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02.0 Lodging Land Use Application Part 2
THE RED BARN GVEST 3Rk%ivcx EXHIBIT 10 momor-% 3� �o s '.f W 0 o o � U ca .� o 0 -0 O +- oo U Z5Pu w I� c i .�+ Oco co e� c L ca co k OE momor-% TI-ZE RED S N G ST CH EXHIBIT 11 F� a w F a zsz avoa AiNnoo anVI,����dnarw .�. 0 41 �a 4' }h o 4 i$ �m W P�. 41 S Ingg Y ti� 4' }h 4 i$ i 4yyt}} � fl z Ei ii it I� NJ i ii 13 O I II E$ y 3 � z E TZZE RED SARK GUEtST RANCH EXHIBIT 12 MOUNTAIN CROSS f ENGINEERING, INC. l Civil and Environmental Consulting and Design June 19, 2017 Red Barn Guest Ranch C/O Mr. Larry Halonen 26432 El Mar Drive Mission Viejo, CA 92691 RE: Red Barn Guest Ranch, 345 Mid Valley Lane, Newcastle, CO — Site Drainage Dear Mr. Halonen: The purpose of this correspondence is to discuss the site grading and drainage. The project proposes to construct a reception center for events serving up to 300 people. The project is located in Peach Valley, to the east of Silt and to the west of New Castle, at 345 Mid Valley Lane. No site grading or drainage improvements are anticipated as part of the proposed remodeling of the structures. On Wednesday June 14, 2017, the existing site drainage was reviewed. The site seems to have gentle sloping grades that drain generally to the southwest. No areas of ponding water were observed. Existing grading and drainage appears to be functioning adequately. The conclusions and opinions that are expressed above are based on the information available at the time of preparation of this letter. Any additional information presented afterward may require that these opinions be modified. Thank you for the opportunity to provide this letter. Feel free to call if you have any questions, concerns, or comments. Sincerely, Mountain Crass Engineering, Inc. Chris Hale, PE 826'/2 Grand Avenue, Glenwood Springs, CO 81601 P. 970.945.5544 F: 970.945.5558 www.mountaincross-eng.com THE REDS N G ST CH EXHIBIT 13 TxE RED sARrT GUEST Xt�ivCx Garfield County Community Development Department 108 Eighth Street, Suite 401 Glenwood Springs, CO 81601 RE: Request for waiver to provide Landscape Plans 7-303 LANDSCAPING STANDARDS: The majority of the property is lush grassy pastures that are fully watered and green. The areas of the site that will be used for events and Guest Houses are already landscaped and we will be adding only minimal plantings. We request a waiver from the Landscape Plan requirements. Attached are photos of the existing landscaping. Sincerely, Lawrence R. Halonen Managing Partner, Red Barn Guest Ranch, LLC THE RED BARN GUEST RANCH EXHIBIT 14 TxE RED $ARiv GVEST 3R-1&rT4C3H1[ Following are specific responses to Impact Analysis, Items 1-8 of Section 4-203(G); 1. ADJACENT LAND USE. See attached "Google Earth" map of property within 1,500 foot radius of our project. As shown, properties to the east, south and west comprise horse ranches similar to our existing and proposed use. There are a few residences to the north of the property with BLM land beyond them. 2. SITE FEATURES: The property is relatively flat, sloping slightly to the southwest. It is primarily horse pastures with existing barns, residence, guest houses, large garage/ Carriage House, riding arena and landscaped lawns and orchards. All existing site features and improvements will be unchanged. There are no streams, lakes or high water areas subject to flooding present. 3. Soil is sandy loam and no new buildings or structures are being added. 4. NATURAL AND GELOGIC HAZARDS: N/A 5. GROUNDWATER AND AQUIFER RECHARGE AREAS: N/A 6. ENVIRONMENTAL IMPACTS: a. Longterm flora and fauna is not changed or impacted. b. Environmental resources and wildlife habitat is unaffected. c. No hazardous attractions are being created. d. No radiation hazards are being created. 7. NUISANCE: 1. Some dust can be generated by the minimal traffic expansion of 3 cars per daily use of the guest units. Traffic will be on our graveled driveway which will minimize any dust. Parking for guests will be on existing gravel drives adjacent to the Guest Houses which will alleviate any generation of dust. 2. No smoke or odors will be generated. 3. There will be no fumes, glare, vibration or other emanations generated. 4. Noise will be from traffic to the houses and any use of the guest houses. It will be no more than generated by typical residential use. 8. HOURS OF OPERATION: The hours of operation will be daily use by guests. TI-ZE RED 3RALJFtM G ST lRlqLW4C3HU EXHIBIT 15 grlwE RED IMIVIEUNT GILJIBSqP CZ -I DEVELOPMENT AGREEMENT: The project is not phased and we hereby request a waiver of a "Development Agreement". THE RED BARN GUE �T RANCH EXHIBIT 16 TIDE RED SARN GVEST 3Ft1&iv4C3H1[ PUBLIC IMPROVEMENTS AGREEMENT: No Public Improvements are being added and we hereby request a waiver of a "Public Improvements Agreement". TZ -IE RED SgRN GUEST RANCH EXHIBIT 17 TxE RED sARiv GUEST ]RULivCx REQUEST FOR TRAFFIC STUDY: Attached is a traffic study by Chris Hale of Mountain Cross Engineering addressing a separate and concurrent application for events on the subject site. This traffic study was based on a trip count of 154 cars. Our project will add 3 cars to the total trip count. This is a very minor addition and we ask that this Traffic Study be used to support our Land Use Change Application. `�. MOUNTAIN CROSS SLA ENGINEERING, INC. Civil and Environmental Consulting and Design March 30, 2017 Red Barn Guest Ranch CIO Mr. Larry Halonen 26432 El Mar Drive Mission Viejo, CA 92691 RE: Red Barn Guest Ranch., 345 Mid Valley Lane, Newcastle, CO — Traffic Waiver Dear Mr. Halonen: The purpose of this correspondence is to aid the request for a waiver from providing a Traffic Analysis. The project proposes to construct a reception center for an events serving up to 300 people. The project is located in Peach Valley, to the east of Silt and to the west of New Castle, at 345 Mid Valley Lane. The anticipated traffic generated was estimated based upon the Trip Generation Manual, Seventh Edition by the Institute of Transportation Engineers, 2003. However, there is not a traffic generation study for Reception Center. Instead, average daily traffic was estimated from studies on Church (560). The reception center is estimated as 4,200 square feet: • Church (560): Average Vehicle Trip Ends vs. 1,000 sq. ft. Gross Floor Area On a Sunday (50% entering, 50% exiting) Average Rate = 36.63 Trips per 1,000 sq. ft. Gross Floor Area 4.2 * 36.63 => 154 Trips Based on the 2002 Transportation Study by Garfield County the Average Daily Traffic on Mid Valley Lane (County Road 262) was 336 Trips. No counts were provided for the 2014 Transportation Study. Assuming a 5% per year growth factor, the 2002 counts could be projected to 665 trips per day. When added together, the estimated total trips on Mid Valley Lane would be 820 trips per day. The Highway Capacity Manual, by the Transportation Research Board, estimates the capacity of a traffic lane at 3,200 vehicles per hour. The proposed reception center plus background traffic inflated from the traffic last counted to the current year is estimated to be 820 trips per day which is much less than capacity. Additionally the peak hours of use would be on the weekends and at mid-day. This is different from typical traffic patterns which have weekday AM and PM peaks that correspond to daily commuters. 8261/2 Grand Avenue, Glenwood Springs, CO 81609 P: 970.945.5544 F: 970.945.5558 www.mountaincross-eng.com Red Barn Guest Ranch Page 2 of 2 March, 2017 It is our opinion that the above findings support the request that a traffic study could be waived. Thank you for the opportunity to provide this letter. Peel free to call if you have any questions, concerns, or comments. Sincerely, Mountain Cross Engineering, Inc. Chris Hale, PE Mountain Cross Engineering, Inc. Civil and Environmental Consulting and Design 826 Y2 Grand Avenue, Glenwood Springs, CO 81601 P: 970.945.5544 F: 974.945.5558 www.mountaincross-eng.com MOUNTAIN CROSS ENGINEERING, INC. Civil and Environmental Consulting and Design June 19, 2017 Red Barn Guest Ranch C/O Mr. Larry Halonen 26432 El Mar Drive Mission Viejo, CA 92691 RE: Red Barn Guest Ranch — Traffic Additional Information Dear Mr. Halonen: The purpose of this correspondence is to aid the request for a waiver from providing a Traffic Analysis. The project proposes to construct a reception center for events serving up to 300 people. The project is located in Peach Valley, to the east of Silt and to the west of New Castle, at 345 Mid Valley Lane. In a previous letter from this office dated March 30, 2017, traffic generation was estimated from the reception center to be 154 Trips. Background traffic was estimated from the 2002 Transportation Study by Garfield County, with an applied 5% per year growth factor, as 665 trips per day. When added together, the estimated total trips on Mid Valley Lane would be 820 trips per day. On Wednesday June 14, 2017, the existing Mid Valley Lane was reviewed. Based on the amount of traffic that was observed, it is believed that the above estimate for background traffic are inflated from actual. However, the trips from the 2002 study was 336 trips and the estimated trips to be generated of 154 trips would put Mid Valley Lane into the Minor Collector roadway classification. Based on field measurements the general dimensions of Mid Valley Lane are as follows: • Right -of -Way 45' +/- • Pavement Width 21' • Shoulder Width 0 • Road Side Ditches Varies from 11' to 2.5' The Roadway Standards for a Minor Collector are as follows: • Right -of -Way 60' • Pavement Width 24' • Shoulder Width 10' • Road Side Ditches 10' Mid Valley Lane does not meet the requirements for a Minor Collector as currently constructed. There is a practical limitation for improving Mid Valley Lane because the roadway standards would require a minimum of 56'; condemnation of adjacent private properties would be necessary 8261/2 Grand Avenue, Glenwood Springs, CO 81601 P: 970.945.5544 F: 970.945.5558 www.mountaincross-eng.com Red Barn -Traffic Page 2 of 2 .Pune, 2017 since there is only 45' available_ It bears mentioning that the road currently does not meet the geometry requirements of what would be its current classification as a Secondary Access. Mid Valley Lane otherwise is a safe straight road with adequate site distance. The road as constructed would adequately serve the proposed use. Additionally the peak hours of the proposed use would be on the weekends and at mid-day. This varies from typical traffic patterns which have weekday AM and PM peaks that correspond to daily commuters. The conclusions and opinions that are expressed above are based on the information available at the time of preparation of this letter. Any additional information presented afterward may require that these opinions be modified. Thank you for the opportunity to provide this letter. Feel free to call if you have any questions, concerns, or comments. Sincerely, Mountain Cross Engineering, Inc. Chris Hale, PE Mountain Cross Engineering, Inc. Civil and Environmental Consulting and Design 826'/2 Grand Avenue, Glenwood Springs, CO 81601 P: 970.945.5544 F: 970.945.5558 www.mountaincross-eng.com TxE RED B�rr;iv GILTIES"9r ]RI&ivCx EXHIBIT 18 TSE RED IBI&JRM GXTJB S73r XII&W40IFY WATER SUPPLY: Attached are the following exhibits verifying the existing wells ability to serve the project; 1. Letter from Colorado River Engineering addressing the separate and concurrent application for an events center on the subject property. Conclusions were that the water supply and quality was more than adequate for the subject use. The addition of the 3 guest bedrooms is very minor and we ask that this study be used to evaluate the water supply. 2. Copies of the Colorado Division of Water Resources well permits 3. Results of well tests by Ray's Well Done Pump Service 4. West Divide Water Conservancy District Water Allotment Contract jo R�IVE R� INC OR PORA'r£o May 5, 2017 Larry and Mary Pat Halonen c/o Red Barn Guest Ranch, LLC 345 County Road 262 New Castle, CO 81647 RE; CRE Job #1142 -Red Barn Guest Ranch, LLC- Water Supply Mr. and Mrs. Halonen: Colorado River Engineering, Inc has prepared this letter to address Garfield County's water supply and distribution requirements for the planned commercial development of a guest ranch and wedding venue. The guest ranch is contemplated to have two guest houses as well as 7,000 square feet of commercial area associated with the wedding venue, and 28 head of livestock. The wedding venue anticipates serving an average of 100 people for 52 weeks out of the year. This frequency of events does not qualify as a transient, non -community water system and is therefore not subject to the additional monitoring requirements of that type of water system. In order to address the requirements outlined in Section 4-203 (M) of the Garfield County Land Use and Development Code, four-hour pump and water quality tests were performed on the existing (unpermitted) well that will be serve as the water source for commercial uses. Legal Supply The Red Barn Guest Ranch (hereafter referred to as "The Ranch") is in the process of permitting the historic well on the property that will serve the wedding venue, referred to as the "Barn Well" (Figure 1). Because the wedding venue will expand the use of the well for commercial activities, the well will be permitted as a non-exempt, augmented well. The Ranch has acquired a West Divide Water Conservancy District contract (#17042QLMH(a)) to cover out of priority depletions to the Colorado River associated with the wedding venue. A copy of the contract is provided in Appendix A. The contract covers 0.73 acre feet of depletions (including 5% transit loss) associated with 2 guest houses, 7,000 square feet of commercial space and 28 head of livestock. No irrigation uses are included in this contract because the Ranch also holds five WOO RADO R I V EN6INEER INEi INCORPORATED percent interest in the Roseman (aka Thompkins) Ditch and 12 shares in the Ware and Hinds Ditch Company. Well Construction The well to be used for the Ranch was never recorded with the State of Colorado. On April 13, 2017, a post -construction well test was performed by Ray's Well Done Pump Service, LLC. This report will be used to permit this well for the uses covered on the West Divide Contract. Once the well permit is finalized, it will be provided. Well Yield Tests The Garfield County Land Use and Development Code requirements for well water quantity testing are outlined in Section 4-203 (M)(1)(b)(5)(a). A four hour pump test was performed by Ray's Well Done Pump Service, LLC (State License: #1419). Results are summarized below and the report can be found in Appendix B. The well was pumped continuously for four hours and averaged 12.5 gallons per minute. The static water level was 89.1 feet and the well depth was reported to be 110 feet. The well is equipped with a 3/ horsepower pump. The total draw down over the four hour test was 0.4 feet. The well made a full recovery within five minutes after pumping ceased. Over four hours, 12.5 gallons per minute yields 3,000 gallons, which is substantially more water than would be required for the anticipated commercial uses. Water demand for this well is fairly uniform throughout the year because there is no irrigation uses associated with the well. Demands for the guest houses are estimated to be 0.53 gallons per minute (gpm). Demands associated with the commercial uses are estimated to be 0.98 gpm and livestock demand at 0.23 gpm. These uses total 1.74 gpm. Even under peak conditions, the 12.5 gpm production of this well is more than sufficient to supply the anticipated uses. This well is subject to Colorado Revised Statute 37-90-137(2) which requires six hundred foot spacing between non-exempt wells. Well Permit: 117165-A is the closest to the commercial well at the Red Barn Guest Ranch, however the distance from well to well will need be verified. If it is within the spacing requirement, permission to use the augmented well will be requested from the owner. ,-AD0 RiVER: ENGINEERING INCORPORATED Water Quality The Garfield County Land Use and Development Code requirements for well water quality testing are outlined in Section 4-203 (M)(1)(b)(5)(c) and include: Alkalinity, arsenic, cadmium, calcium, coliform bacteria, chloride, conductivity, copper, corrosivity, fluoride, hardness, iron, lead, magnesium, manganese, nitrate/nitrite, pH, sodium, sodium adsorption ratio, sulfate, total dissolved solids, uranium, zinc and alpha/beta radioactivity. Although the Colorado Department of Public Health and Environment's (CDPHE) Colorado Primary Drinking Water Regulations (CPDWR) generally apply only to public water systems and not to private water systems, the maximum contaminant levels contained in the CPDWR were used for reference. Water quality samples were obtained by Ray's Well Done Pump Service and sent to Accutest Laboratories. Laboratory results are provided in Appendix C, the well that will be used for commercial purposes is labeled as the "Barn Well". Please note that the project name was incorrectly transcribed and should read "Red Barn Guest Ranch", not "Ped Bar N Ranch". All required water quality parameters are within the State's established maximum contaminant levels as outlined in the CPDWR. Fecal coliform was indicated to be <2 per 100ml, which is the lowest possible detection limit and indicates fecal coliform is not present. As of this writing, the Gross Alpha/Beta radioactivity test had not been completed. Once those results are received and reported, the water quality testing completed satisfies Section 4-203 (M)(1)(b)(5)(c) of the Garfield County Land Use and Development Code. It is our opinion that the water supply for the proposed commercial wedding venue 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. Wendy Ryan C�Iwatlo DeparS .t of Natural Resources CO[WW.gW I cmnct lis 11a� 1 1 r D1VI-JI'Did .a l !� r t . Colorado's Well Permit Search THIS PAGE IS NOT THE ACTUAL PERMIT The information contained on this page is a summary of the permit Me and may not reflect all details of the well permit, (full Disclaimer} Wel[ Constructed Help LastRefrgdt: Receipt: 36802006 Dw sum: 5 Permit #: 92777--A Water District: 39 Well Name 1 #: County: GARFO D Designated Basin: Management District: Case Number. WDID: [-] Imaged Documents - Permit Fite Document Name Date Imaged Annotated ori incl Replacement File 06)20/2017 No Peffflid Well 06/14/2017 No [-] Applicant/Conrad Applicant/Coolact Name Mailing Address City/S7ate/Zip RED DARN GUEST RPNni 345 COUNTY ROAD 262 NEW CASTLE, CO 61647 1-1 Location Information Approved Well Location: Q40 Quip Section Township Range PM Fool from Section Lines SE NW 6 55 91W Sixth Northing (UTM y): 4381705.0 Easting (IrIM x): 276693.0 Location Accuracy: User suppiied Subdivfsbn Name Filing Bloch Lot Parcel ID: 218106300135 Acres in Tract: [-1 Permit Details Date Issued: 06/13/2017 Date Expires: Uses (Se Anyocd /b, r lnfamaton) General Use(s): Domestic Aquifer(s): ALL UNNAMED AQUIFERS Inigati Special Use: Area which may be irrigated: 1 ACRES Annual volume of appropriation: 1 Statute: Cross Reference PermO(s): Permit Number Receipt 92777-- 911447B Comments: [-] Construction)USage Details Well Construction Date: 04/13/2017 Pump, Installation Date: Well Plugged: 1st Beneficial Use: Elevation Depth Perforated Casing (Top) Perforated Casing (Bottom) static Water Level Pump Rate [-] ApplicationlPermlt History Permit issued 06/13/2017 Application Received 061 Pump Installed 04/13/2017 Well Constructed 0 411 31201 7 Disclaimer 'The informatign come ined an li Moe is a summaryof the pWRftBgi many n fl details of the well Real THIS PAGE IS NOT Tele ACTUAL PERMIT This r any l I consideration. W_detennainell of the well to determine construction information. orto determine the terms and conditions under which the well can operate. The complete "il permitfile should be viewed to obtain details on the allowed uses and other relevant information. A Complete copy of tltts file is available in the "Tri Documents" section of this page, and can be viewed by opening alt of the docurllent5 listed under that section (documents will open as pdf files). Note that all of the teres and conditions under which a well can operate, particularly for non-fterl wells, may act be specified on the well permit. Wells may also to subject tD re]evaM statutes, mks and -decrees. To leam more about well permitting in Colorado, phase visit DWR'sWell Pefmitlina PAli If you have any questions about this well permit file, please contact the DWR Ground Water Information Desk_ Copyright 0 20M Colorado 0100- of Water Resources.Alf rights reserved. Nome 1 Contact Us I Help I War, links I Colorado,9ov I DNR I Prii Policy I TrarzVa -y online Project (TOP) [alaapo OQWHmmt or Nalua[ Resources ft- � r t CDIDrado's Well Permit Search THIS PAGE IS NOT THE ACTUAL PERMIT The information contained on this page is a summary of the permit file and may not reflect all details of the well permit. (EUIPi WWI C1... Ons,.._.._ tr�tetedHelp lar ueiresh Receipt: 36WZOOA Division: 5 Permit A: 81001- Water District 39 Well Name 18: County: GARFIELD Designated Basin: Management District: Case Number: W DID: [-] Imaged Documents - Permit Kite Document Name Data Imaged Annotated Ql fi 06121/2017 No Permit to Construct aWell 06/1517017 No (-) AppliraMlCanpct Applicant/ContactName Mailing Address City/State/23p REO BARN GUEST R Ui 34s cau crr RMD 262 NEW CASTLE, W S1647 HA ONEN, LARRY 345 Col ROAD 262 NEW CASTLE, W 81647 HALONEN, MARY PAT 345 COUNTY ROAD 252 NEW CASTLE, CO 81547 C-] Location information Approved Well Location: Q40 Q160 Section Township Range PM Footage from Section LiaeS SE NW 6 6S %W Sixth Northing (UTM y): 4381756.0 fasting (UTM x): 276627.0 Location Accuracy: User suppfied Subdivision Name Fling Block Lot Parcel ID: 216106300135 Aches in Tact: [-] Permit Details Date Issued: 06115(2017 Date Expires: Uses (Seel,�gg,y �xrrmentsfprriiore infoinaOaTJ General Use(s): Commensal Aqutfer(S): Special Use: Area which may be irrigai Annual volume of appropriation: 1 Statute: Crass Reference Penmlt(s): Permit Number Receipt Comments: [-] Construction/Usage Details Well construction Date: 04/13/2017 Pump Installation Date: Well Plugged: 1st Beneficial Use: Elevation Depth Perforated Casing (Top) Perforated Casing (Bottom) Static Water Level Pump Rate 110 [-] Application/Permit history Permit issued 06/15/2017 Application Received 06/12/2017 Pump Installed 04/13/2017 Well Constructed 04/13/2017 Disclaimer *Tha infimmination P>ntajnrA on this pane Is a surnmanypWilhe permit file and may not reflect all details oftil well permit. THIS PAGE IS NOT THE ACTUAL PERMIT. This pace should not be used as a basis for any legal gcinisj )Qfptior. to determine the allowed aces of he well to determine MnWli rm ine the terms and Omilltions under wh_K tithe well can pggrate. The complete well permit file should be viewed to obtain details on the allowed uses and other relevant information. A complete copy of this file is available in the "Imaged Documents" section of this page, and can be viewed by opening all of the documents. listed under that section (documents will open as pdf files). Note that all of the [arms and conditions under which a well an aperate, particularly for non-exempt wells, may not be specified on the well permit Wells may also be subject to relevant statutes, rules and decrees. To leam more about well permitting in Colorado, Please visit Dwa s w' elk PemniOino Pace. If you have any questions about this well permit fide, please contact the DWR Ground Water Information i3esk. Capyrighi 2016 Colamdo Divisian of Weber Resources. Ai[ rights reserved. Home I Contact LIS I Help j Water W,ks I Cd—e.Loov : ohR I Privacy Policy I Transparency Or le Project (TGP) calpado.gov I cantactit Ray's Well, Done Pump Service, LLC Ray Witham Apfif 13, 2017 Attn: Red Barn Cwt Rarwh, LLC, RE, Welt Test Ca 345 Mid Valley Rd,INC (House Well) On 4/13/17, a four hour well test was conducted on a well located at 345Mi;d Valley Rd. The foiloydng information was obtained - Approx. Well Depth,.J-- --.............................o....... ......... . .......IM CMing Size ............ -- ... . ............. ..,.,,....,...............................,.........6' ........ ........ 6' stele[ static water teVel ....................... .. ...... I .................. ToLal Test Time .... .......................... Draw, Down ...... ........ .. ...... .... ...... ...... ........ —,93,5 ft,. Production............................... _7 .................. --------- . - . — - -- - I I .O GPM TestPump ..................... .................. ................... ........ Af4 HP Remarks: PJI well equipment is in good worlOg condition. This well made a full recovery in two minutes. Well producWn niay vary throughwt a cahm,,dar year. If there are any questions regarding this weh test, please conte me at 970-379-8017. . erely, Ray Latham Ray's Weli Done Pump Service., LLC 970-379-8017 U,C. # 1419 uc #1419 April 13, 2017 Attn. Red Sam Guest Ranch, LLC, RE, Well Test @ 345 did Valley Rel. Ml (Barn Steil) On 4,/13/17, a tour hour weil teras conduced on a well loc d at 345Mid Valley Rd^c. The foilowing information n was obrained� Approx. Well Dept° —................ .... ... ............ . .......... CasingSize. . . ---- —, . ............ —.... .......-...................................._._..6t" Steel Static Water t�6.._.<............ ........... ---- ................................ ....89.1 ft. Total Test Time...., ..,............. ... .. ..__4...._._................................._A hours Dra v Down ........... ...... . ............................. ...... 9,5 ft, Prodwbon—.— ..................................... ...a, .,,..,... ,.,........._..............12,5 GPM TPump... ............... ..................... .................. ....,..,, .,,............ ,.3/4 HP Rerna-rks_ All welt egwpment is in good woridrtg condition. This well made a full recovery in five minutes. Well production may Crary throughout a calendar year. If there are any questions regardiN this well test, please contact me at 970-379-8017, Sincerely, Ray t-.aarn RaYs Well Done Pump Service, LLC 970-379-8017 Uc. # 1419 P,O, sox 963 kEt�, Gf3 81+65c 470-379-W17 *2419 PAC- FORM IA C - FORM No. POST -CONSTRUCTION WELL INSPECTION REPORT For Office use Only GWS -68 State Of Colorado, Office Of The State Engineer 10/2016 1313 Sherman St., Room 821, Denver, CO 80203 303.866.3581 www.water,state.co.us and dwroermitsontinenstate.co.us 1. Well Permit Number: Receipt Number: 2. Well Owner Information: Name Of Well Owner: kmct ( LC_ Mailing Address: 2,y OR : LU2 City: C State: C�0 up L.vuc. Phone: (ct ) q ' �%%gEmait: 3. Well Location Street Address: 4. GPS Well Location: Zone 12 RIZone 13 Easting: 44-469S Northing: 4P County: 5. Legal Well Location: S u 1/4, t 01 /4, Sec. (4 , Twp. (p ®Nor SM , Range q, L ® E or W Distances from Section Lines: 41-5L,3 ft. from ON or MS section line and 3,041 ft. fromIR or M W section line. i Subdivision: Lot Block Filing / Unit 6. Well Information: Ground Surface Elevation feet Type of Existing Well Who Constructed Well _ Au -/- kh,>A5 Approximate Date CompletedAl-04- lkl�1141114 Who Installed Pump X/44- Approximate Date Pump Installed 1V.»< k-- t cs,.tu Total Depth 11Q feet I Estimated flow rate k gpm Other wells located on this parcel LIg' Distance to nearest septic tank / sewer tine 3ac> feet Distance to nearest leach field SWC) feet 7. For the section below, if stating no for any reason please explain. i is the well in a clean and sanitary location? Is the well maintained in a clean and sanitary condition? Is the ground at the surface sloped away from the well for proper drainage? Is the surface surrounding the well firm and stable? � G Is the well situated in a well house or vault? If so, is the well house or vault in good repair and condition? 1 �S Is the well equipped with a sanitary well seal/cap? Is the well constructed with steel casing at the surface? t' " Does the casing extend at least one (1) foot above the surface? 8. Any Concerns about this well? Recommendations? Specific repairs required? (please number your comments) Please Include Photos 9. Photos available? Y or ®N If emaiting, attach photos; if submitting hardcopy, include printed photos. 10. Disclaimer: By undertaking this well inspection, and completing this report, the undersigned licensed contractor or authorized individual does not certify, and this form should not be interpreted to certify, that this welt was properly constructed or that water from this well is safe to use. This report concerns the condition of the well regarding only those aspects of the well that can be discerned by a non-invasive Inspection, including the location of the well, the condition of the surface completion and surrounding area, and any other observations that can be noted on this form regarding the construction of the well and its condition. Given that no past -construction inspection of the well can affirmatively determine the subsurface condition of the well, the undersigned individual cannot certify that this well is constructed to meet the standards of the Rules and Regulations for Water Well Construction, Pump Installation, Cistern Installation, and Monitoring and Observation Hole/Well Construction (Construction Rules, 2 CCR 402-2), and no liability should be assigned to the contractor inspecting this well regarding the well's construction or the safety of water produced from it. 11. Name: I I,0I 1'1''vn Email: k-e//"/,llC /d9 S �' ��.��ti/tC"r1 r% Li6c ed Cont actor ar--A t orized Individual Onty J ` Signature: Fi" Date of Inspection: `7 �� `�� License No: 4 I ORO P.G., J P.E. FORM No. POST -CONSTRUCTION WELL INSPECTION REPORT For Oft GWS -68 State Of Colorado, Office Of The State Engineer 1012016 9313 Sherman St., Room 821, Denver, CO 80203 303.866.3581 www.water.state.co.us and dwr ermitsontine@state.co.us 1. Well Permit Number: Receipt Number: 2. Well Owner Information: Name Of Well Owner: ReA lIr LLC Mailing Address: ^2 z, r n 0 r, n City:e-W cels. kmte State: Zip Code: ceI le A I Phone: (149 ) ,a, n Email: i< N - 3. Well Location Street Address:3L45 t"R 2(,2 . eW !.c Co 'R V'V 4. GPS Well Location: Zone 12 ■_ Zane 13 Fasting: - Northfng:,r 5 County: 5. Legal Well Location: Se 114, WW 114, Sec. (Q , Twp. ® N or S Range r © E or W Distances from Section Lines:�og�, 5�� ft. from ® N or,21:5 section line and p ft. from /ME or © W section line. Subdivision: Lot Block Filin / 11- 6. Well Information: Ground Surface Elevation feet Who Constructed Well ;'.-42 ` Who Installed Pump _,__ Z4s"4 Total Depth IYO feet I Estimated flow rate J,<_, ; gpm Distance to nearest septic tank / sewer line Aso feet R Type of Existing Well Approximate Date Completed Approximate Date Pump installed Other wells located on this parcel Distance to nearest leach field feet 7. For the section below, if stating no for any reason please explain. Is the well in a clean and sanitary location? 5 Is the we€l maintained in a clean and sanitary condition? rS Is the ground at the surface sloped away from the well for proper drainage? N = _ Is the surface surrounding the well firm and stable? Is the well situated in a well house or vault? If so, is the well house or vault in good repair and condition? Is the well equipped with a sanitary well seal/cap? / Is the well constructed with steel casing at the surface? ti Does the casing extend at least one (i) foot above the surface? 8. Any Concerns about this well? Recommendations? Specific repairs required? (please number your comments) Please Include Photos 9. Photos available? KY or ®N If emailing, attach photos; if submitting hardcopy, include printed photos. 1fl. Disclaimer: By undertaking this well inspection, and completing this report, the undersigned licensed contractor or authorized individual does not certify, and this form should not be interpreted to certify, that this well was properly constructed or that water from this well is safe to use. This report concerns the condition of the well regarding only those aspects of the well that can be discerned by a non-invosive inspection, including the location of the well, the condition of the surface completion and surrounding area, and any other observations that con be noted on this form regarding the construction of the well and its condition. Given that no post -construction inspection of the well can affirmatively determine the subsurface condition of the well, the undersigned individual cannot certify that this well is constructed to meet the standards of the Rules And Regulations for Water Well Construction, Pump Installation, Cistern Installation, and Monitoring and Observation Hotel Well Construction (Construction Rules, 2 CCR 402-2), and no liability should be assigned to the contractor inspecting this well regarding the well's construction or the safety of water produced from it. 11. Name: 1!`W'LGcv Email: Je.,i� r'i C��� r ' �L�riJ S C'y�}9Gtr r •Ct�'3 Lic use�Con, c or Qukhorized individual Only Signature;Date of Inspection: 7License No: l Y/ _; OR 0 P.G., 0 P.E. z 1.�•.Yt a, s.. %'�y rT e �° �, 1 �. III e. o-.,��7. •t �r� r i► ,A :W'�:N , +zhr"�T If f44y �JFT Y41 . 1 4 ,�.� S,a:s' _��S�Ra +t• -.r °�%4' '.,.� � ��r S _- ��._ � ••�+�' a - � _ In � }: _'�t. ��� l�r SFT. � �` r�k a.i. ir it sk • • �a�, � ; n ,fir , ^t :; �,.��,,�r� � - r '` �� 1 ll sa s'Y` � -'.J .F 1 • 1 � � � ���t � 4'. �i. � 1, - x. grp;.145W* +,�: •,� k ,,� - - , �' 77 ' , { y` - � � � - �",$. Jr✓ :ate .. 'SFr. r � 4 e Ili' AW r \ " IPA_ Yr ,Slk t4 � .1�•�'�.. €: — €� i�',�a�r� �. ., .. �"{a]�yy -- �e�i��- air¢ _,.�e..i?`'it5. .. Cyt �',��=x..:.. i... "4�.3E� <. ,.- $ji,`�v �r�. l :� � ['Sti1 �`4 Y Y�db �� �•� �. RQd Barrs [muracf R WEST DIVIDE WATER CONSERVANCY DISTRICT WATER ALLOTMENT CONTRACT Name of Applicant: Quantity of Water in Acre Feet: Print Form 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 seg., (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 ofthis Contract and the attached Application, Applicant hereby agrees to the following terms and conditions: Water Rights: Applicant shall own water rights at the 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 pursuantto administration by the Colorado State Engineer during periods when said direct 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 ofwater 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 the Applicant recognize that some of the 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 the 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. 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-WO547 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 Iand owned, leased, operated, or under Applicant's control. 4. Decrees and Delivery: Exchange releases made by the District out of storage from Ruedi Reservoir, GreenMountain 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 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 governing releases therefrom. Furthermore, the District hereby expressly reserves the right to store water and to make exchange releases from structures that may be built or controlled by the District in the future, so long as the water service to the Applicant pursuant to this agreement, is not impaired by said action. 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, way 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 ofUnderstanding between the District and the Bluestone Water Conservancy District, dated April 26, 2001, is recorded as Reception No. 5&4940, Garfield County Clerk and Recorder's Office. 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 alternate 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 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 ofall 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 (3 0) 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. S. As*,tvnent: 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 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 ofthe 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 consideration 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 ofUse: 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 Applicant's valid well permit before District is obligated to deliver any water hereunder. 17. Measurin 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 Augzmentation 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. B inding 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 ofthis 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 WATERACQUIRED 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 APPLICANT'S WELL OR OTHER WATER RIGHT THAT IS THE SUBJECT OF THIS CONTRACT IS LOCATED OUTSIDE "AREA A" AS DESIGNATED BY TI -M 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 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 Ap ' ant REVA A. WH�TT NOTARY PUBLIC STATE OF COLORADO STATE OF o I, i3 ) NOTARY i D #19984020415 ss. My Commission Expires Septefnkt�r 1,91 COUNTY OF The foregoing instrument was acknowledged before me on this day of ft]�rI 201 by Witness my hand and official seal. My commission expires: 01 � �Ina Notary Public STATE OF C 0 1.0 0 ) ss. COUNTY OF ) The foregoing instrument was acknowledged before me on this 44 day of V -i 20_ _� � by I 7 A G�t 4 LV-- . Witness my hand and official seal. My commission expires: 1'o 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: Secretary WEST DIVIDE WATER CONSERVANCY DISTRICT By President 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 ofthis form, except differentiated additions or deletions, have been approved and adopted by the West Divide Water Conservancy District. Form: WDWCD 01-01-08 CONTRACT. TxE RED $Ar;iv GVEsT XTLjLivCx EXHIBIT 19 June 22, 2017 Hays Construction 1002 Blake Ave Glenwood Springs, CO 81603 To Whom it May Concern: RE: 0345 County Road 262 ANY]'"IR+IE SEWER & DRAIN PO Box 1967 RWu��0��0�0`��� 650 970-208e432 FAX Tank 1: Is a plastic tank 3000 gallons with 3 lid. The baffles, inlet T, outlet T, all look to be property working, load tested the leechfteld and it looks to be in good working order. Condition of the whole system is in good working order. Recommendations: Add a bio filter to the septic tank and make sure owners use bacteria in the septic system. Tank 2: 2 bedrooms house also has a plastic tank 1250 gallons with 2 lids. The baffles, inlet T, outlet T, all look to be properly working. Load tested the leechfeld and it looks to be in good working order. This house has exterior cleanout. Condition of the whole system is in good working order. Recommendations: Also add a bio filter to this septic tank and make sure owners use bacteria in the septic system. Please feel free to call if you have any other questions. Thank you, Respectfully, Scott Moyer q§a.-v Owner Anytime Sewer & Drain Co. inc. is not responsibfe before, during or after this inspection, THE RED S N Cw"ILTISS73r CI-Z EXHIBIT 20 THE RED BARN GUEST IRxivCx Following are specific responses to Article 7, Divisions 1, 2 & 3 items; 7-101 ZONE DISTRICT USE REGULATIONS: The proposed development does not add any further structures, but will minimally expand existing guest bedrooms from 3 bedrooms and baths to 6 bedrooms and baths. Moreover, existing kitchens in each existing guest house will be removed. There will be no kitchens in our proposed guest houses. It is not in a floodplain. Drinking water is provided through state certified wells. Dimensions, frontages, setbacks, etc. are unchanged from existing conditions and compliant with zoning codes. 7-102 COMPREHENSIVE PLAN: The comprehensive plan designates the area as Residential "MH" and is on the edge of the Silt Area Plan "Urban Growth". Our property will remain essentially as is and will feature current horse boarding plus the use of existing buildings for occasional events such as weddings and family or corporate retreats and will minimally expand the existing guest houses from 3 to 6 bedrooms. 7-103 COMPATIBILITY: Properties to the east, south and west comprise horse ranches similar to our existing and proposed use. The daily operation of our facility will remain the boarding and grazing of horses plus the additional guest bedrooms. The residences on these neighboring properties are heavily screened from view, noise, etc. by groves of trees and various ranch buildings. There are a few residences to the north of the property with BLM land beyond them. These residences are also screened from our guest houses by thick groves of trees and lie beyond our large pastures. Use of the guest houses will be of short duration (typically 1 to 3 days for overnight guests). 7-104 SOURCE OF WATER: Water is provided by our own wells, which have been tested and certified by the Colorado Division of Water Resources. The well permit #'s are 92777 and 51008-F. See attached letter from Colorado River Engineering verifying water supply. TxE RED BARiv GVEST x 7-105 CENTRAL WATER DISTRIBUTION: A. Water Distribution: Private wells (see 7-104 above) B. Wastewater Systems: Waste treatment for the additional guest bedrooms shall be provided by separate existing septic tanks and leach fields. The size and adequacy of these tanks is verified by the attached letter from Anytime Sewer & Drain. Each Guest House has its' own septic tank and leach field. We are removing a kitchen and adding 2 baths to one tank and removing a kitchen and adding one bath to the other tank. The tanks are more than adequate to handle this minor change. 7-106 PUBLIC UTILITIES: Existing Utilities and distribution lines are in place, adequate and unchanged. Electricity and natural gas are provided to the property by Excel Energy. Internet and Satellite TV are provided by Direct TV. Phone service is "Vonage". 7-107 ACCESS AND ROADWAYS: Access is provided via County Road 262, roughly % mile north of US -6. No bridges or other concerns are present. Supporting Traffic letters from Mountain Cross Engineering are attached. The driveway into the property is a graveled, private drive for our guests. 7-108 NATURAL HAZARDS: None exist. 7-109 FIRE PROTECTION: Provided by local Fire Department 7-201 AGRICULTURAL LANDS: N/A 7-202 WILDLIFE HABITAT: N/A 7-203 PROTECTION OF WATERBODIES: N/A 7-204 DRAINAGE AND EROSION: See attached letter from Mountain Cross Engineering verifying that the drainage is functioning properly. 7-205 ENVIRONMENTAL QUALITY: No effect on air quality and no hazardous materials. 7-206 WILDLIFE HAZARDS: N/A 7-207 NATURAL AND GELOGIC HAZARDS: N/A THE RED BARN GZTE R qr Cx 7-207 RECLAMATION: N/A 7-301 COMPATIBILITY DESIGN: A. Site Organization: Unchanged from existing layout. B. Operational Characteristics 1. Dust can be generated and mitigated by the following; Traffic expansion is minimal. There will be an increase of 3 cars per daily use of the guest units. Traffic will be on our graveled driveway which will minimize any dust. Parking for guests will be on existing gravel drives adjacent to the Guest Houses which will alleviate any generation of dust. 2. No smoke or odors will be generated. 3. There will be no fumes, glare, vibration or other emanations generated. 4. Noise will be from traffic to the houses and any use of the houses. It will be no more than generated by typical residential use. 5. The hours of operation will be daily use by guests. 6. Buffering is existing and in place via the structures on our property and dense groves of trees shielding adjacent properties. (See attached "Google Earth Photo") 7. Exterior Materials are existing and unchanged. 7-302 OFF-STREET PARKING: A. Required Spaces: Per Table 7-302.A, the required number of spaces for Lodging is 1 space per unit, which we are providing adjacent to the guest houses. (See Site Plan) B. Loading: N/A C. Continuing Obligation: N/A D. Location: All on lot adjacent to units. E. Loading: N/A F. Surface Materials: Guest parking is on existing, graveled drives. They will be expanded to accommodate the added cars (See Site Plan). G. County standard Minimum dimensions will be fully adhered to. H. No compact spaces will be designated. All spaces shall be full sized. I. Loading Berths: N/A J. Handicap spaces will be provided as required. K. Each space will have unobstructed access (See Site Plan) L. No Tandem Parking will be provided. M. Backing onto Public Street: N/A TxE REn $ARiv GUEST RANCH N. Access Driveway: The driveway shall be 20' wide as recommended by Chris Hale, our traffic engineer. There is clear vision at the entrance to the county road with no plant material higher than 30" within 20' of the driveway centerline. 7-303 LANDSCAPING STANDARDS: The majority of the property is lush grassy pastures that are fully watered and green. The areas of the site that will be used for lodging is already landscaped and we will be adding only minimal plantings. We request a waiver from the Landscape Plan requirements. Attached are photos of the existing landscaping. 7-304 LIGHTING STANDARDS: The property has existing exterior lighting that illuminates the areas of the site at the guest houses. Any additional lighting will adhere to all provisions Section 7-304. 7-305 SNOW STORAGE: Ample snow storage areas can be seen on the site plan. Drives and parking will be cleared of snow which shall be stored on site and well clear of any traffic or pedestrian uses. 7-306 TRAILS AND WALKWAYS: N/A THE R.E1 0 S N GXJ ST WGZ-I EXHIBIT 21 MOUNTAIN GLOSS ENGINEERING, INC. Civil and Environmental Consulting and Design June 27, 2017 Red Barn Guest Ranch C/O Mr. Larry Halonen 25432 El Mar Drive Mission Viejo, CA 92591 RE: Red Barn Guest Ranch — Driveway Improvements, Waiver Dear Mr. Halonen: The purpose of this correspondence is to aid in the request of a waiver from providing improvements to the driveway to meet the standards outlined in Table 7-107. The project proposes to construct a reception center for events serving up to 300 people. The project is located in Peach Malley, to the east of Silt and to the west of New Castle, at 345 Mid Valley Lane. In a previous letter from this office dated March 30, 2017, traffic generation was estimated from the reception center to be 154 Trips. Based on this, the driveway would be in the Rural Access roadway classification. It is expected that the majority of the traffic will be passenger cars since the facility is intended to be used as a reception center. Medium and small delivery trucks would be the largest regular vehicle anticipated. Maintenance of the road would be by staff with outsourcing of gravel resurfacing or leveling funded from the operating budget. On Wednesday .Tune 14, 2017, the existing driveway serving the Red Barn Guest Ranch was reviewed. The road is gravel with adequate cross slope and constant moderate grade. The intersection provides adequate site distance in both directions. Based on field measurements the dimensions are generally as follows: • Right -of -Way Approximately 20' between fences • Roadway Width i l l • Shoulder Width 5' on the north side and 4' on the south side • Road Side Ditches Outside of fencing 826'/a Grand Avenue, Glenwood Spriggs, CO 81601 P: 970.945.5544 F: 970.945.5558 www.mountaincross-eng,com Red Barn -Driveway Page 2 of 2 Jame, 2017 The Roadway Standards for a Rural Access are as follows: • Right -of -Way 501 • Roadway Width 22' • Shoulder Width 47 • Road Side Ditches G' Even though the trips generated puts the driveway into the Rural Access category, it will be a driveway to a reception center. There is no need for a dedicated right-of-way since it is a private driveway. Traffic will be largely one direction as guests arrive for an event and then depart after the event. The driveway has 20' (-+-/-) between the fences. Presently the width is I P with vegetated shoulders on either side, This office would recommend improving the driveway with gravel to the full width available between the fences. This would allow a 20' wide driveway which is a generally minimum width for fire and emergency vehicles. Based on the above, the driveway would be adequate for the use that is proposed. The conclusions and opinions that are expressed above are based on the information available at the time of preparation of this letter. Any additional information presented afterward may require that these opinions be modified. Thank you for the opportunity to provide this letter. Feel free to call if you have any questions, concerns, or comments. Sincerely,, Alountaa 11cross Engin er Ing, TC, `Hale, PE Mountain Cross Engineering,inc. Civil and Environmental Consulting and resign 826'.., Grand /avenue. Glenwood Springs, CO 81601 P. 970.945.5544 F.970.945.5558 www.mountaincross-eng.com