCE N. 65 DEGREES 19' 05" W. A DISTANCE OF 101.49 FEET; THENCE N. 10 DEGREES 13' 55" W. A DISTANCE OF 210.22 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF THE DENVER AND RIO GRANDE WESTERN RAILROAD; THENCE ALONG SAID SOUTHERLY RIGHT -{:IF -WAY N. Bl DEGREES 22' 43" E. A DISTANCE OF 1533.00 FEET TO A POINT ON THE EAST LINE OF SAID LOT 14; THENCE ALONG SAID EAST LINE S. 00 DEGREES 30' 00" E. A DISTANCE OF 431. 39 FEET TO THE SOUTHEAST CORNER OF SAID LOT 14: THENCE ALONG THE SOUTH LINE OF SAID LOT 14 S. 89 DEGREES 10' 00" W. A DISTANCE OF 512.04 FEET TO THE SOUTHWEST CORNER OF SAID LOT 14 ALSO BEING THE NORTHEAST CORNER OF SAID LOT 21 AND A POINT ON THE EAST LINE OF SAID SECTION 36; THENCE S. 00 DEGREES 00' 33" W. ALONG SAID EAST LINE A DISTANCE OF 716.86 FEET TO THE POINT OF BEGINNING. COUNTY OF GARFIELD STATE OF COLORADO Form EXHIBITA 01/17/03 GW246497 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 31 Recorded at. . .3.:.12 ......... o'clock. .... P. ..... M., ........ F..ebr.uar..y. .... 2;3., ..... 19-6{). ........ . Reception No 22 B$09 Uhas• S • Keeg~.fL ..... Recorder. Tms DEED, Made this ;;2... (;!!) day of February in the year of our Lord one thousand nine hund1·ed and sixty-five between R. A. COFFMAN and FLOM. COFF~AN of the County of Garf i e 1 d and State of Colorado, of the first part, and REX A. COFFMAN and JoANN G. COFFMAN of tho County of Garfield and State of Colorado, of tho second part: WITNESSETII, That the said parties of the fh:st part, for and in consideration of the sum of Book 364 Page 109 TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION ------.nol,LA~~ to the said part i es of the first part in hand paid by tho said pa1·ties of tho second part, tho receipt whereof is hereby confessed and aclmowledgod, have granted, bargained, sold and convoyed, and by these presents do grant, bargain, sell, convey and confirm unto the said parties of the second p_art, their heirs and assigns forever, not in tenancy in common but in joiilt tenancy, all the following described lots or parcels of land, situate, lying and being in the County of ~ar field tmd State of Colorado, to-wit: Lots 12, 13, 16 and 17, Seciion 36, Township 7 South, Range 88 West of the Sixth P. M.; Lot 14, Section 31, Township 7 South, Range 87 West of the Sixth P. M.; Lots 21, 22 and 23, Section 36, Township 7 South, Range 88 West of the Sixth P. M.~ Lots 1 and 2, Section 1, Township 8 South, Range 88 West of the Sixth P, ~.; consisting of 301.248 acres, more or less. EXCEPTING the following described tract of land, to-wit: A tract of land situated in Lot 23, Section 36, Townshir 7 South, Range 88 West of the 6th Principal Meridian, more fullv described as follows: Beginning at a point on the North line 0¥ said Lot 23 whence the witness corner for the South Quarter Corner of said Section 36 bears s. 69°L~5' F.:, 961.91 ,.eet; thence S. 89°10 1 W. 483.91 feet along the North line of said Lot 23 to the Northwest Corner of said Lot 23; thence South 707.62 feet along the West line of said Lot 23 to the Southwest Corner of said Lot 23; thence S. 89°2t~'40 11 E. 661.35 feet along the South line of said Lot 23; thence North 632.72 feet; thence s. 66°14 1 w. 31.76 feet; thence S. 82°30 1 W. 52.93 ~eet; thence N. 79°14' W. 97,63 feet; thence North 90.13 feet to the North line of said Lot 23, the point of beginning. Containing 10,51 acres, more or less. Tog~tler with any and all water and water rights, ditches and ditch rights belonp,;ing to or used upon, or in connection with the above described propertv. Also itgether with 134 shares of stock in the North Thomrison-Four Mile Mineral and Land Cornoration, and all grazing rirhts and privileges re~resented thereby. Also together with the right to graze 8L~ head of cattle unon the public domain as granted bv the Bureau of Land ~ana~ement. EXCEPTING mineral reservations of record and easements and riqhts- of-way of record for roads, highways, ditches, telephone, tel~qraph, and power lines. ,-. ----·-~-. - ;,fl; a':•: ;. ;,f :,: : "; t -"':. ~~:-~ ~ ... ~ -:•-~!!_Iii-II!! ;~~I -~=="-'!:!~~~ -=---->==~¥£~~~ ~ -. " -.. !: . -- TOGETIIER with all and singular the horeditamonts and appurtenances thereunto belonging, or in anywise appertaining, and the reversion and reversions, remainder and remainders, rents, issues and profits thereof; and all the estate, right, title, interest, claim and demand whatsoever of tho ~aid parties of tho first paxt, either in law or equity, of, in and to tho above bargained promises, with tl1e heroditaments and appurtenances. No, 768. WAURANTY DEED-'.l'o Joint 'l'Nmnb.-BrndC01·,l-Roblnson Pl"intlns: Connmn:v, 1824•4G St-Out Stre.?t, Denver, Colol"ndo 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 32 Book 364 Page 110· TO HA VE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the said parties of the second part, their heirs and assigns forever. And the said part i es of the first part, for themselves, theipeirs, executors, and administrators, do covenant, grant, bargain and agree to .and with the said parties of the second part, their heirs and assigns, that at the time of the ensealing and delivery of these presents, they are well seized of the premises above conveyed, as of good, sure, perfect, absolute .and indefeasible estate of inheritance in law, in fee simple, and ha ve good right, full power and lawful authority to grant, bargain, sell and convey the same in manner and form aforesaid, and that the same are free and clear from .all former and other grants, bargains, sales, liens, taxes, assessments and incumbrances of whatever kind or nature, .soever, except 19 6 5 taxes • .and the above bargained premises in the quiet and peaceable possession of the said parties of the second part, their heirs and assigns, against all and every person or persons lawfully claiming or to claim the whole ot any part thereof, the said parlies of the first part shall and will WARRANT AND FOREVER DEFEND. IN WITNESS WHEREOF, the said parties of the first part have hereunto sett heir hand 8 and seal s the day and year first above written. Signed, Sealed and Delivered in the Presence of STATE OF COLORADO, cc:~-,_;-_·~~~ ·,~----~county of GARFIELD 0 E-1 ....................................................................................... [SEAL] ~ '-i ~ ~ tfi- gj ~ day of February NORTH 0 ORIGINAL SCALE: 75 150 300 1"=300' MAP KEY: PROJECT/PROPERTY BOUNDARY ADJACENT PROPERTY BOUNDARY 200’ PROJECT/PROPERTY OFFSET 1 2 3 4 5 7 9 10 6 8 11 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 33 Adjacent Property Owners + Mineral Rights (4-203.B.3) PARCELS #4 THRU #9 ARE ALL OWNED BY T2 CARBONDALE, LLC Adjacent Property Owners Map 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 34 Adjacent Property Owners List #1 Parcel: 239336321001 Owner: AVLT Coffman Ranch LLC Physical Address: 1837 County Road 100, Carbondale, CO 81623 Mailing Address: 320 Main Street, Suite 204, Carbondale, CO 81623 #2 Parcel: 239131321002 Owner: Coffman, Douglas A + Julia D Physical Address: not available Mailing Address: 77 Meadow Point, Carbondale, CO 81623 #3 Parcel: 239131300025 Owner: Smith, Eric Physical Address: 2575 County Road 100, Carbondale, CO 81623 Mailing Address: 2575 County Road 100, Carbondale, CO 81623 #4, Parcel: 239131300015 #5, Parcel: 239131302191 #6, Parcel: 246506202022 #7, Parcel: 246506202021 #8, Parcel: 246506202190 #9, Parcel: 246301100081 Owner: T2 Carbondale LLC Physical Address: not available Mailing Address: 4582 S Ulster Street, Suite 1410, Denver, CO 80237 #10 Parcel: 239336400268 Owner: Hansen, HP + Gwendolyn Physical Address: not available Mailing Address: 100 Stagecoach Circle, Carbondale, CO 81623 #11 Parcel: 239336300016 Owner: Roaring Fork Transportation Authority Physical Address: Railroad R.O.W., Carbondale, CO 81623 Mailing Address: 1340 Main Street, Carbondale, CO 81623 Mineral Estate Owners The Albert Cerise Family Company c/o Leslie Cerise 1539 Highway 133 Carbondale, CO 81623 Lessees of Minerals of the Subject Property There are no current leases of the subject mineral rights CERTIFICATION OF MINERAL OWNER RESEARCH This form is to be completed and submitted with any application for a Land Use Change Permit. Mineral interests may be severed from surface right interests in real property. C.R.S. § 24-65.5-101, et seq, requires notification to mineral owners when a landowner applies for an application for development from a local government. As such, the landowner must research the current owners of mineral interests for the property. The Garfield County Land Use and Development Code of 2013 (“LUDC”) Section 4 -101(E)(1)(b)(4) requires written notice to owners of mineral interests in the subject property in accordance with C.R.S. § 24-65.5-101, et seq, “as such owners can be identified through the records in the office of the Clerk and Recorder or Assessor, or through other means.” This form is proof of applicant’s compliance with the Colorado Revised Statutes and the LUDC. The undersigned applicant certifies that mineral owners have been researched for the subject property as required pursuant to C.R.S. § 24-65.5-101, et seq, and Section 4-101 (E)(1)(b)(4) of the Garfield County Land Use and Development Code, as amended. As a result of that research, the undersigned applicant certifies the following (Please initial on the blank line next to the statement that accurately reflects the result of research): I own the entire mineral estate relative to the subject property; or Minerals are owned by the parties listed below The names and addresses of any and all mineral owners identified are provided below (attach additional pages as necessary): Name of Mineral Owner Mailing Address of Mineral Owner I acknowledge I reviewed C.R.S. § 24-65.5-101, et seq, and I am in compliance with said statue and the LUDC. _____________________________________________ _________________________________ Applicant’s Signature Date ND The Albert Cerise Family Company The Albert Cerise Family Company c/o Leslie Cerise 1539 Highway 133 Carbondale, CO 81623 January 15, 2022 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 35 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 35 Certification of Mineral Owner Research cG Garfield County 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 36 Payment Agreement Form (4-203.B.4) c@ Garfield County PAYMENT AGREEMENT FORM GARFIELD COUNTY ("COUNTY") and Property Owner ("APPLICANT") __________ _ --'-N-'--'o'--'-r-"'d-'-'ic'---G=-.c..ac....rd"--e'--'-n-'--'s'-=La=n--'-d"-'---'-F--"-u'-'--'n=d"-=L=L--=cC _______________ agree as follows : l. The Applicant has submitted to the County an app lication for the following Project: __ _ 2. The Applicant understands and agrees that Garfield County Resolution No . 2014-60, as amended, establishes a fee schedule for each type application, and the guidelines for the administration of the fee structure. 3. The Applicant and the County agree that because of the size, natu re or scope of the proposed project, it is not possible at this time to ascertain the fu ll extent of the costs i nvolved in process i ng the applicat ion . The Applicant agrees to make payment of the Base Fee, estab l ished for the Project, and to thereafter permit additional costs to be billed to the Applicant. The Applicant agrees to make additional payments upon notificat ion by the County, when they are necessary , as costs are i ncurred. 4 . The Base Fee shall be i n add it ion to and exclusive of any cost for publ ication 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 actua l recorded costs exceed the initial Base Fee , the Applican t shall pay additional b illings to the County to reimburse the County for the processing of the Project. The Applicant acknowledges that all billing shall be paid prior to the final consideration by the County of any Land Use Change or Division of Land . I hereby agree to pay all fees related to this application: Billing Contact Person :_K_e_it_h_K_e_a_ti_n_g ________ Phone : (Cj-=1-0) S 3::C, -~3o T Billing Contact Address : 2340 County Road 100 City : Carbondale State : CO Zip Code: _8_1_6_2_3 __ _ Billing Contact Email : kfkeating@gmail.com Pr inted Name of Person Authorized to Sign: _N_i_c_h_o_l_a_s_D_iF_ra_n_k ____________ _ -== (Signature) 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 37 Background The applicant, Nordic Gardens Land Fund, LLC, is submitting a Land Use Change Permit to allow a 4.16-acre Small Contractor’s Yard within their 35.02-acre parcel. The lot was created in 1965 and then sold to the current owner in 2007 for commercial use. Prior to the unpermitted activities in recent years, the property was used as a space for landscaping companies and the construction of log homes under a Special Use Permit. Current Site Conditions The property is currently vacant. The previous tenants (Mehan Excavating) and their operations were cleared from the site during the summer of 2021. Following the removal of the past tenant, the site was cleared in preparation for this application. All violations noted on the June 6, 2019 Notice of Violation have been resolved. Please see the following page of this package for documentation from County Code Enforcement. Existing site utilities include a well, electric/power lines and a utility control panel. The only features remaining on the site for future tenant use include a heated 672 square foot site office with a bathroom, a centrally located shade structure (with no utilities) at the base of the southern steep section of the site, a lean-to and shed in the northwest area of the site. If approved, the Small Contractor’s Yard will be rented to a local, small business whose operations meet the constraints of this permit request, the site, and all applicable zoning, access/circulation and noise requirements. Proposed Conditions The proposed Small Contractor’s Yard will be accessed by an improved, semi-primitive, shared access drive, from Country Road 100. The shared private roadway will continue to provide access to parcel #239336400268, to the west. The access crosses through a 100’ ROW owned and managed by the Roaring Fork Transportation Authority (RFTA). Within the ROW lies the Rio Grande Trail. The 20’ wide (two, 8’ travel lanes with 2’ shoulders) paved, two-way access driveway was approved by RFTA on December 23, 2021. Traffic analysis and access documentation with RFTA can be found in within the Traffic Study (4-203.L) on page 57 of this package. The site will be used by 1-2 small businesses who will both be required to develop independent lease agreements with the parcel owner. Site operations for all tenants will be limited to Monday through Saturday, 7am to 7pm. No subleases or subtenant situations will be allowed. Per the Site Plan (exhibit A), only minor site modifications to the existing site are expected. These grading and access updates will help to ensure safe vehicular movement and adherence to commercial setback and buffering requirements. It is expected that the future tenant(s) will use the site for typical business operations, storage, staging, etc. A new OWTS/Septic sytem, water quality features (bio-swales), dedicated parking, and a commercial/industrial well, are also features within the proposed site plan. A proposed new Shop/Office has been included on the site plan to provide necessary accomodations for future tenant needs. If this structure is deemed necessary to construct by future tenants, its use would be limited to the services of the contractor’s yard. Additional Notes (Conditions of Approval) All site design and engineering documents that are included in this package meet County standards. However, the following permits are currently in process and are anticipated to be completed/ constructed after the approval of this application as conditions of approval: • Garfield County Access + Grading Permit(s) • Onsite Water Treatment System (OWTS) Permit • Stormwater treatment features • Under sink water filtration Existing Special Use Permit As part of this application/submission package, the applicant agrees to withdraw the previous Special Use Permit (Resolution 2002-100) provided for the Ackerman log home business, as a required condition requested by the Garfield County Community Development Department. See letter signed by applicant on page 39 of this package. Project Description (4-203.B.5) Friday, January 14, 2022 at 09:52:29 Mountain Standard Time Page 1 of 1 Subject:RE: No'ce of Viola'on Review Request: 2340 CR 100-Nordic Gardens Land Fund Date:Friday, January 14, 2022 at 8:31:42 AM Mountain Standard Time From:Wade PaMon To:Nicholas DiFrank ABachments:image001.png Hi Nick, There are no viola'ons with the property currently. I hope the project goes well for you. Thanks and nice to meet you. Wade Patton, CCCEO Garfield County Code Enforcement Officer 194 W 14th Street, Bldg “D” Suite # 120Rifle, CO. 81650wpatton@garfield-county.com 970-945-1377 x 1530 From: Nicholas DiFrank <nick@re-land.com> Sent: Thursday, January 13, 2022 5:33 PM To: Wade PaMon <wpaMon@garfield-county.com> Subject: [External] No'ce of Viola'on Review Request: 2340 CR 100-Nordic Gardens Land Fund Hello Wade, I just le_ a message on your office phone introducing myself. My team is nearly ready to submit for a Small Contractor’s Yard Applica'on at 2340 CR 100, and a_er speaking with Glenn we would really appreciate confirming if there are any remaining viola'ons we need to be aware of. To my knowledge Mr. Kea'ng has cleared the site of all tenants and past viola'ons, but I think its most appropriate for you confirm that for us. To ensure that we’re not missing anything. Our goal is to do this right and help Mr. Kea'ng move forward a_er the series of ques'onable decisions that were made in the past. If you would be willing to give me a call so we could discuss what needs to be done, I would greatly appreciate it. Thank you in advance for your help with this project. Sincerely, Nick Nicholas DiFrank PLA, SITES AP, LEED Green Assoc. PRINCIPAL www.re-land.com 303.829.8362 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 38 Garfield County Code Enforcement Update r e:LAND EXISTING SPECIAL USE PERMIT WITHDRAWAL DATE: March 10, 2022 ATTENTION: Garfield County Colorado – Community Development I/WE Nordic Gardens Land Fund, LLC REGISTERED OWNER(S) OF PROPERTY AT: 2340 County Road 100, Carbondale, CO. Garfield County Parcel: 2393-354-00-267 I, Keith Keating, Managing Member of Nordic Gardens Land Fund, LLC, formally agree to the request made by Garfield County on February 11, 2022, pertaining to the required withdrawal of the existing Special Use Permit (Resolution 2002-100) issued to Ackerman Land LLC, for the construction of handcrafted log homes at 2340 County Road 100. NAME AND CONTACT INFORMATION OF REGISTERED OWNERS: Signature: _____________________________________________ Name (printed): Keith Keating Title: Managing Member Phone: 970.379.3307 Email: kfkeating@gmail.com 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 39 Existing Special Use Permit j 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 40 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 41 SPECIFIC APPLICATION MATERIALS Garfield County, CO2340 CR 100: Vicinity Map Developed by Account Number R009788 Parcel Number 239336400267 Acres 35 Land SqFt 0 Tax Area 011 2019 Mill Levy 79.7760 Physical Address 2340 100 COUNTY RD CARBONDALE 81623 Owner Address NORDIC GARDENS LAND FUND, LLC 2340 COUNTY ROAD 100 CARBONDALE CO 81623 2019 Total Actual Value $828,500 Last 2 Sales Date Price 10/18/2019 $0 11/30/2015 $0 Date created: 1/11/2022 Last Data Uploaded: 1/11/2022 2:07:12 AM 3,787 ft Overview Legend Parcels Parcel/Account Numbers Highways Limited Access Highway Major Road Local Road Minor Road Other Road Ramp Ferry Pedestrian Way Owner Name Lakes & Rivers County Boundary Line Garfield County, CO2340 CR 100: Vicinity Map Developed by Account Number R009788 Parcel Number 239336400267 Acres 35 Land SqFt 0 Tax Area 011 2019 Mill Levy 79.7760 Physical Address 2340 100 COUNTY RD CARBONDALE 81623 Owner Address NORDIC GARDENS LAND FUND, LLC 2340 COUNTY ROAD 100 CARBONDALE CO 81623 2019 Total Actual Value $828,500 Last 2 Sales Date Price 10/18/2019 $0 11/30/2015 $0 Date created: 1/11/2022 Last Data Uploaded: 1/11/2022 2:07:12 AM 3,787 ft OverviewLegendParcels Parcel/Account Numbers Highways Limited Access Highway Major Road Local Road Minor Road Other Road Ramp Ferry Pedestrian Way Owner Name Lakes & Rivers County Boundary Line Garfield County, CO2340 CR 100: Vicinity Map Developed by Account Number R009788 Parcel Number 239336400267 Acres 35 Land SqFt 0 Tax Area 011 2019 Mill Levy 79.7760 Physical Address 2340 100 COUNTY RD CARBONDALE 81623 Owner Address NORDIC GARDENS LAND FUND, LLC 2340 COUNTY ROAD 100 CARBONDALE CO 81623 2019 Total Actual Value $828,500 Last 2 Sales Date Price 10/18/2019 $0 11/30/2015 $0 Date created: 1/11/2022 Last Data Uploaded: 1/11/2022 2:07:12 AM 3,787 ft Overview Legend Parcels Parcel/Account Numbers Highways Limited Access Highway Major Road Local Road Minor Road Other Road Ramp Ferry Pedestrian Way Owner Name Lakes & Rivers County Boundary Line 2340 CR 100 DOWNTOWN CARBONDALE 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 42 Vicinity Map (4-203.C) Site arrival: modular office + parking area (left), shared access drive (center), OWTS + utility area (right) Site arrival/exit: shared access drive + gate 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 43 Existing Conditions Photos (1 of 4) 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 44 Site interior (east): primary parking area + modular site office Site interior (central): shared access intersection, modular site office (left), interior gate and ditch crossing (center/rear) Existing Conditions Photos (2 of 4) 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 45 Existing Conditions Photos (3 of 4) Site interior (west): OWTS + utility area (right), shared access drive (left) Site interior (west): OWTS + utility area, vegetative buffer at fence line with earthen berm and additional vegetative buffer outside of fence line 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 46 Site interior (west): shared access drive, buffered ditch (left), OWTS + utility area (right) Site interior (central): gate and ditch crossing Existing Conditions Photos (4 of 4) Crystal River Civil LLC 970.510.5312 Page 1 of 5 Engineering Report 2340 CR 100 Carbondale, Colorado 81623 Nordic Land Fund, LLC March 18, 2022 1. Existing Conditions The existing parcel under evaluation for this engineering report is located at 2340 County Road 100, also known as Catherine Store Road, outside of Carbondale, Colorado. The Garfield County Parcel ID is 239336400267 with a legal description of “Section: 36 Township: 7 Range: 88 A PARCEL OF LAND IN GOVERNMENT LOTS 17 AND 21, A PORTION OF GOVERNMENT LOT 14, SEC. 31, TWN 7, RNG 87, AND IN GOVENMENT LOT 1, SEC. 1, TWN 8, RNG 88. 35.02 ACRES”. The parcel is 35.02 acres in size, with only 4.15 acres being developable due to steep hillside conditions within the southern portion of the property. The site has been previously utilized as a contractor’s yard but is currently not in use. The existing access to the site is located off County Road 100 (CR 100), which serves as a shared access for the neighboring property located to the west. A sixteen-foot egress through the RFTA Rio Grande Railroad Corridor is located approximately 35 feet to the south of the county road edge of pavement, allowing for passage through this corridor and onto the site. Developed areas exist only on the far north portion of the property, past the toe of the steep hillside to the south. An existing access easement follows through the site from the entry of the property and continues towards the west for legal access to the neighboring property. Gravel drives surround the developed area for circulation and parking, as well as the access for the neighbor to the west. Several small structures exist on the property that are currently not in use. This includes an office building located at the entrance of the property. An irrigation ditch lateral runs from the east to the west through the site. Existing overhead electric lines run within an easement through the lot as well. 2. Proposed Conditions This submittal is requesting the use of the site as a Small Contractors Yard. The property will stay as existing other than basic roadway, grading and drainage improvements, and an improved septic system to bring the property up to Garfield County code. There are designated storage and staging areas to accommodate the project land use change to a small contractor’s yard, as presented in the land use request. All access roads and driveways shall conform to Garfield County requirements by increasing the width in certain areas and providing adequate shoulders, parking and grading, as well as navigation and turnaround of emergency vehicles. Existing services of utilities onsite, including communications and electric, shall be utilized for use of the main office. The well has been permitted through the Colorado Division of Water Resources to change from a residential well to 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 47 Engineering Report Crystal River Civil LLC 970.510.5312 Page 2 of 5 an industrial well and will continued to be used for the site. A proposed wastewater system has been designed for the intention of the small contractor’s yard per Garfield County OWTS regulations. 3. Access, Roads and Parking The site will retain the existing access point located along eastbound CR 100. The access is proposed to be widened to accommodate the correct truck traffic for the proposed use of the property. Eight-foot driving lanes, as well as two-foot gravel shoulders, are proposed within the Garfield County Right-Of-Way and RFTA Railroad Corridor to meet Garfield County Standards for a Semi Primitive access. A thirty-foot edge of road radii is proposed at the access point for Class 8 trucks to enter and exit the property without infringing on oncoming traffic lanes on CR 100. Asphalt is proposed for the access from CR 100 to the RFTA Rio Grande Trail, as well as just after the RFTA Rio Grande Trail to just before the property line. The Rio Grande Trail surface will not be altered for this access. Requirements have been met and the project is approved by RFTA to increase the road width to twenty feet. A traffic impact analysis was performed by Radian Engineering and is provided within the land use submittal documents. Radian Engineering has determined that the average daily trips (ADT) for the property will be below 100 trips, verifying that the roadways shall be designed to a “Semi Primitive” standard as per Table 7-107 in Article 7 of the Garfield County Development Code. More information on traffic impacts can be found within the traffic report dated March 4, 2022. The twenty-foot-wide access enters the property and transitions to a sixteen-foot-wide drive at the first roadway intersection onsite. For interior circulation, gravel surfaces are proposed for the vehicle traffic as well as other designated parking, pulloff and turnaround areas. The access for the neighboring property utilizes the existing driveway alignment and width per the existing easement, which is labeled “16’ Wide Access & Utility Easement Along Existing Roadway” on the existing conditions survey. Looped roads are proposed within the development to promote vehicular circulation within the property. The loops provide access to each of the existing structures, as well as parking areas, the fire truck turnaround area, storage areas and staging zones for the contractor renting the property. The road labeled Loop 1 Road is located to the east of the main access drive. A portion of this loop road is one way only at twelve feet wide, while the remaining two-way traveled loop road is at least sixteen feet wide. Signage and land widths are clearly depicted on the site plan and P&P sheets to visually depict the circulation of trucks and vehicular traffic. The road labeled as Loop 2 Road is a two-way, sixteen-foot-wide gravel drive that provide access to additional storage and staging areas. Designated parking stalls are provided on site. Eight standard parking stalls, one van accessible ADA compliant parking stall, and one standard ADA compliant parking stall are located onsite next to the existing office. Signage is provided for clear delineation of ADA parking stalls. This number of parking stalls exceed the amount required as per Table 7-302.A in the Garfield County Development Code, which requires one parking stall for every 250 square feet of office floor area. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 48 Crystal River Civil LLC 970.510.5312 Page 3 of 5 4. Grading and Drainage For this Land Use Application, the proposed grading on the site has been minimized to reduce site disturbance and impacts. The overall grading path of the site generally slopes from the southeast to the northwest. Grades do not exceed five percent in areas of proposed disturbance. Existing drainage paths from the large hillside above the project limits are to remain. No offsite drainage will be required for the project, as existing irrigation ditches and other drainage patterns convey runoff away from project limits. All impacted onsite drainage is proposed to be managed onsite, and a sustainable approach for drainage detention to keep disturbed areas at a minimum shall be used. Bio-swales are proposed at low points within the property, generally close to the northern property line. These bio-swales are sized to detain a 25-year storm event using the FAA Modified Rational Method to minimize the peak runoff closer to historic flow rates. The overflow path for any greater storm event would sheet flow to the north out of the bio swales and back into the CR 100 Right-of-Way roadside ditch - the historic drainage path for the site. Below is a calculation on the bio swale sizing and how each meets the detention volume required. The bio-swales are simple depression area that allows for runoff to flow through and filter via native grasses. The bio-swales will have a flow line that flows to the low point in each swale to promote the filtration. Details and sections of these bio-swales are provided in the submitted drawings. Each bio-swale shall be inspected after each large storm event in the first year, after installation, to ensure plantings and seeds are still in place for revegetation and functionality of the onsite detention solution. 5. Utilities 5.1. Water Domestic water that services the onsite office is provided from an existing well located along the northern property line. The existing well was previously permitted to be a residential well. The well has recently been re-permitted as an industrial well due to the land use change of the property to allow for a small contractors yard, and additionally can be utilized as a source of irrigation supply for the site. Pump tests were performed and documented by LRE Water in a memorandum dated September 17, 2021. The pump test reported a long-term yield from the pump to be at least Bio Swale Associated Basin Bio Swale Surface Area Bio Swale Depth Bioswale Capacity Volume Calculated Volume Necessary (Name)(Name)Ab (ft2)db (ft)Vb (ft3)(ft3) A 1 2249 0.25 562 461 B 2 342 0.5 171 135 C 3 476 0.75 357 366 D 4 88 0.5 44 12 E 5 172 0.75 129 92 F 6 88 0.5 44 2 Storage Calculation - Bio Swale Total Volume (ft3)Vb=A*D 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 49 Crystal River Civil LLC 970.510.5312 Page 4 of 5 15 gallons per minute. It is estimated that the peak demand from the well is approximately 10 gallons per minute. Therefore, the pump and well have capacity for the anticipated use of the site. A water quality report was also performed by LRE Water on September 17, 2021. In order to meet the primary and secondary state drinking water standards, the water must be treated for total coliform that was present during the water quality sampling test. To treat this water, ultrafiltration and disinfection of the water will be required in any tanks supplying water to the office building. Disinfection includes introducing chlorine or using ultraviolet light to treat the bacteria found. The well water was also found to be “very hard” during the sampling. LRE recommends softening the well water to protect all water fixtures, boilers, and water heaters that may be used in the structures. Since the structure is utilizing the well as a domestic water source, adequate treatment facilities are proposed per the recommendations of the LRE Water report. CRC recommends a Pentair Standard UV Disinfection System 15.8 GPM (Model PUV-16-P), or approved equivalent, to be installed in the existing office to safely consume drinking water from the existing well. This disinfection system shall be installed prior to any use within the building. A owner’s manual with a specification sheet of the recommended disinfection system can be provided upon request. This disinfection system will also be able to treat the very hard water mentioned in the well water quality report performed by LRE. 5.2. Wastewater All wastewater within the property shall be collected and treated through an Onsite Wastewater Treatment System (OWTS). A treatment system has been engineered and stamped by CBO Inc. All septic field, tanks, and effluent lines can be found, in detail, within the OWTS Design Package. The septic design is designed to meet the maximum amount of employees allowed onsite as per the Traffic Engineering Study. The area for the proposed soil treatment area shall be fenced off to ensure no compaction via animals, vehicles, or construction equipment will be allowed. 5.3. Electric Electric service currently exists on the property to service the structures in the developed area. An electric panel exists at the northern property corner just west of the drive access point to the development. This area of the panel shall remain clear for access and maintenance purposes. Each structure on the property shall have an electric meter installed at the structure for simple access and maintenance. Overhead electric lines and poles exist on the property. This overhead power shall remain as part of this project. 5.4. Gas No gas service is provided to the structures within the development. 5.5. Communications All communications services currently in place shall be utilized to service the main office. Pedestals are located near the northeast property corner, close to CR 100. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 50 Crystal River Civil LLC 970.510.5312 Page 5 of 5 5.6. Telephone All telephone services currently in place shall be utilized to service the main office. Pedestals are located near the northeast property corner, close to CR 100. If there are any questions or concerns regarding this report or items discussed within, feel free to reach out to the contact information below. Vince Tomczak Principal, P.E. Crystal River Civil LLC vince@CrystalRiverCivil.com (970) 510-5312 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 51 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 52 Site Plan (4-203.D) A Site Plan which meets Garfield County Standards has been developed for this application. Please see Exhibit A Grading + Drainage Plan (4-203.E) A Grading and Drainage Plan which meets Garfield County Standards has been developed for this application. Please see Exhibit B Landscaping Plan (4-203.F) A Landscape Plan waiver has been requested for this application. Impact Analysis (4-203.G) 1. Adjacent Land Use: According to Garfield County GIS data (see attached map, pg. 46), adjacent land uses within a 1500’ radius are a combination of rural/agricultural properties and residential planned unit developments (PUDs). 2. Site Features: Notable site features within the 1500’ radius include: • The Roaring Fork River is located approximately 1085’ northeast from the nearest corner of proposed small contractor yard area. • A section of the Union Irrigation Ditch runs through the site. • The topography throughout the proposed small contractor yard area does not exceed 15%. Much of the area is between 2-4%. The adjacent hillside to the south of the proposed small contractor yard contains slopes in excess of 45%. See accompanying Site Survey (Exhibit D). • Vegetative cover in the area is comprised of irrigated agriculture (cropland and pasture) lands to the north and Pinyon-Juniper plant communities (shrub and brush rangeland) throughout the hillside to the south. 3. Soil Characteristics: Soil types within the proposed area include Yamo loam (majority of area), and Atencio-Azeltine or Gypsum land-Gypsiorthids complex (minor areas in extents of site). See attached soils map, pg. 47). The Atencio-Azeltine soils are well-draining soils and classified with Medium Runoff characteristics. The USDA farmland classification notes this soil type as Not Prime Farmland due to its sandy/gravelly composition. The soil composition is well-suited for the proposed use due to its drainage characteristics and lack of value to for agricultural production due to its composition. Garfield County, CO Developed by Date created: 1/14/2022 Last Data Uploaded: 1/14/2022 11:38:07 AM 1,717 ft Overview Legend Parcels Roads Parcel/Account Numbers Highways Limited Access Highway Major Road Local Road Minor Road Other Road Ramp Ferry Pedestrian Way Owner Name County Zoning <all other values> CG - Commercial/General CITY - Incorporated City or Town CL - Commercial/Limited I - Industrial PA - Public Airport PL - Public Lands PUD - Planned Unit Development R - Rural RL - Resource Lands RMHP - Residential/Mobile Home Park RS - Residential/Suburban RU - Residential/Urban Lakes & Rivers County Boundary Line 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 53 Adjacent Land Use Map Soil Map—Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/14/2022 Page 1 of 343625004362700436290043631004363300436350043637004362500436270043629004363100436330043635004363700312400312600312800313000313200313400313600313800314000314200314400 312400312600312800 313000 313200 313400 313600 313800 314000 314200 314400 39° 24' 12'' N107° 10' 44'' W39° 24' 12'' N107° 9' 15'' W39° 23' 27'' N 107° 10' 44'' W39° 23' 27'' N 107° 9' 15'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 13N WGS84 0450 900 1800 2700 Feet 0 100 200400 600 Meters Map Scale: 1:9,780 if printed on A landscape (11" x 8.5") sheet. SSooiill MMaapp mmaayy nnoott bbee vvaalliidd aatt tthhiiss ssccaallee.. Soil Map—Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/14/2022 Page 1 of 343625004362700436290043631004363300436350043637004362500436270043629004363100436330043635004363700312400312600312800313000313200313400313600313800314000314200314400 312400 312600 312800 313000 313200 313400 313600 313800 314000 314200 314400 39° 24' 12'' N 107° 10' 44'' W39° 24' 12'' N107° 9' 15'' W39° 23' 27'' N 107° 10' 44'' W39° 23' 27'' N 107° 9' 15'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 13N WGS84 0 450 900 1800 2700 Feet 0 100 200 400 600Meters Map Scale: 1:9,780 if printed on A landscape (11" x 8.5") sheet. SSooiill MMaapp mmaayy nnoott bbee vvaalliidd aatt tthhiiss ssccaallee.. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 54 Soils Map approximate area of proposed small contractors yard USDA :::;;, Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 13 Atencio-Azeltine complex, 3 to 6 percent slopes 114.5 26.5% 35 Empedrado loam, 6 to 12 percent slopes 44.7 10.4% 42 Fluvaquents, 0 to 10 percent slopes 40.4 9.4% 44 Forelle-Brownsto complex, 12 to 25 percent slopes 9.7 2.2% 54 Grotte gravelly loam, 25 to 65 percent slopes 97.0 22.5% 55 Gypsum land-Gypsiorthids complex, 12 to 65 percent slopes 57.0 13.2% 92 Redrob loam, 1 to 6 percent slopes 14.1 3.3% 106 Tridell-Brownsto stony sandy loams, 12 to 50 percent slopes, extremely stony 16.5 3.8% 116 Yamo loam, 12 to 25 percent slopes 31.4 7.3% 120 Water 6.4 1.5% Totals for Area of Interest 431.7 100.0% Soil Map—Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/14/2022 Page 3 of 3 MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties Survey Area Data: Version 12, Sep 2, 2021 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jul 14, 2010—Nov 1, 2017 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Soil Map—Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/14/2022 Page 2 of 3 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 55 151 □ 0 tZ) D ,e, □ 6 .. ~ '1sl .,...., • t+t ◊ -;x; - 0 -A. ... • ~ 0 0 V + .. 0 J, p Garfield County Comprehensive Plan - Future Land Use Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USDA, Garfield County GIS Slope-Related Hazard MAJOR MODERATE Geologic Hazards Study Area Streams and Ditches unspecified type DITCH INTERMITTENT PERENNIAL Rivers and Lakes Parcels Other Roads And Trails BLM Administrative Driveway Inaccessible County Road Other Roads Private Road, Trail Trail, 4WD ATV Trail, All Vehicles Trail, Bicycle Trail, Horse Foot Roads 1:9,028 Divided Highway US Highway CO Highway Frontage Road County Road Local Street City Street Garfield County 1/14/2022, 12:29:23 PM 0 0.04 0.080.02 mi 0 0.07 0.130.03 km 1:2,257 printed from web app Copyright Garfield County 2020 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 56 4. Geology and Hazard Steep, densely vegetated slopes identified as major slope hazards are located to the south, outside of the proposed area. The hillside does not pose any hazardous impacts as no development activities or access by future tenants will be allowed. See Sections 7-108, 7-206, 7-207 later in this package for additional information. Slope Related Hazards Map 5. Groundwater and Aquifer Recharge Areas The proposed site is outside of the Roaring Fork Floodplain. Soils are characterized as well draining, with bio-swales included in the site plan to accommodate and sedimentation resulting from extreme precipitation and/or runoff events. 6. Environmental Impacts The proposed site is completely located within previously disturbed areas and will not negatively impact native or existing vegetation. Due to the historic use of the site for commercial activities, such as those proposed, no negative impacts to wildlife migration routes, use pattern or otherwise is anticipated. The proposed site does not include any known critical wildlife habitats. approximate area of proposed small contractors yard --C:J D D 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 57 7. Nuisance The site is intended to be rented to a local small business that requires a mid- valley location for its daily operations. Daily trips and onsite employees will be limited by the contraints of the Semi-primitive roadway (21-100 ADT). No onsite materials handling or processing activities will be allowed by future tenants. All onsite noise generation from daily operations and vehicular movement will be buffered by the layered vegetation and earthern berming along CR 100, both in the RFTA ROW and onsite. Noise shall not exceed State noise standards pursuant to C.R.S, Article 12, Title 25. No visual impacts, smoke, vapor, dust, glare or ground vibrations that may impact neighboring parcels will occur. 8. Hours of Operation Hours of operation for future tenants will occur between 7am-7pm, Monday through Saturday. Rezoning Justification Report (4-203.H) This section is not applicable to this application Statement of Appeal (4-203.I) This section is not applicable to this application Development Agreement (4-203.J) A Development Agreement waiver has been requested for this application Improvements Agreement (4-203.K) An Improvements Agreement waiver has been requested for this application 2438 Jack Creek Road Grand Junction, CO 81505 720-224-1095 www.radianengineer.com Transportation Analysis November 5, 2021 Revised March 4, 2022 Nordic Gardens Land Fund, LLC 2340 CR 100 Carbondale, Garfield County, Colorado 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 58 Traffic Study, basic (4-203.L) LC .'101 in.~ \/ou11hi11..,·. 2 Introduction This technical memorandum outlines the traffic analysis for the Nordic Gardens Land Fund, LLC (referred to as “Nordic”) property at 2340 CR 100 in Carbondale, Garfield County, Colorado. The report’s goal is to satisfy the requirement of the Garfield County Land Use Code section 4-203.L. The property is seeking approval for a small contractor’s yard and will be rented out to a future business, as such. This traffic analysis includes traffic counts for the existing road (CR 100) and maximum trip generation calculations for traffic movements in and out of the property, recommended daily trips and vehicular access recommendations. Existing Conditions The development is located on the south side of County Road 100 (CR100), just east of Carbondale, Colorado, in unincorporated Garfield County, Colorado. Nearby roads include State Highway 82, just north of the site and State Highway 133 which runs through Carbondale, west of the site. There are no other nearby county roads or state highways. See Figure 1. CR 100 has a speed limit of 35 miles per hour. Approximately a half mile from the site, to the east, CR 100 makes a sharp corner and bridges over the Roaring Fork River. The road remains the same but the shoulders narrow due to the narrow width of the bridge. The road and the bridge are about 24 feet, as measured from the white edge of road lines. See Reference Figure 1. A combination of small, local roads, residential driveways and commercial access drives provide access for properties along CR100. These access drives/roads are spaced at varying intervals, from 150’ to ½ mile apart. Within the nearest ½ mile interval from the project site, there are 5 private access drives, 3 shared accesses (including the subject property), and 1 public recreation access/parking area. The neighborhood access drive directly across from the project site services three properties. See Figure 2 for Reference numbers that correspond to addresses below: 1. 1837 CR 100 (Private Access Drive) 2. 90, 130, 170 Coffman Overlook (Shared Access for three parcels) 3. 2321, 2331, 2341 CR 100 (Shared Access for three single family homes) 4. Subject Property Shared Access 5. 2575 CR 100 (Private Access Drive) 6. 2621 CR 100 (Private Access Drive) 7. 2701 CR 100 (Private Access Drive) 8. 2727 CR 100 (Private Access Drive) 9. Public Recreation Access/Parking Area The existing shared access to the project site at 2340 CR 100 services 2 properties and is classified as a Semi-primitive Road according to Table 7-107: Roadway Standards (Garfield County, Colorado LUDC, 2013). The access has excellent visibility in all directions, for turning movements both in and out of the project site. The roadway crosses through the Rio Grande ROW and trail before entering the site. The trail is well-used pedestrian and bicycle trail, governed by the Roaring Fork Transportation Authority (RFTA). Five (5) white pedestrian crossing stripes and a trail crossing sign are provided for south bound # 1 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 59 D D 3 Figure 1: Overall Location Map and Local State Highways (From Garfield County GIS) SH 82 Site Cr100 1 N 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 60 0 0.5 mi 4 Figure 2: Site Location Map and Nearest Accesses (From Garfield County GIS) Reference Numbers Refer to Bullet Points in Text Above Site 1 2 3 4 5 6 7 8 9 N 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 61 0 0.1 0.2mi 5 Figure 3: Site Location Map traffic into the site. A stop sign is provided for north bound traffic on the south side of the trail. No stop sign is provided at the intersection of CR 100 for traffic turning onto the County Road. Figure 3 is a recent aerial that shows existing the shared access road and internal drive aisles. Existing Land Use Existing Traffic Count Traffic was counted on two weekday evenings (about rush hour time), and two weekday mornings (about rush hour time). The days selected were all days with no holiday and the weather during all traffic counts was dry and warm, except for one afternoon that was overcast with light rain. Arrival and departure times of the traffic counting technician and activity times are listed below. The technician stayed on all days until the peak was over. Date Technician Arrival Time Technician Departure Notes 8/3/21 4:00 PM 7:00 PM PM Peak, rush hour 8/4/21 6:00 AM 9:00 AM AM Peak, rush hour 8/4/21 4:00 PM 7:00 PM PM Peak, rush hour 8/5/21 6:00 AM 9:00 AM AM Peak, rush hour N Property Line 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 62 6 Traffic was counted in 10 minute increments in both east bound and west bound on CR 100. Eastbound is shown in ORANGE and westbound is shown in GREEN. Turn movements were counted both in and out of the existing subject property (PURPLE) and in and out of the shared access across the road (BLUE). These turn movements are all labeled alphabetically as shown on the diagram below. Appendix A shows the traffic counts for each of the four traffic periods. From this data, it can be concluded that: 1. AM Peak can be seen between approximately 7:40 am and 8:40 am. 2. PM Peak can be seen between approximately 4:10 pm and 5:40 pm. 3. Peak traffic seems to be flowing to/from the Aspen, Colorado area. 4. The total number of turn movements into/out of the subject property (turning movements A, B, F and G) witnessed over four 3-hour periods was 42. This was 0.9% of the total through traffic on CR 100. (43/4627 = 0.9%) It can be noted that traffic movement in/out of the site was to/from the adjacent parcel, from “lost” people who were looking for the previous business not at this location any longer and from the vehicles moving the previous business out of the site. Even considering that some of the traffic movement is not representative of the actual traffic movement (i.e. the vehicles who were lost or the vehicles moving the previous business), the number of turn movements is significantly less than the 20% threshold as outlined in the Garfield County Land Use and Development Code 4-203.L.1.b. Therefore this study qualifies as a “basic” traffic study and a detailed traffic analysis is not necessary. North 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 63 3-house driveway D H Existing Driveway - Subject Property County Road 100 B F ~ 1 2 ' t North 7 Since the number of turning movements comes from temporary data (“lost” people and vehicles moving equipment), as well as permanent data (adjacent property traffic), the overall data of this traffic count is inconclusive. Nearby Traffic Issues Rio Grande Trail Crossing The shared access crosses the Rio Grande Trail about 50 feet from CR 100. The permit for this crossing is shown in Appendix B and shows the Denver and Rio Grande Western Railroad Company’s permitting documents. The RTA access license is contract number 30959. The proximity of this crossing to CR 100 could potentially cause problems with traffic and pedestrians. However, this crossing is similar to many other driveways or accesses on the south side of CR 100. There have been no notable issues with the Rio Grande Trail crossing these accesses. The trail is well marked, identifying the shared access and trail crossing. Access permits Currently, there is an access permit for the site’s access. The permit is number 68, is filed under reception number 6258627 and was given in 2004, and is shown in Appendix B. The access provides admittance for the subject property, as well as the property to the west. The property to the west gains access through the subject property. The current access is about 14 feet wide. The maximum width for the shared access, that is allowed by the RFTA, is 20 feet. The property owner is currently working with RFTA to update the crossing agreement and shared access width to 20 feet. There is only one entrance/exit point for the subject property. The shared access has good visibility along CR 100 and drivers can see at least 500 feet in both directions. This exceeds the industry standard site distance of 390 feet for a 35 mph road. The shared access accommodates up to a Class 8 vehicle for weight and turning requirements. See Appendix C for Vehicle Classifications. Future Land Uses Figure 4 shows the proposed road and general site layout. A 20’ access will be constructed. The access will consist of a 16’ paved access with two 2’ paved shoulders on either side. The shared access will function as a wide semi-primitive roadway, as defined by Table 7-107 in the Garfield County LUDC. The design capacity of this shared access will support 21-100 average daily trips (ADT) for both properties. This assumption is based on the service to the subject property as well as the property to the west. Therefore, this level of service will be the standard applied to this property, as it is being rented out. No operations will be allowed on the subject property if the operation will exceed the average traffic limits for a semi-primitive roadway. This property will not be used for retail businesses. There will be delivery trucks and other commercial trucks that enter and exit the property. Commercial vehicles, including Class 8 vehicles are the maximum vehicle class that will be able to enter/exit the site, while navigating the internal areas. See Figure 5. No vehicles larger than Class 8 will be allowed on the site. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 64 8 Garfield County allows up to 100 ADT for both properties for the design capacity for the shared access. The adjacent property is considered agricultural and has a single family home located onsite. Given the extra vehicles involved in the traffic count, and inconsistencies in the traffic count, the traffic count has been removed from this calculation. In ITE’s Trip Generation, Industrial and Agricultural are lumped together. The best estimate for the agricultural property is “Single Family Residence (210)”, which shows the average ADT to be 9.57 ADT. This is well below the 50 ADT allowed for the property. Giving a factor of safety of 2.0 for the single family residence, we get 20 ADT for the single family agricultural residence. The subject property, therefore, has up to 80 ADT that can be used for the site. The subject property is assumed to house a business such as a landscaping or rock storage yard. The closest land use found for storage of materials is “General Light Industrial (110)”, which has an average rate of 3.02 ADT per employee on the weekdays. Taking the allowed maximum of 80 ADT for the subject property, there would be 26 employees onsite. Figure 4: Proposed Site Circulation Map N 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 65 9 Future Site The addition and construction of a wider shared access will include a well-marked crosswalk at the Rio Grande Trail crossing. The current stop sign and “trail crossing” sign on either side of the cross walk will remain. It is recommended to add a stop sign on the shared access at the intersection of CR 100. Figure 5: Proposed Site Circulation Map Showing Turning Movements of a Class 8 Vehicle Construction Phasing Staging and storage areas will be onsite during construction and will not impact CR 100. There will be no temporary access points. Construction trucks will be temporary during construction only. It is anticipated that only CR 100 will be affected by construction activities, and this only applies to the times that trucks are turning in to the site. No lane closures or traffic interruption is anticipated on CR 100. Conclusion From the witnessed traffic flow information, it can be assumed that additional Peak Hour traffic on CR 100 is negligibly affected by a single-business, as will be permitted, due to the minimal amount of traffic N 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 66 ~- ..,_____ -' ','--' ---, --<:--, '\\\ -----------=- ' ____ .,,, .. ----"'' ,,,--- ., .. / ,,,,,,-----------------· , .. ,, .. -.J o.-,- -::.::i.-J' 10 in/out of the site during the peak hour periods and throughout the day. As witnessed and as calculated, the traffic on CR 100 would not be significantly affected by any turn movements in/out of the site. Recommended construction items include:  Widening the shared access to 20 feet (16 feet of asphalt with two 2’ shoulders)  Restriping the pedestrian crossing  Ensuring both signs remain in place for the pedestrian crossing (or get replaced if they are removed during construction) and  The addition of a stop sign at CR 100. Appendix C shows photos around the site, for reference purposes. Professional Certification. I hereby certify that this Traffic Report was prepared or approved by me, the traffic count was performed under my supervision, and that I am a duly licensed professional engineer under the laws of the State of Colorado. _________________ Brynn M Boyd, P.E. License No. 44855 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 67 APPENDIX A – PEAK PERIOD TRAFFIC COUNT 2340 CR 100 Traffic Count SummaryKey:WB = West BoundEB = East Bound Prop = Subject Property Other = 3-House Driveway Across the Road1WBAEB To PropCWB To OtherEEB to OtherGWB to Prop2EBBProp To EBDOther To WBFProp to WBHOther to EBNote: Trucks counted included dump trucks, semis, concrete trucks, and any large vehicles. No vehicles were counted in multiple columns in this analysis. Morning 1 - 6:00 AM to 9:00 AMDate:8/4/2021Weather:Clear and SunnyTime Period:121 Truck2 TruckABCDEFGH6:00 AM13410000000006:10 AM11710000000006:20 AM42813000000006:30 AM52303000000006:40 AM123315001000216:50 AM112911100100107:00 AM52602000000007:10 AM134110000000007:20 AM102811030100007:30 AM123903000000007:40 AM133601020000307:50 AM193901000000008:00 AM274101001010008:10 AM214310000100008:20 AM294110000010008:30 AM234100000000108:40 AM353711000000028:50 AM35290010010000Totals:288 575102225242073Morning 2 - 6:00 AM to 9:00 AMDate:8/5/2021Weather:Clear and SunnyTime Period:121 Truck2 TruckABCDEFGH6:00 AM31503000000006:10 AM102400000000016:20 AM43101000000006:30 AM43205000000106:40 AM73203011000016:50 AM132801020100107:00 AM143602000000007:10 AM133301000000007:20 AM213500000000007:30 AM114501000000107:40 AM203911000001007:50 AM144311000000008:00 AM214500000000018:10 AM225111000000008:20 AM224300000000108:30 AM184000000000108:40 AM283400000000008:50 AM40300012100010Totals:285 636320152101632340 County Road 100 - Nordic Gardens Land Fund, LLC: 68 >-- -- -- Afternoon 1 - 4:00 PM to 7:00 PMDate:8/3/2021Weather:Overcast, light rainTime Period:121 Truck2 TruckABCDEFGH4:00 PM352820000000004:10 PM544531100000004:20 PM433120001100104:30 PM493340000101004:40 PM573000000000004:50 PM523610000000015:00 PM604320000010005:10 PM493801000100005:20 PM492600000010005:30 PM703611000000005:40 PM533011000010005:50 PM422201002100016:00 PM421510000000106:10 PM392900000000006:20 PM462300100000006:30 PM392600030110106:40 PM402200000000006:50 PM25130000000000Totals:844 52617523354132Afternoon 2 - 4:00 PM to 7:00 PMDate:8/4/2021Weather:Clear and SunnyTime Period:121 Truck2 TruckABCDEFGH4:00 PM412611010000004:10 PM552340000100004:20 PM494310000000004:30 PM414110000000014:40 PM463910001000004:50 PM653610010000005:00 PM463200000000005:10 PM613610000100015:20 PM773440000000105:30 PM664000000000015:40 PM614400000000005:50 PM552710000000006:00 PM492501000000006:10 PM572810000110116:20 PM422400020000006:30 PM342810000000006:40 PM312200000000006:50 PM24250000001000Totals:900 573172041320242340 County Road 100 - Nordic Gardens Land Fund, LLC: 69 -- APPENDIX B – ACCESS PERMIT AND DRGWR PRIVATE WAY LICENSE 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 70 Garli.eld Coun Applicadop (or Driveway Pennit ,.,,,,,.,,,,.. ».: f/JJ/JOIU Ten """°" 'W,:lO/lJ/1004 l»drlttt 1 P,as;M N-6•:U ea-,,._,, N--, 10, s •• ,a,,,,s..,.· .-•as M ,-Ila C.J)f t •• 1..,.,.,: WJ.,B, ..... haeby req-11 pcnn.aioo and authority from the Doud of Cowdy Commissioners to construCt a drivCMy appl()8Ch (ee) 1111tberiglll,of-way cltofe@my Riwt-J91,AtAddlwof2340Cll 11111, -4..,...toAppllamt's plq,My loealedontbe &1:111 llido ofnllld for thepnpmeof obtalning llCCel8 topn,paty. AppU-t allbmlls h«ewith for the coosicleration and approval of the Board of County Commissioners, a skdch of the propollOd installation lhowina an the neecssary specification ddail including: I. Frontage of lot along road. :2. Dlllanoe &oaa oent«liae of road to p,q,My linA. 3. Number of driveways recptaud 4. Widda of ploposc,d dri-ya and angle of llJIPIOMh. 5, Diatanco from driveway to road inttnellUOII, if any. 6. Size and 8hape of-Mflal'8Ull8 drlvewaya If more dlan one approlCb. 7. Setbacl<disWlce ofbuildins(s) and other 9lnlCIUfe lmprovemeotJ. B. No unloading of oqoipmclll oo CGUDty road, any 4,mtp ~•UMd to eoumy l'Old will be ff4l8ired It !lllhdivision ....... 9. Rapaad,kl for two ymn 6'0ln the dale of oompletion. Qmnl hxiefene 1) The appllcam :eptNllllll1 all partie& in lnto..r, lllld affinlia tbd Ibo driveway appiOildl (•) is to be~ by him fortbe bona fide J11111J010 of 9mlrioa _, Co bl,, p1apatyand not for the pu1po11eof doill8"--or servicing vdllelea on the l'Old rlflld of way. 2) The applicant shall furnish all labor and mawiall, pafmn an wen, and pay all costa in connection with the llCNl!llruction of the driveway(s). All WOik at.11 be C0111pletiecl within thirty (30) daya of the pmmit date. l) Thecypaof aan1• n df• thall beaa ct.ipaaedlllldll»' -w,""4 by die Baird of County C-IPiaapw « their repnsmatiw 1111d all mataials used aball be flf NtidlM:tllly cpllly 11111 subject ID inspecdoll and appioYlll of the Board of Coualy Comml11lonas or 1hlir np. :•dYe. 4) The trawling public ahlll be protected durlDa the installation with proper warnillg signs and signals and Ibo Board of Cowdy Commissioncn lllld their duly appointed ..-,its and omployee shall be held harmlCBS aaaimt any action far penonal injwy or property damage IUllalned by any reuon of tho exercise of the P«mit. S) The Applicant sball -■-raponsibility for die _val or clearam:c of mow, ice, or a1a:t upon 111J ponloa of the driv-y appmecb (os) evai though Mf't•ilM on tho driveway(s) in thccoune of die County-nmoval opintillw. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 71 6) ln the event it becomes necessary to remove any right-of-way fence, the posts m either side of the enb'anco shaU bo IUfO]y bnced before tho fence is cut to Pffl'• any slacldna ofdle remaining fence and all posts IIDd wire ranovod shall bo tumod over to the District Road Supervisor ofthG Board of County Commissioners. 7) Nolmaioas..-addilioeaaball 1-lllldatolhDdd-,(•) ..-ltt...,._m lbeript,<,f-ftywidluwriltm pcnsmk,n oflbe lkad of Colmty C-iloiCDm. 8) Provisions and speeitkations outlined herein shall apply on all NlAda Wld« tho jurisdiction of the Board of Cowrty Commisaiomn of Garfield County, Colorado, and the SpecifiealioM, set forth on the attached hereof and incorporatod herein as oonditions hereof. SPM111 CwtWe,s 1, Driv'""'Y Wldth-50ft 2, 15"ll50ft Calvert reqtlired. 3. seastOftu" 11pllalt or eoac:rete pad req.ared. 4. Werk7.o•..-nqllind. In signing this application and upon receiving authorizallon and pa-mission to install the driveway •PIJl'O'dl (es) clcscn"bod herein the Applicant signifies that he has read, understands and accepts the foregoing provisions 1111d conditions and agrees toQ: the drivoway(s) in aa:ordanco with the w:ompanying sp«ification plan reviewed and approved hytbeBcmd ofCounly~. Sipedl ~a.,,4'Vn'A Add,_, 18~7 I 0,, 1124 P«tnit granted 9/23/JQQf, subject to the provlllo-. •~• aad eoadltio• 1dpul•Ced .. rein. For Boord of County ~ssioncrs' ofGarfiald County, Colorado: lUtu~ R.q,raentativo of OIifieid County Road and Bridge Signarure 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 72 / THE DENVER AND t<IO GRANDE WESTERN RAILROAD COMPANY SOUTHERN PACIFIC TRANSPORTATION COMPANY P.O. Box 5482 Denver, Col orado 80217 REAL ESTATE DEPARTMENT April 21, 1993 File: Contract No. 30959 , Rex and Joann Coffman Af'r,L q .$ 1837 County Road 100 Carbondale, Colorado 81623 Dear Mr. Mrs. Coffman: Enclosed, for your records, is a fully executed copy of Private Way License covering a private road crossing at Mile Post 375 + 2956 feet near Carbondale, Colorado, designated in Rio Grande files as Contract No . 30959. Please refer to this mile post location and file reference in any future correspondence. Enclosure 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 73 Contract No. JO 95 9 PRIVATE WAY LICENSE THIS AGREEMENT, Made and entered into this 14thday of October A.D. 19 -92 , by and between THE DENVER AND RIO GRANDE WESTERN RAILROAD COMPANY, a corporationof the State of Delaware, hereinafter called the "Licensor" party of the first part, and REX A. COFFMAN and JOANN G. COFFMAN, whose address is 1837 County Road 100 , Carbondale, CO 81623, hereinafter called the "Licensee" party of the second part: WITNESSETH, That the Licensor, for and in consideration of the covenants and agreements of the Licensee herein contained and upon the terms and conditions hereinafter set forth, hereby licenses and permits the construction, maintenance and use of the Private Way or private ways hereinafter described (hereinafter called "Private Way") across the right of way and track or tracks of the Licensor as herein specified, to wit: A 16 feet wide private road crossing at grade extending southerly at right angles across the 100 feet ~ide right of way and main track of the Licensor's Aspen Branch at Mile Post 375+2956' near Carbondale, Garfield County, Colorado, within the SESE of Section 36, T7S, R88W, 6th P.M. This License -is expressly conditioned upon the performance by the Licensee of all and singular the covenants and agreements hereinafter set forth to be by said Licensee kept and performed, each of said covenants and agreements being hereby made a condition; and it is also hereby stipulated that a waiver by the Licensor of any breach of any condition shall in no way impair the right of the Licensor to avail itself of any subsequent breach of the same or any other condition. PRIVATE WAY as and wherever said term is employed herein, shall mean a way for travel for pedestrians, vehicles, implements and live stock. Licensee agrees said Private Way shall be used for the following purpose and for no other, to-wit: Ingress and egress to psoiesnos private business . And said term shall include such grading, approaches, planking, ditches, drains, tiling, drain boxes, culverts, cattle guards, wing fences and fences, gates with proper hinges and latches, raising of telegraph, telephone and signal wires for proper clearance, and such signals, bells, sign post and signs and other safety devices as shall in the particular instance be required by the Licensor, or which may now or hereafter be prescribed and required by any law, State or Federal, or by any order of any officer or regulatory board, State or Federal, having jurisdiction over such matters . The foregoing License is subject to all outstanding superior rights (including those in favor of telegraph and telephone companies, lessees of said right-of-way and others) and the right of the Licensor to renew and extend the same. 1. If the Licensor shall elect to construct said Private Way or a portion thereof, and shall so notify the Licensee, the Licensee agrees to pay to the Licensor, in advance, such sum of money estimated to be $-0-, as shall be necessary to construct such portion or all of said Private Way, including the cost of all necessary material and the transportation thereof and the cost of all labor and superintendence. If the Licensor shall elect not to construct said Private Way, the Licensee shall furnish material for, and construct said Private Way at the sole cost and expense of the Licensee, in such manner and according to such plans as the 1 RAC JGC 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 74 RAC Licensor may deem best for the safety and proper protection of the track, roadbed and premises of the Licensor. If the amount to be advanced by the Licensee as hereinbefore provided should be in excess of the amount required, the excess shal l be returned to the Licensee, if such amount should n ot be sufficient to cover the expense of work done by the Licensor, the Licensee shall pay such additional amount to the Licensor on demand. 2. The Licensee shall, at the sole cost and expense of the Licensee , maintain, repair, and reconstruct, whenever necessary and when required so to do by the Licensor, said Private Way and all its appurtenances in accordance with plans and in a manner satisfactory to the Licensor; and at all times keep said Private Way in a good state of repair; the Licensor, however, shall have the right, if it so elects, at any time, though it shall be under no obligation whatever to do so , to make necessary or proper repairs or to reconstruct said P rivate Way, notwithstanding the obligation o f the Licensee to maintain, repair and reconstruct; and in the event the Licensor at any time elects to repair or reconstruct said Private Way, the Licensee shall, upon presentation o f est imates, advance such sum of money as the Licensor may deem necessary f or such repair or reconstruction, or upon bill being rendered for work already done, the Licensee s hall -reimburse the Licensor for the cost of such repair or construction. The optional right of the Licensor to make r epairs or to reconstruct said Private Way shall in no manner or degree relieve the Licensee from responsibility to the Licensor or to othir persons or corporations for the failure of the Licensee to properly maintain or reconstruct said Private Way, or any structure which the Licensee agrees, as aforesaid to maintain or reconstruct. 3. of $ 250. OOH,* The Licensee agrees to pay to the Licensor, in advance, the sum , as consideration for license and permit herein granted. JGC 4. If at any time after the installation of said Private Way, any law , State or Federal, or any officer or regulatory board or commission, State or Federal, having jurisdiction, shall require any alterations, changes or improvements of said Private Way and of its appurtenances, as herein defined, or any additional safeguards, protection, signals or wa rnings , the same shall be constructed, maintained and operated at the sole expense of the Licensee, as herein provided with respect to maintenance, r epair, reconstruction, etc., in paragraph 2 hereof. 5 . The Licensee shall not enter upon the premises for the purpose of constructing said Private Way nor for the purpose of repairing or renewing the same, without special written license or permit first had and obtained f rom the Licensor, or the Licensor's duly authorized agent, except in cases of emergency when work is necessary to avert loss or damage to property. All work of construction, maintenance, operation or reconstruction shall be done by the Li censee in such manner as to cause no interference with the constant, continuous and uninterrupted use of the tracks and property of the Licensor as to operation, maintenance, renewals or possible new construction by the Licensor. 6. This License shall not be deemed to give the Licensee exclusive possession of any part of the premises described, but the Licensor shall have unimpaired right to retain its track or tracks as now owned and operated at the place of construction of such Private Way, and nothing shall be done or suffered to be done by the Licensee at any time that shall in any manner impair the usefulness or safety of said track or tracks of the Licensor or of any tr ack or improvement to be hereafter constructed. The Licensor shall h ave the right at any and all times hereafter to construct, maintain and operate such additional tracks, structures and 2 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 75 improvements where said Private Way is to be constructed and across the same, as it may from time to time elect; and in case of any change at any time in the arrangement, construction or plan of the Licensor• s tracks, or in case of the construction of any buildings or improvements by the Licensor, said Private Way shall be altered or entirely removed by the Licensee at the sole cost and expense of the Licensee, in such manner as may be necessary to conform to the tracks, building or improvements of the Licensor as so changed, altered or improved, and if the Licensee shall fail to do any of the things in this paragraph enumerated, the Licensor may do or cause the same to be done at the cost of the Licensee. 7. The Licensee shall at all times protect, indemnify and save harmless the Licensor from any and all claims including claims of negligence against Licensor, demands, judgments, cost, expenses, and all damage of every kind and nature made, rendered or incurred by or in behalf of any person or corporation whatsoever, in any manner due to or arising out of any injury to or death of any person, or damage to property of any person or persons whomsoever, including the parties hereto and their officers, families, servants and employees, in any manner arising from or growing out of the construction, maintenance, operation, repair, extension, renewal, existence, use or removal of said Private Way, or the failure to .properly construct, operate, maintain, renew or remove the same, and from all costs and expenses, including attorneys• fees connected in anywise with the matters and things contained in this Agreement. Neither the right of supervision by the Licensor of the location, installation, operation and the maintenance of said Private Way, nor the exercise or failure to exercise said right, nor the approval or failure to disapprove, by the Licensor of the location, installation, operation and maintenance of said Private Way, nor the election of the Licensor to construct or reconstruct the whole or any part or to repair said Private Way, shall be deemed a waiver of the obligations of the Licensee contained in this paragraph or a release therefrom, or from any other obligation of this agreement resting upon said Licensee that is hereinbefore or hereinafter expressed or implied . 8. If the Licensee shall fail to locate, construct, operate, repair, extend, renew or remove said Private Way in accordance with the terms of this License and to the entire satisfaction·of the Licensor, or shall fail to pay to the Licensor any sum of money for the construction, repair, extension, renewal or removal of said Private Way, or shall fail to adjust the said Private Way to any changes made by the Licensor, or shall in any respect fail to keep and perform any of the conditions, stipulations, covenants and provisions of this License to be kept and performed by the said Licensee, this Agreement shall at the option of the Licensor be void and of no effect; and this License shall cease and the Licensor shall have the right to remove said Private Way and restore the-right of way and premises of the Licensor at any time thereafter at the sole expense of the Licensee. Any forfeiture hereunder may be claimed by the Licensor without notice to the Licensee. Any notice herein provided for shall be sufficiently given and delivered if mailed in an envelope properly stamped and addressed to the Li censee at the last known post office address, or if no address is known, at the post office nearest to the place where the said Private Way is located. 9. Non-use of such Private Way for the purpose 'for which it was originally constructed, continuing at any time for the period of one year, shall constitute an abandonment of this License. Unless so abandoned or terminated, as hereinabove or hereinafter provided, this License and Agreement shall remain in full force and effect until terminated by written notice given by either party to the other party not less than sixty days in advance of the date of such termination; but it is understood that if at any time the maintenance and operation of said Private Way shall be inconsistent with the use by the Licensor, of the right of way for railroad purposes, this License shall immediately cease ipso facto. 3 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 76 10. Within thirty days after the termination of this License howsoever, the Licensee at Licensee's sole expense, shall, if the Licensor so desires the Licensee to do, remove the said Private Way (including all approaches, planking, gates, and all other structures com,tructed in connection with said Private Way) and restore the premises of the Licensor, including all right-of-way fences, to a condition which will be satisfactory · to the Licensor , and if the Licensee fails so to do, the Licensor may do such work of removal and restoration at the expense of the Licensee. In th~ event of the removal of the Private Way as in this section provided, the Licensor shall not be liable to the Licensee for the damage sustained by Licensee for or on account of such removal, and such removal shall not prejudice or impair any right of acticn for damages or otherwise which the Licensor may have against the Licensee. 11. (This paragraph left blank int en tionall y.) 12. The covenants , stipulations and conditions of this Agreement shall extend to and be binding upon, the Licensor , its successors and assigns, and shall extend to and be binding upon the Licens~e and the heirs, administrators, executors, successors and assigns of the Licensee (as the context may admit), and the term "Licensee" used herein shall be held to inc lude such persons, copartnerships or corporations as are mentioned herein as of the second part. The Licensee · shall not assign this License or any interest therein direc t ly o r indirectly, nor encumber the same without the written consent of the Licensor first had and obtained. IN WITNESS WHEREOF, the parties hereto have caused t hese presents to be duly executed the day and year first hereinabove written. THE DENVER AND RIO GRANDE WESTERN RAILROAD COMPANY ATTEST: ATTEST : 4 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 77 Contract No.MP 375.58 Replace License 375.58 Coffman-Dated 5-1-2002 Private Road Crossing License THIS LICENSE AGREEMENT is made and entered into, effective ';) by and between the ROARING FORK TRANSPORTATION AUTHORITY (RFTA , hereinafter called the "Licensor" or "RFTA" and Nordic Garden Land Fund, LLC, 2340 CR 100, Carbondale, CO 81623 hereinafter called the "Licensee." WITNESSETH, that RFTA, for and in consideration of the covenants and agreements of the Licensee contained herein and upon the terms and conditions stated, hereby licenses and permits the construction, maintenance and use of a non-exclusive Access License ("Access Road") within RFTA's Railroad C01Tidor ("Corridor"), the Corridor being 100 feet wide, that is to say 50 feet on each side of the center line of the railroad tracks, adjacent to the Licensee's property. The Access Road is more particularly described as a driveway or entrance to permit ingress and egress to and from the Licensee's property located at 2340 County Road 100, Carbondale, Colorado, extending west across the corridor at milepost 375.58. THIS LICENSE is expressly conditioned upon the performance by the Licensee of all the covenants and agreements hereinafter set forth, and it is also hereby stipulated that a waiver by RFTA of any breach of any such covenant or agreement shall in no way impair the right ofRFTA to avail itself of any subsequent breach of the same or any other covenant or agreement. The Access Road may be used as a non-exclusive way for travel for pedestrians, livestock, non-motorized and motorized vehicles. Use of the Access Road shall be as required by RFTA, or which may at any time be required by any Local, State or Federal law, or by any order of any Local, State or Federal officer or regulatory board having jurisdiction over such matters. I. Re-vegetation and Weed Control. The Licensee agrees to present to RFTA a re- vegetation and weed control plan for the reclamation of any soil disturbed within the rail corridor resulting from the installation, maintenance, inspection, future repairs or future upgrade of the access road. The re-vegetation plan should be consistent with the RFTA weed control plan and address the replacement of any grasses, trees, or shrubs, disturbed or destroyed as a result of the installation or maintenance process. The re-vegetation plan will need to maintained and monitored over a three year period after the re-vegetation plan has been implemented. 2. Maintenance and Repair. The Licensee shall, at the sole cost and expense of the Licensee, construct, maintain, repair, reconstruct, relocate or remove the Access road and all its appurtenances whenever necessary and when required to do so by RFTA, in accordance with plans prepared by Licensee and in a manner satisfactory to RFT A. RFTA, however, shall have the right, if it so elects, at any time, though it shall be under no obligation whatever to do so, to construct, License Page I of8 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 78 maintain, repair, reconstruct, relocate or remove the Access road and all or any of its appurtenances, notwithstanding the obligation of the Licensee to constrnct, maintain, repair, reconstrnct, relocate or remove the Access road. The optional right of RFT A to maintain, repair, reconstrnct, relocate or remove the Access road shall in no manner or degree relieve the Licensee's responsibility to RFTA or to other persons or corporations for the failure of the Licensee to properly maintain, repair, reconstruct, relocate or remove the Access road, or any other structure which RFTA agrees to maintain, repair, reconstrnct, relocate or remove. 3. Limitations on Rights Granted. This License is without covenant of title or quiet enjoyment and is subject and subordinate to a reservation of the prior and continuing right of RFTA to all other uses of the C01Tidor, including the right to construct, use, maintain, repair, relocate and renew in RFTA's sole discretion any and all improvements, including without limitation tracks, overhead lines, pipelines, busways, Trails and other facilities upon, along, over, under or across any or all parts of the Corridor, all of which may be done at any time by RFTA without prior notice and without liability to Licensee or to any other party for compensation or damages. This License is subject and subordinate to all existing leases, licenses, easements, pennits, claims of title or other interests and as may in the future be modified, renewed or extended by RFTA, including but not limited to any fiber optic cable. 4. License Fee. The Licensee agrees to pay to RFTA, in advance, the sum of$100.00 per year for the License herein granted and a one-time $250.00 processing fee, due and payable to RFTA upon execution oflicense. 5. No Interference with RFTA's Uses. The Licensee at the Licensee's expense, shall keep any track, busway, Walkway or other improvement constructed at the Access road clean and free from dirt, rocks and other material, and shall not damage or permit the damaging of any track, busway, trail or other improvement on the Corridor, or pennit any condition which RFT A detennines in its discretion may interfere with the safe operation oflocomotives, railcars, trains or other vehicles or the use of any trail over the Corridor. Licensee acknowledges that RFTA's Corridor is not abandoned and is under the jurisdiction of the federal Surface Transportation Board. Licensee further acknowledges that the C01Tidor is "railbanked" so that RFTA is required to preserve the Corridor for future rail use and further understands and acknowledges that RFT A is and will continue to preserve the Corridor for future rail use. 6. Protection of Drainage. Any and all cuts and fills, excavations or embankments necessary in the maintenance or future alteration for Licensee's use of the Access road shall be made and maintained in such manner, fonn and extent as will provide adequate drainage of the Access road, the C01Tidor, and adjoining lands. Wherever any such fill or embankment may obstruct the natural and pre-existing drainage from such lands, Licensee shall construct and maintain sufficient culverts or drains as may be required to accommodate and preserve such natural and pre-existing drainage. License Page 2 o/8 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 79 7. Environmental Protection. Licensee shall, at its expense, comply with all applicable laws, regulations, rules and orders regardless of when they become or became effective, including, without limitation, those relating to health, safety, noise, environmental protection, waste disposal, and water and air quality, and furnish satisfactory evidence of such compliance upon request of RFTA with regard to activities on the Access road. Should any discharge, leakage, spillage, emission or pollution of any type occur upon or arise from the Access road as a result of Licensee's use, presence, operations or exercise of the rights granted hereunder, Licensee shall immediately notify RFTA and shall, at Licensee's expense, clean all property affected thereby, to the reasonable satisfaction ofRFTA (insofar as the property owned or controlled by RFTA is concerned) and any governmental body having jurisdiction in the matter. RFT A may, at its option, clean RFT A's pro petty of such discharge refen-ed to above, and Licensee shall indemnify, defend and hold RFTA harmless from and against all claims, liability, costs and expenses (including without limitation, any fines, penalties, judgments, litigation costs and attorneys' and consultants' fees and expenses) incurred by RFTA as a result of any such discharge, leakage, spillage, emission or pollution by Licensee. 8. Protection ofUndergrouud Utilities. Licensee acknowledges that Qwest Communications Corporation or its successor has an easement for underground cable along the Corridor and that fiber optic cable is buried through the C01Tidor and possibly under the Access road. Licensee, at least five (5) days prior to perfmming any excavation activities on the C01Tidor or Access road, shall notify RFTA at (970) 384-4971 and shall notify the Qwest at 1- 800-AT-FIBER (a 24-hour number) at least three business days before doing any digging. Prior to beginning any work on the Access road, Licensee shall dete1mine where any utilities are buried on or about the Access road. Licensee shall pay special attention to fiber optic cable and dete1mine the names of the telecommunications company(ics) involved, atrnnge for a cable locator, determine whether arrangements for relocation or other protection of the fiber optic cable is required and shall so notify RFTA. Any such relocation or protection shall be at Licensee's expense. 9. Protection of Trail and Conservation Easement. Licensee acknowledges that the Corridor is subject to and encumbered by a perpetual covenant running with the land held by the State Board of the Great Outdoors Colorado Trust Fund for the protection of the Conservation and Trail Values. The Licensee agrees not to undertake any further activity within the Corridor other than custommy maintenance and repair without first obtaining the written approval of RFTA. The notice addresses are as follows: Ifto RFTA: RFTA Angela M. Henderson Assistant Director, Project Management and Facilities Operations 1340 Main Street Carbondale, Colorado 81623 970-384-4982 License Page 3 of8 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 80 Ifto Licensee: Nordic Garden Land Fund, LLC C/O Keith Keating 2340 CR 100 Carbondale, CO 81623 (970) 379-3307 kfkeating@gmail.com l 0. Licensee's Duty to Install Safety Improvements. If at any time after the installation of the Access road, any Local, State or Federal law or regulation, or any Local, State or Federal officer or regulatory board or commission having jurisdiction shall require any alterations, changes or improvements of the Access road, as herein defined, or any additional safeguards, protection, signals or warnings, the same shall be constructed, maintained and operated at the sole expense of the Licensee. 11. Any Future Work to Require Pennit. Licensee shall not enter upon the Access road or Corridor for the purpose of constructing, repairing, reconstructing, relocating or removing the Access road without special written permit first had and obtained from RFTA, except in cases of an emergency when work is necessary to avert injury to persons or loss or damage to property. All work of construction, maintenance, repair, relocation or removal shall be done by the Licensee in such manner as to cause no interference with the constant, continuous and uninterrupted use of the tracks, Trail, buildings or other improvements ofRFTA now in place or as may be installed in the future by RFTA in RFT A's discretion. 12. RFTA's Right to Alter, Relocate, or Remove. This License shall not be deemed to give the Licensee exclusive possession of any part of the premises desclibcd, but RFTA shall have the unimpaired right to construct, maintain, repair, relocate or remove track, trails, buildings or appurtenant structures or other improvements deemed appropriate in RFTA's discretion and nothing shall be done or suffered to be done by the Licensee at any time that shall in any manner impair the usefulness or safety of any property of RFTA or of any track, Trail, building or appurtenant structure or other improvement to be hereafter constmcted. RFT A shall have the right at any and all times hereafter to constmct, maintain and operate such additional tracks, trails, buildings, appurtenant structures or other improvements where the Pedestrian Trail is located, as RFTA may from time to time elect. In case of any such change by RFTA requiring in RFTA's discretion the alteration, relocation or removal of the Encroachment stmctures, the structures shall be altered as directed by RFTA or entirely removed by the Licensee at the sole cost and expense of the Licensee, in such manner as may be deemed necessary by RFTA to conform to the tracks, trails, buildings, appurtenant structures or other improvements on the Corridor or Encroachment area as so changed, altered or improved, and if the Licensee shall fail to do any of the things in this paragraph enumerated, RFTA may do or cause the same to be done at the cost of the Licensee. RFTA shall use its best efforts to relocate the Access road ifit detennines that the current Access road must be removed. License Page4 ~(8 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 81 13. No Liens to be Filed. Licensee shall pay in full all persons who perform labor on the Access road for Licensee and will not allow any mechanics' or material men's liens to be enforced against RFTA's C01Tidor for work done or materials furnished at Licensee's instance or request. If any such liens are filed thereon, Licensee agrees to remove the same at Licensee's own cost and expense and to pay any judgment, which may be entered thereon or thereunder. Should Licensee fail, neglect or refuse to do so, RFT A may pay any amount required to release any such lien or liens, or to defend any action brought thereon, and to pay any judgment entered therein, and Licensee shall be liable to RFTA for the payment of any such liens or judgment and any and all costs, expenses, damages, attorneys' and consultants' fees and expenses, and any other amounts expended in defending any such proceedings. 14. Licensee's Assumption of Liability. The Licensee assumes the entire burden and duty of preventing the use of the Access road by any persons, finns or corporations, other than those mentioned herein for whose benefit the Access road is licensed; and Licensee assumes all liability for damage to or destruction of property, injury to or the death of persons resulting from the use of the Access road by persons other than those for whose benefit the Access road is licensed, or resulting from the failure on the part of the Licensee to keep the Access road and all of its appurtenances in safe condition. 15. Indemnification. The Licensee shall at all times protect, indemnify, defend and save RFTA harmless from any and all claims, demands,judgments, cost, expenses, and all damage of eve1y kind and nature made, rendered or incurred by or in behalf of any person or corporation whatsoever, in any manner due to or arising out of any claim for injury to or death of any person, or any claim for damage to property of any person or persons whomsoever, including the parties hereto and their officers, families, servants and employees, in any manner arising from or growing out of the construction, maintenance, operation, repair, extension, renewal, existence, use or removal of the Private Access Road, or the failure to properly construct, operate, maintain, renew or remove the same, and from all costs and expenses, including attorneys' and consultants' fees and expenses, connected in any way with the matters and things contained in this License Agreement. Neither the right of supervision by RFTA of the location, installation, operation and the maintenance of the Private Access Road, nor the exercise or failure to exercise the right, nor the approval or failure to disapprove, by RFTA of the location, installation, operation and maintenance of the Private Access Road, nor the election of RFT A to repair, construct, reconstruct or remove the whole or any part of the Private Access Road, shall be deemed a waiver of the obligations of the Licensee contained in this License Agreement, expressed or implied. 16. RFTA's Right to Te1minatc License. If the Licensee shall fail to locate, construct, operate, use, repair, extend, renew, relocate or remove the Access road in accordance with the tenns of this License Agreement and to the entire satisfaction of RFT A, or shall fail to pay to RFTA any License Fee or any other sum of money for the construction, repair, extension, renewal, relocation or removal of the Access road, or shall fail to adjust the Access road to any changes made by RFTA, or shall in any respect fail to keep and perfmm any of the conditions, License Page 5 o/8 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 82 stipulations, covenants and provisions of this License Agreement to be kept and performed by the Licensee, this License Agreement shall at the option of RFTA be void and of no effect; and this License shall immediately cease and terminate and RFTA shall have the right to remove the Access road and restore the right of way and premises ofRFTA at any time thereafter at the sole expense of the Licensee. Any termination hereunder shall be effective thirty (30) days following notice delivered to Licensee. Any notice herein provided for shall be deemed given and delivered if mailed in an envelope properly stamped and addressed to the Licensee at Licensee's last known address. Tennination of this License for the convenience ofRFTA shall occur only if the RFT A Board votes by a 2/3 majority to do so. 17. Abandonment of the Access road. Non-use of such Access road for the pmpose for which it was originally constructed, continuing at any time for the period of one year; shall constitute an abandonment of this License. Unless so abandoned or terminated, as provided herein, this License shall remain in foll force and effect until tenninated by written notice given by either party to the other party not less than sixty days in advance of the date of such termination; but it is understood that if at any time in RFTA's discretion the maintenance and operation of the Access road shall be inconsistent with the use by RFTA, this License shall immediately cease and tenninate. 18. Licensee's Duty to Remove the Access road Upon Termination. Within thirty days after the abandonment or termination of this License, the Licensee, at Licensee's sole expense, shall, if RFT A so desires the Licensee to do, remove the Access road and all their appurtenances and restore or construct the premises of RFT A, including all right-of-way fences and drains, to a condition which will be satisfactory to RFTA, and if the Licensee fails to do so, RFT A may do such work of removal, restoration and construction at the expense of the Licensee. In the event of the removal of the Access road as in this section provided, RFTA shall not be liable to the Licensee for any damage sustained by Licensee for or on account of such removal, and such removal shall not prejudice or impair any right of action for damages or otherwise which RFTA may have against the Licensee. 19. License Non-Assignable. This License is personal to Licensee. The Licensee shall not assign this License or any interest therein directly or indirectly voluntarily or involuntarily. Upon any assignment or attempted assigmnent in violation of this paragraph, this License shall terminate. The covenants, stipulations and conditions of this License shall extend to and be binding upon RFTA and, if assigned with RFTA's written consent, its successors and assigns, and shall extend to and be binding upon the Licensee and the heirs, administrators, executors, and successors of the Licensee. 20. Headings. The section headings contained in this License Agreement are inse1ted for convenience only and are not intended to in any way affect the meaning or inte1pretation of any such section or provision of this License Agreement. License Page 6 o/8 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 83 21. Governing Law. This License Agreement shall be governed and construed in accordance with the laws of the State of Colorado. 22. Amendments and Waivers. No amendment of any provision of this License Agreement shall be valid unless the same shall be in writing and signed by RFTA. No waiver by RFTA of any default or breach of any covenant or agreement hereunder shall be deemed to extend to any prior or subsequent default or affect in any way any ofRFTA's rights arising by virtue of any prior or subsequent default. 23. Severability. Any tenn or provision of this License Agreement that is held by a court of competent jurisdiction to be invalid or unenforceable shall not affect the validity or enforceability of the remaining terms and provisions of this License Agreement. 24. Entire Agreement. This License Agreement constitutes the entire agreement between the parties and supersedes all prior understandings, agreements or representations among them, written or oral, that may have related in any way to the subject matter hereof. 25. No Third Party Beneficiaries. This License Agreement defines the ri ghts and duties of the parties hereto and may not be relied upon by any third party as the basis of a claim. , . License Page 7 o/8 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 84 IN WITNESS WHEREOF, the parties hereto have executed this License Agreement. LICENSOR, ROARING FORK TRANSPORTATION AUTHORITY By:~~~~~~~~~~~-~~ Angela M . derson, Assistant Director of Property Management & Facilities Operations STATE OF COLORADO ) ) COUNTY OF GARFIELD ) LICENSEE, Nordic Garden Land Fund, LLC By: ___________ _ Keith Keating, Owner Licensee The foregoing instrument was acknowledged before me thisa5_-cfay of s.~le.J,rl;ie.L 2019_, by Angela M. Henderson, Assistant Director, P. · · e n t Facilities Operations, Roaring Fork T ransportation Authority. ABBEYS PASCOE NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20134039649 MY COMMISSION EXPIRES JULY 14, 202 1 Witness my hand and official seal. My commission expires 1 -14-'LI ST A TE OF COLORADO COUNTY OF GJa....-\tt,\~ ) ) ) Ov.ft:; Public The foregoing instrnment was acknowledged before me this K day of __,&e,<.....C..-'ilff-:(....__• ___ _ 20-f{__, by Keith Keating, Owner, Nordic arden Land Fund, LLC (licensee). ~u~ Witne ss my hand and official s eal. My commiss ion expires _\)tr,e..c....,,.,___"..._Pl....1..-r, -"93........,9 .... \~- YOLI BETH IRAZU UGALDE Notary PubRc _ Sl ate of Colorado Nolaiy 10 2017405 1626 My Commissi on Expires Dec 19, 2021 ../ L icense Page8of8 APPENDIX C – AASHTO VEHICLE CLASSIFICATION https://www.fhwa.dot.gov/policyinformation/tmguide/tmg_2013/vehicle-types.cfm 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 85 1Clus 7 tus I OtOl'\CyclM Four or more --------------.pde. ~irngte unit lass J iur tire, ,_gte un it 1!les r:a.ss 5 ,10 akl~. S:b< -c. gn,!lil!: unit !lass 6 'r ct: ;ui: fc., ,gt~ unim: ,ctass a t---------Fo-ur or less :a.xi~, ~ [11 gl C u-ai~r 1Class 9 S~Ax le tru;tor 1 ~~;;:-------1 1cmltr.1llc,r 1----------llllllll!llt' ..... , .. --------- ,c 1ass 110 Sbc or more aJde. s in gl e traiter 1Chns 11 I Five or less ax~. muld m1iler Class 12 Srrx: 001?,. mulml- ffl"a ilt!r 1Class IJ Seven or more aJde, Jll\lltl~tq_ifer .... APPENDIX D - SITE PHOTOS SITE ENTRANCE OFF CR 100 (SOUTH) LOOKING NORTH IN SHARED ACCESS TOWARD RIO GRANDE TRAIL AND CR 100 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 86 LOOKING EAST ALONG CR 100 LOOKING WEST ALONG CR 100 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 87 15 MPH CURVE WITH BRIDGE 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 88 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 89 RFTA Driveway Revitalization/Rio Grande Crossing Approval Roaring Fork Transportation Authority ROCKY MOUNTAIN | MIDWEST | SOUTHWEST | TEXAS 909 Colorado Ave., Glenwood Springs, CO 81601 | Office: 970-945-6777 | LREWATER.COM Nordic Gardens Land Fund, LLC September 17, 2021 c/o Nicholas DiFrank 2340 County Road 100 Carbondale, CO 81623 nick@re-land.com Via Email RE: Nordic Gardens Land Fund, LLC – Water Demand and Supply for Proposed Land Use Application Nick: At your request, LRE Water and Ray Latham have the completed the 4-hour Pump Test at the existing well located on the Nordic Gardens Land Fund, LLC property located east of Carbondale on 2340 County Road 100 in Garfield County (Parcel No. 239131100033). The purpose of the pump test was to demonstrate that adequate potable groundwater exists at a reasonable depth for the proposed uses and to provide an estimate of the expected long-term yield of the well. This memorandum summarized the opinion and findings of LRE Water regarding the adequacy of the physical water supply for the Nordic Gardens Land Fund, LLC proposed development. WATER DEMAND LRE Water recently obtained a Basalt Water Conservancy District (BWCD) water allotment contract which is the legal water supply for the proposed commercial uses. The contract covers a commercial office and shop and up to 27,400 square feet of irrigation on the property from a n existing well (Permit No. 245829). Proposed demands are 0.393 acre-feet (AF) for indoor use and 1.605 AF for irrigation for a total of 1.998 AF. The maximum demand is expected to occur in June with a peak day demand of approximately 10 gallons per minute. The commercial development will include storage to meet peak hour demands. WATER SUPPLY Well Construction The well was constructed on April 7, 2003, by Shelton Drilling Company. The well is constructed in boulders, sand, and gravel in the first 32 feet and cobbles, sand, and Beldon shale in the gravel in for the next 19 feet. The total depth of the well is 51 feet and it is constructed with 7-inch diameter steel surface casing with perforated steel casing installed in the water producing zone from 25 feet to 32 feet. At the time of the well construction, static water level was 12 feet from the top of casing (TOC) and the well produced 15 gpm during a 2-hour pumping test. Nordic Gardens Land Fund, LLC will need to re-permit the well for the proposed commercial uses. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 90 Water Supply and Distribution Plan (4-203.M) Engineering Water Supply and Demand Report Please See Exhibit C, for the Water Distribution Plan WATER CONNECTING WATER TO LIFE ••••••••••••••••••••••••••••• • • • • • • • • • • • • • • • • • • • • ••••••••••••••••••••••••••••• Nicholas DiFrank September 17, 2021 Nordic Gardens Land Fund, LLC Page 2 of 2 Water Demand and Supply The permitted and actual location for the well is the SE1/4 SE1/4 of Section 36 Township 7 South, Range 886 West, of the 6th P.M. (NAD83 Z13 UTM(x)=313651.2, UTM(y)=4363223.4). Pumping Test A 4-hour pumping test was conducted by Ray’s Well Done Pump Service on July 23, 2021 for the well. The purpose of the test was to determine the long-term yield of the well and its adequacy to serve the existing and proposed uses. The initial static water level was 12.0 feet and a flow rate of 15.0 gpm as shown on Figure 1. There was no significant drawdown at this flow rate; therefore, the pumping rate remained at 15 gpm. The well had a maximum total drawdown of 3.0 feet as shown on Figure 2. Over the 4-hour pumping period approximately 3,600 gallons of water was pumped. Figure 3 depicts the water level recovery in the well in the first 2 minutes after pumping ceased. Considering the minimal drawdown depth and quick recovery apparent during the pump test, LRE Water believes that this well can provide a long term yield of 15 gpm to support the planned usage. CONCLUSION The results from the pumping test indicate that the well has a more than sufficient yield to serve the proposed development and commercial uses. The maximum daily demand for proposed development is estimated at 10.0 gpm, while the long term yield of the well is estimated to be at least 15 gpm. If you have any questions, please feel free to contact us. Sincerely, LRE WATER Eric F. Mangeot, P.E. Peter Van Dusen, E.I.T. Water Resource Engineer EFM/21633NGLF01; Attachments ROCKY MOUNTAIN | MIDWEST | SOUTHWEST | TEXAS 909 Colorado Ave., Glenwood Springs, CO 81601 | Office: 970-945-6777 | LREWATER.COM Nordic Gardens Land Fund, LLC September 17, 2021 c/o Nicholas DiFrank 2340 County Road 100 Carbondale, CO 81623 nick@re-land.com Via Email RE: Nordic Gardens Land Fund, LLC – Water Demand and Supply for Proposed Land Use Application Nick: At your request, LRE Water and Ray Latham have the completed the 4-hour Pump Test at the existing well located on the Nordic Gardens Land Fund, LLC property located east of Carbondale on 2340 County Road 100 in Garfield County (Parcel No. 239131100033). The purpose of the pump test was to demonstrate that adequate potable groundwater exists at a reasonable depth for the proposed uses and to provide an estimate of the expected long-term yield of the well. This memorandum summarized the opinion and findings of LRE Water regarding the adequacy of the physical water supply for the Nordic Gardens Land Fund, LLC proposed development. WATER DEMAND LRE Water recently obtained a Basalt Water Conservancy District (BWCD) water allotment contract which is the legal water supply for the proposed commercial uses. The contract covers a commercial office and shop and up to 27,400 square feet of irrigation on the property from a n existing well (Permit No. 245829). Proposed demands are 0.393 acre-feet (AF) for indoor use and 1.605 AF for irrigation for a total of 1.998 AF. The maximum demand is expected to occur in June with a peak day demand of approximately 10 gallons per minute. The commercial development will include storage to meet peak hour demands. WATER SUPPLY Well Construction The well was constructed on April 7, 2003, by Shelton Drilling Company. The well is constructed in boulders, sand, and gravel in the first 32 feet and cobbles, sand, and Beldon shale in the gravel in for the next 19 feet. The total depth of the well is 51 feet and it is constructed with 7-inch diameter steel surface casing with perforated steel casing installed in the water producing zone from 25 feet to 32 feet. At the time of the well construction, static water level was 12 feet from the top of casing (TOC) and the well produced 15 gpm during a 2-hour pumping test. Nordic Gardens Land Fund, LLC will need to re-permit the well for the proposed commercial uses. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 91 Figure 121633NGLF019/17/2021Prepared by EFM05101520253035400102030401101001000Flow Rate (gpm)Depth from TOC (feet)Pumping Time (minutes)Nordic Gardens Land Fund, LLC Pumping Test 07/23/2021Depth from TOC (feet)Depth of Water from TOCStatic Water LevelManual MeasurementsFlow RateStatic Water Level = 12.00 ft. Notes:1) Initial Water Level: 12.00 ft. below Top of Well Casing2) Final Water Level: 15.00 ft. below Top of Well Casing3) Well Depth: Approx. 50 ft. from Top of Well CasingTopof Casing240 Minutes @ 15.0 gpm2340 County Road 100 - Nordic Gardens Land Fund, LLC: 92 ' - I I , ........ • 4 ~ I ~ - .___ 4 ~ ~ I Figure 221633NGLF019/17/2021Prepared by EFM101520253035404550556065012345678910111101001000Flow Rate (gpm)Drawdown (feet)Pumping Time (minutes)Nordic Gardens Land Fund, LLC Pumping Test 07/23/2021Drawdown (feet)DrawdownFlow RateStatic Water Level240 Minutes @ 15.0 gpmMaximum Drawdown after4 hours (240 Minutes) =3 ft.2340 County Road 100 - Nordic Gardens Land Fund, LLC: 93 - -- -'- -.... - ~ - .___ I J Figure 321633NGLF019/17/2021Prepared by EFM0123456220200Recovery (feet)T/T' (minutes)Nordic Gardens Land Fund, LLC Well Pumping Test 07/23/2021 Recovery Analysis (feet)Residual Drawdown (Feet)Aquifer recovered100%Full Recovery@ 2 MinutesEnd of PumpTestRecovery Begins2340 County Road 100 - Nordic Gardens Land Fund, LLC: 94 I I I I I I 1 I I I I I I i I I I I I I I I I I I I I I I I I I ~ _,,i,,,,, ►t I :...--1 I i., .... I -~.,,,,, - / "' -t \I -!\ \ ~ !\ - ~ \ -- -- ~ -- - ~ ROCKY MOUNTAIN | MIDWEST | SOUTHWEST | TEXAS 909 Colorado Ave., Glenwood Springs, CO 81601 | Office: 970-945-6777 | LREWATER.COM Nordic Gardens Land Fund, LLC September 17, 2021 c/o Nicholas DiFrank 2340 County Road 100 Carbondale, CO 81623 nick@re-land.com Via Email RE: Nordic Gardens Land Fund, LLC – Well Water Quality Analysis Nick: Pursuant to Garfield County Land Use and Development Code Section 4-203(M)(1)(b)(5)(c), Nordic Gardens Land Fund, LLC also requested that LRE Water sample for water quality at the existing well on the Nordic Gardens Land Fund, LLC property located east of Carbondale on 2340 County Road 100 in Garfield County (Parcel No. 239131100033). This specific section of the land use code states: “Water quality shall be tested by an independent testing laboratory for the following contaminants: alkalinity, arsenic, cadmium, calcium, coliform bacteria, chloride, conductivity, copper, corrosivity, fluoride, hardness, iron, lead, magnesium, manganese, nitrate/nitrite, pH, sodium, sodium adsorption ratio, sulfate, total dissolved solids, uranium, zinc and alpha/beta radioactivity. Additional testing may be required for other contaminants that occur within the County. The results shall show that the Maximum Contaminants Levels (MCLs), as set forth by the CDPHE within the Colorado Primary Drinking Water Standards, are not exceeded, or the Applicant has otherwise identified a treatment system that will bring the water within acceptable MCLs. Annual testing, testing for other contaminants, and testing for secondary drinking standards including taste, odor, color, staining, scaling, and corrosion is also recommended.” This letter report presents the technical analysis of the water quality. The well, Permit No. 245829, is located in the SE1/4 SE1/4 of Section 36 Township 7 South, Range 886 West, of the 6th P.M. (NAD83 Z13 UTM(x)=313651.2, UTM(y)=4363223.4). The proposed uses form the well include indoor commercial uses and outdoor irrigation. WATER QUALITY A pre-packaged water quality sampling kit was ordered from Colorado Analytical Laboratories, Inc. Raw water samples were obtained from the well by LRE Water on July 26, 2021 after first running the well 10 minutes at a flow rate of less than 10 gallons per minute (gpm). The samples were shipped by overnight delivery under proper chain of custody to Colorado Analytical Laboratories, Inc. (results attached).1 In accordance with the criteria established by the Garfield 1 Colorado Analytical Laboratories subsequently sent sampled water Hazen Research, Inc. for the analysis of Gross Alpha and Gross Beta radionuclides. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 95 Well Water Quality Analysis Report III WATER CONNECTING WATER TO LIFE Nicholas DiFrank September 17, 2021 Nordic Gardens Land Fund, LLC Page 2 of 3 Well Water Quality Results County Land Use and Development Code, the well was tested for inorganic compounds including metals, coliform, alkalinity, corrosivity, hardness, pH, total dissolved solids, and radionuclides. The attached results indicate that the well water meets the basic EPA primary and secondary drinking water standards with the exception of Total Coliform. This is further discussed below. Total Coliform Total Coliform was “present” at the well. Coliform bacteria include a large group and many types of bacteria that naturally occur throughout the environment and are common in both soil and surface water. Most types of coliform bacteria are harmless to humans, but some can cause mild illness and even fewer can lead to waterborne disease. The presence of coliform indicates that a contamination pathway exists between a source of bacteria (surface water, animal waste, septic system, etc.) and the water supply. Coliform bacteria is much more common in springs and in shallow wells compared to deeper wells as the bacteria is filtered out by soil and rock as surface water infiltrates the ground. The presence of Total Coliform indicates that the groundwater supply is under the influence of surface water. Total Coliform can be treated with filtration. Ultrafiltration (average pore size of 0.01 micron) or higher level of treatment is required. Disinfection (i.e. chlorine or ultraviolet light) will also treat bacteria. Shock chlorination of the well is also often utilized for treatment; however, contamination could occur again over time. We also note that the well is considered very hard (> 200 mg/l as CaCO3) with a measured value of 226.7 mg/l. Hard water can cause scale to build up in boilers, water heaters, and on water fixtures, and lessen effectiveness of soaps. Hardness is typically treated for domestic and commercial uses if greater than 200 mg/L. CONCLUSION The laboratory results for the water quality analysis indicate that the water at the well meets most basic primary and secondary drinking water standards with the exception of Total Coliform. In addition the water was found to be very hard. Total Coliform can be treated with disinfection (i.e. chlorination or ultraviolet light) or ultrafiltration (average pore size of 0.01 micron) to meet the primary drinking water standard. Hardness is not health threatening and is considered nonenforceable. Therefore, with disinfection or ultrafiltration, the water quality is suitable for domestic or commercial use (including irrigation). LRE Water recommends that Nordic Gardens Land Fund, LLC consider water softening and provide filtration for the proposed commercial uses. As such, we recommend that Nordic Gardens Land Fund, LLC further consult with a water treatment system provider to determine the appropriate level of treatment for the well. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 96 Nicholas DiFrank September 17, 2021 Nordic Gardens Land Fund, LLC Page 3 of 3 Well Water Quality Results Please contact us if you have any questions or need additional information. Sincerely, LRE WATER Eric F. Mangeot, P.E. Peter Van Dusen, E.I.T. Water Resource Engineer EFM/21633NGLF01; Attachments ROCKY MOUNTAIN | MIDWEST | SOUTHWEST | TEXAS 909 Colorado Ave., Glenwood Springs, CO 81601 | Office: 970-945-6777 | LREWATER.COM Nordic Gardens Land Fund, LLC September 17, 2021 c/o Nicholas DiFrank 2340 County Road 100 Carbondale, CO 81623 nick@re-land.com Via Email RE: Nordic Gardens Land Fund, LLC – Well Water Quality Analysis Nick: Pursuant to Garfield County Land Use and Development Code Section 4-203(M)(1)(b)(5)(c), Nordic Gardens Land Fund, LLC also requested that LRE Water sample for water quality at the existing well on the Nordic Gardens Land Fund, LLC property located east of Carbondale on 2340 County Road 100 in Garfield County (Parcel No. 239131100033). This specific section of the land use code states: “Water quality shall be tested by an independent testing laboratory for the following contaminants: alkalinity, arsenic, cadmium, calcium, coliform bacteria, chloride, conductivity, copper, corrosivity, fluoride, hardness, iron, lead, magnesium, manganese, nitrate/nitrite, pH, sodium, sodium adsorption ratio, sulfate, total dissolved solids, uranium, zinc and alpha/beta radioactivity. Additional testing may be required for other contaminants that occur within the County. The results shall show that the Maximum Contaminants Levels (MCLs), as set forth by the CDPHE within the Colorado Primary Drinking Water Standards, are not exceeded, or the Applicant has otherwise identified a treatment system that will bring the water within acceptable MCLs. Annual testing, testing for other contaminants, and testing for secondary drinking standards including taste, odor, color, staining, scaling, and corrosion is also recommended.” This letter report presents the technical analysis of the water quality. The well, Permit No. 245829, is located in the SE1/4 SE1/4 of Section 36 Township 7 South, Range 886 West, of the 6th P.M. (NAD83 Z13 UTM(x)=313651.2, UTM(y)=4363223.4). The proposed uses form the well include indoor commercial uses and outdoor irrigation. WATER QUALITY A pre-packaged water quality sampling kit was ordered from Colorado Analytical Laboratories, Inc. Raw water samples were obtained from the well by LRE Water on July 26, 2021 after first running the well 10 minutes at a flow rate of less than 10 gallons per minute (gpm). The samples were shipped by overnight delivery under proper chain of custody to Colorado Analytical Laboratories, Inc. (results attached).1 In accordance with the criteria established by the Garfield 1 Colorado Analytical Laboratories subsequently sent sampled water Hazen Research, Inc. for the analysis of Gross Alpha and Gross Beta radionuclides. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 97 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 98 ~Colorado • ~ Analytical LABORATORIES, INC . Report To: Eric Mangeot Company: LRE Water -Leonard Rice Engineers 1221 Auraria Pkwy Denver CO 80204 Task No.: 210727044 Client PO: Client Project: Nordic Customer Sample ID Nordic Sample Date/Time: 7/26/21 6:45 AM Lab Number: 210727044-01 ~eat Specific Conductance Chloride Fluoride Nitrate Nitrogen Nitrite Nitrogen Sulfate Toral Sodium Adsorption Ratio Calcium Iron Magnesium Sodium Arsenic Cadmium Copper Lead Manganese Uranium Zinc Abbreviations/ References: ML = Minimum Level = LRL = RL Result 459 umhos/cm @ 25c 3.6 mg/L 0.16 mg/L 0.52 mg/L < 0.03 mg/L 85.4 mg/L 0.1 units 72.8 mg/L 0.015 mg/L 10.94 mg/L 4.0 mg/L < 0.0006 mg/L < 0.0001 mg/L 0.0146 mg/L 0.0004 mg/L 0.0024 mg/L 0.0022 mg/L 0.007 mg/L MCL = Maxil1'Nlm Contan'inant Level per The EPA mgA. = Milligrams Per Uter or PPM ugA. = Micrograms Per Uter or PPB mpn/100 mis= Most Probable Number Index/ 100 mis Date Analyzed= Date Test Completed Method EPA 120.1 EPA300.0 EPA 300.0 EPA 300.0 EPA 300.0 EPA 300.0 Calculation EPA 200.7 EPA 200.7 EPA 200 .7 EPA 200.7 EPA 200 .8 EPA 200.8 EPA 200.8 EPA200.8 EPA 200.8 EPA 200.8 EPA200.8 Analytical Results TASK NO: 210727044 BIii To: Eric Mangeot Company: LRE Water -Leonard Rice Engineers 1221 Auraria Pkwy Denver CO 80204 Date Received: 7/27/21 Date Reported: 8/25/21 Matrix: Water -Drinking ML I Date Analyzed l Analyzed By 5 umhos/cm @ 25c 7/27/21 MBN 0.1 mg/L 7/27/21 MAT 0.10 mg/L 7/27/21 MAT 0.05 mg/L 7/27/21 MAT 0.03 mg/L 7/27/21 MAT 0.1 mg/L 7/27/21 MAT 0 .1 units 7/30/21 MBN 0 .1 mg/L 7/30/21 MBN 0 .005 mg/L 7/30/21 MBN 0 .02 mg/L 7/30/21 MBN 0.1 mg/L 7/30/21 MBN 0.0006 mg/L 7/29/21 IPC 0.0001 mg/L 7/29/21 IPC 0.0008 mg/L 7/29/21 IPC 0.0001 mg/L 7/29/21 IPC 0.0008 mg/L 7/29/21 IPC 0.0002 mg/L 7/29/21 IPC 0 .001 mg/L 7/29/21 IPC DATA APPROVED FOR RELEASE BY MCL 4 10 1 4 0.3 N/A 0.01 0.005 1.3 0.015 0 .05 0.03 5 10411 Heinz Way / Commerce City, CO 80640 / 303-659-2313 Mailing Address: P.O. Box 507 / Brighton, CO 80601-0507 Page 1 of 5 210727044 112 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 99 ~Colorado • ~ Analytical LABORATORIES , INC . Report To: Eric Mangeot Analytical Results TASK NO: 210727044 Bill To: Eric Mangeot Company: LRE Water -Leonard Rice Engineers 1221 Auraria Pkwy Company: LRE Water -Leonard Rice Engineers 1221 Auraria Pkwy Denver CO 80204 Task No.: 210727044 Client PO: Client Project: Nordic Customer Sample ID Nordic Sample DatefTlme: 7/26/21 6:45 AM Lab Number: 210727044-01 Result Tot.al Total Hardness 226. 7 mg/L as CaC03 Abbreviations/ References: ML = Minimum Level = LRL = RL MCL = Maximum Contamnant Level per The EPA mg,t = Milligrams Per Uter or PPM ugA.. = Micrograms Per Liter or PPB mpn/100 mis= Most Probable Number Index/ 100 mis Date Analyzed= Date Test Completed Method SM 2340-B Denver CO 80204 Date Received: 7/27/21 Date Reported: 8/25/21 Matrix: Water -Drinking ML j Date Analyzed ! Analyzed By 0.1 mg/L as CaC03 7/30/21 MBN DATA APPROVED FOR RELEASE BY 10411 Heinz Way / Commerce City, CO 80640 / 303-659-2313 Mailing Address: P.O. Box 507 / Brighton, CO 80601-0507 Page 2 of 5 MCL 210727044 212 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 100 ~Colorado • ~ Analytical LABORATORIES, INC . Report To: Eric Mangeot Company: LRE Water -Leonard Rice Engineers 1221 Auraria Pkwy Denver CO 80204 Task No.: 210727044 Client PO: Client Project: Nordic ~eat Customer Sample ID Nordic Sample Date/Time: 7/26/21 Lab Number: 210727044-0 Bicarbonate Calcium as CaCO3 Carbonate Hydroxide Langelier Index pH Temperature Total Alkalinity Total Dissolved Solids Abbreviations/ References: ML = Minimum Level = LRL = RL mgA. = Milligrams Per uter or PPM ugA.. = Micrograms Per uter or PPB 6:45AM Result 150.7 mg/Las CaCO3 184.9 mg/L < 0.2 mg/L as CaCO3 < 0.2 mg/L as CaCO3 -0.12 units 7 .28 units 20 ·c 150.7 mg/Las CaCO3 300 mg/L mpn/100 mJs = Most Probable Number Index/ 100 mis Date Analyzed= Date Test Completed Analytical Results TASK NO: 210727044 Bill To: Eric Mangeot Company: LRE Water -Leonard Rice Engineers 1221 Auraria Pkwy Denver CO 80204 Date Received: 7/27/21 Date Reported: 8/25/21 Matrix: Water -Drinking Method ML Date Analyzed l Analyzed By ! SM 2320-B 0.2 7/30/21 DPL EPA 200.7 0.1 7/30/21 MBN SM 2320-B 0.2 7/30/21 DPL SM 2320-B 0.2 7/30/21 DPL SM 2330-B 8/9/21 JTF SM 4500-H-B 0.01 7/27/21 MBN SM 4500-H-B 7/27/21 MBN SM 2320-B 4 7/30/21 DPL SM 2540-C 5 7/28/21 ISG DATA APPROVED FOR RELEASE BY 10411 Heinz Way / Commerce City, CO 80640 / 303-659-2313 Mailing Address: P.O. Box 507 / Brighton, CO 80601-0507 Page 1 of 4 210727044 1/1 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 101 ~Colorado • ~ Analytical LABORATORIES , INC. Report To: Eric Mangeot Analytical Results TASK NO: 210727044 Bill To: Eric Mangeot Company: LRE Water -Leonard Rice Engineers 1221 Auraria Pkwy Company: LRE Water -Leonard Rice Engineers 1221 Auraria Pkwy Denver CO 80204 Task No.: 210727044 Client PO: Client Project: Nordic I Lab Number !Customer Sample ID 210727044-01 B Nordic Abbreviations/ References: Absent = Coliform Not Detected Present= Coliform Detected -Chlorination Recommended Date Analyzed= Date Test Completed Denver CO 80204 Date Received: 7/27/21 Date Reported: 8/25/21 Matrix: Water -Drinking Sample Date/Time I Test 7/26/21 6:45 AM Total Colifonn E-Coli Result Present Absent Method SM 9223 SM 9223 SM= •standard Methods for the Examination of Water and Wastewater"; APHA; 19th Edition.-1995 DATA APPROVED FOR RELEASE BY 10411 Heinz Way / Commerce City, CO 80640 / 303-659-2313 Mailing Address: P.O. Box 507 / Brighton, CO 80601-0507 Page 1 of 4 Date Analyzed 7/28/21 7/28/21 210727044 1/1 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 102 - Hazen Research, Inc. 4601 Ind ia na Street HAZ EN Golden , CO 80403 USA - Tel · (303)279-4501 Fax· (303) 278-1528 Customer ID: 20040H Account ID: 201034 ANALYTICAL REPORT Stuart Nielson Colorado Analytical Laboratories, Inc. Lab Sample ID 21 M02537-001 Customer Sample ID 210727044-01C -Nordic sampled on 07/26/21 @ 0645 Precision* Detection Parameter Units Code Result +/-Limit Method Gross Alpha I pCi/L I T 2 .3 I 2.0 I 0.1 I SM 7110 B Gross Beta I pCI/L I T <3.8 I 2.4 I 3.8 I SM 7110 B Certification ID's: CO/EPA CO00008 I I Lab Control ID: 21M02537 Received: Jul 29, 2021 Reported : Aug 24, 2021 Purchase Order No . None Received Analysis Date /Time Analvst 8/13/21 @ 0921 I KT 8/13/21 @ 0921 I KT *Variability of the radioactive decay process (counting error) at the 95% confidence level, 1.96 sigma. Codes : (T) = Total (D) = Dissolved (S) = Suspended (R) = Total Residual (AR)= As Received <=Less Than File: 21M02537 Rl. pdf An Employee-Owned Company Page 2 of 5 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 103 Basalt Water Conservancy District (BWCD) Agreement BASALT WATER CONSERVANCY DISTRICT WATER ALLOTMENT CONTRACT NO . 775 Pursuant to C.R.S. § 37-45-131 NORDIC GARDENS LAND FUND, LLC, a Colorado limited liability company ("Applicant") has applied to the Basalt Water Conservancy District ("District") a political subdivision of the State of Colorado, organized pursuant to and existing by virtue of Section 37- 45-101, Colorado Revised Statutes, et se q., for an allotment contract for beneficial use of water rights owned, leased, or hereafter acquired by the District ("Contract"). By execution of this Contract, Applicant agrees to the following terms and conditions and those certain terms and conditions set forth in the attached Order, which is fully incorporated as a part of this Contract: 1. QUANTITY: In consideration of the covenants and conditions herein contained, Applicant shall be entitled to receive and apply to beneficial use 0.033 cubic feet of water per second from the District's direct flow rights and 1.5 acre feet per year of storage or other augmentation water owned or controlled by the District. Applicant shall restrict actual diversions and consumptive use under this Contract to these amounts. The Contract amount is based on the water requirements table attached hereto as Exhibit A. Any increase or change in the water requirements to be served by the District will require an amendment to the subject Contract. 2. SOURCE OF ALLOTTED WATER: Water rights allotted pursuant to this Contract shall be from the District's water rights decreed to the Basalt Conduit, Landis Canal, Stockman's Ditch Extension, Troy and Edith Ditch, Robinson Ditch, or other water rights hereafter acquired by the District, including the District's right to receive storage water from Ruedi Reservoir and Green Mountain Reservoir. The District shall have the right to designate the water right or Decree of the District from which the Applicant's allotted rights shall be obtained. The Applicant's use of any of the District's water rights shall be subject to any and all terms and conditions imposed by the Water Court on the use of the District's said rights. Exchange or augmentation releases made from the District's storage rights in Ruedi or Green Mountain Reservoirs or other works and facilities of the District shall be delivered to the Applicant at the outlet works of said storage facility and release of water at such outlet works shall constitute full performance of the District's delivery obligation. Delivery of water from the District's storage rights in Ruedi or Green Mountain Reservoir shall be subject to the District's lease contract with the United States Bureau of Reclamation and any rules and regulations promulgated pursuant thereto. Releases from other facilities available to the District shall be subject to the contracts, laws, rules, and regulations governing releases therefrom. Furthermore, the District hereby expressly reserves the right to store water and to make exchange releases from structures that may be built or controlled by the District in the future, so long as the water service to the Applicant pursuant to this agreement is not impaired by said action. 1 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 104 3. At Applicant's request, this water allotment contract supply and Applicant's structure(s) benefited hereunder have been included in the District's umbrella plan for augmentation decreed in Case No. 02CW77 ("Umbrella Plan"). Applicant agrees to pay $1,200.00 for inclusion in the Umbrella Plan contemporaneously with acceptance of this Order, unless otherwise agreed in writing by the parties, which amount is based on and limited to the type(s) and amount of water use made by Applicant as detailed in Exhibit A to this Water Allotment Contract. 4. PURPOSE AND LOCATION OF USE: Applicant will use the water rights allotted pursuant to this Contract for beneficial purposes by diversion at Applicant's point of diversion under the District's direct flow water rights and/or for use by augmentation or exchange. Applicant will use the water allotted by the District within or through facilities or upon lands owned, operated, or served by Applicant, which lands are described on Exhibit B attached hereto and incorporated herein by this reference; provided that the location and purpose of Applicant's use of said water shall be legally recognized and permitted by the applicable governmental authority having jurisdiction over the property served. Applicant's contemplated usage for the water allotted hereunder is for the following use or uses: __ Domestic/Municipal __ Industrial _X_Commercial __ Agricultural __ Other It is acknowledged that certain locations within the District may not be susceptible to service solely by the District's water rights allotted hereunder or the District's said water rights may not satisfy Applicant's needs and purposes. To the extent that service cannot be achieved by use of the District's allotted water rights, or in the event said service is inadequate, Applicant may utilize such other water rights, by way of supplementing the District's water rights, or otherwise, as is necessary to assure water service sufficiently reliable for Applicant's intended purpose or purposes . All lands, facilities and areas served by water rights allotted hereunder shall be situated within the boundaries of the District. Any quantity of the Applicant's allocation not delivered to or used by Applicant by the end of each water year shall revert to the water supplies of the District. Such reversion shall not entitle Applicant to any refund of payment made for such water. Water service provided by the District shall be limited to the amount of water available in priority at the original point of diversion of the District's applicable water right and neither the District, nor those entitled to utilize the District's decrees, may call on any greater amount at new or alternate points of diversion. The District shall request the Colorado State Engineer to estimate any conveyance losses between the original point and any alternate point and such estimate shall be deducted from this amount in each case. The District, or anyone using the District's decrees, may call on any additional sources of supply that may be available at an alternate point of diversion, but not at the original point of diversion, only as against water rights which are junior to the date of application for the alternate point of diversion. 2 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 105 In the event the Applicant intends to institute any legal proceedings for the approval of an augmentation plan and/or any change to an alternate point of diversion of the District's water right to allow the Applicant to utilize the water allotted hereunder, the Applicant shall give the District written notice of such intent. In the event the Applicant develops and adjudicates an alternate point of diversion and/or an augmentation plan to utilize the water allotted hereunder, Applicant shall not be obligated to bear or defray any legal or engineering expense of the District incurred by the District for the purpose of developing and adjudicating a plan of augmentation for the District. In any event, the District shall have the right to approve the Applicant's application for change of water right, and/or augmentation plan or other water supply plan involving the District's rights, and the Applicant shall provide the District copies of such application and of all pleadings and other papers filed with the Water Court in the adjudication thereof. The District reserves the exclusive right to review and approve any conditions which may be attached to judicial approval of Applicant's use of the District's water rights allotted hereunder. Applicant agrees to defray any out-of-pocket expenses incurred by the District in connection with the allotment of water rights hereunder, including, but not limited to, reimbursement of legal and engineering costs incurred in connection with any further water rights adjudication necessary to allow Applicant's use of such allotted water rights; provided, however, in the event any such adjudication involves more of the District's water rights than are allotted pursuant to this Contract, Applicant shall bear only a pro rata portion of such expenses. Applicant shall be solely responsible for providing the structures, works and facilities, if any, necessary to utilize the District's water rights allotted hereunder for Applicant's beneficial use. 5. PAYMENT: Applicant shall pay annually for the water service described herein at a price to be fixed annually by the Board of Directors of the District for such service. Payment of the annual fee shall be made, in full, within fifteen (15) days after the date of a notice from the District that the payment is due. Said notice will advise the Applicant, among other things, of the water delivery year to which the payment shall apply and the price which is applicable to that year. If a payment is not made by the due date, a late fee of $50 (or such other amount as the Board may set from time to time) will be assessed and final written notice of the delinquent account and late fee assessment will be sent by the District to the Applicant at Applicant's address set forth below. If payment is not made within thirty (30) days after said final written notice, the District may, at its option, elect to terminate all of the Applicant's right, title, or interest under this Contract, in which event the water right allotted hereunder may be transferred, leased or otherwise disposed of by the District at the discretion of its Board of Directors . In the event water deliveries hereunder are made by or pursuant to agreement with some other person, corporation, quasi-municipal entity, or governmental entity, and in the event the Applicant fails to make payments as required hereunder, the District may, at its sole option and request, authorize said person or entity to curtail the Applicant's water service 3 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 106 pursuant to this Contract, and in such event neither the District nor such persons or entity shall be liable for such curtailment. 6. APPROPRIATION OF FUNDS: The Applicant agrees that so long as this Contract is valid and in force, Applicant will budget and appropriate from such sources of revenues as may be legally available to the Applicant the funds necessary to make the annual payments in advance of water delivery pursuant to this Contract. The Applicant will hold harmless the District and any person or entity involved in the delivery of water pursuant to this Contract, for discontinuance in service due to the failure of Applicant to maintain the payments herein required on a current basis. 7. BENEFIT OF CONTRACT: The water right allotted hereunder shall be beneficially used for the purposes and in the manner specified herein and this Contract is for the exclusive benefit of the Applicant and shall not inure to the benefit of any successor, assign, or lessee of said Applicant without the prior written approval of the Board of Directors of the District. Upon the sale of the real property to which this Contract pertains, Applicant has a duty to make the buyer aware of this Contract and the need to assign the Contract to the buyer. However, prior written approval of the Board of Directors of the District is required before the assignment is effective. Payment of an assignment fee in an amount determined by the Board shall be required as a prerequisite to approval of the assignment. In the event the water right allotted hereunder is to be used for the benefit ofland which is now or will hereafter be subdivided or otherwise held or owned in separate ownership interest, the Applicant may assign the Applicant's rights hereunder only to a homeowners association, water district, water and sanitation district or other special district, or other entity properly organized and existing under and by virtue of the laws of the State of Colorado, and then only if such association, entity or special district establishes to the satisfaction of the Basalt Water Conservancy District that it has the ability and authority to assure its performance of the Applicant's obligations under this Contract. In no event shall the owner of a portion, but less than all, of the Applicant's property to be served under this Contract have any rights hereunder, except as such rights may exist through a homeowners association or special district as above provided . Any assignment of the Applicant's rights under this Contract shall be subject to and must comply with such requirements as the District has adopted or may hereafter adopt regarding assignment of Contract rights and the assumption of Contract obligations by assignees and successors, provided that such requirements shall uniformly apply to all allottees receiving District service. The restrictions on assignment as herein contained shall not preclude the District from holding the Applicant, or any successor to the Applicant, responsible for the performance of all or any part of the Applicant's covenants and agreements herein contained. 4 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 107 8. OTHER RULES: Applicant's rights under this Contract shall be subject to the Water Service Plan as adopted by the District and amended from time to time; provided that such Water Service Plan shall apply uniformly throughout the District among water users receiving the same service from the District. Applicant shall also be bound by all applicable law, including, for example, the provisions of the Water Conservancy Act of the State of Colorado, the Rules and Regulations of the Board of Directors of the District, the plumbing advisory, water conservation, and staged curtailment regulations, if any, applicable within the County in which the water allotted hereunder is to be used, together with all amendments of and supplements to any of the foregoing. 9. CURTAILMENT OF USE : The water service provided hereunder is expressly subject to the provisions of that certain Stipulation in Case No . 81CW253 on file in the District Court in Water Division 5 of the State of Colorado, which Stipulation provides, in part, for the possible curtailment of out-of-house municipal and domestic water demands upon the occurrence of certain events and upon the District giving notice of such curtailment, all as more fully set forth in said Stipulation. 10. OPERATION AND MAINTENANCE AGREEMENT: Applicant shall enter into an "Operation and Maintenance Agreement" with the District if and when the Board of Directors finds and determines that such an agreement is required by reason of additional or special services requested by the Applicant and provided by the District or by reason of the delivery or use of water by the Applicant for more than one of the classes of service which are defined in the Rules and Regulations of the Board of Directors of said District. Said agreement may contain, but not be limited to, provision for water delivery at times or by means not provided within the terms of standard allotment contracts of the District and additional annual monetary consideration for extension of District services and for additional administration, operation and maintenance costs, or for other costs to the District which may arise through services made available to the Applicant. 11. CHANGE OF USE: The District reserves the exclusive right to review and approve or disapprove any proposed change in use of the water right allotted hereunder. Any use other than that set forth herein or any lease or sale of the water or water rights allotted hereunder without the prior written approval of the District shall be deemed to be a material breach of this Contract. 12 . PRIOR RESOLUTION: The water service provided hereunder is expressly subject to that certain Resolution passed by the Board of Directors of the District on September 25, 1979, and all amendments thereto, as the same exists upon the date of this application and allotment Contract. 13 . NO FEE TITLE: It is understood and agreed that nothing herein shall give the Applicant any equitable or legal fee title interest or ownership in or to any of the water or water rights of the District, but that Applicant is entitled to the right to use the water right allotted hereunder, subject to the limitations, obligations and conditions of this Contract. 5 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 108 14 . COMPLIANCE WITH SECTION 404 OF THE CLEAN WATER ACT. Applicant shall comply with Section 404 of the Clean Water Act and consult with the Army Corps of Engineers to complete any Section 404 compliance that may be required as a result of the construction of any facilities necessary to use contract water. 15 . CONSERVATION PRACTICES: Applicant shall implement and use commonly accepted conservation practices with respect to the water and water rights allotted hereunder and shall be bound by any conservation plan hereafter adopted by the District, as the same may be amended from time to time . 16. WELL PERMIT: If Applicant intends to divert through a well, then Applicant must provide to District a copy of Applicant's valid well permit before the District is obligated to deliver any water hereunder, and it is the Applicant's continuous duty to maintain a valid well permit. Applicant shall also comply with all restrictions and limitations set forth in the well permit obtained from the Colorado Division of Water Resources. Applicant must comply with the well-spacing requirements set forth in C.R.S. § 37-90-137, as amended, if applicable . Compliance with said statutory well-spacing criteria shall be an express condition of the extension of service hereunder, and the District shall in no way be liable for an Applicant's failure to comply. Applicant agrees to mark the well in a conspicuous place with the permit number. 17. MEASURING DEVICE OR METER : Applicant agrees to provide, at its own expense, a totalizing flow meter with remote readout to continuously and accurately measure at all times all water diverted pursuant to the terms of Applicant's water right and the terms of this Contract. On or before November 15 of each year, Applicant will provide accurate readings from such device or meter (recorded on a monthly basis for the period November 1 through October 30 of each year) to District, the Division Engineer and Water Commissioner. Applicant acknowledges that failure to comply with this paragraph could result in legal action to terminate Applicant's diversion of water by the State of Colorado Division of Water Resources. By signing this Contract, Applicant hereby specifically allows District, through its authorized agent, to enter upon Applicant's property during ordinary business hours for the purposes of determining Applicant's actual use of water. 18 . CONTRACT TERMINATION: A. Termination by District: 1. The District may terminate this Contract for any violation or breach of the terms of this Contract by Applicant, or Applicant's breach of any other contract with the District. 2. The District may terminate this Contract if, in its discretion, any judicial or administrative proceedings initiated by Applicant threaten the 6 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 109 District's authority to contract for delivery or use of the District's water rights, or threaten the District's permits, water rights, or other interests of the District. B. Termination by Applicant: 1. Applicant may terminate this Contract in its entirety for any rea son by notifying the District in writing of the termination on or before April 1. Notice by said date will prevent the Applicant's liability for the next annual contract charge. 19. RECORDING OF MEMORANDUM: In lieu of recording this Water Allotment Contract, a Memorandum of Water Allotment Contract will be recorded with the Garfield County Clerk and Recorder's Office . The costs of recording the Memorandum shall be paid by Applicant. Applicant's Addres s: 2340 County Road 100 Carbondale, CO 81623 Telephone No.: (970) 379-3307 E-mail: kfkeating@ gmail.com STATE OF ............. ~-==~d0-' __ ) /}. ) ss. APPLICANT: NORDIC GARDENS LAND EUND, LLC, couNTY OF v,.,,Jw •. t:41vL ) Subscribed and sworn to before me this :J... ?/ ay of September, 2021, by Keith Keating as Managing Member for Nordic Gardens Land Fund, LLC, a Colorado limited liability company. WITNESS my hand and officia My commission expires : -·"""'O_,_~~~+--"'--'-+-"-'----'--"--=-) __ 7 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 110 Water User: Nordic Gardens Land Fund, LLC Analvsis Date : Julv 30, 2021 District Area: A-4 Source Series: 4 Maximum Demand: 15.0 0.033 (GPM) (CFS) Total Demand (1) (2) (3) (4) Domestic Commercial Lawn Crop Month In-house Use lrriqation lrriqation January 0.000 0.033 0.000 0.000 February 0.000 0.031 0.000 0 000 March 0000 0.033 0000 0 000 April 0 000 0.032 0.061 0 000 May 0.000 0.033 0.306 0.000 June 0 000 0.032 0.380 0 000 July 0.000 0.033 0.363 0.000 August 0.000 0.033 0.221 0 000 September 0.000 0.032 0.202 0000 October 0.000 0.033 0.072 0.000 November 0.000 0.032 0.000 0.000 December 0.000 0.033 0.000 0.000 TOTALS--> 0 000 0.393 1.605 0 000 (1) NUMBER OF RESIDENCES # persons/residence # qallons/oerson/dav (2) Commercial/Other Demand (af) 350 gpd (3) Sq. Ft. of Lawn Irrigated Lawn Application Rate (af/ac) (4) Acres of Crop Irrigated Crop Application Rate (af/ac) BASALT WATER CONSERVANCY DISTRICT WATER REQUIREMENTS (5) Livestock 0.000 0.000 0 000 0 000 0 000 0 000 0.000 0.000 0.000 0 000 0 000 0 000 0.000 0 3.5 100 0.393 27,400 2.586 0.00 0.000 (acre feet) (6) TOTAL 0.033 0.031 0.033 0.093 0.339 0.412 0.396 0.255 0.234 0.105 0 032 0 033 1.998 Assumptions AF Consumptive Use (7) (8) (9) (10) Domestic Commercial Lawn Crop In-house Use lrriqation lrriqation 0.000 0.005 0.000 0 000 0.000 0.005 0.000 0.000 0.000 0.005 0.000 0.000 0000 0.005 0.049 0.000 0000 0.005 0.245 0.000 0000 0.005 0.304 0.000 0.000 0.005 0.290 0 000 0.000 0.005 0.177 0.000 0.000 0.005 0.161 0.000 0 000 0.005 0.058 0.000 0 000 0.005 0.000 0.000 0 000 0.005 0.000 0.000 0.000 0.059 1.284 0.000 (5) # of Livestock @ 11 gals/day (7) % CU for Domestic/Commercial (9) % Lawn lrrig. Efficiency Consumption of lrrig. (af/ac) (10) % Crop lrrig. Efficiency Consumption of lrrig. (af/ac) (9-10) Elevation (feet) *(12), (13) Total Includes 5% Transit Loss 10% from Green Mtn. (11) (12)* (13)* (14) Delayed Source of Livestock TOTAL Depletions Auq/Replace 0 000 0.006 0.088 GNM 0 000 0.005 0.085 GNM 0.000 0.006 0.084 GNM 0.000 0.060 0.091 GNM 0.000 0.277 0.127 GNM 0.000 0.343 0.167 GNM 0 000 0.328 0.184 GNM 0 000 0.202 0.173 GNM 0 000 0.185 0.158 GNM 0.000 0.070 0.134 GNM 0.000 0.005 0.107 GNM 0.000 0.006 0.094 GNM 0 000 1.492 1.492 Area A-4 Existing Well Permit No. 245829 0 Roaring Fork River Well Type C 15 80 2.069 80 0.000 6260 rr1 ~ -~ -..., > 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 111 EX HIBIT B L ega l Desc ription A PARCEL OF LANO SITUATED IN GOVERliMEHT LOTS 17 .MID 21. SECTION 36. TOWNSHIP 7 SOUTH. RANGE 88 WEST OF THE SIXTH PRINCIPA L MERIDIAN, A PORTION OF GOVERNMENT LOT 14, SECTION 31. TOWNSHIP 7 SOU TH, RANGE 87 WEST OF THE SIXTH PRINCIPAL MERIDIAN AND IN GOVERNMENT LOT 1. SECTION 1. TOWNSHIP 8 SOUTH , RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN. BEING HORE PARTICULARLY DESCRIBED AS FOLLOWS : BEGINNING AT THE NORTHEAST CORNER OF SAID SECTION 1 ALSO BEING THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 1 AND BEING THE SOUTHEAST CORNER OF SAID LOT 21; THENCE s . 49 DEGREES 35' oo · w. A DISTANCE OF 1440 . 63 FEET : THENCE N. 11 DEGREES 15 ' 19 " E. A DISTANCE OF 1518.13 FEET; THENCE N. 32 DEGREES 24 ' 47" W. A DISTANCE OF 144.17 FEET ; THENCE N. 65 DEGREES 19 ' 05 " W. A DISTANCE OF 101.49 FEE T: THENCE N. 10 DEGREES 13 ' 55 ° W. A DISTANCE OF 210.22 FEET TO A POIN T ON THE SOUTHERLY RIG HT-OF-WAY LINE OF THE DENVER AND RIO GRANDE WESTERN RAILROAD; THENCE ALONG SAID SOUTHERLY RIGHT -C1f --WAY N. 81 DEGREES 22' 43 " E. A DISTANCE OF 1533 .00 FEET TO A POINT ON THE EAS T LINE OF SAID LOT 14 ; THENCE ALONG SAID EAST LINES . 00 OEGREES 30' 00 " E. A DISTANCE OF 431 .39 FEET TO THE SOUTHEAST CORNER OF SAID LOT 14 ; THENCE ALONG THE SOUTH LINE OF SAID LOT 14 S. 89 DEGREES 10 ' 00 " W. A DISTANCE OF 512 .04 FEET TO THE SOUTHWEST CORNER OF SAID LOT 14 ALSO BEING THE NORTHEAS T CORNER OF SA I D LOT 21 AND A POINT ON THE EAST LINE OF SAID SECTION 36 ; THENCE S. 00 DEGREES 00 ' 33 " W. ALONG SAID EAS T LINE A DIS TANCE OF 716.86 FEET ro THE POIN T OF BEGINNING. COUNTY OF GARFIELD STA TE OF COLORADO 9 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 112 ORDER GRANTING APPLICATION FOR ALLOTMENT CONTRACT NORDIC GARDENS LAND FUND, LLC CONTRACT NO. 775 Application having been made by or on behalf of NORDIC GARDENS LAND FUND, LLC, a Colorado limited liability company, and hearing on said Application having been duly held, it is hereby ordered that said Application be granted and that the attached Water Allotment Contract for 0.033 cubic feet of water per second from the District's direct flow rights and 1.5 acre feet per year of storage/augmentation water owned or controlled by the District is hereby approved and executed by and on behalf of the Basalt Water Conservancy District, for the beneficial use of the water allotted in the attached Contract, upon the terms, conditions and manner of payment as therein specified and subject to the following specific conditions: 1. The Applicant has acknowledged that the land to be benefited by the attached Contract is described on Exhibit A attached hereto and incorporated herein by this reference . 2. In the event of the division of the property served by this Contract into two or more parcels owned by different persons, the Applicant shall establish a homeowners association or other entity acceptable to the District for the ongoing payment of charges due under the approved Contract following subdivision of the property. The Applicant shall give notice to purchasers of all or any part of the subject property of the obligation of this Contract and shall record such notice in the record s of the Clerk and Recorder of Garfield County, Colorado. Applicant and their successors and assigns shall comply with all rules and regulations now existing or hereafter adopted by the District, including enforcing payment of charges due under the approved Contract by present and future owners of all or any part of the real property served under this Contract. 3. Any allotment of less than 1.0 acre foot of storage water in Paragraph 1 of the attached Contract shall be deemed 1.0 acre foot for purposes of establishing the annual water service charge for such water allotment. 4. The Applicant shall provide the District proof that the proposed land use of the land to be benefited by the water allotted hereunder has been approved by the applicable governmental authorities having jurisdiction over such land use, including evidence satisfactory to the District that each lot or parcel to be benefited hereunder is legally subdivided. 5. Any well permits issued on the basis of this Contract shall be applied for and issued in the nam~ of the Applicant. 6. This Contract is conditioned upon and water may be delivered hereunder only in conformity with a water rights plan of augmentation decreed by the Water Court of Water Division No. 5, including Case No. 02CW77. Any and all conditions imposed upon the release and diversion of the water allotted hereunder in the decree of said Water Court shall be incorporated herein as a condition of approval of this Contract. Granting of this Allotment -1 - 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 113 Contract does not constitute the District's representation that the Applicant will receive a well permit or water rights decree for the land to be benefited hereby. 7. If Applicant intends to divert water through a well or wells , Applicant shall provide the District a copy of Applicant's valid well permit for each such well before the District is obligated to deliver water for the benefit of Applicant hereunder. Applicant must comply with the well-spacing requirements set forth in C.R.S. § 37-90-137, as amended, if applicable. Compliance with said statutory well-spacing criteria shall be an express condition of the extension of service hereunder, and the District shall in no way be liable for an Applicant's failure to comply. Approved this 14th day of September, 2021. NCY DISTRICT President Attest: - 2 - 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 114 Water Distribution Plan Please see Exhibit C EXHIBIT A Legal Description A PARCEL OF LAND SITUATED IN GOVERl~M£KT LOTS 17 AND 21. SECTION 36. TOWNSHIP 7 SOUTH. RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN. A PORTION OF GOVERNMENT LOT 14, SECTION 31, TOWNSHIP 7 SOUTH. RANGE 87 WEST OF THE SIXTH PRINCIPAL MERIDIAN AND IN GOVERNMENT LOT 1, SECTION 1. TOWNSHIP 8 SOUTH, RANGE B8 WEST OF THE SIXTH PRINCIPAL MERIDIAN, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SECTION 1 ALSO BElNG THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 1 AND BEING THE SOUTHEAST CORNER OF SAID LOT 21: THENCE s. 49 DEGREES 35 ' oo · w. A DISTANCE OF 1440 . 63 FEET: THENCE N. 11 DEGREES 15 ' 19" E. A DISTANCE OF 1518.13 FEET: THENCE N. 32 DEGREES 24' 47" W. A DISTANCE OF 144.17 FEET; THENCE N. 65 DEGREES 19' 05~ W. A DISTANCE OF 101.49 FEET : THENCE N. 10 DEGREES 13' 55 " W. A DISTANCE OF 210.22 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF THE DENVER AND RIO GRANDE WESTERN RAILROAD; THENCE ALONG SAID SOUTHERLY RIGHT ~)F -WAY N. 81 DEGREES 22 ' 43 " E. A DISTANCE OF 1533.00 FEET TO A POINT ON THE EAST LINE OF SAID LOT 14 ~ THENCE ALONG SAID EAST LINES . 00 OEGREES 30' 00" E. A DISTANCE OF 431 .39 FEET TO THE SOUTHEAST CORNER OF SAID LOT 14: THENCE ALONG THE SOUTH LINE OF SAID LOT 14 S . 89 DEGREES 10 · 00" W. A DISTANCE OF 512.04 FEET TO THE SOUTHWEST CORNER OF SAID LOT 14 ALSO BEING THE NORTHEAS T CORNER OF SAID LOT 21 AND A POINT ON THE EAST LINE OF SAID SECTION 36 ; THENCE s. 00 DEGREES oo· 33 " w. ALONG SAID EAST LINE A DISTANCE OF 716.86 FEET TO THE POINT OF B£GINHIHG. COUNTY OF GARFIELD STATE OF COLORADO •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• • • • • • • • • • • • • • • • • • • •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• 33 Four Wheel Drive Road Carbondale, CO 81623 970.309.5259 carla.ostberg@gmail.com November 20, 2019 Project No. C1472 Keith Keating kfkeating@gmail.com Subsurface Investigation and Onsite Wastewater Treatment System Design Office and Future Shop 2340 CR 100 Garfield County, Colorado Keith, CBO Inc. performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 35.02-acre property is located outside of Carbondale, in an area where OWTSs and wells are necessary. Designed documents have been updated to better accommodate elevations on the property. Documents dated October 19, 2019 should be discarded and replaced with design documents dated November 20, 2019. Legal Description: Section: 36 Township: 7 Range: 88 A PARCEL OF LAND IN GOVERNMENT LOTS 17 AND 21, A PORTION OF GOVERNMENT LOT 14, SEC. 31, TWN 7, RNG 87, AND IN GOVENMENT LOT 1, SEC. 1, TWN 8, RNG 88. Parcel ID: 2393-364-00-267 SITE CONDITIONS The property is currently developed with a mobile home set on a permanent foundation used as an office. The office is currently served by a vault which must be pumped periodically. A future shop is proposed to the east of the existing office. The remaining property is used as a storage yard for landscaping materials and excavation equipment. The office is used for full time (8-hour) office employees in addition to employees that begin and end the day at the property but typically work off-site. Anticipated occupancy includes 2 office employees, 4 off-site employees, and 2 shop employees. Fixtures in the office include a toilet and sink. Fixtures in the future shop will also include a toilet and sink. There is a desire to upgrade the existing vault system that must be pumped periodically to an OWTS consisting of both a septic tank and soil treatment area (STA). The property lies on the south side of County Road 100. A ditch enters the property from the north and another from the east. The two ditches join together to the east of the office and bisect the northern portion of the property from east to west. No OWTS component will come within 50-feet of the ditch. A Railroad Right of Way encompasses the northern portion of the property. A private well is located south of the Railroad Right of Way, to the west of the entrance to the property. The septic tank will be located at least 50-feet from the proposed septic tank and 100-feet from the STA. No sewer line will come within 50-feet of the well. The proposed STA location is relatively flat and will require mounding to high seasonal groundwater. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 115 Wastewater Management and System Plan (4-203.N) Subsurface Investigation and Onsite Wastewater Treatement System Design (The following design can accomodate 20 on site employees, but is currently being updated to align with the traffic study findings, which note a maximum employee occupancy of 26.) CBO IN<. Page 2 There should be no traffic or staging of material over the future STA site to avoid compaction of soils prior to construction of the STA. SUBSURFACE The subsurface was investigated on September 16, 2019 by digging two soil profile test pit excavations (Test Pits). A visual and tactile soil analysis was completed by Carla Ostberg at the time of excavation.1 The materials encountered in the Test Pit #1 consisted of sandy loam topsoil to 2.0-feet, underlain by medium brown sand and cobbles (exceeding 35% volume) to a maximum depth explored of 5.5-feet. Groundwater was encountered at 5-feet below grade. The materials encountered in Test Pit #2 were consistent with those encountered in Test Pit #1. Groundwater was encountered at 5-feet below grade. A tactile analysis of the soils was taken from Test Pit #1 at 3-feet below grade. Soil structure grade was loose. The soil formed a ball but no ribbon. Soil structure shape was single-grain and consistence was loose. Soil texture was gritty. We are estimating high seasonal groundwater at 2-feet below grade for the purpose of this design. STA sizing is based on Soil Type R-0. A pressure dosed sand filter with minimum 3-feet of sand filter material, partially mounded, is proposed. A long term acceptance rate (LTAR) of 0.8 gallons per square foot will be used to design the OWTS. Digging test pits profile Test Pit #1 1 Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 116 Page 3 2-feet of topsoil underlain by sand and cobbles Groundwater at 5-feet 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 117 Page 4 DESIGN SPECIFICATIONS The existing septic tank serving as a vault will be abandoned by pumping and crushing the top, sides, and bottom and filling the void with onsite materials or by removing. Design Calculations: 4 office/shop employees + 4 offsite employees beginning and ending the day at the property Toilet/sink in office + toilet/sink in future shop 8 employees x 15 GPD/employee = 120 GPD Using Average Design Flow = 300 GPD LTAR = 0.8 GPD/SF (unlined sand filter, secondary sand) 300 GPD / 0.8 GPD/SF = 375 SF The new OWTS design is based on an average daily wastewater flow of 300 GPD, which is equivalent to a 2-bedroom residence. For the purposes of this OWTS design, Benchmark Elevation has been established as 100’ at the finished floor of the office. CBO Inc. should be notified of any discrepancies or problems with grade elevations of proposed components during installation of the OWTS. The site plan provided did not include elevations or topography. Elevations must be shot prior to installation of OWTS components. See Sheet C1 Sewer Profile for elevations. OWTS Component Minimum Elevation Primary Tank Inlet Invert 94.58’ Primary Tank Outlet Invert 94.33’ Pump Tank Invert 91.35’ Infiltrative Surface of Mounded Sand Filter 94’ The 4-inch diameter sewer line exiting the office must have a double-sweep clean out and a minimum 2% grade to the septic tank. The sewer line will run under the driveway. We recommend minimum Schedule 40 or a minimum Schedule 40 encasement pipe under the driveway. The system installation will include a 1000-gallon, two-compartment Valley Precast concrete septic tank with an effluent filter on the outlet tee. Deadmen should be used to anchor the septic tank if high seasonal groundwater is anticipated within 2-feet of the top of the septic tank. Water-tight risers and lids must be used to bring access to grade. A 4-inch sewer line (Schedule 40 required under all driveways and traffic areas) exiting the septic tank must have a minimum 1% grade to the pump tank. Clean outs must be installed at least every 100-feet on this section of sewer line. A 500-gallon, single-compartment concrete pump tank with an Orenco® Biotube Pump Vault and an Orenco® PF3005 pump must be installed near the STA. Deadmen should be used to anchor the septic tank if high seasonal groundwater is anticipated within 2-feet of the top of the septic tank. Water-tight risers and lids must be used to bring access to grade. The floats should be set to dose approximately 70 gallons each pump cycle, allowing approximately 5 gallons of drain back after each pump cycle. The control panel for the pump must be located within line of sight of the septic tank. We recommend Valley Precast out of Buena Vista be contracted for start-up of the pumping system. The 1.5-inch diameter pump line must maintain a minimum 1% slope for drain back to the septic tank after each pump cycle. Effluent will be pressure dosed through a 1.5-inch diameter pump line to a partially mounded, 12’ x 32’ unlined sand filter with a minimum of 3-feet of sand filter material. The area must be over-excavated to 2- 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 118 Page 5 feet below native grade. Sand filter material must be clean, coarse sand, all passing a screen having four meshes to the inch. The sand must have an effective size between 0.15 and 0.60 mm. The uniformity coefficient must be 7.0 or less. Material meeting ASTM 33, for concrete sand, with three percent or less fines passing 200 mesh sieve may be used. A gradation of the sand media must be provided. Laterals will be connected with a 1.5-inch diameter level manifold. Laterals used to disperse the effluent must be surrounded by washed coarse screened gravel or crushed stone (minimum 6-inches below and minimum 2-inches above laterals). All of the gravel or stone must pass a 2 ½-inch screen and must be retained on a ¾-inch screen. Laterals must be 1.5-inches in diameter with 5/32-inch diameter orifices facing down, spaced 2-feet on center (OC). We recommend Orenco® Orifice Shields be installed on the laterals at each orifice. Laterals will begin 2-feet from the edges of the filter, with 4-feet between each lateral. Each 1.5-inch diameter lateral must end in a sweeping ell facing up with a ball valve for flushing. A soil separation fabric should be placed over the gravel layer followed by approximately 1-foot of topsoil or other suitable soil able to support vegetative growth. The mounded sand filter material will extend 1-feet above native grade, with approximately 2 additional feet for pipe and gravel distribution media and topsoil cover, totaling approximately 3-feet above grade. The mound must have a minimum 3:1 slope (horizontal :vertical); therefore, the basal area will extend approximately 9-feet beyond the sand filter on all sides. Soils in the sloped perimeter areas of the mound must be well draining and able to support vegetative growth. This soil must be approved by this office prior to installation. The mound must be crowned in a manner to promote drainage off of the STA. The component manufacturers are typical of applications used by contractors and engineers in this area. Alternatives may be considered or recommended by contacting our office. Construction must be according to Garfield County On-Site Wastewater Treatment System Regulations, the OWTS Permit provided by Garfield County Building Department, and this design. INSTALLATION CONTRACTOR CBO Inc. expects that the installer be experienced and qualified to perform the scope of work outlined in this design. The installer must review this design thoroughly and coordinate with our office in advance of installation. Any additional conditions in this design or county permit must be completed and documented prior to final approval of the OWTS installation. Communication between the installer and this office is expected throughout the installation. INSTALLATION OBSERVATIONS CBO Inc. must view the OWTS during construction. The OWTS observation should be performed before backfill, after placement of OWTS components. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. CBO Inc. should be notified 48 hours in advance to observe the installation. In an effort to improve the accuracy of the record drawing, we request that the installer provide a sketch of the installation, including path of the sewer lines, water line installation (if applicable), septic tank location, STA location, and measurements from building corners or another fixed objects on the property. This sketch is most easily provided on Sheet W2.0 of the OWTS Design Packet. Photographs of the installation and final cover are also requested to supplement our installation documentation. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 119 Page 6 REVEGETATION REQUIREMENTS An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire disturbed area of the OWTS installation. A mixture of native grass seed that has good soil stabilizing characteristics (but without taproots), provides a maximum transpiration rate, and competes well with successional species. No trees or shrubs, or any vegetation requiring regular irrigation shall be placed over the STA. Until vegetation is reestablished, erosion and sediment control measures shall be implemented and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation cover. OPERATION INFORMATION AND MAINTENANCE The property owner shall be responsible for the operation and maintenance of each OWTS servicing the property. The property owner is responsible for maintaining service contracts for manufactured units, alternating STAs, and any other components needing maintenance. Geo-fabrics or plastics should not be used over the STA. No heavy equipment, machinery, or materials should be placed on the backfilled STA. Machines with tracks (not wheels) should be used during construction of the STA for better weight distribution. Livestock should not graze on the STA. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWTS. For example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a STA. If an effluent filter or screen has been installed in the OWTS, we recommend this filter or screen be cleaned annually, or as needed. If the OWTS consists of a pressurized pump system, we recommend the laterals be flushed annually, or as needed. The homeowner should pump the septic tank every two years, or as needed gauged by measurement of solids in the tank. Garbage disposal use should be minimized, and non-biodegradable materials should not be placed into the OWTS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS. Mechanical room drains should not discharge into the OWTS. The OWTS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, weep holes must be installed to allow pump lines to drain to minimize risk of freezing. The pump shall have an audible and visual alarm notification in the event of excessively high water conditions and shall be connected to a control breaker separate from the high water alarm breaker and from any other control system circuits. The pump system shall have a switch so the pump can be manually operated. Excavation equipment must not drive on excavation of the STA due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Backfill over the STA must be uniform and granular with no material greater than minus 3-inch. LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, CBO Inc. should be notified. All OWTS construction must be according to the county regulations. Requirements not specified in this report must follow applicable county regulations. The contractor should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Licensing of Systems Contractors may be required by county regulation. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 120 Page 7 11-24-2019 Please call with questions. Sincerely, CBO Inc. Reviewed By: Carla Ostberg, MPH, REHS 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 121 Pump Selection for a Pressurized System - Single Family Residence Project C1472 / Nordic Gardens / 2340 CR 100 Parameters Discharge Assembly Size Transport Length Transport Pipe Class Transport Line Size Distributing Valve Model Max Elevation Lift Manifold Length Manifold Pipe Class Manifold Pipe Size Number of Laterals per Cell Lateral Length Lateral Pipe Class Lateral Pipe Size Orifice Size Orifice Spacing Residual Head Flow Meter 'Add-on' Friction Losses 1.25 45 40 1.50 None 3 20 40 1.50 3 30 40 1.50 5/32 2 5 None 0 inches feet inches feet feet inches feet inches inches feet feet inches feet Calculations Minimum Flow Rate per Orifice Number of Orifices per Zone Total Flow Rate per Zone Number of Laterals per Zone % Flow Differential 1st/Last Orifice Transport Velocity 0.68 48 32.5 3 0.8 5.1 gpm gpm % fps Frictional Head Losses Loss through Discharge Loss in Transport Loss through Valve Loss in Manifold Loss in Laterals Loss through Flowmeter 'Add-on' Friction Losses 7.4 2.7 0.0 0.3 0.1 0.0 0.0 feet feet feet feet feet feet feet Pipe Volumes Vol of Transport Line Vol of Manifold Vol of Laterals per Zone Total Volume 4.8 2.1 9.5 16.4 gals gals gals gals Minimum Pump Requirements Design Flow Rate Total Dynamic Head 32.5 18.6 gpm feet 0 5 10 15 20 25 30 35 40 0 50 100 150 200 250 300 Net Discharge (gpm) PumpData PF3005 High Head Effluent Pump 30 GPM, 1/2HP 115/230V 1Ø 60Hz, 200V 3Ø 60Hz PF3007 High Head Effluent Pump 30 GPM, 3/4HP 230V 1Ø 60Hz, 200/460V 3Ø 60Hz PF3010 High Head Effluent Pump 30 GPM, 1HP 230V 1Ø 60Hz, 200/460V 3Ø 60Hz PF3015 High Head Effluent Pump 30 GPM, 1-1/2HP 230V 1Ø 60Hz, 200/230/460V 3Ø 60Hz Legend System Curve: Pump Curve: Pump Optimal Range: Operating Point: Design Point: 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 122 '-'- '- 1,--... 1-.1-.._, i..i-i...-i-i-i...-i-i-i..i-1....-1- h I\ r,.. r,.. r,.. I\ i-i..i-i-l!-l-~1'.-1,-1 '-~'-i-~~~ r,.. ~ 1 I r',. 0 0 Al-UtPrSswr PROFILEBYNO. DATEPROJECT NO.REVISIONDRAWN:CHECKED:DATESCALERB Civil LLCPhone (970) 471-1103www.rbcivil.com79 Ermine LaneCarbondale, Colorado 81623C1472NORDIC GARDENS2340 CR 100GARFIELD COUNTY, COLORADOSEWER PROFILERABRAB1" = 40'11/24/2019C1C:\CIVIL\Project CBO\C1472 Nordic Gardens OfFuSh\Dwg\C1472 Nordic OWTS Profile-RBC.dwg, 11/24/2019 2:39:18 PM, DWG To PDF.pc32340 County Road 100 - Nordic Gardens Land Fund, LLC: 123 101 100 99 98 97 96 95 94 93 92 91 4+20 4+00 l I I I . 1.5" PIPE INVERT @ MANIFOLD. VERIFY r GRADE, 1% MIN. I DRAIN B CK TO PUMP TANK ......... STA: 3+40.95 I ¥1it/til.j ELEV:91.35 I I ~UMP~IPE~ ·81,>-~l(J) rri ": (J) ~ (J) 3+50 f"ll'° ...... I')...: (J) (J) 3+00 . "! "I'° I') N (J) (J) 2+50 -r r 1 BENCHMARK ELEV: 100.00 I I I I I ··1. I iTA:0-fjOO. " ELEVj96 I I I l 4 PIPE INVE STA:0+27 0 I I PPROX. PloPosrn GR TANK INLET pf~f~'N J5 I I 1--i--~:i-!. : Q· . Ill I -1.00% NI'° '<I'~ (J) (J) 4" PIPE INVERT r-:1~ st-rri (J) (J) ...... ~I'° I{) • (J) I') (J) . "! '°I'° I{) v (J) (J) Ill I w 0 . ~1~ 0 tO ~ (J) 101 100 99 98 97 96 95 ·-2.00% 94 93 92 2+00 1+50 1+00 0+50 0+00 -0+15 ;· 0 (IN FEET) 1 inch=4 ft VERTICAL 11/24/2019 !GROUND ELEVS BY CONTRACTOR I RAB 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 124 N ~ ------/ ...--DITCH / ~ O' 25' 50' Scale: 1" = 50'=0" I / ~ ; " ---0 ,;;o-FooT I \ \!!!Vy _ I_ BACK FROM DITCH I \ - --!NL----=------oo· 'LJ;J.,,i.---~ --ETTNIIERTI! --____ ___, _,,;>" ~ OUTLETIN T(El4.58'L 1 / t-~-~------, __ ------------------''~..-----i-------i1VEWA¥ ... '(9<t3' I ' \\ = I ' ./1\ I [l \ -I C:: ~ ;r' I ' FUTURES1-10P c -Tf"7 ~ ~~~1z::-P_:::-. @_FFIC:d___---£1ENC r.m \ I :[);:c:rNISS~H \ I ~-FOOTI ~ ETBAC ..FR I OF OFFICE OPERTY1.INEI I I 1.05') M DITCH / I ~ \~/10'SETBACK : I I THE LOCATION OF PROPOSED IMPROVEMENTS SHOWN ARE NOT THE RESULT OF A PROPERTY SURVEY THE LOCATIONS ARE APPROXIMATE IT \ IS THE HOMEOWNERS DUTY TO ENSURE ALL CONSTRUCTION AND IMPROVEMENTS LOCATIONS ARE ACCURATE. ALL SETBACK DISTANCES SHOULD BE CONFIRMED PRIOR TO EXCAVATION I I I I I I I INGS MUST BE USED IN CTION WITH DESIGN 0/19/19 i/-~: CBOlnc. N d" G d L 33 Four Wheel Drive Road or IC ar ens and Fund Carbondale, Colorado 81623 2340 CR 100 Phone 970.309.5259 Garfield County, Colorado .... , T•'-~ ca~a.ostberg@gmail.com Project Number: C1472 I : 10/19/19 : 11/20/1 ned by: CB< wed by: RB by: DD W1.0 Sheet 1 OF 4 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 125 j_ --/"'----------1/ ESTIMATED LOCATION OF WELL \ ~ ~~ELECTRICAL PANEL / ~ 0' 10' 20' Scale: 1" = 20'=0" \ 7 c::::::::1 f ~ ----\ /FENCE ~ ✓ TOE OF SLOPE fTP1 --7, --END OF EACH LATERAL IS A 90 DEG LONG 1 ---, L \ SWEEPING ELL FACING UP WITH A BALL VALVE IN A ~ \ 12 'T \ VALVEBOXACESSIBLEATGRADE V -~-' / \ ~ 12' X 32' PRESSURE DOSED UNLINED SAND FILTER \ £>' \ 1 (MIN. 3 ASTM C-33 CONCRETE SAND) WITH THREE 1.5" \ SLOP . DIA SCH-40 PVC LATERALS WITH~• DIA ORIFICES -(WITH ORIFICE SHIELD) FACING DOWN AT 2' O.C. \ \ \ \ \ L-\ / INSPECTION PORT AT EACH CORNER OF BED \ _J \ 1.5" DIA SCH-40 LEVEL MANIFOLD TOE OF SLOPE BASAL AREA EXTENDING APPROX. 9' FROM SAND FILTER , 500· s1i/c TANK HIS DRIVEW~Y EPRESENTS A 16 FOOT WIDE CCESS AND UTILITY EAS ENT: BOOK 1442 PAGE 0 PROPOSED OWT~ Jr.?JrT AREA) _,-/ ------CBO Inc. 33 Four Wheel Drive Road Carbondale, Colorado 81623 Nordic Gardens Land Fund 2340 CR 100 ,.._9 . . Phone 970.309.5259 !:;.:,:1,. ... ~1 :f!!,! carla@allserviceseptic.com Garfield County, Colorado Project Number: C1472 ------50-FOOT SETBACK FROM DITCH 1 ODO-GALLON, TWO-COMPARTMENT CONCRETE SEPTIC TANK WITH AN EFFLUENT FILTER. RISERS AND LIDS TO GRADE. ANCHOR WITH DEADMEN, IF NECESSARY. 4" DIA SCH-40 SEWER LINE (MIN 1% SLOPE TO PUMP TANK) "'-GUYWIRE OFFICE \ \ 4" DIA SDR-35 SEWER PIPE WITH CLEANOUT MIN 2% FALL TO TANK ~DITCH 0 PROPOSED OWT~ _(~~;TIC TANK) Date: 10/19/19 Revised: 11/20/191 Designed by: CBO Reviewed by: RB Drawn by: DD W2.0 Sheet 2 OF 4 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 126 CBO Inc. 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla.ostberg@gmail.com BASAL AREA OF MOUND MUST EXTEND FOR A MINIMUM 3:1 SLOPE. i I I I ,------------i32~' ----------, END EACH LA TER)..L IN A 90" LONG ~:LiE:~~~EEI~ :i~~~ ~6:ITH A ACCESSIBLE AT 1RADE 4'· I I JL 4'· I M I ~ I -----------~ 1.5" DIA SCH-40 PVC LATERALS WITH 5/32" DIA ORIFICE HOLES FACING DOWN AT 2' O.C . ... ESTIMATED HIGH SEASONAL GROUNDWATER 2' OBSERVED GROUNDWATER 5' CD MOUNDED SAN~"~jl;]ER PLAN ~-------12~-----~ 7 I 12' x 32' PRE~SURE DOSED UNLINED SAND FIL TE~ (MIN. 3' ASTM C-33 CONCRETE l,AND) WITH THREE 1.5" DIA SCH-40 PVC LATERALS WITH 5/32" DIA ORIFICE~ (WITH ORIFICE SHIELD) FACING DOJN AT 2' O.C. ;J;~D;~ ~~!~~~~g~~K) 1.5" DIA SCHro LEVEL MANIFOLD ~g~~~~1g~1:~iT AT EACH I I _J FLUSHING VALVES INSPECTION PORT AT EACH CORNER SAND FILTER MATERIAL "SECONDARY SANO" EFFECTIVE SIZE = 0.15 -0.06 mm UNIFORMITY COEFFICIENT <7.0 % FINES PASSING #200 s1EVE9.o @MOUNDED SAN'l,,i;Jl;]ER SECTION (EXTENDING 1' ABOVE NATIVE GRADE) Nordic Gardens Land Fund 2340 CR 100 Garfield County, Colorado Project Number: C1472 Date: 10119119 Revised: 11120119 Designed by: CBO Reviewed by: RB Drawn by: DD W3.0 Sheet 3 OF 4 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 127 SLIP-ON PVC CAP DO NOT GLUE INSULATED COPPER TRACER WIRE 4" DIA SDR-35 SEWER LINE SLIP-ON PVC CAP DO NOT GLUE SPRINKLER VALVE BOX AT GRADE "li!iffli , FINISHED GRADE (_ ifilr@ STA FILTER~ MEDIA 1/4" DIA HOLE DRILLED INTO TWO SIDES OF PIPE FOR VENTILATION (BELOW SLIP ON CAP) ~~"'00 VALVE ECCENTRIC TO CENTER OF VALVE BOX FINAL GRADE 10" DIA VALVE BOX WITH SECURED LID 1.5" PVC SLIP X MALE PIPE THREAD ADAPTOR W/CAP nl \flt,"1 I e' ~ 1.5" DIA BALL VALVE -1.5" DIASCH-40 PVC LONG SWEEP 90° ELBOW t:::° -------CHAMBER END CAP -----1.5" DIA SCH-40 PVC SUSPENDED LATERAL CDCLEAN OUT DETAIL ""''°""" @INSPECTION PO~im%JAIL 0 FLUSHING VAL'-$, &ru'IL DESIGN OFFICE/ FUTURE SHOP ESTIMATED 300 GPD WASTEWATER FLOW= 300 GALLONS/DAY TANK: MIN. 1000 GALLONS USE 1000 GALLON, 2-COMPARTMENT CONCRETE SEPTIC TANK WITH AN ORENGO PUMPING SYSTEM IN THE 2ND COMPARTMENT OF THE SEPTIC TANK. SOIL TREATMENT AREA (STA): LONG TERM ACCEPTANCE RATE (LTAR) = 0.8 GAU SQ FT CALCULATED STA= Q/LTAR = 300 / 0.8 = 375 SF PRESSURE DOSED, UNLINED SAND FILTER, MOUNDED = 375 SF CHAMBERS FOOTPRINT= 12' X 32' CBO Inc. 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla.ostberg@gmail.com SOIL PROFILE TEST PIT NO. 1 2 4 5 7 8 9 10 MEDIUM BROWN TOPSOIL MEDIUM BROWN LOAMY SAND WITH COBBLES (GREATER THAN 35%) GROUNDWATER OBSERVED AT 5-FEET (DSOILS LOG 1l5rn"!l!llI Nordic Gardens Land Fund 2340CR 100 Garfield County, Colorado Project Number: C1472 SOIL PROFILE TEST PIT NO. 2 MEDIUM BROWN TOPSOIL MEDIUM BROWN LOAMY SAND WITH COBBLES (GREATER THAN 35%) GROUNDWATER OBSERVED AT 5-FEET LEGEND ""' n 1,·:-:·1 topsoil loamy sand Date: 10/19/19 Revised: 11/20/191 Designed by: CBO Reviewed by: RB Drawn by: DD W4.0 Sheet4 OF 4 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 128 Item# 1000T-2CP Top View 1000 Gallon Top Seam Two Compartment ~-----111"-----~ utyl Rubber Sealant Section View 6 II 5 II _: .. 411 . .• .;. ... ~-----10611-----~ Digging Specs Invert Dimensions *Meets ASTM C-1227 spec lncludlng C-1644-06 for reslllent connectors 11· Long x r Wide Inlet Outlet Length Width Height se-below inlet invert 55• 53• 111· eo■ 68" • 6000 psi concrete Netca Inlet Side Outlet Side Total • Delivered complete with intemal piping 687 gallons 323 gallons 1,010 gallons • PVC, poly or concrete risers available • Option of pump or siphon installed Net Weight Lid Tank Total 2,6201bs 9,3801bs 12,000lbs Water & (719) 3954764 28XJ5Q>. Rd. 317 Wastewater P.O. Ba><925 0 VALLEY ::: Fax: (719)395-3727 BuenaVlsla.COS1211 0 PRECAST, Inc. • Service Websll8: www.valleyprecast.com Emall: frontdesk@valleyprecast.com • Has 5-10 times more flow area than other brands, so lasts many times longer between clean- ings, increasing homeowner satisfaction • Installs in min- utes inside new or existing tanks; extendible tee handle for easy removal • Easy to clean by simply hosing off whenever the tank needs pumping • Removes about two-thirds of sus- pended solids, on average, extending drainfield life • Corrosion-proof construction, to ensure long life • Lifetime warranty Residential Biotube® Effluent Filters Applications Our patented* 4-in. (100-mm) Biotube Effluent Filters, Biotube Jr., Biotube Insert Filters, and Biotube Base Inlet Filters are ideal for residential septic tanks and have a lifetime warranty. They prevent large solids from leaving the tank, dramatically improving wastewater quality and extending the life of residential drainfields. Standard Features & Benefits • Alarm available, to signal the need for cleaning • Flow modulating discharge orifices available to limit flow rate leaving tank, mitigat- ing surges and increasing retention time • Custom and commercial sizes available Effluent from the relatively clear zone of the septic tank, between the scum and sludge layers, horizontally enters the Biotube Effluent Filter. Effluent then enters the annular space between the housing and the Biotubes, utilizing the Biotubes’ entire surface for filtering. Particles larger than the Biotube’s mesh are prevented from leaving the tank. Optional Features & Benefits Biotube Filtering Process 8-in. (200-mm) Base Inlet Filter 4-in. (100-mm) Insert Filter 4-in. (100-mm) Biotube Jr. (4-in. Biotube cartridge avail- able separately as Insert Filter) Orenco’s superior effluent filters resist clogging better than all other brands. Our stan- dard, full-sized 4-in. (100-mm) Biotube Effluent Filter provides maximum long-term protection in a complete package, with housing. Our 4-in. (100-mm) Biotube Jr., at half the size of our standard model, has more filtering capacity than the full-sized filters sold by other manufacturers. For tanks with existing outlet tees, the Biotube Insert Filter is ideal. And for low-profile tanks, there’s the Base Inlet Filter. * Covered by patent numbers 5,492,635 and 4,439,323 4-in. (100-mm) Biotube Effluent Filter APS-FT-1 Rev. 3.4 © 11/10 Orenco Systems®, Inc. To Order Call your nearest Orenco Systems®, Inc. distributor. For nearest distribu- tor, call Orenco at 800-348-9843 or go to www.orenco.com and click on “Distributor Locator.” 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 129 •• Orenco Systems" Incorporated Changing the \¥)iy the World Does Wastewater " www.orenco.com Nomenclatures Riser wall Tank wall Filter housing Extendible PVC handle Stainless steel set screws Top seal plate Air vents Biotube® filter cartridge Solid base 4-in. Biotube Effluent Filter 4-in. Biotube Jr. 4-in. Biotube Filter (standard) 4-in. Biotube Jr. (includes cartridge and housing) Distributed By: 8-in. Biotube Filter (base inlet model) 4-in. Biotube Filter Insert (cartridge only) Junior series FT J0418 Biotube effluent filter series Filter diameter (inches) Cartridge height (inches) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee Options: Blank = no options M = flow modulation plate installed A = float bracket attached Blank = 1/8" filtration P = 1/16" filtration Insert FT i0418 Biotube effluent filter series Filter diameter (inches) Cartridge height (inches) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee - For customized options (e.g., NC indicates North Carolina regions) - Blank = 1/8" filtration P = 1/16" filtration FT 04 Biotube effluent filter series Filter diameter (inches) Housing height: 36" and 44" are standard Options: Blank = no options M = flow modulation plate installed A = float bracket attached Cartridge height: 28" and 36" are standard - Blank = 1/8" filtration P = 1/16" filtration W = fits Type 3034 outlet pipe S = fits Schedule 40 outlet pipe FT 2208 14 B Biotube effluent filter series Housing height: 22" standard Cartridge height: 14" standard Options: A = float bracket FS = 2" outlet orifice FSO = 2" outlet orifice and overflow plate* Base inlet model - Blank = 1/8" filtration P = 1/16" filtration Filter diameter (inches) 08 = 8" * Also available with coupling and sleeve as a “kit”: FT-OVERFLOWKIT 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 130 000 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 131 Double Walled PVC Riser & Lid Options Poly Lid (Static load tested to 5000 lbs) • Skid resistance surface • Available in green • Highest level of UV Protection included • Includes a foam gasket for airtight and watertight applications 1Wtfttfttfttftt • Includes square drive sa-ews to discourage unauthorized entry -----2" of Insulation • Insulation panels achieve R-10 insulation rating Standard Double Walled PVC Riser • Available in 24" and 30" Diameter • Cut to length • Sold in +/-2" increments • Must be cut between ribs oVALLEY 0 PRECAST, Inc. Buena Vista, Colorado Orenco ® DuraFiber™ Access Lids (FLD) Not recommended for vehicular 1raffic 24" and 30" Diameters • Solid, resin-infused fiberglass construction • 20,000-lb breaking strength • Standard green or brown colors • Available with or without urethane lid gasket • Available with carbon filtration • 4 stainless steel flathead socket cap sa-ews & hex key wrench • Insulated lids available -2" or 4" "'11''''''~'''@""''-'--ff~,,:,:,~:,ws:«w:~~,,.,. / 2" of Insulation Phone: 719-39M784 Fax: 719-395-3727 Website: www.valleyprecastcom Emall: frontdesk@valleyprecastcom 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 132 Item# DM Tank Deadman (Anti Buoyancy) Top View Section View 24" I 12" I Turnbuckle on one side to tighten cable before installation (Supplied by Others) Tank Installation --24"-- •' ,' . . :a .• . A I . 4 ., . •. A ·~ . . . ,4. • .. • .• • • ~ ~ ~ 4d . . . "1 ' <I ,• 4 <I --23"-- • • • • #4 Rebar Lifting Eye 6000 psi concrete 6001bs Cable is not provided Suggested Installation: Two ¾• Cables (Not provided) .. •• • r. •• • .•·~4,•_. .• .• -~ ~ • " . •,· .•.~_:_~•• ... •.~:'•.•• :•1~~ :'. __ ,,r,-----..-~ .___.............,_ _ __, .:· .. ', · 4· "~ u • ,' ~ ·' 14'• NOTE: Please refer to Buoyancy Engineering for each tank for correct number of deadmen needed. oVALLEY 0 PRECAST, Inc. Buena Vista, Colorado . . . . . . .. , .... Phone: 719-395-8784 Fax: 719-395-3727 Website: www.valleyprecastoorn Emall: frontdesk@valleyprecastoorn 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 133 Item# 900T-1CP-HH 500 Gallon Top Seam - 1 CP with High Head Pump DESIGN NOTES • Design per performance test per ASTM C1227 • Top surface area 23.4 ft' • f'c @ 28 days; concrete = 6,000 PSI Min. Installation : • Tank to be set on 5" min. sand bed or pea gravel • Tank to be backfilled uniformly on all sides in lifts less than 24" and mechanically compacted • Excavated material may be used for backfill, provided large stones are removed • Excavation should be dewatered and tank filled with water prior to being put in service for installation with water table less than 2' below grade • Meets C1644-06 for resilient connectors • Inlet and Outlet identified above pipe • Delivered complete with internal piping • Control Panel to be mounted in sight line of tank • 4' Maximum bury depth ALLOWABLE BURY (Based on Water Table) WATER TABLE ALLOWABLE EARTH FILL o· -o· 3• -o· 1' -O" 4 ' -o· 2· -o· 4' -o· 3• -o· 4' -o· DRY 4' -o· *Service contracts available for maintenance.* ·.. : ,' ~ , .. :· . . . . ~rr= TANK ·-I - :~l ~D _J l ,· .-,--- .. -_ _J-; . ,. -~-. ~ .. • .. ·. Wires to Panel Top View 20• Clear Access 24• Minimum Height Disconnect alve Fie. Boot Dllcharge Helghtn' 6 II 5" .. •. . .. Pump: Section View • Lowers TSS and improves effluent quality to field • Complete installation (wiring, panel, mounting and start-up procedures) • Complete warranty Digging Specs Invert Dimensions Net Net Weiaht 7 ' Long x 7' Wide Inlet Outlet Length Width 56" below inlet 56" 54"or73" 58" 58" oVALLEY 0 PRECAST, Inc. Buena Vista, Colorado Min . Hgt. 92" Capacity Lid Tank Total 522 gals 1,340 lbs 4,100 lbs 5,640 lbs Phone: 719-39M784 Fax: 719-395-3727 Website: www.valleyprecastcom Emall: frontdesk@valleyprecastcom Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-BPP-1 Rev. 1.2, © 08/14 Page 1 of 4 Biotube® ProPak Pump Package™ Technical Data SheetOrenco® 60-Hz Series Pump Packages General Orenco’s Biotube® ProPak™ is a complete, integrated pump package for filtering and pumping effluent from septic tanks. And its patented pump vault technology eliminates the need for separate dosing tanks. This document provides detailed information on the ProPak pump vault and filter, 4-in. (100-mm) 60-Hz turbine effluent pump, and control panel. For more information on other ProPak components, see the following Orenco technical documents: • Float Switch Assemblies (NSU-MF-MF-1) • Discharge Assemblies (NTD-HV-HV-1) • Splice Boxes (NTD-SB-SB-1) • External Splice Box (NTD-SB-SB-1) Applications The Biotube ProPak is designed to filter and pump effluent to either gravity or pressurized discharge points. It is intended for use in a septic tank (one- or two-compartment) and can also be used in a pump tank. The Biotube ProPak is designed to allow the effluent filter to be removed for cleaning without the need to remove the pump vault or pump, simpli- fying servicing. Complete packages are available for on-demand or timed dosing sys- tems with flow rates of 20, 30, and 50-gpm (1.3, 1.9, and 3.2 L/sec), as well as with 50 Hz and 60 Hz power supplies. Standard Models BPP20DD, BPP20DD-SX, BPP30TDA, BPP30TDD-SX, BBPP50TDA, BPP50TDD-SX Product Code Diagram Biotube® ProPak™ pump package components. 4-in. (100-mm) turbine effluent pump Pump motor Pump liquid end Pump vault Support pipe Discharge assembly Float collar Float stem Floats Float bracket Biotube® filter cartridge Vault inlet holes External splice box (Optional; internal splice box comes standard.) Riser lid (not included) Riser (not included) Control panel BPP Pump flow rate, nominal: 20 = 20 gpm (1.3 L/sec) 30 = 30 gpm (1.9 L/sec) 50 = 50 gpm (3.2 L/sec) Control panel application: DD = demand-dosing TDA = timed-dosing, analog timer TDD = timed dosing, digital timer, elapsed time meter & counters Standard options: Blank = 57-in. (1448-mm) vault height, internal splice box, standard discharge assembly 68 = 68-in. (1727-mm) vault height SX = external splice box CW = cold weather discharge assembly DB = drainback discharge assembly Q = cam lock MFV = non-mercury float - Biotube® ProPak™ pump vault 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 134 Technical Data SheetOrenco® Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-BPP-1 Rev. 1.2, © 08/14 Page 2 of 4 ProPak™ Pump Vault Materials of Construction Vault body Polyethylene Support pipes PVC Dimensions, in. (mm) A - Overall vault height 57 (1448) or 68 (1727) B - Vault diameter 17.3 (439) C - Inlet hole height 19 (475) D - Inlet hole diameter (eight holes total) 2 (50) E - Vault top to support pipe bracket base 3 (76) F - Vault bottom to filter cartridge base 4 (102) ProPak™ pump vault (shown with Biotube filter and effluent pump) Biotube® Filter Cartridge Materials of Construction Filter tubes Polyethylene Cartridge end plates Polyurethane Handle assembly PVC Dimensions, in. (mm) A - Cartridge height 18 (457) B - Cartridge width 12 (305) Performance Biotube® mesh opening 0.125 in. (3 mm)* Total filter flow area 4.4 ft2 (0.4 m2) Total filter surface area 14.5 ft2 (1.35 m2) Maximum flow rate 140 gpm (8.8 L/sec) *0.062-in. (1.6-mm) filter mesh available Biotube® filter cartridge (shown with float switch assembly) AA D E B B C E 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 135 Technical Data Sheet Orenco® Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-BPP-1 Rev. 1.2, © 08/14 Page 3 of 4 Pump Curves Pump curves, such as those shown here, can help you determine the best pump for your system. Pump curves show the relationship between flow (gpm or L/sec) and pressure (TDH), providing a graphical representation of a pump’s performance range. Pumps perform best at their nominal flow rate, measured in gpm or L/sec. 4-in. (100-mm) Turbine Effluent Pumps Orenco’s 4-in. (100 mm) Turbine Effluent Pumps are constructed of lightweight, corrosion-resistant stainless steel and engineered plastics; all are field-serviceable and repairable with common tools. All 60-Hz PF Series models are CSA certified to the U.S. and Canadian safety standards for effluent pumps, and meet UL requirements. Power cords for Orenco’s 4-in. (100-mm) turbine effluent pumps are Type SOOW 600-V motor cable (suitable for Class 1, Division 1 and 2 applications). Materials of Construction Discharge: Stainless steel or glass-filled polypropylene Discharge bearing: Engineered thermoplastic (PEEK) Diffusers: Glass-filled PPO Impellers: Acetal (20-, 30-gmp), Noryl (50-gpm) Intake screens: Polypropylene Suction connection: Stainless steel Drive shaft: 300 series stainless steel Coupling: Sintered 300 series stainless steel Shell: 300 series stainless steel Lubricant: Deionized water and propylene glycol Specifications Nom. flow, Length Weight Discharge Impellers gpm (L/sec) in. (mm) lb (kg) in., nominal 1 20 (1.3) 22.5 (572) 26 (11) 1.25 4 30 (1.9) 21.3 (541) 25 (11) 1.25 3 50 (3.2) 20.3 (516) 27 (12) 2.00 2 Performance Nom. flow, hp (kW) Design Rated Min liquid gpm (L/sec) flow amps cycles/day level, in. (mm) 2 20 (1.3) 0.5 (0.37) 12.3 300 18 (457) 30 (1.9) 0.5 (0.37) 11.8 300 20 (508) 50 (3.2) 0.5 (0.37) 12.1 300 24 (610) 1 Discharge is female NPT threaded, U.S. nominal size, to accommodate Orenco® discharge hose and valve assemblies. Consult your Orenco Distributor about fittings to connect discharge assemblies to metric-sized piping. 2 Minimum liquid level is for single pumps when installed in an Orenco Biotube® ProPak™ Pump Vault. 10 20 30 40 6050 70 0.63 1.26 1.89 2.52 3.793.15 4.42 140 120 100 80 60 40 20 Flow in gallons per minute (gpm) Flow in liters per second (L/sec)Total dynamic head (TDH) in feetTotal dynamic head (TDH) in metersPF 500511 43 37 30 24 18 12 6 PF 200511 PF 300511 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 136 Technical Data SheetOrenco® Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-BPP-1 Rev. 1.2, © 08/14 Page 4 of 4 AUTO OFF MAN NN1 Control Panel (Demand Dose) Orenco’s ProPak™ demand dose control panels are specifically engineered for the ProPak pump package and are ideal for applications such as demand dosing from a septic tank into a conventional gravity drainfield. Materials of Construction Enclosure UV-resistant fiberglass, UL Type 4X Hinges Stainless steel Dimensions, in. (mm) A - Height 11.5 (290) B - Width 9.5 (240) C - Depth 5.4 (135) Specifications Panel ratings 120 V, 3/4 hp (0.56 kW), 14 A, single phase, 60 Hz 1. Motor-start contactor 16 FLA, 1 hp (0.75 kW), 60 Hz; 2.5 million cycles at FLA (10 million at 50% of FLA) 2. Circuit 120 V, 10 A, OFF/ON switch, Single pole breakers 3. Toggle switch Single-pole, double-throw HOA switch, 20 A 4. Audio alarm 95 dB at 24 in. (600 mm), warble-tone sound, UL Type 4X 5. Audio alarm 120 V, automatic reset, DIN rail mount silence relay 6. Visual alarm 7/8-in. (22-mm) diameter red lens, “Push-to-silence,” 120 V LED, UL Type 4X Control Panel (Timed Dose) Orenco’s ProPak timed dose control panels are specifically engineered for the ProPak pump package and are ideal for applications such as timed dosing from a septic tank into a pressurized drainfield or mound. Analog or digital timers are available. Materials of Construction Enclosure UV-resistant fiberglass, UL Type 4X Hinges Stainless steel Dimensions, in. (mm) A - Height 11.5 (290) B - Width 9.5 (240) C - Depth 5.4 (135) Specifications Panel ratings 120 V, 3/4 hp (0.56 kW), 14 A, single phase, 60 Hz Dual-mode Programmable for timed- or demand-dosing (digital timed-dosing panels only) 1a. Analog timer 120 V, repeat cycle from 0.05 seconds to 30 (not shown) hours. Separate variable controls for OFF and ON time periods 1b. Digital timer 120-V programmable logic unit with built-in LCD (shown below) screen and programming keys. Provides control functions and timing for panel operation 2. Motor-start contactor 16 FLA, 1 hp (0.75 kW), 60 Hz; 2.5 million cycles at FLA (10 million at 50% of FLA) 3. Circuit breakers 120 V, 10 A, OFF/ON switch. Single pole 120 V 4. Toggle Switch Single-pole, double-throw HOA switch, 20 A 5. Audio alarm 95 dB at 24 in. (600 mm), warble-tone sound, UL Type 4X 6. Visual alarm 7/8-in. (22-mm) diameter red lens, “Push-to-silence”, 120 V LED, UL Type 4X Control panel, demand-dose Control panel, timed-dose (digital timer model shown) 1b 2 3 4 56 1 2 3 4 5 6 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 137 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 1 of 6 PF Series 4-inch (100-mm) Submersible Effluent Pumps Technical Data SheetOrenco® Applications Our 4-inch (100-mm) Submersible Effluent Pumps are designed to transport screened effluent (with low TSS counts) from septic tanks or separate dosing tanks. All our pumps are constructed of lightweight, corrosion-resistant stainless steel and engineered plastics; all are field- serviceable and repairable with common tools; and all 60-Hz PF Series models are CSA certified to the U.S. and Canadian safety standards for effluent pumps, meeting UL requirements. Orenco’s Effluent Pumps are used in a variety of applications, including pressurized drainfields, packed bed filters, mounds, aerobic units, effluent irrigation, effluent sewers, wetlands, lagoons, and more. These pumps are designed to be used with a Biotube® pump vault or after a secondary treatment system. Features/Specifications To specify this pump for your installation, require the following: • Minimum 24-hour run-dry capability with no deterioration in pump life or performance* • Patented 1⁄8-inch (3-mm) bypass orifice to ensure flow recirculation for motor cooling and to prevent air bind • Liquid end repair kits available for better long-term cost of ownership • TRI-SEAL™ floating impeller design on 10, 15, 20, and 30 gpm (0.6, 1.0, 1.3, and 1.9 L/sec) models; floating stack design on 50 and 75 gpm (3.2 and 4.7 L/sec) models • Franklin Electric Super Stainless motor, rated for continuous use and frequent cycling • Type SOOW 600-V motor cable • Five-year warranty on pump or retrofit liquid end from date of manu- facture against defects in materials or workmanship * Not applicable for 5-hp (3.73 kW) models Standard Models See specifications chart, pages 2-3, for a list of standard pumps. For a complete list of available pumps, call Orenco. Product Code Diagram PF - Nominal flow, gpm (L/sec): 10 = 10 (0.6) 15 = 15 (1.0) 20 = 20 (1.3) 30 = 30 (1.9) 50 = 50 (3.2) 75 = 75 (4.7) Pump, PF Series Frequency: 1 = single-phase 60 Hz 3 = three-phase 60 Hz 5 = single-phase 50 Hz Voltage, nameplate: 1 = 115* 200 = 200 2 = 230† 4 = 460 Horsepower (kW): 03 = 1⁄3 hp (0.25) 05 = ½ hp (0.37) 07 = ¾ hp (0.56) 10 = 1 hp (0.75) 15 = 1-½ hp (1.11) 20 = 2 hp (1.50) 30 = 3 hp (2.24) 50 = 5 hp (3.73) Cord length, ft (m):‡ Blank = 10 (3) 20 = 20 (6) 30 = 30 (9) 50 = 50 (15) * ½-hp (0.37kW) only †220 volts for 50 Hz pumps ‡Note: 20-foot cords are available only for single-phase pumps through 1-½ hp Franklin Super Stainless Motor Franklin Liquid End Discharge Connection Bypass Orifice Suction Connection LR80980 LR2053896 Powered by 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 138 ~® ~ Franklin Electric c~us 'V' Technical Data SheetOrenco® Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 2 of 6 Specifications, 60 Hz Pump Model PF100511 10 (0.6) 0.50 (0.37) 1 115 120 12.7 12.7 6 1 ¼ in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF100512 10 (0.6) 0.50 (0.37) 1 230 240 6.3 6.3 6 1 ¼ in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF10053200 10 (0.6) 0.50 (0.37) 3 200 208 3.8 3.8 6 1 ¼ in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF100712 4, 5 10 (0.6) 0.75 (0.56) 1 230 240 8.3 8.3 8 1 ¼ in. GFP 25.9 (658) 17 (432) 30 (14) 300 PF10073200 4, 5 10 (0.6) 0.75 (0.56) 3 200 208 5.1 5.2 8 1 ¼ in. GFP 25.4 (645) 17 (432) 31 (14) 300 PF101012 5, 6 10 (0.6) 1.00 (0.75) 1 230 240 9.6 9.6 9 1 ¼ in. GFP 27.9 (709) 18 (457) 33 (15) 100 PF10103200 5, 6 10 (0.6) 1.00 (0.75) 3 200 208 5.5 5.5 9 1 ¼ in. GFP 27.3 (693) 18 (457) 37 (17) 300 PF102012 5, 6, 7, 8 10 (0.6) 2.00 (1.49) 1 230 240 12.1 12.1 18 1 ¼ in. SS 39.5 (1003) 22 (559) 48 (22) 100 PF102032 5, 6, 8 10 (0.6) 2.00 (1.49) 3 230 240 7.5 7.6 18 1 ¼ in. SS 37.9 (963) 20 (508) 44 (20) 300 PF10203200 5, 6, 8 10 (0.6) 2.00 (1.49) 3 200 208 8.7 8.7 18 1 ¼ in. SS 37.9 (963) 20 (508) 44 (20) 300 PF150311 15 (1.0) 0.33 (0.25) 1 115 120 8.7 8.8 3 1 ¼ in. GFP 19.5 (495) 15 (380) 23 (10) 300 PF150312 15 (1.0) 0.33 (0.25) 1 230 240 4.4 4.5 3 1 ¼ in. GFP 19.5 (495) 15 (380) 23 (10) 300 PF200511 20 (1.3) 0.50 (0.37) 1 115 120 12.3 12.5 4 1 ¼ in. GFP 22.3 (566) 18 (457) 25 (11) 300 PF200512 20 (1.3) 0.50 (0.37) 1 230 240 6.4 6.5 4 1 ¼ in. GFP 22.5 (572) 18 (457) 26 (12) 300 PF20053200 20 (1.3) 0.50 (0.37) 3 200 208 3.7 3.8 4 1 ¼ in. GFP 22.3 (566) 18 (457) 26 (12) 300 PF201012 4, 5 20 (1.3) 1.00 (0.75) 1 230 240 10.5 10.5 7 1 ¼ in. GFP 28.4 (721) 20 (508) 33 (15) 100 PF20103200 4, 5 20 (1.3) 1.00 (0.75) 3 200 208 5.8 5.9 7 1 ¼ in. GFP 27.8 (706) 20 (508) 33 (15) 300 PF201512 4, 5 20 (1.3) 1.50 (1.11) 1 230 240 12.4 12.6 9 1 ¼ in. GFP 34.0 (864) 24 (610) 41 (19) 100 PF20153200 4, 5 20 (1.3) 1.50 (1.11) 3 200 208 7.1 7.2 9 1 ¼ in. GFP 30.7 (780) 20 (508) 35 (16) 300 PF300511 30 (1.9) 0.50 (0.37) 1 115 120 11.8 11.8 3 1 ¼ in. GFP 21.3 (541) 20 (508) 28 (13) 300 PF300512 30 (1.9) 0.50 (0.37) 1 230 240 6.2 6.2 3 1 ¼ in. GFP 21.3 (541) 20 (508) 25 (11) 300 PF30053200 30 (1.9) 0.50 (0.37) 3 200 208 3.6 3.6 3 1 ¼ in. GFP 21.3 (541) 20 (508) 25 (11) 300 PF300712 30 (1.9) 0.75 (0.56) 1 230 240 8.5 8.5 5 1 ¼ in. GFP 24.8 (630) 21 (533) 29 (13) 300 PF30073200 30 (1.9) 0.75 (0.56) 3 200 208 4.9 4.9 5 1 ¼ in. GFP 24.6 (625) 21 (533) 30 (14) 300 PF301012 4 30 (1.9) 1.00 (0.75) 1 230 240 10.4 10.4 6 1 ¼ in. GFP 27.0 (686) 22 (559) 32 (15) 100 PF30103200 4 30 (1.9) 1.00 (0.75) 3 200 208 5.8 5.8 6 1 ¼ in. GFP 26.4 (671) 22 (559) 33 (15) 300 PF301512 4, 5 30 (1.9) 1.50 (1.11) 1 230 240 12.6 12.6 8 1 ¼ in. GFP 32.8 (833) 24 (610) 40 (18) 100 PF30153200 4, 5 30 (1.9) 1.50 (1.11) 3 200 208 6.9 6.9 8 1 ¼ in. GFP 29.8 (757) 22 (559) 34 (15) 300 PF301534 4, 5 30 (1.9) 1.50 (1.11) 3 460 480 2.8 2.8 8 1 ¼ in. GFP 29.5 (685) 22 (559) 34 (15) 300 PF302012 5, 6, 7 30 (1.9) 2.00 (1.49) 1 230 240 11.0 11.0 10 1 ¼ in. SS 35.5 (902) 26 (660) 44 (20) 100 PF30203200 5, 6 30 (1.9) 2.00 (1.49) 3 200 208 9.3 9.3 10 1 ¼ in. SS 34.0 (864) 24 (610) 41 (19) 300 PF303012 5, 6, 7, 8 30 (1.9) 3.00 (2.23) 1 230 240 16.8 16.8 14 1 ¼ in. SS 44.5 (1130) 33 (838) 54 (24) 100 PF303032 5, 6, 8 30 (1.9) 3.00 (2.23) 3 230 240 10.0 10.1 14 1 ¼ in. SS 44.3 (1125) 27 (686) 52 (24) 300 PF305012 5, 6, 7, 8 30 (1.9) 5.00 (3.73) 1 230 240 25.6 25.8 23 1 ¼ in. SS 66.5 (1689) 53 (1346) 82 (37) 100 PF305032 5, 6, 8 30 (1.9) 5.00 (3.73) 3 230 240 16.6 16.6 23 1 ¼ in. SS 60.8 (1544) 48 (1219) 66 (30) 300 PF30503200 5, 6, 8 30 (1.9) 5.00 (3.73) 3 200 208 18.7 18.7 23 1 ¼ in. SS 60.8 (1544) 48 (1219) 66 (30) 300 PF500511 50 (3.2) 0.50 (0.37) 1 115 120 12.1 12.1 2 2 in. SS 20.3 (516) 24 (610) 27 (12) 300 PF500512 50 (3.2) 0.50 (0.37) 1 230 240 6.2 6.2 2 2 in. SS 20.3 (516) 24 (610) 27 (12) 300 PF500532 50 (3.2) 0.50 (0.37) 3 230 240 3.0 3.0 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF50053200 50 (3.2) 0.50 (0.37) 3 200 208 3.7 3.7 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF500534 50 (3.2) 0.50 (0.37) 3 460 480 1.5 1.5 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF500712 50 (3.2) 0.75 (0.56) 1 230 240 8.5 8.5 3 2 in. SS 23.7 (602) 25 (635) 31 (14) 300 PF500732 50 (3.2) 0.75 (0.56) 3 230 240 3.9 3.9 3 2 in. SS 23.7 (602) 25 (635) 32 (15) 300 PF50073200 50 (3.2) 0.75 (0.56) 3 200 208 4.9 4.9 3 2 in. SS 23.1 (587) 26 (660) 32 (15) 300Design gpm (L/sec)Horsepower (kW)PhaseNameplate voltageActual voltageDesign flow ampsMax ampsImpellersDischarge size and material 1Length, in. (mm)Min. liquid level, 2 in. (mm)Weight, 3 lb (kg)Rated cycles/day2340 County Road 100 - Nordic Gardens Land Fund, LLC: 139 Technical Data Sheet Orenco® Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 3 of 6 Specifications, 60 Hz (continued) Pump Model PF500734 50 (3.2) 0.75 (0.56) 3 460 480 1.8 1.8 3 2 in. SS 34.8 (884) 25 (635) 31 (14) 300 PF501012 50 (3.2) 1.00 (0.75) 1 230 240 10.1 10.1 4 2 in. SS 27.0 (686) 26 (660) 35 (16) 100 PF50103200 50 (3.2) 1.00 (0.75) 3 200 208 5.7 5.7 4 2 in. SS 26.4 (671) 26 (660) 39 (18) 300 PF501034 50 (3.2) 1.00 (0.75) 3 460 480 2.2 2.2 4 2 in. SS 26.4 (671) 26 (660) 39 (18) 300 PF5015124 50 (3.2) 1.50 (1.11) 1 230 240 12.5 12.6 5 2 in. SS 32.5 (826) 30 (762) 41 (19) 100 PF501532004 50 (3.2) 1.50 (1.11) 3 200 208 7.0 7.0 5 2 in. SS 29.3 (744) 26 (660) 35 (16) 300 PF503012 4, 5, 7, 8 50 (3.2) 3.00 (2.23) 1 230 240 17.7 17.7 8 2 in. SS 43.0 (1092) 37 (940) 55 (25) 100 PF50303200 4, 5, 8 50 (3.2) 3.00 (2.23) 3 200 208 13.1 13.1 8 2 in. SS 43.4 (1102) 30 (762) 55 (25) 300 PF503034 4, 5, 8 50 (3.2) 3.00 (2.23) 3 460 480 5.3 5.3 8 2 in. SS 40.0 (1016) 31 (787) 55 (25) 300 PF505012 5,6,7,8 50 (3.2) 5.00 (3.73) 1 230 240 26.2 26.4 13 2 in. SS 65.4 (1661) 55 (1397) 64 (29) 300 PF505032 5,6,7,8 50 (3.2) 5.00 (3.73) 3 230 240 16.5 16.5 13 2 in. SS 59.3 (1506) 49 (1245) 64 (29) 300 PF751012 75 (4.7) 1.00 (0.75) 1 230 240 9.9 10.0 3 2 in. SS 27.0 (686) 27 (686) 34 (15) 100 PF751512 75 (4.7) 1.50 (1.11) 1 230 240 12.1 12.3 4 2 in. SS 33.4 (848) 30 (762) 44 (20) 100 Specifications, 50 Hz Pump Model PF100552 10 (0.6) 0.50 (0.37) 1 220 230 3.9 4.1 6 1 ¼ in. GFP 23.0 (584) 17 (432) 26 (12) 300 PF100752 4, 5 10 (0.6) 0.75 (0.56) 1 220 230 6.2 6.2 9 1 ¼ in. GFP 26.8 (658) 17 (432) 30 (14) 300 PF101552 5, 6 10 (0.6) 1.50 (1.11) 1 220 230 10.5 11.4 18 1 ¼ in. SS 39.5 (1003) 22 (559) 46 (21) 300 PF300552 30 (1.9) 0.50 (0.37) 1 220 230 4.1 4.1 4 1 ¼ in. GFP 22.5 (572) 19 (483) 26 (12) 300 PF300752 30 (1.9) 0.75 (0.56) 1 220 230 6.1 6.1 5 1 ¼ in. GFP 24.8 (630) 19 (483) 29 (13) 300 PF301052 30 (1.9) 1.00 (0.75) 1 220 230 7.4 7.4 7 1 ¼ in. GFP 28.4 (721) 20 (508) 32 (15) 100 PF301552 4, 5 30 (1.9) 1.50 (1.11) 1 220 230 9.3 9.3 8 1 ¼ in. GFP 35.4 (899) 24 (610) 40 (18) 100 PF500552 50 (3.2) 0.50 (0.37) 1 220 230 4.0 4.0 2 2 in. SS 20.3 (516) 25 (635) 29 (13) 300 PF500752 50 (3.2) 0.75 (0.56) 1 220 230 6.3 6.4 3 2 in. SS 23.7 (602) 25 (635) 31 (14) 300 PF501052 50 (3.2) 1.00 (0.75) 1 220 230 7.3 7.4 4 2 in. SS 27.0 (686) 26 (660) 35 (16) 100 PF501552 50 (3.2) 1.50 (1.11) 1 220 230 9.1 9.1 5 2 in. SS 32.5 (826) 30 (762) 42 (19) 100 PF751052 75 (3.2) 1.00 (0.75) 1 220 230 7.3 7.3 4 2 in. SS 30.0 (762) 27 (686) 34 (15) 100 1 GFP = glass-filled polypropylene; SS = stainless steel. The 1 ¼-in. NPT GFP discharge is 2 7⁄8 in. octagonal across flats; the 1 ¼-in. NPT SS discharge is 2 1⁄8 in. octagonal across flats; and the 2-in. NPT SS discharge is 2 7⁄8 in. hexagonal across flats. Discharge is female NPT threaded, U.S. nominal size, to accommodate Orenco® discharge hose and valve assemblies. Consult your Orenco Distributor about fittings to connect hose and valve assemblies to metric-sized piping. 2 Minimum liquid level is for single pumps when installed in an Orenco Biotube® Pump Vault or Universal Flow Inducer. In other applications, minimum liquid level should be top of pump. Consult Orenco for more information. 3 Weight includes carton and 10-ft (3-m) cord. 4 High-pressure discharge assembly required. 5 Do not use cam-lock option (Q) on discharge assembly. 6 Custom discharge assembly required for these pumps. Contact Orenco. 7 Capacitor pack (sold separately or installed in a custom control panel) required for this pump. Contact Orenco. 8 Torque locks are available for all pumps, and are supplied with 3-hp and 5-hp pumps. Design gpm (L/sec)Horsepower (kW)PhaseNameplate voltageActual voltageDesign flow ampsMax ampsImpellersDischarge size and material 1Length, in. (mm)Min. liquid level, 2 in. (mm)Weight, 3 lb (kg)Rated cycles/day2340 County Road 100 - Nordic Gardens Land Fund, LLC: 140 Technical Data SheetOrenco® Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 4 of 6 Materials of Construction Discharge Glass-filled polypropylene or stainless steel Discharge bearing Engineered thermoplastic (PEEK) Diffusers Glass-filled PPO (Noryl GFN3) Impellers Celcon® acetal copolymer on 10-, 20, and 30-gpm models; 50-gpm impellers are Noryl GFN3 Intake screen Polypropylene Suction connection Stainless steel Drive shaft 7/16 inch hexagonal stainless steel, 300 series Coupling Sintered stainless steel, 300 series Shell Stainless steel, 300 series Motor Franklin motor exterior constructed of stainless steel. Motor filled with deionized water and propylene glycol for constant lubrication. Hermetically sealed motor housing ensures moisture-free windings. All thrust absorbed by Kingsbury-type thrust bearing. Rated for continuous duty. Single- phase motors and 200 and 230 V 3-phase motors equipped with surge arrestors for added security. Single-phase motors through 1.5 hp (1.11 kW) have built-in thermal overload protection, which trips at 203-221˚ F (95-105˚ C). Using a Pump Curve A pump curve helps you determine the best pump for your system. Pump curves show the relationship between flow (gpm or L/sec) and pressure (total dynamic head, or TDH), providing a graphical representation of a pump’s optimal performance range. Pumps perform best at their nominal flow rate — the value, measured in gpm, expressed by the first two numerals in an Orenco pump nomenclature. The graphs in this section show optimal pump operation ranges with a solid line. Flow flow rates outside of these ranges are shown with a dashed line. For the most accurate pump specification, use Orenco’s PumpSelect™ software. Pump Curves, 60 Hz Models Total dynamic head (TDH) in feetFlow in gallons per minute (gpm) 24 81012141660 800 700 600 500 400 300 200 100 PF1005-FC w/ ¼" flow controller PF10 Series, 60 Hz, 0.5 - 2.0 hp PF1007 PF1010 PF1020 PF1005 Total dynamic head (TDH) in feetFlow in gallons per minute (gpm) 36 12 15 18 21 2490 160 140 120 100 80 60 40 20 0 PF1503 PF15 Series, 60 Hz, 0.3 hp 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 141 Technical Data Sheet Orenco® Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 5 of 6Total dynamic head (TDH) in feetFlow in gallons per minute (gpm) 5102025303540150 400 350 300 250 200 150 100 50 0 PF2005 PF2010 PF2015 PF20 Series, 60 Hz, 0.5 - 1.5 hp Total dynamic head (TDH) in feetFlow in gallons per minute (gpm) 510202530354045150 800 900 700 600 500 400 300 200 100 0 PF3005 PF3007 PF3010 PF3015 PF3020 PF3030 PF3050 PF30 Series, 60 Hz, 0.5 - 5.0 hp Total dynamic head (TDH) in feetFlow in gallons per minute (gpm) 450 400 350 300 250 200 150 100 50 0 10 02040506070809030 PF5050 PF5030 PF5015 PF5010 PF5007 PF5005 PF50 Series, 60 Hz, 0.5 - 5.0 hp Total dynamic head (TDH) in feetFlow in gallons per minute (gpm) 10 20 40 50 60 70 80 90 100300 80 90 100 70 60 50 40 30 20 10 0 PF75 Series, 60 Hz, 1.0 - 1.5 hpPF7515 PF7510 60 Hz Models (continued) 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 142 Technical Data SheetOrenco® Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 6 of 6Total dynamic head (TDH) in metersTotal dynamic head (TDH) in feet, nominalFlow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 0.90.80.70.60.50.40.30.20.10 13119.57.96.34.83.21.6 120 100 80 60 40 20 0 160 180 140 394 328 262 197 131 66 525 459 PF100552 PF100752 PF101552 PF1005-FC w/ 6mm flow controller PF10 Series, 50 Hz, 0.37 - 1.11 kW Total dynamic head (TDH) in metersTotal dynamic head (TDH) in feet, nominalFlow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 0.8 1.2 1.6 2.0 2.40.40 13 19 25 326.3 60 80 100 120 40 20 0 197 262 328 131 66 PF301552 PF301052 PF300752 PF300552 PF30 Series, 50 Hz, 0.37 - 1.11 kW Total dynamic head (TDH) in metersTotal dynamic head (TDH) in feet, nominalFlow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 0.5 1.0 2.0 2.5 3.0 3.5 4.0 4.51.50 7.9 16 32 40 48 56 6324 40 45 35 30 25 20 15 10 5 0 131 115 98 82 66 49 33 16 PF501552 PF501052 PF500752 PF500552 PF50 Series, 50 Hz, 0.37 - 1.11 kW Total dynamic head (TDH) in metersTotal dynamic head (TDH) in feet, nominalFlow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 0.6 1.2 2.4 3.0 3.6 4.2 5.44.8 6.01.80 10 19 4838 57 67 76 8629 27 30 24 21 18 15 12 9 6 3 0 89 79 69 59 49 39 30 20 PF751052 PF75 Series, 50 Hz, 0.75 kW Pump Curves, 50 Hz Models 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 143 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-SF-OS-1 Rev. 1.1, © 09/14 Page 1 of 1 Orifice Shields Technical Data SheetOrenco® General Orenco Orifice Shields snap-fit onto laterals. They may be placed on top of or beneath a lateral, depending on the location of the orifice. Orifice shields are covered by method-of-use patent # 5,360,556. Standard Models OS075, OS100, OS125, OS150, OS200 Product Code Diagram Material of Construction PVC per ASTM D-1784 Physical Specifications Model Shield O.D. Lateral pipe O.D. in. (mm) in. (mm) OS075 3.5 (89) 1.05 (27) OS100 3.5 (89) 1.315 (33) OS125 3.5 (89) 1.66 (42) OS150 4.5 (114) 1.90 (48) OS200 4.5 (114) 2.375 (60) Applications Orenco® Orifice Shields are used in a pressurized distribution system to protect the orifices from backfill debris that might cause orifice blockage. Orifice shield installed on lateral pipe, standard configuration Shield Orifice Cutaway view, standard configuration Shield Orifice Cutaway view, cold weather configuration OS Lateral pipe size, nominal: 075 = 0.75 in. (20 mm) 100 = 1.00 in. (25 mm) 125 = 1.25 in. (32 mm) 150 = 1.50 in. (40 mm) 200 = 2.00 in. (50 mm) Orifice shield 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 144 Item# SEK-Orenco® Flushing Assemblies Flushing Assemblies Orenco® flushing assemblies provide easy access for lateral maintenance. Flushing assembly kits include a PVC sweep with ball valve and a polyethylene valve box enclosure. Orenco® flushing assemblies are available in the following sizes: •1” diameter •1.25” diameter •1.5” diameter • 2" diameter Valve Boxes Orenco® valve boxes are used to provide access to flushing assemblies. Constructed of polyethylene. Valve Box, 7-in. diameter round enclosure Note: Kits include VB7 valve box enclosure. (719) 395-6764 Fax: (719) 395-3727 28005 County Road 317 P.O. Box 925 Buena Vista, CO 81211 Water & Wastewater •Systems •Products •Service Website:http://valleyprecast.com/ Email:frontdesk@valleyprecast.com 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 145 Garfield County, CO Developed by Account Number R009788 Parcel Number 239336400267 Acres 35 Land SqFt 0 Tax Area 011 2019 Mill Levy 75.627 Physical Address 2340 100 COUNTY RD CARBONDALE 81623 Owner Address NORDIC GARDENS LAND FUND, LLC 2340 COUNTY ROAD 100 CARBONDALE CO 81623 2019 Total Actual Value $821,870 Last 2 Sales Date Price 11/30/2015 $0 8/3/2005 $750,000 Date created: 10/19/2019 Last Data Uploaded: 10/19/2019 2:10:17 AM 1,732 ft Overview Legend Parcels Roads Highways Limited Access Highway Major Road Local Road Minor Road Other Road Ramp Ferry Pedestrian Way Parcel/Account Numbers Owner Name Lakes & Rivers 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 146 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 147 • ·\[A.,,~:~~ ~()'.',"tk'ii,1C; ~M~~'t) ""'"0" N W+E s ______________________ ji~f ;;;~===-L ---------------------------\. '-.... ~:,··. ·-----. '-•. . -··· '°"'"''"' cm ·•.· •., ~ I cofff{TY J,OAD I oo \ -·---__ . __ .. --------=·~ ----·--·-. --~-.'!! SCALE: 1"•30' 35. 0.2 AC '1· :~ PROPKRTY MAP SCALE: 1"=200' / / / / / >--/ / _,,,.-/' LOCATION f Garfield County Comprehensive Plan - Future Land Use Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, Intermap, USGS, METI/NASA, EPA, USDA Garfield County GIS USFS BLM State Recreation Areas State Wildlife Areas WRNF Wilderness Areas Geologic Hazards Study Area Flood Plain (FEMA, USACE) Streams and Ditches unspecified type DITCH INTERMITTENT PERENNIAL Rivers and Lakes Parcels Other Roads And Trails BLM Administrative Driveway Inaccessible County Road Other Roads Private Road, Trail Trail, 4WD ATV Trail, All Vehicles Trail, Bicycle Trail, Horse Foot Roads 1:9,028 Divided Highway US Highway CO Highway Frontage Road County Road Local Street City Street Garfield County 1/17/2022, 2:12:15 PM 0 0.07 0.150.04 mi 0 0.1 0.20.05 km 1:4,514 printed from web app Garfield County Comprehensive Plan - Future Land Use Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, Intermap, USGS, METI/NASA, EPA, USDA Garfield County GIS USFS BLM State Recreation Areas State Wildlife Areas WRNF Wilderness Areas Geologic Hazards Study Area Flood Plain (FEMA, USACE) Streams and Ditches unspecified type DITCH INTERMITTENT PERENNIAL Rivers and Lakes Parcels Other Roads And Trails BLM Administrative Driveway Inaccessible County Road Other Roads Private Road, Trail Trail, 4WD ATV Trail, All Vehicles Trail, Bicycle Trail, Horse Foot Roads 1:9,028 Divided Highway US Highway CO Highway Frontage Road County Road Local Street City Street Garfield County 1/17/2022, 2:12:15 PM 0 0.07 0.150.04 mi 0 0.1 0.20.05 km 1:4,514 printed from web app approximate area of proposed small contractors yard 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 148 Floodplain Analysis (4-203.O) This section is not applicable to this application. The entire parcel and proposed small contractor’s yard are located outside of all floodplain area. ARTICLE 7: STANDARDS 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 149 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 150 DIVISION 1. GENERAL APPROVAL STANDARDS 7-101: Zone District Use Regulations The property is zoned Rural (R) and meets all of the zone district dimensions as described in Table 3-201 for Rural/ Residential Lots. A waiver to the front setback requirement has been requested: • The Lot Size is 35.02 acres, where the minimum is 21,780 sf • The Arterial Front Setback is 100’ due to industrial nature of Small Contractor Yard (waiver request included earlier in package) • The Side setbacks are 10’ • The Rear Setback is 25’ • The modular office building height does not extend above 40’ The land use complies with Table 3-403. Small Contractor’s Yards are permitted as Industrial uses with Administrative approval. Table 3-403: Use Table IP/ By Right IA/ Administrative Review IL.I Limited Impact Review /Ml Major Impact Review l•I Exempt from County Review and Standards Use Category Use Type Campgrounel/ RV Park Visitor Small Camping Fac ility Accommodation Lodging Facilities Compressor/Pipeline Pump Station (Not Sub·ect to Article 9 Compressor, Booster Gravel Operation Mining operation Extraction Hydraulic Fracturing, Remote Surface Facility Injection Wefl, Pipe<I Injection Wefl, Small Injection Wefl. Large ii nd Gas D ·mn and Production on ct s Ya d, S Contract s Ya d. Large Service aterial an rng Processing Processing, Accessory (Bat ch Plant ) Processing, Temporary Residential Districts Nonresidential Districts Resource Land Zone Districts 1111111111111 M M M L L L M A • A A L L L L p p L • A A L L L • L L L L A A A A A A A • p p p p M M L L L L L Unless exempted, all uses must comply with Ar1icle 7 Standards including Use-Specific Standards. 7-905 7-906 7-1001 7-1001, 7-1002 This use is subject to 1041 Regulations as Described in Article 14 of the Land Use and Development Code EXEMPT p p p p p p p • p p p p p A p • p p p p 7-1001 A A p • p p p p 7-1001 L L • p p p p 7-1001 p p p p p p A p A 7-100 L -100 L L L A 7-100 L L L L • A L A A 7 -1001 L L L L • A A 7-1001 A A A A • A A 7-1001 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 151 7-102: Comprehensive Plan + Intergovernmental Agreements The land use is general conformance with the Garfield County Comprehensive Plan and complies with all applicable Intergovernmental Agreements, particularly the 2030 Comprehensive Plan Update that identifies this property within the Rural Employment Center boundary. The proposed small contractor’s yard helps the County meet goals outlined in Chapter 3, Section 4: Economics, Employment and Tourism • Policy 5 - Direct commercial and industrial development to locations which possess the appropriate physical features and community facilities and services. 7-103: Compatibility The nature, scale and location of the proposed small contractor’s yard will not change the character or experience of the adjacent rural land uses. 7-104: Source of Water As confirmed by the Basalt Water Conservancy District (BWCD), Water Allotment Contract NO. 775, Nordic Gardens Land Fund, LLC (2340 CR 100) “shall be entitled to receive and apply to beneficial use 0.033 cubic feet of water per second form the District’s direct flow rights and 1.5 acre feet of per year of storage or other augmentation water owner or controlled by the District.” The approved water rights are included in this submittal 7-105: Central Water Distribution + Wastewater Systems A. Water Distribution As confirmed by the Colorado Division of Water Resources, Well Permit #86473-F, Nordic Gardens Land Fund, LLC (2340 CR 100) is entitled to use the existing, centrally located well (cancelling the previous well permit no. 245829) for commercial/industrial use. • The approved well improvement permit is included in this submittal • The proposed Water Distribution Plan is included as Exhibit C B. Wastewater Systems Due to the lack of a nearby Sewage Treatment Connection, an on-site wastewater treatment system (OWTS) has been designed in accordance to County Standards to accommodate the site conditions and maximum tenant occupancy. Upon approval of this permit, an OWTS application will be completed, and pending its approval, the system will be installed by a local contractor. • The OWTS design package is included in this submittal, but is being updated to provide treatment to 500 gallons/day. • The update to the OWTS design is being submitted as a condition of approval along side the system installation. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 152 7-106: Public Utilities Electric, telephone, and communications utilities will remain on the property to service future tenants. Existing overhead electric lines that run within an electric easement through the property shall also remain. Site utility equipment is located to the west of the entrance to the property and shall be kept clear for access and maintenance. 7-107: Access + Roadways Please refer to the included Site Plan and Grading and Drainage Exhibits for the overall circulation and design plan & profile sheets for access and the internal driveways. A complete Garfield County Access Permit will be submitted at the time of Driveway Permit submission. Per inspections and conversations with Garfield County Road and Bridge Department, drainage and access in the area of the site egress is not an issue. A. Access to Public Right-of-Way A shared Semi Primitive Roadway provides access through the site and connects with the Public ROW at CR 100. An updated driveway connection through the existing RFTA ROW will be paved and widened per standards for two-way vehicular access. Stop signs will also be placed at each side of the Rio Grande trail B. Safe Access The Engineering Report includes in depth explanation of all the access, parking and roadways. RFTA approval for the egress through their ROW and across the Rio Grande Trail is included in this package. C. Adequate Capacity Site access meets Semi-primitive design standards, which include two 8’ lanes and 2’ shoulders on each side. D. Road Dedications N/A E. Impacts Mitigated In coordination with RFTA, degraded asphalt paving areas along the main entry will be repaired to provide necessary roadway improvements. F. Design Standards All roadway design standards will be met. Please see the included Site Plan and Grading and Drainage Exhibits included in this package. 7-108: Use of Land Subject to Natural Hazards No geologic or geotechnical conditions were identified which would preclude the use of this site for the proposed small contractor’s yard. 7-109: Fire Protection All site access and circulation has been designed to accommodate Emergency Access Standards. Please see the correspondence from the Carbondale & Rural Fire Protection District on the following page. 1 Vince@Crystalrivercivil.com From:Bill Gavette <gavette@carbondalefire.org>Sent:Tuesday, October 12, 2021 11:29 AMTo:vince@crystalrivercivil.comSubject:RE: 2340 CR 100 Fire Truck Access Vince, The proposed layout looks fine. I don’t see any issues for us. Thanks, Bill Gavette Deputy Chief Carbondale & Rural Fire Protection District www.carbondalefire.org 970‐963‐2491 From: vince@crystalrivercivil.com [mailto:vince@crystalrivercivil.com] Sent: Wednesday, October 06, 2021 4:31 PM To: Bill Gavette Cc: jay@crystalrivercivil.com Subject: 2340 CR 100 Fire Truck Access Hi Bill, Jay and I are working on the civil layout for the property up at 2340 CR 100 (Catherine Store Road), the property will the large eagle statue at the entrance. The property is being proposed to the Garfield Board Of County Commissioners for a small contractors yard. The access driveway is being increased to 20’ wide and the overhead clearance at the entrance structure is 16’ in height. A neighboring property owner also uses this access. We have used 50’ centerline radii within all driveway areas as described in Garfield County Code. The shared driveway that continues to the west, is to be cleaned up and widened in some areas to 16’. We have added a fire truck turnaround to the property to the east, where the proposed structures/site offices are to be located. Both these units are 1,200 sf in area, so pretty small. The drawings to be submitted to the county will have grading, drainage and layout of the driveways, access and utilities for the property. We wanted to run this by you and see if you had any thoughts on fire access to the property, fire mitigation, etc. If you would like to review the site plan, Jay and I would be more than happy to plot a full‐size drawing and have an in‐person meeting. We are open to your availability. Thanks for the help! 2 Vince Tomczak, P.E. Owner | Crystal River Civil LLC Phone: (810) 252-2075 Email: Vince@CrystalRiverCivil.com 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 153 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 154 DIVISION 2. GENERAL RESOURCE PROTECTION STANDARDS 7-201: Agricultural Lands A. No Adverse Effect to Agricultural Operations This application shall not adversely affect or otherwise limit the viability of existing agricultural operations and no agricultural lands shall be disturbed. This application is located on a reclaimed portion of the existing site B. Domestic Animal Controls n/a C. Fences n/a D. Roads n/a E. Ditches 1. Adjacent properties or anyone else with water rights to the section of the Union Ditch running through the developable area of the property are not impacted by the land use change. Adjacent properties utilizing the Union Ditch via diversions laterals shall remain. A note on the site plan has been added to confirm this. 2. All rights-of-way for the ditches and laterals for existing water rights on the parcel shall remain in place, as stated on the Site Plan. 3. No land use changes presented shall have any effect on the irrigation ditch rights-of-way. 4. The land use change shall not have any effect on the access to the irrigation ditches and laterals for maintenance purposes during and after construction of the access and drainage improvements to the site. 5. The final plat will include a maintenance easement for the ditch. No structures or fences are proposed within the right-of-way that interfere with maintenance access for the ditch. 6. Ditch crossings are not proposed for the land use change and the construction associated to the change. All existing ditch crossings shall not be disturbed for the project. 7. The Union Ditch company contact for “Referral To Ditch Owner” is located below: Union Ditch Company 1025 9th Ave. Suite #309 Greeley, Colorado 80631 Division: South Platte River Basin 8. No development or land use changes for the proposed project shall have any adverse effect on the existing Union Ditch running through the property. All drainage within the site plan that is associated with the land use change will be captured and detained, prior to entering the irrigation ditch, meeting Garfield County Drainage code. 9. No surface water within the disturbed area for the land use change shall enter the irrigation ditch as shown on the site plan and the grading and drainage plan that is include with this submission package. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 155 7-202: Wildlife Habitat Areas The wildlife use patterns associated with the small contractor’s yard and surrounding property have been in place long term at this site. Of the 35.02 acre site, only the previously used area (~4.16 acres) will be available for tenant use. The remaining 30.6 acres, the majority of which is native hillside, will be protected and unavailable for use. 7-203: Protection of Waterbodies There are no wetlands or waterbodies that will be disturbed by activities associated with the small contractor’s yard. All existing ditches, including a section of the Union Irrigation Ditch, will be protected and maintained to provide optimal function. No storage of hazardous materials or use of salt or sand will be allowed on adjacent roads or the shared driveway. 7-204: Drainage + Erosion All runoff within the developed area shall be treated on site via bio-swales. Erosion control structures are proposed for erosion mitigation. Please refer to the grading and drainage plan in Exhibit B for more details on drainage and erosion control. Drainage is also discussed in detail within the preliminary engineering report included in this submission package. 7-205: Environmental Quality This application shall not adversely affect or otherwise limit the viability of existing agricultural operations and no agricultural lands shall be disturbed. This application is located on a reclaimed portion of the existing site A. Air Quality This application and any future tenant of 2340 CR 100 shall not cause air quality to be reduced below acceptable levels established by the Colorado Air Pollution Control Division B. Water Quality All hazardous materials shall be stored and used in compliance with applicable State and Federal hazardous materials regulations. 7-206: Wildfire Hazards A. Location Restrictions The application area is designated as a containing Low to Moderate fuel hazards as it is located along the boundary of irrigated agriculture lands (low) and shrub/brush rangeland comprised of pinyon-juniper plant communities (moderate). The southern portion of the property contains steep slopes, but the area designated for the Small Contractor’s yard would be located in the northern portion of the site where slopes are between 0-4%. The applicant has traditionally cleared ladder fuels from the developable area of the site and base of the hillside. They agree to continue to maintain vegetation control on the property to minimize any potential impacts from wildfire following Garfield County and State Forest Service guidelines for defensible space. approximate area of proposed small contractors yard 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 156 B. Development Does Not Increase a Potential Hazard The proposed application is developed in a manner that does not increase the potential intensity or duration of a wildfire, or adversely affect wildfire behavior or fuel composition. Leases shall contain provisions regarding the storage of potentially flammable materials. C. Roof Materials + Design This application does not propose any new structures. The existing site office includes a roof composed of non-combustible materials. 7-207: Natural + Geologic Hazards This application does not include any natural or geologic hazard areas. 7-208: Reclamation The proposed work within this site will only impact previously developed areas. No removal of vegetation or expansion of the existing yard is proposed. Any areas that are disturbed as a result of the proposed site plan will be restored as natural-appearing areas. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 157 DIVISION 3. SITE PLANNING AND DEVELOPMENT STANDARDS 7-301: Compatible Design Extensive efforts were made to ensure the proposed site plan provided a successful solution that minimizes impacts to neighboring properties while supporting the needs of future tenants. Multiple meetings were held with neighbors, Charles Cole and HP Hansen to share the proposed plans for the site and request feedback. The resulting Site Plan (Exhibit A), provides a low impact solution to the existing site. Subtle refinements to the site program and layout will result in a more compatible solution within the area context. The proposed site design offers safer and improved industrial functions, while respecting the local context and meeting County and RFTA standards. A. Site Organization The proposed site program/design contains minor circulation improvements to accommodate future vehicular and shared access needs. Perimeter areas are planned for low impact functions, such as: loading/unloading, snow storage and utility needs. The site interior will be used for tenant storage. B. Operational Characteristics Site operations have been improved through access and circulation planning. Dedicated parking, loading/unloading, one-way traffic routes, a commercial/industrial well and OWTS system are all proposed to ensure efficient operations throughout the site. C. Buffering The proposed site will rely on the continued maturation of the extensive perimeter vegetation and landform/berms to accommodate visual and acoustic buffering requirements. D. Materials No changes to exterior facades are planned as part of this submittal. 7-302: Off-street Parking and Loading Standards Off-street parking is proposed and delineated within Exhibits A + B. Per Table 7-302.A, the 670 square foot office would required 3 spaces minimum. Eight traditional stalls are delineated in the area of the office building, along with one Van ADA stall and one standard ADA stall (two total ADA stalls). Loading/ unloading areas are provided and labeled in the site plan in Exhibit A. 7-303: Landscaping Standards A waiver request to a landscaping plan is included in this package due to the industrial uses proposed on the site and the large amount existing vegetation on site acting as a buffer. The proposed Small Contractor’s Yard will be an industrial use located fully within an Rural Use Zone. However, as the applicant is seeking a waiver to the standard front setback requirement, landscape standards have been responded to below: 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 158 A. General Standards The proposed site program/design contains minor circulation improvements to accommodate future vehicular and shared access needs. Perimeter areas are planned for low impact functions, such as: loading/unloading, snow storage and utility needs. The site interior will be used for tenant storage. B. Multi-Family Development n/a C. Subdivision, PUD, and Rural Land Development Exemption n/a D. Plants Compatible with Local Conditions No changes to exterior facades are planned as part of this submittal. E. Existing Vegetation All healthy trees, native vegetation, natural or significant rock outcroppings, and other valuable features shall be preserved and integrated withi F. Minimum Size n/a - no new vegetation is being proposed as part of this application G. Minimum Number of Trees and Shrubs Existing site planting zones have been strategically grouped to provide naturalistic transitions from the adjacent native hillside, while also serving as internal buffers/dividers. These internal groupings of plants help to reduce the impacts of wind, noise and dust. These groupings also help to dilineate the site. H. Parking and Storage Prohibited n/a I. Clear Vision Area A Clear Vision Area, which meets the standards of this requirement, is depicted on the Site Plan in Exhibit A. 7-304: Lighting Standards No lighting improvements are proposed as part of this application. All existing exterior lights are directed inward and do not affect vehicular traffic along CR100. All interior lights are fully shielded and directed downwards. No flashing lights will be utilized anywhere on the property. 7-305: Snow Storage Standards Adequate snow storage areas are available on site to meet the 2.5% of driveway, parking and loading areas. These snow storage locations are included on the site plan in Exhibit A. Snow storage will be located in noted yard areas, away from vehicular traffic and operations areas. 7-306: Trail and Walkway Standards Interior stop signs will be located to identify vehicles of the intersection at the shared access drive and the Rio Grande Trail. The applicant has provided an Access Plan and received approval from RFTA confirming a proposed approach that meets existing safety and construction standards. 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 159 DIVISION 10. ADDITIONAL STANDARDS FOR INDUSTRIAL USE 7-1001: Industrial Use A. Residential Subdivisions n/a B. Setbacks The site lies within a rural/residential zone district. All storage and staging facilities will remain at least 100 feet from any property line to the east, south and west and at least 50 feet from the property line to the north. A waiver request to the northern property line setback of 50 feet has been included in this package. Please refer to Exhibit A for the industrial use setbacks. C. Concealing and Screening The existing layout of the site provide extensive concealing and screening qualities of internal activities from neighboring properties on all sides. As illustrated in the program diagrams on the following pages, a combination of deciduous and coniferous trees and shrubs have been planted at varying stages over the years to provide conceal and screen the site. D. Storing No changes to exterior facades are planned as part of this submittal. E. Industrial Wastes All healthy trees, native vegetation, natural or significant rock outcroppings, and other valuable features shall be preserved and integrated withi F. Noise The facility and future uses will adhere to noise standards as defined within Division 10. G. Ground Vibration The facility and future uses will adhere to ground vibration standards as defined within Division 10. H. Hours of Operation Work hours for the parcel shall be 7am to 7pm, Monday through Saturday. No operations shall occur on Sundays. I. Interference, Nuisance, or Hazard The facility and future uses will adhere to Interference, Nuisance, and Hazard standards as defined within Division 10. ENTRY FUTURE OWTS DIAGRAM KEY: PERIMETER SCREENING INTERNAL SCREENING MAIN ACCESS ROAD INTERNAL SITE ACCESS CR 1 0 0 RI O G R A N D E T R A I L OFFICE 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 160 Concealing and Screening Diagram 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 161 AERIAL VIEW OF WESTERN AND NORTHERN PROPERTY BOUNDARIES - LOOKING NORTHWEST AERIAL VIEW OF WESTERN AND NORTHERN PROPERTY BOUNDARIES - LOOKING SOUTHWEST 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 162 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 163 APPLICATION EXHIBITS Exhibit A: Site Plan Exhibit B: Grading and Drainage Plan Exhibit C: Water Distribution Plan Exhibit D: Site Improvement Survey Item# 1SOOT-2CP 1500 Gallon Top Seam -2CP DESIGN NOTES • Design per performance test per ASTM C1227 • Top surface area 62.33 ft2 • f'c @ 28 days ; concrete = 6,000 PSI Min. Installation: • Tank to be set on 5" min. sand bed or pea gravel • Tank to be backfilled uniformly on all sides in lifts less than 24" and mechanically compacted • Excavated material may be used for backfill, provided large stones are removed • Excavation should be dewatered and tank filled with water prior to being put in service for installation with water table less than 2' below grade • Meets C1644-06 for resilient connectors • Inlet and Outlet identified above pipe • Delivered complete with internal piping • 4' Maximum bury depth ALLOWABLE BURY (Based on Water Table) WATER TABLE ALLOWABLE EARTH FILL 6 II 6" ~----------13211----------~ LL·. -~• :~r [ Risers to Grade .• Top View o· -o· 3• -o· 5611 •• 4 II 1' -O" 3' -o· 2· -o· 4' -Q" • .. .. 3• -o· 4' -o· DRY 4• -o· ~---------129"---------~ Digging Specs Invert Dimensions 13' Long x 8' Wide Inlet Outlet Length Width Height 56" below inlet 56" 53" 132" 68" 68" oVALLEY 0 PRECAST, Inc. Buena Vista, Colorado Section View Net Capacity Net Weight Inlet Side 1002 gal Outlet Total Lid Tank 507 gal 1509 gal 3600 lbs 11180 lbs Phone: 719-39M784 Fax: 719-395-3727 Total 14780 lbs Website: www.valleyprecast.com Emall: frontdesk@valleyprecast.com • Has 5-10 times more flow area than other brands, so lasts many times longer between clean- ings, increasing homeowner satisfaction • Installs in min- utes inside new or existing tanks; extendible tee handle for easy removal • Easy to clean by simply hosing off whenever the tank needs pumping • Removes about two-thirds of sus- pended solids, on average, extending drainfield life • Corrosion-proof construction, to ensure long life • Lifetime warranty Residential Biotube® Effluent Filters Applications Our patented* 4-in. (100-mm) Biotube Effluent Filters, Biotube Jr., Biotube Insert Filters, and Biotube Base Inlet Filters are ideal for residential septic tanks and have a lifetime warranty. They prevent large solids from leaving the tank, dramatically improving wastewater quality and extending the life of residential drainfields. Standard Features & Benefits • Alarm available, to signal the need for cleaning • Flow modulating discharge orifices available to limit flow rate leaving tank, mitigat- ing surges and increasing retention time • Custom and commercial sizes available Effluent from the relatively clear zone of the septic tank, between the scum and sludge layers, horizontally enters the Biotube Effluent Filter. Effluent then enters the annular space between the housing and the Biotubes, utilizing the Biotubes’ entire surface for filtering. Particles larger than the Biotube’s mesh are prevented from leaving the tank. Optional Features & Benefits Biotube Filtering Process 8-in. (200-mm) Base Inlet Filter 4-in. (100-mm) Insert Filter 4-in. (100-mm) Biotube Jr. (4-in. Biotube cartridge avail- able separately as Insert Filter) Orenco’s superior effluent filters resist clogging better than all other brands. Our stan- dard, full-sized 4-in. (100-mm) Biotube Effluent Filter provides maximum long-term protection in a complete package, with housing. Our 4-in. (100-mm) Biotube Jr., at half the size of our standard model, has more filtering capacity than the full-sized filters sold by other manufacturers. For tanks with existing outlet tees, the Biotube Insert Filter is ideal. And for low-profile tanks, there’s the Base Inlet Filter. * Covered by patent numbers 5,492,635 and 4,439,323 4-in. (100-mm) Biotube Effluent Filter APS-FT-1 Rev. 3.4 © 11/10 Orenco Systems®, Inc. To Order Call your nearest Orenco Systems®, Inc. distributor. For nearest distribu- tor, call Orenco at 800-348-9843 or go to www.orenco.com and click on “Distributor Locator.” Nomenclatures Riser wall Tank wall Filter housing Extendible PVC handle Stainless steel set screws Top seal plate Air vents Biotube® filter cartridge Solid base 4-in. Biotube Effluent Filter 4-in. Biotube Jr. 4-in. Biotube Filter (standard) 4-in. Biotube Jr. (includes cartridge and housing) Distributed By: 8-in. Biotube Filter (base inlet model) 4-in. Biotube Filter Insert (cartridge only) Junior series FT J0418 Biotube effluent filter series Filter diameter (inches) Cartridge height (inches) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee Options: Blank = no options M = flow modulation plate installed A = float bracket attached Blank = 1/8" filtration P = 1/16" filtration Insert FT i0418 Biotube effluent filter series Filter diameter (inches) Cartridge height (inches) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee - For customized options (e.g., NC indicates North Carolina regions) - Blank = 1/8" filtration P = 1/16" filtration FT 04 Biotube effluent filter series Filter diameter (inches) Housing height: 36" and 44" are standard Options: Blank = no options M = flow modulation plate installed A = float bracket attached Cartridge height: 28" and 36" are standard - Blank = 1/8" filtration P = 1/16" filtration W = fits Type 3034 outlet pipe S = fits Schedule 40 outlet pipe FT 2208 14 B Biotube effluent filter series Housing height: 22" standard Cartridge height: 14" standard Options: A = float bracket FS = 2" outlet orifice FSO = 2" outlet orifice and overflow plate* Base inlet model - Blank = 1/8" filtration P = 1/16" filtration Filter diameter (inches) 08 = 8" * Also available with coupling and sleeve as a “kit”: FT-OVERFLOWKIT Item# SOOT-1CP.HH 500 Gallon Top Seam - 1 CP with High Head Pump DESIGN NOJES • Design per performance test per ASTM C1227 • Top surface area 23.4 ft' • f'c @ 28 days; concrete = 6,000 PSI Min. Installation: • Tank to be set on s• min. sand bed or pea gravel • Tank to be backfilled uniformly on all sides in lifts less than 24" and mechanically compacted • Excavated material may be used for backfill, provided large stones are removed • Excavation should be dewatered and tank filled with water prior to being put in service for installation with water table less than 2' below grade • Meets C1644-06 for resilient connectors • Inlet and Outlet identified above pipe • Delivered complete with internal piping • Control Panel to be mounted in sight line of tank • 4' Maximum bury depth ALLOWABLE BURY (Based on Water Table) WATER TABLE ALLOWABLE EARTH FILL o· -o· 3• -o· 1' -O" 4' -o· 2· -o· 4' -o· 3' -o· 4• -o· DRY 4• -o· *Service contracts available for maintenance.* Wires to Panel Top View • Minimum Height Dlscomect alve Fie . Boot Dlacharge Heis,ttn' 6 II 56" • •,, •. utyl Rubber Sealant • 7 1 54" Pump: Section View • Lowers TSS and improves effluent quality to field • Complete installation (wiring, panel, mounting and start-up procedures) • Complete warranty Digging Soecs Invert Dimensions Net Net Weiaht 7' Long x 7' Wide Inlet Outlet Length Width 56" below inlet 56" 54"or73" 58" 58" oVALLEY 0 PRECAST, Inc. Buena Vista, Colorado Mm. Hgt. 92" Capacity Lid Tank Total 522 gals 1,340 lbs 4,100 lbs 5,640 lbs Phone: 719-39M784 Fax: 719-395-3727 Website: www.valleyprecast.com Emall: frontdesk@valleyprecast.com Item# DM Top View Tank Deadman (Anti Buoyancy) 24" ~24"-- ' . . "' ,•. 4.. . -~ ."' . ·. 4 · .. . . .,., • • • • #4 Rebar Lifting Eye 6000 psi concrete 6001bs Cable is not provided Section View l 12" j ,• 4 "' •. . . Suggested Installation: Turnbuckle on one side to tighten cable before installation (Supplied by Others) Tank Installation --23"--Two 3/a" Cables (Not provided) • .______...~~ ·.~· ... -~~ . :1 ~ ... .. . · .• :· .... ---~ : :~ ~ ·: ··-~~ . ;,•. . . ... . ; . -~-..... .s· ··~ ... ~-4:'· . ·.· .... "<I! NOTE: Please refer to Buoyancy Engineering for each tank for correct number of deadmen needed. oVALLEY 0 PRECAST, Inc. Buena Vista, Colorado . .. ., . . . . . .. .. . . Phone: 719-39M784 Fax: 719-395-3727 Website: www.valleyprecast.com Emall: frontdesk@valleyprecast.com ... 4 Double Walled PVC Riser & Lid Options Poly Lid (Static load tested to 5000 lbs) • Skid resistance surface • Available in green • Highest level of W Protection included • Includes a foam gasket for airtight and watertight applications 1fttfttfttfttft • Includes square drive screws to discourage unauthorized entry ---2· of Insulation • Insulation panels achieve R-10 insulation rating Standard Double Walled PVC Riser • Available in 24• and 30• Diameter • Cut to length • Sold in +/-2• incremen1s • Must be cut between ribs oVALLEY 0 PRECAST, Inc. Buena Vista, Colorado Orenco ® DuraFiberTM Access Lids (FLD) Not recommended for vehicular traffic 24• and 30• Diameters • Solid, resin-infused fiberglass construction • 20,000-lb breaking strength • Standard green or brown colors • Available with or without urethane lid gasket • Available with carbon filtration • 4 stainless steel flathead socket cap screws & hex key wrench • Insulated lids available -r or 4• ·4it=&="'"f'====:?=w=-•ff""'r:====~w=-•=r / 2• of Insulation Phone: 719-39M784 Fax: 719-395-3727 Website: www.valleyprecast.com Emall: frontdesk@valleyprecast.com Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-BPP-1 Rev. 1.2, © 08/14 Page 1 of 4 Biotube® ProPak Pump Package™ Technical Data SheetOrenco® 60-Hz Series Pump Packages General Orenco’s Biotube® ProPak™ is a complete, integrated pump package for filtering and pumping effluent from septic tanks. And its patented pump vault technology eliminates the need for separate dosing tanks. This document provides detailed information on the ProPak pump vault and filter, 4-in. (100-mm) 60-Hz turbine effluent pump, and control panel. For more information on other ProPak components, see the following Orenco technical documents: • Float Switch Assemblies (NSU-MF-MF-1) • Discharge Assemblies (NTD-HV-HV-1) • Splice Boxes (NTD-SB-SB-1) • External Splice Box (NTD-SB-SB-1) Applications The Biotube ProPak is designed to filter and pump effluent to either gravity or pressurized discharge points. It is intended for use in a septic tank (one- or two-compartment) and can also be used in a pump tank. The Biotube ProPak is designed to allow the effluent filter to be removed for cleaning without the need to remove the pump vault or pump, simpli- fying servicing. Complete packages are available for on-demand or timed dosing sys- tems with flow rates of 20, 30, and 50-gpm (1.3, 1.9, and 3.2 L/sec), as well as with 50 Hz and 60 Hz power supplies. Standard Models BPP20DD, BPP20DD-SX, BPP30TDA, BPP30TDD-SX, BBPP50TDA, BPP50TDD-SX Product Code Diagram Biotube® ProPak™ pump package components. 4-in. (100-mm) turbine effluent pump Pump motor Pump liquid end Pump vault Support pipe Discharge assembly Float collar Float stem Floats Float bracket Biotube® filter cartridge Vault inlet holes External splice box (Optional; internal splice box comes standard.) Riser lid (not included) Riser (not included) Control panel BPP Pump flow rate, nominal: 20 = 20 gpm (1.3 L/sec) 30 = 30 gpm (1.9 L/sec) 50 = 50 gpm (3.2 L/sec) Control panel application: DD = demand-dosing TDA = timed-dosing, analog timer TDD = timed dosing, digital timer, elapsed time meter & counters Standard options: Blank = 57-in. (1448-mm) vault height, internal splice box, standard discharge assembly 68 = 68-in. (1727-mm) vault height SX = external splice box CW = cold weather discharge assembly DB = drainback discharge assembly Q = cam lock MFV = non-mercury float - Biotube® ProPak™ pump vault Technical Data SheetOrenco® Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-BPP-1 Rev. 1.2, © 08/14 Page 2 of 4 ProPak™ Pump Vault Materials of Construction Vault body Polyethylene Support pipes PVC Dimensions, in. (mm) A - Overall vault height 57 (1448) or 68 (1727) B - Vault diameter 17.3 (439) C - Inlet hole height 19 (475) D - Inlet hole diameter (eight holes total) 2 (50) E - Vault top to support pipe bracket base 3 (76) F - Vault bottom to filter cartridge base 4 (102) ProPak™ pump vault (shown with Biotube filter and effluent pump) Biotube® Filter Cartridge Materials of Construction Filter tubes Polyethylene Cartridge end plates Polyurethane Handle assembly PVC Dimensions, in. (mm) A - Cartridge height 18 (457) B - Cartridge width 12 (305) Performance Biotube® mesh opening 0.125 in. (3 mm)* Total filter flow area 4.4 ft2 (0.4 m2) Total filter surface area 14.5 ft2 (1.35 m2) Maximum flow rate 140 gpm (8.8 L/sec) *0.062-in. (1.6-mm) filter mesh available Biotube® filter cartridge (shown with float switch assembly) AA D E B B C E Technical Data Sheet Orenco® Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-BPP-1 Rev. 1.2, © 08/14 Page 3 of 4 Pump Curves Pump curves, such as those shown here, can help you determine the best pump for your system. Pump curves show the relationship between flow (gpm or L/sec) and pressure (TDH), providing a graphical representation of a pump’s performance range. Pumps perform best at their nominal flow rate, measured in gpm or L/sec. 4-in. (100-mm) Turbine Effluent Pumps Orenco’s 4-in. (100 mm) Turbine Effluent Pumps are constructed of lightweight, corrosion-resistant stainless steel and engineered plastics; all are field-serviceable and repairable with common tools. All 60-Hz PF Series models are CSA certified to the U.S. and Canadian safety standards for effluent pumps, and meet UL requirements. Power cords for Orenco’s 4-in. (100-mm) turbine effluent pumps are Type SOOW 600-V motor cable (suitable for Class 1, Division 1 and 2 applications). Materials of Construction Discharge: Stainless steel or glass-filled polypropylene Discharge bearing: Engineered thermoplastic (PEEK) Diffusers: Glass-filled PPO Impellers: Acetal (20-, 30-gmp), Noryl (50-gpm) Intake screens: Polypropylene Suction connection: Stainless steel Drive shaft: 300 series stainless steel Coupling: Sintered 300 series stainless steel Shell: 300 series stainless steel Lubricant: Deionized water and propylene glycol Specifications Nom. flow, Length Weight Discharge Impellers gpm (L/sec) in. (mm) lb (kg) in., nominal 1 20 (1.3) 22.5 (572) 26 (11) 1.25 4 30 (1.9) 21.3 (541) 25 (11) 1.25 3 50 (3.2) 20.3 (516) 27 (12) 2.00 2 Performance Nom. flow, hp (kW) Design Rated Min liquid gpm (L/sec) flow amps cycles/day level, in. (mm) 2 20 (1.3) 0.5 (0.37) 12.3 300 18 (457) 30 (1.9) 0.5 (0.37) 11.8 300 20 (508) 50 (3.2) 0.5 (0.37) 12.1 300 24 (610) 1 Discharge is female NPT threaded, U.S. nominal size, to accommodate Orenco® discharge hose and valve assemblies. Consult your Orenco Distributor about fittings to connect discharge assemblies to metric-sized piping. 2 Minimum liquid level is for single pumps when installed in an Orenco Biotube® ProPak™ Pump Vault. 10 20 30 40 6050 70 0.63 1.26 1.89 2.52 3.793.15 4.42 140 120 100 80 60 40 20 Flow in gallons per minute (gpm) Flow in liters per second (L/sec)Total dynamic head (TDH) in feetTotal dynamic head (TDH) in metersPF 500511 43 37 30 24 18 12 6 PF 200511 PF 300511 Technical Data SheetOrenco® Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-BPP-1 Rev. 1.2, © 08/14 Page 4 of 4 AUTO OFF MAN NN1 Control Panel (Demand Dose) Orenco’s ProPak™ demand dose control panels are specifically engineered for the ProPak pump package and are ideal for applications such as demand dosing from a septic tank into a conventional gravity drainfield. Materials of Construction Enclosure UV-resistant fiberglass, UL Type 4X Hinges Stainless steel Dimensions, in. (mm) A - Height 11.5 (290) B - Width 9.5 (240) C - Depth 5.4 (135) Specifications Panel ratings 120 V, 3/4 hp (0.56 kW), 14 A, single phase, 60 Hz 1. Motor-start contactor 16 FLA, 1 hp (0.75 kW), 60 Hz; 2.5 million cycles at FLA (10 million at 50% of FLA) 2. Circuit 120 V, 10 A, OFF/ON switch, Single pole breakers 3. Toggle switch Single-pole, double-throw HOA switch, 20 A 4. Audio alarm 95 dB at 24 in. (600 mm), warble-tone sound, UL Type 4X 5. Audio alarm 120 V, automatic reset, DIN rail mount silence relay 6. Visual alarm 7/8-in. (22-mm) diameter red lens, “Push-to-silence,” 120 V LED, UL Type 4X Control Panel (Timed Dose) Orenco’s ProPak timed dose control panels are specifically engineered for the ProPak pump package and are ideal for applications such as timed dosing from a septic tank into a pressurized drainfield or mound. Analog or digital timers are available. Materials of Construction Enclosure UV-resistant fiberglass, UL Type 4X Hinges Stainless steel Dimensions, in. (mm) A - Height 11.5 (290) B - Width 9.5 (240) C - Depth 5.4 (135) Specifications Panel ratings 120 V, 3/4 hp (0.56 kW), 14 A, single phase, 60 Hz Dual-mode Programmable for timed- or demand-dosing (digital timed-dosing panels only) 1a. Analog timer 120 V, repeat cycle from 0.05 seconds to 30 (not shown) hours. Separate variable controls for OFF and ON time periods 1b. Digital timer 120-V programmable logic unit with built-in LCD (shown below) screen and programming keys. Provides control functions and timing for panel operation 2. Motor-start contactor 16 FLA, 1 hp (0.75 kW), 60 Hz; 2.5 million cycles at FLA (10 million at 50% of FLA) 3. Circuit breakers 120 V, 10 A, OFF/ON switch. Single pole 120 V 4. Toggle Switch Single-pole, double-throw HOA switch, 20 A 5. Audio alarm 95 dB at 24 in. (600 mm), warble-tone sound, UL Type 4X 6. Visual alarm 7/8-in. (22-mm) diameter red lens, “Push-to-silence”, 120 V LED, UL Type 4X Control panel, demand-dose Control panel, timed-dose (digital timer model shown) 1b 2 3 4 56 1 2 3 4 5 6 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 1 of 6 PF Series 4-inch (100-mm) Submersible Effluent Pumps Technical Data SheetOrenco® Applications Our 4-inch (100-mm) Submersible Effluent Pumps are designed to transport screened effluent (with low TSS counts) from septic tanks or separate dosing tanks. All our pumps are constructed of lightweight, corrosion-resistant stainless steel and engineered plastics; all are field- serviceable and repairable with common tools; and all 60-Hz PF Series models are CSA certified to the U.S. and Canadian safety standards for effluent pumps, meeting UL requirements. Orenco’s Effluent Pumps are used in a variety of applications, including pressurized drainfields, packed bed filters, mounds, aerobic units, effluent irrigation, effluent sewers, wetlands, lagoons, and more. These pumps are designed to be used with a Biotube® pump vault or after a secondary treatment system. Features/Specifications To specify this pump for your installation, require the following: • Minimum 24-hour run-dry capability with no deterioration in pump life or performance* • Patented 1⁄8-inch (3-mm) bypass orifice to ensure flow recirculation for motor cooling and to prevent air bind • Liquid end repair kits available for better long-term cost of ownership • TRI-SEAL™ floating impeller design on 10, 15, 20, and 30 gpm (0.6, 1.0, 1.3, and 1.9 L/sec) models; floating stack design on 50 and 75 gpm (3.2 and 4.7 L/sec) models • Franklin Electric Super Stainless motor, rated for continuous use and frequent cycling • Type SOOW 600-V motor cable • Five-year warranty on pump or retrofit liquid end from date of manu- facture against defects in materials or workmanship * Not applicable for 5-hp (3.73 kW) models Standard Models See specifications chart, pages 2-3, for a list of standard pumps. For a complete list of available pumps, call Orenco. Product Code Diagram PF - Nominal flow, gpm (L/sec): 10 = 10 (0.6) 15 = 15 (1.0) 20 = 20 (1.3) 30 = 30 (1.9) 50 = 50 (3.2) 75 = 75 (4.7) Pump, PF Series Frequency: 1 = single-phase 60 Hz 3 = three-phase 60 Hz 5 = single-phase 50 Hz Voltage, nameplate: 1 = 115* 200 = 200 2 = 230† 4 = 460 Horsepower (kW): 03 = 1⁄3 hp (0.25) 05 = ½ hp (0.37) 07 = ¾ hp (0.56) 10 = 1 hp (0.75) 15 = 1-½ hp (1.11) 20 = 2 hp (1.50) 30 = 3 hp (2.24) 50 = 5 hp (3.73) Cord length, ft (m):‡ Blank = 10 (3) 20 = 20 (6) 30 = 30 (9) 50 = 50 (15) * ½-hp (0.37kW) only †220 volts for 50 Hz pumps ‡Note: 20-foot cords are available only for single-phase pumps through 1-½ hp Franklin Super Stainless Motor Franklin Liquid End Discharge Connection Bypass Orifice Suction Connection LR80980 LR2053896 Powered by ~® ~ Franklin Electric c~us 'V' Technical Data SheetOrenco® Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 2 of 6 Specifications, 60 Hz Pump Model PF100511 10 (0.6) 0.50 (0.37) 1 115 120 12.7 12.7 6 1 ¼ in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF100512 10 (0.6) 0.50 (0.37) 1 230 240 6.3 6.3 6 1 ¼ in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF10053200 10 (0.6) 0.50 (0.37) 3 200 208 3.8 3.8 6 1 ¼ in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF100712 4, 5 10 (0.6) 0.75 (0.56) 1 230 240 8.3 8.3 8 1 ¼ in. GFP 25.9 (658) 17 (432) 30 (14) 300 PF10073200 4, 5 10 (0.6) 0.75 (0.56) 3 200 208 5.1 5.2 8 1 ¼ in. GFP 25.4 (645) 17 (432) 31 (14) 300 PF101012 5, 6 10 (0.6) 1.00 (0.75) 1 230 240 9.6 9.6 9 1 ¼ in. GFP 27.9 (709) 18 (457) 33 (15) 100 PF10103200 5, 6 10 (0.6) 1.00 (0.75) 3 200 208 5.5 5.5 9 1 ¼ in. GFP 27.3 (693) 18 (457) 37 (17) 300 PF102012 5, 6, 7, 8 10 (0.6) 2.00 (1.49) 1 230 240 12.1 12.1 18 1 ¼ in. SS 39.5 (1003) 22 (559) 48 (22) 100 PF102032 5, 6, 8 10 (0.6) 2.00 (1.49) 3 230 240 7.5 7.6 18 1 ¼ in. SS 37.9 (963) 20 (508) 44 (20) 300 PF10203200 5, 6, 8 10 (0.6) 2.00 (1.49) 3 200 208 8.7 8.7 18 1 ¼ in. SS 37.9 (963) 20 (508) 44 (20) 300 PF150311 15 (1.0) 0.33 (0.25) 1 115 120 8.7 8.8 3 1 ¼ in. GFP 19.5 (495) 15 (380) 23 (10) 300 PF150312 15 (1.0) 0.33 (0.25) 1 230 240 4.4 4.5 3 1 ¼ in. GFP 19.5 (495) 15 (380) 23 (10) 300 PF200511 20 (1.3) 0.50 (0.37) 1 115 120 12.3 12.5 4 1 ¼ in. GFP 22.3 (566) 18 (457) 25 (11) 300 PF200512 20 (1.3) 0.50 (0.37) 1 230 240 6.4 6.5 4 1 ¼ in. GFP 22.5 (572) 18 (457) 26 (12) 300 PF20053200 20 (1.3) 0.50 (0.37) 3 200 208 3.7 3.8 4 1 ¼ in. GFP 22.3 (566) 18 (457) 26 (12) 300 PF201012 4, 5 20 (1.3) 1.00 (0.75) 1 230 240 10.5 10.5 7 1 ¼ in. GFP 28.4 (721) 20 (508) 33 (15) 100 PF20103200 4, 5 20 (1.3) 1.00 (0.75) 3 200 208 5.8 5.9 7 1 ¼ in. GFP 27.8 (706) 20 (508) 33 (15) 300 PF201512 4, 5 20 (1.3) 1.50 (1.11) 1 230 240 12.4 12.6 9 1 ¼ in. GFP 34.0 (864) 24 (610) 41 (19) 100 PF20153200 4, 5 20 (1.3) 1.50 (1.11) 3 200 208 7.1 7.2 9 1 ¼ in. GFP 30.7 (780) 20 (508) 35 (16) 300 PF300511 30 (1.9) 0.50 (0.37) 1 115 120 11.8 11.8 3 1 ¼ in. GFP 21.3 (541) 20 (508) 28 (13) 300 PF300512 30 (1.9) 0.50 (0.37) 1 230 240 6.2 6.2 3 1 ¼ in. GFP 21.3 (541) 20 (508) 25 (11) 300 PF30053200 30 (1.9) 0.50 (0.37) 3 200 208 3.6 3.6 3 1 ¼ in. GFP 21.3 (541) 20 (508) 25 (11) 300 PF300712 30 (1.9) 0.75 (0.56) 1 230 240 8.5 8.5 5 1 ¼ in. GFP 24.8 (630) 21 (533) 29 (13) 300 PF30073200 30 (1.9) 0.75 (0.56) 3 200 208 4.9 4.9 5 1 ¼ in. GFP 24.6 (625) 21 (533) 30 (14) 300 PF301012 4 30 (1.9) 1.00 (0.75) 1 230 240 10.4 10.4 6 1 ¼ in. GFP 27.0 (686) 22 (559) 32 (15) 100 PF30103200 4 30 (1.9) 1.00 (0.75) 3 200 208 5.8 5.8 6 1 ¼ in. GFP 26.4 (671) 22 (559) 33 (15) 300 PF301512 4, 5 30 (1.9) 1.50 (1.11) 1 230 240 12.6 12.6 8 1 ¼ in. GFP 32.8 (833) 24 (610) 40 (18) 100 PF30153200 4, 5 30 (1.9) 1.50 (1.11) 3 200 208 6.9 6.9 8 1 ¼ in. GFP 29.8 (757) 22 (559) 34 (15) 300 PF301534 4, 5 30 (1.9) 1.50 (1.11) 3 460 480 2.8 2.8 8 1 ¼ in. GFP 29.5 (685) 22 (559) 34 (15) 300 PF302012 5, 6, 7 30 (1.9) 2.00 (1.49) 1 230 240 11.0 11.0 10 1 ¼ in. SS 35.5 (902) 26 (660) 44 (20) 100 PF30203200 5, 6 30 (1.9) 2.00 (1.49) 3 200 208 9.3 9.3 10 1 ¼ in. SS 34.0 (864) 24 (610) 41 (19) 300 PF303012 5, 6, 7, 8 30 (1.9) 3.00 (2.23) 1 230 240 16.8 16.8 14 1 ¼ in. SS 44.5 (1130) 33 (838) 54 (24) 100 PF303032 5, 6, 8 30 (1.9) 3.00 (2.23) 3 230 240 10.0 10.1 14 1 ¼ in. SS 44.3 (1125) 27 (686) 52 (24) 300 PF305012 5, 6, 7, 8 30 (1.9) 5.00 (3.73) 1 230 240 25.6 25.8 23 1 ¼ in. SS 66.5 (1689) 53 (1346) 82 (37) 100 PF305032 5, 6, 8 30 (1.9) 5.00 (3.73) 3 230 240 16.6 16.6 23 1 ¼ in. SS 60.8 (1544) 48 (1219) 66 (30) 300 PF30503200 5, 6, 8 30 (1.9) 5.00 (3.73) 3 200 208 18.7 18.7 23 1 ¼ in. SS 60.8 (1544) 48 (1219) 66 (30) 300 PF500511 50 (3.2) 0.50 (0.37) 1 115 120 12.1 12.1 2 2 in. SS 20.3 (516) 24 (610) 27 (12) 300 PF500512 50 (3.2) 0.50 (0.37) 1 230 240 6.2 6.2 2 2 in. SS 20.3 (516) 24 (610) 27 (12) 300 PF500532 50 (3.2) 0.50 (0.37) 3 230 240 3.0 3.0 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF50053200 50 (3.2) 0.50 (0.37) 3 200 208 3.7 3.7 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF500534 50 (3.2) 0.50 (0.37) 3 460 480 1.5 1.5 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF500712 50 (3.2) 0.75 (0.56) 1 230 240 8.5 8.5 3 2 in. SS 23.7 (602) 25 (635) 31 (14) 300 PF500732 50 (3.2) 0.75 (0.56) 3 230 240 3.9 3.9 3 2 in. SS 23.7 (602) 25 (635) 32 (15) 300 PF50073200 50 (3.2) 0.75 (0.56) 3 200 208 4.9 4.9 3 2 in. SS 23.1 (587) 26 (660) 32 (15) 300Design gpm (L/sec)Horsepower (kW)PhaseNameplate voltageActual voltageDesign flow ampsMax ampsImpellersDischarge size and material 1Length, in. (mm)Min. liquid level, 2 in. (mm)Weight, 3 lb (kg)Rated cycles/day Technical Data Sheet Orenco® Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 3 of 6 Specifications, 60 Hz (continued) Pump Model PF500734 50 (3.2) 0.75 (0.56) 3 460 480 1.8 1.8 3 2 in. SS 34.8 (884) 25 (635) 31 (14) 300 PF501012 50 (3.2) 1.00 (0.75) 1 230 240 10.1 10.1 4 2 in. SS 27.0 (686) 26 (660) 35 (16) 100 PF50103200 50 (3.2) 1.00 (0.75) 3 200 208 5.7 5.7 4 2 in. SS 26.4 (671) 26 (660) 39 (18) 300 PF501034 50 (3.2) 1.00 (0.75) 3 460 480 2.2 2.2 4 2 in. SS 26.4 (671) 26 (660) 39 (18) 300 PF5015124 50 (3.2) 1.50 (1.11) 1 230 240 12.5 12.6 5 2 in. SS 32.5 (826) 30 (762) 41 (19) 100 PF501532004 50 (3.2) 1.50 (1.11) 3 200 208 7.0 7.0 5 2 in. SS 29.3 (744) 26 (660) 35 (16) 300 PF503012 4, 5, 7, 8 50 (3.2) 3.00 (2.23) 1 230 240 17.7 17.7 8 2 in. SS 43.0 (1092) 37 (940) 55 (25) 100 PF50303200 4, 5, 8 50 (3.2) 3.00 (2.23) 3 200 208 13.1 13.1 8 2 in. SS 43.4 (1102) 30 (762) 55 (25) 300 PF503034 4, 5, 8 50 (3.2) 3.00 (2.23) 3 460 480 5.3 5.3 8 2 in. SS 40.0 (1016) 31 (787) 55 (25) 300 PF505012 5,6,7,8 50 (3.2) 5.00 (3.73) 1 230 240 26.2 26.4 13 2 in. SS 65.4 (1661) 55 (1397) 64 (29) 300 PF505032 5,6,7,8 50 (3.2) 5.00 (3.73) 3 230 240 16.5 16.5 13 2 in. SS 59.3 (1506) 49 (1245) 64 (29) 300 PF751012 75 (4.7) 1.00 (0.75) 1 230 240 9.9 10.0 3 2 in. SS 27.0 (686) 27 (686) 34 (15) 100 PF751512 75 (4.7) 1.50 (1.11) 1 230 240 12.1 12.3 4 2 in. SS 33.4 (848) 30 (762) 44 (20) 100 Specifications, 50 Hz Pump Model PF100552 10 (0.6) 0.50 (0.37) 1 220 230 3.9 4.1 6 1 ¼ in. GFP 23.0 (584) 17 (432) 26 (12) 300 PF100752 4, 5 10 (0.6) 0.75 (0.56) 1 220 230 6.2 6.2 9 1 ¼ in. GFP 26.8 (658) 17 (432) 30 (14) 300 PF101552 5, 6 10 (0.6) 1.50 (1.11) 1 220 230 10.5 11.4 18 1 ¼ in. SS 39.5 (1003) 22 (559) 46 (21) 300 PF300552 30 (1.9) 0.50 (0.37) 1 220 230 4.1 4.1 4 1 ¼ in. GFP 22.5 (572) 19 (483) 26 (12) 300 PF300752 30 (1.9) 0.75 (0.56) 1 220 230 6.1 6.1 5 1 ¼ in. GFP 24.8 (630) 19 (483) 29 (13) 300 PF301052 30 (1.9) 1.00 (0.75) 1 220 230 7.4 7.4 7 1 ¼ in. GFP 28.4 (721) 20 (508) 32 (15) 100 PF301552 4, 5 30 (1.9) 1.50 (1.11) 1 220 230 9.3 9.3 8 1 ¼ in. GFP 35.4 (899) 24 (610) 40 (18) 100 PF500552 50 (3.2) 0.50 (0.37) 1 220 230 4.0 4.0 2 2 in. SS 20.3 (516) 25 (635) 29 (13) 300 PF500752 50 (3.2) 0.75 (0.56) 1 220 230 6.3 6.4 3 2 in. SS 23.7 (602) 25 (635) 31 (14) 300 PF501052 50 (3.2) 1.00 (0.75) 1 220 230 7.3 7.4 4 2 in. SS 27.0 (686) 26 (660) 35 (16) 100 PF501552 50 (3.2) 1.50 (1.11) 1 220 230 9.1 9.1 5 2 in. SS 32.5 (826) 30 (762) 42 (19) 100 PF751052 75 (3.2) 1.00 (0.75) 1 220 230 7.3 7.3 4 2 in. SS 30.0 (762) 27 (686) 34 (15) 100 1 GFP = glass-filled polypropylene; SS = stainless steel. The 1 ¼-in. NPT GFP discharge is 2 7⁄8 in. octagonal across flats; the 1 ¼-in. NPT SS discharge is 2 1⁄8 in. octagonal across flats; and the 2-in. NPT SS discharge is 2 7⁄8 in. hexagonal across flats. Discharge is female NPT threaded, U.S. nominal size, to accommodate Orenco® discharge hose and valve assemblies. Consult your Orenco Distributor about fittings to connect hose and valve assemblies to metric-sized piping. 2 Minimum liquid level is for single pumps when installed in an Orenco Biotube® Pump Vault or Universal Flow Inducer. In other applications, minimum liquid level should be top of pump. Consult Orenco for more information. 3 Weight includes carton and 10-ft (3-m) cord. 4 High-pressure discharge assembly required. 5 Do not use cam-lock option (Q) on discharge assembly. 6 Custom discharge assembly required for these pumps. Contact Orenco. 7 Capacitor pack (sold separately or installed in a custom control panel) required for this pump. Contact Orenco. 8 Torque locks are available for all pumps, and are supplied with 3-hp and 5-hp pumps. Design gpm (L/sec)Horsepower (kW)PhaseNameplate voltageActual voltageDesign flow ampsMax ampsImpellersDischarge size and material 1Length, in. (mm)Min. liquid level, 2 in. (mm)Weight, 3 lb (kg)Rated cycles/day Technical Data SheetOrenco® Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 4 of 6 Materials of Construction Discharge Glass-filled polypropylene or stainless steel Discharge bearing Engineered thermoplastic (PEEK) Diffusers Glass-filled PPO (Noryl GFN3) Impellers Celcon® acetal copolymer on 10-, 20, and 30-gpm models; 50-gpm impellers are Noryl GFN3 Intake screen Polypropylene Suction connection Stainless steel Drive shaft 7/16 inch hexagonal stainless steel, 300 series Coupling Sintered stainless steel, 300 series Shell Stainless steel, 300 series Motor Franklin motor exterior constructed of stainless steel. Motor filled with deionized water and propylene glycol for constant lubrication. Hermetically sealed motor housing ensures moisture-free windings. All thrust absorbed by Kingsbury-type thrust bearing. Rated for continuous duty. Single- phase motors and 200 and 230 V 3-phase motors equipped with surge arrestors for added security. Single-phase motors through 1.5 hp (1.11 kW) have built-in thermal overload protection, which trips at 203-221˚ F (95-105˚ C). Using a Pump Curve A pump curve helps you determine the best pump for your system. Pump curves show the relationship between flow (gpm or L/sec) and pressure (total dynamic head, or TDH), providing a graphical representation of a pump’s optimal performance range. Pumps perform best at their nominal flow rate — the value, measured in gpm, expressed by the first two numerals in an Orenco pump nomenclature. The graphs in this section show optimal pump operation ranges with a solid line. Flow flow rates outside of these ranges are shown with a dashed line. For the most accurate pump specification, use Orenco’s PumpSelect™ software. Pump Curves, 60 Hz Models Total dynamic head (TDH) in feetFlow in gallons per minute (gpm) 24 81012141660 800 700 600 500 400 300 200 100 PF1005-FC w/ ¼" flow controller PF10 Series, 60 Hz, 0.5 - 2.0 hp PF1007 PF1010 PF1020 PF1005 Total dynamic head (TDH) in feetFlow in gallons per minute (gpm) 36 12 15 18 21 2490 160 140 120 100 80 60 40 20 0 PF1503 PF15 Series, 60 Hz, 0.3 hp Technical Data Sheet Orenco® Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 5 of 6Total dynamic head (TDH) in feetFlow in gallons per minute (gpm) 5102025303540150 400 350 300 250 200 150 100 50 0 PF2005 PF2010 PF2015 PF20 Series, 60 Hz, 0.5 - 1.5 hp Total dynamic head (TDH) in feetFlow in gallons per minute (gpm) 510202530354045150 800 900 700 600 500 400 300 200 100 0 PF3005 PF3007 PF3010 PF3015 PF3020 PF3030 PF3050 PF30 Series, 60 Hz, 0.5 - 5.0 hp Total dynamic head (TDH) in feetFlow in gallons per minute (gpm) 450 400 350 300 250 200 150 100 50 0 10 02040506070809030 PF5050 PF5030 PF5015 PF5010 PF5007 PF5005 PF50 Series, 60 Hz, 0.5 - 5.0 hp Total dynamic head (TDH) in feetFlow in gallons per minute (gpm) 10 20 40 50 60 70 80 90 100300 80 90 100 70 60 50 40 30 20 10 0 PF75 Series, 60 Hz, 1.0 - 1.5 hpPF7515 PF7510 60 Hz Models (continued) Technical Data SheetOrenco® Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 6 of 6Total dynamic head (TDH) in metersTotal dynamic head (TDH) in feet, nominalFlow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 0.90.80.70.60.50.40.30.20.10 13119.57.96.34.83.21.6 120 100 80 60 40 20 0 160 180 140 394 328 262 197 131 66 525 459 PF100552 PF100752 PF101552 PF1005-FC w/ 6mm flow controller PF10 Series, 50 Hz, 0.37 - 1.11 kW Total dynamic head (TDH) in metersTotal dynamic head (TDH) in feet, nominalFlow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 0.8 1.2 1.6 2.0 2.40.40 13 19 25 326.3 60 80 100 120 40 20 0 197 262 328 131 66 PF301552 PF301052 PF300752 PF300552 PF30 Series, 50 Hz, 0.37 - 1.11 kW Total dynamic head (TDH) in metersTotal dynamic head (TDH) in feet, nominalFlow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 0.5 1.0 2.0 2.5 3.0 3.5 4.0 4.51.50 7.9 16 32 40 48 56 6324 40 45 35 30 25 20 15 10 5 0 131 115 98 82 66 49 33 16 PF501552 PF501052 PF500752 PF500552 PF50 Series, 50 Hz, 0.37 - 1.11 kW Total dynamic head (TDH) in metersTotal dynamic head (TDH) in feet, nominalFlow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 0.6 1.2 2.4 3.0 3.6 4.2 5.44.8 6.01.80 10 19 4838 57 67 76 8629 27 30 24 21 18 15 12 9 6 3 0 89 79 69 59 49 39 30 20 PF751052 PF75 Series, 50 Hz, 0.75 kW Pump Curves, 50 Hz Models Introduction Orenco’s automatic distributing valve assemblies, pressurized with small high-head effluent pumps, are useful for distributing effluent to multiple zones. These zones can be segments of sand filter manifolds, drainfields, or other effluent distribution systems. Distributing valve assemblies can substantially simplify the design and installation of a distribution sys- tem and reduce installation costs. This is particularly true where a distributing valve assem- bly is used instead of multiple pumps and/or electrically operated valves. Additionally, a reduction in long term operation and maintenance costs is realized due to a reduced size and/or number of pumps. More even distribution can be achieved on sloping sites by zoning laterals at equal elevations. This eliminates drainback to lower lines and the unequal distrib- ution of effluent that occurs at the beginning of a cycle. Valve Operation The valve itself has only a few moving parts, requires no electricity, and alternates automati- cally each cycle. Refer to Figure 1 for the following valve operation description. The flow of the incoming effluent forces the rubber flap disk 1 to seat against the valve bottom 2. The opening 3 in the rubber flap disk aligns with an opening in the valve bottom to allow flow to only one valve outlet. The stem 4 houses a stainless steel spring which pushes the rubber flap disk away from the valve bottom after the flow of effluent stops. The stem acts as a cam follower and rotates the rubber flap disk as the stem is raised and lowered through the cam 5. The force from the flow of effluent pushes the stem down through the cam and the stainless steel spring pushes the stem back up through the cam when the flow of effluent stops. Each linear motion of the stem allows the rubber flap disk to rotate half the distance necessary to reach the next outlet. When there is no flow, the rubber flap disk is in the “up” position and is not seated against the valve bottom. 5 4 3 2 1 Inlet Outlets Figure 1: 6000 Series Valve Orenco Automatic Distributing Valve Assemblies NTP-VA-1 Rev. 1.2, © 11/03 Orenco Systems®, Inc. Page 1 of 6 For Wastewater Effluent Systems This article may describe design criteria that was in effect at the time the article was written. FOR CURRENT DESIGN CRITERIA, call Orenco Systems, Inc. at 1-800-348-9843. • -----. ' L.,_ ____ • • • • • Orenco Systems· Incorporated 1-800-348-9843 The Distributing Valve Assembly The Orenco Automatic Distributing Valve Assembly combines the distributing valve itself and sever- al other components to give a complete preassembled unit that is easy to install, monitor, and main- tain. Figure 2 shows a complete assembly. Because distributing valves with several outlets can be difficult to line up and glue together in the field, the discharge lines in the assemblies are glued in place at Orenco. The unions (1) allow removal and maintenance of the valve. The clear PVC pipe sections (2) give a visual check of which discharge line is being pressurized. The inlet ball valve (3) allows a quick, simple method to test for proper valve cycling. The ball valve also stops the flow of effluent in case the pump is activated unexpectedly during maintenance or inspection. Check valves may be necessary on the discharge lines. Use of check valves is discussed in the valve positioning section. Valve Assembly Hydraulics Liquid flowing through the valve assembly must pass through fairly small openings and make several changes in direction. Because of this, headlosses through the valve assembly are fairly high. Table 1 gives the headloss equations for several different assemblies and Figure 3 shows the graphical repre- sentations of these equations. Orenco recommends that high-head turbine pumps be used to pressur- ize the valve assemblies to ensure enough head is available for proper system operation. High-head turbine pumps are also recommended because the use of a distributing valve usually requires more frequent pump cycling. The high-head turbine pumps are designed for high cycling systems and will outlast conventional effluent pumps by a factor of 10 or more in a high cycling mode. Furthermore, the high-head turbine pump intake is 12 inches or more above the bottom of the pump and tends to prevent any settled solids from being pumped into the distribution valve and obstructing its opera- tion. A minimum flow rate through the distributing valve is required to ensure proper seating of the rubber flap disk. Minimum flow rates for the various models are given in Table 1. Figure 2: Orenco Distributing Valve Assembly (6000 Series Valve) NTP-VA-1 Rev. 1.2, © 11/03 Orenco Systems®, Inc. Page 2 of 6 Table 1. Automatic Distributing Valve Assembly Headloss Equations Model Series Equation Operating Range (gpm) V4400A HL = 0.085 x Q1.45 10 - 40 V4600A HL = 0.085 x Q1.58 10 - 25 V6400A HL = 0.0045 x Q2 + 3.5 x (1 - e-0.06Q) 15 - 70 V6600A HL = 0.0049 x Q2 + 5.5 x (1 - e-0.1Q) 15 - 70 NTP-VA-1 Rev. 1.2, © 11/03 Orenco Systems®, Inc. Page 3 of 6 0 5 10 15 20 25 30 35 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 Flow (gpm)Head Loss Through Assembly (ft.)V4600A V4400A V6600A V6400A The Pumping System Although the distributing valve was designed for the irrigation industry, it has started to gain fairly wide acceptance in the effluent pumping industry. However, because of the mechanical movements of the valve, it is necessary to take steps to prevent solids from reaching the distributing valve that may impede the operation of the valve. Orenco Biotube®Pump Vaults — when properly sized and installed — provide the necessary protection to prevent valve malfunction. The Biotube®pump vault accepts effluent only from the clear zone between a tank’s scum and sludge layers and then filters this effluent through a very large surface area screen cartridge. Without this protection in effluent systems, the valve has very little chance of reliable long-term operation. Figure 3: Automatic distributing valve assembly headloss curves Valve Positioning The physical position of the valve in relation to the pump and the discharge point is very important for proper valve operation. The most reliable operation occurs when the valve is placed at the high point in the system and as close to the pump as possible. The transport line between the pump and valve should be kept full if possible. If the line is empty at the beginning of each cycle, pockets of air during filling can cause random rotation of the valve. The valve is particularly vulnerable to this erratic rotation with empty lines that are long and not laid at a constant grade. An ideal valve loca- tion is shown in Figure 4. If the final discharge point is more than about 2 feet above the valve and the system does not drain back into the dosing tank, check valves should be installed on the lines immediately following the valve and a pressure release hole or line should be installed just prior to the valve. This pressure release hole or line can go into a return line to the dosing tank or to a “minidrainfield” near the valve. In order for the valve to rotate reliably, no more than about 2 feet of head should remain against the valve to allow the rubber flap disk to return to its up position. In many cases, it may take from one minute to several minutes for the pressure in the valve to be lowered enough for proper rotation to occur. Special care should be taken when installing systems controlled by programmable timers to ensure cycling does not occur too rapidly. Figure 5 illustrates a valve assembly using check valves. Pumping downhill to the valve should be avoided unless the transport line is very short and the ele- vation between the discharge line out of the tank and the valve is less than about 2 feet. If the valve is located many feet below the dosing tank, random cycling may occur while the transport line drains through the valve at the end of the cycle. A pressure sustaining valve located just before the distrib- uting valve may overcome this problem in some instances. Dosing Tank Discharge Laterals Distributing Valve Assembly Transport Line Figure 4: Ideal valve location NTP-VA-1 Rev. 1.2, © 11/03 Orenco Systems®, Inc. Page 4 of 6 System Startup Refer to the Hydrotek Valve booklet that is provided with the distributing valve assembly for the sequencing of the valve outlets. The transport line should always be flushed with clean water before installing the valve. Any sand, gravel, or other foreign objects that may have been in the pipe during installation can easily become lodged in the distributing valve, causing malfunction. With the pump running, alternately close and open the ball valve on the distributing valve assembly to check proper rotation of the valve. (Note: If check valves are used on the lines after the distribut- ing valve, the pump may need to be turned on and off to allow the pressure to be released from the valve.) If visual operation of which zone is operating is not possible, watch the clear pipe on each line for indication of which zone is operating. Maintenance Annually check for proper operation by following procedures listed in the Hydrotek Valve booklet and system startup procedures listed above. Troubleshooting 1. PROBLEM: Valve does not change or cycle to next zone or outlet CAUSE: The stem and disk assembly is not rotating when water flow is turned off and then back on. SOLUTION 1: Ensure that there is no debris inside the cam. Clean and carefully reinstall the cam. SOLUTION 2: If fewer than the maximum number of outlets are being used, check the installation of the cam. Ensure that the stem and disk assembly is not being held down by an improperly installed cam. Refer to the cam replacement instructions. h Check Valves if h>2'-0" Distributing Valve Assembly Transport Line Dosing Tank Pressure Release Line if h>2'-0" Discharge Laterals Figure 5: Valve assembly below final discharge point NTP-VA-1 Rev. 1.2, © 11/03 Orenco Systems®, Inc. Page 5 of 6 SOLUTION 3: Remove the valve top and check for proper movement of stem and disk assembly. Check for and remove any debris or foreign objects that may jam or retard the movement of the disk. SOLUTION 4: Check for freedom of movement of stem and disk assembly up and down over the center pin in bottom of valve. Scale deposits may build up on the pin and hold stem and disk assembly down. Clean pin and again check for freedom of movement. SOLUTION 5: Be sure that all operating outlets are not capped and that the flow to operating zones is not restricted in any manner. This would cause pressure to build up in the valve and lock the stem and disk assembly in the down position. SOLUTION 6: The backflow of water from uphill lines may be preventing the valve from cycling properly. This can happen when the valve is placed too far below an elevated line. If the valve cannot be placed close to the high point of the system, a check valve should be installed near the valve in the outlet line that runs uphill from the valve and a drain line installed just prior to the valve to relieve the pressure. 2. PROBLEM: Water comes out of all the valve outlets CAUSE: Stem and disk assembly not seating properly on valve outlet. SOLUTION 1: Check for sufficient water flow. A minimum flow rate is required to properly seat the disk as shown in Table 1. SOLUTION 2: Remove the valve top and check the inside walls to ensure that nothing is interfering with the up and down movement of the stem and disk assembly inside the valve. SOLUTION 3: Make sure that the operating outlets are not capped and that the flow to the operat- ing zones are not restricted in any manner. 3. PROBLEM: Valve skips outlets or zones CAUSE: Pumping into an empty transport line — especially downhill — may cause the valve to skip outlets from pockets of air allowing the rubber flap disk to raise during a cycle. SOLUTION 1: Keep the transport line full. SOLUTION 2: If the line must remain empty between cycles, use a larger diameter transport line laid at a constant grade to prevent air pockets from forming. CAUSE: The stem and disk assembly is being advanced past the desired outlet. SOLUTION 1: Ensure that the correct cam for the desired number of zones is installed and that the outlet lines are installed to the correct outlet ports of the valve as indicated by the zone numbers on the top of the cam. NTP-VA-1 Rev. 1.2, © 11/03 Orenco Systems®, Inc. Page 6 of 6 Distributing Valves General Orenco’s Automatic Distributing Valve Assemblies are mechanically operated and sequentially redirect the pump’s flow to multiple zones or cells in a distribution field. Valve actuation is accomplished by a combination of pressure and flow. Automatic Distributing Valve Assemblies allow the use of smaller horsepower pumps on large sand filters and drainfields. For example, a large community drainfield requiring 300 gpm can use a six-line Valve Assembly to reduce the pump flow rate requirement to only 50 gpm. Orenco only warrants Automatic Distributing Valves when used in conjunction with High-Head Effluent Pumps with Biotube®Pump Vaults to provide pressure and flow requirements, and to prevent debris from fouling valve operation. An inlet ball valve and a section of clear pipe and union for each outlet are provided for a complete assembly that is easy to maintain and monitor. Ideal valve location is at the high point in the system. Refer to Automatic Distributing Valve Assemblies (NTP-VA-1) for more information. Standard Models V4402A, V4403A, V4404A, V4605A, V4606A, V6402A, V6403A, V6404A, V6605A, V6606A. Nomenclature Submittal Data Sheet Side View ball valve elbow Top View coupling clear pipe distributing valve union Bottom View elbows Specifications Materials of Construction All Fittings:Sch. 40 PVC per ASTMspecification Unions:Sch. 80 PVCper ASTMspecification Ball Valve:Sch. 40 PVCper ASTMspecification Clear Pipe:Sch. 40 PVCper ASTMspecification V4XXX Distributing Valves: High-strength noncorrosive ABSpolymer and stainless steel V6XXX Distributing Valves: High-strength noncorrosive ABSpolymer, stainless steel, and die cast metal NSU-SF-VA-1 Rev. 3.0, © 4/03 Page 1 of 2 Applications Automatic Distributing Valve Assemblies are used to pressurize multiple zone distribution systems including textile filters, sand filters and drainfields. V Indicates assembly Model series: 44 = 4400 series (2-4 outlets) 46 = 4600 series (5-6 outlets) 64 = 6400 series (2-4 outlets) 66 = 6600 series (5-6 outlets) Distributing valve Number of active outlets A Orenco Systems• Incorporated 1-800-348-9843 Distributing Valves (continued) Flow (gpm)Head Loss Through Assembly (ft.)0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 0 5 10 15 20 25 30 35 V4400A V6600A V6400A V4600A NSU-SF-VA-1 Rev. 3.0, © 4/03 Page 2 of 2 Model Inlet Size (in.) Outlets Size (in.) Flow range (gpm) Max Head (ft.) Min. Enclosure V4402A 1.25 1.25 10 - 40 170 VB1217 V4403A 1.25 1.25 10 - 40 170 VB1217 V4404A 1.25 1.25 10 - 40 170 VB1217 V4605A 1.25 1.25 10 - 25 170 RR2418 V4606A 1.25 1.25 10 - 25 170 RR2418 V6402A 1.5 1.5 15 - 100 345 RR2418 V6403A 1.5 1.5 15 - 100 345 RR2418 V6404A 1.5 1.5 15 - 100 345 RR2418 V6605A 1.5 1.5 15 - 100 345 RR2418 V6606A 1.5 1.5 15 - 100 345 RR2418 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-SF-OS-1 Rev. 1.1, © 09/14 Page 1 of 1 Orifice Shields Technical Data SheetOrenco® General Orenco Orifice Shields snap-fit onto laterals. They may be placed on top of or beneath a lateral, depending on the location of the orifice. Orifice shields are covered by method-of-use patent # 5,360,556. Standard Models OS075, OS100, OS125, OS150, OS200 Product Code Diagram Material of Construction PVC per ASTM D-1784 Physical Specifications Model Shield O.D. Lateral pipe O.D. in. (mm) in. (mm) OS075 3.5 (89) 1.05 (27) OS100 3.5 (89) 1.315 (33) OS125 3.5 (89) 1.66 (42) OS150 4.5 (114) 1.90 (48) OS200 4.5 (114) 2.375 (60) Applications Orenco® Orifice Shields are used in a pressurized distribution system to protect the orifices from backfill debris that might cause orifice blockage. Orifice shield installed on lateral pipe, standard configuration Shield Orifice Cutaway view, standard configuration Shield Orifice Cutaway view, cold weather configuration OS Lateral pipe size, nominal: 075 = 0.75 in. (20 mm) 100 = 1.00 in. (25 mm) 125 = 1.25 in. (32 mm) 150 = 1.50 in. (40 mm) 200 = 2.00 in. (50 mm) Orifice shield Item# SEK- Orenco® Flushing Assemblies Flushing Assemblies Orenco® flushing assemblies provide easy access for lateral maintenance. Flushing assembly kits include a PVC sweep with ball valve and a polyethylene valve box enclosure. Orenco® flushing assemblies are available in the following sizes: • 1” diameter • 1.25” diameter • 1.5” diameter • 2" diameter Valve Boxes Orenco® valve boxes are used to provide access to flushing assemblies. Constructed of polyethylene. Valve Box, 7-in. diameter round enclosure Note: Kits include VB7 valve box enclosure. (719) 395-6764 Fax: (719) 395-3727 28005 County Road 317 P.O. Box 925 Buena Vista, CO 81211 Water & Wastewater • Systems • Products • Service Website: http://valleyprecast.com/ Email: frontdesk@valleyprecast.com 129 Cains Lane Carbondale, CO 81623 970.309.5259 carla.ostberg@gmail.com March 23, 2022 Project No. C1472 Nicholas DiFrank nick@re-land.com Subsurface Investigation and Onsite Wastewater Treatment System Design Office and Future Shop at Contractor’s Yard 2340 CR 100 Garfield County, Colorado Nicholas, CBO Inc. performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 35.02-acre property is located outside of Carbondale, in an area where OWTSs and wells are necessary. Previous designs have been updated with a potential change in maximum commercial use of the property through approved land use in Garfield County. Documents dated October 19, 2019 and November 20, 2019 should be discarded and replaced with design documents dated March 23, 2022. Legal Description: Section: 36 Township: 7 Range: 88 A PARCEL OF LAND IN GOVERNMENT LOTS 17 AND 21, A PORTION OF GOVERNMENT LOT 14, SEC. 31, TWN 7, RNG 87, AND IN GOVERNMENT LOT 1, SEC. 1, TWN 8, RNG 88. Parcel ID: 2393-364-00-267 SITE CONDITIONS At the time of our first design, the property was developed with a mobile home set on a permanent foundation used as an office. The office was served by a vault which must be pumped periodically. A future shop was proposed to the east of the existing office. The remaining property was used as a storage yard for landscaping materials and excavation equipment. The office was used for full time (8- hour) office employees in addition to employees that begin and end the day at the property but typically work off-site. Anticipated future occupancy is up to 26 employees and use remains as a contractor’s yard. Fixtures in the office included a toilet and sink. Fixtures in the future shop will also include a toilet and sink. There is a desire to upgrade the existing vault system that must be pumped periodically to an OWTS consisting of both a septic tank and soil treatment area (STA). The property lies on the south side of County Road 100. A ditch enters the property from the north and another from the east. The two ditches join together to the east of the office and bisect the northern portion of the property from east to west. No OWTS component will come within 50-feet of the ditch. A Railroad Right of Way encompasses the northern portion of the property. A private well is located south of the Railroad Right of Way, to the west of the entrance to the property. The existing well will be located at least 50-feet from the proposed septic tank and 100-feet from the STA. No sewer line will come within 50-feet of the well. Page 2 The proposed STA location is relatively flat and will require mounding to high seasonal groundwater. There should be no traffic or staging of material over the future STA site to avoid compaction of soils prior to construction of the STA. SUBSURFACE The subsurface was investigated on September 16, 2019 by digging two soil profile test pit excavations (Test Pits). A visual and tactile soil analysis was completed by Carla Ostberg at the time of excavation.1 The materials encountered in the Test Pit #1 consisted of sandy loam topsoil to 2.0-feet, underlain by medium brown sand and cobbles (exceeding 35% volume) to a maximum depth explored of 5.5-feet. Groundwater was encountered at 5-feet below grade. The materials encountered in Test Pit #2 were consistent with those encountered in Test Pit #1. Groundwater was encountered at 5-feet below grade. A tactile analysis of the soils was taken from Test Pit #1 at 3-feet below grade. Soil structure grade was loose. The soil formed a ball but no ribbon. Soil structure shape was single-grain and consistence was loose. Soil texture was gritty. We are estimating high seasonal groundwater at 2-feet below grade for the purpose of this design. STA sizing is based on Soil Type R-0. A pressure dosed sand filter with minimum 3-feet of sand filter material, partially mounded, is proposed. A long term acceptance rate (LTAR) of 0.8 gallons per square foot will be used to design the OWTS. Digging test pits profile Test Pit #1 1 Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page 3 2-feet of topsoil underlain by sand and cobbles Groundwater at 5-feet Page 4 DESIGN SPECIFICATIONS The existing septic tank serving as a vault will be abandoned by pumping and crushing the top, sides, and bottom and filling the void with onsite materials or by removing. Design Calculations: 26 office/shop employees Toilet/sink in office + toilet/sink in future shop 26 employees x 15 GPD/employee = 390 GPD Using Average Design Flow = 500 GPD LTAR = 0.8 GPD/SF (unlined sand filter, secondary sand) 500 GPD / 0.8 GPD/SF = 625 SF The new OWTS design is based on an average daily wastewater flow of 500 GPD. For the purposes of this OWTS design, Benchmark Elevation has been established as 100’ at the finished floor of the office. CBO Inc. should be notified of any discrepancies or problems with grade elevations of proposed components during installation of the OWTS. The site plan provided did not include elevations or topography. Elevations must be shot prior to installation of OWTS components. See Sheet C1 Sewer Profile for elevations. OWTS Component Minimum Elevation Primary Tank Inlet Invert 94.58’ Primary Tank Outlet Invert 94.33’ Pump Tank Invert 91.35’ Infiltrative Surface of Mounded Sand Filter 94.5’ The 4-inch diameter sewer line exiting the office must have a double-sweep clean out and a minimum 2% grade to the septic tank. The sewer line will run under the driveway. We recommend minimum Schedule 40 or a minimum Schedule 40 encasement pipe under the driveway. The system installation will include a 1500-gallon, two-compartment Valley Precast concrete septic tank with an effluent filter on the outlet tee. Deadmen should be used to anchor the septic tank if high seasonal groundwater is anticipated within 2-feet of the top of the septic tank. Water-tight risers and lids must be used to bring access to grade. A 4-inch sewer line (Schedule 40 required under all driveways and traffic areas) exiting the septic tank must have a minimum 1% grade to the pump tank. Clean outs must be installed at least every 100-feet on this section of sewer line. A 500-gallon, single-compartment concrete pump tank with an Orenco® Biotube Pump Vault and an Orenco® PF3005 pump must be installed near the STA. Deadmen should be used to anchor the septic tank if high seasonal groundwater is anticipated within 2-feet of the top of the septic tank. Water-tight risers and lids must be used to bring access to grade. The floats should be set to dose approximately 70 gallons each pump cycle, allowing approximately 4 gallons of drain back after each pump cycle. The control panel for the pump must be located within line of sight of the septic tank. We recommend Valley Precast out of Buena Vista be contracted for start-up of the pumping system. Page 5 Pump Table Dose Range Max = 129 gal. (500 GPD x 25% + 4 gal drain back) Min. 52 gal. (12 gal x 4) + 4 gal drain back Dose Setting 70 gallons/dose 4 gallons drain back (42’ / 1.5” diameter pump line) Float Separation 500 gallon single-compartment Valley Precast pump chamber 6.5” on/off float separation Pump Criteria 23.1 gallons per minute (GPM) 19.8 feet total dynamic head (TDH) Effluent will be pumped through a 1.5-inch diameter pump line from the pump chamber to an Orenco® automatic distributing valve (ADV), model 6402. This pump line must have a minimum 1% grade for proper drain back into the tank after each pump cycle. The ADV must be placed at a high point in an insulated riser with access from grade. Screened rock must be placed below the ADV to support the ADV and to assure the clear pipes exiting the ADV remain visible for future inspection and maintenance. Effluent will be pressure dosed through a 1.5-inch diameter pump line to a partially mounded, 12’ x 52.5’ unlined sand filter with a minimum of 3-feet of sand filter material. The area must be over-excavated to 2- feet below native grade. Sand filter material must be clean, coarse sand, all passing a screen having four meshes to the inch. The sand must have an effective size between 0.15 and 0.60 mm. The uniformity coefficient must be 7.0 or less. Material meeting ASTM 33, for concrete sand, with three percent or less fines passing 200 mesh sieve may be used. A gradation of the sand media must be provided. Level, 1.5-inch diameter manifolds will connect two laterals in each section of the bed (see W3.0/1 Partially Mounded Sand Filter Plan). Laterals must be 1.5-inches in diameter with 5/32-inch diameter orifices facing down, spaced 3-feet on center, Laterals used to disperse the effluent must be surrounded by washed coarse screened gravel or crushed stone (minimum 6-inches below and minimum 2-inches above laterals). All of the gravel or stone must pass a 2 ½-inch screen and must be retained on a ¾-inch screen. We recommend Orenco® Orifice Shields be installed on the laterals at each orifice. Laterals will begin 2-feet from the edges of the filter, with 3-feet between each lateral and two feet between the sections. Each 1.5- inch diameter lateral must end in a sweeping ell facing up with a ball valve for flushing. A soil separation fabric should be placed over the gravel layer followed by approximately 1-foot of topsoil or other suitable soil able to support vegetative growth. The mounded sand filter material will extend 1-feet above native grade, with approximately 2 additional feet for pipe and gravel distribution media and topsoil cover, totaling approximately 3-feet above grade. The mound must have a minimum 3:1 slope (horizontal:vertical); therefore, the basal area will extend approximately 9-feet beyond the sand filter on all sides. Soils in the sloped perimeter areas of the mound must be well draining and able to support vegetative growth. This soil must be approved by this office prior to installation. The mound must be crowned in a manner to promote drainage off of the STA. COMPONENT SPECIFICATIONS The component manufacturers are typical of applications used by contractors and engineers in this area. CBO Inc. must approve alternative components prior to installation of the OWTS. Requests must be submitted, in writing, to our office for approval prior to installation. Component technical data sheets are available upon request. Page 6 COMPONENT MANUFACTURER MODEL NO. COMMENTS Septic Tank Valley Precast Item # 1500T-2CP 1500-gallon, two- compartment concrete septic tank Effluent Filter Orenco® 4-inch full size filter Pump Chamber Valley Precast Item # 500T-1CP 500-gallon, single- compartment concrete pump chamber Risers and Lids Orenco® Risers and Lids Pump Orenco® PF300511 ½ HP 120 Volt Biotube ProPak Pump Package Orenco® BPP30DD Vault, Filter, Control Panel (demand dose) Tank Risers and Lids Orenco® Double-walled PVC Risers and Lids (24” diameter) ADV Orenco® V6402A 1.5” Inlet and Outlets ADV Riser and Lid Orenco® Double-walled PVC Risers and Lids (30” diameter) Orifice Shields Orenco® 64 Orifice Shields Flushing Assembly Orenco® 1.5” diameter (2) 45° or 90° long sweep only (4 total) Construction must be according to Garfield County On-Site Wastewater Treatment System Regulations, the OWTS Permit provided by Garfield County Building Department, and this design. INSTALLATION CONTRACTOR CBO Inc. expects that the installer be experienced and qualified to perform the scope of work outlined in this design. The installer must review this design thoroughly and coordinate with our office in advance of installation. Any additional conditions in this design or county permit must be completed and documented prior to final approval of the OWTS installation. Communication between the installer and this office is expected throughout the installation. INSTALLATION OBSERVATIONS CBO Inc. must view the OWTS during construction. The OWTS observation should be performed before backfill, after placement of OWTS components. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. CBO Inc. should be notified 48 hours in advance to observe the installation. In an effort to improve the accuracy of the record drawing, we request that the installer provide a sketch of the installation, including path of the sewer lines, water line installation (if applicable), septic tank location, STA location, and measurements from building corners or another fixed objects on the property. This sketch is most easily provided on Sheet W2.0 of the OWTS Design Packet. Photographs of the installation and final cover are also requested to supplement our installation documentation. Page 7 REVEGETATION REQUIREMENTS An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire disturbed area of the OWTS installation. A mixture of native grass seed that has good soil stabilizing characteristics (but without taproots), provides a maximum transpiration rate, and competes well with successional species. No trees or shrubs, or any vegetation requiring regular irrigation shall be placed over the STA. Until vegetation is reestablished, erosion and sediment control measures shall be implemented and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation cover. OPERATION INFORMATION AND MAINTENANCE The property owner shall be responsible for the operation and maintenance of each OWTS servicing the property. The property owner is responsible for maintaining service contracts for manufactured units, alternating STAs, and any other components needing maintenance. Geo-fabrics or plastics should not be used over the STA. No heavy equipment, machinery, or materials should be placed on the backfilled STA. Machines with tracks (not wheels) should be used during construction of the STA for better weight distribution. Livestock should not graze on the STA. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWTS. For example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a STA. If an effluent filter or screen has been installed in the OWTS, we recommend this filter or screen be cleaned annually, or as needed. If the OWTS consists of a pressurized pump system, we recommend the laterals be flushed annually, or as needed. The homeowner should pump the septic tank every two years, or as needed gauged by measurement of solids in the tank. Garbage disposal use should be minimized, and non-biodegradable materials should not be placed into the OWTS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS. Mechanical room drains should not discharge into the OWTS. The OWTS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, weep holes must be installed to allow pump lines to drain to minimize risk of freezing. The pump shall have an audible and visual alarm notification in the event of excessively high water conditions and shall be connected to a control breaker separate from the high water alarm breaker and from any other control system circuits. The pump system shall have a switch so the pump can be manually operated. Excavation equipment must not drive on excavation of the STA due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Backfill over the STA must be uniform and granular with no material greater than minus 3-inch. LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, CBO Inc. should be notified. All OWTS construction must be according to the county regulations. Requirements not specified in this report must follow applicable county regulations. The contractor should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Licensing of Systems Contractors may be required by county regulation. Page 8 4-6-2022 Please call with questions. Sincerely, CBO Inc. Reviewed By: Carla Ostberg, MPH, REHS Romeo Baylosis, P.E. .. ;;, ·~." a.ii-;· 38823 Pump Selection for a Pressurized System - Single Family Residence Project 2340 CR 100 Parameters Discharge Assembly Size Transport Length Before Valve Transport Pipe Class Transport Line Size Distributing Valve Model Transport Length After Valve Transport Pipe Class Transport Pipe Size Max Elevation Lift Manifold Length Manifold Pipe Class Manifold Pipe Size Number of Laterals per Cell Lateral Length Lateral Pipe Class Lateral Pipe Size Orifice Size Orifice Spacing Residual Head Flow Meter 'Add-on' Friction Losses 1.25 38 40 1.25 6402 8 40 1.50 3 3 80 1.50 4 50 40 1.50 5/32 3 5 None 0 inches feet inches feet inches feet feet inches feet inches inches feet feet inches feet Calculations Minimum Flow Rate per Orifice Number of Orifices per Zone Total Flow Rate per Zone Number of Laterals per Zone % Flow Differential 1st/Last Orifice Transport Velocity Before Valve Transport Velocity After Valve 0.68 34 23.1 2 1.5 4.9 3.7 gpm gpm % fps fps Frictional Head Losses Loss through Discharge Loss in Transport Before Valve Loss through Valve Loss in Transport after Valve Loss in Manifold Loss in Laterals Loss through Flowmeter 'Add-on' Friction Losses 3.7 2.6 5.0 0.3 0.0 0.2 0.0 0.0 feet feet feet feet feet feet feet feet Pipe Volumes Vol of Transport Line Before Valve Vol of Transport Line After Valve Vol of Manifold Vol of Laterals per Zone Total Vol Before Valve Total Vol After Valve 2.9 0.8 0.3 10.6 2.9 11.7 gals gals gals gals gals gals 23.1 19.8 gpm feet 0 5 10 15 20 25 30 35 40 0 50 100 150 200 250 300 Net Discharge (gpm) PumpData PF3005 High Head Effluent Pump 30 GPM, 1/2HP 115/230V 1Ø 60Hz, 200V 3Ø 60Hz PF3007 High Head Effluent Pump 30 GPM, 3/4HP 230V 1Ø 60Hz, 200/460V 3Ø 60Hz PF3010 High Head Effluent Pump 30 GPM, 1HP 230V 1Ø 60Hz, 200/460V 3Ø 60Hz PF3015 High Head Effluent Pump 30 GPM, 1-1/2HP 230V 1Ø 60Hz, 200/230/460V 3Ø 60Hz Legend System Curve: Pump Curve: Pump Optimal Range: Operating Point: Design Point: © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 HERE STAOFFICEBENCHMARK 100'FINISHED FLOOROF OFFICEFUTURE SHOPINLET INVERT (94.58')OUTLET INVERT (94.33')PUMP TANKINLET INVERT (91.05')Al-UtPrSswr PROFILEBYNO. DATEPROJECT NO.REVISIONDRAWN:CHECKED:DATESCALECALL 811 BEFORE YOU DIGRB Civil LLCPhone (970) 471-1103www.rbcivil.com79 Ermine LaneCarbondale, Colorado 81623C1472NORDIC GARDENS2340 CR 100GARFIELD COUNTY, COLORADOSEWER PROFILERABRAB1" = 40'4/6/2022C1 2340 CR 100 Legend 3000 ft N➤➤N Garfield County, CO Developed by Account Number R009788 Parcel Number 239336400267 Acres 35 Land SqFt 0 Tax Area 011 2019 Mill Levy 79.7760 Physical Address 2340 100 COUNTY RD CARBONDALE 81623 Owner Address NORDIC GARDENS LAND FUND, LLC 2340 COUNTY ROAD 100 CARBONDALE CO 81623 2019 Total Actual Value $828,500 Last 2 Sales Date Price 10/18/2019 $0 11/30/2015 $0 Date created: 3/25/2022 Last Data Uploaded: 3/25/2022 4:27:38 AM 1,520 ft Overview Legend Parcels Roads Parcel/Account Numbers Highways Limited Access Highway Major Road Local Road Minor Road Other Road Ramp Ferry Pedestrian Way Owner Name Lakes & Rivers County Boundary Line OE OE OE OE E X - U E EX-UEEX-UEEX-UEOEX XXXXXX X X XXXXXXXXXXXXXXXXXXXXXXX OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEX X X XXXXXXXXXXX EWOSWESSSSSSSSSSSSSSSSSSSSSSSSSSSSSXXXStaging Area(0.30 Acres)Staging Area(0.07 Acres)Storage Area(0.17 Acres)Storage Area(0.11 Acres)Developable Area4.15 AcresStorage Area(0.26 Acres)Staging Area(0.26 Acres)Catherine Store Road (CR 100)(Asphalt)Ac c e s s R o a d ( 2 0 ' W i d e G r a v e l )RFTA Rio Grande Trail (Asphalt)Loop Road 2(16' Wide Gravel) Lo o p R o a d 1 (12 ' W i d e G r a v e l )Internal Driveway(16' Wide Gravel)Proposed OWTS Soil TreatmentArea (STA). Refer To OWTSDesign Package For Layout.Final OWTS Sizing To BeConfirmed At Permit Submission.Potential Future ShopMaintain Existing AccessFor Neighboring Lot(s)30' Wide Holy Cross Electric EasementExisting Union Irrigation DitchExisting Site OfficeService Utilities To Structure Shall Remain(5) 9'x20' Parking StallsRefer to Garfield County Code 7-3022 ADA Compliant ParkingStalls (1 Standard, 1 Van)(3) 9'x20' Parking StallsRefer To Garfield County Code 7-302Fence Off Area For SoilTreatment Area To PreventAny DisturbanceMaintain Existing 16' WideAccess Easement ThroughoutInternal DrivewayProperty Line (Typ.)50' Setback Line (Typ.)2' Shoulders Along AsphaltPaved Access RoadExisting Culvert (Typ.)Existing Coffman LateralSmall Contractor's YardExtent Of AccessExisting Vegetation Buffers To Remain (Typ.)End Of Asphalt PavementBegin Gravel DrivewayUndevelopable Area(30.87 Acres)Notes:1. Domestic Water Treatment System To Be Installed At Each Structure.2. Refer To Well Pump Memo and Water Quality Memo Completed By LRE Water andDated 09/17/2021 For Additional Information On The Existing Well And RecommendTreatment System.3. Refer To The OWTS Design Packet Completed By CBO Inc. Dated 11/24/2019 ForOWTS Layout, Calculations, And Requirements For OWTS Installation.Existing Culvert To Remain (Typ.)L1L2L3L4L5L6 L7L8 L9L 1 0 L11L12L13L1 4 L15L16L1 7 L18L19L20100' Setback Line. No Storage AllowedWithin Setback Per Garfield County Code.Stormwater Bio Swales (Typ.)Refer To Grading And DrainagePlan For DetailsNo Tenant AccessFire TruckT-TurnaroundParking Prohibited in FireTruck Turnaround AreaAccess Road (20' Wide Asphalt)Clear Vision ZoneNo Plantings Shall Be Within TheseZones Per Garfield County Code 7-303Snow Storage Area Meeting Min.2.5% Of Roadways and ParkingAreas Per Garfield County Code7-305.Existing Lean ToShall RemainExisting Shade StructureShall Remain433 Sq. Ft. GravelPavement Added532 Sq. Ft. GravelPavement Added532 Sq. Ft. GravelPavement AddedExisting Drainage BioswaleTo Be Cleaned UpAll Irrigation Ditch Laterals, Diversions, AndRights-Of-Way On The Property For Existing WaterRights Shall Remain In Place As Per Colorado StateStatues, C.R.S. 37-86-102.Line TableLineL1L2L3L4L5L6L7L8L9L10BearingS9°01'05"ES64°07'25"ES73°33'06"EN81°24'25"EN62°51'43"EN48°50'32"ES89°29'15"EN37°09'53"EN21°36'56"WN48°02'50"ELength210.15'101.49'69.57'91.91'58.07'45.96'54.45'34.68'10.01'28.89'Start Point (N,E)1574261.58,2529358.921574054.02,2529391.861574009.73,2529483.181573990.03,2529549.901574003.76,2529640.781574030.25,2529692.461574060.50,2529727.061574060.01,2529781.501574087.65,2529802.451574096.95,2529798.77End Point (N,E)1574054.02,2529391.861574009.73,2529483.181573990.03,2529549.901574003.76,2529640.781574030.25,2529692.461574060.50,2529727.061574060.01,2529781.501574087.65,2529802.451574096.95,2529798.771574116.26,2529820.25Line TableL11L12L13L14L15L16L17L18L19L20S68°49'48"EN79°14'40"EN64°41'14"EN33°26'19"ES89°58'51"EN68°43'08"EN37°21'13"EN40°57'50"WN71°29'06"WS82°31'59"W40.71'45.35'123.68'25.80'66.13'33.59'102.68'54.66'104.36'700.75'1574116.26,2529820.251574101.56,2529858.211574110.02,2529902.761574162.90,2530014.561574184.43,2530028.781574184.41,2530094.921574196.61,2530126.221574278.23,2530188.521574319.50,2530152.691574352.64,2530053.731574101.56,2529858.211574110.02,2529902.761574162.90,2530014.561574184.43,2530028.781574184.41,2530094.921574196.61,2530126.221574278.23,2530188.521574319.50,2530152.691574352.64,2530053.731574261.58,2529358.92Developable Area Line TableDrawing ScaleUnits (Feet) 1" = 40'04080NSWEOf 8 Pages01 Land Use Exhibits 03.18.2022 VJT #Description Date Drawn By Nordic Gardens Land Fund 2340 CR 100 Carbondale, Colorado 81623 1101 Village Road, Unit UL-4CCarbondale, CO 81623(970) 510 - 5312ND Reviewed By Not For ConstructionJob #: 21.31SiteVicinity MapNot To ScaleContactsProperty OwnerNordic Garden Land Fund, LLCPlannerRe:LandCivil EngineerCrystal River Civil, LLCKeith Keating2340 CR 100Carbondale, Colorado 81623(970) 379-3307kfkeating@gmail.comNicholas DiFrank(303) 829-8362nick@re-land.comVince Tomczak, P.E.1101 Village Road Unit UL-4CCarbondale, Colorado 81623(970) 510-5312vince@crystalrivercivil.comC.01Site Plan OE OE OE OE E X - U E EX-UEEX-UEEX-UEOEX XXXXXX X X XXXXXXXXXXXXXXXXXXXXXXX OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEX X X XXXXXXXXXXX EWOSWESSSSSSSSSSSSSSSSSSSSSSSSSSSSSXXX6250 6 3 8 0 6 3 7 0 6 3 6 0 6 3 5 0 634063306320631063006290628062 7 0 6 2 6 0 625262 5 4 6400639063806 3 7 0 6 3 6 0 6 3 5 0 6 3 4 0 6 3 3 0 6 3 2 0 6 3 1 06300 62906280627062606 2 6 0 6256 Catherine Store Road (CR 100)(Asphalt)Ac c e s s R o a d ( 2 0 ' W i d e G r a v e l )RFTA Rio Grande Trail (Asphalt)Loop Road 2(16' Wide Gravel) Lo o p R o a d 1 (1 2 ' W i d e G r a v e l )Internal Driveway(16' Wide Gravel)Existing Domestic Well To Be Upgraded ToIndustrial Well. Refer To Water ResourcesMemos For Additional Information On WellPump And Water Quality Tests.Maintain Clear Area For WellAnd Electric Box AccessUnion Irrigation DitchExist. Culvert To RemainRefer To OWTS Design Package ForSeptic Tanks and Sanitary Pipe Layout.Existing Overhead Electric LinesAnd Structures To RemainSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFFire Truck Turnaround(20' Wide Drive)Maintain Min. 20' Width and 16'Clear Height At Entrance ToProperty For Fire Truck AccessProposed Bio-Swale A166' Long, 10' WideTop Elev. = 6252.00'Bottom Elev. = 6251.75'Proposed Bio-Swale A266' Long, 10' WideTop Elev. = 6251.00'Bottom Elev. = 6250.75'Proposed Bio-Swale A398' Long, 10' WideTop Elev. = 6250.00'Bottom Elev. = 6249.75'Proposed Bio-Swale B44' Long, 8' WideTop Elev. = 6252.00'Bottom Elev. = 6251.50''Existing Bio-Swale C To Be Cleaned UpTo Meet Detail Requirements96' Long, 5' WideTop Elev. = 6253.00'Bottom Elev. = 6252.25''Max. 20' Egress At RFTARio Grande Trail Crossing.52.8253.2254.7554.2054.2054.0154.0155.1154.2954.2053.6953.1353.8254.4655.0155.0055.9856.0054.0655.4655.7956.1358.8158.6258.7059.6254.7853.7953.4254.0554.9653.7954.0052.6452.0051.2552.0151.3351.9451.7552.4152.9853.0051.5753.9054.003.8%2.8%4.0%2.1%3.1%2.4%1.7%Silt Fence (Typ.)Revegetate Bio-Swale Withnative Grasses (Typ.)Notes:1. Disturbed Landscaping Shall Be Revegetated With NativeGrasses or Seed Mix As Required By Garfield County.Vehicle Tracking PadProperty Line (Typ.)Setback Line (Typ.)Exist. Site OfficePotential FutureShopRefer To OWTS Design PackageFor Soil Treatment Area Layout.Existing Bio-Swale D30' Long, 3' WideTop Elev. = 6259.00'Bottom Elev. = 6258.50'Existing Bio-Swale E30' Long, 6' WideTop Elev. = 6257.00'Bottom Elev. = 6256.225Existing Bio-Swale F30' Long, 3' WideTop Elev. = 6256.25'Bottom Elev. = 6255.75'Drawing ScaleUnits (Feet) 1" = 40'04080NSWEOf 8 Pages01 Land Use Exhibits 03.18.2022 VJT #Description Date Drawn By Nordic Gardens Land Fund 2340 CR 100 Carbondale, Colorado 81623 1101 Village Road, Unit UL-4CCarbondale, CO 81623(970) 510 - 5312ND Reviewed By Not For ConstructionJob #: 21.31C.02Grading and Drainage PlanNote: Calculated detention volumes derivedfrom a 25-year storm event using theModified FAA Rational Method. OEOEOEOEOEOEOEOEOEXXXXXX XXXXXXXXXXXXXX X X X X X X X XXX OE OE OE OE OE OE OE OE OE OE OE OEOE OEOEW OSW SS SS SS SS SSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS 10 00 110012 00 1 3 0 0 14 00 1 5 0 0 PC: 10+80.74 PC: 12+02.07PC: 1 2 + 9 3 . 1 1 PC: 14+41.33 PC: 11+22.35PT: 11+00.47PT : 1 2 + 9 1 . 8 8 PT: 14+07.47 PT: 15+28 .99PT: 11+35.64BP: 10+00.00N:1574466.54E:2529768.16 Begin Access DriveBegin Aspahlt Pave.Sta:10+34.67Off:0.00'Tie Into Exist.Sta:10+70.95Off:8.00'LTie Into Exist.Sta:10+71.16Off:8.00'RTie Into Exist.Sta:10+81.12Off:8.00'RTie Into Exist.Sta:10+81.39Off:8.00'LSta:11+11.41Off:8.00'LSta:11+11.41Off:8.00'REnd Asphalt Pave.Begin Gravel Pave.Sta:11+41.72Off:0.00'PCSta:11+43.53Off:10.00'LPTSta:12+15.31Off:10.00'LPCSta:12+23.05Off:10.00'LPCCSta:12+73.28Off:10.00'LPCCSta:13+11.04Off:10.00'RPCCSta:13+80.64Off:8.00'RPCSta:13+71.47Off:33.04'RRPSta:13+80.64Off:23.00'RRPSta:12+73.28Off:33.00'LRPSta:12+23.05Off:70.00'LRPSta:12+15.31Off:40.00'LPCSta:11+94.24Off:41.70'LRPSta:11+43.53Off:40.00'LPTSta:11+73.24Off:35.88'LPTSta:13+26.07Off:13.79'RPCSta:10+34.89Off:37.68'LPCSta:10+34.46Off:36.75'RRPSta:10+64.43Off:38.00'RRPSta:10+64.89Off:38.00'LPCCSta:12+49.16Off:33.46'LPCCSta:12+62.30Off:47.02'LR15.00R12 2 . 0 0 R23.00R60.00Access Driveway(Gravel)Loop 1 Road (G ra ve l )Loop 1 Road(Gravel)RFTA Rio Grande Trail(Asphalt)CR 100(Asphalt)R30.00R30.0016.00 Acces sDrivewa y (Aspha l t )Ac ce s s D r i vewa y (G r a v e l )Loop 1 Road IntersectionEnd Proposed Driveway GradingTie Into Exist. Gravel PavementSta:11+78.36Off:0.00'R5 0 . 0 0RPSta:13+11.04Off:60.00'RLoop 1 Road IntersectionSta:12+50.13Off:0.00'Loop 2 Road IntersectionSta:13+15.08Off:0.00'20.00R30.00R30.00PTSta:10+64.89Off:8.00'LPTSta:10+64.43Off:8.00'REnd 20' Wide Gravel DriveBegin Transition To 16' Wide Gravel DriveSta:12+93.34Off:10.00'LRPSta:14+10.07Off:130.00'LExist. RFTA Stop Sign To Be RemovedSta:10+67.77Off:9.53'RExist. RFTA Stop Sign To RemainSta:10+90.32Off:15.85'LRFTA Stop Sign (R1-1)Size Per RFTA Access StandardsSta:10+67.66Off:14.00'R625 3 6252625562606265627062756280628562906295630063056310625562 5 4 6 2 5 3 6 2 5 3 Access CL ProfileHorizontal Scale: 1"=20'Vertical Scale: 1"=10'6240625062606270624062506260627010+20EG FG10+40EG 6254.6 FG 6254.6710+60EG 6254.0 FG 6254.3710+80EG 6254.0 FG 6254.02 11+00EG 6253.0 FG 6253.62 11+20EG 6253.0 FG 6253.23 11+40EG 6253.0 FG 6253.02 11+60EG 6253.0 FG 6253.07 11+80EG 6253.3 FG 12+00EG 6253.5 FG 12+20EG 6253.6 FG 12+40EG 6254.0 FG 12+60EG 6254.0 FG 12+80EG 6254.0 FG 13+00EG 6254.4 FG 13+20EG 6254.6 FG 13+40EG 6254.0 FG 13+60EG 6254.0 FG 13+80EG 6254.0 FG -1.50%-2.00%-2.00%1.13%Begin Access Drive CL ProfileTie Into Exist. CR 100STA = 10+34.67ELEV = 6254.748Tie Into Exist. RFTA Rio Grande TrailSTA = 10+71.06ELEV = 6254.203Tie Into Exist. Rio Grande TrailSTA = 10+81.23ELEV = 6253.999End Access Drive CL ProfileTie Into Existing Gravel PavementSTA = 11+78.36ELEV = 6253.269PVI STA: 11+39.59PVI ELEV: 6252.83K: 15.97LVC: 50.00BVCS: 11+14.59 BVCE: 6253.33 EVCS: 11+64.59 EVCE: 6253.11LOW PT. STA: 11+46.55LOW PT ELEV: 6253.01Maintain Exist. Pavement AndCross Slope On Rio Grande TrailDrawing ScaleUnits (Feet) 1" = 20'02040N S W E C.03Access Drive P&P 1Of 8 Pages01 Land Use Exhibits 03.18.2022 VJT #Description Date Drawn By Nordic Gardens Land Fund 2340 CR 100 Carbondale, Colorado 81623 1101 Village Road, Unit UL-4CCarbondale, CO 81623(970) 510 - 5312ND Reviewed By Not For ConstructionJob #: 21.31 OEOEOEOEOEOEOEOEOEXXXXXXXXXXXXXXXXXXXXOEOEOEOEOEOEOEOEOEOEOEOEOEOEXXXXXXXXXXX X X X XXXXXXXXOEOEOEOE SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSXXX X X XX13 00 140015 00 16 00 17 00 18 00 18 12 PC: 12+93.11 PC: 14+41.33PC: 15+97.39 PC : 1 7 + 5 3 . 0 3 PT: 12+91.88 PT: 14+07.47PT: 15+28.99 PT: 1 6 + 6 9 . 9 0 PT: 17+ 8 5 . 2 3 EP: 18+ 1 2 . 2 7 N:1574 0 7 5 . 8 5 E:2529 3 7 2 . 6 9 End Transition To 16' Wide Gravel DriveBegin 16' Wide Gravel DriveSta:14+10.07Off:8.00'LPCCSta:16+39.63Off:8.00'RPTSta:16+75.42Off:53.62'RPCSta:17+10.12Off:19.51'RPTSta:17+28.23Off:8.00'RSta:17+96.00Off:0.00'Sta:17+98.53Off:8.00'RSta:17+93.46Off:8.00'LRPSta:16+39.63Off:36.00'RRPSta:17+28.23Off:28.00'RR28.00 R20.00 16.00 16.0 0 Access Driveway(Gravel)Access Driveway(Gravel) L o o p 2 R o a d ( G r a v e l )Load/Unloading(Gravel)Loop 1 Road(Gravel)Property Line (Typ.)Setback Line (Typ.)Loop 2 Road IntersectionSta:16+94.05Off:0.00'6255 6260 6265 6270 627562806285629062956300625562546 2 6 0 625562516251625 1OWTS Soil Treatment Area100' Setback Line (Typ.)Install 433 Sq. Ft. GravelPavement At IntersectionAccess CL ProfileHorizontal Scale: 1"=20'Vertical Scale: 1"=10'6240625062606270624062506260627014+20EG 6254.0 FG14+40EG 6254.0 FG14+60EG 6253.9 FG14+80EG 6253.7 FG15+00EG 6253.4 FG 15+20EG 6253.4 FG 15+40EG 6253.7 FG 15+60EG 6253.6 FG 15+80EG 6253.6 FG 16+00EG 6253.0 FG 16+20EG 6253.0 FG 16+40EG 6253.0 FG 16+60EG 6252.7 FG 16+80EG 6252.6 FG 17+00EG 6252.6 FG 17+20EG 6252.7 FG 17+40EG 6251.8 FG 17+60EG 6251.8 FG 17+80EG 6252.0 FG 18+00EG FG Drawing ScaleUnits (Feet) 1" = 20'02040NSWEC.04Access Drive P&P 2Of 8 Pages01 Land Use Exhibits 03.18.2022 VJT #Description Date Drawn By Nordic Gardens Land Fund 2340 CR 100 Carbondale, Colorado 81623 1101 Village Road, Unit UL-4CCarbondale, CO 81623(970) 510 - 5312ND Reviewed By Not For ConstructionJob #: 21.31 OEOEOEOEOEOEOEOEOEEX-UEEX-UEEX-UEEX-UEEX-UEEX-UEEX-UEXXXXXXXXXXXXXXXXXXXXXXXXX X XXXXXXOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEW OSW ESSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSXX20 00 2100220023 00 24 00 250025 88 PC: 22+63.68PC: 23+87.93 P C : 2 4 + 4 2 . 1 3PC: 25+15.65P C : 2 1 + 7 9 . 2 2 P C : 2 1 + 4 9 . 6 7 PT: 22+98.92 P T : 2 4 + 3 1 . 0 9PT: 25+13.89PT: 25+60.83PT: 22+57.76P T : 2 1 + 6 3 . 1 0 B P : 2 0 + 0 0 . 0 0 N: 1 5 7 4 2 9 0 . 7 2 E: 2 5 2 9 7 8 8 . 8 4 EP: 25+87.97N:1574233.50E:2529803.78Sta:20+59.84Off:10.00'LSta:20+68.48Off:10.00'RSta:20+71.78Off:10.00'RSta:20+76.78Off:15.00'RSta:20+71.78Off:15.00'RSta:20+76.78Off:30.00'RSta:21+46.78Off:30.00'RSta:21+46.78Off:15.01'RSta:21+52.15Off:14.98'RSta:21+52.10Off:9.98'RSta:21+79.22Off:10.47'LSta:22+33.28Off:85.31'LSta:22+40.31Off:77.64'LSta:22+35.74Off:44.29'LSta:22+43.32Off:13.27'LSta:22+48.70Off:16.64'LSta:22+45.07Off:17.72'LSta:22+50.80Off:38.93'LSta:22+50.31Off:30.89'LSta:22+69.33Off:30.51'LSta:22+70.59Off:15.91'LSta:22+77.89Off:18.02'LSta:22+77.16Off:8.06'LSta:22+94.73Off:6.20'LSta:23+05.46Off:6.00'RSta:23+78.27Off:6.02'RSta:23+81.39Off:7.46'RSta:23+86.52Off:12.59'RSta:23+89.89Off:13.98'RSta:24+40.06Off:14.00'RSta:24+40.06Off:9.00'RSta:23+90.52Off:9.00'RSta:24+48.71Off:8.16'RSta:24+53.81Off:11.00'RSta:24+53.81Off:6.00'RSta:24+13.28Off:6.00'LSta:24+31.48Off:9.90'LSta:25+03.53Off:6.01'LSta:25+17.60Off:6.16'LSta:25+41.84Off:6.03'RR30.00 R5.00R30.0040 . 0 0 20 . 0 0 2 0 . 0 0 R5.00 R28.00 20.00 Sta:23+77.86Off:11.00'RSta:24+44.08Off:12.51'R20.00 12.00 R60.00R 2 3 . 0 0 R45.00R10.00 R60.00 R45.00R5.00R56.0020 . 0 0 9.00Loop 1 Road(Gravel)Fire TruckTurnaroundPotentialFuture ShopLoop 1 Road(Gravel)Truck Pull Off(Gravel)Access D r ive (G rave l )Loop 2 Road(Gravel)Exist. Conc.Pad ToRemainExist. Site Office(3) Parking Stalls(5) Parking Stalls(1) Standard ADA Parking Stall(1) Van ADA Parking Stall11.00Property Line (Typ.)Setback Line (Typ.)Ac c e s s D r i v e (Gr a v e l )Reserved Parking Sign (R7-8), TopVan Accessible (R7-8P), BottomSta:20+82.28Off:32.00'RDo Not Enter Sign (R5-1), TopWrong Way Sign (R5-1a), BottomSta:22+82.13Off:14.54'RIrrigation DitchCulvert To RemainNo Trespassing Sign (Custom)Sta:23+58.52Off:49.23'LNo Trespassing Sign (Custom)Sta:23+34.29Off:50.30'LReserved Parking Sign(R7-8), TopSta:20+97.28Off:32.00'R62 5 3 6255626062656270627562806285629062956300630563106254 625562556255CR 100RFTA Rio Grande Trail6253 Install 229 Sq. Ft. Of Gravel Pavement.Clear Exist Vegetation To Allow ForTruck and Emergency Vehicle Access.Loop 1 CL ProfileHorizontal Scale: 1"=20'Vertical Scale: 1"=10'6240625062606270624062506260627020+20EG 6253.2 FG20+40EG 6253.3 FG 6253.0920+60EG 6253.4 FG 6253.2920+80EG 6253.6 FG 6253.4921+00EG 6253.9 FG 6253.6921+20EG 6254.1 FG 6253.8921+40EG 6254.1 FG 6254.0921+60EG 6254.3 FG 6254.2921+80EG 6254.1 FG 6254.4922+00EG 6254.2 FG 6254.69 22+20EG 6254.6 FG 6254.89 22+40EG 6255.0 FG 6255.09 22+60EG 6255.1 FG 6255.39 22+80EG 6255.9 FG 6255.98 23+00EG 6256.8 FG 6256.82 23+20EG 6257.7 FG 6257.72 23+40EG 6258.6 FG 6258.46 23+60EG 6259.0 FG 6258.88 23+80EG 6259.0 FG 6259.02 24+00EG 6259.1 FG 6259.12 24+20EG 6259.2 FG 6259.20 24+40EG 6259.1 FG 6259.06 24+60EG 6258.7 FG 6258.61 24+80EG 6258.2 FG 6257.96 25+00EG 6257.5 FG 6257.30 25+20EG 6256.0 FG 6256.15 25+40EG 6254.9 FG 6254.55 25+60EG 6254.2 FG 6253.74 25+80EG 6253.8 FG Drawing ScaleUnits (Feet) 1" = 20'02040NSW EC.05Loop 1 Drive P&POf 8 Pages01 Land Use Exhibits 03.18.2022 VJT #Description Date Drawn By Nordic Gardens Land Fund 2340 CR 100 Carbondale, Colorado 81623 1101 Village Road, Unit UL-4CCarbondale, CO 81623(970) 510 - 5312ND Reviewed By Not For ConstructionJob #: 21.31 OEOEOEOEOEOEOEOEOEXXXXXXXXXXXXXXXXXXXXXXXX X OEOEXXXXXXXXXXOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEXXXXXXXXXX X X X X X X XXXXOEOEOEOEWOSW SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSXXX X X XX30 00 31 00 32 00 33 00 33 65 PC: 31+ 9 6 . 5 1 PT: 32+33.06BP: 30+00.00N:1574190.55E:2529781.24 EP: 33+65.28N:1574027.94E:2529476.80Sta:30+84.57Off:8.00'LSta:30+30.31Off:8.00'RSta:31+30.47Off:8.00'LSta:31+34.00Off:9.46'LSta:31+30.47Off:13.00'LSta:31+39.07Off:14.54'LSta:31+44.26Off:16.00'LSta:31+43.30Off:12.50'LSta:31+86.43Off:16.00'LSta:31+89.97Off:14.54'LSta:31+86.43Off:11.00'LSta:31+94.99Off:9.52'LSta:31+99.20Off:13.00'LSta:31+99.20Off:8.00'LSta:33+09.49Off:8.00'LSta:32+87.88Off:8.00'RSta:32+98.30Off:9.10'RSta:33+39.97Off:19.51'R16.0024.00 16.00 R5 . 0 0 R5.00R28.00R50.00 R20.00 R15.00 R50.00 Loop 2 Road (G rave l )Truck Pull Off(Gravel)Access Driveway(Gravel)Loop 1 Road(Gravel)Staging AreaLoop 2 Road(Gravel)Access Driveway(Gravel)Property Line (Typ.)Setback Line (Typ.)Maintain Access ToNeighboring PropertyProposed FencingProposed Septic FieldDrainage Bio SwaleExist. Vegetation BufferTo Remain (Typ.)6253 625262 5 5 6260 626562706275628062556254 62606255625162516 2 5 1 6253 Install 533 Sq. Ft. OfGravel PavementDrainage Bio SwaleLoop 2 CL ProfileHorizontal Scale: 1"=20'Vertical Scale: 1"=10'6240625062606270624062506260627030+20EG 6254.6 FG30+40EG 6254.3 FG 6254.3430+60EG 6253.8 FG 6253.9430+80EG 6253.8 FG 6253.54 31+00EG 6253.3 FG 6253.14 31+20EG 6252.9 FG 6252.74 31+40EG 6252.3 FG 6252.34 31+60EG 6252.0 FG 6251.94 31+80EG 6251.7 FG 6251.54 32+00EG 6251.1 FG 6251.15 32+20EG 6251.0 FG 6250.96 32+40EG 6251.0 FG 6251.06 32+60EG 6251.5 FG 6251.35 32+80EG 6251.5 FG 6251.65 33+00EG 6251.5 FG 6251.95 33+20EG 6251.7 FG 6252.25 33+40EG 6252.0 FG 6252.55 33+60EG 6252.8 FG Drawing ScaleUnits (Feet) 1" = 20'02040NSWEC.06Loop 2 Drive P&POf 8 Pages01 Land Use Exhibits 03.18.2022 VJT #Description Date Drawn By Nordic Gardens Land Fund 2340 CR 100 Carbondale, Colorado 81623 1101 Village Road, Unit UL-4CCarbondale, CO 81623(970) 510 - 5312ND Reviewed By Not For ConstructionJob #: 21.31 Road Base Driveway DetailNot to Scale8" Of Class 6 Aggregate Base CourseCompact to 95% ASTMStandard ProctorScarify and RecompactBottom of Excavation to 95%ASTM Standard ProctorMinimum 6" of Top SoilRevegetate as NecessaryAsphalt Driveway DetailNot to Scale8" Of Class 6 Aggregate Base CourseCompact to 95% ASTMStandard Proctor2" Asphalt Top Lift.CDOT SX Mix Design.Scarify and RecompactBottom of Excavation to 95%ASTM Standard Proctor2" Asphalt Base Lift.CDOT SX Mix Design.Minimum 6" of Top SoilRevegetate as NecessaryBio Swale Section and DetailNot to Scale50% Sand, 50% Topsoil MixtureSand/Topsoil MixMin. 6 Inches DeepBio Swale Depth, DAs Per PlanGeotextile FabricUndisturbed Native Soil AtBottom Of Bio Swale Section3131Finished Grading AsPer PlansNative Grasses Planted OnInterior Of Bio Swale SectionTo Promote Filtration.Bio Swale Width, WAs Per Plan10'10'Plan View70' Length Or As Site AllowsExisting Grade6" Minimum DepthGeotextile Fabric Placed At Bottom OfAggregateAAWidth Of DrivewayMinimum of 12'Vehicle Tracking PadAggregate Base as PerCDOT Subsection 208.02 (I)Elevation SectionSection A-AEntire Driveway Width(12' Minimum)Existing GradeGeotextile Fabric Placed AtBottom Of AggregateNote: Material Shall Extend the Full Width of Ingress and Egress of the ConstructionEntrance. Contractor is Responsible for Protection of Existing Curb And Gutter ThatCrosses Construction Entrance From Any Damage Without Blocking Flow Of Water.See SectionA-A BelowExisting Access PavementConstruction Siteor DrivewayExisting Access PavementConstruction Siteor DrivewayVehicle Tracking Pad6" Minimum DepthVehicle Tracking PadConstruction Entrance DetailNot to ScaleC.07DetailsOf 8 Pages01 Land Use Exhibits 03.18.2022 VJT #Description Date Drawn By Nordic Gardens Land Fund 2340 CR 100 Carbondale, Colorado 81623 1101 Village Road, Unit UL-4CCarbondale, CO 81623(970) 510 - 5312ND Reviewed By Not For ConstructionJob #: 21.31 OE OE OE OE OE OE OE OE OE E X - U E EX-UEEX-UEEX-UEEX-UEEX-UEEX-UEEX-UE X X X X XXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXX X OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEXX X X X X X X OEOEEO E OEWOSWESSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSXXXXXXXNotes:1. Domestic Water Treatment System To Be Installed At Each Structure.2. Refer To Well Pump Memo and Water Quality Memo Completed ByLRE Water and Dated 09/17/2021 For Additional Information On TheExisting Well And Recommend Treatment System.3. Refer to Colorado DWR Well Permit Number 86473-F For AdditionalInformation ON well Permitting and Requirements.Existing Domestic Well Upgraded To IndustrialWell Per Colorado Division Of Water ResourcesWell Permit Number 86473-F. Well PumpingRates Shall Not Exceed 15 GPM.Existing Water Shutoff To Remain. Optional SpigotTo Be Installed For Irrigation Water AllowanceThrough Industrial Well Permit. 27,400 sq. ft. OfIrrigation Area Via Industrial Well AllowedProperty Line (Typ.)Setback Line (Typ.)DWR Industrial Well, Permit Number 86473-F, Shall Be UsedFor Domestic Water Service At Existing Site Office. WaterTreatment Facilities Shall Be Installed In The Structure PerThe Recommendation Of LRE Water Quality Report Dated09/17/2021. A 15.8 GPM Pentair Standard UV DisinfectionSystem (Model PUV-16-P), Or Approved Equivalent, ShallBe Installed Prior To Any Domestic Water Use.Catherine Store Road (CR 100)RFTA Rio Grande TrailExisting Site OfficePotential Future ShopAccess Road(Asphalt)Access Road(Gravel)100' Well Setback FromSeptic Soil Treatment AreaDrawing ScaleUnits (Feet) 1" = 20'02040NSWEOf 8 Pages01 Land Use Exhibits 03.18.2022 VJT #Description Date Drawn By Nordic Gardens Land Fund 2340 CR 100 Carbondale, Colorado 81623 1101 Village Road, Unit UL-4CCarbondale, CO 81623(970) 510 - 5312ND Reviewed By Not For ConstructionJob #: 21.31C.08Water Distribution Plan NE CORNER - SECTION 1(NE CORNER - GOV'T LOT 1)(SE CORNER - GOV'T LOT 21)FOUND 3-1/4" GLO BRASS CAP 1924BASIS OF BEARINGSS49°35'00"W 1441.16'DEED=1440.63'N11°15'19"E 1518.13'N11°16'37"E 1520.45'N32°12'34"W 144.25'DEED=N32°24'47"W 144.17'N65°06'41"W 101.49'DEED=N65°19'05"WN81°22'43"E 1533.00'N81°32'44"E 1517.87'RFTA=S00°21'18"W 415.85' S00°21'48"W 415.79' S02°20'30"W 426.25' DEED=S00°30'00"E 431.39'RFTA=N88°44'54"W 492.51'N89°44'24"W 492.65'S89°14'14"W 492.55'DEED=S89°10'00"W 512.04'DEED=S00°00'33"W 716.86' RFTA=S01°03'04"W 738.06' S00°03'25"W 738.07'SW CORNER - GOV'T LOT 14(NE CORNER - GOV'T LOT 21)FOUND 3-1/4" ALUMINUM CAPSTAMPED FARNSWORTH GROUPPLS24662SE CORNER - GOV'T LOT 14FOUND 3-1/4" ALUMINUM CAPSTAMPED FARNSWORTH GROUPPLS24662FOUND 2-1/2" 2001 ALUMINUMCAP STAMPED LS26950FOUND REBAR &1-1/4" RED PLASTICCAP LS26950EAST-15.57'FOUND 3-1/4" ALUMINUM CAP STAMPED RFTANO. 6200 PLS 246623.0' WITNESS CORNERFOUND 3-1/4" ALUMINUMCAP STAMPED RFTA 3' WCNO. 16165 PLS 24662FOUND 2-1/2" 2001ALUMINUM CAPSTAMPED LS26950SOUTH - 9.5'FOUND REBAR &1-1/4" RED PLASTICCAP S&W LS26950S49°42'17"W27.80N00°23'21"E 101.22'100' R.O.W.FOUND REBAR &1-1/4" RED PLASTICCAP S&W LS26950FOUND REBAR &1" ORANGE PLASTICCAP LS14111FOUND REBAR &1" ORANGE PLASTICCAP LS14111FOUND REBAR &1-1/4" RED PLASTICCAP S&W LS26950EAST LINE OF GOV'T LOT 14SOUTH LINE OF GOV'T LOT 14GOV'T LOT 14SEC. 31GOV'T LOT 15SEC. 31GOV'T LOT 21SEC. 36GOV'T LOT 17SEC. 36SECTION 36SECTION 1SECTION 31SECTION 6RANGE 88 WEST RANGE 87 WEST 10' WIDE PAVED TRAIL24' WIDE PAVED ROADWAYCATHERINE STORE ROADGARFIELD COUNTY ROAD 100OWNERHP & GWENDOLYN HANSENPARCEL NO. 239336400268OWNERT2 CARBONDALEPARCEL NO. 246301100081OWNERT2 CARBONDALE LLCPARCEL NO. 239131300015PAVEDENTRANCEDRIVE34.67± ACRESTOWNSHIP 7 SOUTHTOWNSHIP 8 SOUTHSEE SHEET 2 FORIMPROVEMENT DETAILOF THIS AREA30' WIDE HOLY CROSS EASEMENTRECEPTION NO. 651472APPARENT EASEMENT FOR OVERHEADPOWER L INE & POLESWOSWS626062 7 0 62546258625562606260 6 2 8 0 625062526254626062546252 6256 625262546253625025' REAR SETBACK 10' SIDE SETBACK(TYPICAL)50' WIDE FRONT SETBACK1.) RTA ACCESS LICENSECONTRACT NO. 309592.) DRIVEWAY PERMIT NO. 68RECEPTION NO. 6258627N10°00'20"W 210.15'DEED=N10°13'55"W 210.22'TOPOGRAPHY OUTSIDE OFIMPROVEMENT DETAILAREA WAS TAKEN FROMUSGS 2019 QUAD MAPCARBONDALE68406839 63006350640064506500655066006650665167006750680067996801 6 3 1 0 63506400645065006253625262516251 625162516253625662526252625362536260625462536257625462546255 625362546256625962586259625462566259625862576256625562566255625662556255625562566255625762586257625262536253 62536255 63 0 0 6290FORMER DENVER& RIO GRANDEWESTERNRAILROADPOWER POLEGUY ANCHOROVERHEAD ELECTRIC LINE SURVEYOR'S STATEMENTI, RODNEY P. KISER, DO HEREBY STATE THAT THIS SURVEY WAS PREPARED BY TRUE NORTH COLORADO, LLC FOR NORDICGARDENS LAND FUND, LLC, THAT SAID FIELD SURVEY WAS PERFORMED UNDER MY SUPERVISION AND RESPONSIBLECHARGE AND THAT THIS SURVEY MEETS THE REQUIREMENTS OF A LAND SURVEY PLAT AS SET FORTH IN C.R.S. SECTION38-51-106 AND IS TRUE AND CORRECT TO THE BEST OF MY BELIEF AND KNOWLEDGE.TELEPHONE PEDESTALLEGENDNOTES:5. THIS IMPROVEMENT SURVEY PLAT DOES NOT CONSTITUTE A TITLE SEARCH BY TRUE NORTH COLORADO, LLC FORALL INFORMATION REGARDING EASEMENT, RIGHTS-OF-WAY AND/OR TITLE OF RECORD, TRUE NORTHCOLORADO, LLC. RELIED UPON TITLE COMMITMENT NO. ABS63014880 ISSUED BY LAND TITLE GUARANTEECOMPANY, EFFECTIVE DATE: MARCH 10, 2020.6. 6.) THE ACREAGE SHOWN HEREON IS BASED ON FOUND MONUMENTS FROM THE RE-SURVEY OF GOVERNMENTLOT 14 PERFORMED BY FARNSWORTH GROUP AS PART OF THE DENVER & WESTERN RIO-GRAND RAILROADRIGHT-OF-WAY SURVEY IN 2006 & 2007. THE SUBJECT PROPERTY AS DEEDED CONTAINS 35 ACRES.PARCEL OF LAND SITUATED IN GOVERNMENT LOTS 17 & 21,SECTION 36 TOWNSHIP 7 SOUTH, RANGE 88 WESTGOVERNMENT LOT 14, SECTION 31, TOWNSHIP 7 SOUTH, RANGE 87 WESTGOVERNMENT LOT 1, SECTION 1 TOWNSHIP 8 SOUTH, RANGE 88 WESTCOUNTY OF GARFIELD, STATE OF COLORADOIMPROVEMENT SURVEY PLAT TRUE NORTH COLORADO LLC.A LAND SURVEYING AND MAPPING COMPANYP.O. BOX 614 - 386 MAIN STREET UNIT 3NEW CASTLE, COLORADO 81647(970) 984-0474www.truenorthcolorado.comPROJECT NO: 2021-193DATE: May 7, 2021DRAWNRPKSURVEYEDGBL-DJBSHEET1 OF 2TRUENORTHA LAND SURVEYING AND MAPPING COMPANY100'50'200'SCALE: 1" = 100'NPROPERTY DESCRIPTION:WARRANTY DEED RECEPTION NO. 679661A PARCEL OF LAND SITUATED IN GOVERNMENT LOTS 17 AND 21, SECTION 36, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE SIXTHPRINCIPAL MERIDIAN, A PORTION OF GOVERNMENT LOT 14, SECTION 31, TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE SIXTHPRINCIPAL MERIDIAN AND IN GOVERNMENT LOT 1, SECTION 1, TOWNSHIP 8 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPALMERIDIAN, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:BEGINNING AT THE NORTHEAST CORNER OF SAID SECTION 1 ALSO BEING THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 1AND BEING THE SOUTHEAST CORNER OF SAID LOT 21; THENCE S. 49 DEGREES 35' 00" W. A DISTANCE OF 1440.63 FEET;THENCE N. 11 DEGREES 15' 19" E. A DISTANCE OF 1518.13 FEET;THENCE N. 32 DEGREES 24' 47" W. A DISTANCE OF 144.17 FEET;THENCE N. 65 DEGREES 19' 05" W, A DISTANCE OF 101.49 FEET;THENCE N. 10 DEGREES 13' 55" W, A DISTANCE OF 210,22 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF THEDENVER AND RIO GRANDE WESTERN RAILROAD; THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY N. 81 DEGREES 22' 43" E. ADISTANCE OF 1533.00 FEET TO A POINT ON THE EAST LINE OF SAID LOT 14; THENCE ALONG SAID EAST LINE S. 00 DEGREES 30' 00"E. A DISTANCE OF 431.39 FEET TO THE SOUTHEAST CORNER OF SAID LOT 14; THENCE ALONG THE SOUTH LINE OF SAID LOT 14 S, 89DEGREES 10' 00" W. A DISTANCE OF 512.04 FEET TO THE SOUTHWEST CORNER OF SAID LOT 14 ALSO BEING THE NORTHEASTCORNER OF SAID LOT 21 AND A POINT ON THE EAST LINE OF SAID SECTION 36; THENCE S. 00 DEGREES 00' 33" W, ALONG SAIDEAST LINE A DISTANCE OF 716.86 FEET TO THE POINT OF BEGINNING,COUNTY OF GARFIELDSTATE OF COLORADO0NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANYLEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREEYEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANYACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORETHAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.PROPERTY ZONED: RURAL (R)SLOPE LEGEND11% TO 20%21% to 30%0% to 10%30% & GREATER E16' WIDE ACCESS & UTILITY EASEMENTALONG EXISTING ROADWAYRECEPTION NO. 621995RECEPTION NO. 676311PAVED ENTRANCE DRIVE100' R.O.W.GRAVELPARKING& ROADSCONCRETEPADWOSWEGRAVEL DRIVEGRAVELPARKINGSHED10' WIDE PAVED TRAILLEAN-TOWOODPLANTERS SDRAINAGEDITCHBOULDERRETAININGMOBILE HOMESHADESTRUCTUREFLAGSTONEUNION IRRIGATIONDITCHUTILITYCONTROLPANEL24"CMP24"CMP24"CMP24"CMPCATHERINE STORE ROADPAVED ROADWAY626062 7 0 6 2 5 4 6 2 5 8625562606260 6 2 8 0 6250 62 5 2 62 5 4626062546252 6256BOULDERRETAINING 6252 625462536250BOULDERRETAININGSITE BENCH MARKFOUND REBAR & 1-1/4"RED PLASTIC CAPS&W LS26950ELEVATION:6249.0UNIONIRRIGATIONDITCH18"CMP 63006350640030' WIDE HOLY CROSS ENERGYEASEMENT RECEPTIONNO. 6126566 2 5 3 625262516251 62516251625362566252625262536253 6 2 6 0 6 2 5 4 6 2 5 3 6257 6254 6 2 5 4 62 5 5 62536254625662596258625962546256625962586257625662556256625562566255625562556256625562576258625762526 2 5 3 625362536255 63 0 0 6290INV6251.34INV6251.69GATESEPTIC LIDELECTRICAL BOXLEGENDE TRUE NORTH COLORADO LLC.A LAND SURVEYING AND MAPPING COMPANYP.O. BOX 614 - 386 MAIN STREET UNIT 3NEW CASTLE, COLORADO 81647(970) 984-0474www.truenorthcolorado.comPROJECT NO: 2021-193DATE: May 7, 2021DRAWNRPKSURVEYEDGBL-DJBSHEET2 OF 2TRUENORTHA LAND SURVEYING AND MAPPING COMPANY40'20'80'SCALE: 1" = 40'N0NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANYLEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREEYEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANYACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORETHAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.NOTES:1. ELEVATIONS SHOWN HEREON ARE BASED ON A GROUND GPS SURVEY PERFORMED ON APRIL 16, 2021 UTILIZINGTHE CONTINUOUS OPERATING REFERENCE STATIONS (CORS) THROUGH THE MESA COUNTY RTVRN NETWORKBROAD CASTING NORTH AMERICAN VERTICAL DATUM (NAVD88).2. CONTOUR INTERVALS EQUAL 1 FOOT.3. AT THE TIME OF THE FIELD TOPOGRAPHIC SURVEY THERE WERE VARIOUS EARTH MOVING AND CONSTRUCTIONACTIVITIES IN THIS AREA.SCLEAN-OUTIMPROVEMENT & TOPOGRAPHIC DETAILPOWER POLEGUY ANCHOROVERHEAD ELECTRIC LINE TELEPHONE PEDESTALOSWWWATER SHUTOFFWELLWIRE FENCEVEGETATION LINECONIFEROUS TREEDECIDUOUS TREESLOPE LEGEND11% TO 20%21% to 30%0% to 10%30% & GREATER 652 Melissa Ln, Carbondale, CO 81623 • RE-LAND.COM • 303.829.8362 landscape architecture urban design environmental planning To: Mr. Vincent Hooper / Garfield County CC: K. Keating (Owner), V. Tomczak (Crystal River Civil) From: N. DiFrank / RE:LAND (nick@re-land.com) Date: 03.18.2022 Project: 2340 County Road 100 / Nordic Gardens Owner: Nordic Gardens Land Fund, LLC Parcel #: 2393-364-00-267 Subject: Land Use Application/Small Contractors Yard Dear Mr. Hooper, This memo is in response to Garfield County’s Completeness review for the Nordic Gardens Administrative Review application for a Small Contractor’s Yard. Your application review response was received on February 11, 2022. The submittal documents have been updated as noted below in response to your 18 items/comments. The Small Contractor’s Yard Application and associated Exhibits are being resubmitted alongside this memo for your review. Responses to Completeness Review: 1. Understood, we will provide a separate letter that provides a formal request to withdraw the past Special Use Permit, Resolution 2002-100. 2. It is understood that the Director is requiring this application process to include a meeting with the BOCC. 3. The title report error has been updated to include only the subject property. 4. The title report error has been updated to resolve the title report Exception for legal access. 5. The Application Form as been updated to include the requested waivers. 6. A waiver has been requested for a minor modification of the 100’ setback standard. The site plan has been updated to respond this this request. 7. Per discussions with the County, the loading/unloading areas have been renamed to “staging” areas. These areas will be used for daily operations within the site. 8. Details have been provided to respond to Section 7-1001.C 9. Transportation Analysis: a. The Traffic Count was conducted after the removal of uses. Therefore, all trips into/out of the site were for the adjacent parcel to the west, or occasional person in search of a past business or other location (lost). 652 Melissa Ln, Carbondale, CO 81623 • RE-LAND.COM • 303.829.8362 b. The Traffic Report has been updated with ITE trip generation information to provide a clear approach to average daily trip analysis. c. The new 26 employee limitation as defined by the ITE trip generation process is applicable to future businesses as there are no current employees operating out of the site. 10. The use of a UV light disinfection system is proposed to treat the domestic well water as recommended in the Water Quality report by LRE Water due to discovery of total coliform during well testing. The engineering report and the water supply plan has been revised to include a specific UV disinfection product, as well as required installation prior to any use of structures supplying domestic water from the onsite well. 11. The typo referring to the 2020 Comp Plan has been updated to reference the 2030 Comprehensive Plan. 12. The application responses to Section 7, Division 2 have been updated to include Section 7-201.E. 13. The Improvement Survey Plat has been updated to reflect the slope categories as outlined in the LUDC. 14. The Site Plan has been updated to identify all existing buildings. (Note that many of the buildings identified in the previous application have been removed). 15. The response to section 7-303 has been revised to identify the zoning as Rural. 16. The analysis of Section 7-1001 has been updated to correctly identify and respond to the adjacent properties as Rural. 17. The limit of future operations has been updated to 7am to 7pm, Monday through Saturday, with no operations allowed on Sunday. 18. The proposed Shop/Office will only be an accessory use limited to providing services to the small contractor’s yard. Thank you again for your assistance with this process. We would be happy to provide any additional clarifications as needed to move forward with the process. Sincerely, RE:LAND, LLC Nicholas DiFrank, PLA Principal/Owner