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HomeMy WebLinkAbout1.0 ApplicationHES 51 County Road 223 LLC Minor Subdivision Garfield County, Colorado Parcel ID# 2177-122-00-243 51 COUNTY ROAD 223 RIFLE, COLORADO 81650 Prepared January 24, 2020 Prepared by: The Land Studio, Inc. 365 River Bend Way Glenwood Springs, Colorado 81601 Phone 970-927-3690 landstudio2@comcast.net Prepared for: Larry Giroux HES 51 County Road 223 LLC 51 County Road 223 Rifle, Colorado 81650 HES 51 County Road 223 Minor Subdivision Garfield County Colorado Table of Contents TABLE OF CONTENTS 2 PRE -APPLICATION CONFERENCE SUMMARY 4 4-203.B.1 APPLICATION FORM 8 4-203.B.2 OWNERSHIP INFORMATION 11 4-203.B.3 PROPERTY OWNERS WITHIN 200' AND MINERAL OWNERS AND LESSEES 12 4-203.B.3 ADJACENT PROPERTY OWNERS MAP 15 4-203.B.4 FEES 16 4-203.B.5 PROJECT DESCRIPTION 17 4-203.0 VICINITY MAP 18 4-203.D SITE PLAN/LANDSCAPE PLAN 22 4-203.E GRADING AND DRAINAGE PLAN 22 4-203.M WATER SUPPLY AND DISTRIBUTION PLAN 22 4-203.N WASTEWATER MANAGEMENT AND SYSTEM PLAN 22 5-301. MINOR SUBDIVISION REVIEW 22 C. REVIEW CRITERIA. 22 5-402.F FINAL PLAT 24 5-402.1 CODES, COVENANTS AND RESTRICTIONS 24 DIVISION 1. GENERAL APPROVAL STANDARDS 24 7-101. ZONE DISTRICT USE REGULATIONS 24 7-102. COMPREHENSIVE PLAN AND INTERGOVERNMENTAL AGREEMENTS 24 7-103. COMPATIBILITY 25 7-104. SOURCE OF WATER 25 7-105. CENTRAL WATER DISTRIBUTION AND WASTEWATER SYSTEMS 25 7-106. PUBLIC UTILITIES 25 7-107. ACCESS AND ROADWAYS 25 7-108. USE OF LAND SUBJECT TO NATURAL HAZARDS 25 7-109. FIRE PROTECTION 25 DIVISION 2. GENERAL RESOURCE PROTECTION STANDARDS 25 7-201. AGRICULTURAL LANDS 25 7-202. WILDLIFE HABITAT AREAS 25 7-203. PROTECTION OF WATERBODIES 25 7-204. DRAINAGE AND EROSION 25 7-205. ENVIRONMENTAL QUALITY 26 7-206. WILDFIRE HAZARDS 26 7-207. NATURAL AND GEOLOGIC HAZARDS 26 7-208. RECLAMATION 26 DIVISION 3. SITE PLANNING AND DEVELOPMENT STANDARDS 26 7-301. COMPATIBLE DESIGN 26 7-302. OFF-STREET PARKING AND LOADING STANDARDS 26 7-303. LANDSCAPING STANDARDS 26 7-304. LIGHTING STANDARDS 27 2 HES 51 County Road 223 Minor Subdivision Garfield County Colorado 7-305. SNOW STORAGE STANDARDS 27 7-306. TRAIL AND WALKWAY STANDARDS 27 DIVISION 4. SUBDIVISION STANDARDS AND DESIGN SPECIFICATIONS 27 7-401. GENERAL SUBDIVISION STANDARDS 27 7-402. SUBDIVISION LOTS 27 7-403. SURVEY MONUMENTS 27 7-404. SCHOOL LAND DEDICATION 27 7-405. TRAFFIC IMPACT FEES 27 EXHIBITS• 29 A. TITLE COMMITMENT AND A RESOLUTION APPROVING A SUBDIVISION EXEMPTION 29 B ENGINEERING REPORT 29 C PRELIMINARY SUBSOIL STUDY 29 D. LEGAL AND PHYSICAL WATER SUPPLY LETTER 29 E. SITE PLAN / EXISTING CONDITIONS 29 F. WELL WATER SERVICE STRUCTURE COMPONENTS & LAYOUT 29 G. FINAL PLAT 29 H. DECLARATION OF PROTECTIVE COVENANTS 29 3 HES 51 County Road 223 Minor Subdivision Garfield County Colorado Pre -Application Conference Summary Garfield County Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.garlield-countv.com PRE -APPLICATION CONFERENCE SUMMARY PARCEL NUMBER: 2177-122-00-243 PROJECT: Minor Subdivision DATE: Updated 10/23/19 & 10/28/19 OWNERS: HES 51 County Road 223 LLC REPRESENTATIVE: Yancy Nichol, Sopris Engineering PRACTICAL LOCATION: 51 County Road 223, Rifle, CO, 81650 ZONING: Commercial General TYPE OF APPLICATION: Administrative Review for a Minor Subdivision I. GENERAL PROJECT DESCRIPTION The Applicant plans to request a minor subdivision to divide the property into three lots. The lots would be served by access off the adjacent County Road and not onto Hwy 6 & 24. The overall tract is approximately 8.55 acres in size. The lots are proposed to be served by a well for water, with the option of sharing the well between the three lots. Each lot would be served by an individual Onsite Wastewater Disposal System. One single family residence exists on the site along with some outbuildings and sheds. The property is commercially zoned. II. REGULATORY PROVISIONS APPLICANT IS REQURED TO ADDRESS 1) Garfield County Comprehensive Plan 2030, as amended 2) Garfield County Land Use and Development Code as amended: a) Section 4-103 Administrative Review b) Table 5-103 Common Review Procedures and Required Notice c) Section 5-301 Minor Subdivision d) Section 5-402 and Table 5-401 Submittal Requirements e) Table 4-201, Application Submittal Requirements f) Provisions of Article 7, Standards — Divisions 1, 2, 3, and 4 as applicable g) Article 3 Zoning Provisions in particular Table 3-201 Zone District Dimensions 4 HES 51 County Road 223 Minor Subdivision Garfield County Colorado 3) Garfield County Comprehensive Plan pursuant to Section 7-102 III. WAIVER REQUESTS Should the Applicant chose to request waivers from submittal requirements or standards, the Application submittals will need to clearly address the review criteria contained in Sections 4-118 and 4-202 in justifying the requests. Where technical issues are concerned (i.e. water service, wastewater, roadway standards, traffic, drainage, erosion control) the Application needs to demonstrate that the issues are adequately addressed so that the waiver criteria is being met. Technical expertise and engineering reports may still be required to support the waiver request. Submittal waiver on water supply issues may be requested to delay drilling of wells, pump testing and water quality testing. Any such request should be well supported and include documentation of the legal water rights for the proposed or existing wells. Further pre -application meetings are recommended to discuss potential waiver requests with Staff prior to finalizing the Application submittals. In addition, contacting the Division of Water Resources is highly recommended if waivers on the water supply plan requirements are anticipated to be requested and/or to get early feedback from the Division of well permit topics. IV. REVIEW PROCESS — Administrative Review A Minor Subdivision application shall be reviewed pursuant to section 4-103, Administrative Review, and consistent with Table 5-103. Please see attached flowchart. V. SUBMITTAL REQUIREMENTS Application materials are generally summarized below. Please refer to Table 5-401, Section 4-203, and 5-402 for a more detailed description of each requirement. 1) General Application Materials a) Application form — available on Community Development's website b) Letter of Authorization — if the owner intends to have a representative submit the application c) Statement of Authority — if the property is held by an LLC or Trust (see attached form) d) Payment Agreement Form — available on Community Development's website e) Ownership Documentation — a copy of the property's deed and associated title work with information on any lien holders f) A copy of documentation confirming the legal creation of the original 8 acre tract. g) Adjacent property owners - names and mailing addresses of all owners of the property within 200' of the subject parcel — this is available using the Garfield County Land Explorer tool available on the Garfield County website 5 HES 51 County Road 223 Minor Subdivision Garfield County Colorado h) Mineral Owners and Lessees - names and mailing addresses of all mineral owners on the subject site, see attached memo for help obtaining that information. The attached mineral research form should also be included. Information on how the mineral research was completed is typically required. i) General project description j) Copy of this pre -application form 2) Vicinity Map — 8"x11" copy, showing the parcel boundaries and the area approximately 3 miles surrounding the site 3) Site Plan — Shall include all improvements on site including driveways, access roads, water lines, sewer lines (existing and proposed) any wells, irrigation ditches, other significant features, and topography. Further details are found in 4-203(d) of the Land Use Code. The site plan/improvement location information needs to address compliance with setbacks and pre-existing nonconforming setback conditions. Clarification on front, rear and side yard determination should also be included. 4) Water Supply/Distribution Plan and any waiver requests. Copies of existing well permits, Details on any proposed well sharing including draft well sharing agreements and alignments for water lines and any necessary easements. 5) Wastewater Management Plan — general information on soils and feasibility of installing OWTS systems on the proposed lots. This should address any setback concerns/requirements. 6) The Applicant will need to provide detailed responses to standards contained in Article 7, Division 1, 2, 3, and 4 of the Land Use and Development Code. In particular Section 7-207 Natural Hazards needs to be addressed including issues associated with slopes, applicable sections dealing with grading and drainage associated including roadway construction will also need to be covered. Section 7-102 will also require that the Application address Comprehensive Plan issues. 7) Responses to Review Criteria in Article 5-301(C) 8) Preliminary Engineering Reports — detailed in Table 5-402 of the Land Use and Development Code a) Roads, Trails, Walkways, and Bikeways (if any) b) Sewage Collection and Water Supply and Distribution System c) Groundwater Discharge d) Preliminary cost estimates for improvements 9) A draft copy of the proposed Final Plat. Plat requirements are fully described in Section 5-402 (F). The plat needs to include all existing and proposed easements. 10) Please provide copies of any existing or proposed covenants on the property 11) Colorado Geological Survey Submittal Form and Check for payment. 12) The Application should address payment of school impact fees. The RE-2 fees are $200 for new dwelling units. 13) The Applicant is advised that Traffic Impact Fees are applicable for future construction, and are payable at the time of building permit. Submit three paper and one electronic copy (CD or USB Stick) of the application. Both the paper and digital copies should be split into the above individual sections. 6 HES 51 County Road 223 Minor Subdivision Garfield County Colorado Additional meetings with Staff can be scheduled to address specific questions regarding waiver requests including submittal waivers. VI. APPLICATION REVIEW a. Review by: Staff for completeness recommendation and referral agencies for additional technical review b. Public Hearing: c. Referral Agencies: X Director's Decision (with notice but not a hearing) _ Planning Commission _ Board of County Commissioners _ Board of Adjustment May include but is not limited to: Colorado Department of Public Health and Environment, County Road and Bridge Department, County Environmental Health Manager, County Vegetation Manager, County Consulting Engineer, local Fire Protection District, Division of Water Resources (if wells are proposed), any affected Special or Water Conservancy Districts and the City of Rifle. VII. APPLICATION REVIEW FEES a. Planning Review Fees: $ 400 (Separate Fees for each Application) b. Referral Agency Fees: $ TBD (Colorado Geologic Society Review — based on acreage and number of lots) c. Total Deposit: $ 400 (additional hours are billed at $40.50 /hour) VII. 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. 7 HES 51 County Road 223 Minor Subdivision Garfield County Colorado 4-203.B.1 Application Form Garfield County Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.garfield-county.com DIVISIONS OF LAND APPLICATION FORM TYPE OF SUBDIVISION/EXEMPTION 0 Minor Subdivision • Preliminary Plan Amendment Major Subdivision • Final Plat Amendment • Sketch • Preliminary • Final • Common Interest Community Subdivision Conservation Subdivision • Public/County Road Split Exemption • Yield • Sketch • Preliminary • Final • Rural Land Development Exemption • Time Extension INVOLVED PARTIES Owner/Applicant Name: HES 51 County Road 223 LLC Phone: ( 618 ) 407-2280 Mailing Address: 12433 Highway 82, Carbondale, CO 81623 City: Carbondale State: CO Zip Code: 81623 E-mail: Igiroux@hes-usa.com Representative (Authorization Required) Name: Larry Giroux Phone: ( 618 ) 407-2280 Mailing Address: 12433 Highway 82, Carbondale, CO 81623 City: Carbondale State: CO Zip Code: 81623 E-mail: Igiroux@hes-usa.com PROJECT NAME AND LOCATION Project Name: HES 51 County Road 223 LLC Assessor's Parcel Number: 2177 122 00 243 Physical/Street Address: 51 County Road 223, Rifle, CO 81650 Legal Description: Attached Zone District: Commercial General Property Size (acres): 8.55 acres 8 HES 51 County Road 223 Minor Subdivision Garfield County Colorado HES 51 County Road 223 Minor Subdivision Garfield County Colorado Project Description Existing Use: Lot 1 will continue as a single family residence and accessory dwelling unit on 3.25 acres. Lot 2 contains a few outbuildings on it at 2.06 acres. A large equipment rental facility is on Lot 3 at 2.94 acres. Proposed Use (From Use Description of Project:The Table 3-403): See below applicant is requesting a land use change permit for a minor subdivision to divide the property into three lots. Lot 1 will continue as a single family residence and ADU. Lot 2 will be a commercial lot similar to what is on 3, and Lot 3 currently contains a large equipment rental facility. Proposed Development Area Land Use Type # of Lots # of Units Acreage Parking Single Family 1 1 SF, 1 ADU 3.25 acres Duplex Multi -Family Commercial 2 2.06 acres & 2.94 acres Industrial Open Space Other Total 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 . d accura to the best of my knowledge. gnatu e o Property Ow er Date OFFICIAL SE ONLY File Number: - Fee Paid: $ 9 HES 51 County Road 223 Minor Subdivision Garfield County Colorado December 3, 2019 Garfield County Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 RE: Authorization Letter for Minor Subdivision Application Dear Garfield County, This letter is to certify that HES 51 County Road 223 L.L.C. has authorized Doug and Julie Pratte of The Land Studio, Inc. to represent them for the Minor Subdivision Application for Parcel 2177-122-00-243 in Garfield County . This letter also authorizes Larry Giroux as Manager of HES 51 County Road 223, LLC to sign and submit the above Application on behalf of HES 51 County Road 223, L.L.C. The contact information for The Land Studio Inc, is: Douglas and Julie Pratte The Land Studio, Inc. 365 River Bend Way Glenwood Springs, CO 81601 (970)927-3690 phone landstudio2@comcast.net Sincerely, Larry i r . ux, Manager HES 51 ( ounty Road 223 L.L.C. 10 HES 51 County Road 223 Minor Subdivision Garfield County Colorado 4-203.B.2 Ownership Information A Title Commitment has been included as an Exhibit to this Application. A resolution approving a subdivision exemption for this 8.55 acre parcel in 1981 has been included as an Exhibit to this Application. Garfield County STATEMENT OF AUTHORITY Pursuant to C.R.S. §38-30-172, the undersigned executes this Statement of Authority on behalf of HES 51 COUNTY ROAD 223 LLC, �, a COLORADO LIMITED LIABIb (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 HES 51 COUNTY ROAD 223, CLLC and is formed under the laws of THE STATE OF COLORADO The mailing address for the Entity is 12433 HIGHWAY 82, 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 LARRY GIROUX 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"): None Other matters concerning the manner in which the Entity deals with any interest in real property are (if no other matter, leave this section blank): EXECUTED this day of , 20 SignatUrgl�� Name (printed): %.off Title (if any): STATE OF MISSpuI21 ) )SS. COUNTY OF SMar CH* I.CC ) The foregoing instrument was acknowledged before me this i501 day of Kleiye*,t€a2_ , 20 by L1412124 D. (ilO X on behalf of 1-4Ec' I COUNN 10+I01 Tv; LIZ , a LOLCAM D UMtfl U1tOil- f•( tompAKSV Witness my hand and official seal. My commission expires: 0+1 it/1O2b (Date) KE Notary Pubtic , Seal State of Missouri, St Charles County Commission Number 123T8075 :4y Commission Expires Jul 12. 2020 (Notary Public) 11 HES 51 County Road 223 Minor Subdivision Garfield County Colorado 4-203.B.3 Property Owners within 200' and Mineral Owners and Lessees Garfield County Land Explorer Parcel Physical Address Owner Account Num Mailing Address Not HOFFMEISTER, ROBERT L & 1437 COUNTY ROAD 217712100238 available KARR & BARBARA L & 5. RAY & R210484 129 GLENWOOD RIFLE GARRETT C SPRINGS, CO 81601 258 223 217712200092 COUNTY CHRISTOPHER, MARLENE RD RIFLE 756 221 217712200093 COUNTY RD RIFLE COPELAND, ANTHONY W & DARCY S R210370 258 COUNTY ROAD 223 RIFLE, CO 81650 756 COUNTY ROAD R210041 221 RIFLE, CO 81650- 9711 28803 6 & 639 WI LDHORSE 217712200094 24 HWY MEKADOJA LLC R210607 DRIVE NEW CASTLE, RIFLE CO 81647 51223 12433 H I G H WAY 82 217712200243 COUNTY HES 51 COUNTY ROAD 223 LLC R210346 CARBONDALE, CO RD RIFLE 81623 449 223 449 COUNTY ROAD 217712200328 COUNTY KASHNIG, GENEVE R210828 223 RIFLE, CO 81650 RD RIFLE 851221 CHELEWSKI, LEE ROY & 851 COUNTY ROAD 217712200329 COUNTY SARALYN E R210829 221 RIFLE, CO 81650- RD RIFLE 9710 781 221 GUTIERREZ, TEODORO & 781 COUNTY ROAD 217712200330 COUNTY MARIBEL R210830 221RIFLE, C081650 RD RIFLE Not PO BOX 1533 217712200515 available NORTH BANK HOLDING LLC R041312 GLENWOOD SPRINGS, RIFLE CO 81602 ROW ROW Not available null Not available null 12 HES 51 County Road 223 Minor Subdivision Garfield County Colorado Mineral Owners and Leasseess :red BALCOMB&GREEN WATER LAW I REAL ESTATE I LITIGATION I BUSINESS ESTI 1953 Chad J. Lee, Esq.* Telephone (970) 945-6546 rk (iInlcon b'r n.c om December 17, 2019 Mr. Glenn Hartmann, Principal Planner Garfield County Community Development Department 108 8,h Street, #401 Glenwood Springs, CO 81601 Re: Application for Minor Subdivision Dear Glenn: We are writing this letter to you in accordance to your Pre -Application Summary Conference dated October 23, 2019 and updated on October 28, 2019. Our office conducted the mineral owner research for Assessor's Parcel Number 2177-122-00-243, located at 51 County Road 223 (the "Property") in accordance with the Memo dated June 24, 2014 from the Garfield County Attorney's Office. As set forth in this memo, the Garfield County Land Use and Development Code require an Applicant to provide notice to mineral owners in accordance with C.R.S. § 24-65.5-101 "as such owners can be identified through records in the office of the Clerk and Recorder or Assessor, or through other means." GCLUDC 4-101(E)(4). Section 24-65.5-101 requires that an applicant notify a mineral estate owner who either (1) is identified as such by the county tax assessor's records; or (2) has filed in the Clerk and Recorder a request for notification. If such records do not identify any mineral estate owners, including their addresses of record, "the applicant shall be deemed to have acted in good faith and shall not be subject to further obligations...." By this letter, the Applicant certifies that mineral owners have been researched for the subject property as required pursuant to C.R.S. § 24-65.5-101, et req, 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 Applicant certifies that the minerals are owned by the parties listed below. On August 13,h we conducted the following tasks: 1. We researched the Garfield County Clerk and Recorder's index of mineral owner requests for notification per C.R.S. § 24-65.5-101 and confirmed that no mineral owner for HES's property has filed a request for notification; 2. We reviewed an updated title commitment for the HES's property and confirmed there were mineral reservations listed in Schedule B(2) and we determined the following mineral owners: Lonnie R. McKee P.O. Box 605 Meeker, CO 81641 Myers & Associates Properties, LLC P.O. Box 3228 Basalt, CO 81621 ASPEN I BASALT I GLENWOOD SPRINGS I LAMAR Post Office Box 790 I Glenwood Springs, Colorado 81602 1800.836.5928 1970.945.6546 I BalcombGreen.com 13 HES 51 County Road 223 Minor Subdivision Garfield County Colorado 1:ic BALCOMB&GREEN WAIEILAI I IEAI EMU I LUICAEIII IISIIESS E/tl I111 Glenn Hartmann December 17, 2019 Page 2 of 2 3. We spoke with Casey at the Garfield County Assessor's office. The Assessor's office indicated they have no record of mineral owner accounts for the Property. Applicant acknowledges that it has reviewed C.R.S. 4 24-65.5-101, et seg, and it is in compliance with said statute and the LUDC. This satisfies our obligations under Colorado law and the County's Code. We look Forward to working through this application with your office. Sincerely, BALCoMB & GREEN, P.C. By: Cha J. ASPEN I BASALT I GLENWOOD SPRINGS I LAMAR Post Office Box 790 I Glenwood Springs, Colorado 81602 1800.836.5928 1970.945.6546 I BalcombGreen.com 14 HES 51 County Road 223 Minor Subdivision Garfield County Colorado 4-203.B.3 Adjacent Property Owners Map 190400wners2001908 101 rr- x#•.MJi #'1 SUBJECT PARCEL HES 51 COUNTY ROAD 223 LLC PARCEL No. 217712200243 Green Ln o tea T OWNER GUTIERREZ TEODORO & CHELEWSKI LEE ROY & SA KASHNIG GENEVE CHRISTOPHER MARLENE HOFFMEISTER ROBERT L NORTH BANK HOLDING L MEKADOJA LLC r 8 1217712200093 ICOPELAND ANTHONYW f I ADJACENT PROPER 51 223 COUNTY RD RIF y.� .,e' _ 71* PARCEL No. 217712200330 217712200329 217712200328 217712200092 217712100238 217712200515 217712200094 0 Q.-1 N M V Vl ., 15 HES 51 County Road 223 Minor Subdivision Garfield County Colorado 4-203.B.4 Fees e, Garfield County PAYMENT AGREEMENT FORM GARFIELD COUNTY ("COUNTY' and Property nerr'("APPLICANT") E-} e3 51 (' o . `Ot.&pi 223 LL.C, agree as follows: 1. The Applicant has submitted to the County an application for the following Project: (- ES 51 Colic -di 'Road 223 LLCM 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, nature or scope of the proposed project, it is not possible at this time to ascertain the full extent of the costs involved in processing the application. The Applicant agrees to make payment of the Base Fee, established for the Project, and to thereafter permit additional costs to be billed to the Applicant. The Applicant agrees to make additional payments upon notification by the County, when they are necessary, as costs are incurred. 4. The Base Fee shall be in addition to and exclusive of any cost for publication or cost of consulting service determined necessary by the Board of County Commissioners for the consideration of an application or additional County staff time or expense not covered by the Base Fee. If actual recorded costs exceed the initial Base Fee, the Applicant shall pay additional billings to the County to reimburse the County for the processing of the Project. The Applicant acknowledges that all billing shall be paid prior to the final consideration by the County of any Land Use Change or Division of Land. I hereby agree to pay all fees related to this application: Billing Contact Person: 1-0,--CrN e-t\ 1t (OI.U� Phone: ( 4018) 4O'7 - 22&7 Billing Contact Address: 11- 453 t- AN 2. City: Cq,rborlda 'e State: W Zip Code: q 1(ai Billing Contact Email: 1 ,31roug..0 hes - usa.. com Printed Name of Per n Authorized to Sign: I ir(\I i vE0114 (Signatur (Date) 16 HES 51 County Road 223 Minor Subdivision Garfield County Colorado 4-203.B.5 Project Description The applicant is requesting a land use change permit for a minor subdivision to divide the property into three lots. The lots would be served by access off of County Road 223 and not onto Hwy 6 & 24. The overall tract is approximately 8.55 acres in size. The proposed lot is to be divided into three separate lots. Lot 1 will continue as a single family residence and accessory dwelling unit at 3.25 acres. Lot 2 will be a commercial lot similar to what is proposed and currently being built on Lot 3 at 2.06 acres. A large equipment rental facility is currently being built on Lot 3 at 2.94 acres. 17 HES 51 County Road 223 Minor Subdivision Garfield County Colorado 4-203.0 Vicinity Map Garfield County Garfield County Land Explorer Garfield County, Colorado Garfield County Land Explorer Printed by Web User 1 inch = 1,505 feet 1 inch = 0.28 miles 0 0.2 0.4 0.8 Miles Garfield County Colorado Garfield County www.garfield-county.com Colorado Disclaimer This is a compilation of records as dsey appear in Me Garfield Cou,ty Offices aHedi ng the area shown. This drawing is to be used onlyfor reference pwpases and the County is not responsible fa any inaccvadn herein Contained. © Copyright Garfield County, Colorado I All Rights Reserved Printed: 10/22/2019 at 12:23:07 PM 18 HES 51 County Road 223 Minor Subdivision Garfield County Colorado Go gle Maps 29998 US-6 South side of property along Hwy. 6 looking northeast Google Maps 51 Co Rd 223 East end of property looking west Image capture: Jun 2018 ® 2019 Google Image capture: Oct 2012 ® 2019 Google 19 HES 51 County Road 223 Minor Subdivision Garfield County Colorado Google Maps 53 Co Rd 223 Existing residence and garage on east side of property Google Maps 66 Co Rd 223 Image capture: Oct 2012 © 2019 Google Image capture: Oct 2012 © 2019 Google Existing garage and AUD on northeast corner of property 20 HES 51 County Road 223 Minor Subdivision Garfield County Colorado Go gle Maps 28809 Co Rd 221 Image capture: Oct 2012 © 2019 Google North side of property along CR 221 Google Maps 851 Co Rd 221 Image capture: Oct 2012 © 2019 Google Northwest side of property along CR 221, looking east 21 HES 51 County Road 223 Minor Subdivision Garfield County Colorado 4-203.D Site Plan/Landscape Plan No disturbance is planned for the property at the time of this submittal. A Site Plan with Existing Conditions has been included as an Exhibit to this Application. 4-203.E Grading and Drainage Plan The applicant agrees to provide a grading and drainage plan for any proposed new construction at the time of submittal for building permit. No disturbance is planned for the property at the time of this submittal. 4-203.M Water Supply and Distribution Plan A letter addressing Legal Water Supply from Balcomb & Green and Physical Availablility of Water from Colorado River Engineering has been included as an Exhibit in this Application. 4-203.N Wastewater Management and System Plan Gamba & Associates has prepared an onsite wastewater treatment system (OWTS) plan for Lot 3 which accounts for the existing and proposed site constraints in accordance with the current Garfield County and CDPHE standards. Lot 2 development is anticipated to be very similar to Lot 3 and a detailed OWTS design will be provided at the time of any future Building Permit Application. The existing residential home on Lot 1 has a septic system and therefore does not need any proposed OWTS. 5-301. Minor Subdivision Review C. Review Criteria. 1. It complies with the requirements of the applicable zone district and this Code, including Standards in Article 7, Divisons 1, 2, 3, and 4. See Division 1. General Approval Standards, addressed in this Application. 2. It is in general conformance with the Comprehensive Plan. See Section 7-102, addressed in this Application. 3. Shows satisfactory evidence of a legal, physical, adequate, and dependable water supply for each lot. 22 HES 51 County Road 223 Minor Subdivision Garfield County Colorado See Section 4-203. Water Supply and Distribution Plan addressed in this Application. 4. Satisfactory evidence of adequate and legal access has been provided. See Section 7-107 Access and Roadways, addressed in this Application. 5. Any necessary easements including, but not limited to, drainage, irrigation, utility, road, and water service have been obtained. See the Draft Final Plat included as an Exhibit to this Application. 6. The proposed Subdivision has the ability to provide an adequate sewage disposal system. See Section 4-203.N Wastewater Management and System Plan. 7. Hazards identified on the property such as, but not limited to, fire, flood, steep slopes, rockfall and poor soils, shall be mitigated, to the extent practicable. See Sections 7-108, 7-109 and 7-207 addressing natural hazards on the property. 8. Information on the estimated probable construction costs and proposed method of financing for roads, water distribution systems, collection systems, storm drainage facilities and other such utilities have been provided. All Subdivision improvements are in place. 9. All taxes applicable to the land have been paid, as certified by the county Treasurer's Office. The applicant agrees to this Criteria. 10. All fees, including road impact and school land dedication fees, shall be paid. The applicant agrees to this Criteria. 11. It complies with the requirements of the applicable zone district and this Code, including Standards in Article 7, Divisons 1, 2, 3, and 4. See Division 1. General Approval Standards, addressed in this Application. 12. The Final Plan meets the requirements per section 5-402.F, Final Plat A draft Final Plat has been included as an Exhibit to this Application. 23 HES 51 County Road 223 Minor Subdivision Garfield County Colorado 5-402.F Final Plat Included as an Exhibit to this Application. 5-402.1 Codes, Covenants and Restrictions Declaration of Protective Covenants has been included as an Exhibit to this Application. Division 1. General Approval Standards 7-101. Zone District Use Regulations The property is zoned Commercial General (CG) and meets all of the zone district dimensions as in Table 3-201 for Lot and Building Requirements: The lot sizes will be approximately 3.25, 2.06, and 2.94 acres each , where the minimum lot area is 7,500 s.f.. The structures constructed within the 3 lots will comply with the maximum lot coverage of 75% for NC and 85% for C. Setbacks on the proposed lots will be as follows: Front: 25' from local street, 50' from arterial street; Side: 10 feet, and Rear: 25 feet. There are several existing agriculture buildings within these setbacks which have been identified on the Existing Conditions map. These are exising non -conformities and the proposed subdivision will not create any new non -conformities. The structures contructed within the 3 lots will comply with height restriction of 40 feet. 7-102. Comprehensive Plan and Intergovernmental Agreements The future land use designation in the City of Rifle Comprehensive Plan of this property is designated Mixed -Use Business/Light Industrial, (MUBLI). "MUBL1 is a transition zone which helps transition industrial uses to residential. Uses will transition from industrial adjacent to residential and commercial uses adjacent at major thoroughfares." In general the 3 lots for the proposed Minor Subdivision do transition the light industrial/business uses (Lot 2 & 3) to residential as one existing residence does occur on Lot 1. The retention of existing Commercial General zoning will also keep the parcel comatible with the Comprehensive Plan designation. 24 HES 51 County Road 223 Minor Subdivision Garfield County Colorado 7-103. Compatibility The proposed Minor Subdivision will not change the character or scale of the adjacent land uses which are rural in nature. 7-104. Source of Water See section 4-203.M 7-105. Central Water Distribution and Wastewater Systems See section 4-203.N 7-106. Public Utilities The existing residence is serviced by public utilities which have been extended to the proposed additional lots. 7-107. Access and Roadways Refer to the Sopris Engineering Report included as an Exhibit to this Application. 7-108. Use of Land Subject to Natural Hazards No extreme topography exists on the proposed parcel and no identified Geologic Hazards exist on the property. Refer to the Sopris Engineering Report included as an Exhibit to this Application. 7-109. Fire Protection Refer to the Sopris Engineering Report and Balcomb & Green Water Supply letter included as Exhibits to this Application. Division 2. General Resource Protection Standards. 7-201. Agricultural Lands The proposed Minor Subdivision is zoned Commercial General and will have no adverse affect to surrounding Agricultural Operations. 7-202. Wildlife Habitat Areas The proposed minor subdivision is not in a Wildlife Habitat Area. The parcel currently has one residence, an ADU and a rental equipment operation on site which will discourage any wildlife activity. 7-203. Protection of Waterbodies No waterbodies exist on the parcel. 7-204. Drainage and Erosion Refer to the Sopris Engineering Report included as an Exhibit to this Application. 25 HES 51 County Road 223 Minor Subdivision Garfield County Colorado 7-205. Environmental Quality Refer to the Sopris Engineering Report included as an Exhibit to this Application. 7-206. Wildfire Hazards The proposed building envelope is located in an area designated as low wildfire Hazard as shown on the Wildfire Hazard Map for Garfield Co. Colorado. The site is not on slopes greater than 30%. The applicant agrees to maintain vegetation control on the property to minimize any potential impacts from wildfire following State Forest Service guidelines for defensible space. 7-207. Natural and Geologic Hazards No natural or manmade geologic hazards exist in the proposed Minor Subdivision. 7-208. Reclamation The applicant proposes no disturbance with this Minor Subdivision Application. Future owners of the proposed lots will be responsible for any reclamation following construction on their lots. Division 3. Site Planning and Development Standards 7-301. Compatible Design Several Commercial General uses exist to the west of the proposed subdivision. Parcels to the north, east and south are zoned Rural. The Rifle Comprehensive Plan designation for this parcel is Mixed -Use Business/Light Industrial, (MUBLI). The 3 lots of the proposed Minor Subdivision work to transition the light industrial/business uses (Lot 2 & 3) to residential as one existing residence does occur on Lot 1. The retention of existing Commercial General zoning will also keep the parcel comatible with the Comprehensive Plan designation. 7-302. Off -Street Parking and Loading Standards The proposed Minor Subdivision will provide ample room for the minimum off-street parking spaces as required by the Garfield County Land Use Code. 7-303. Landscaping Standards The applicant proposes no disturbance with this Minor Subdivision Application. Future owners of the proposed lots will be responsible for any landscaping as part of construction on their lot. 26 HES 51 County Road 223 Minor Subdivision Garfield County Colorado 7-304. Lighting Standards The applicant agrees to the exterior lighting standards as required by the Garfield County Land use Code. 7-305. Snow Storage Standards The applicant has areas sufficient to store snow without impacting off-street parking or public roadways. 7-306. Trail and Walkway Standards No recreational or community facilities are applicable with this Application. Division 4. Subdivision Standards and Design Specifications 7-401. General Subdivision Standards A Declaration of Protective Covenants has been included as an Exhibit to this application, no other common facilities are proposed in this Minor Subdivision. The applicant agrees to Domestic Animal Control, Fireplace regulations as specified in the Garfield County Land Use Code. 7-402. Subdivision Lots All proposed lots meet the applicable zone district requirements for lot area, width, frontage, depth, shape, location and orientation as stated in the Garfield County Land Use Code. 7-403. Survey Monuments The applicant agrees to have permanent Survey Monuments set within the Subdivision prior to selling or advertising the sale of any lots. 7-404. School Land Dedication The proposed subdivision is in the RE-2 school district, the applicant agrees to the payment of $200 per new dwelling unit at the time of building permit. 7-405. Traffic Impact Fees The applicant understands that Traffic Impact Fees are applicable for future construction, and are payable at the time of building permit. 27 HES 51 County Road 223 Minor Subdivision Garfield County Colorado 28 HES 51 County Road 223 Minor Subdivision Garfield County Colorado Exhibits: A. Title Commitment and a Resolution Approving a Subdivision Exemption B Engineering Report C Preliminary Subsoil Study D. Legal and Physical Water Supply Letter E. Site Plan / Existing Conditions F. Well Water Service Structure Components & Layout G. Final Plat H. Declaration of Protective Covenants 29 Exhibit A Title Commitment And Resolution approving a Subdivision Exemption ALTA COMMITMENT Old Republic National Title Insurance Company Schedule A Order Number:GW63014331 Property Address: 51 AND 51 1/2 COUNTY ROAD 223, RIFLE, CO 81650 1. Effective Date: 09/27/2019 at 5:00 P.M. 2. Policy to be Issued and Proposed Insured: "TBD" Commitment Proposed Insured: TO BE DETERMINED BUYER 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: HES 51 COUNTY ROAD 223 LLC, CLLC 5. The Land referred to in this Commitment is described as follows: $0.00 A PARCEL OF LAND SITUATED IN THE SW1/4NW1/4 OF SECTION 12, TOWNSHIP 6 SOUTH, RANGE 93 WEST OF THE 6TH P.M., GARFIELD COUNTY, COLORADO, LYING NORTHERLY OF THE NORTHERLY RIGHT OF WAY LINE OF U.S. HIGHWAY 6 & 24, SAID PARCEL OF LAND IS MORE FULLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON SAID HIGHWAY RIGHT OF WAY LINE; WHENCE THE WEST QUARTER CORNER OF SAID SECTION 12 BEARS: SOUTH 33°26'26" WEST 865.16 FEET; THENCE NORTH 00°29'00" EAST ALONG A LINE DESCRIBED BY DOCUMENT NO. 172258 AS FILED IN THE GARFIELD COUNTY, COLORADO RECORDS, 572.70 FEET TO A POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF COUNTY ROAD NO. 221; THENCE NORTH 89°33'00" EAST ALONG SAID SOUTHERLY RIGHT OF WAY LINE, 810.97 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF COUNTY ROAD NO. 223; THENCE SOUTH 00° 11'17" EAST ALONG SAID WESTERLY RIGHT OF WAY LINE, 359.72 FEET TO A POINT ON SAID HIGHWAY RIGHT OF WAY LINE; THENCE, ALONG SAID HIGHWAY RIGHT OF WAY LINE, SOUTH 76°37'00" WEST 413.33 FEET; THENCE 433.11 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 3860.00 FEET, THE CHORD OF WHICH BEARS: SOUTH 73°24'08" WEST 432.89 FEET TO THE POINT OF BEGINNING. THE BEARING SOURCE FOR THE ABOVE DESCRIBED PARCEL OF LAND WAS ESTABLISHED BY SOLAR OBSERVATION. USE NORTH 00°19'01" WEST BETWEEN THE WEST QUARTER AND THE NORTHWEST CORNER OF SAID SECTION 12. COUNTY OF GARFIELD STATE OF COLORADO NOTE: THE ABOVE LEGAL DESCRIPTION IS REAL PROPERTY ONLY AND DOES NOT INCLUDE MANUFACTURED HOUSING. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule A Order Number:GW63014331 Copyright 2006-2019 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. AMERICAN LAND TITLE ASSOC ATION ik: ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part I (Requirements) Order Number: GW63014331 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. THIS COMMITMENT IS FOR INFORMATION ONLY, AND NO POLICY WILL BE ISSUED PURSUANT HERETO. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part II (Exceptions) Order Number: GW63014331 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, interests, 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 and 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 prior 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 of 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. 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 JULY 14, 1939, IN BOOK 73 AT PAGE 207. 9. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED JULY 14, 1939, IN BOOK 73 AT PAGE 207. 10. TERMS, CONDITIONS AND PROVISIONS OF DEED DENVER RIO GRANDE RAILROAD COMPANY RECORDED APRIL 02, 1889 AT RECEPTION NO. 8774. 11. TERMS, CONDITIONS AND PROVISIONS OF DEED TO THE BOARD OF COUNTY COMMISSIONERS RECORDED APRIL 26, 1939 AT RECEPTION NO. 135516. 12. ALL OIL, GAS, MINERALS AND OTHER MINERAL RIGHTS AS RESERVED IN INSTRUMENT RECORDED FEBRUARY 05, 1955, IN BOOK 282 AT PAGE 149, AND ANY AND ALL ASSIGNMENTS THEREOF OR INTERESTS THEREIN. 13. TERMS, CONDITIONS AND PROVISIONS OF RESOLUTION NO. 81-208 RECORDED JULY 08, 1981 IN BOOK 576 AT PAGE 303. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part II (Exceptions) Order Number: GW63014331 14. TERMS, CONDITIONS, RESERVATIONS AND PROVISIONS OF DEED RECORDED JUNE 05, 1987 IN BOOK 713 AT PAGE 452. 15. OIL AND GAS LEASE RECORDED APRIL 08, 2005 UNDER RECEPTION NO. 671929 AND AMENDMENT RECORDED APRIL 21, 2009 UNDER RECEPTION NO. 766607 AND ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST THEREIN. 16. TERMS, CONDITIONS AND PROVISIONS OF RESOLUTION NO. 2011-60 RECORDED OCTOBER 11, 2011 AT RECEPTION NO. 809114. 17. TERMS, CONDITIONS AND PROVISIONS OF WEST DIVIDE WATER CONSERVANCY DISTRICT MEMORANDUM OF WATER ALLOTMENT CONTRACT RECORDED SEPTEMBER 12, 2011 AT RECEPTION NO. 807977 AND APPLICATION FOR ASSIGNMENT OF OWNERSHIP RECORDED NOVEMBER 19, 2018 UNDER RECEPTION NO. 914280. 18. EASEMENTS AND RIGHTS OF WAY FOR STATE HIGHWAY 6 & 24 AND COUNTY ROADS 221 AND 223, DITCHES, CANALS, PIPELINES AND UTILITIES AS CONSTRUCTED AND IN PLACE. 19. MATTERS DISCLOSED ON IMPROVEMENT SURVEY PLAT PREPARED BY DIVIDE CREEK SURVEYORS INC., CERTIFIED SEPTEMBER 5, 2018. SAID DOCUMENT STORED AS OUR ESI 36188758 STATE OF COLORADO County of Garfield aaox 5 � 4c 80? ° .JUl_ 8 1981 s:. Recorded of o'clock 1a. Reception No. 316730 MILDRED ALSDORF, RECORDER At a Regular meeting of the Board of County Commissioners for Garfield County, Colorado, held at the Court House in Glenwood Springs on TAJAS.SIAY ' , the 7th day of July A. D. 19a3. there were present: -LArEY....Y.A1Aag.Mag , Commissioner Chairman ...F+li9.gP..§ "slitp" prinkhouse Commissioner , Commissioner ,, VAr. ,s6 Rhodes, Assistant County Attorney „gJeryl J. Koss, Deputy Clerk of the Board when the following proceedings, among others were had and done, to -wit: RESOLUTION NO. 81-208 RESOLUTION CONCERNED WITH GRANTING AN EXEMPTION FROM THE GARFIELD COUNTY SUBDIVISION REGULATIONS FOR HOLLIS AND JEAN TUFLY. WHEREAS, Hollis and Jean Tufly have petitioned the Board of County Commissioners of Garfield County, Colorado, for an exemption from the definition of the terms "sub- division" and "subdivided land" under C.R.S. 1973, 30-28-101 (10) (a)-(d), as amended, and the Subdivision Regulations of Carfield County, Colorado, adopted January 2, 1979, Sections 2.02.21 (d) and 3.02.01 for the division of a 86.43 acre tract described as follows: That parcel of land as described in Document No. 259197 as filed in the Office of the Clerk and Recorder of Garfield County, Colorado into 2 tracts of approx- imately 8.55 and 77.88 acres each, more or less, which proposed divided tracts are more particularly described as follows: Tract A: A parcel of land situated in the SANWIt of Section 12, Township 6 South, Range 93 West of the 6th Principal Meridian, Garfield County, Colorado, lying Northerly of the Northerly right-of-way line of U.S. Highway 6 & 24, said parcel of land is more fully described as follows: Beginning at a point on said Highway right-of-way line; whence the West Quarter Corner of said Section 12 bears: S 33°26'26" W. 865.16 feet; thence N 00°29'00" E. along a line described by Document No. 172258 as filed in the Garfield County, Colorado records, 572.70 feet to a point on the Southerly right-of-way line of County Road No. 221; thence N 89°33'00" E along said Southerly right-of-way line 810.97 feet to a point on the Westerly right-of-way line of County Road No. 223; thence S 00°11'17" E. along said Westerly right-of-way line, 359.72 feet to a point in said Highway right-of-way line; thence, along said Highway right-of-way line, S 76°37'00" W. 413.33 feet; thence 433.11 feet along the arc of a curve to the left having a radius of 3860.00 feet, the chord of which bears: S 73°24'08" W. 432.89 feet to the point of beginning, containing 8.55 acres more or less. Tract B: A parcel of land situated in the SW'.SWIL of Section 1, and the NW'NW' of Section 12, all in Township 6 South, Range 93 West of the 6th Principal Meridian, Garfield County, Colorado, said parcel of land is more fully described as follows: Beginning at the Southwest Corner of said Section 1; thence N 00'24'15" W. along the West line of said Section 1, 1311.85 feet to a point on the Southerly right- of-way line of County Road No. 210; thence N 89°47'21" E, along said Southerly right-of-way line, 1305.04 feet to a point on the Westerly right-of-way line of County Road No. 223; thence S 00°22'35" E along said Westerly right-of-way line, 1309.10 feet to a point on the South line of said SW!SW ; thence S 00°19'38" E. along said Westerly right-of-way line 1288.10 feet to a point on the Northerly right-of-way line of County Roan No. 221: thence S 89°33'00" W. along said Northerly right-of-way line, 1304.64 feet to a point on the West line of said Section 12; thence N 00°19'O1" W. along the West line of said Section 12, 1290.80 feet to the Northwest Corner of said Section 12, the point of beginning, containing 77.88 acres, more or less; and BOOK 5'76 etcE3O4 WHEREAS, the Petitioners have demonstrated to the satisfaction of the Board of County Commissioners of Garfield County, Colorado, that the proposed division does not fall within the purposes of Part 1, Article 28, Title 30, Colorado Revised Statutes 1973, as amended, for the reason that the impact created does not warrant further subdivision review; and WHEREAS, the Petitioners have demonstrated to the satisfaction of the Board of County Commissioners of Garfield County, Colorado, that there is a reasonable probability of locating domestic water on each of said tracts, that there is adequate ingress and egress to said tracts, that the location of septic tanks will be permitted by the Colorado Depart- ment of Health, that the requested division is not part of an existing or larger devel- opment and does not fall within the general purposes and intent of the subdivision reg- ulations of the State of Colorado and the County of Garfield, and should, therefore, be exempted from the definition of the terms "subdivision" and "subdivided land" as set forth in C.R.S. 1973, 30-28-101 (10) (a)-(d), as amended; NOW, THEREFORE, BE IT RESOLVED that the division of the above described tracts "A", "B" from the above described 86.43 acre tract is hereby exempted from such def- initions and said tract may be divided into tracts "A", "B", all as is more fully des- cribed above, and said divided tract may be conveyed in the form of such smaller tracts without further compliance with the aforesaid subdivision statutes and regulations; provided however, that this exemption is granted on the condition and with the express understanding and agreement of the Petitioners that no further exemptions be allowed on said tracts "A", and that a copy of the instrument or instruments of conveyance when recorded shall be filed with this Resolution. THE BOARD OF COUNTY COMMISSIONERS GARFIELD COUNTY, COLORADO BY: ATTEST: Deputy ClerK of thee'Board of County Commidseoners Garfield County, Colorado Upon motion duly made and seconded the foregoing Resolution was adopted by the following vote: Larry Velasvez Aye Eugene "Jim" Drinkhouse Aye Aye Commissioners STATE OF COLORADO County of Garfield I, County Clerk and ex-officio Clerk of the Board of County Commissioners in and for the County and State aforesaid do hereby certify that the annexed and foregoing Order is truly copied front the Records of the Proceedings of the Board of County Commissioners for said Garfield County, now in my office. IN WITNESS WHEREOF, I have hereunto sot my hand and affixed the seal of said County, at Glenwood Springs, this day of A. D. 19 County Clerk and exofficio Clerk of the Board of County Commissioners. Exhibit B Engineering Report November 14th, 2019 To: Doug Pratte From: Yancy Nichol, PE RE: Engineering Report for the Minor Subdivision, 51 County Road 223, Rifle, CO 81650, Administrative Review SE Project #19040.01 Sopris Engineering, LLC (SE) has prepared the following Engineer's Report to address the proposed drainage, access, sewer, water, electric and other utilities to service the proposed minor subdivision, in accordance the Garfield County Land Use Code. The site is located to the North of the Colorado River, and is in Garfield County, Colorado. The existing site consists of hayfields, a single family residential home with an accessory dwelling unit, and a proposed commercial building currently under construction. To the South of the parcel is the Highway 6 & 24, to the North is County Road 221/ Green Lane and to the East is Peterson Lane County Road 223. The existing utilities, roads, and site conditions are shown on the Existing Conditions - Sheet C1.0 in Appendix A. The existing conditions are based upon a site topographic survey prepared by SE. The utility information shown on the existing conditions map is supplemented with field information obtained through engineer's site investigation. The utility locations shown on the drawings should be verified for construction purposes. The proposed subject property is to be divided into three separate lots. Lot 1 will continue as a single family residence and accessory dwelling unit, at 3.25 acres. Lot 2 will be a commercial lot much similar to what is proposed and currently being constructed on Lot 3, at 2.06 acres. A large equipment rental facility is currently being built on Lot 3 under Building Permit # , at 2.94 acres. Water System (7-104 Source of Water) The existing lot is served by a well under the permit #9867. Attached to this document is the well permit. Please refer to the Balcomb and Green letter and Colorado Engineering Letter plans for further information regarding physical and legal water supply as well as water quality analysis results. SE is proposing a new well house to replace the old pump house and extended new services to each lot. A water service distribution line is anticipated to be extended from the existing well southwest toward the development of Lot 3. A water line service will also be extended to Lot 2 and Lot 1, refer to Civil Sheet C2.0 Site Plan in Appendix A. 502 Main Street • Suite A3 • Carbondale, CO 81 623 • (970) 704-031 1 • Fax (970) 704-0313 SOPRIS ENGINEERING • LLC civil consultants SE#. 19040.01 11/14/2019 Page 2 Sanitary Sewer (7-105 Waste Water System) There is no municipal sewer service to the subject property. Gamba & Associates has prepared an onsite wastewater treatment system (OWTS) plan, for Lot 3, which accounts for the existing and proposed site constraints in accordance with the current Garfield County and CDPHE standards under Permit # Lot 2 development is anticipated to be very similar to Lot 3 and a detailed OWTS design will be provided in support of any future Building Permit application. The existing residential home already has am existing septic system and therefore Lot 1 does not need any proposed OWTS. Public Utilities (7-106) The existing overhead electricity, along County Road 221, is serving the existing lot from the North of the property. Lots 2 and 3 will be served from the existing transformer on the power pole at the Northern property boundary. Traffic (4-203 Traffic Study) The anticipated traffic impacts to Garfield County Road 221 and Garfield County Road 223 near the intersection with State Highway 6 & 24 resulting from the proposed development were estimated utilizing the Institute of Transportation Engineers (ITE) Trip Generation Manual, 9th Edition was utilized to gather Peak Hour vehicle trip estimates for the proposed minor subdivision. The Trip Generation Manual is based on information submitted voluntarily to ITE by public agencies, developers, consulting firms and associations. It is a tool utilized by planners, transportation professionals, zoning boards, etc. to estimate vehicle trips generated by a proposed development. The anticipated number of Peak Hour Vehicle Trips for the proposed minor subdivision are as follows: LOT 1: ITE Code 210 (Single Family Detached Housing): Peak Hour: 9.52 vehicle trips per Single Family House => (9.52)(2 Homes*)= 19.04 PHV (20) *2 represent the single family residence and the accessory dwelling unit. LOT 2: ITE Code 811 (Construction Equipment Rental Store): Peak Hour: 6.44 vehicle trips per Acre => (6.44)(2.06 AC)= 13.26 PHV (14) LOT 3: ITE Code 811 (Construction Equipment Rental Store): Peak Hour: 6.44 vehicle trips per Acre => (6.44)(2.94 AC)= 18.93 PHV (19) The existing peak hour vehicle counts for Lot 1 are found by using the original single family home and ADU in the proposed Lot 1. The peak hour vehicle trips were calculated at 20 vehicle trips. The vehicle count for Lot 1 will not increase. Using the Garfield County Design Standards, under the Garfield County Land Use Code Table 7-107, this classifies Lot 1 as Primitive/Driveway. 502 Main Street • Suite A3 • Carbondale, CO 81623 • (970) 704-031 1 • Fax (970) 704-0313 SOPRIS ENGINEERING • LLC civil consultants SE#. 19040.01 11/14/2019 Page 3 Lot 2 and 3 are anticipated to have the same usage, Construction Equipment Rental. Under the ITE code we can see that the counts are calculated per acre. Lot 2, with 2.06 Acres, will have 14 peak vehicle trips. Lot 3, with 2.98 Acres, will have 19 peak vehicle trips. Both lots have less than 20 peak vehicle trips, thus under Table 7-107 of the Garfield County Land Use Code, the lots are considered Primitive/Driveway. Access (7-107 Roadway Standards) In the section above, Traffic, it was found that each lot is considered Primitive/Driveway, from Table 7- 107. Under the design standards for Primitive/Driveway each lot is required the follow: ➢ 15 to 30' ROW ➢ (1) 12' Lane *1 ➢ 0' shoulder ➢ 3' Ditch *2 ➢ Cross slope 2% ➢ Minimum Radius 40' ➢ Native material *1 As determined adequate in an engineering review. Primitive road shall be dedicated ROW, driveway can be dedicated as either an easement or ROW. *2 If determined adequate. The proposed subdivision currently has four existing driveways serving the subject property. Lot 3 has a current Driveway Permit under Permit Number: GRB 18-D-24. The proposed driveway is 37 feet in width, has a 40' culvert under the drive and will have a stop sign at the intersection with County Road 221.The driveway was constructed with concrete and meets all the standards listed under the county code. We anticipate no further changes to Lot 3 access, nor do we require a ROW or easement for entrance to the Lot. Lot 2 has one existing drive off of County Road 221, Greene Lane, with a width of 25.8 feet at the road and necks down to 12.0', which meets the driveway width requirements. This existing driveway has been adequate for drainage and requires no further improvements. Again as in Lot 3 no ROW or easement will be required for the access to Lot 2. There are two existing driveways for Lot 1. Each driveway has a greater width than 12 feet and made of native material/gravel or concrete. The drainage has been adequate for each access to Lot 1. No improvements are suggested for either driveway. 502 Main Street • Suite A3 • Carbondale, CO 81 623 • (970) 704-031 1 • Fax (970) 704-0313 SOPRIS ENGINEERING • LLC civil consultants SE#. 19040.01 11/14/2019 Page 4 Natural Hazards (7-108) In review of FEMA FIRM mapping, map panel 1090E, preliminary October 26, 2011, the subject property is not within the 100-YR Flood zone. Refer to Appendix B for flood mapping. The subject property is located in a generally flat area with no nearby mountain ranges. Garfield County has published a Natural Hazards Mitigation Plan due to the topography and surrounding areas the subject property is not under any threat from falling rock, landslides, snow slides, or mud flows. The site is anticipated to have ground water due to the current and historical flood irrigation system. Fire Protection (7-109) Lot 3 of the subject property has a proposed fire protection water storage reservoir, under the current building permit. This water storage is adequate to serve the proposed subdivision and is designed with a proposed dry hydrant. SE proposes a secondary dry hydrant be installed when Lot 2 is developed. There are no proposed fire protection improvements proposed for the existing home on Lot 1. Agricultural Lands (7-201) The proposed minor subdivision is zoned as Commercial General. Lot 1 currently houses several horses and is utilizing the flood irrigation system. Wildlife Habitat Area (7-202) According to the Colorado Parks and Wildlife the subject property is not in a Wildlife Habitat Area, refer to the Colorado Wildlife Habitat Program Mapping in Appendix B, dated April 18th, 2018. Drainage and Erosion Control (7-204) The existing site topography generally slopes slightly from north to south, with slopes ranging from 1-3% based on the field topography performed by SE in 2019. The subject property site is currently comprised of irrigated and vegetated fields with an existing residential home, ADU and several out buildings. Site drainage for the proposed conditions intends to mimic existing drainage patterns. As seen in the current building permit of Lot 3, drainage will be collected in stormwater retention basins; the plans refer to an optional drywell at low point to facilitate percolation of accumulated stormwater. All drainage is to follow the recommendations in the soils report completed by HP Geotect in March of 1997. See Appendix B for the attached report. Lot 1 will not make any grading changes at this time. Temporary erosion control Best Management Practices will be performed during construction to prohibit mobilized sediment from leaving the site during construction. 502 Main Street • Suite A3 • Carbondale, CO 81 623 • (970) 704-031 1 • Fax (970) 704-0313 SOPRIS ENGINEERING • LLC civil consultants SE#. 19040.01 11/14/2019 Page 5 Detailed drainage design and stormwater detention calculations will be provided in support of any future Building Permit Application. Environmental Quality (7-205) All air quality standards of the Colorado Air Pollution Control division and all water quality standards of the State and Federal hazardous materials regulations will be followed. Wildlife Hazards (7-206) The proposed minor subdivision is not in a wildfire hazardous area. Natural and Geologic Hazards (7-207) It is our understanding that the proposed subdivision is not under any threat of developing in natural and geologic hazard areas. If you have any questions or need any additional information, please call. Sincerely, SOPRIS ENGINEERING, LLC Yancy Nichol, PE Principal 502 Main Street • Suite A3 • Carbondale, CO 81 623 • (970) 704-031 1 • Fax (970) 704-0313 SOPRIS ENGINEERING • LLC civil consultants SE#. 19040.01 11/14/2019 Page 6 APPENDIX A 502 Main Street • Suite A3 • Carbondale, CO 81623 • (970) 704-031 1 • Fax (970) 704-0313 SOPRIS ENGINEERING • LLC civil consultants E 0 0 rn N > 0 Z G: \2019\19040\SURVEY\SURVEY DWGS\WORKING BASE DWGS\19040 EXISTING CONDITIONS.DWG - SOPRISENGINEERING, LLC. CIVIL CONSULTANTS 502 MAIN STREET CARBONDALE, CO 81623 (970) 704-0311 FAX: (970)-704-0313 EXISTING LEGEND MCKENNIS SUB. EXEMPTION LOT 3 EXISTING 18" CM MCKENNIS SUB. EXEMPTION SUB. EXEMPTION LOT 1 EXISTING CONTOUR REC NO. 210830 TOP OF PIPE: 5000.02' LOT 2 REC NO. 210828 —7900 EXISTING CONTOUR INTERVAL REC NO. 210829 OEL OEL EXISTING OVERHEAD ELECTRIC EXISTING 18" CM XISTING 12" CMP ' XIRR XIRR EXISTING IRRIGATION PIPE EXISTING EASEMENT DATE: 11-14-2019 FOUND REBAR & INV:4997.11 — EXISTING PROPERTY LINE #5 1.25" ORANGE PLASTIC TOP OF PIPE: 5000.75' OUND#5 REBAR WITH RED CAP P.L.S. #14111 JOB NO. 19040.01 CAP STAMPED "P.L.S. EXISTING SETBACK (XX') #1411" \ \ XISTING 12" CMP INV:4996.94 ' — -- i / x EXISTING WIRE FENCE / CHRISTOPHER REC NO. 210370 EXISTING GUY WIRE EXISTING POWER POLE \ r— / GV _ _ — — — / ' / _ — — — — i �, / /2 -' 1 I \ I I G R E E N E LANE (COUTYRD22ij- / / /N l ' 1 EXISTING GAS METER IXI © EXISTING ELECTRIC TRANSFORMER -7,--EXISTING SIGN I I \ Z_ ` — 2 / / I ® EXISTING IRRIGATION RISER .`� P>`R --- s = PROTYLINE / --� ------ / / X — X / 12,0' — J ` \ EXISTING SHED EXISTING SHED / / MI / \ / / EXISTING \ �� J / EXISTING DRIVEWAY I 18.8 / / ppp �� / EXISTING - \ I /b EXISTING / DRIVEWAY • DRIVEWAY egg / — EXISTING / ELL PUMP EXISTING GATE \ EXISTING\ SHED o EXISTING o DRIVEWAY z a w / ' �_—� EXISTING QNCRETE PAD // INTYRD2123Y AD 223 LL AD 223 COLORAC / A �,e. 13. // \ \� z _----4999----� /� \ 0 / X \ \ \ \ EXISTIN RESIDEN IAL cc cc " H Q x l EXISTING GATE \ \ \\ \ -.4g9q HOUSE \ r CL 11 4998-- / RRIGATION RISER (TYP) a / / _ \ \ — — — _ — — — — ,_ R XIFO _ �49"Fi XIRR XIR — — \ / \ \ IRR RR I `� XI XIRR O ( >t O O 1 /1/ CC Z / l X XIRR — XIRR — RR XIRR / XIRR X® `/ `j— — \ XIRR 0 / �\ X \\ XIRR •x 1 PETERSON LANE 51 COUNTY 51 COUNTY FIELD COUN' INOR SUBDIVISIC x // \\\\ \\ \ \ EXISTING GATE \ / \ \ \4gs8\ / — I7 \ XISTING GATE \ \ / \ ' ' W z / / I / / \ \ \ - l / / x / I J w \ a / x 1 _ - --4996 1 / �4997\ 1---\ / __ \ MEKADOJALLC N \ /----�----__/ \ (.4 U� REC # 210607 w Z N ' I \ W J I x d o a p _/\< x 7 EXISTING COMMERCIALIII BUILDING v =' L___— / A ► / 4995 -4996� _ _ _ _ X x / J \/ (� Roo 9s / \ / I N/ / \ x / / / / X X OUND #5 REBAR WITH ORANGE PLASTIC CAP P.L.S. #34585 r�� / _4994 — — N / - x �\G x n 1V \-\NE OUND #5 REBAR WITH ORANGE PLASTIC CAP pROPERP.L.S. #34585 6 & 2� DATE REVISION SOUND #5 REBAR WITH RED CAP P.L.S. #1411" / x 1- cc O z i GRAPHIC SCALE 50 0 25 50 100 200 TITLE ( IN FEET) 1 inch = 50 ft. 811 ® --Nlipr below. EXISTING CONDITIONS Know what's CaII before you dig. CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES DRAWING N0. C — 1 . 0 E 0 M rn 0 N 0 Z G: \2019\19040\SURVEY\SURVEY DWGS\WORKING BASE DWGS\19040 EXISTING CONDITIONS.DWG - SOPRISENGINEERING, LLC. CIVIL CONSULTANTS 502 MAIN STREET CARBONDALE, CO 81623 (970) 704-0311 FAX: (970)-704-0313 EXISTING LEGEND MCKENNIS SUB. EXEMPTION MCKENNIS SUB. EXEMPTION EXISTING CONTOUR LOT 3 MCKENNIS SUB. EXEMPTION LOT 1 REC NO. 210828 —7900 EXISTING CONTOUR INTERVAL OEL EXISTING OVERHEAD ELECTRIC REC NO. 210830 LOT 2 REC NO. 210829 OEL EXISTING IRRIGATION PIPE XIRR XIRR EXISTING EASEMENT EXISTING PROPERTY LINE DATE: 11-14-2019 - FOUND REBAR & #5 1.25" ORANGE PLASTIC OUND #5 REBAR EXISTING SETBACK (XX') WITH RED CAP P.L.S. #14111 JOB NO. 19040.01 CAP STAMPED "P.L.S. #1411" 25' EXISTING DRIVEWAY EXISTING TODRIVEWAY TO REMAIN REMAIN SETBACK EXISTING SHED TO BE REMOVED TO PROPERTY LINE OF LOT 1 x EXISTING WIRE FENCE CHRISTOPHER )- EXISTING GUY WIRE (--0_) EXISTING POWER POLE REC NO. 210370 cv EXISTING GAS METER IX NEW PUMP HOUSE UNDER CONSTRUCTION CXISTING DRIVEWAY I TO REMAIN 11 EXISTING ELECTRIC TRANSFORMER EXISTING SIGN ® EXISTING IRRIGATION RISER I WAT20' ERLINE EASEMEN _ _ _ _ _ �_ til ��� i _ _ _ EXISTING SHED EXISTING SHED 25' IIISETBACK W — JV EXISTING SETBACKyy w yy — — ADU� PROPOSED LEGEND I _ f I f I PROPOSED WATER LINE TO BUILDING I I EXISTINGPROPOSED SHED WATER PROPOSED SANITARY SEWER SERVICE I saWsvc PROPOSED ELEC, TELE, CABLE ( , v O ATER LINE TO BE X ETC ETC XISTING DRIVEWAY AD 223 LL AD 223 COLORAC UTILIZED FOR LOT 2 „ ', TO REMAIN GAS PROPOSED GAS I ��— PROPOSED FIRE HYDRANT Z ATER LINE TO BE I I EXTENDED TO LOT 1, 8 PROPOSED SEWER CLEANOUT O PROPOSED FIRE RETENTION POND I x AND EXISTING HOME.H I I EHIOMEG x x 10' — -I x U_ - IRRIGATION EASEMENT I itCL X CL 1 25' 0 0 1 a ________ _ - - --—--—------ •z XIR�j'� Xli I-—©_---IR�—i---- SETBACK --- _ --XIRRyy-7--� R XIRR - -- -- -- XJ�xIRR—— -- VXIRR� ID XIRR XIRR -------------- 51 COUNTY 51 COUNTY I FIELD COUN1 INOR SUBDIVISIO / PROPOSED DRY I / HYDRANT 10' SETBACK -- • LOT 1 * I I 10' SETBACK LOT 2 10' SETBACK --I / LOT 3 10' SETBACK 10' SETBACK v X PROPOSED DRY 1 I MEKADOJA LLC EXISTING MODULE OFFICE HYDRANT I Z C c REC # 210607 3 .:0I WL.„ z wcL. l x — SITE PLAN NOTES: _ (.9 BUILDING / ao cc I 11. LOT 3 IS CURRENTLY UNDER CONSTRUCTION AND ALL IMPROVEMENTS ARE x 50' SETBACK 0ILLUSTRATED ON THE CURRENT BUILDING PERMIT. • I / ABSORPTION 1 FIELD SO SVC SEPTIC TANK 1 50' SETBACK C+ OUND #5 REBAR WITH ORANGE PLASTIC CAP P.L.S. #34585 - x x n / OUND #5 REBAR WITH ORANGE PLASTIC CAP ' P.L.S. #34585 r 50' SETBACK DATE REVISION / FOUND #5 REBAR WITH RED CAP P.L.S. #1411" / /1- cc / z GRAPHIC SCALE 50 0 25 50 100 200 TITLE (IN FEET) 1 inch = 50 ft. 811 ® __...N ip r Know below. SITE PLAN what's CaII before you dig. CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES DRAWING N0. C — 2 ` 0 SE#. 19040.01 11/14/2019 Page 7 502 Main Street • Suite A3 • Carbondale, CO 81623 • (970) 704-031 1 • Fax (970) 704-0313 SOPRIS ENGINEERING • LLC civil consultants 1 JOINS PANEL Exhibit C Preliminary subsoil study • HEPWORTH-PAWLAK GEOTE • • March 12, Mi iiin ers Myers & G ompan Bob y P.O. Box 1025 op Bas t Colorado 81621 S• S5tORid1 Glenwood Springs, 81. 01 Fax 97D 945-8454 Phone 970 945-7988 ibjwi:e Preliminary Subsoil Stu4) Proposed Industrial Building, 0051 R d, 223, 8' Acre Parcel, East of Copeland Concrete, Highwy , About 4 miles East of Rifle Garfield Coun Coloradoll Dr. M ei • •• •• • • • • • • As requested, Hepworth-Pawlak Geotechnical, Inc. performed a preliminary subsoil study at the subJect sitOThe study was conducted in accordance with our agreement for geotechnical engineering services to Myers & Company dated January 14, 1997 Due to the soft soils found in the exploratory pits and based on verbal authorization• from B b Myers, two borings were drilled to evaluate the deep subsurface conditions at the sitdiThe data obtained and our recommendations based on the proposed • construction and subsurface conditions encountered are presented in this report ur • • recommendations are suitable for planning and preliminary design of buildings Ithe • • site. die'01�"' '=0 0 SDI.. Proposed Construction: a un erstand that this report will be used in conjunction, with your purchase of the property. The proposed building will be a steel frame pre-• iengineered structure with slab -on -grade floor. The location of the building on the site has not been determined. A second similar building may be built on the site. Cut• a depths are expected to range between about 2 to 4 feet. Foundation wall loadings for• this type of construction are assumed to be relatively light and typical of the proposed • type of construction are assumed to be relatively light with moderate column loads up • to 50 tons. • • • • •... If building conditions or foundation loadings are significantly different from those described above we should be notified to reevaluate the recommendations p resenta in this repor • • • Site Conditions: The site is occupied by several buildings including a one story wood frame house and "small trailer in the northeast cornet of the site and several shed type outbuildings in the north -central part of the site he rest of the :site. is relatively flat pasture land which slopes slightly down to the s uth egetation consists of grass and weeds. There was patchy snow on the site at the timellf oliE alai e ig ditches on the south side of the site. �� r ' years Com- March . , Ilige2iii SubilPrfil CRAP TIPIIIIIILIMIMPtha r excavating sl xploratory pits and drilling 2 borings at th pproximate locations. shown on Fi1. The logs of the pits are presented on Fir2. The logs of the borings are shown on Fig. 3. The subsoils encountered, below about IA foot of topsoil, consist of soft interlayered sand, silt and clay. Relatively dense sandy gravel with cobbles was 111 encountered at 34 feet deep in the borings drilled at the site. Results of swell- di a • • consolation testing performed on relatively undisturbed samples of the sand1.617 and silt , presented on Fig. 3, indicate moderate compressibility under light to moder loads and wetting. Free water was observed seeping into Pits 1 and 4 between 7% to 10 feet deep at the time of excavation. The caved depth in the borings of 6 and 7 feel probably corresponds to the ground water level•The soils were moist to wet with I Foundation Recommen ' tions: . e s . _ ow s.o encountered at the site have relatively low strength and are compressible under relatively light loading. It may feasible to support the proposed building with shallow spread footings placed on they supper natural soil and designed for an allowablesoil bearing pressure of 1,00Q to IPsf. The footing bearing level should be kept within 3 feet of the natural grouni surfaceliThe soils tend to compress when loaded and there would likely be some post-' construction differential foundation settlement. Column loads on the order of 50 tons could experience long term se ements on the order of 2 to 4 inches. Footings should. be a minimum width of 2 feetlIPLocise and disturbed soils and existing fill encountered at the foundation bearing level within the excavation should be removed and the footin eating level extended down to the undisturbed natural soil xterior footings should 111 be provided with adequate cover above their bearing elevations for frost protection. Placement of footings at least 36 inches below the exterior grade is typically used ink his area. Continuous foundation walls should be reinforced top and bottom to spa oval anomalies such as by assuming an unsupported length of at least 14 feet. oundation walls acting as retaining structures should be designed to resist a later aj� arth pressure based on an equivalent fluid unit weight of at least 50 pcf for the or* Soil as backfill. foundation alternative with lower risk of settlement woulda to support a uildings n driven pipe piles. Pile capacities on the order of 25 to 40 tons should be possible. Fhe piles would be driven tqiiiirtual refusal (20 blcs/2 inches) in the dense gr ist b o 3 f t p. VP nee buil ing locations lave een i ize a site specs is maw, s u y e per orm . III Fir Slab hnatural Ate soilssxclusive of op il, are suitable to support. lightly to moderately loaded slab -on -grade construction.i'he.subsoils are compressible nd some settlement is like1 To reduce the effects of some differential movement oor slabs should be separated from all bearing walls and columns with expansion GEOTECH Myers & Compan March 12, 1997 IP Page 3. •join w uin c a ow unrestra ver Ica movemen oor s a controljoints s ou used to reduce damage due to shrinkage cracking.. The requirements for joint spacin and slab reinforcement should be established by the designer based on experience andw is the intended slab use. A minimum 4 kh layer of -free -draining gravel should be p beneath slabs to act as leveling coursAIPThis material should consist of minus 2 inc • aggregate with less than 50 % passing the No. 4 sieve and less than 2 % passing the No.. • 200 sieve. The floor level should be kept within 2 feet oilihe natural ground surface to • pii cwige g by� g i d All fill materialsrfor support of floor slabs should be compacted' to at least 95 o o • maximum standard Proctor density at a moisture content near optimum equired i • should consist of imported granular soils devoid of vegetation, topsoil AZ oversized • rgck. Sur 'ace DrainagT ie o owingdrainage precautions s ou d e observe unn construction and ntained at all times after the buildings have been completed: mr"iAi 1) eimmdation of the foundation excavations and underslab areas should b O avoided during construction IIP 2 Exterior backfill should be adjusted to near optimum moisture and, compacted to at least 95 % of the maximum standard Proctor density u1 pavement and slab areas and to at least 90 % of the maximum standard • Proctor density in landscape areas. 3 The ground surface surrounding the exterior of the building should b IIPsloped to drain away from the foundation in all directions. W ecommend a minimum slope of 6 inches in the first 10 feet in unpave •areas and a minimum slope of 3 inches in the first 10 feet in pavement d walkway areas. • • 4 Roof downs outs and drains should discharge well be and the limits of OP Vifil aYon •Perco g: P rc ion es s v ere con uc ed o' n F'e ru r 18, 199 devaluate the feasibility of an infiltration septic disposal system at. the site.. 0 profiled pit and three percolation holes were dug. at the ]ovations shown on Fig. 1 ii['he test holes (nominal 12 inch diameter by 12 inch deep) were hand dug at the bottom o shallow backhoe pits and were soaked with water one day prior to testing he s671, exposed in the percolation holes similar to those exposed in Pit 4 shoMon Fig. 2 and consist of sandy silt and claye percolation test results are presented in Tabs ▪ Percolation hole P- 2 had partially filled water from surface runoff and no test was performed in that pit/Based on the subsurface conditions encountered and the percolation test results, the tested area should be suitable for a conventional infi1 septic disposal systemeI'he system will eed to be kept shallow and/or mounded lima the apparent shallow ground wa ter le ite s - ific ercolation testin should b conducted for the final desi n. illin H-P GEOTECH Myers ' ornpany March 12, 1997• aigee Lli&MP Thi y 1111M1,1 ud m dan d geotechnical engineering principles and practices in this area at this timel Ve make warranty either expressed or implied. The conclusions andrecommendations, submitte in this report are based upon the data obtained from the exploratory pits and borings located as indicated on Figs. 2 and 3, and to the depths shown on Fig. 2She propose type of construction, and our experience in the area. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory pits a borings and variations in the subsurface conditions may not become evident unti ■ excavation is performed. If conditions encountered during construction appear di ferent from those described in this report, we should be notified at once so re-evaluation of the recommendations may be made. • This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our inforznationg.As the project evolves, we should provide continued consultation and field services during, construction to review and monitor the implementation of our reconiligendations, and to verify that the recommendations have been appropriately interpreted! Significant • changes may require additional analysis or modifications to the recommendation n� di presented herein e recommend ,that a specific subsoil study be performed when IP building locations ave been finalized. � If o. ha - . • -sisisorifwema • incere y, • • iliIORTI-1 - PAWLAK GEOTEC w C ° 3 24443. ° " • 00 jo• �� ° • ithNAL'E ‘N • be of further assistanceplease let us kn w. Daniel E. Har Reviewed B utt1ixw attaehmen s • • • Yanc Nichol %Non • H-P GEOTECH • '- • BORING 1 -- `— — MATE SCALE • COPELAND CONCRETE la — ,CC' •®v (PROPERTY BOUNDARIES • 1110 EXISTG• IRRIGATION •k VITCH • • • • • •o ff% P'•L 2 �PIT4• • o 1•• • • 0 BORING 2'nji • � "li PIT r11111111b •34 • 197 147 SHEPWORTH - PPWLAK. • GECTECHNICA.L. INC. • EXISTING • FENCES • OU T B�LDI GS 'EXISTING �Al1 HOUSE • • •>v't!NPr JO 2230 -LOCA-ION OF EXPLORATORY PITS, ell BORINGSWAND PERCOLATION TEST HOLLS • COPELAND CONCRETE APPROXIMATE SCALE •W" • O® PIT 2 6OR1NG �: PIT 1 1 •• •''�• •• •PROPERTY ,,•'�, BOUIyNES • 4 EXISTING DITIRRI GAT1CHES O • • P3A4DA P-2 • LI PIT 4 • • „... • o err !loge, • \ •• cD , • • ,�? - an BQlpic g20 �IM PIT SUM • W 4• OD • • • • EXISTING FENCES _ BUILDINGS • • s\km—mom COUNTY ROAD 22i • USTINCIII TRAILER -ROAD 223 • O Depth — Feet ffiI• 14.1 •I• r I •I• I • lash a 17 t+d tco Ci CV�11 aw .-N 0lga. • imp ":,ae;'e"�. •_n'si. wee: �:i, `' ; �tta� ;':Q :?� N:;� • � °• . Yam• ����:'�.e'a• •�•�� \•:=f 1 N Z141-.A. tea. �. =°�� � Y"�• •� ='.�iwell OM GM m• GOND • z • • n@� O W:: IIOD ;Ici I 3 o I • MIS • •I O N •••bil•I• gl • • • •, Depth •fet 0197 147 HEPWORTH — Pik GEOTECHNICAL N Explanation of BORING 1 • 15 • 35 • 4-0 • •••• ••41IL Note: Explanation of symbols is shown on Fig. 1•. • — • IIMININD • • BORING 2 • • • • • • • 10 • • 15 • 20 • 25 • •ID • 30 • • 35 •. 40 al> GEOTECHNICALVI197 147 HEPWORTH — P k'L GEOTECHNICAL, IN •LOGS OF EXPLORATORY BORINGS•, Fig. 3 - ell • SIMI • • 1 1 LEGEND: • GM • • • • • • TOPSOIL; silt and clay, sandy, organic root zone, 1 to 2 inches of frost ,SILT AND CLAY (ML—CL); !MAP in a aye�e ayey sari an si y sand, • soft, very moist to wet, light brawn. • • GRAVELsandy, silty, with cobbles, relatively dense, wet, brown. �• � •i • • • • e a ive y un is ur a rive same e; —inc I.D. California liner sample. • • 3/12 Drive same a ow coup ; in ica es a 3 ows of a 140—pound hammer falling 30 inches were GIIMINENIO required to drive the California sampler 12 inches. • �• • 2�iameter hand driven liner sample.• Ma Depth at which water seepage into pits was encountered at the time of excavation. NOTES: • • Depth at which borings had caved when checked on March 10, 1997. • • • • - • • • - • • • • • j Exploratory pis were exceva e at February 17, 199711 a ac e. xp ora ory or rigs were n e on February 27, 1997 with 4--inch diameter continuous flight power auger. 2. Locations of exploratory holes were measured approximately by pacing from features •dia.piiipd 3. Elevations of exploratory holes were not measured and logs are drawn to depth.• • • • 4. The exploratory hole locations and i by i : n - hod sed. IThe tines between ma via s s own on t e exp ore ory o e ogs represent t e approximd e boundaries between material types and transitions may be gradual. 6. Water seep, levels shown on the logs were made at the time and under the conditions indicated 0Fluctuations in wateolevel may occur with time. •fhe caved depth roughly corresponds to the wate.eve . 7. Laboratory Testing Results: elevations should be considered accurate WC = Water Content ( % ) • DD = Dry Density ( pcf ) —200 = Percent passing No.200 sieve LL = Liquid Limit ( %. ) Pi = Plasticity Index ( % ) UC = Unconfined Com ressive Stren th ( psf ) ED 0197 147 only to the degree • GEOTECHNICAL, N HEPWORTH — PWLA , LEGEND AND NOTES — Fig•4 • • •o 1 11111. GO • • U • ll • I Moisture Content = 19.6 percent rumple of: Sandy Silty Clay FrtrAgfilligt 4 Flit n• II • • • n ' Wit Orin I'Ll;)onmoycjiia wetting —II 0 n lir Likkili 1 3 I i • . 111 Ls • a ll 3 I II r: 3 I • 0.1 0 ar n • • �I .Aoisture Content=�15.0'percent• Dry Density = _ 112 pcf Clayey Sand Sill IS LID • ' ample r am:Pit of: cod 2 at 4 F= - rr • II • • u • , „- • No movement upon. wetting / 1 11. i'1 :31 u • LB • �. 11 ' OM ] 1 1,. u • I 1111 1 1 r 1 0 II APPLIED PRESSURE — ksf r HEPWOP I`H - PAWLAK •' w; WL CON: ' i__In n-ncy: GEOTECI-i-11C,-., .•1NC. •� •.••. 11113 ds; •g•3 1 • • • • - • • • • / / i Moisture Content = 24.2percent Dry Unit Weight =, 96 pcf . Sample of: Clayey Sand and Silt Frorn: Pit 6 at 4 Feet ... •11 J1• J•• • an r 1 1 ...1. ..l-i • • L. . IMIMI 1 L- No movement upon L.11 '. 3 1 . 1 r • is s• ] 1 :11111/ ID -l/ L.I1 01 1 ruOD • ... • • Mi • 1 L.11 .. J i • 1 1 r ii ...1 ] 1 :1.11 • L.11 ..2 1 1 1 is 3 1 :1 • r 1.11 .. 3 1 •1 :31. 7• MI r•11 L.I1 • II I 1 n 1 1 n• • Lic 10 APPLIED PRESSURE - ksF• 0 GEOTECHNIC;AL4DINC.; HEPWORTH AD PAWLAk•rrS LL CONSOLIDATION RESULTS.'I• Fig. 6. z ,__ J • -/ 4 CO 11-1 CC o LIJ w W , L m J Sli Q � J Ct Er ® < N, 2 =L1J U) • • SO t OR BEDROCK TYPE Sandy Silty Clay MID 9 Clayey Sand and Skala!! Clayey Sand and Silt fl • Sandy Silt and Clay MO • Clayey Sand and Silt 1011 Y ii C t0 C • I II II II II ll I UNCONFINED COMPRESSIVE IF STRENGTH (PSF) • • • • • O , ii ii II 1 ATTERBERG LIMITS • PLASTIC, INDEX (9%) 1•1 41 n ii ii. 2.11 ii II • •I ii II • • ,....0 u m > „„,,,,, 00 O• CD• • el NATURA • GRADATION • DRY GRAVE• *AND DENSITY i 'y I (%). IPrfl II II II ii 11. i II • I ii II • OCVO • i 1•1••,••1 .CT)�i i • NATURAL MOISTURE • CONTENT (%) • - O • [h • •24.2 C7 • • • • • i V • • •• • • I HEPWORTH-PAWLAK GEOTECHNiCAL 11C. • • • TABLE II JOB NO.197 14 411-1OLE NO. rill HOLE DEPTI, •(INCHES) I IENGTH OP I INT(MEIRNV)A I I WATER DEPTH A NTERVALOS' (INCHES) WATER DEPTIP IA TERVALF ' (INCHES) I DROP II! LEER• (INCHES) • AVERAGE• PERORATE lON (MIN./INCH) [-1 I •53'/z• I iater 1021 added 11'/40•• 91/4 •••2 0200 0 9' •••8% •••1 8' • • 7Va • • •1 7' • • 06% • • •1 • 6'/ •••5'% •••1•• • 7'/a • • • • 63/4 • • • 1• • • P-2 - • 53 • - The hole was full of water 0 1'/z fee below the - i ground surface at 6111. GIMMID II. dime of test GINGMID - - •v • •10a • 10'/a • 1/20 •16 • 10Y4• •• , 9• • 11/4 • a1aV7/�fi'% niA 7�'" • •6�/"`� ater adde • 06% • •rJ'/2 • 1' • • 8• • •6% • 1 Y • NOTE 1 fo bP1 fok diameter hole was hand dug at the bottom of each shallow backhoe pit and soaked on February 17, 1997. The test holes were protected from freezing overnight with rigid foam insulation. jercolation tests wee performed on February 18, 1997. SEM. END Exhibit D Legal and Physical Water Supply Letter litie BALCOMB&GREEN WATER LAW I REAL ESTATE I LITIGATION I BUSINESS EST 1953 Via Email: Douglas Pratte The Land Studio, Inc. 365 River Bend Way Glenwood Springs, CO 81601 January 21, 2020 landstudio2@comcast.net Sara M. Dunn Direct Dial (970) 928-3467 Receptionist (970) 945-6546 sarad@balcombgreen.com RE: HES 51 County Road 223 LLC Application for Minor Subdivision — Water Supply Dear Doug: This letter summarizes the legal water supply for the proposed HES 51 County Road 223 Minor Subdivision. The property (Parcel ID: 217712200243) consists of 8.55 acres and is proposed to be split into three lots. For water calculation purposes, Lot 1 (3.25 acres) will continue as a single-family residence with an accessory dwelling unit, Lot 2 (2.06 acres) will be a commercial lot, and Lot 3 (2.94 acres) will be a commercial lot where a large equipment rental facility is currently being constructed. Domestic Water The existing residences are currently supplied from the Glenn Anderson Well located in the SW1/4 of the NW1/4 of Section 12, Township 6 South, Range 93 West of the 6th P.M. at a point 1353 feet from the North Section Line and 890 feet from the West Section Line. The well was decreed in Case No. 80CW32 and operates pursuant to State Engineer's Well Permit No. 9867. Copies of the Decree in Case No. 80CW32 and Well Permit No. 9867 are attached hereto. The well permit allows for the withdrawal of 30 g.p.m. for domestic, livestock water, fire protection and lawn and garden irrigation. Please see the attached Engineering Report from Colorado River Engineer dated December 19, 2019 summarizing water demands and the aquifer yield test. The Glenn Anderson Well was first beneficially used August 11, 1961 and is a beneficiary of the Green Mountain Historic Users Pool and Senate Document 80 pursuant to the terms of the Operating Policy for Green Mountain Reservoir; Colorado -Big Thompson Project effective January 23, 1984. That Operating Policy provides that water will be released from Green Mountain Reservoir during times when the administration of water under the priority system established by the laws of the State of Colorado would result in curtailment in whole in part of a water right for irrigation (including livestock water by definition) or domestic use within western Colorado, which was perfected by use on or before October 15,1977. ASPEN I BASALT I BUENA VISTA I GLENWOOD SPRINGS I LAMAR Post Office Box 790 I Glenwood Springs, Colorado 81602 I 800.836.5928 I 970.945.6546 I BalcombGreen.com BALCOMB&GREEN WATER LAW I REAL ESTATE I LITIGATION I BUSINESS ESTR 1953 Douglas Pratte HES Subdivision January 21, 2020 Page 2 The HES 51 County Road 223 Minor Subdivision is located within West Divide's "Area A" primary service area. Within this primary service area, West Divide issues water supply contracts to off -set depletions associated with water diversions from wells. West Divide has several decreed and pending augmentation plans which augment depletions from both existing and potential future water structures. In addition to the augmentation plans, West Divide has three temporary substitute supply plans, approved by the State Engineer's Office, which allow West Divide to immediately provide augmentation water to new customers. Applicant has obtained two West Divide Water Contracts for the uses associated with the Minor Subdivision that were not decreed in Case No. 80CW32. Specifically, Contract No. 191017HES51#2(a) was activated on October 17, 2019 and allows for 2 single family dwellings, one acre of irrigation, 4000 square feet of commercial area and 200 g.p.d. for incidental commercial uses such as equipment washing. A copy of Contract No. 191017HES51#2(a) is attached hereto. HES 51 County Road 223 LLC also holds Contract No. 191017HES51#1(a) for an additional 6 acre feet of augmentation water that can be used to replace out of priority depletions from the Well, if necessary. Irrigation Water Irrigation will be provided from the Lower Cactus Valley Ditch pursuant to shares in The Grand River Ditch Company. The Grand River Ditch Company water will provide irrigation on Lot 1 consistent with historical practices and minor landscaping on Lots 2 and 3. One share of stock in the Company entitles the shareholder to 1/270th of the Company's 50 c.f.s. decreed diversion rate. Each Lot is proposed to be associated with 0.5 share allowing for irrigation of up to 4.6 acres within each lot. Therefore, the shares in the Lower Cactus Valley Ditch will provide adequate irrigation water. Fire Protection Applicant is constructing a reservoir on Lot 3 for irrigation control and fire protection purposes. This reservoir is designed to hold a total of 276,522 gallons with a minimum fire protection pool of 180,000 gallons. The reservoir can be filled from the irrigation system and the well. Lots 2 and 3 will each have a dry -hydrant connected to the Reservoir for fire protection purposes per the recommends of the Grand River Fire Protection District. Sincerely, BALCOMB & GREEN, P.C. Bv: Encls. /^1 Sara M. Dunn ASPEN I BASALT I BUENA VISTA I GLENWOOD SPRINGS I LAMAR Post Office Box 790 I Glenwood Springs, Colorado 81602 I 800.836.5928 I 970.945.6546 I BalcombGreen.com CoLoAoO RWER ENGINEERING INCORPORATED December 19, 2019 HES 51 COUNTY ROAD 223 LLC, CLLC c/o Sara Dunn Balcomb & Green, P.C. 818 Colorado Ave Glenwood Springs, CO 81601 Via Email: sarad@balcombgreen.com RE: CRE Job #1205 — HES Subdivision — Engineering Report - Physical Availability Potable Water Supply Dear Sara; Colorado River Engineering, Inc. has prepared this letter report to summarize our engineering review of the physical availability of groundwater proposed to supply the HES subdivision. The subject property (Parcel ID: 217712200243) consists of 8.55 acres and is proposed to be split into three lots. Lot 1 will continue as a single-family residence with an accessory dwelling unit, at 3.25 acres. Lot 2 will be a commercial lot at 2.06 acres. A large equipment rental facility is currently being built on Lot 3 at 2.94 acres. The property is located along Highway 6 between the City of Rifle and the Town of Silt. The existing home (Lot 1) and shop building (Lot 3) are currently supplied water from a well that was developed in 1961 and was awarded a decree from the water court for the Glen Anderson Well with a diversion rate 0.066 cubic feet per second (30 gallons per minute) decreed for domestic, livestock, fire protection and lawn and garden irrigation. The property is located near the Colorado River with the well developed into the alluvial aquifer. Water Demands The attached Table 1 summarizes the estimated total water demand associated with the project. Demands are based on the following uses; 1. Lot 1 - One single family home, 1-Accessory Dwelling Unit, 10,000 square feet irrigation. 2. Lot 2 - 2,000 sq ft commercial space, vehicle washing, 10,000 square feet irrigation. 3. Lot 3 - 2,000 sq ft commercial space, vehicle washing, 10,000 square feet irrigation, pond filling as back up supply to fire protection pond. Irrigation at the property will primarily be provided from raw water supplies from interests in an irrigation ditch. For planning purposes, the well conservatively includes irrigation demands for garden or landscaping areas. The demands were calculated to be 0.19 acre-feet per month during Page 1 COLORADO RIVER ENGINEERING INCORPORATED the winter period and a peak of 0.76 acre-feet in July. The peak demand averages 5.5 gallons per minute (gpm) in July. Aquifer Yield Test A 4-hour pump test was performed by Colorado River Engineering on November 11, 2019. The steel well casing was found to be in a degraded rusting state, likely due to its age of 60 years. The pump was believed to be setting on sand within the casing which is an indicator the casing had deteriorated and failed underground. Although degraded, a pump test was completed at a rate of 7.5 gpm which is higher than the peak monthly demand. The well stabilized after the first 15- minute interval reading with a drawdown of 3-feet. It is our opinion that underlying aquifer has significant Tong -term sustainable yield and water availability that greatly exceeds the projects demands and will be adequate for the supply to the subdivision. The basis of our opinion is the high yield associated with the river alluvium aquifer and the pump test and past studies of groundwater conditions in this area, including other subdivision wells. However, based on the well condition, we recommend that a new well be constructed to supply the project. Completion of the well and testing should be completed prior to any final platting of the project. After well completion, the well should also be tested for water quality per county requirement. Our experience with water quality in this area of the county has shown acceptable water quality with respect to regulated health parameters. However, it is common for water supplies in this region to have parameters exceeding secondary water quality limits. Secondary standards often are associated with aesthetics of the supply and typically includes items such as dissolved solids and hardness. It is typical for residential water users to install water softeners to address hardness and under the sink reverse osmosis taps to address dissolved solids and the aesthetics of the water taste. The future well construction should target the 30 gpm instantaneous yield associated with the original Glenn Anderson Well so that at least a 10 gpm supply can be provided to each lot for peak demands. If the well is constructed to a lower yield a storage cistern and booster pump should be added to the subdivisions water supply system. If you have any questions, please do not hesitate to call our office at 970-625-4933. Best Regards, Christopher Manera, P.E. Page 2 Table 1 - Water Demands Hartland Environmental Services Water Use Estimate JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL APPLICANT: HES DWELLING UNITS: IRRIGATED AREA (SQ FT): COMMERCIAL AREA (SQ FT): NO. OF LIVESTOCK: ELEVATION (MSL): EVAPORATION AREA (ACRE): EQUIPMENT WASHING (GPD) (1) (2) (3) (4) 2 30000 4000 0 5400 0.20 200 (5) Contract Amount w/ 5% transit Loss (1 SFR + 1 ADU) 10,000 per lot 2000 sq ft per comm lot (6) 2.72 acre feet Transit Loss= 5.0% (7) (8) (9) (10) (11) (12) (13) (14) Unit Value: Irrigation Diversion (AF/ac) Unit Value: Irrigation C.U. (AF/ac) In House Diversion (AF) In House C.U. (AF) Commercial Diversion (AF) Commercial C.U. (AF) Irrigation Diversion (AF) Irrigation C.U. (AF) Equip. Washing Diversion (AF) Equip. Washing CU (AF) Pond Fill Evap DIV & CU (AF) Total Diversion (AF) Total C.U. (AF) Total Contract Amount (AF) 0.148 0.118 0.398 0.318 0.576 0.461 0.635 0.508 0.500 0.400 0.354 0.283 0.094 0.075 2.704 2.163 (1) (2) (3) (4) (5) (6) (7) (8) 0.07 0.06 0.07 0.06 0.07 0.06 0.07 0.07 0.06 0.07 0.06 0.07 0.78 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.118 0.08 0.07 0.08 0.07 0.08 0.07 0.08 0.08 0.07 0.08 0.07 0.08 0.90 80% irrigation efficiency for sprinkler systems Blaney Griddle assessment with Pochop adjustments 350 gallons per day per residence 15% consumptive use for ISDS systems 200 gallons per day per 1000 sq ft of commercial space 15% consumptive use for ISDS systems Column (1) * irrigated area in acres Column (2) * irrigated area in acres 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.13 0.00 0.00 0.00 0.10 0.27 0.40 0.44 0.34 0.24 0.06 0.00 0.00 1.86 0.00 0.00 0.00 0.08 0.22 0.32 0.35 0.28 0.19 0.05 0.00 0.00 1.49 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.22 0.02 0.01 0.02 0.01 0.02 0.01 0.02 0.02 0.01 0.02 0.01 0.02 0.18 0.01 0.00 0.04 0.06 0.09 0.11 0.11 0.10 0.07 0.05 0.02 0.01 0.67 0.19 0.17 0.23 0.35 0.56 0.71 0.76 0.65 0.51 0.31 0.21 0.19 4.84 0.04 0.04 0.08 0.18 0.34 0.46 0.50 0.41 0.30 0.14 0.06 0.04 2.59 Vehicle washing assumed at 200 gpd Vehicle washing assumed 80% consumptive Estimated fills to pond to keep full for fire protection Column (5) + Column (7) + Column (9) + Column (10) plus 5% transit loss Column (6) + Column (8) + Column (9)+ Column (10) Column (12) plus 5% transit loss 0.045 0.039 0.081 0.190 0.360 0.481 0.520 0.430 0.318 0.146 0.063 0.045 2.717 Water Use Estimate Hartland Env Services - 2019.xlsx Water Use (rev) COLOR ADQ RI \TER 1 of 1 12/18/2019 WEST DIVIDE WATER CONSERVANCY DISTRICT October 17, 2019 HES 51 County Road 223, LLC 12433 Highway 82 Carbondale, CO 81623 818 Taughenbaugh Blvd., Suite 101 P.O. Box 1478 Rifle, Colorado 81650-1478 Tel: (970) 625-5461 Web: www.wdwcd.org Email: water@wdwcd.org Re: Application to Lease Water Dear Larry, Enclosed is approved Water Allotment Contract # 191017HES51(a). The next step is to obtain an updated well permit from the Colorado Division of Water Resources office in Glenwood Springs. A totalizing flow meter must be installed and maintained in good working order. Non-compliance with measuring and reporting requirements are grounds for cancellation of this contract, which could result in action by the Colorado Division of Water Resources to curtail further use of the well. Sincerely yours, WEST DIVIDE WATER CONSERVANCY DISTRICT wk,e, Via/0A- my Keenan Enclosures cc Division No. 5 Water Resources w/contract Colorado River Engineering Directors: Samuel B. Porter Kelly Couey Richard L. McNeill Bruce E. Wampler Dan R. Harrison CONTRACT #: 191017HES51#2(a) MAP ID #: 738 DATE ACTIVATED: 10/17/19 WEST DIVIDE WATER CONSERVANCY DISTRICT APPLICATION TO LEASE WATER 818 Taughenbaugh Blvd. #101, P. O. Box 1478, Rifle, CO 81650 970-625-5461 water@wdwcd.org 1. APPLICANT INFORMATION Name: HES51CountvRoad 23,3 LLC Mailing address: 12433 Hlahway 82 Carbondale, CO 81623 Telephone: Email: Iairoux uC hes-usa.com Authorized agent: Larry Giroux 2. COURT CASE #s: Decree Case No. Augmentation Plan Case No. 3. USE OF WATER RESIDENTIAL Number of main residences: 2 Subdivision: No. constructed units: Home garden/lawn irrigation of 43560 Method of irrigation: flood_ sprinklerX other_ Non-commercial animal watering of animals Fire Protection X Evaporation: Maximum water surface to be exposed: Description of any use, other than evaporation, and method of diversion, rate of diversion, and annual amount of diversion of any water withdrawn from the pond: No. ADU's No. vacant lots total sq. ft. Well Sharing Agreement for multiple owner wells must be submitted If greater than two owners, application must be made under a homeowners association. COMMERCIAL Number of units: 2 Total sq. ft. of commercial units: 4000 Description of use: Equipment Rental Facilities and Truck Wash INDUSTRIAL Description of use: Evaporation: Maximum water surface to be exposed: Description of any use, other than evaporation, and method of diversion, rate of diversion, and annual amount of diversion of any water withdrawn from the pond: DIRECT PUMPING Tributary: Location: 4. SOURCE OF WATER Structure: Well Structure Name: Glenn Anderson Well Source: surface storage ground water X Current Permit # 9867 (attach copy) 5. LOCATION OF STRUCTURE County Assessors Parcel Number 2177-122-00-243 County Quarter/Quarter Quarter Garfield SW NW Section Township Range 12 6 South 93 West Distance of well from section lines: 1353 from the North Section Line 890 feet from West Section Line Elevation: 5400 Well location address: 51 County Road 223 Rifle. CO 81650 P. M. 6th Attach additional pages for multiple structures 6. LAND ON WHICH WATER WILL BE USED (Legal description may be provided as an attachment.) See Exhibit A. attached hereto Number of acres in tract 8.55 Inclusion into the District, at Applicant's expense, may be required 7. TYPE OF SEWAGE SYSTEM Septic tank/absorption leach field X Central System_ Other_ District name: 8. VOLUME OF LEASED WATER NEEDED IN ACRE FEET: 2.72 AF (minimum of 1 acre foot except augmentation from Alsbury Reservoir where a lesser amount is allowed) Provide engineering data to support volume of water requested Commercial, municipal, and industrial users must provide diversion and consumptive data on a monthly basis. A totalizingfow meter with remote readout is required to be installed and usage reported to West Divide. Applicant expressly acknowledges it has had the opportunity to review the District's form Water All , tment Contract and agrees this application is made pursuant and subJe / o the terms an conditions con(alned therein. Applicant Signature Application Date: / 9 ISSUED AS AREA B CONTRACT YES X NO Printed portions of this form, cxccpt differentiated additions or deletions, have been approved and adoptcd by the West Divide Water Conservancy District. Form : WDWCD 2017 APPLICATION WEST DIVIDE WATER CONSERVANCY DISTRICT Hartland Environmental Services Water Use Estimate JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL APPLICANT: (1) Unit Value: Irrigation Diversion (AF/ac) HES DWELLING UNITS: IRRIGATED AREA (SD FT): COMMERCIAL AREA (SO FT): NO. OF LIVESTOCK: ELEVATION (MSL): EVAPORATION AREA (ACRE): TRUCK WASHING (GPD) 2 43560 4000 0 5400 0 200 Contract Amount wl 5% transit Loss = 2.72 acre feet Transit Loss= 5.0% (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) Unit Value: Irrigation C.U. (AF/ac) In House Diversion (AF) In House C.U. (AF) Commercial Diversion (AF) Commercial C.U. (AF) Irrigation Diversion (AF) Irrigation C.U. (AF) Truck Washing Diversion (AF) Truck Washing CU (AF) Total Diversion (AF) Total C.U. (AF) Total Contract Amount (AF) 0.148 0.398 0.576 0.635 0.500 0.354 0.094 2.704 0.118 0.318 0.461 0.508 0,400 0.283 0.075 2.163 0.07 0.06 0.07 0.06 0.07 0.06 0.07 0.07 0.06 0.07 0.06 0.07 0.78 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.118 0.08 0.07 0.08 0.07 0.08 0.07 0.08 0.08 0.07 0.08 0.07 0.08 0.90 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.13 0.00 0.00 0.00 0.15 0.40 0.58 0.64 0.50 0.35 0.09 0.00 0.00 2.70 0.00 0.00 0.00 0.12 0.32 0.46 0.51 0.40 0.28 0.08 0.00 0.00 2.16 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.22 0.02 0.01 0.02 0.01 0.02 0.01 0.02 0.02 0.01 0.02 0.01 0.02 0.18 0.19 0.17 0.19 0.33 0.60 0.78 0.85 0.71 0.55 0.28 0.18 0.119 5.03 0.04 0.03 0.04 0.15 0.35 0.50 0.54 0.44 0.32 0.11 0.04 0.04 2.59 0.038 0.035 0.038 0.161 0.372 0.521 0.572 0.458 0.334 0.117 0.037 0.038 2.724 (1) (2) (3) (4) (5) (6) 80% irrigation efficiency for sprinkler systems Blaney Cnddle assessment with Pochop adjustments 350 gallons per day per residence 15% consumptive use for ISDS systems 200 gallons per day per 1000 sq 8 of commercial space 15% consumptive use for ISDS systems (7) (8) I9) (10) (11) (12) (13) Column (1) • irrigated area in acres Column (2) ' irrigated area in acres Truck washing assumed at 200 gpd Truck washing assumed 80% consumptive Column (5) + Column (7) + Column (9) + Column (10) plus 5% transit loss Column (6) + Column (8) + Column (0)+ Column (10) Column (12) plus 5% transit loss Confidentiality Notice: This spreadsheet. including all attachments, is for the sole use of the intended recipients and may contain confidential and privileged information. Any unauthorized review. use. disclosure. copying. distribution or action taken in reliance on the contents of the information contained in this spreadsheet is strictly prohibited. Water Use Estimate Hartland Env Services - 2019 10/8/2019 (,gPublic.net Garfield County, CO Account R210346 Physical 51 223 COUNTY RD Number Address Parcel 217712200243 RIFLE Number Owner HES 51 COUNTY ROAD 223 Acres 9 Address LLC LandSqFt 0 12433 HIGHWAY 82 Tax Area 021 CARBONDALE CO 81623 2019 Mill Levy 65.543 Date created: 8/12/2019 Last Data Uploaded: 8/12/2019 302:38 AM Deve oiled by�� Schneider 6E OS PAT IA L. Overview Legend 1- 1 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 2019 Total Actual $484,390 Last 2 Sales Value Date Price 81650 9/18/2018 $0 9/18/2018 $495,000 FORMNO. aGWS:I1N 10/80 STATE OF COLORADO OFFICE OF THE STATE ENGINEER 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 . Atom) aan.�jt - Tor Office Use only PERMIT NUMBER 9967 _ AMENDMENT OF MOWING WELL PERMIT PURSUANT TO C.R.S.37-92-304(8) 1. WELL OWNED NAME(S) : TUFLY HOLLIS F & JEAN C Mailing Address: 0051 CO RD 223 City, St. Zip : RIFLE CO ' Phone: ( ) 2. WELL LOCATION: COUNTY: GARFIELD OWNER'S WELL DESIGNATION GLENN ANDERSON WELL (Address) (City) Mare) (Zip) 3W 1/4 of the NW 1/4, Sec. 12, Township 6 SOUTH , Range 93 VEST , 6TH P.M. •Distances from Section Lines: 1353 from the NORTH Section Line, and 890 Pt. from WEST Section Line. 3. The well has historically been used for the following purpose(s): DOMESTIC. LIVESTOCK WATER. FIRE PB)Tg,OIs1 AND LAWN AND GARDEN IRRIGATION. 4. Water from the well was first used beneficially by the original owner for the above described purpose(s) on QV9UST 11. 196J,. 5. The total depth of this well is 52 feet. 6. The pumping rate is 30 gallons per minute. 7. The average annual amount of water diverted is NOT REPORTED. 8. The land area irrigated from this well is: NOT REPORTED acres described as: • (Legal Description) or as Subdivision Lot(s) Block Filing/Unit FOR OFFICE USE ONLY IN ACCORDANCE WITH THE PROVISIONS OF SECTION 37-92-304(8), CRS THE STATE ENGINEER HAS AMENDED 1 HIS RECORDS FOR THE SUBJECT WELL PERMIT TO REFLECT THE DETERMINATIONS MADE BY THE DIVISION 5 WATER COURT IN CASE NO. 80 CW 32 GLENN ANDERSON WELL 9867. iisg 2 . .. 6-2.d+-pg _ State Engineer Hy Date Court Case No. 80 CW 32 Div. 5 Co. 2„ WD 39 V Use 1. I orra • (Rev..) Intlox No. the, Regisbro44 c 1 �L C enie Typed Drilled by Jamea STATE OF COLORADO DIVISION OF WATER RESOURCES y OFFICE OF THE STATE ENGINEER NOV 2 0 19B1 ,i GROUND WATER SECTION C� OROUND WATER SECT. LOG AND HI5T0 WELL ` 2(0-7 COLORADO PERMIT 0.i:� S $TATE BooOCst}32. Stoneman y Owner Glenn Ander son Lic. No.78 WELL LOCATION AddressBsz 192 Rifle, Colorado§ Tenant JUsed for gtpak ya ter on or by (description of site or land) Date Started fileittlilt August 8 , 19 61 4Date Completed Aul[kuet 11, , 19 611" Date Tested Yield 30 A guot 11 g'm , 1963, cfs Pump type Jet Outlet Size 1/4M Driven by 3/4 HPCRPM "Depth to Water -in Ft. Draw down Q. Ft. Depth to Inlet Ft.; Bowl Ft. Size and Kind of Casing: From j! to__ t _Type 6 54 1O Std. From to Type Wt: From to Type Wt. Perforations: Size and Type None From to Type Size From to From to Type Well description: Total Depth Type (from of to 52t Hole ( (from Diam. ( (from to to Siz e Size Garfield County SW u of Mr ,'-, of Sect. Dili}, .NIP , Part of SW , N1I ..Twp. , , Rge. ,Atifm 93Mf LOCATE WELL ACCURATELY IN THE SMALL SQUARES REP - PRESENTING 40 ACRES W 5 If If the above is not applicable fill in: Town or Subdivision Street Address or Lot & Block Ground elevation (if known) How Drilled: Cable Tool Rig REMARKS Cementing, Packing, Type of Shut-off, Depth to Shut-off, etc. PUT LOG OF WELL ON RE- VERSE SIDE TO HE MAD} OUT 1 QUADRUPLICATE: Original Blue and Duplicate Green to State Engineer's Office, White copy to Owner, and Yellow copy to Driller LOG OF WELL (ADD SPACES AS NEEDED) .ForSh. C(Rev. ) 7 -58/5M Applican STATE OF COLORADO APPLICATION FOR USE OF GROUND WATER Use Indelible Pencil or T ewriter r ;4i4Lttte,#ALA (f .d ATI P.O. Address 13oV/ cpq() Quantity applied for O_ S"" spin r AF Storage Used for 2..)06Ccbt. Purposes on/at 0j21172.1 (1 gal description of land site) Total acreage irrigated and father rts. ESTIMATED DATA OF WELL Hole size: a in. to ft. :. Casing Plain G in, from O in. from Perf._n. from ....in. n. from PUMP DATA: Type to It. Size Outlet �! HP/ Use initiation Ydate _ �C /4 1s� (Use Supplemental s for additional data) THIS APPLICATION APPROVED NO. DATE 9867 SEP 291961 ie County IMBED SEP 28. og ARR SECT. ORADO X#E ENGINEER 514 , *, S W , Sect, j �, Twp, (o &I NW M + ~ors wit WW a 4" 49a4 • 2s2//44e,oft Street Address or Lot & Block No. own or vision r ' 1 .• �.. -- - - T 4 • Locate well in 40 acre E (small) square as near as possible. $25.00 fee required for Industrial, Commercial Irrigation : e:.. Applican Agent ors.0 Driller 4. NOTE --• SATISFACTORY COMPLETION REQUIRED FOR APPROVAL OF APPLICATION I IN THE DISTRICT COURT IN AND FOR WATER DIVISION NO. 5 STATE OF COLORADO Application No. ReCW32 FILED LN WATER u) J.c•r I)lviaak:c Nu. fe`ATE OF GOLORADo IN THE MATTER OF THE APPLICATION FOR WATER RIGHTS OF HOLLIS F. TUFLY AND JEAN C. TUFLY ) RULING OF REFEREE IN GARFIELD COUNTY The above entitled application was filed on March 5, 1980. and was referred to the undersigned as Water Referee for Water Division No. S, State of Colorado, by the Water Judge of said Court on the 18th day of April, 1980, in accordance with Article 92 of Chapter 37, Colorado Revised Statutes 1973, known as The Water Might Determination and Administration Act of 1969. And the undersigned Referee having made surh inveetigations as are necessary to determine whether or not the atatementa in the application are true and having bee ie fully advised with respect to the subject matter of the application does hereby make the following determination and ruling as the Referee in this matter, to -wit: 1. The statements in the application are true. A recent survey has more accurately described the location of the well. This information has been incorporated in this Ruling of Referee. 2. The name of the structure is Glenn Anderson Well. 3. The names of the claimants and address: Hollis F. Tuily and Jean C. Tufly; 0051 County Road 223; Rifle, Colorado. 4. The source of the water is a well having a depth of 52 feet, and being tributary to the Colorado River. JC��l t�14 5. The well is located in the SW NW3t of Section 12, T.6 S.. R. 93 W. of the 6th P.H. at a point South 1,353 feet,and East 890 feet from the Northwest Corner of said section 12. 6. The use of the water is domestic, livestock water, fire protection and lawn and garden irrigation. 7. The date of initiation of appropriation is August 11, 19b1, 8. The amount of water claimed is 0.06C. cubic foot of water per second of time, absc-ute. 9. Permit No. 9867 w.as issued by the Office of the State Engineer on September 29, 1961. 10. The well was completed and the water first applied to beneficial use on August. 11, 1961. -1- SEO-h1TR DIV 5 TEL:303-945-5665 Jun 19 98 13:43 No.003 P.02 5 OCW32 &PPxm" The^does therefore conclude that the above entitled application 'Should be granted and that 0.066 cubic foot of water per second of tire is hereby awarded to Glenn Anderson Well, for domestic, livestock water, fire protection and lawn and garden irrigation, with appropriation date of the Iith day bf' Rtgu8t,19G1,. absolutely and unconditionally. The above described underground water right meets the criteria for an exempt domestics well pursuant to CRS 1973, 37-92-601(1) (s) , so long as it is used for the purposes set forth herein,,and by statute. xt is accordingly OXtEP b that this ruling shall be filed with the water Clerk and shall become effective upon suoh filing, subject to Judicial review pursuant to section 37-92--304. CRS 1973. Xt is further.ORDERED that a copy of this ruling shall be filed with the appropriate Division Engineer and State Engineer. Done at the City of Glenwood Springs, . Colox ado, this day of , 1980. No protest was filed in fhb mc,:rar The foregoing ruling is conlirnioj and approved, and is ma • iho Judgment • • Oac • o O ; vtt. Doted: ' 1. ATE J►` BY THE REFEREE: Wat'Referee tau Divi .ion No. 5 State of Colorado -2- i CONTRACT #: 191017HES51#2(a) MAP ID if: 738 DATE ACTIVATED: 10/17/19 WEST DIVIDE WATER CONSERVANCY DISTRICT WATER ALLOTMENT CONTRACT Name of Applicant: E. 5I C. oLx-It11� i�p t,(\ 2a3 Quantity of Water in Acre Feet: a • a •F. Applicant, hereby applies to the West Divide Water Conservancy District, a political subdivision of the State of Colorado, organized pursuant to and existing by virtue of C.R.S. 1973, Section 37-45-101, et seq., (hereinafter referred to as the "District") for an allotment contract to beneficially and perpetually use water or water rights owned, leased, or hereafter acquired by the District. By execution of this Contract and the attached Application, Applicant hereby agrees to the following terms and conditions: 1. Water Rights: Applicant shall own water rights at thc point of diversion herein lawfully entitling Applicant to divert water, which will be supplemented and augmented by water leased herein. If Applicant intends to divert through a well, it must be understood by Applicant that no right to divert exists until a valid well permit is obtained from the Colorado Division of Water Resources. 2. Quantity: Water applied for by the Applicant in the amount set forth above shall be diverted at Applicant's point of diversion from the District's direct flow water rights, and when water is unavailable for diversion pursuant to administration by the Colorado State Engineer during periods when said dircct flow water right is not in priority, the District shall release for the use of Applicant up to said quantity in acre feet per year of storage water owned or controlled by the District. It is understood that any quantity allotted from direct flow, storage or otherwise, to the Applicant by the District will be limited by the priority of the District's decrees and by the physical and legal availability of water from District's sources. Any quantity allotted will only be provided so long as water is available and the Applicant fully complies with all of the terms and conditions of this Contract. The District and thc Applicant recognize that some of thc District's decrees may be in the name of the Colorado River Water Conservation District, and the ability of the District to allot direct flow right to the Applicant may be dependent on the consent of the Colorado River Water Conservation District. If at any time thc Applicant determines it requires less water than the amount herein provided, Applicant may so notify the District in writing, and the amount of water allotted under this Contract shall be reduced permanently in accordance with such notice. Rates shall be adjusted accordingly in following water years only. 3. Beneficial Use and Location of Beneficial Use: Any and all water allotted Applicant by the District shall be used for the following beneficial use or uses: industrial, municipal, domestic and related uses, or commercial (except for commercial use from Alsbury Reservoir and except to the extent that Ruedi Reservoir water may not be available for commercial as that term is defined on Page 5 of Contract No. 2-07-70-W0547 between the United States and the West Divide Water Conservancy District). Applicant's beneficial use of any and all water allotted shall be within or through facilities or upon land owned, leased, operated, or under Applicant's control. 4. Decrees and Delivery: Exchange releases made by the District out of storage from Ruedi Reservoir, Green Mountain Reservoir, Alsbury Reservoir, or other works or facilities of the District, or from other sources available to the District, shall be delivered to the Applicant at the outlet works of said storage facilities or at the decreed point of diversion for said other sources, and release or delivery of water at such outlet or points shall constitute performance of the District's total obligation. Delivery of water by the District from Ruedi Reservoir or Green 1 Mountain Reservoir shall be subject to the District's lease contracts with the United States Bureau of Reclamation. Releases from other facilities available to District shall be subject to the contracts, laws, rules, and regulations goveming 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. Any quantity of the Applicant's allocation not delivered to or used by Applicant by the end of each water year (October 1), 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 Division of Water Resources 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. Water service provided by the District for properties located within the Bluestone and Silt Water Conservancy Districts is provided pursuant to Agreements with said Districts. The Intergovernmental Agreement between the District and the Silt Water Conservancy District, dated January 25, 2001, is recorded as Reception No. 575691, Garfield County Clerk and Recorder's Office. The Intergovernmental Memorandum of Understanding between the District and the Bluestone Water Conservancy District, dated April 26, 2001, is recorded as Reception No. 584840, Garfield County Clerk and Recorder's Office. Pursuant to Federal Law, the cultivation of marijuana is illegal. The U.S. Bureau of Reclamation has declared it unlawful to use Federal water facilities for the irrigation of marijuana or in furtherance of the cultivation of marijuana. The West Divide Water Conservancy District provides augmentation water to contractees from Ruedi Reservoir and Green Mountain Reservoir, both of which are Federal water facilities managed by the Bureau of Reclamation. Therefore, the West Divide Water Conservancy District will not contract to provide augmentation water from Ruedi Reservoir or Green Mountain Reservoir for the irrigation of marijuana or in furtherance of the cultivation of marijuana Any such contracts shall be deemed null and void. The West Divide Water Conservancy District owns or possesses delivery contracts for other non -Federal water sources from which the District is able to provide augmentation water for the irrigation of marijuana or in furtherance of the cultivation of marijuana. Should any contractee obtain a water allotment contract from the West Divide Water Conservancy District for the augmentation or irrigation of marijuana or in furtherance of the cultivation of marijuana, any and all such water shall be deemed to come from the non -Federal sources referenced above. 5. Alternate Point of Diversion and Plan of Augmentation: Decrees for alternate points of diversion of the District's water rights or storage water may be required in order for Applicant to use the water service contemplated hereunder. Obtaining such decree is the exclusive responsibility of Applicant. The District reserves the right to review and approve any conditions which may be attached to judicial approval of said alternate point of diversion as contemplated or necessary to serve Applicant's facilities or lands. Applicant acknowledges and agrees that it shall be solely responsible for the procedures and legal engineering costs necessary for any changes in water rights contemplated herein, and further agrees to indemnify the District from any costs or losses related thereto. Applicant is solely responsible for providing works and facilities necessary to obtain/divert the waters at said alternate point of diversion and deliver them to Applicant's intended beneficial use. Irrespective of the amount of water actually transferred to the Applicant's point of diversion, the Applicant shall make annual payments to the District based upon the amount of water allotted under this Contract. In the event the Applicant intends to apply for an altemate point of diversion and to develop an augmentation plan and institute legal proceedings for the approval of such augmentation plan to allow the Applicant to utilize the water allotted to Applicant hereunder, the 2 Applicant shall give the District written notice of such intent. In the event the Applicant develops and adjudicates its own augmentation plan to utilize the water allotted hereunder, Applicant shall not be obligated to pay any amount under Paragraph 19 below. In any event, the District shall have the right to approve or disapprove the Applicant's augmentation plan and the Applicant shall provide the District copies of such plan and of all pleadings and other papers filed with the water court in the adjudication thereof. 6. Contract Payment: Non-refundable, one time administrative charge, in the amount determined by the Board of Directors of the District from time to time, shall be submitted with the application for consideration by the District. Annual payment for the water service described herein shall be determined by the Board of Directors of the District. The initial annual payment shall be made in full, within thirty (30) days after the date of notice to the Applicant that the initial payment is due. Said notice will advise the Applicant, among other things, of the water delivery year to which the initial payment shall apply and the price which is applicable to that year. Annual payments for each year thereafter shall be due and payable by the Applicant on or before each January 1. If an annual payment is not made by the due date a flat $50 late fee will be assessed. Final written notice prior to cancellation will be sent certified mail, return receipt requested, to the Applicant at such address as may be designated by the Applicant in writing or set forth in this Contract or Application. Water use for any part of a water year shall require payment for the entire water year. Nothing herein shall be construed so as to prevent the District from adjusting the annual rate in its sole discretion for future years only. If payment is not made within fifteen (15) days after the date of said written notice, Applicant shall at District's sole option have no further right, title or interest under this Contract without further notice, and delivery may be immediately curtailed. The allotment of water, as herein made, may be transferred, leased, or otherwise disposed of at the discretion of the Board of Directors of the District. Upon cancellation of this water allotment Contract with the District, the District shall notify the Division of Water Resources offices in Denver and Glenwood Springs. The Division of Water Resources may then order cessation of all water use. 7. Additional Fees and Costs: Applicant agrees to defray any 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 water rights and adjudication necessary to allow Applicant's use of such allotted water rights. 8. Assignment: This Contract shall not inure to the benefit of the heirs, successors or assigns of Applicant, without the prior written consent of the District's Board of Directors. Any assignment of Applicant's rights under this Contract shall be subject to, and must comply with, such requirements as the District may hereafter adopt regarding assignment of Contract rights and the assumption of Contract obligations by assignees and successors. Nothing herein shall prevent successors to a portion of Applicant's property from applying to the District for individual and separate allotment Contracts. No assignment shall be recognized by the District except upon completion and filing of proper forms for assignment and change of ownership. In the event the water allotted pursuant to this Contract is to be used for the benefit of land which is now or will subsequently be subdivided or held in separate ownership, the Applicant may only assign the Applicant's rights hereunder to: 1) No more than three separate owners all of whom shall be party to a well sharing agreement satisfactory to the District; or 2) A homeowners association, water district, water and sanitation district or other special district properly organized and existing under the laws of the State of Colorado, and then, only if such parties, association or special district establishes to the satisfaction of the District that it has the ability and authority to perform 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 3 Contract have any rights hereunder, except as such rights may exist pursuant to a well sharing agreement or through a homeowners association or special district as provided above. Upon the sale of the real property to which this Contract pertains, Applicant shall make buyer aware of this Contract and proper forms for assignment and change of ownership must be completed. 9. Other Rules: Applicant shall be bound by the provisions of the Water Conservancy Act of Colorado; by the rules and regulations of the Board of Directors of the District; and all amendments thereof and supplements thereto and by all other applicable law. 10. Operation and Maintenance Agreement: Applicant shall enter into an "Operation and Maintenance Agreement" with the District under terms and conditions determined by the board of Directors of the District, if and when, the Board of said District determines in its sole discretion that such an agreement is required. Said agreement may contain, but shall not be limited to, provisions for additional annual monetary considcration for extension of District delivery 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, re -approve or disapprove any proposed change in use of the water 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. Use and Place of Use: Applicant agrees to use the water in the manner and on the property described in the documents submitted to the District at the time this Contract is executed, or in any operation and maintenance agreement provided by Applicant. Any use other than as set forth thereon or any lease or sale of the water or water rights herein, other than as permitted in paragraph 8 above, shall be deemed to be a material breach of this agreement. 13. Title: It is understood and agreed that nothing herein shall be interpreted to give the Applicant any equitable or legal fee title interest in or to any water or water rights referred to herein. 14. Conservation: Applicant shall use commonly accepted conservation practices with respect to the water and water rights herein, and hereby agrees to be bound by any conservation plan adopted hereafter by the District for use of District owned or controlled water or water rights. 15. Restrictions: Applicant shall restrict actual diversions to not exceed the contract amount for ordinary household purposes, the watering of domestic livestock, fire protection, and the irrigation of lawn and garden as specified in the Application. Applicant shall also comply with all restrictions and limitations set forth in the well permit obtained from the Colorado Division of Water Resources. Watering of livestock shall be restricted to Applicant's domestic animals not to be used for commercial purposes unless Applicant obtains approval from the Colorado Division of Water Resources for commercial use/livestock watering, provided that in no event shall actual diversions exceed the amount of water provided by this Contract. Violation of this paragraph 15 shall be deemed to be a material breach of this Contract. 16. Well Permit: If Applicant intends to divert through a well, then Applicant must provide to District a copy of 4 Applicant's valid well permit before District is obligated to deliver any water hereunder. 17. Measuring Device or Meter: Applicant agrees to provide, at its own expense, a measuring device deemed acceptable by the District's Engineer after consultation, or 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. Applicant agrees to provide accurate readings from such device or meter to District upon District's request. 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. Representations: By executing this Contract, Applicant agrees that it is not relying on any legal or engineering advice that Applicant may believe has been received from the District. Applicant further acknowledges that it has obtained all necessary legal and engineering advice from Applicant's own sources other than the District. Applicant further acknowledges that the District makes no guarantees, warranties, or assurances whatsoever about the quantity or quality of water available pursuant to this Contract. Should the District be unable to provide the water contracted for herein, no damages may be assessed against the District, nor may Applicant obtain a refund from the District. 19. Costs of Water Court Filing and Augmentation Plan: Should the District, in its own discretion, choose to include Applicant's Contract herein in a water court filing for alternate point of diversion or plan of augmentation, then Applicant hereby agrees to pay to the District, when assessed, an additional fee representing the District's actual and reasonable costs and fees for Applicant's share of the proceedings. Applicant shall be assessed a pro-rata share of the total cost incurred by the District in preparing, filing and pursuing to decree the water court case. The pro-rata share shall be calculated by dividing such total cost by the number of contractees included in the filing. To the extent that the District is caused additional costs because of objection filed specifically due to the inclusion of Applicant's Contract in the filing, such additional costs may be charged specifically to Applicant and not shared on a pro-rata basis by all contractees. 20. Binding Agreement: This agreement shall not be complete nor binding upon the District unless attached hereto is the form entitled "Application to Lease Water From West Divide Water Conservancy District" fully completed by Applicant and approved by the District's engineer. Said attachments shall by this reference thereto be incorporated into the terms of this agreement. All correspondence from the District to Applicant referring to or relating to this agreement is by this reference incorporated into this agreement as further terms and conditions of this agreement. 21. Warning: IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT TO OBTAIN A VALID WELL PERMIT OR OTHER WATER RIGHT IN ORDER TO DIVERT WATER, INCLUDING THE WATER ACQUIRED UNDER THIS CONTRACT. IT IS THE CONTINUING DUTY OF THE APPLICANT TO MAINTAIN THE VALIDITY OF THE WELL PERMIT OR WATER RIGHT INCLUDING FILING FOR EXTENSIONS OF PERMITS, FILING WELL COMPLETION REPORTS, FILING STATEMENTS OF BENEFICIAL USE, OR OTHERWISE LAWFULLY APPLYING THE WATER TO BENEFICIAL USE ON A REGULAR BASIS WITHOUT WASTE. 22. AREA B. CONTRACTS: IF APPLICANTS WELL OR OTHER WATER RIGHT THAT IS THE SUBJECT OF THIS CONTRACT IS LOCATED OUTSIDE "AREA A" AS DESIGNATED BY THE DISTRICT, THEN THIS PARAGRAPH APPLIES: THE AUGMENTATION WATER PROVIDED BY THE DISTRICT UNDER THIS CONTRACT MAY ONLY PROTECT APPLICANT'S WATER RIGHT FROM A CALL ON THE COLORADO RIVER AND MAY NOT PROTECT APPLICANT FROM A CALL FROM ANY OTHER 5 SENIOR RIGHT. NO REPRESENTATION OTHERWISE IS MADE BY THE DISTRICT. IF THIS IS A CONCERN TO APPLICANT, THIS CONTRACT MAY BE RESCINDED UPON WRITTEN NOTICE DELIVERED TO THE DISTRICT BY THE APPLICANT WITHIN THE NEXT 30 DAYS FOLLOWING THE AFFIXING OF SIGNATURES ON THIS CONTRACT IN WHICH EVENT ALL SUMS PAID BY APPLICANT FOR THIS CONTRACT SHALL BE IMMEDIATELY REFUNDED TO APPLICANT. Applicant STATE OF C CAD(' c, fk0 COUNTY OF Gas-% eId- The foregoing instrument was ) ss. acknowledged STATE OF COUNTY OF The foregoing instrument was ss. Aalicant ALICIA ANN BROADHU tSlF NOTARY PUBLIC STATE OF COLORADO NOTARY ID #20174011517 My Commission Expires March 15, 2021 before me on this Ci%El • day of Vti r , 20 9 , by .Witnessmyhandandofficialseal. My commission expires: MCkrC�l tCJ� 2024 ask Qscv-n) Notary Public acknowledged before me on this day of , 20 , by Witness my hand and official seal. My commission expires: Notary Public ORDER After a hearing by the Board of Directors of the West Divide Water Conservancy District on the Application, it is hereby ORDERED that said Application be granted and this Contract shall be and is accepted by the District. ATTEST: WEST DIVIDE WATER CONS WVANCY DISTRICT By President Secretary Date This Contract includes and is subject to the terms and conditions of the following documents which must accompany this Contract: 1. Map showing location of point of diversion (use map provided) 2. Application and Data Form fully completed and signed The printed portions of this form, except differentiated additions or deletions, have been approved and adopted by the West Divide Water Conservancy District. Form: WDWCD 01-01-08 CONTRACT. 6 Exhibit E Site Plan/Existing Conditions E 0 0 rn N > 0 Z G: \2019\19040\SURVEY\SURVEY DWGS\WORKING BASE DWGS\19040 EXISTING CONDITIONS.DWG - SOPRISENGINEERING, LLC. CIVIL CONSULTANTS 502 MAIN STREET CARBONDALE, CO 81623 (970) 704-0311 FAX: (970)-704-0313 EXISTING LEGEND MCKENNIS SUB. EXEMPTION LOT 3 EXISTING 18" CM MCKENNIS SUB. EXEMPTION SUB. EXEMPTION LOT 1 EXISTING CONTOUR REC NO. 210830 TOP OF PIPE: 5000.02' LOT 2 REC NO. 210828 —7900 EXISTING CONTOUR INTERVAL REC NO. 210829 OEL OEL EXISTING OVERHEAD ELECTRIC EXISTING 18" CM XISTING 12" CMP ' XIRR XIRR EXISTING IRRIGATION PIPE EXISTING EASEMENT DATE: 11-14-2019 FOUND REBAR & INV:4997.11 — EXISTING PROPERTY LINE #5 1.25" ORANGE PLASTIC TOP OF PIPE: 5000.75' OUND#5 REBAR WITH RED CAP P.L.S. #14111 JOB NO. 19040.01 CAP STAMPED "P.L.S. EXISTING SETBACK (XX') #1411" \ \ XISTING 12" CMP INV:4996.94 ' — -- i / x EXISTING WIRE FENCE / CHRISTOPHER REC NO. 210370 EXISTING GUY WIRE EXISTING POWER POLE \ r— / GV _ _ — — — / ' / _ — — — — i �, / /2 -' 1 I \ I I G R E E N E LANE (COUTYRD22ij- / / /N l ' 1 EXISTING GAS METER IXI © EXISTING ELECTRIC TRANSFORMER -7,--EXISTING SIGN I I \ Z_ ` — 2 / / I ® EXISTING IRRIGATION RISER .`� P>`R --- s = PROTYLINE / --� ------ / / X — X / 12,0' — J ` \ EXISTING SHED EXISTING SHED / / MI / \ / / EXISTING \ �� J / EXISTING DRIVEWAY I 18.8 / / ppp �� / EXISTING - \ I /b EXISTING / DRIVEWAY • DRIVEWAY egg / — EXISTING / ELL PUMP EXISTING GATE \ EXISTING\ SHED o EXISTING o DRIVEWAY z a w / ' �_—� EXISTING QNCRETE PAD // INTYRD2123Y AD 223 LL AD 223 COLORAC / A �,e. 13. // \ \� z _----4999----� /� \ 0 / X \ \ \ \ EXISTIN RESIDEN IAL cc cc " H Q x l EXISTING GATE \ \ \\ \ -.4g9q HOUSE \ r CL 11 4998-- / RRIGATION RISER (TYP) a / / _ \ \ — — — _ — — — — ,_ R XIFO _ �49"Fi XIRR XIR — — \ / \ \ IRR RR I `� XI XIRR O ( >t O O 1 /1/ CC Z / l X XIRR — XIRR — RR XIRR / XIRR X® `/ `j— — \ XIRR 0 / �\ X \\ XIRR •x 1 PETERSON LANE 51 COUNTY 51 COUNTY FIELD COUN' INOR SUBDIVISIC x // \\\\ \\ \ \ EXISTING GATE \ / \ \ \4gs8\ / — I7 \ XISTING GATE \ \ / \ ' ' W z / / I / / \ \ \ - l / / x / I J w \ a / x 1 _ - --4996 1 / �4997\ 1---\ / __ \ MEKADOJALLC N \ /----�----__/ \ (.4 U� REC # 210607 w Z N ' I \ W J I x d o a p _/\< x 7 EXISTING COMMERCIALIII BUILDING v =' L___— / A ► / 4995 -4996� _ _ _ _ X x / J \/ (� Roo 9s / \ / I N/ / \ x / / / / X X OUND #5 REBAR WITH ORANGE PLASTIC CAP P.L.S. #34585 r�� / _4994 — — N / - x �\G x n 1V \-\NE OUND #5 REBAR WITH ORANGE PLASTIC CAP pROPERP.L.S. #34585 6 & 2� DATE REVISION SOUND #5 REBAR WITH RED CAP P.L.S. #1411" / x 1- cc O z i GRAPHIC SCALE 50 0 25 50 100 200 TITLE ( IN FEET) 1 inch = 50 ft. 811 ® --Nlipr below. EXISTING CONDITIONS Know what's CaII before you dig. CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES DRAWING N0. C — 1 . 0 E 0 M rn 0 N 0 Z G: \2019\19040\SURVEY\SURVEY DWGS\WORKING BASE DWGS\19040 EXISTING CONDITIONS.DWG - SOPRISENGINEERING, LLC. CIVIL CONSULTANTS 502 MAIN STREET CARBONDALE, CO 81623 (970) 704-0311 FAX: (970)-704-0313 EXISTING LEGEND MCKENNIS SUB. EXEMPTION MCKENNIS SUB. EXEMPTION EXISTING CONTOUR LOT 3 MCKENNIS SUB. EXEMPTION LOT 1 REC NO. 210828 —7900 EXISTING CONTOUR INTERVAL OEL EXISTING OVERHEAD ELECTRIC REC NO. 210830 LOT 2 REC NO. 210829 OEL EXISTING IRRIGATION PIPE XIRR XIRR EXISTING EASEMENT EXISTING PROPERTY LINE DATE: 11-14-2019 - FOUND REBAR & #5 1.25" ORANGE PLASTIC OUND #5 REBAR EXISTING SETBACK (XX') WITH RED CAP P.L.S. #14111 JOB NO. 19040.01 CAP STAMPED "P.L.S. #1411" 25' EXISTING DRIVEWAY EXISTING TODRIVEWAY TO REMAIN REMAIN SETBACK EXISTING SHED TO BE REMOVED TO PROPERTY LINE OF LOT 1 x EXISTING WIRE FENCE CHRISTOPHER )- EXISTING GUY WIRE (--0_) EXISTING POWER POLE REC NO. 210370 cv EXISTING GAS METER IX NEW PUMP HOUSE UNDER CONSTRUCTION CXISTING DRIVEWAY I TO REMAIN 11 EXISTING ELECTRIC TRANSFORMER EXISTING SIGN ® EXISTING IRRIGATION RISER I WAT20' ERLINE EASEMEN _ _ _ _ _ �_ til ��� i _ _ _ EXISTING SHED EXISTING SHED 25' IIISETBACK W — JV EXISTING SETBACKyy w yy — — ADU� PROPOSED LEGEND I _ f I f I PROPOSED WATER LINE TO BUILDING I I EXISTINGPROPOSED SHED WATER PROPOSED SANITARY SEWER SERVICE I saWsvc PROPOSED ELEC, TELE, CABLE ( , v O ATER LINE TO BE X ETC ETC XISTING DRIVEWAY AD 223 LL AD 223 COLORAC UTILIZED FOR LOT 2 „ ', TO REMAIN GAS PROPOSED GAS I ��— PROPOSED FIRE HYDRANT Z ATER LINE TO BE I I EXTENDED TO LOT 1, 8 PROPOSED SEWER CLEANOUT O PROPOSED FIRE RETENTION POND I x AND EXISTING HOME.H I I EHIOMEG x x 10' — -I x U_ - IRRIGATION EASEMENT I itCL X CL 1 25' 0 0 1 a ________ _ - - --—--—------ •z XIR�j'� Xli I-—©_---IR�—i---- SETBACK --- _ --XIRRyy-7--� R XIRR - -- -- -- XJ�xIRR—— -- VXIRR� ID XIRR XIRR -------------- 51 COUNTY 51 COUNTY I FIELD COUN1 INOR SUBDIVISIO / PROPOSED DRY I / HYDRANT 10' SETBACK -- • LOT 1 * I I 10' SETBACK LOT 2 10' SETBACK --I / LOT 3 10' SETBACK 10' SETBACK v X PROPOSED DRY 1 I MEKADOJA LLC EXISTING MODULE OFFICE HYDRANT I Z C c REC # 210607 3 .:0I WL.„ z wcL. l x — SITE PLAN NOTES: _ (.9 BUILDING / ao cc I 11. LOT 3 IS CURRENTLY UNDER CONSTRUCTION AND ALL IMPROVEMENTS ARE x 50' SETBACK 0ILLUSTRATED ON THE CURRENT BUILDING PERMIT. • I / ABSORPTION 1 FIELD SO SVC SEPTIC TANK 1 50' SETBACK C+ OUND #5 REBAR WITH ORANGE PLASTIC CAP P.L.S. #34585 - x x n / OUND #5 REBAR WITH ORANGE PLASTIC CAP ' P.L.S. #34585 r 50' SETBACK DATE REVISION / FOUND #5 REBAR WITH RED CAP P.L.S. #1411" / /1- cc / z GRAPHIC SCALE 50 0 25 50 100 200 TITLE (IN FEET) 1 inch = 50 ft. 811 ® __...N ip r Know below. SITE PLAN what's CaII before you dig. CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES DRAWING N0. C — 2 ` 0 Exhibit F Well Water Service Structure Components & Layout 2" WATER SERVICES TO LOTS 1 & 2 W W W W W \W w w w w w W - T AN 4.00 4.35 3.00I k- 2" GATE VALVE (TYP.) 2" WATER METER (TYP.) 2" SINGLE SERVICE ASSEMBLY (TYP.) 2" MANIFOLD w f 1.25 2" SUPPLY PIPE FROM WELL 5.48 8.00 w 10.00 2" WATER SERVICE TO LOT-3 w w w w w w v w x cc cc 0 PLAN VIEW 4 GRAPHIC SCALE 0 2 4 8 16 ( IN FEET ) 1 inch = 4 ft. scale 4" = 1' 5010 5000 1.00 - 2.00 C� 10 00 8.00 6.67 12 ELECT ifEAT 0 67 F 3 LOST 8.00 0.63 - BA w ELECTRICAL DISCONNECT F. CONC. 4999.2 .00 n-n 2" WATER METER 2" GATE VALVE 2" SINGLE SERVICE ASSEMBLY 2" MANIFOLD CHECK VALVE 4990-- 4983 0) O r` O O) O) 3.00 8.00 Scale: 1"=4' =1� 4 5010 PROPOSED GRADE 3000 i 2" WATER SERVICES TO LOTS 1,2 & 3 6.04 7 2" SUPPLY PIPE FROM WELL EXISTING GRADE N CO O) (.1 cci 0) 0) -4990 --4988 N (f') co cci co (xi O 0) O) O) , O) 0+28 0+20 0+10 WELL HOUSE NS PROFILE 0+00 EAST ELEVATION LOT 3 GREENE LANE / / / / / - / O O O BP 1 00.00 LU -J CC cc a. STA: 0+37.65 w w w w w w w w w w w w w w w w WELL HOUSE NS STA 0+10.00 OFF. 0.0 ' w w kin 11-- obw CO MC • / I III / / )III / / STA: 0+27.65 CO O EP: 0+28.00 LOT 2 co 20.00 UTILITY EASMENT GRAPHIC SCALE SITE PLAN 10 0 5 10 20 40 Scale: 1"=4' i„ - 1' 4 501 e- -5010 L EX PUMP WELL HOUSE - 2.00 0.63 TO BE REPLACED _ 3.00 10.00 DOOR 2"TO 1" 2" SINGLE HOSE BIB/DRAIN SERVICE ASSEMBLY _ 8.00 GATE VALVE 2" AND METER (TYP.) MANIFOLD - 6.67 =-- - --_ _ _ - ' .00 (to 5000 - 1 -7 EL. CO C. 99 c .± MGT IEAT u. J000 T µ �y_�y- � T .cx�c. use=!c�s�. rasa K.... - 7 3.00 ✓/^1N % 1^ `M'1/` % 1- -h1^. 1 MM41-MM. • b1-!) - 10.00 6.00 2" WATER SERVICES TO LOTS 1 & 2 2" WATER SERVICE TO LOT-3 2" SUPPLY PIPE FROM WELL - - 4990 4990 4988 Lc) 0) 0) ,4_ 0) 0) 0) 0) -t cd 0) 0) 0) 0) to O 0) ro O 0) O O) O) cd cc)cd 0) 0) 0) 4988 Lo O) O) 0+48 0+40 0+30 0+20 0+10 0+00 WELL HOUSE EW PROFILE SOUTH ELEVATION ( IN FEET ) 1 inch = 10 ft. W Q 0 DA9-12-19 co J H z W 0 DESIGNED BY DRAWN BY CHECKED BY d CONSULTANTS 11 0 CO W CO w 0 L (f)w Z z om 11) U W 0 0 REVISION O z HES 51 COUNTY ROAD 223 LLC 51 C.R. 223, SILT z 0 U_ L_ LLJ 0 LLJ U z 0 L^JJ LJJ () v) BUILDING PERFORBMANCE DESIGN REVIEW G:\2019\19040\CIVIL\Civil DWGs\DE\19040 WELL DESIGN.DWG DATE: 09-19-19 JOB NO. 19040 SHEET EXHIBIT 1 Exhibit G Final Plat FINAL PLAT Certificate of Dedication and Ownership The undersigned Heartland Environmental Services LLC, being sole Owner in fee simple of all that real property situated in Garfield County, described as follows: A PARCEL OF LAND SITUATED IN THE SW4NW4 OF SECTION 12. TOWNSHIP 6 SOUTH, RANGE 93 WEST OF THE 6TH P.M., GARFIELD COUNTY, COLORADO, LYING NORTHERLY OF THE NORTHERLY RIGHT OF WAY LINE OF U.S. HIGHWAY 6&24, SAID PARCEL OF LAND IS MORE FULLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON SAID HIGHWAY RIGHT OF WAY LINE; WHENCE THE WEST QUARTER CORNER OF SAID SECTION 12 BEARS: SOUTH 33° 26'26" WEST 865.16 FEET; THENCE NORTH 00°29'00" EAST ALONG A LINE DESCRIBED BY DOCUMENT NO. 172258 AS FILED IN THE GARFIELD COUNTY, COLORADO RECORDS, 572.70 FEET TO A POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF COUNTY ROAD NO. 221; THENCE NORTH 89°33'00" EAST ALONG SAID SOUTHERLY RIGHT OF WAY LINE, 810.97 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE, 359.72 FEET TO A POINT ON SAID HIGHWAY RIGHT OF WAY LINE; THENCE, ALONG SAID HIGHWAY RIGHT OF WAY LINE, SOUTH 76°37'00" WEST 413.33 FEET' THENCE 433.11 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 3860.00 FEET, THE CHORD OF WHICH BEARS; SOUTH 73°24'08" WEST 432.89 FEET TO THE POINT OF BEGINNING. THE BEARING SOURCE FOR THE ABOVE DESCRIBED PARCEL OF LAND WAS ESTABLISHED BY SOLAR OBSERVATION. USE NORTH 00°19'00" WEST BETWEEN THE WEST QUARTER AND THE NORTHWEST CORNER OF SAID SECTION 12. has caused the described real property to be surveyed, laid out, platted and subdivided into lots and blocks as shown on this Final Plat under the name and style of , a subdivision in the County of Garfield. The Owner does hereby dedicate and set apart all of the streets and roads as shown on the accompanying Plat to the use of the public forever, and hereby dedicates to the Public Utilities those portions of said real property which are labeled as utility easements on the accompanying Plat as perpetual easements for the installation and maintenance of utilities, irrigation and drainage facilities including, but not limited to, electric lines, gas lines and telephone lines, together with the right to trim interfering trees and brush, with perpetual right of ingress and egress for installation and maintenance of such lines. Such easement and rights shall be utilized in a reasonable and prudent manner. All expense for street paving or improvements shall be furnished by the seller or purchaser, not by the County of Garfield. EXECUTED this day of ,A.D., 2019. Owner: Heartland Environmental Services, LLC Address: STATE OF COLORADO ) ss COUNTY OF GARFIELD ) By The foregoing Certificate of Dedication and Ownership was acknowledged before me this day of , A.D., 2019, My commission expires: Witness my hand and official seal. Notary Public OTES Date of Survey: Date of Preparation: August - September 2019 Linear Units: The linear unit used in the preparation of this plat is the U.S. Survey Foot as defined by the United States Department of Commerce, National Institute of Standards and Technology. Basis of Bearing: This survey does not constitute a title search by Sopris Engineering, LLC (SE) to determine ownership or easements of record. For all information regarding easements, rights of way and/or title of record, SE relied upon the Title Policy prepared by Land Title Guarantee Company. Policy GW63013040-2, dated September 05, 2019. In addition this survey utilized the documents and plats as shown in the Source Documents, hereon. No further subdivision of the parcels within Minor Subdivision are permitted by Minor Subdivision, as defined in the Land Use and Development Code 2013, as amended. Current and future owner(s) should be made aware of the potential for sinkhole development, since early detection of building distress and timely remedial actions are important factors in reducing the cost of building repairs should an undetected subsurface void start to develop into a sinkhole during or after construction Owner: Heartland Environmental Services, LLC Mineral Owner: 1) The Covenants, Conditions and Restrictions (CC&R's) and Cost Sharing Agreement are recorded under Reception No. of the Garfield County, Colorado Clerk & Recorder's records. E: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL N BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION 'UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN FROM THE DATE OF CERTIFICATION SHOWN HEREON. BEING SITUATED IN SW4NW4 OF SECTION 12. TOWNSHIP 6 SOUTH, RANGE 93 WEST OF THE 6TH P.M., COUNTY OF GARFIELD, STATE OF COLORADO. SHEET 1 OF 2 FOUND 3.25' ALUMINUM CAP 0.75' SIFEL ROD, 4' BELOW GROUND NEAR FENCE CORNEA IN MOUND OF SPoNES STAMPED 9LFA VALLEY PAVE'/ 783 R931V S2-51-511-512 2009 LS. 31143 NO MONUMENT REPORT FOUND FOR 111E ESTABM911ENT OF DM MONUMENT P091NIN OF THIS SECAON GORIER WAS PBENOUSLY MONULIFNIFD BY A FOUND 3' 1979 ALUMINUM CAP LS 19397 FOUND 1.3' BELOW GROUND PER MONUMENT RECORD FLED BY ROBERT 0. BCARROW LS. 3317 ON OCTOBER 29, 1990 NTH SKETCH 9HOTANG MONUMENT JUST EAST OF A BARBED TARE FENCE POST. POSITION OF FOUND MONUMENT CONSSTENT 111114 PREVIOUS MONUMENT RECORD FLED BY JERKY BAUER LS 9009 ON DECEMBER 14, 1992 910TANG DISTANCE FROM FENCE POST AND TIE EAST } OF SECTION 11 ACCEPTED FOUND POSITION SUBDIVISIO PoUND 3.25' AEN8NNM ON 2' STEEL ROD, A' ABOVE GROUND ALONG NORTH SOUTH FENCELINE STAMPED 105 R9316 } 011-SI2 0..9009 1992 FIELD common CONSISTENT 111114 PREVIOUS MONIRIENT REPORT FILED ElY D. PIELPS APRIL HI. 1�907 LS. 27913 MONRIENT SET AT POSITION NEAR A FOUND BROPM1 SANDSTONE AND DESCRIBED TO BE CONSISTENT 111111 111E (CHAMBERS RANCH SUNNY BY PL4 /IA0B0) PER MONUMENT RER DE RID BY JERKY BAUNEt OECEL6ER 29, 1992 LS 900E ACCEPTED FOND POSITION MCKENNIS SUB. EXEMPTION LOT 3 REC NO. 210830 OUR ID 11 VOL Nip.. BRASS CAP FOR N. POOP COPELAND REC NO. 210041 MEKADOJA LLC REC # 210607 'BENCHMARK FOUND REBAR AND ALUM. CAP LS M009 MCKENNIS SUB. EXEMPTION LOT 2 REC NO. 210829 REBAR & 1.29' OFIASIIC CAP ED STAMPPLS EMU. 06/FaND OUND /5 REBAR VIM RED CAP P.LS. /I411' MCKENNIS SUB. EXEMPTION LOT 1 REC NO. 210828 GIRO F REBN11AR M1111 RFD CAP P.LS. /1 CHRISTOPHER REC NO. 210370 ND /5 REBAR TA114 ORANGE PLASTIC CAP P.LS /34585 ORPAAST REBARC CV" P.LS /NSBS HOFFMEISTER REC NO. 210484 MONUMENT LEGEND SECTION CONTROL MONUMENT 0 INDICATES FOUND MONUMENT, AS SHOWN Title Certificate I, an attorney licensed to practice law in the State of Colorado, or agent authorized by a title insurance company, do hereby certify that I have examined the Title to all lands shown upon this Plat and that Title to such lands is vested in ,free and clear of all liens and encumbrances (including mortgages, deeds of trust, judgments, easements, contracts and agreements of record affecting the real property in this Plat), except as follows: DATED this day of , A.D., 2019. TITLE COMPANY: Agent OR Attorney Colorado Attorney Registration No. SURVEY CONTROL MAP SCALE: 1" = 250' SOURCE DOCUMENTS: • • ALL OF THE GARFIELD COUNTY, COLORADO RECORDS. SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM VICINITY MAP SCALE: 1" = 2000' County Commissioner's Certificate Based upon the review and recommendation of Garfield County Director of Community Development, the Board of County Commissioners of Garfield County, Colorado, hereby approves this Subdivision Plat this day of , A.D., 2019, for filing with the Clerk and Recorder of Garfield County and for conveyance to the County of the public dedications shown hereon, subject to the provisions that approval in no way obligates Garfield County for the financing or construction of improvements on lands, public roads, highways or easements dedicated to the public, except as specifically agreed to by the Board of County Commissioners by subsequent resolution. This approval shall in no way obligate Garfield County for the construction, repair or maintenance of public roads, highways or any other public dedications shown hereon. Chairman, Board of County Commissioners Garfield County, Colorado Witness my hand and seal of the County of Garfield. ATTEST: County Clerk County Surveyor's Certificate Approved for content and form only and not the accuracy of surveys, calculations or drafting, pursuant to C.R.S. § 38-51-101 and 102, et seq. DATED this day of ,A.D., 2019. Garfield County Surveyor By Deputy Certificate of Taxes Paid I, the undersigned, do hereby certify that the entire amount of taxes and assessments due and payable as of ; upon all parcels of real estate described on this Plat are paid in full. DATED this day of A.D., 2019. Treasurer of Garfield County Surveyor's Certificate I, Mark S. Beckler, do hereby certify that I am a Professional Land Surveyor licensed under the laws of the State of Colorado, that this Plat is a true, correct and complete Plat of the , as laid out, platted, dedicated and shown hereon, that such Plat was made from an accurate survey of said property by me, or under my supervision, and correctly shows the location and dimensions of the lots, easements and streets of as the same are staked upon the ground in compliance with applicable regulations governing the subdivision of land. In witness whereof, I have set my hand and seal this day of , A.D.,2019 . Mark S. Beckler, Colorado Professional Land Surveyor No. 28643 Clerk and Recorder's Certificate This Plat was filed for record in the Office of the Clerk and Recorder of Garfield County, Colorado, at o'clock on this day of , 2019, and is duly recorded as Reception No. Clerk and Recorder By Deputy 8/28/2019 - 17076 AC RJ sb - G:\2019\19040\SURVEY\Survey DWGs\Working Base Dwgs\19040 BASE.dwg Exhibit H Declaration of Protective Covenants DECLARATION OF PROTECTIVE COVENANTS HES 51 COUNTY ROAD 223 MINOR SUBDIVISION THIS DECLARATION OF PROTECTIVE COVENANTS FOR THE HES 51 COUNTY ROAD 223 MINOR SUBDIVISION is made and entered into this day of , 2020 ("Effective Date"), by HES 51 County Road 223 LLC, a Colorado limited liability company whose address is ARTICLE I PURPOSE OF COVENANTS This declaration of protective covenants ("Declaration") shall govern and be applicable to that certain real property situated in Garfield County, Colorado, known as the HES 51 County Road 223 Minor Subdivision ("Minor Subdivision") consisting of three (3) lots ("Lots") as defined and described in the HES 51 County Road 223 Minor Subdivision Plat ("Final Plat") heretofore recorded on , 2020, as Reception No. in the Office of the Clerk and Recorder of Garfield County, Colorado. It is the purpose of this Declaration to create rules regarding water use within the Minor Subdivision. This Declaration shall be a burden upon and run with all the lands within the Subdivision. ARTICLE II DOMESTIC WATER WELL A. Domestic Water Well. Domestic water service for Lots 1, 2 and 3 shall be provided by that water well permitted under Well Permit No. as that well is Decreed in Case No. 80CW32 and further augmented by West Divide Water Allotment Contracts No. 191017HES51#1(a) and #2(a). At all times each Owner shall abide by and comply with the terms, conditions and provisions contained within the Well Permit and Water Allotment Contracts. Each Lot shall be deemed to own an undivided one-third (1/3) share of the Well Permit, Well and shared water system facilities (e.g. pump, fittings at the well head, pump house, foot valves and any pipes or pipelines that are jointly used). The individual service line and meter for each Lot shall be owned exclusively by and be the sole responsibility of that Lot's Owner. B. Construction of Domestic Water Well. Declarant has previously constructed the Well and shared water system facilities. Other work required on shared components of the water system, including electrical charges, to cause the water at the Well to become and remain available to deliver water to the Owners shall be shared by the Owners in proportion to their share of ownership in the Well. C. Operation, Maintenance and Repairs to Domestic Water Well. The Owners shall cooperate with each other at all times to promote the proper function and use of the Well and water system to provide an optimum water supply on demand at all times possible based upon the natural availability of water. The Owners shall not waste water and shall endeavor to use no more than their respective share of the available water. The Owners shall cooperate on the future maintenance, operation, repair, replacement or improvement of the Well, Water System and all common facilities. Each Lot Owner shall be responsible for 1/3 of the costs 1 associated with the operation, maintenance, replacement and repairs to the Well and the shared water system facilities. In the event the Owners are unable to agree on any required maintenance, repair, replacement or improvement, any Owner shall be entitled to undertake the minimal maintenance, repair, replacement or improvement necessary and essential for proper functioning of the common facilities. In the event an Owner determines to undertake such work unilaterally, such Owner shall notify the other Owners in writing. The Owner undertaking the work shall, upon completion, provide the other Owners with a written statement of work performed and the other Owners' proportionate share of the cost of the same. In the event an Owner fails to pay the proportionate share of any amount due within thirty (30) days after presentment, the Owner which has paid such costs and expense shall be entitled to pursue any remedy available at law or in equity. The Court, in its discretion, may award to the prevailing party Court costs and attorneys' fees incurred. D. Meter Readings and Contract Payment to West Divide Water Conservancy District. The Owner of Lot 3 shall be responsible to submit meter readings and annual payment to the West Divide Water Conservancy District to keep Contracts No. 191017HES51#1(a) and #2(a) in good standing. The other Lot Owners shall provide their monthly meter readings to the Owner of Lot 3 no later than the 5th of the following month. The Owner of Lot 3 will provide monthly invoices for electrical usage based on the meter readings from the prior month. Payment of the invoices for electrical use shall be made within thirty (30) days. Annual payment of the Lot 1 and 2 proportionate share of the West Divide Water Conservancy District Contracts shall be paid to the Owner of Lot 3 at least 30 days in advance of the due date for payment to the West Divide Water Conservancy District. E. Easement. Declarant hereby creates and dedicates to the Owner of each Lot a permanent, non-exclusive easement for a Well and Water System Easement, which will be identified as a ten foot (10') Access Easement to Water Well on the Final Plat recorded contemporaneously herewith in the Garfield County Clerk and Recorder's Office. The term hereof shall be perpetual. The ownership of the Well and Water System Easement granted herein is appurtenant to Lots 1, 2 and 3 of the HES 51 County Road 223 Minor Subdivision and such easement may not be transferred, assigned or conveyed apart or separately from the respective Lots. ARTICLE III GRAND RIVER DITCH COMPANY SHARES A. Grand River Ditch Company Shares. Irrigation water will be supplied to Lots 1, 2 and 3 by the Lower Cactus Valley Ditch operated by The Grand River Ditch Company. Each Lot is associated with 0.5 share which may be used for irrigation of up to 4.6 acres per the terms of the decree for The Lower Cactus Valley Ditch. The Grand River Ditch Company Shares are deemed to be appurtenant to each Lot and shall not be assigned or conveyed apart or separately from the respective Lot. The Owner of each Lot shall be responsible for complying with the Bylaws, Rules and Regulations of The Grand River Ditch Company including timely payment of assessments. B. Irrigation Distribution System. Each Lot shall be deemed to own an undivided one-third (1/3) share of the irrigation distribution facilities that are jointly used. The irrigation DECLARATION OF PROTECTIVE COVENANTS HES 51 COUNTY ROAD 223 MINOR SUBDIVISION 2 distribution system will start on Lot 1 and proceed toward the west over Lots 2 and 3. The Owners shall not waste water and shall endeavor to use no more than their respective share of the available water as represented by their Shares in The Grand Valley Ditch Company. The Owners shall cooperate on the future maintenance, operation, repair and replacement of the shared irrigation distribution system. Each Lot Owner shall be responsible for a proportionate share of the costs based on their proportionate ownership of shares in The Grand Valley Ditch Company and associated with their Lot. C. Easement. Declarant hereby creates and dedicates to the Owner of each Lot a permanent, non-exclusive easement for a Raw Water Distribution System, which will be identified as a ten foot (10') Access Easement to the lateral off of The Lower Cactus Valley Ditch and main distribution line originating on Lot 1 and extending through Lots 2 and 3, on the Final Plat recorded contemporaneously herewith in the Garfield County Clerk and Recorder's Office. The term hereof shall be perpetual. The ownership of the Raw Water Distribution System Easement granted herein is appurtenant to Lots 1, 2 and 3 of the HES 51 County Road 223 Minor Subdivision and such easement may not be transferred, assigned or conveyed apart or separately from the respective Lots. D. Irrigation Control Reservoir. An Irrigation Control and Fire Protection Reservoir shall be constructed on Lot 3 to provide irrigation water control and fire protection to Lots 2 and 3. The Irrigation Control Reservoir shall be filled from The Cactus Valley Ditch and/or the Well in accordance with all applicable permits, decrees, and rules and regulations. Lots 2 and 3 shall be deemed to own an undivided one-half share of the Irrigation Control Reservoir and the shared irrigation distribution infrastructure extending from the Reservoir. Lot 2 and 3 shall each be equipped with a dry -hydrant connected to the Reservoir to provide fire protection flows. The Reservoir shall be constructed to an estimated capacity of 276,522 gallons. The Reservoir shall not be allowed to drop below 180,000 gallons to provide adequate fire protection flows. The cost of construction, operation, maintenance and repair of the shared irrigation system and Reservoir shall be shared proportional to each Lot's interest. The cost of constructing and maintaining the dry -hydrant for Lot 2 and 3 shall be borne entirely by the benefitted Lot. Declarant hereby creates and dedicates to the Owners of Lots 2 and 3 a permanent, non-exclusive easement for the Reservoir, the irrigation distribution system and fire protection infrastructure extending from the Reservoir as indicated on the Final Plat recorded contemporaneously herewith in the Garfield County Clerk and Recorder's Office. ARTICLE IV MISCELLANEOUS A. Default. If a Lot Owner fails to discharge its obligations hereunder, any other Owner may give written notice thereof to such Lot Owner ("Responsible Owner"). If the Responsible Owner does not cure such failure within twenty (20) days after its receipt of such notice, then the nondefaulting Owner shall have the right, but not the obligation, to cure such failure. If an Owner elects to cure the other Owner's failure under this paragraph, then the defaulting Owner shall, within ten (10) days after written demand by the other Owner (accompanied by invoices setting forth in reasonable detail the costs incurred by such Owner), reimburse it for the reasonable costs and expenses incurred in connection therewith, together with interest thereon from the date of such demand until paid at the rate of 18% per annum. DECLARATION OF PROTECTIVE COVENANTS HES 51 COUNTY ROAD 223 MINOR SUBDIVISION 3 B. Indemnity. Each Owner of a Lot shall indemnify, defend, and hold harmless any other Lot Owner from and against any and all claims, damages, liens (including without limitation mechanics' and materialman's liens), losses, suits, actions, judgments, liabilities, costs and expenses (including, without limitation, reasonable attorneys' fees and costs and expenses of litigation) arising from or related to the operation, construction, maintenance or use of shared facilities addressed in this Declaration by a Lot Owner or its permittees except to the extent that such claims, liens, losses, suits, actions judgments, liabilities, costs or expenses result from the negligence, recklessness or willful act of the indemnified Owner or its permittees. C. Covenants Running With the Land. This Declaration and the provisions contained herein are intended to and shall run with the titles to those real properties described as Lots 1, 2 and 3, HES 51 County Road 223 Minor Subdivision, and shall be binding upon and inure to the benefit of the Owners thereof, and their successors and assigns. The laws of the State of Colorado shall govern the validity, effect and construction of this Declaration. This Declaration may not be modified in any manner expect by an instrument in writing signed by the Owners of each of the Lots. D. Notice. Any notice or demand under this Declaration shall be in writing and shall be deemed given, received, and served (a) upon personal delivery, or (b) on the third business day after mailing, postage prepaid, be registered or certified mail, return receipt requested addressed to such Lot Owner's address as may appear in the Garfield County Assessor's records. IN WITNESS WHEREOF, this Declaration is executed this day of , 2020. DECLARANT: HES 51 County Road 223 LLC A Colorado Limited Liability Company By: Larry Giroux, as Manager State of Colorado ) ) ss. County of Garfield ) Subscribed, sworn to and acknowledged before me by , as (title) of HES 51 County Road 223 LLC on this day of , 2020. DECLARATION OF PROTECTIVE COVENANTS HES 51 COUNTY ROAD 223 MINOR SUBDIVISION 4 Witness my hand and seal. My commission expires: DECLARATION OF PROTECTIVE COVENANTS HES 51 COUNTY ROAD 223 MINOR SUBDIVISION Notary Public 5 IIII 10:43Ii'I M41 II II Reception#: 928414 11/18/2019 04:35:38 PM Jean Alberico 1 of 1 Rec Fee:$13.00 Doc Fee:0.00 GARFIELD COUNTY CO It Garfield County STATEMENT OF AUTHORITY Pursuant to C.R.S. §38-30-172, the undersigned executes this Statement of Authority on behalf of HES 51 COUNTY ROAD 223 LLC, it a COLORADO LIMITED LIABIb (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 HES 51 COUNTY ROAD 223, CLLC and is formed under the laws of THE STATE OF COLORADO The mailing address for the Entity is 12433 HIGHWAY 82, 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 LARRY GIROUX 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"): None Other matters concerning the manner in which the Entity deals with any interest in real property are (if no other matter, leave this section blank): EXECUTED this 15th day of Signat November Name (printed): Title (if any): , 20 19 STATE OF M lSSpul2l )SS. COUNTY OF SAINT !kt'Pna ) The foregoing instrument was acknowledged before me this 1911 day of tjwevt.R,c , 20 by a1/41 b. CawUsl , on behalf of pa&BAIN EVA 2-23 LZ , a tcl.bvU o UMt1XL) ut lU 1'( conetRAMV Witness my hand and official seal. My commission expires: PI it fre2U (Date) 4 STEPHANIEst.ptcHMUKE Notary Pub c - Niitary Seal State of Missouri, St Charles County Commission Number 12358075 4 My Commission Expires Jul 12, 2020 onnernreirrirak otary Public) SECTION 2-04. CGS SUBMITTAL FORM FOR LAND -USE REVIEWS. County Project Name COLORADO GEOLOGICAL SURVEY SUBMITTAL FORM FOR LAND -USE REVIEWS Garfield HES 51 County Road 223 LLC Date November 13, 2019 APPLICANT (or Applicant's Authorized Representative responsible for paying CGS -review fee) Name Address . Has 5 t CA ta. 94 223 ,�; rz'- ,4 Ph. No. Fax No. Section(s) Township_ Range Dec Lat Dec Long FEE SCHEDULE (effective June 1, 2009) Reviews for Counties Small Subdivision (> 3 dwellings and < 100 acres) $950 Large Subdivision (> 100 acres and < 500 acres) $1,550 Very Large Subdivision (500 acres or more) $2,500 Very small residential subdivisions (1-3 dwellings and < 100 acres) $600 Reviews for Municipalities At hourly rate of reviewer Special Reviews .At hourly rate of reviewer School Site Reviews $855 CGS LAND USE REVIEWS Geological studies are required by Colorado counties for all subdivisions of unincorporated land into parcels of less than 35 acres, under State statute C.R.S. 30-28-136 (1) (i) (Senate Bill 35, 1972). Some Colorado municipalities require geological studies for sub- division of incorporated land. In addition, local governments are empowered to regulate development activities in hazardous or mineral -resource areas under C.R.S. 24-65.1-101 et seq. (House Bill 1041,1974) and C.R.S. 34-1-301 et seq. (House Bill 1529,1973), respectively. Local -government agencies submit proposed subdivision applications and supporting technical reports to the Colorado Geological Survey "...for evaluation of those geologic factors which would have significant impact on the proposed use of the land," in accordance with State statutes. The CGS reviews the submitted documents and serves as a technical advisor to local-governmentplarming agencies during the planning process. Since 1984, the CGS has been required by law to cover the full direct cost of performing such i eviews. The adequate knowledge of a site's geology is essential for any development project. It is needed at the start of the project in order to plan, design, and construct a safe development. Proper planning for geological conditions can help developers and future owners/users reduce unnecessary maintenance and/or repair costs April 6, 2020 To: Doug Pratte From: Yancy Nichol, PE RE: Engineering Report for the Minor Subdivision, 51 County Road 223, Rifle, CO 81650, Administrative Review SE Project #19040.01 Sopris Engineering, LLC (SE) has prepared the following Engineer's Report to address the proposed drainage, access, sewer, water, electric and other utilities to service the proposed minor subdivision, in accordance the Garfield County Land Use Code. The site is located to the North of the Colorado River, and is in Garfield County, Colorado. The existing site consists of hayfields, a single family residential home with an accessory dwelling unit, and a proposed commercial building currently under construction. To the South of the parcel is the Highway 6 & 24, to the North is County Road 221/ Green Lane and to the East is Peterson Lane County Road 223. The existing utilities, roads, and site conditions are shown on the Existing Conditions - Sheet C1.0 in Appendix A. The existing conditions are based upon a site topographic survey prepared by SE. The utility information shown on the existing conditions map is supplemented with field information obtained through engineer's site investigation. The utility locations shown on the drawings should be verified for construction purposes. The proposed subject property is to be divided into three separate lots. Lot 1 will continue as a single-family residence and accessory dwelling unit, at 3.25 acres. Lot 2 will be a commercial lot much similar to what is proposed and currently being constructed on Lot 3, at 2.06 acres. A large equipment rental facility is currently being built on Lot 3 under Building Permit #BLMF-5660, at 2.94 acres. Water System (7-104 Source of Water) The existing lot is served by a well under the permit #9867. Attached to this document is the well permit. Please refer to the Balcomb and Green letter and Colorado Engineering Letter plans for further information regarding physical and legal water supply as well as water quality analysis results. A new well house has been constructed to replace the old pump house and new services have been extended to each lot. A water service distribution line has been extended from the new well near the west boundary of Lot 3. Refer to Civil Sheet C2.0 Site Plan in Appendix A. Sanitary Sewer (7-105 Waste Water System) There is no municipal sewer service to the subject site, each lot will be served with either an existing or future onsite wastewater treatment system (OWTS) as is detailed below:. LOT 1: There is an existing OWTS currently serving Lot 1. SE conducted a site assessment and investigation for Lot 1 on March 3, 2020 to perform an inspection and evaluation of the existing system which serves the existing 3 bedroom single family dwelling and ADU. As part of this evaluation, SE visually inspected, probed and TV observed the existing system components with Down Valley Septic and Drain. Based upon our inspection and evaluation, the existing system is operation and appears to be in general fair condition and appears suitable for continued use assuming no increase of design flow is anticipated. The system was previously permitted as an ISDS under permit number S115, in 1975. We understand from the previous owner and service provider that the system was upgraded approximately 5 years ago, with the replacement and addition of various components, including a 1,500 gallon concrete septic tank and gravity sewer 502 Main Street • Suite A3 • Carbondale, CO 81623 •(970)704-0311 •Fax (970)704-0313 SOPRIS ENGINEERING • LLC civil consultants SE Job #19040 Page 2 service lines. Based on the recent evaluation, the system is in working order effectively settling and detaining raw sewerage in the tank with the effluent discharging to and being accepted by the field absorption system. The observed tank had normal liquid levels and the compartments were accessible from the surface, equipped with concrete lids. The tank did not require pumping, however based upon sludge and scum levels, we recommend that it be inspected every 6- months and probably be pumped every 18 months. LOT 2: Development on Lot 2 will be served by an OWTS and a detailed design will be provided in support of any future building permit application. LOT 3: Gamba & Associates prepared the OWTS plan for Lot 3, which accounts for the existing and proposed site conditions designed in accordance with the current Garfield County OWTS Regulation under Permit #SEPT-5661. Public Utilities (7-106) The existing overhead electricity, along County Road 221, is serving the existing lot from the North of the property. Lots 2 and 3 will be served from the existing transformer on the power pole at the Northern property boundary. Traffic (4-203 Traffic Study) The anticipated traffic impacts to Garfield County Road 221 and Garfield County Road 223 near the intersection with State Highway 6 & 24 resulting from the proposed development were estimated utilizing the Institute of Transportation Engineers (ITE) Trip Generation Manual, 9th Edition was utilized to gather Peak Hour vehicle trip estimates for the proposed minor subdivision. The Trip Generation Manual is based on information submitted voluntarily to ITE by public agencies, developers, consulting firms and associations. It is a tool utilized by planners, transportation professionals, zoning boards, etc. to estimate vehicle trips generated by a proposed development. The anticipated number of Peak Hour Vehicle Trips for the proposed minor subdivision are as follows: LOT 1: ITE Code 210 (Single Family Detached Housing): Peak Hour: 9.52 vehicle trips per Single Family House => (9.52) (2 Homes*) = 19.04 PHV (20) *2 represent the single-family residence and the accessory dwelling unit. LOT 2: ITE Code 811 (Construction Equipment Rental Store): Peak Hour: 6.44 vehicle trips per Acre => (6.44) (2.06 AC) = 13.26 PHV (14) LOT 3: ITE Code 811 (Construction Equipment Rental Store): Peak Hour: 6.44 vehicle trips per Acre => (6.44) (2.94 AC) = 18.93 PHV (19) The existing peak hour vehicle counts for Lot 1 are found by using the original single-family home and ADU in the proposed Lot 1. The peak hour vehicle trips were calculated at 20 vehicle trips. The vehicle count for Lot 1 will not increase. Using the Garfield County Design Standards, under the Garfield County Land Use Code Table 7-107, this classifies Lot 1 as Primitive/Driveway. 502 Main Street • Suite A3 • Carbondale, CO 81623 •(970)704-0311 •Fax (970)704-0313 SOPRIS ENGINEERING • LLC civil consultants SE Job #19040 Page 3 Lot 2 and 3 are anticipated to have the same usage, Construction Equipment Rental. Under the ITE code we can see that the counts are calculated per acre. Lot 2, with 2.06 Acres, will have 14 peak vehicle trips. Lot 3, with 2.98 Acres, will have 19 peak vehicle trips. Both lots have less than 20 peak vehicle trips, thus under Table 7-107 of the Garfield County Land Use Code, the lots are considered Primitive/Driveway. Access (7-107 Roadway Standards) In the section above, Traffic, it was found that each lot is considered Primitive/Driveway, from Table 7-107. Under the design standards for Primitive/Driveway each lot is required the follow: ➢ 15 to 30' ROW ➢ (1) 12' Lane *1 ➢ 0' shoulder ➢ 3' Ditch *2 ➢ Cross slope 2% ➢ Minimum Radius 40' ➢ Native material *1 As determined adequate in an engineering review. Primitive road shall be dedicated ROW, driveway can be dedicated as either an easement or ROW. *2 If determined adequate. The proposed subdivision currently has four existing driveways serving the subject property. Lot 3 has a current Driveway Permit under Permit Number: GRB18-D-24. The proposed driveway is 37 feet in width, has a 40' culvert under the drive and will have a stop sign at the intersection with County Road 221.The driveway was constructed with concrete and meets all the standards listed under the county code. We anticipate no further changes to Lot 3 access, nor do we require a ROW or easement for entrance to the Lot. Lot 2 has one existing drive off of County Road 221, Greene Lane, with a width of 25.8 feet at the road and necks down to 12.0', which meets the driveway width requirements. This existing driveway has been adequate for drainage and requires no further improvements. Again, as in Lot 3 no ROW or easement will be required for the access to Lot 2. There are two existing driveways for Lot 1. Each driveway has a greater width than 12 feet and made of native material/gravel or concrete. The drainage has been adequate for each access to Lot 1. No improvements are suggested for either driveway. Natural Hazards (7-108) In review of FEMA FIRM mapping, map panel 1090E, preliminary October 26, 2011, the subject property is not within the 100-YR Flood zone. Refer to Appendix B for flood mapping. The subject property is located in a generally flat area with no nearby mountain ranges. Garfield County has published a Natural Hazards Mitigation Plan due to the topography and surrounding areas the subject property is not under any threat from falling rock, landslides, snow slides, or mud flows. The site is anticipated to have ground water due to the current and historical flood irrigation system. Fire Protection (7-109) Lot 3 of the subject property has a proposed fire protection water storage reservoir, under the current building permit. This water storage is adequate to serve the proposed subdivision and is designed with a proposed dry hydrant. SE 502 Main Street • Suite A3 • Carbondale, CO 81623 •(970)704-0311 •Fax (970)704-0313 SOPRIS ENGINEERING • LLC civil consultants SE Job #19040 Page 4 proposes a secondary dry hydrant be installed when Lot 2 is developed. There are no proposed fire protection improvements proposed for the existing home on Lot 1. Agricultural Lands (7-201) The proposed minor subdivision is zoned as Commercial General. Lot 1 currently houses several horses and is utilizing the flood irrigation system. Wildlife Habitat Area (7-202) According to the Colorado Parks and Wildlife the subject property is not in a Wildlife Habitat Area, refer to the Colorado Wildlife Habitat Program Mapping in Appendix B, dated April 18th, 2018. Drainage and Erosion Control (7-204) The existing site topography generally slopes slightly from north to south, with slopes ranging from 1-3% based on the field topography performed by SE in 2019. The subject property site is currently comprised of irrigated and vegetated fields with an existing residential home, ADU and several out buildings. Site drainage for the proposed conditions intends to mimic existing drainage patterns. As seen in the current building permit of Lot 3, drainage will be collected in stormwater retention basins; the plans refer to an optional drywell at low point to facilitate percolation of accumulated stormwater. All drainage is to follow the recommendations in the soils report completed by HP Geotech in March of 1997. See Appendix B for the attached report. Lot 1 will not make any grading changes at this time. Temporary erosion control Best Management Practices will be performed during construction to prohibit mobilized sediment from leaving the site during construction. Detailed drainage design and stormwater detention calculations will be provided in support of any future Building Permit Application. Environmental Quality (7-205) All air quality standards of the Colorado Air Pollution Control division and all water quality standards of the State and Federal hazardous materials regulations will be followed. Wildfire Hazards (7-206) The proposed minor subdivision is not in a wildfire hazardous area. Natural and Geologic Hazards (7-207) It is our understanding that the proposed subdivision is not under any threat of developing in natural and geologic hazard areas. If you have any questions or need any additional information, please call. Sincerely, SopriEngineering, LLC anNichol, P.E. Principal 502 Main Street • Suite A3 • Carbondale, CO 81623 •(970)704-0311 •Fax (970)704-0313 SOPRIS ENGINEERING • LLC civil consultants BALCOMB&GREEN WATER LAW I REAL ESTATE I LITIGATION I BUSINESS EST 1953 Via Email: Douglas Pratte The Land Studio, Inc. 365 River Bend Way Glenwood Springs, CO 81601 March 3, 2020 landstudio2@comcast.net Sara M. Dunn Direct Dial (970) 928-3467 Receptionist (970) 945-6546 sarad@balcombgreen.com RE: HES 51 County Road 223 LLC Application for Minor Subdivision — Water Supply Dear Doug: This letter summarizes the legal water supply for the proposed HES 51 County Road 223 Minor Subdivision. The property (Parcel ID: 217712200243) consists of 8.55 acres and is proposed to be split into three lots. For water calculation purposes, Lot 1 (3.25 acres) will continue as a single-family residence with an accessory dwelling unit, Lot 2 (2.06 acres) will be a commercial lot, and Lot 3 (2.94 acres) will be a commercial lot where a large equipment rental facility is currently being constructed. Domestic Water The existing residences are currently supplied from the Glenn Anderson Well located in the SW1/4 of the NW1/4 of Section 12, Township 6 South, Range 93 West of the 6th P.M. at a point 1353 feet from the North Section Line and 890 feet from the West Section Line. The well was decreed in Case No. 80CW32 and operates pursuant to State Engineer's Well Permit No. 9867. Copies of the Decree in Case No. 80CW32 and Well Permit No. 9867 are attached hereto. The well permit allows for the withdrawal of 30 g.p.m. for domestic, livestock water, fire protection and lawn and garden irrigation. The Glenn Anderson Well was first beneficially used August 11, 1961 and is a beneficiary of the Green Mountain Historic Users Pool and Senate Document 80 pursuant to the terms of the Operating Policy for Green Mountain Reservoir; Colorado -Big Thompson Project effective January 23, 1984. That Operating Policy provides that water will be released from Green Mountain Reservoir during times when the administration of water under the priority system established by the laws of the State of Colorado would result in curtailment in whole in part of a water right for irrigation (including livestock water by definition) or domestic use within western Colorado, which was perfected by use on or before October 15,1977. Due to the age of the well and the condition of its steel casing, Applicant elected to drill a new well to serve the proposed Lots 1, 2 and 3. Please see the attached Engineering Report from Colorado River Engineering, summarizing water demands, the aquifer yield test and water quality test results for the new well. ASPEN I BASALT I BUENA VISTA I GLENWOOD SPRINGS I LAMAR Post Office Box 790 I Glenwood Springs, Colorado 81602 800.836.5928 970.945.6546 BalcombGreen.com BALCOMB&GREEN WATER LAW I REAL ESTATE I LITIGATION I BUSINESS ESTR 1953 Douglas Pratte HES Subdivision March 3, 2020 Page 2 The HES 51 County Road 223 Minor Subdivision is located within West Divide's "Area A" primary service area. Within this primary service area, West Divide issues water supply contracts to off -set depletions associated with water diversions from wells. West Divide has several decreed and pending augmentation plans that augment depletions from both existing and potential future water structures. In addition to the augmentation plans, West Divide has three temporary substitute supply plans, approved by the State Engineer's Office, which allow West Divide to immediately provide augmentation water to new customers. Applicant has obtained two West Divide Water Contracts for the uses associated with the Minor Subdivision. Specifically, Contract No. 191017HES51#2(a) was activated on October 17, 2019 and allows for 2 single family dwellings, one acre of irrigation, 4000 square feet of commercial area and 200 g.p.d. for incidental commercial uses such as equipment washing. A copy of Contract No. 191017HES51#2(a) is attached hereto. HES 51 County Road 223 LLC also holds Contract No. 191017HES51#1(a) for an additional 6 acre feet of augmentation water that can be used to replace additional out of priority depletions. Irrigation Water Irrigation will be provided from the Lower Cactus Valley Ditch pursuant to shares in The Grand River Ditch Company. The Grand River Ditch Company water will provide irrigation on Lot 1 consistent with historical practices and minor landscaping on Lots 2 and 3. One share of stock in the Company entitles the shareholder to 1/270th of the Company's 50 c.f.s. decreed diversion rate. Each Lot is proposed to be associated with 0.5 share allowing for irrigation of up to 4.6 acres within each lot. Therefore, the shares in the Lower Cactus Valley Ditch will provide adequate irrigation water. Fire Protection Applicant is constructing a reservoir on Lot 3 for irrigation control and fire protection purposes. This reservoir is designed to hold a total of 276,522 gallons with a minimum fire protection pool of 180,000 gallons. The reservoir can be filled from the irrigation system and the well. Lots 2 and 3 will each have a dry -hydrant connected to the Reservoir for fire protection purposes per the recommends of the Grand River Fire Protection District. Sincerely, BALCOMB & GREEN, P.C. By: Encls. cc: Chad Lee, Esq. Sara M. Dunn ASPEN I BASALT I BUENA VISTA I GLENWOOD SPRINGS I LAMAR Post Office Box 790 I Glenwood Springs, Colorado 81602 I 800.836.5928 I 970.945.6546 I BalcombGreen.com COL0.4ADO T\rE .) ENfi1NEERINfi FRCORPQRATF D March 4, 2020 HES 51 COUNTY ROAD 223 LLC, CLLC c/o Sara Dunn Balcomb & Green, P.C. 818 Colorado Ave Glenwood Springs, CO 81601 Via Email: sarad@balcombgreen.com RE: CRE Job #1205 — HES Subdivision — Engineering Report - Potable Water Supply Dear Sara: Colorado River Engineering, Inc. has prepared this letter report to summarize our engineering review of the groundwater supply proposed to serve the HES subdivision. The subject property (Parcel ID: 217712200243) consists of 8.55 acres and is proposed to be split into three lots, as shown on drawings prepared by Sopris Engineering. Lot 1 at 3.25 acres will continue as a single- family residence with an accessory dwelling unit and Lot 2 at 2.06 acres will become a new commercial lot. A large equipment rental facility is currently operating on Lot 3 at 2.94 acres. The property is located along Highway 6 between the City of Rifle and the Town of Silt. The existing home (Lot 1) and the equipment rental facility (Lot 3) are currently supplied water from a well that was developed in 1961. The property is located near the Colorado River with the well developed into the alluvial aquifer. The well is approximately 60 years old and appears to be past the useful lifespan of its steel casing. A new well was constructed in January 2020. Legal council is addressing the legal supply for the new well which is anticipated to consist of a new well permit supported by a West Divide Water Conservancy District (WDWCD) water supply contract. Water Demands The attached Table 1 summarizes the estimated total water demand associated with the project. Demands are based on the following uses; Lot 1 - One single family home, one Accessory Dwelling Unit (ADU), and 10,000 square feet of irrigated area. Lot 2 — Estimated 2,000 sq ft of commercial space, vehicle washing, 10,000 square feet of irrigated area. Page 1 COL.O1ADO'RIVER E N 6 1 N E E R I N 6 I! C0CP RA-r 0 Lot 3 — Existing commercial space, vehicle washing, and 10,000 square feet of irrigated area, and pond filling as a back-up supply for a fire protection pond. Irrigation at the property will be provided primarily from raw water supplies through interests owned in the Lower Cactus Valley Ditch. For planning purposes, the well demand conservatively includes irrigation use for garden or landscaping areas. The demands were calculated to be 0.19 acre-feet per month during the winter period with a peak irrigation demand of 0.76 acre-feet in July. The peak demand averages 5.5 gallons per minute (gpm) in July. Aquifer Yield Test A new well was constructed on January 21, 2020 to a depth of 78-feet under interim well permit 316158, attached. A copy of the Well Construction Report is also attached. A 4-hour pump test was performed by Rays Well Done Pumps on January 23, 2020. The pump test was completed at a pumping rate that varied from 20-gpm (2-hours) to 31-gpm (2-hours). The pumping rates during the test are greater than the peak monthly demand. The well drew down 7'-1" during the first 2-hours of pumping at 20-gpm. The well drew down an additional 6'-1" during the final 2-hours of pumping at 31-gpm. The well recovered to the initial static water level within 15-minutes following the end of the pump test. It is our opinion that the underlying aquifer has significant long-term sustainable yield and water availability that greatly exceeds the projects demands and will be adequate to supply the subdivision. The basis of our opinion is the high yield associated with the river alluvium aquifer, the recent pump test, and past studies of groundwater conditions in this area, including other nearby wells. Water Quality Water samples were collected by Colorado River Engineering during the pump test and were shipped to the Colorado Department of Health and Environment (CDPHE) Laboratory Services Unit in Denver for analysis. The results of the water quality analyses are attached. The results show that the new well produces acceptable water quality with respect to regulated health parameters. However, it is common for water supplies in this region to have parameters exceeding secondary water quality limits. Secondary standards often are generally associated with the aesthetics of the water supply and include items such as dissolved solids and hardness. It is typical for water users to install water softeners to address hardness and to install filters Page 2 Co)LoRADO ENGINEERING INCORPORATI:D and under -sink reverse osmosis units at individual taps to address dissolved solids, aesthetic issues, and taste. Water System Design The water distribution system is being designed by Sopris Engineering. The new well is capable of supplying 30-gpm. This production rate is sufficient to provide 10-gpm to each lot and is capable of meeting peak instantaneous demands without the need for additional operational storage. Summary It is our opinion that the water supply for the proposed subdivision has adequate quality, quantity, and dependability for the proposed uses. If you have any questions, please do not hesitate to call our office at 970-625-4933. Best Regards, Christopher Manera, P.E. Page 3 Table 1 - Water Demands Heartland Environmental Services - Well Water Use Estimate JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL APPLICANT: (1) HES Unit Value: Irrigation Diversion (AF/AC) DWELLING UNITS: IRRIGATED AREA (SQ FT): COMMERCIAL AREA (SQ FT): NO. OF LIVESTOCK: ELEVATION (MSL): EVAPORATION AREA (ACRE): EQUIPMENT WASHING (GPD) (2) 3 4 Unit Value: Irrigation C.U. (AF/AC) 0.148 0.398 0.576 0.635 0.500 0.354 0.094 0.118 0.318 0.461 0.508 0.400 0.283 0.075 2.704 2.163 (1) (2) (3) (4) (5) (6) (7) (8) In House Diversion (AF) In House C.U. (AF) 0.07 0.06 0.07 0.06 0.07 0.06 0.07 0.07 0.06 0.07 0.06 0.07 0.78 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.118 2 30000 4000 0 5400 0.20 200 (5) Contract Amount w/ 5% transit Low. (1 SFR + 1 ADU) 10,000 per Lot 2,000 sq ft per Commercial Lot 2.72 acre feet Transit Loss= 5.0% 6) (7) (8) (9) (10) (11) (12) (13) (14) Commercial Diversion (AF) Commercial C.U. (AF) 0.08 0.07 0.08 0.07 0.08 0.07 0.08 0.08 0.07 0.08 0.07 0.08 0.90 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.13 80% irrigation efficiency for sprinkler systems Blaney Griddle assessment with Pochop adjustments 350 gallons per day per residence 15% consumptive use for ISDS systems 200 gallons per day per 1000 sq ft of commercial space 15% consumptive use for ISDS systems Column (1) * irrigated area in acres Column (2) * irrigated area in acres Irrigation Diversion (AF) Irrigation C.U. (AF) 0.00 0.00 0.00 0.10 0.27 0.40 0.44 0.34 0.24 0.06 0.00 0.00 1.86 0.00 0.00 0.00 0.08 0.22 0.32 0.35 0.28 0.19 0.05 0.00 0.00 1.49 Equip. Washing Diversion (AF) Equip. Washing C.U. (AF) 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.22 0.02 0.01 0.02 0.01 0.02 0.01 0.02 0.02 0.01 0.02 0.01 0.02 0.18 Pond Fill Evap DIV & C.U. (AF) 0.01 0.00 0.04 0.06 0.09 0.11 0.11 0.10 0.07 0.05 0.02 0.01 0.67 Total Diversion (AF) Total C.U. (AF) 0.19 0.17 0.23 0.35 0.56 0.71 0.76 0.65 0.51 0.31 0.21 0.19 4.84 0.04 0.04 0.08 0.18 0.34 0.46 0.50 0.41 0.30 0.14 0.06 0.04 2.59 Total Contract Amount (AF) 0.045 0.039 0.081 0.190 0.360 0.481 0.520 0.430 0.318 0.146 0.063 0.045 2.717 Vehicle washing assumed at 200 gpd Vehicle washing assumed 80% consumptive Estimated fills to pond to keep full for fire protection Column (5) + Column (7) + Column (9) + Column (10) plus 5% transit loss Column (6) + Column (8) + Column (9)+ Column (10) Column (12) plus 5% transit loss Water Use Estimate Hartland Env Services - 2020 Water Use (rev) COLORADO RIVER 1 of 1 2/10/2020 CI M COLOR ADO Division of Water Resources Department or Natural Resources WELL PERMIT NUMBER 316158- RECEIPT NUMBER 3696206 ORIGINAL PERMIT APPLICANT(S) HES 51 COUNTY ROAD 223 LLC AUTHORIZED AGENT BALCOMB EL GREEN (PASSMORE, LISA) SO PRI S ENGINEERING LLC (N IC HOL, YANCY) PERMIT TO CONSTRUCT A NEW WELL APPROVED WELL LOCATION Water Divi8ion: 5 Water Di8trict: 39 De8ignated Bain: N.'A Management District: N.'A County: GARFIELD Parcel Narno: N/A Phy8icaI Addro88: 51 CR 223 RIFLE, CO 81850 SW 1/4 NW 1/4 Secton 12 Township 8_0 S Range 93_0 W Sixth P_M_ Well to be con8tructed on _specified tract of land ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CC NDITIC NS OF APPROVAL 1 r This well shall be used in such a way as to cause no rna to ria L i na u ry to existing water rights. The issuance of this permit doe, ensure that no injury will occur to another vested water right or preclude another owner of a vested water right from seek' N relief in a civil court action. 2 The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the Mate Board of Examiners of Water Well Construction and Pump I rrstalLation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37-92-602(3 ). b0(I) for uses as described in CRS 37-92-602(1)MfM. Use of this well is limited to monitoring water levels andlor water quality sampling. 4) This well must be equipped with a locking cap or seal to prevent well contamination or possible hazards as an open welt. The well must be kept capped and locked at all times except during sampling or measuring. 5) Records of water level measurements and water quality analyses shall be maintained by the well owner and submitted to Division of Water Resources upon request. 61 Upon conclusion of the monitoring program the well owner shall plug this well in accordance with Rule 16 of the Water Well Construction Rules. A Well Abandonment Report must be completed and submitted to the Division of Water Resources within 60 days of plugging. 7) The owner shall mark the well in a conspicuous location with the well permit number and name of aquifer as appropriate, and shall take necessary means and precautions to preserve these markings. 8) This well must be constructed by or under the supervision of a Licensed well driller or other authorized individual according t the Water Well Construction Rules. If rron-standard construction is anticipated, a variance request must be submitted in accordance with Rule 18 and approved prior to well construction. 9) A Well Construction and Yield Estimate Report (Form GWS-31), including Lithologic log must be submitted by the individual authorized to construct the well. For non-standard construction, the report must include an as -built drawing showing details such as depth, casing, perforated zones, and a description of the grouting type and interval. 1 D) Pursuant to Rule 6.2.3 of the Water Well Construction Rules, the well construction contractor shall submit the as -built well Location on work reports required by Rule 17.1 within 60 days of completion of the well. The measured location must be accurate to 200 feet of the actual location. The location information must include a GPS location (UTM coordinates) pursuant to the Division of Water Resources' guidelines. NOTE: Issuance of this permit does riot guarantee that this well can be converted to a production well under a future permit_ Additionally, pursuant to Rule 14.2 of the Water Well Construction Rules(2 CCR 402-2), monitoring holes constructed pursuant to a monitoring hole notice shall not be converted to a production well. (Upon obtaining a permit from the State Engineer, a monitoring hole may be converted to a monitoring well, recovery well for remediation of the aquifer, ora dewatering systerr for dewatering the aquifer.) NOTE: This permit will expire on the expiration date unless the well is constructed by that date. A Well Construction and Yield Estimate Report K ,WS-311 must be submitted to the Division of Water Resources to verify the well has been constructed. An extension of the expiration date may be available. Contact the DWR for additional information or refer to the extension request form (GWS-64) available at http:./1www.water.state.co. us Printed 01-13-2020 For questions about this permit call 303_866_351 1 or go to whe w.water_state_ce_ us Page 1 of 2 WELL PERMIT NUMBER 316158- RECEIPT NUMBER 3696206 NOTE: This well is to be located on a residential site of 8.55 acre(s) described as 51 Co u my Road 223 Rifle, CO 81650, Garfield County. NOTE: Parcel Identification Number (FIN): 2177122013243 Printed 01-13-2020 For questions about this permit call 303.866.3 Ei81 or .go to w_wa ter_s to te_co_ us Fade 2 of 2 WELL CONSTRUCTION AND YIELD ESTIMATE REPORT STATE OF COLORADO, OFFICE OF THE STATE ENGINEER 1313 Sherman St., Room 821, Denver, CO 80203 303.866.3581 www.water.state.co.us and dwrpermitsonlinc@state.co.us FOR OFFICE USE ONLY 1. WELL PERMIT NUMBER 316158 Receipt #: 3696206 2. Owner's Well Designation: 3. Well Owner Name: HES 51 County Road 223 LLC 4. Well Location Street Address: 51 County Road 223 Rifle, Co 81650 5. GPS Well Location: Zone 12 X Zone 13 Easting: 265218 Northing: 4380697 County: Garfield 6. Legal Well Location: SW 1/4 NW 1/4 Sec: 12 Twp: 6 S Range: 93 W 6th P.M. Distances from Section Lines ft. from Sec. line and ft. from Sec. line Subdivision: Lot: Block: Filing (Unit): 7. Ground Surface Elevation: 5391 ft. Date Completed: 1/21/2020 Drilling Method Air Rotary 8. Completed Aquifer Name Alluvium Total Depth: 78 feet Depth Completed: 73 feet 9. Notification: Was Notification Requird Prior to Construction? Yes X No Date Notification Given : 10. Aquifer Type: Type I (One Confining Layer) Type I (Multiple Confining Layers) Laramie -Fox Hills P.M. Type II (Not overlain by Type III) Type II (Overlain by Type III) X Type II1(alluvial/colIuvial) Geologic Log 12. Hole Diameter (in) From (ft) To (ft) Depth Type Grain Size Color 9.0 0 73 6.5 73 78 000-034 Silt, Clay — 034-071 Gravel, Sand, Cobbles 071-078 Wasatch Formation 13. Plain Casing OD (in) Kind Wall Size From (ft) To (ft) 7.0 Steel 0.188 -1 63 Perforated Casing 7.0 Steel 0.188 63 73 Water Located: 50-71 Remarks : 14. Filter Pack Material : Size : Interval : 15. Packer Placement Type : Depth : 16. Grouting Record Material Amount Density Interval Placement Cement 5 sks 6 gal/sk 10-25 poured 17. DISINFECTION : Type : HTH Amt. Used : 2 oz. 18. Well Yield Estimate Data: ( ) Check box if Test Data is submitted on Form Number GWS-39, Yield Test Report Well Yield Estimate Method : Air Compressor Static Level : 39 ft. Date/Time Measured 1/21/2020 Estimated Production Rate 25+ gpm Estimated Length (hrs) 2 Hours Remarks: 19. I have read the statements made herein and know the contents thereof and that they are true to my knowledge. This document is signed (or name entered if filing online) and certified in accordance with Rule 17.4 of the Water Well Construction Rules, 2 CCR 402 2. The filing of a document that contains false statements is a violation of section 7 91 108(1Xe),C.R.S., and is punishable by fines up to $1000 and/or revoction of the contracting license, If filing online the State Engineer considers the entry of the licensed contractor's name to be compliance with Rule 17.4. Company Name : elton Drilling Corp. Email: wsdi@rof.net Phone : (970) 927-4182 License Number 1095 Mailing Addr : P.O. Box 1059 Basalt, Co. 81621 Sign r name if filin online) Print Nme and Title Wayne Shelton / President Date 1/27/2020 - dfi Colorado Department of Public Health and Environment Laboratory Services Division 8100 Lowry Blvd. Denver, CO 80230 Phone: 303-692-3090 Fax: 303-344-9989 Analysis Report Work Order #: 65839 (Well Water Chemical Testing) Description: Client: Colorado River Engineering Profile: Well Water Chemical Testing Sampled By: Mark Hayes Sample Summary Lab ID Report To: Sample ID Sample Type Test Method Chain of Custody #: Mark Hayes Colorado River Engineering 136 E 3rd St Rifle, CO 81650 mark@coloradorivereng.com Date Date Analytes Collected Received Reported 2001240099 024-13 Water 01/23/20 11:00 01/24/20 11:54 1 2001240099 024-13 Water D 3739-83 01/23/20 11:00 01/24/20 11:54 1 2001240099 024-13 Water EPA 160.1 01/23/20 11:00 01/24/20 11:54 1 2001240099 024-13 Water EPA200.7 01/23/20 11:00 01/24/20 11:54 8 2001240099 024-13 Water EPA200.8 01/23/20 11:00 01/24/20 11:54 4 2001240099 024-13 Water EPA300.0 01/23/20 11:00 01/24/20 11:54 3 2001240099 024-13 Water EPA353.2 01/23/20 11:00 01/24/20 11:54 1 2001240099 024-13 Water SM 2320 B 01/23/20 11:00 01/24/20 11:54 1 2001240099 024-13 Water SM 2510B 01/23/20 11:00 01/24/20 11:54 1 2001240099 024-13 Water SM 4500-H+B 01/23/20 11:00 01/24/20 11:54 1 2001240099 024-13 Water Total Coliform and E. coli 01/23/20 11:00 01/24/20 11:54 2 P/A E Travant. , 'hD Scientific Director Note: The results in this report relate only to the samples tested. Thursday, February 06, 2020 2:55:30 PM Page 1 of 5 MRL = Minimum Reporting Limit; BDL = Below Detection Limit; *= Comment applied MCL = Maximum Contaminant Limit per EPA regulations; mg/L - milligrams per liter (ppm); ug/L micrograms per liter (ppb); pCi - picoCuries Report ID: 65839 - 896102 POWERED BY HORIZON' 3004.7.0.0 Colorado Department of Public Health and Environment Laboratory Services Division 8100 Lowry Blvd. Denver, CO 80230 Phone: 303-692-3090 Fax: 303-344-9989 Analysis Report Work Order #: 65839 (Well Water Chemical Testing) Chain of Custody #: Summary Sample Comments Lab ID: 2001240099 • Sample ID: 024-13 Sample Type: PD HUMAN HEALTH Arsenic, Cadmium, Copper, Lead, Uranium, Fluoride, Nitrate/Nitrite concentrations are below EPA health -based standards. Zinc, pH, levels meet EPA aesthetic -based standards. 0.709>0.5 The Corrosivity Index is X.X, which indicates that the water is scale -forming and may cause scale build- up. Based on these results, the water is safe for human consumption. The quality of the water would be improved if it was treated for the above constituents. Sample Analysis Comments Lab ID: 2001240099 Sample ID: 024-13 Analyte: pH • Analysis of pH performed outside of the method -specified 2-hour holding time. Thursday, February 06, 2020 2:55:30 PM Page 2 of 5 MRL = Minimum Reporting Limit; BDL = Below Detection Limit; *= Comment applied MCL = Maximum Contaminant Limit per EPA regulations; mg/L - milligrams per liter (ppm); ug/L micrograms per liter (ppb); pCi - picoCuries Report ID: 65839 - 896102 POWERED BY HORIZON' 3004.7.0.0 Colorado Department of Public Health and Environment Laboratory Services Division 8100 Lowry Blvd. Denver, CO 80230 Phone: 303-692-3090 Fax: 303-344-9989 Analysis Report Work Order #: 65839 (Well Water Chemical Testing) Sample Results Chain of Custody #: Lab ID: 2001240099 Sample ID: 024-13 Date Collected: 1/23/2020 11:00 Collection Site: HES REPLACEMENT WELL Date Received: 1/24/2020 11:54 Site Description: HES REPLACEMENT WELL Description: HES REPLACEMENT WELL Sample Type: Water EPA 9223E (Total Coliform and E. coli P/A) Parameter Results Units MRL MCL DF Prepared Analyzed Qual COLIFORM P/A E. COLI P/A ABSENT ABSENT ICP-MS Total Water Metals (EPA 200.8) 1/27/2020 08:15 1/27/2020 08:15 Parameter Results Units MRL MCL DF Prepared Analyzed Qual Lead Arsenic Cadmium Uranium Inorganics () <0.001 <0.001 <0.001 0.0258 mg/L mg/L mg/L mg/L 0.001 0.001 0.001 0.001 0.015 0.01 0.005 0.03 1/30/2020 08:38 1/30/2020 08:38 1/30/2020 08:38 1/30/2020 08:38 1/30/2020 12:36 1/30/2020 12:36 1/30/2020 12:36 1/30/2020 12:36 Parameter Results Units MRL MCL DF Prepared Analyzed Qual Sodium Adsorption Ratio Inorganics (D 3739-83) 6.55 mg/L 1 2/4/2020 12:56 2/4/2020 12:57 Parameter Results Units MRL MCL DF Prepared Analyzed Qual Corrosivity Inorganics (EPA 160.1) 0.709 1 2/4/2020 12:57 2/4/2020 12:57 Parameter Results Units MRL MCL DF Prepared Analyzed Qual Dissolved Solids Inorganics (EPA 200.7) 1600 mg/L 10 500 1 1/29/2020 08:29 1/29/2020 15:21 Parameter Results Units MRL MCL DF Prepared Analyzed Qual Hardness by SM 2340B Calcium Copper Iron Magnesium Manganese Sodium Zinc Inorganics (EPA 300.0) 481 mg/L as 1 80 1 1/30/2020 06:54 CaCO3 96.6 mg/L 0.01 1 1/30/2020 06:54 0.00580 mg/L 0.003 1.3 1 1/30/2020 06:54 0.331 mg/L 0.002 0.3 1 1/30/2020 06:54 58.2 mg/L 0.02 1 1/30/2020 06:54 0.670 mg/L 0.002 0.05 1 1/30/2020 06:54 401 mg/L 0.5 5 1/30/2020 06:54 <0.01 mg/L 0.01 5 1 1/30/2020 06:54 1/30/2020 15:14 1/30/2020 15:14 1/30/2020 15:14 1/30/2020 15:14 1/30/2020 15:14 1/30/2020 15:14 1/30/2020 15:52 1/30/2020 15:14 Parameter Results Units MRL MCL DF Prepared Analyzed Qual Sulfate Chloride Fluoride Inorganics (/EPA 353.2) 510 180 <2.5 mg/L mg/L mg/L 12.5 250 50 1/29/2020 12:56 12.5 250 50 1/29/2020 12:56 2.5 4 50 1/29/2020 12:56 1/29/2020 16:49 1/29/2020 16:49 1/29/2020 16:49 Thursday, February 06, 2020 2:55:30 PM Page 3 of 5 MRL = Minimum Reporting Limit; BDL = Below Detection Limit; *= Comment applied MCL = Maximum Contaminant Limit per EPA regulations; mg/L - milligrams per liter (ppm); ug/L micrograms per liter (ppb); pCi - picoCuries Report ID: 65839 - 896102 POWERED BY HORIZON' 3004.7.0.0 Colorado Department of Public Health and Environment Laboratory Services Division 8100 Lowry Blvd. Denver, CO 80230 Phone: 303-692-3090 Fax: 303-344-9989 Analysis Report Work Order #: 65839 (Well Water Chemical Testing) Sample Results (cont.) Chain of Custody #: Lab ID: 2001240099 Sample ID: 024-13 Date Collected: 1/23/2020 11:00 Collection Site: HES REPLACEMENT WELL Date Received: 1/24/2020 11:54 Site Description: HES REPLACEMENT WELL Description: HES REPLACEMENT WELL Sample Type: Water Parameter Results Units MRL MCL DF Prepared Analyzed Qual Nitrate -Nitrite (N) Inorganics (SM 2320 B) 0.470 mg/L as N 0.05 10 1 1/31/2020 07:56 1/31/2020 10:31 Parameter Results Units MRL MCL DF Prepared Analyzed Qual Alkalinity Total Inorganics (SM 2510B) 550 mg/L as 0.5 1 1/27/2020 08:56 1/27/2020 16:00 CaCO3 Parameter Results Units MRL MCL DF Prepared Analyzed Qual Conductivity Inorganics (SM 4500-H+B) 2300 us/cm 10 1 1/27/2020 08:57 1/27/2020 16:06 Parameter Results Units MRL MCL DF Prepared Analyzed Qual pH 7.89 Units 0.1 8.5 1 1/27/2020 09:50 1/27/2020 15:47 Additional Information Temperature at Collection: 52 Temperature at Receipt: 14.8 Water Type: RAW Analysis Result Comments Analyte: COLIFORM P/A A COLIFORM P/A result of "ABSENT" indicates a microbiologically safe sample , Coliform was absent or less than one (<1) Coliform per 100mL . Analyte: Dissolved Solids Total Dissolved Solids result exceeds the National Secondary Drinking Water standards limit. Potential symptoms include hardness or scaly deposits, sediment, cloudy or colored water, odor, staining, salty or bitter taste. Analyte: E. COLI P/A An E.COLI P/A result of "ABSENT" indicates that E.coli was NOT DETECTED. Analyte: Hardness by SM 2340B The hardness result indicates hard water. Potential symptoms include scaly residues and soap scum, decreased cleaning action of soaps and detergents. Analyte: Iron Iron result exceeds the National Secondary Drinking Water Standards limit. Potential symptoms include brackish color, rusty sediment, bitter metallic taste, brown -orange stains, iron bacteria and discolored beverages. Analyte: Manganese Manganese result exceeds the National Secondary Drinking Water Standards limit. Potential symptoms include brownish color, black stains on laundry and fixtures, bitter taste, altered taste of water -mixed beverages. Thursday, February 06, 2020 2:55:30 PM Page 4 of 5 MRL = Minimum Reporting Limit; BDL = Below Detection Limit; *= Comment applied MCL = Maximum Contaminant Limit per EPA regulations; mg/L - milligrams per liter (ppm); ug/L micrograms per liter (ppb); pCi - picoCuries Report ID: 65839 - 896102 POWERED BY HORIZON' 3004.7.0.0 Colorado Department of Public Health and Environment Laboratory Services Division 8100 Lowry Blvd. Denver, CO 80230 Phone: 303-692-3090 Fax: 303-344-9989 Analysis Report Work Order #: 65839 (Well Water Chemical Testing) Sample Results (cont.) Chain of Custody #: Lab ID: 2001240099 Sample ID: 024-13 Date Collected: 1/23/2020 11:00 Collection Site: HES REPLACEMENT WELL Date Received: 1/24/2020 11:54 Site Description: HES REPLACEMENT WELL Description: HES REPLACEMENT WELL Sample Type: Water Analyte: Sulfate Sulfate result exceeds the National Secondary Drinking Water Standards limit. Potential symptoms include bitter medicinal taste, scaly deposits, corrosion, laxative effects, rotten egg odor from hydrogen sulfide gas formation. Thursday, February 06, 2020 2:55:30 PM Page 5 of 5 MRL = Minimum Reporting Limit; BDL = Below Detection Limit; *= Comment applied MCL = Maximum Contaminant Limit per EPA regulations; mg/L - milligrams per liter (ppm); ug/L micrograms per liter (ppb); pCi - picoCuries Report ID: 65839 - 896102 POWERED BY HORIZON' 3004.7.0.0 Colorado Department of Public Health and Environment Laboratory Services Division 8100 Lowry Blvd. Denver, CO 80230 Phone: 303-692-3090 Fax: 303-344-9989 Analysis Report «< PRELIMINARY REPORT -BACTERIAL RESULTS COMPLETE; CHEMISTRY PENDING »> Work Order #: 65839 (Well Water Chemical Testing) Description: Client: Colorado River Engineering Profile: Well Water Chemical Testing Sampled By: Mark Hayes Sample Summary Lab ID Report To: Sample ID Sample Type Test Method Chain of Custody #: Mark Hayes Colorado River Engineering 136 E 3rd St Rifle, CO 81650 mark@coloradorivereng.com Date Date Analytes Collected Received Reported 2001240099 024-13 Water Total Coliform and E. coli 01/23/20 11:00 01/24/20 11:54 2 P/A Jcu E Travant. , 'hD Scientific Director Note: The results in this report relate only to the samples tested. Monday, January 27, 2020 1:02:10 PM Page 1 of 2 MRL = Minimum Reporting Limit; BDL = Below Detection Limit; *= Comment applied MCL = Maximum Contaminant Limit per EPA regulations; mg/L - milligrams per liter (ppm); ug/L micrograms per liter (ppb); pCi - picoCuries Report ID: 65839 POWERED BY HORIZON' 3004.7.0.0 Colorado Department of Public Health and Environment Laboratory Services Division 8100 Lowry Blvd. Denver, CO 80230 Phone: 303-692-3090 Fax: 303-344-9989 Analysis Report «< PRELIMINARY REPORT -BACTERIAL RESULTS COMPLETE; CHEMISTRY PENDING »> Work Order #: 65839 (Well Water Chemical Testing) Sample Results Chain of Custody #: Lab ID: 2001240099 Sample ID: 024-13 Date Collected: 1/23/2020 11:00 Collection Site: HES REPLACEMENT WELL Date Received: 1/24/2020 11:54 Site Description: HES REPLACEMENT WELL Description: HES REPLACEMENT WELL Sample Type: Water EPA 9223E (Total Coliform and E. coli P/A) Parameter Results Units MRL MCL DF Prepared Analyzed Qual COLIFORM P/A E. COLI P/A ABSENT ABSENT Additional Information Temperature at Collection: 52 Temperature at Receipt: 14.8 Water Type: RAW 1/27/2020 08:15 1/27/2020 08:15 Analysis Result Comments Analyte: COLIFORM P/A A COLIFORM P/A result of "ABSENT" indicates a microbiologically safe sample , Coliform was absent or less than one (<1) Coliform per 100mL . Analyte: E. COLI P/A An E.COLI P/A result of "ABSENT" indicates that E.coli was NOT DETECTED. Monday, January 27, 2020 1:02:10 PM Page 2 of 2 MRL = Minimum Reporting Limit; BDL = Below Detection Limit; *= Comment applied MCL = Maximum Contaminant Limit per EPA regulations; mg/L - milligrams per liter (ppm); ug/L micrograms per liter (ppb); pCi - picoCuries Report ID: 65839 POWERED BY HORIZON' 3004.7.0.0 FINAL PLAT OF: CERTIFICATE OF DEDICATION AND OWNERSHIP THE UNDERSIGNED HES 51 COUNTY ROAD 223 LLC, BEING SOLE OWNER IN FEE SIMPLE OF ALL THAT REAL PROPERTY SITUATED IN GARFIELD COUNTY, DESCRIBED AS FOLLOWS: A PARCEL OF LAND SITUATED IN THE SW1/4NW1/4 OF SECTION 12, TOWNSHIP 6 SOUTH, RANGE 93 WEST OF THE 6TH P.M., GARFIELD COUNTY, COLORADO, LYING NORTHERLY OF THE NORTHERLY RIGHT OF WAY LINE OF U.S. HIGHWAY 6&24, SOUTHERLY OF THE RIGHT OF WAY LINE OF GARFIELD COUNTY ROAD 221, EASTERLY OF THAT PARCEL DESCRIBED IN THAT DOCUMENT RECORDED AS RECEPTION NO. 172258 IN THE GARFIELD COUNTY, COLORADO RECORDS, AND WESTERLY OF THE WESTERLY RIGHT OF WAY LINE OF GARFIELD COUNTY ROAD 223 AS DESCRIBED IN THAT DOCUMENT RECORDED IN BOOK 188 AT PAGE 349 OF THE GARFIELD COUNTY RECORDS, SAID PARCEL OF LAND IS THE SAME AS THAT PROPERTY DESCRIBED IN THAT DOCUMENT RECORDED SEPTEMBER 18, 2018 AS RECEPTION NO. 911883 AND IS MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON SAID HIGHWAY 6&24 RIGHT OF WAY LINE; WHENCE THE WEST QUARTER CORNER OF SAID SECTION 12 BEARS: SOUTH 33° 23' 41" WEST A DISTANCE OF 863.71 FEET; SAID POINT ALSO BEING THE SOUTHEAST CORNER OF SAID PROPERTY DESCRIBED IN RECEPTION NO. 172258, THENCE NORTH 00°29'00" EASTA DISTANCE OF 572.82 FEET ALONG A LINE DESCRIBED BY SAID DOCUMENT NO. 172258, TO A POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF SAID COUNTY ROAD NO. 221; THENCE LEAVING SAID EASTERLY BOUNDARY LINE NORTH 89°35'00" EAST ALONG SAID SOUTHERLY RIGHT OF WAY LINE, 806.97 FEET TO A POINT ON SAID WESTERLY RIGHT OF WAY LINE OF SAID COUNTY ROAD 223; THENCE LEAVING SAID SOUTHERLY RIGHT OF WAY LINE, SOUTH 00°17'00" EAST ALONG SAID WESTERLY RIGHT OF WAY LINE A DISTANCE OF 361.84 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF SAID U.S. HIGHWAY 6&24; THENCE LEAVING SAID WESTERLY RIGHT OF WAY LINE SOUTH 76°43'00" WEST ALONG SAID NORTHERLY RIGHT OF WAY LINE A DISTANCE OF 411.00 FEET; THENCE CONTINUING ALONG SAID NORTHERLY RIGHT OF WAY LINE ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 3860.00 FEET, THE CHORD OF WHICH BEARS; SOUTH 73°30'50" WEST 431.29 FEET TO THE POINT OF BEGINNING. THE BEARING SOURCE FOR THE ABOVE DESCRIBED PARCEL OF LAND WAS ESTABLISHED BY SOLAR OBSERVATION. USE NORTH 00°17'00" WEST BETWEEN THE WEST QUARTER AND THE NORTHWEST CORNER OF SAID SECTION 12; SAID PARCEL OF LAND CONTAINING 8.535 ACRES, MORE OR LESS. COUNTY OF GARFIELD STATE OF COLORADO HAS CAUSED THE DESCRIBED REAL PROPERTY TO BE SURVEYED, LAID OUT, PLATTED AND SUBDIVIDED INTO LOTS 1, 2, AND 3 AS SHOWN ON THIS FINAL PLAT UNDER THE NAME AND STYLE OF "HES 51 MINOR SUBDIVISION", A SUBDIVISION IN THE COUNTY OF GARFIELD, COLORADO. THE OWNER DOES HEREBY DEDICATE THE WATER AND IRRIGATION EASEMENTS SHOWN ON SHEET 2 HEREOF TO THE OWNERS OF LOTS 1, 2 AND 3 FOR THE PURPOSES SO STATED IN THE SHARED WATER SYSTEM AGREEMENT. EXECUTED THIS DAY OF ,A.D., 2020. OWNER: HES 51 COUNTY ROAD 223 LLC ADDRESS: STATE OF COLORADO ) SS COUNTY OF GARFIELD ) BY THE FOREGOING CERTIFICATE OF DEDICATION AND OWNERSHIP WAS ACKNOWLEDGED BEFORE ME THIS DAY OF A.D., 2020, BY AS OF HEARTLAND ENVIRONMENTAL SERVICES, LLC MY COMMISSION EXPIRES: WITNESS MY HAND AND OFFICIAL SEAL. NOTARY PUBLIC NOTES 1) DATE OF SURVEY: MAY 2019 2) DATE OF PREPARATION: AUGUST - NOVEMBER 2019; FEBRUARY 2020 3) LINEAR UNITS: THE LINEAR UNIT USED IN THE PREPARATION OF THIS PLAT IS THE U.S. SURVEY FOOT AS DEFINED BY THE UNITED STATES DEPARTMENT OF COMMERCE, NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY. 4) BASIS OF BEARING: A BEARING OF N00°17'00""W ALONG THE WEST LINE OF THE NW4 SECTION 12, T6S, R93W, BETWEEN THE FOUND 3.25" ALUMINUM CAP ON 2" STEEL ROD STAMPED T65 R93W 1/4 S11-S12 (1992) AND THE FOUND 3.25" ALUMINUM CAP ON 0.75" STEEL ROD STAMPED RIVER VALLEY SURVEY T6S R93W S2-S1-S11-S12 (2009) L.S. 31143, AS SHOWN HEREON. ALL RECORD BEARINGS HAVE BEEN ROTATED TO BE CONSISTENT WITH SAID BASIS OF BEARING. 5) THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY SOPRIS ENGINEERING, LLC (SE) TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHTS OF WAY AND/OR TITLE OF RECORD, SE RELIED UPON THE TITLE POLICY PREPARED BY LAND TITLE GUARANTEE COMPANY UNDER COMMITMENT NUMBER 63014331, EFFECTIVE DATE SEPTEMBER 27, 2019. IN ADDITION THIS SURVEY UTILIZED THE DOCUMENTS AND PLATS AS SHOWN IN THE SOURCE DOCUMENTS, HEREON. 6) NO FURTHER SUBDIVISION OF THE PARCELS WITHIN HES 51 MINOR SUBDIVISION ARE PERMITTED BY MINOR SUBDIVISION, AS DEFINED IN THE LAND USE AND DEVELOPMENT CODE 2013, AS AMENDED. 7) CURRENT AND FUTURE OWNER(S) SHOULD BE MADE AWARE OF THE POTENTIAL FOR SINKHOLE DEVELOPMENT, SINCE EARLY DETECTION OF BUILDING DISTRESS AND TIMELY REMEDIAL ACTIONS ARE IMPORTANT FACTORS IN REDUCING THE COST OF BUILDING REPAIRS SHOULD AN UNDETECTED SUBSURFACE VOID START TO DEVELOP INTO A SINKHOLE DURING OR AFTER CONSTRUCTION 8) OWNER: HES 51 COUNTY ROAD 223 LLC 9) MINERAL OWNERS: LONNIE MCKEE AND JEENIE MCKEE, GLENN ANDERSON AND ROSE C. ANDERSON. 10) THE COVENANTS, CONDITIONS AND RESTRICTIONS (CC&R'S) AND COST SHARING AGREEMENT ARE RECORDED UNDER RECEPTION NO. OF THE GARFIELD COUNTY, COLORADO CLERK & RECORDER'S RECORDS. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. HES 51 MINOR SUBDIVISION BEING SITUATED IN SWANW4 OF SECTION 12. TOWNSHIP 6 SOUTH, RANGE 93 WEST OF THE 6TH P.M., COUNTY OF GARFIELD, STATE OF COLORADO. SHEET 1 OF 2 FOUND #5 REBAR AND 1.25" ALUMINUM CAP L.S. #9009 SEC 11 FOUND 3.5" ALUMINUM CAP ON #6 REBAR, 0.4' BELOW GROUND NEAR FENCE CORNER STAMPED RIVER VALLEY SURVEY T6S R93W S2-S1-S11-S12 2009 L.S. #31143 MONUMENT RECORD FILED PER THIS SURVEY LOT 3 MCKENNIS SUB. EXEMPTION LOT 2 REC NO.420199 FOUND 30' WC BRASS CAP FOR N16 SEC. 11 & 12 P.L.S. #9009 — G04 T`ARGAD 223 (-GREEN-LAN MEKADOJA LLC REC # 920897 (FORMERLY REC #172258) FOUND #5 REBAR & 1.25" ORANGE PLASTIC CAP STAMPED "P.L.S. #14111" BEARS S87° 09' 07' E 2.00' FOUND #5 REBAR & 1.25" ORANGE PLASTIC CAP STAMPED "P.L.S. # 1143" BEARS S68° 54' 11" = 4.81' 60.0' WIDE PUBLIC R.O.W. LOT 1 HES 51 COUNTY ROAD 223 LLC 371,793 sq.ft.± 8.535 acres± FOUND #5 REBAR WITH _ 1.25" RED CAP P.L.S. #14111 BEARS S81° 48' 51"E 1.49' 7 0 c z 0 FOUND #5 REdAR WITH 1.25" PLASTIC CAP PIL.S. #34585 BEARS N53° 54' 15"E 3.41' FOUND 3.25" ALUMINUM CAP ON 2" STEEL ROD, 4" ABOVE GROUND ALONG NORTH SOUTH FENCELINE STAMPED T6S R93W a S11-S12 #L.S. 9009 (1992) MONUMENT RECORD FILED PER THIS SURVEY 1 FOUND 3.5" ALUMINUM CAP ON #6 REBAR, FLUSH WITH GROUND, STAMPED RIVER VALLEY SURVEY T6S R93W 1/4 S1-S12 2001 L.S. 31143 MONUMENT RECORD FILED PER THIS SURVEY CHRISTOPHER REC NO. 454258 FOUND #5 REBAR WITH 1.25" RED PLASTIC CAP P.L.S. #14111 EARS N77° 16' 23"E 5.50' HOFFMEISTER REC NO. 765375 i FOUND #5 REBAR WITH 1.25" PLASTIC CAP P.L.S. #34585 N54° 51' 43"E 5.79' i -- N\GNM AV -OR6 AO 8'-2A CO\63 6K 1-) pC,2 MONUMENT LEGEND :r i SECTION CONTROI1 MONUMENT O INDICATES FOUND IOR SET MONUMENT, AS SHOWN SURVEY CONTROL MAP SCALE: 1" = 250' TITLE CERTIFICATE I, AN ATTORNEY LICENSED TO PRACTICE LAW IN THE STATE OF COLORADO, OR AGENT AUTHORIZED BY A TITLE INSURANCE COMPANY, DO HEREBY CERTIFY THAT I HAVE EXAMINED THE TITLE TO ALL LANDS SHOWN UPON THIS PLAT AND THAT TITLE TO SUCH LANDS IS VESTED IN ,FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES (INCLUDING MORTGAGES, DEEDS OF TRUST, JUDGMENTS, EASEMENTS, CONTRACTS AND AGREEMENTS OF RECORD AFFECTING THE REAL PROPERTY IN THIS PLAT), EXCEPT AS FOLLOWS: DATED THIS DAY OF , A.D., 2020. TITLE COMPANY: AGENT OR ATTORNEY COLORADO ATTORNEY REGISTRATION NO. BOUNDARY NOTES 1) THE CONTROLLING BOUNDARY DESCRIBED IN THE 1950 DEED RECORDED AS RECEPTION NO. 172258 ESTABLISHED A BASIS OF BEARING OF N00°17'00"W ALONG THE WEST LINE OF THE NW4 OF SECTION 12, WHICH IS CONSISTENT WITH THE MOST CURRENT MONUMENT RECORD ON FILE. 2) SUBJECT BOUNDARY IS PLACED AND DESCRIBED BASED ON THE BOUNDS CONTAINED IN THE VESTING DEED, TO WIT: SUBJECT PROPERTY IS BOUNDED TO THE SOUTH AND EAST BY COLORADO STATE HIGHWAY NO. 6&24 AS DESCRIBED IN THAT DOCUMENT RECORDED IN BOOK 188 AT PAGE 349, TO THE WEST BY THAT PROPERTY DESCRIBED IN THAT DOCUMENT RECORDED AS RECEPTION NO. 172258, AND TO THE NORTH BY COUNTY ROAD 221, A 60' WIDE RIGHT-OF-WAY, ESTABLISHED BY THE SOUTHERLY BOUNDARY LINE OF MCKENNIS SUBDIVISION EXEMPTION. SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM VICINITY MAP SCALE: 1" = 2000' COUNTY COMMISSIONER'S CERTIFICATE BASED UPON THE REVIEW AND RECOMMENDATION OF GARFIELD COUNTY DIRECTOR OF COMMUNITY DEVELOPMENT, THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO, HEREBY APPROVES THIS SUBDIVISION PLAT THIS DAY OF , A.D., 2020, FOR FILING WITH THE CLERK AND RECORDER OF GARFIELD COUNTY AND FOR CONVEYANCE TO THE COUNTY OF THE PUBLIC DEDICATIONS SHOWN HEREON, SUBJECT TO THE PROVISIONS THAT APPROVAL IN NO WAY OBLIGATES GARFIELD COUNTY FOR THE FINANCING OR CONSTRUCTION OF IMPROVEMENTS ON LANDS, PUBLIC ROADS, HIGHWAYS OR EASEMENTS DEDICATED TO THE PUBLIC, EXCEPT AS SPECIFICALLY AGREED TO BY THE BOARD OF COUNTY COMMISSIONERS BY SUBSEQUENT RESOLUTION. THIS APPROVAL SHALL IN NO WAY OBLIGATE GARFIELD COUNTY FOR THE CONSTRUCTION, REPAIR OR MAINTENANCE OF PUBLIC ROADS, HIGHWAYS OR ANY OTHER PUBLIC DEDICATIONS SHOWN HEREON. CHAIRMAN, BOARD OF COUNTY COMMISSIONERS GARFIELD COUNTY, COLORADO WITNESS MY HAND AND SEAL OF THE COUNTY OF GARFIELD. ATTEST: COUNTY CLERK COUNTY SURVEYOR'S CERTIFICATE APPROVED FOR CONTENT AND FORM ONLY AND NOT THE ACCURACY OF SURVEYS, CALCULATIONS OR DRAFTING, PURSUANT TO C.R.S. § 38-51-101 AND 102, ET SEQ. DATED THIS DAY OF ,A.D., 2020. GARFIELD COUNTY SURVEYOR BY DEPUTY CERTIFICATE OF TAXES PAID I, THE UNDERSIGNED, DO HEREBY CERTIFY THAT THE ENTIRE AMOUNT OF TAXES AND ASSESSMENTS DUE AND PAYABLE AS OF ; UPON ALL PARCELS OF REAL ESTATE DESCRIBED ON THIS PLAT ARE PAID IN FULL. DATED THIS DAY OF A.D., 2020. TREASURER OF GARFIELD COUNTY SURVEYOR'S CERTIFICATE I, MARK S. BECKLER, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO, THAT THIS PLAT IS A TRUE, CORRECT AND COMPLETE PLAT OF THE HES 51 MINOR SUBDIVISION AS LAID OUT, PLATTED, DEDICATED AND SHOWN HEREON, THAT SUCH PLAT WAS MADE FROM AN ACCURATE SURVEY OF SAID PROPERTY BY ME, OR UNDER MY SUPERVISION, AND CORRECTLY SHOWS THE LOCATION AND DIMENSIONS OF THE LOTS, EASEMENTS AND STREETS OF HES 51 MINOR SUBDIVISION AS THE SAME ARE STAKED UPON THE GROUND IN COMPLIANCE WITH APPLICABLE REGULATIONS GOVERNING THE SUBDIVISION OF LAND. IN WITNESS WHEREOF, I HAVE SET MY HAND AND SEAL THIS DAY OF , A.D.,2020 . MARK S. BECKLER, COLORADO PROFESSIONAL LAND SURVEYOR NO. 28643 CLERK AND RECORDER'S CERTIFICATE THIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE CLERK AND RECORDER OF GARFIELD COUNTY, COLORADO, AT O'CLOCK ON THIS DAY OF , 2020, AND IS DULY RECORDED AS RECEPTION NO. CLERK AND RECORDER BY DEPUTY 3/5/2020 - 19040.01 - G:\2019\19040\SURVEY\Survey DWGs\Survey Plots and Exhibits\19040 PLAT.dwg FINAL PLAT OF: HES 51 MINOR SUBDIVISION 10.0 SETBACK 20.0' WATER EASEMENT POINT OF BEGINNING `.. BEING SITUATED IN SW4NW4 OF SECTION 12. TOWNSHIP 6 SOUTH, RANGE 93 WEST OF THE 6TH P.M., COUNTY OF GARFIELD, STATE OF COLORADO. SHEET 2 OF 2 FOUND #5 REBAR & 1.25" ORANGE PLASTIC CAP STAMPED "P.L.S. #14111" BEARS S87° 09' 07"E 2.00' N89° 33' 09"E 324.54' GUND #5 RCBf\W&-1-25"6RARtGf — - - — - - - 1#5 RCBAR WITH-3.�5� PLASTIC CAP STAMPED "P.L.S. #31143" PLASTIC CAP P.L.S. #28643 BEARS S68° 54' 11"E 4.81' FLUSH WITH GROUND NO° 29' 00"E 572.82' N m 305.35' 0 1 N89° 35' 00"E 806.97' 195.31' ----------- -- I_LI _ ----------- - — - 25.0' SETBACK I II 10.0' WATER EASEMENT I I I I I I I I I I I III N36° 48' 13"E 60.19' SO° 14' 32"W 46.99' L 10.0' WATER EASEMENT 10.0 SETBACK N2° 05' 43"E 167.79' N89° 32' 28"E 285.58' LOT 3 3.561 Ac ± 155,116 Ft2 ± i 6$66, 3$ 8' RD102 '2g 3135,,,� C0,5�229g 13 50.0 SETBACK FOUND #5 REBAR WITH 1.25" RED CAP P.L.S. #14111 POINT OF BEGINNING BEARS N81° 48' 51"W 1.49' FOUND 3.25" ALUMINUM CAP ON 2" STEEL ROD, 4" ABOVE GROUND ALONG NORTH SOUTH FENCELINE STAMPED T6S R93W 4 S11-S12 #L.S. 9009 (1992) MONUMENT RECORD FILED PER THIS SURVEY NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. Oe\ta=6° 0 00 431- `3 O,� W 5 Ch 0 g055 =431.29, Ch rn N c-1 N of - 25.0 SETBACK - 10.0' WATER EASEMENT 10.0 SETBACK FOUND #5 REBAR WITH 1.25" RED PLASTIC CAP P.L.S. #14111 BEARS N77° 16' 23'E 5.50' -SET #5-RFEAR-WITH 1.2.5'---------------------- PLASTIC CAP P.L.S. #28643 FLUSH WITH GROUND 10.0 SETBACK N v, ---------494.9-72---- --- — —— — LOT 2 2.064 Ac ± 89,929 Ft2 ± S2° 51' 50"W 485.67' 50.0 SETBACK SET #5 REBAR WITH 1.25" PLASTIC CAP P.L.S. #28643 FLUSH WITH GROUND GRAPHIC SCALE 25.0 SETBACK 10.0 SETBACK 306.30' SET #5 REBAR WITH 1.25" PLASTIC CAP P.L.S. #28643 FLUSH WITH GROUND N88° 09' 05"W 510.94' C.0 a 00 oo _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 10 0 IRRIGATION LOT 1 EASMENT 2.909 Ac ± 0 126,743 Ft2 ± wl u) LnI ° N FOUND #5 REBAR WITH ORANGE PLASTIC CAP P.L.S. #34585 BEARS N53° 54' 15"E 3.41' 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. U.S. SURVEY FEET SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM 5 SET #5 REBAR WITH 1.25" PLASTIC CAP P.L.S. #28643 FLUSH WITH GROUND ° 411- 50.0 SETBACK SET #5 REBAR WITH 1.25" PLASTIC CAP P.L.S. #28643 FLUSH WITH GROUND FOUND #5 REBAR WITH 1.25" - ORANGE PLASTIC CAP P.L.S. #34585 N54° 51' 43"E 5.79' 25.0 SETBACK BOUNDARY NOTES 1) THE CONTROLLING BOUNDARY DESCRIBED IN THE RECORDED 1950 DEED RECORDED AS RECEPTION NO. 172258 ESTABLISHED A BASIS OF BEARING OF NOO°17'00"W ALONG THE WEST LINE OF THE NW4 OF SECTION 12, WHICH IS CONSISTENT WITH THE MOST CURRENT MONUMENT RECORD ON FILE. 2) SUBJECT BOUNDARY IS PLACED AND DESCRIBED BASED ON THE BOUNDS CONTAINED IN THE VESTING DEED, TO WIT: SUBJECT PROPERTY IS BOUNDED TO THE SOUTH AND EAST BY COLORADO STATE HIGHWAY NO. 6&24 AS DESCRIBED IN THAT DOCUMENT RECORDED IN BOOK 188 AT PAGE 349, TO THE WEST BY THAT PROPERTY DESCRIBED IN THAT DOCUMENT RECORDED AS RECEPTION NO. 172258, AND TO THE NORTH BY COUNTY ROAD 221, A 60' WIDE RIGHT-OF-WAY, ESTABLISHED FROM THE SOUTHERLY BOUNDARY LINE OF MCKENNIS SUBDIVISION EXEMPTION. 3/5/2020 - 19040.01 - G:\2019\19040\SURVEY\Survey DWGs\Survey Plots and Exhibits\19040 PLAT.dwg CD 0 r J 0 O 0 O rn 0 0) 0 J 0 J 0 O 0 O rn 0 N 0 SOPRISENGINEERING, LLC, CIVIL CONSULTANTS III----------------------------------------------------------------------- Ill III 502 MAIN STREET CARBONDALE, CO 81623 (970) 704-0311 FAX: (970)-704-0313 I III I0 -*I �n ��n CII; 1 - -an pan 1,�, -—--—--—--—---- -—--—--—-- 25.0 SETBACK EXISTING OUT BUILDING/SHED I --- ------- - -- ----—- --- - — -- -- --- ACK 25.0'SETBACI� W NT W W W W W W RI W w JW EXISTING + • r R BE I ' I I W VED REMOVED 3 I I I x I I EXISTING OUT \ W I I EXISTING WELL 10.0' WATER EASEMENT HOUSE NO LONGER IN USE I BUILDING/SHED W DESIGNED BY W \ DRAWN BY - 1 W CHECKED BY I I r1rN �T 10.O SETBACK --- I 10.0�DATE: 04-10-20 NEW WATER LINE (SETBACK I W JOB NO. 19040 INSTALLED TO LOT W 3 1 1 FOR USE FROM x 5.0 SETBACK 10.0' WATER EASEMENT I I I 3 1 I NEW WELL. I I I 10.0 SETBACK L}...-- x I I 10.0 SETBACK I EXISTING HOUSE ~ 10.0 SETBACK ` 3 I 1 NEW UNDERGROUND ELECTRICAL LINE INSTALLED I I I UNDER PERMIT #BLMF-5660 I I i I LOT 1 WELL AND PUMP HOUSE I ----------------- - - — ------ . % r1 INSTALLED UNDER WELL PERMIT I $..-_ - --- W W x - - - - — - n )AD 233 LLC AD 233 COLORAD( APPLICATION #9867 I W W W -------------------- W ----- ------------I1_J --- _t_ u x--- C 3I R I =-X ---- W------------ ----------- w----- w ] - - I I I I STING I -_--- 11101 --_--- --- _------ ,p ,/ IRRIGATION ATION RISER I 10.0' IRRIGATION EASMENT '� (TYP) x /10.0 /// WATER EASEMENT * I I II I FOR LOT-_—_--_----1_-__-_--------- -__-_-----I-- , Q LOT 2 I z = W w W W W W W W __ /si 0 1 z - - Ac 16 I �_ 20.0' WATER EASEMENT WATER LINE I / LOT 3 EXTENDED TO LOT x Z Z 2 FOR FUTURE I O II USE D DO Qc ,S,Ya17 U O O v) L..)c) x HES51» 51( GARFIEL cC DRY HYDRANT INSTALLED0 I PER BUILDING PERMIT I I I z #BLMF-5660 I I I 3 x ' ' \ COMMERCIAL I BUILDING & OFFICE / I I I I I I I — x X I I I I I � � � x I 50.0 SETBACK / / / / / / (N i x -- -- / / / XSA XSA XSA I -- ----- 1 / OWTS FOR LOT 3 INSTALLED -- ' / UNDER Permit # SEPT-5661 / / 50.0: / / SETBACK v / / / / DATE REVISION / / / / / 50.0 / SETBACK / / / 2 / 0 / / 0z / / GRAPHIC SCALE / / 30 0 15 30 60 120 ( IN FEET ) 1 inch = 30 ft. elliiiii'811 ® yip„ Know below. TITLE UTILITY PLAN what's Call before you dig. CALL S DAYS INBEFORE 2YOUSINEDIGSGRADE, OR AEDXCA VANCE ATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES DRAWING NO. 0