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08.0 NTC Letter & Response
September 14, 2017 Paige Haderlie 1430 A Railroad Avenue Rifle, CO 81650 Garfield County Community Development Department RE: Completeness Review Costanzo Minor Subdivision MISA -08-17-8574 Dear Mrs. Haderlie, Thank you for your application provided on behalf of Kip Costanzo, LLC for a Minor Subdivision located at 28803 Highway 6 & 24 Rifle, CO. Our completeness review included input from the County Attorney's Office and has identified several items that need to be addressed or clarified prior to a determination of technical completeness. Please respond to the following items: 1. Please submit copies of the OWTS permits as referenced in the application. 2. Please provide a copy of the Building Permit for the older structure on the parcel. 3. Please provide a copy of the referenced Colorado River Fire District's Letter. 4. Thank you for your responses to Division 7 in the Land Use and Development Code. Please respond to Table 7-107 Roadway Standards, with a statement regarding how many Average Daily Trips will be generated from the newly subdivided parcels and whether or not the internal roads and access on the property meet the County Roadway Standards. If the roads do not meet those standards, you may submit for a Roadway Standard Waiver (attached) or you may choose to upgrade internal roads. Please contact staff for further information if you choose to upgrade the internal roads. 5. Please provide a copy of the Improvement Survey mentioned in Schedule B — Section 2 No. 14 of the Title Commitment. 108 Eighth Street, Suite 401 Glenwood Springs, Colorado 81601 (970) 945-8212 6. Please further explain exception 10 in Schedule B — Section 2 of the Title Commitment. This exception states that there is a water well joint ownership agreement. Please address whether the well is already shared and explain the referenced document. 7. The application referenced the applicant's request to include the 4 -hour pump test of the well as a condition of approval. Please address whether there is a similar request for the water quality testing. 8. The supplied well permit states, "The use of ground water from this well is limited to fire protection, drinking and sanitary facilities for a commercial business and general commercial operations, ordinary household purposes inside one (1) single family dwelling, the irrigation of not more than 9,000 square feet of gardens and lawns, and the watering of two (2) domestic animals." It appears the proposed split would increase the number of commercial businesses that the well would serve to two and it seems that the well is only permitted to serve one commercial business. Please address this discrepancy and detail how the subdivision will have an adequate supply of water. If you have had any communication with the Division of Water Resources regarding this topic, please reference that as well. 9. The application states that there are two buildings on the property. However, the Assessor's website shows three. Please address this discrepancy and supply any applicable building permits. 10. Please provide an 11"x17" copy of the final plat. 11. Please provide topographic information to address grading and drainage. 12. Please provide a demonstration that parking requirements detailed in Table 7-302A will be met on both parcels. 13. To address landscaping standards, please supply photos of any landscaping existing on site, and include a view of the site from Highway 6 & 24. Once the above topics are addressed, we can finalize our completeness review and schedule a date for the Director's Decision. Please note that the Garfield County Land Use and Development Code requires that the technical completeness issues be resolved within 60 -days of the date of this letter. If not resolved in that timeframe, the application will be deemed withdrawn, unless a request for extension is submitted and approved. Please feel free to call or request a follow-up meeting with staff to address any questions you may have regarding the above items. You may reach me at pwallerPgarfield-county.com or 970-945-1377 ext. 1580. 108 Eighth Street, Suite 401 Glenwood Springs, Colorado 81601 (970) 945-8212 Sincerely, .7C3 )1).....__ Patrick Waller Senior Planner 108 Eighth Street, Suite 401 Glenwood Springs, Colorado 81601 (970) 945-8212 ERAFLIilSHER REAL ESTATE October 19, 2017 Garfield County Community Development Department 108 Eighth Street, Suite 401 Glenwood Springs, Colorado 81601 RE: Completeness Review response for Costanzo Minor Subdivision MISA — 08-17-8574 Dear Patrick, Thank you for your letter dated September 14, 2017, responding to the application submitted on this property. In response to your letter, please find the following: 1. Septic permit# 232 and 233 have been provided for the building constructed in 1981. Septic permit #Sept -3-13-2773 has been provided for the building constructed in 2013. 2. No building permit is required for the older structure as it was built in 1949, prior to building permits being required. 3. The letter was incorrectly referenced as a typo. This property had a letter submitted to Garfield County around the time of building permit was requested for the building constructed in 2013. The Applicant will have a new letter drafted as part of the minor subdivision referral process. However, I have included email correspondence dated August 30, 2013 from Mr. Kevin Whalen, Fire Marshal for the Colorado River Fire Rescue. 4. In response to Division 7 in the Land Use and Development Code, Table 7-107, The average daily trips generated from the newly subdivided parcels shall not change from its current use. Average daily trips is currently between 20-30. Peak hours are during daylight hours. The roads have been designed for safe and adequate access. There is a 30ft wide access point off Highway 6. This is a legal access point as determined by the Title Commitment and the Colorado Department of Transportation, email provided of such in initial submission. The interior roads have road base and are flat and allow for drainage, meeting the minimum requirements. 5. A copy of the Improvement Survey mentioned is provided. 6. The water well is already a shared well, but the document in the title commitment is old and believed to be out dated. Applicant wishes to replace existing document with a newer version of the shared well agreement to ensure proper terminology in use today. 7. The applicant would request water quality be a similar condition to approval, water test has been drawn, but the lab performing the test results will take between 3-4 weeks for results. 8. Email correspondence has been provided from the Division of Water Resources and the West Divide Water Conservancy District. www.fleisherrealestate.com 207 Basalt Center Circle #103 Basalt, CO 81621 Office: 970-927-6828 Fax: 970-927-5378 931 Grand Avenue Glenwood Springs, CO 81601 Office: 970-945-9060 Fax: 970-945-1136 1430-A Railroad Avenue Rifle, CO 81650 Office:970-625-1838 Fax :970-62S-1530 9. There are three buildings on site. The third building was built in 1949 and does not serve a primary purpose. There is no building permit as it was constructed prior to building permits being required. 10. An 11x 17' copy of the final plat is provided. 11. Topographic information is provided. 12. Parking requirements will be met on both parcels. The required parking of 1 space per 2,000sq. ft. floor space has been met. Each building is 5,000 sq. ft, therefore requiring 3 parking spaces each. Each parcel allows more than 10 parking spaces each. 13. Photos are provided to demonstrate compliance with landscaping standards. There is natural vegetation, no obstructions to site, weeds are controlled within property boundaries. Thank you in advance for considering these items and reviewing this application in a timely manner. Respectfully, Paige Haderlie, GRI Broker Associate ERA Fleisher Real Estate (970)618-4775 www.fleisherrealestate.com 207 Basalt Center Circle #103 Basalt, CO 81621 Office: .970-927-6828 Fax: 970-927-5378 931 Grand Avenue Glenwood Springs, CO 81601 Office: 970-945-9060 Fax: 970-945-1136 1430-A Railroad Avenue • Rifle, CO 81650 Office:970-625-1838 Fax:970-625-1530 idN;CGIVENl GariAioi ty TY Community Deve!piViNNe arN ENT 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.Rarfield-county.com TYPE OF CONSTRUCTION _ O New Installation WASTE TYPE INDIVIDUAL SEWAGE DISPOSAL SYSTEM (ISDS) PERMIT APPLICATION 0 Alteration Repair ❑ Dwelling -I 0 Transient Use f IN Comm/Industrial Non -Domestic ❑ Other Describe INVOLVED PARTIES Property Owner: KIP. D COSTANZO, LLC Mailing Address: 1014 Access Road, Rifle, CO 81650 Phone: (970 ) :i I U -LII Contractor: Tally Ho Construction, Inc. Phone: ( 970 ) 625-0208 Mailing Address: 0145 County Road 225, Rifle, CO 81650 Engineer: Sentinel Building Systems (Attn.: Jason Spence) Phone: Mailing Address: N/A PROJECT NAME AND LOCATION ) 254.0313 x 228 Job Address: LOOUJ nllyrIWtly 0, milt;, lit-) O I UOU kaeULIOI I IL. I O, ma III IV I/LOVVIVVVJ Assessor's Parcel Number: 217712200094 Building or Service Type: Warehouse Sub. Distance to Nearest Community Sewer System: NIA Lot Block itBedrooms: 0 Garbage Grinder 0 Was an effort made to connect to the Community Sewer System. N/A Type of ISDS i Septic Tanr[❑ Aeration Plant ❑ VaultT 0 Vault Privy 0 Composting Toilet O Recycling, Potable Use 0 Recycling 0 Pit Privy I © Incineration Toilet O Chemical Toilet 0 Other Ground Conditions Final Disposal by Water Source & Type Effluent Depth to 1'= Ground water table Percent Ground Slope _ ❑ Absorption trench, Bed or Pit I El Underground Dispersal I 0 Above Ground Dispersal O Evapotranspiration —1 ❑ Wastewater Pond 0 Sand Filter O Other Well1-1T1 Spring 0 Stream or Creek 1 0 Cistern O Community Water System Name Will Effluent be discharged directly into waters of the State? ❑ Yes ® No CERTIFICATION Applicant acknowledges that the completeness of the application is condiitinnal upon such further mandatory and additional test and reports as may be required by the local health department to be made and furnished by the applicant or by the local health department for purposed of the evaluation of the application; and the issuance of the permit is subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations made, information and reports submitted herewith and required to be submitted by the applicant are or will be represented to be true and correct to the best of my knowledge and belief and are designed to be relied on by the local department of health in evaluating the same for purposes of issuing the permit applied for herein. I further understand that any falsification or misrepresentation may result in the denial of the application or revocation of any permit granted based upon said application and legal action for perjury as provided by law. 1 hereby ackn wledghat I have read and understand the Notice and Certification above as well as have providg the re�red information which is correct and accurate to the best of my knowledge. --,4) i I V/ j Date 1 Property Winer Print and Sign 0 OFFICIAL USE ONLY Special Conditions:(..!- (i 1,1fie°U�1�,eero, �' vs/di//AN /2::p11/ e 44' 60/0/1/ idsivechett Permit Fee: 75. Perk Fee: ,A Total Fees: 7. Fgejlid: Balance Building P rmit r tVI i x4-§53.ca Or g' J Issue Date: Due: �� A--5 BLDG DIV: A APPROVAL DATE 5P 3.15.13 c053 -51-3.Q° Garfield County Assessor Data Site Jim Yellico, 109 8th Street, Glenwood Springs, CO, 81601 (P) 970.945.9134 1 (F) 970.945.3953 1 (E) jyellico@garfield-county.com Account Information Account: R210607 Parcel: 217712200094 Owner Name: KIP D COSTANZO LLC Owner Address: 1014 ACCESS ROAD, RIFLE, CO, 81650 Property Address: 28803 6 & 24 HWY, RIFLE Legal: Section: 12 Township: 6 Range: 93 ATR OF LAND IN THE N1/2SWNW. Tax Area: 021 Subdivision: Sales Information Date Deed Type Doc Number Grantor Grantee 02/15/2012 WD 814682 COPELAND CONCRETE INC COSTANZO, KIP D Taxable Values History Amount 550,000 Year Land Actual Imp Actual Total Actual Land Assessed Imp Assessed Total Assessed 2012 555,820 314,240 870,060 161,190 91,130 252,320 2011 555,820 314,240 870,060 161,190 91,130 252,320 Property Details Model Attribute Name Attribute Value COMM 0 ABSTRACT_CODE CONTRACTING/SERVICE BUILDING_ TYPE CONTRTG/SER UNITS 0 ACT_YEAR_BLT 1949 NEIGHBORHOOD RIFLE WAREHOUSES- LARGE FINBSMTAREA 0 CONST QUAL LOW ACTUALAREA 872 HEATEDAREA 0 AREA,_UNITS 1 BASEMENTAREA 0 LIVEAREA 0 ARCH_STYLE WAREHOUSE AIRCOND NONE FRAME MASONARY EXTERIOR_WALL CON BLOCK HEATING_FUEL GAS HEATING TYPE UNIT HEATR INTERIOR_WALL DRYWALL INTERIOR_WALL MINIMUM ROOF COVER BUILT-UP ROOF_STRUCTUR FLAT STORIES STORIES 1.0 Garfield County Assessor Data Site Jim Yellico, 109 8th Street, Glenwood Springs, CO, 81601 (P) 970.945.9134 1 (F) 970.945.3953 1 (E) jyellico@garfield-county.com Model Attribute Name Attribute Value COMM 1 ABSTRACT_CODE CONTRACTING/SERVICE BUILDING_TYPE CONTRTG/SER UNITS 1 ACT_YEAR_BLT 1981 NEIGHBORHOOD RIFLE WAREHOUSES- LARGE FINBSMTAREA 0 CONST QUAL AVERAGE ACTUALAREA 5000 HEATEDAREA 0 BASEMENTAREA 0 AREA UNITS 0 LIVEAREA 0 ARCH_STYLE WAREHOUSE AIRCOND NONE FRAME STEEL EXTERIOR MALL PREFAB MTL HEATING FUEL GAS HEATING TYPE INFRARED INTERIOR WALL MINIMUM ROOF COVER PREFAB -MET ROOF STRUCTUR PREFAB -MET STORIES STORIES 1.0 LAND 0 ABSTRACT_CODE CONTRACTING/SERVICE-LAND AREA ACRES 6.38 AREA_SQFT 0 NEIGHBORHOOD RIFLE WAREHOUSES- LARGE ADJ1 50 Property Images 08-14-13;13:59 ;Tally Ho Construction 3843470 ;9706258636 # 2/ 5 Huddleston -Berry Engineering & Testing, LW Tally Ho Construction 0145 County Road 225 Rifle, Colorado 81650 Attention; Jeff Subject: Septic System installation Inspection Stampel Construction 28803 Highway 6 Rifle, Colorado 640 White Avenue Grand Junction, CO 81501 'Phone: 970-255.8005 Fax: 97045576818 HuddicsionBerry@bresnan.net wwwHBE'1-GJ,com August 13, 2013 Projcct#01 150-0002 Reference: 181)5 Design, Sta►npel Construction, 28803 Piighway 6, Rifle, Colorado by Huddleston -Berry Engineering & Testing, LLC for Tally Ho Construction, July 31, 2013. Dear Jeff, In accordance with Garfield County and State of Colorado regulations, Huddleston -Berry Engineering- & Testing, LLC MET) conducted inspection of the installed Individual Sewage Disposal System (ISDS) at 28803 Highway 6 in Rifle, Colorado. As indicated in the referenced report, HI3ET completed engineering design of the system, In general, the as -built ISDS was in conformance ivith the design. Please contact us if you have any questions or contents regarding the contents of this letter. Respectful] Hudeilest itted: gineering and Testing, LLC Michael A. Berry, P.E. Vice President of Engineering 08-14-13;13:59 ;Tally Ho Construction 3843470 Flluddicston-Berry Er:ginu:ring & Testing, LLC Tally Ilo Construction 0145 County Road 225 Rifle, Colorado 81650 Attention: Jeff Subject: ISDS Design Stampel Construction 28803 Highway 6 Rifle, Colorado ;9706258636 tt 3/ 5 MO White Avenue Grana .Junction, CO 81501 . Phone: 970-255-8005 Fax; 970-255-6818 HuddiestonBerry(? bresnan,net www,HBET GJ,cotn July 31, 2013 Project/101150-0002 Dear Jeff, At your request, Huddleston -Berry Engineering & 'Testing, LLC (1-IBL'+T) completed design of an Individual Sewage Disposal System (ISDS) for commercial/industrial construction at 28803 Highway 6 in Rifle, Colorado. Individual Sewage Disposal Systein in order to evaluate the site soils for on-site sewage disposal, 1-X13ET observed four test pits previously excavated in the vicinity of the proposed absorption field, As indicated on the test pit logs included in Appendix A, the soils at the site consisted of sand and gravel fill materials above native silty clay soi]s, Groundwater was not encountered in the test pits at the time of the investigation. Percolation testing was conducted in 'fest lits TP -•1 through '['P-3. The percolation rate in the native soils ranged from 40 to 160 minutes -per -inch. The percolation testing data is included in Appendix B. In general, a percolation rule of between 5 to 60 minutes -per -inch is required for soils to be .deemed suitable for on-site sewage disposal. Therefore, based upon the results of the percolation testing, the native clay soils are not suitable for on -Site sewage disposal. As a result, replacement soils will be required below the absorption bed. hi addition to the percolation rate of the subsurface materials, the seasonal high groundwater elevation is an important factor in determining the suitability of elle site for Individual Sewage Disposal Systems. For ISDS suitability, the seasonal high groundwater elevation should be at least four l:eet below the bottom of the proposed :absorption bed. As indicated previously, groundwater was not encountered in the test pits at the time of the Investigation. In general, HBET believes that the seasonal high groundwater elevation is deeper than 7.0 feet below the existing ground surface at this site. 08-14-13;13:59 ;Tally Ho Construction 3843470 28803 Highway 6 I3udd!r, tan.erlj #01150-0002 l 1 �t.;,.:a,,:.,•..ty 07!29/13 Seepage Bed Design Based upon information provided to HBET, the commercial/industrial structure at the site will clnploy 6 to 8 persons and showers will not he provided, Infiltrator Systems Quick4 Standard Climbers arc proposed in lieu of a conventional gravel absorption bed. For conservatism, a soil percolation rate of 120 minutes -per -inch will be utilized for tate absorption field design. The maximum daily flow of the sewage disposal system and bed area are calculated below, . Base Commercial Flow = (1 shift)(8 employees per shift)(20 GPD/person) 160 GPD. ;9706258636 # 4/ 5 Maximum Daily Flow (160 GP1))(1.5) = 240 GP!} Standard Bed Area — [(240 GPD)(120 min/in)°'S]/5 = 526 Square Feet Reduced Area for Infiltrators = (526 ft)(0.60) ee 316 Square Feet # of Quick4 Chambers = (316 / 9.2) = 35 Chambers Systent instai[aflon The installation of the septic tank, plumbing lines, absorption bed, etc. should be completed in accordance with the attached drawings, Infiltrator Systems specifications, and requirements of Garfield County. In addition, the following construction procedures are recammeeded: ■ The septic tank and distribution box should be placed level over, native soils that have been scarified to a depth of 8 to 12 inches, moisture conditioned, and r-ecompacted to a minimum of 95% of the standard Proctor maximum dry density, within x2% of optimum moisture content, However, up to 3 -inches of washed rock or pipe bedding passing the 1 -inch sieve may be used as a leveling course under the septic tank and/or distribution box. I, The bottoms of trenches and backfill around the septic tank and distribution box which will support sewer or effluent lines should be compacted to at least 90 percent of the standard Proctor maximum dry density, within 2% of optimum. moisture content. Pipe bedding should htrve a maximum particle size of 1 -inch. ■ Vehicular or heavy equipment traffic and placement of structures should not encroach within 10 feet of the septic tank or distribution box. • The site soils should be removed to a depth of at least fou feet below the bottom of the bed. Replacement soil consisting of imported saedy loam is recommended. Washed rock may not be used as replacement soil. The proposed replacement soil must be approved by the engineer. Inspection Schedule Huddleston -Berry Engineering & 'Testing 'LLC should be retained to monitor the construction of the ISDS. The following schedule of observation and/or testing should be followed: a Observe the absorption bed excavation prior to placement of replacement soil. ■ Observe the absorption bed excavation prior to placement of Infiltrator chambers. • Observe placement of the septic tank, distribution box, and all connecting sewer and effluent lines prior to backfill. Verify proper fall between inverts. • Observe and verify iristallatian of the Infiltrators prior to placement of cover and backfill. W:200aALL PROJEC.TS\011SO -WV HO('onatcuctlan\01130.00625i mpetCmtattvollon\200.0r0\01150.0002LR0731IO.doe 2 08-14-13;13:59 ;Tally Ho Construction 3843470 ;9706258636 # 5/ 5 28603 Highway 6 AuddhaFav8erry 1101150.0002 n.: +, cu: 07/29/13 General Notes The ISDS design was based upon the results of the subsurface investigation and on our local experience. The design Is valid only for the proposed construction We are pleased to be of service to your project. Please contact us if you have any questions or comments regarding the contents of this report. Respectfully Submitted: Huddleston -Berry Engineering and Testing, LLC Michael A, : e`y, .E. Vice President of Engineering W:'206RAll PRO fF.(:1 \\1150-rilly11000nsrruU10n101130-0002StempelCoutc iion1200-13O\011500001Lx073113.0pc 3 Project Address Garfield County Community Development Department 108 8th Street Suite 401 Glenwood Springs, CO 81601 - Phone: (970)945-8212 Fax: (970)384-3470 Parcel No. Permit NO. SEPT -3-13-2773 Permit Type: Septic Permit Work Classification: New Permit Status: Active Issue Date: 3/26/2013 Expires: 03/26/2014 Subdivision Section Township Range 28803 Hwy 6 and 24 RIFLE, CO 217712200094 Owner Information Kip D Constanzo LLC Address 1014 Access RD Rifle CO 81650- 1014 Access RD Rifle CO 81650 - Phone Cell (970)379-2777 Contractor(s) Phone Primary Contractor Tally Ho Construction Inc (970)625-0208 Yes Proposed Construction / Details New ISDS for a warehouse. FEES DUE Fee Septic Fee - New Total: Amount $73.00 $73.00 Valuation: Total Sq Feet: $0.00 0 FEES PAID Inv Total Paytype Amt Paid Amt Due Inv # SEPT -3-13-22297 $73.00 Check # 053 $73 00 $0.00 Required Inspections: J For Inspections call : 1(888)868-5306 nspection IVR See Permit Record Building Department Copy Tuesday, March 26, 2013 2 Owner , I iGARFIELD COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH 2014 Blake Avenue Glenwood Springs, Colorado 81601 77d --7.-3,17-7,,e,- r r PERMIT # 8 232 (this does not constitute a building or use permit) System Location`= ' ? 5 r`1--4"1 67 Licensed Contractor...J '* Conditional Construction approval is hereby granted for a/221) gallon J Septic Tank or Aerated treatment unit. Absorption area Cor ispersal area)�ed as folln�� ) Pere rate inches in minutes sq. ft. absorption area per bedroom (7 ,2r) 6-7V r) ' 0 of bedrooms x �sq. ft. minimum requirement '41e':i' tel, -;.mac E e.r/ / c- A 6_-. 6-7----00-7- Inspector : TInspector G , May we suggest Date FINAL APPROVAL OF SYSTEM: No system shall be deemed to be in compliance with the Sewage Disposal Laws until the assembled system is approved, prior to covering any part. ..Septic Tank cleanout to within 12" of final grade or aerated access ports above grade. __Proper materials and assembly. Adequate absorption (or dispersal) area. dequate compliance with permit requirements. dequate compliance with County and State regulations/requirements. Date Inspector RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE *CONDITIONS: 1. All installation must comply with all requirements of the County Individual Sewage Disposal Regulations, adopted pursuant to authority granted in 66.44.4, CRS 1969, amended 86.3.14, CRS 1965. 2. This permit is valid only for connection to structures which have fully complied with County Zoning and building requirements. Connection to or use with any dwelling or structures not approved by the building and Zoning office shall automatically be a violation of a requirement of the permit and cause for both legal action and revocation of the permit. 3. Section III, 3.24 requires any person who constructs, alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications con- tained in the application of permit commits aClass I, Petty Offense. ($500.0O fine - 6 months in jail or -both. • 1 Owner: • INDIVIDUAL DISPOSAL SYSTEMS APPLICATION • NOTIFICATION OF PROPOSED DISCHARGE TO WATERS OF THE INDIVIDUAL HOME SEWAGE TREATMENT SYSTEM** Mail Address: f 6 3 - OLS t _ City: ep Zip; •ass - !Bldg, Official Appvl. iI(Building Zoning SB -3.5)— 1 Fees Paid Set -1)4w STATE* ay . INFORMATION REGARDING PROJECT SUBMITTED FOR REVIEW Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable buildings, location of potable water wells, soil percola- tion test holes, soil profiles in test holes. n Phone: 93t—S/g/ 7 1. Location of facility: County ee, City or Town j £� Legal Description R Lot Size 2. No. of Bedrooms 'j Septic Tank Capacity Z1577►0ICeration Unit Capacity 3. -Source of Domestic- ter:--Public.(name): Private: - Well Depth Other Is facility within boundaries of a city/town or sanitation district? Distance to nearest sewer system: `//1-1 / Have you attempted to arrange a -connection with the system? If .rejected, what was -the reason? - _____--_- L1n Depth to first ground water table 'j 6 Rate of absorption in test holes shown on drop in water level after holes have been . Name, address, and telephone of person who 0 the location map, in minutes per inch of - soaked for 24 hours: .j�-- - / T made soil absorption tests: ▪ Name, address, and telephone of person responsible for design of the system: fie=aL�0-7r . Express permission is hereby granted for the inspection of the above property by any member of the Garfield County Environmental Health Department and/or such persons as they may designate. Any withdrawal of this permission shall be in writing and receipt acknowledged by the County Environmental Health Department. • I have been given an opportunity to read the Individual Disposal Systems Regulations of Garfield County and I hereby agree to comply with all terms, conditions andrequirements._ included therein. bate S gnature of Ondr k5'". 4011( Owner GARFIELD COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH 2014 Blake Avenue Glenwood Springs, Colorado 81601 ��TPIaRMIT # 8 233 (this does not constitute a building or use permit) System Location. ., Y rC 2i•e' ��' _' .// Licensed Contractor * Conditional Construction approval is hereby granted for a" "rga'jicsr Septic Tank or Aerated treatment unit. Absorption area Or dispersal area) computed as follows: Pere rate., ,q, 4____ inches in A/.4- minutes A/// sq. ft. absorption area per bedroom ,/v4 0 of bedrooms /J//9' x AM sq. ft. minimum requirement May we suggest � � �. /� 99/7-7e9r4)'f <.. I�/�? e <_. �O r Ce) 61,4772- G-- --" Sr L7 C "Z awf.. "' ./ {;Z _.Z•Y r 9 Date /f - j 7 - �-- _. .Inspector_ l '� . r�' . FINAL APPROVAL OF SY5TEM;�&Ft'//►'/e ,7T2 74') No system shall be deemed to be in compliance with the Sewage Disposal Laws until the assembled system is approved prior to covering any part. Septic Tank cleanout to within 12" of final grade or aerated access ports above grade. Proper materials and assembly. Adequate absorption (or dispersal) area. Adequate compliance with permit requirements. Adequate compliance with County and State regulations/requirements. Inspector RETAIN WITH RECE1P3 RECORDS AT CONSTRUCTION SITE *CONDITIONS: 1. All installation must comply with all requirements of the County Individual Sewage Disposal Regulations, s:. adopted pursuant to authority granted in 66-44.4, CRS 1963, amended 66.3.14, CRS 1963. 2. This permit is valid only for connection to structures which have fully complied with County Zoning and building requirements. Connection to or use with any dwelling or structures not approved by the building and Zoning office shall automatically be a violation of a requirement of the permit and cause for both legal action and revocation of the permit. 8. Section 14, 8.24 requires any person who constructs, alters, or installs an individual sewage disposal • system in a manner which involves a knowing:and material variation from the terms or specifications con- *? tained in the application of permit commits a Class I, Petty Offense ($500.00 fine - 6 months in fail or l?oth. - ---- - Bldg. Official Appvl. INDIVIDUAL DISPOSAL SYSTEMS APPLICATION {Building zoning SB -3'— Fees Paid $(96mii2 NOTIFICATION OF PROPOSED DISCHARGE TO WATERS OF THE STATE* INDIVIDUAL HOME SEWAGE TREATMENT SYSTEM** Owner: , -1�, a' . (2 -z_..��� Mail Address: Q8t6 3 w OiS f(&iy City: ary4, INFORMATION REGARDING PROJECT SUBMITTED FOR REVIEW Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable buildings, location of potable water wells, soil percola- tion test holes, soil profiles in test holes. Zip:f/‘.r, phone: 93t- / 7 1. Location of facility: County j City or Town f11.e,a,k_ 74/ 2. No. of Bedrooms Septic Tank Capacity Z(17' -'ration Unit Capacity Legal Description kik... Lot Size 3. Source of Domestic lea -ter:- Public (name): Private: Well �( Depth Other Depth to first ground water table 4S 4. Is facility within\ boundaries of a city/town or sanitation district? L) U 5. Distance to nearest sewer system: 'x'/14 / /1271c - Have you attempted to arrange a connection with the system? ------ If rejected, what was the reason? ----- 6. Rate of absorption in test holes shown on the location map, in minutes per inch of - drop in water level after holes have been soaked for 24 hours: ,tee- Fg-72./ 7' 7. Name, address, and telephone of person who made soil absorption tests: 8. Name, address, and telephone of person responsible for design of the system: 9. Express permission is hereby granted for the inspection of the above property by any member of the Garfield County Environmental Health Department and/or such persons as they may designate. Any withdrawal of this permission shall be in writing and receipt acknowledged by the County Environmental Health Department. 10. I have been given an opportunity to read the Individual Disposal Systems Regulations of Garfield County and I hereby agree to comply with all terms, conditions and requirements included therein. ate S'gnature of Garfield County Assessor Data Site Jim Yellico, 109 8th Street, Suite 207, Glenwood Springs, CO, 81601 (P) 970.945.91341(F) 970.945.39531(E) (warder@gartiield-county.com Account Information Account: R210607 Parcel: 217712200094 Owner Name: KIP D COSTANZO LLC Owner Address: 759 36 3/10 ROAD, PALISADE, CO, 81526 Property Address: 28803 6 & 24 HWY, RIFLE Legal: Section: 12 Township: 6 Range: 93 A TR OF LAND IN THE N1/2SWNW. Tax Area: 021 Subdivision: Sales Information Date Deed Type Doc Number Grantor Grantee Amount 02/15/2012 WD 814682 COPELAND CONCRETE INC COSTANZO, KIP D 550,000 Taxable Values History Year Land Actual Imp Actual Total Actual Land Assessed Imp Assessed Total Assessed 2017 389,080 358,780 747,860 112,830 104,050 216,880 2016 350,170 445,300 795,470 101,550 129,140 230,690 2015 350,170 445,300 795,470 101,550 129,140 230,690 Property Details Model Attribute Name Attribute Value COMM 0 ABSTRACT. -CODE CONTRACTING/SERVICE BUILDING_TYPE CONTRTG/SER UNITS 0 ACT_YEAR_BLT 1949 ACTUALAREA 872 NEIGHBORHOOD RIFLE WAREHOUSES- LARGE HEATEDAREA 0 FINBSMTAREA 0 LIVEAREA 0 BASEMENTAREA 0 AREA ,UNITS 1 ARCH,, STYLE WAREHOUSE FRAME MASONARY AIRCOND NONE EXTERIOR WALL CON BLOCK HEATING_FUEL GAS HEATING_TYPE UNIT HEATR INTERIOR_WALL MINIMUM INTERIOR WALL DRYWALL ROOF COVER BUILT-UP ROOF_STRUCTUR FLAT STORIES STORIES 1.0 Garfield County Assessor Data Site Jim Yellico, 109 8th Street, Suite 207, Glenwood Springs, CO, 81601 (P) 970.945.9134 I (F) 970.945.39531 (E) (warder©garfield-county.com Model Attribute Name Attribute Value COMM 1 COMM 2 ABSTRACT_CODE CONTRACTING/SERVICE BUILDING_,TYPE CONTRTG/SER UNITS 1 ACT YEAR BLT 1981 ACTUALAREA 5000 HEATEDAREA 0 NEIGHBORHOOD RIFLE WAREHOUSES- LARGE FINBSMTAREA 0 AREA _UNITS 0 BASEMENTAREA 0 LIVEAREA 0 ARCH_STYLE WAREHOUSE AIRCOND NONE FRAME STEEL EXTERIOR WALL PREFAB MTL HEATING_FUEL GAS HEATING_TYPE INFRARED INTERIOR WALL MINIMUM ROOF_COVER PREFAB -MET ROOF.STRUCTUR PREFAB -MET STORIES STORIES 1.0 ABSTRACT_CODE WAREHOUSE/STORAGE-IMPS. UNITS 1 BUILDING_TYPE WHSE/STORGE ACT_YEAR_BLT 2013 HEATEDAREA 5000 FINBSMTAREA 0 ACTUALAREA 5000 LIVEAREA 5000 BASEMENTAREA 0 ARCH_STYLE WAREHOUSE FRAME STEEL EXTERIOR_WALL CORG METAL HEATING_FUEL GAS HEATING _TYPE UNIT HEATR INTERIOR_WALL DRYWALL INTERIOR_WALL MINIMUM ROOF_COVER CORG METAL ROOF_STRUCTUR GABLE STORIES STORIES 1.0 Garfield County Assessor Data Site Jim Yellico, 109 8th Street, Suite 207, Glenwood Springs, CO, 81601 (P) 970.945.9134 1 (F) 970.945.3953 1 (E) (warder@garfield-county,com Model Attribute Name Attribute Value LAND 0 ABSTRACT_CODE CONTRACTING/SERVICE-LAND AREA_ACRES 6.38 AREA_SQFT 0 NEIGHBORHOOD RIFLE WAREHOUSES- LARGE ADJ 1 40 XFOB 0 BUILDING_NO ABSTRACT_CODE ACT_YEAR_BLT XFOB_CODE Property Images 3 WAREHOUSE/STORAGE-IMPS. 2013 ASPHALT 4" e�� Job Address GARFIELD COUNTY•BUILDING AND SANITATION DEPARTMENT, 2014 Blake Avenue Glenwood Springs, Colorado 81601 Phone (303) 945-8241 28803 Us S. Highway 6 Nature of Work Use of Building. Owner Contractor Amount of Permit: $ Building Permit Manufacturing Concrete Products Copeland Concrete Inc. Permanent Building Systems 255.00 Date: 183 =1 June 25, 1981 Tani L. RS ertt"d •i • • i :1 BUILDING PERMIT APPLICATION GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Garfield County, Colorado, _ � 2 ' , 19_ei �� Owner:_ il 02 . ' Contractor actor or Builder: Location: . $e a 3 - Il' 6" ill -44'V 6 Purpose for which building is to be used: sr .00 Size of Lot: _ - Distance of building from property line at Rear: d _ `$^ Front: _- _. e) -- — — {e" 174 Distance from nearest building: Source of water supply: - Type of sewage disposal: Width of building:._ _ _ Length of building: - / 4 DAV Height of walls: _.-- po Floor space in square feet: Estimated value: $ Date construction will begin: _ L. - Permit charge: $ - Plan check fee: $ n . TOTAL: $ i And I/We hereby agree to build 'strictly to the terms oft econstructionedptiof said, iii also to clear the grounds and adjacent street or streets of all rubbish and debris caused by the Left Side: 7-s! Right Side: -5-al -- Number of stories. Number of rooms: Type of foundation: Material in outside walls: % - - - - - Exterior finish: Type of roof: Date of completion: _ - --7 - & / Respectfully, day of The County Commissioners hereby grant the above permit as per terns therein stated. This-.--��-- _u .1_t -._- 19 7. 77, BUILDING OF'F'ICIAL Datl Time Received / r U � GARFIELD COUNTY STATE OF Col orado Office of Building Official REQUEST FOR INSPECTION Permit a sb Owner'sName ,440� 1 1.0141.�/�� A COntraCtof �t_dIN PLASTERING EI._ CTRICAL PLUMBING HEATING i ❑ Rough 0 Rough- 0 C are .______.. 0 Rough W•rrir7fl. 0 Final -- Foundation Finish Wiring -0 Final Chimney ❑ Lath .____....-.---•---•- © 0 Sewers 0 Water Heater__ ❑ 0 Scratch_.. _ 0 Fixtures❑ Ffarn'n0 0 Motors. 0 Gas Frnai_ , ❑ Srown�� CCsspoOt 0 ootings 0 Finish_ .__.......❑ underground 0 0 Wallboard 0 Instil at.' on .p Mon. f�kli4G Tues Of ) No. 'id/ District No. Locality 'Inspection Ma Inspector r oR.I 300-I READY FOR INSPECTION Wed. Thu rt, /G7 l �� Fri. Date 7/7--.C-"/ Time Received Owner's Name . GARFIELD COUNTY STATE OF Colorado Office of Building Official REQUEST FOR iNSPeCT1ON Permit No Foundation❑ Chimney ❑ Framing ❑ Fnal •----......- ootings ❑ Weatherprf 0 Insul atio �- Mon. inspeciia tnspector ' realm 300. .Nt? P.M. 4IA.G __ _Contractor ELECTRICAL Wire ........ 0 Rough Wiring . Lath ....._ .—_❑ Finish Wiring -0 Scratch_..._ 0 Fixtures - 0 Brown—__---❑ Motors. ❑ Finish... ---.._..-• ❑ Wallboard 0 READY FOR INSPECTION P ASTERING District No. Locaitty / 3/ PLUMBING Hough 0 Final ❑ Sewers ❑ Gas 0 Cesspool Underground 0 HEATING Rough 0 Final Water HeateT❑ A.M FTi..r �CP.A�71 Date .y• 14 4I1 Time Received GARFIELD COUNTY STATE OF Col orado Office of Building Official REQUEST FOR INSPECTION /AV No A.M. Ow Narnet's _ ,..AP 0 /_ / I/ Ar _ .�AtA t .. . 2U11_N G PLASTERING ELECTRICAL Foun.ation....... ❑ Wire 0 Rough Wiring .0 Chimney ........... ❑ Lath .--.0 Finish Wiring -00 Framing 0 Sciatch_❑ Fixtures 0 •Brawn ___� 0 Motors- 0 Final Finis} FooWeder ❑ ti ng� Fin sboa.n ❑ hInsu atirfD on 0 READY FOR INSPECTION 'Jed. Mon. — / U� tnspecti0n Ode inspector ,,r �__�� r""-2-9°.1.•-- " S o4.7 _ Contractor_ District No Locality PLUMBING HEATING Plough --------....Q Rough 0❑ Fina! •• ❑ Final Sewers- ❑ Water Heater.. 0 Dias 0 Cesspool -__. 0 Underground ©e4056, .4l04A X75 Fri. 1- e)- 5f L P M. Thurs. Z� 3s :fit: Date Received�3 c9 _ 'Lt GARFIELD COUNTY STATE OF Colorado Office of Building Official REQUEST FOR INSPECTION le/ Permit No / �/ Job Ad • ress ro .prt— /It ractor ELECTRICAL Rough Wiring -0 Finish 1Niring❑ FixTorts ❑ Motors_ Qwner's - Z Name BUILDING .n Foundation Framing :❑ .__.-•-•-- Chimney oo lS ea� ft lerprf 0 Insulation 0 Mon. 7u. I' LASTS R f NG- Q tilyl irC Scratch 0 Brown— 0 Finish Wallboard 0 Lath _. _ __�__..._.. ❑ Inspection Mee Int.pector— von,300.1 — PL MBiN Rou0h Q Final 0 Gas ._. 0 Ce spool Underground$ $Evvers READY FOR INSPECTION Wed.Thurs. HEATING Rough Final. Water Heater A.M. Fri. P.M. Jim Wilson From: Kevin Whelan [Kevin.Whelan@Crfr.us] Sent: Friday, August 30, 2013 2:11 PM To: Jim Wilson Cc: dirthoe@msn.com; Orrin Moon; Rob Willits; mykthornton@bayouwellservices.com Subject: Kip Costanzo LLC -28803 Hwy 6 & 24 Jim, Chief Morgan informed me today that you needed confirmation on the status of any fire district issues for the new building at the old Copeland Concrete property located at 28803 Highway 6 & 24. There are two outstanding issues that the fire district is waiting on but we do recommend that their C of 0 be issued at this time. Those two issues are: 1. Keys in knoxbox- knoxbox has been purchased and new keys are being made. 2. A letter confirming that Bayou Well Services has given permission for the owner of this property to use Bayou's dedicated water supply for fire protection. My understanding is verbal permission has been given by Bayou and a letter is being drafted by Bayou's Corporate Office If there are any questions, please let me know! Kevin C. Whelan Fire Marshal Colorado River Fire Rescue 1850 Railroad Ave Rifle, CO 81650 kevin.whelan@crir.us Office- 970-625-1243 ext 32 Fax- 970-625-2963 Cell -970-618-7388 " We are dedicated to protecting life, home, and property through leadership, education and partnerships. Safety is our highest priority." 1 IMPROVEMENT SURVEY A PARCEL OF LAND SITUATED IN THE SW3/4NWY4 OF SECTION 12, TOWNSHIP 6 SOUTH RANGE 93 WEST OF THE 6TH PRINCIPAL MERIDIAN COUNTY OF GARFIELD, STATE OF COLORADO GRAPHIC SCALE AT." cm WM CrOgrelYnina owl.. ..lat.iox �� .rye... v". �'MT1" o...... to MOM. W. evaa ▪ u.m e, r mn.swRma,...asw.rse...m.� .w▪ u.•31a143.1..ww1. �x"'••ap� yr M River Wan,1.., 10 001hI,.( fkA1s �1.131 1114, Cdwubt1WO 910120-114 fa,m4 mS :to= M. 1.12.OARY IS 1011 S1A1.1P,a, cONRIRUc1,011COeANY OARFE COUNTY. COG:SADO IMPROVEMENT SURVEY 1RAcr Ire sw I/4Nw1 M. PSS. ROW 28803 HIGHWAY 6.1124 v. 012001041 1 OF 1 1111111111111111111111111111 11111 Innn111111111114111111 516595 11/19/1997 02:29P 61042 P774 11 ALSDORF 1 of 6 R 31.00 0 0.00 GARFIELD COUNTY CO WATER WELL JOINT OWNERSHIP AND USE AGREEMENT THIS AGREEMENT in made and entered into this ,)1�2- day of A6iffeiJ Qf ,1117 by and between-a_ppp tl Cu41e-to e- ficOrr r�T'Poi anit f?n.an1 td .C; 7: -AT /.Jyto `►'' Da-ccY S 0..te7 WITNESSETH! 16. WHEREAS, 041,{_'� ie the owner of a parcel of property described in deed recorded as Reception No.05/((837 in &JO/ ill/ at Page 3 /8 in the office of the Clerk and Recorder. of laaig County, Colorado, andW 4Y. WHEREAS, 401` 1f he owners of a parcel of property described in deed recorded as Reception No. 4071 . in Book 4ry� at PageW in the office of the Clerk and Recorder of (61,At+1[� county, Colorado (r'GF('i1 aike., ii' l0 -9'?) WHEREAS, there is located on thee rPOs>T)oproperty a water well which is now supplying domestic water to the residence located on both the( ,'O'"r""Property and the re S'"r r Property (Water Well); and WHEREAS, the terms and conditions under which water has been supplied from the water Well to the re ibi[Property has not heretofore been set forth with specificity or definiteness and it is the desire of the pasties that this agreement provide {„¢+.;,i's._r a • for such specificity and to set forth the relative rights and `. 0 Z Z1a duties of the parties pertaining to the Water well gdekkb .• tut 4166444, 7-42.A 41 AV 4616-) ii c' 1011111111 111111 111111 1111 111111111111111111111111111 516393 11/18/1997 02:28P 81042 P776 17 ALSDORF 2 of 6 R 31.00 D 0.00 GARFIELD COUNTY CO NOW, THEREFORE, the parties hereto do hereby agree that the terms and conditions hereof shall control and govern the use of the Water Well by the parties hereto: 1. Water well Facilities. Water 1s now pumped from the Water. Wel]. to the gIALi e56 residence through a pipe which then traverses the ?41 d4/E-&Property and terminates in theafeigkitiresidence. Such facilities and mode of distribution shall continue in use until jointly terminated by the parties ek fizlrw ee hereto. The parties acknowledge that at this time 04,42,1 ta_ owns Teat the Water Well Fw of Pressure Tank, and Pipe located on his property ands 5 owns the Pipe located on his property. The parties agree that for and consideration of this agreement, each party hereby sells and assigns over to the other party one half (1/2) interest in and ownership of the respective facilities presently owned by each respective party. 2. Owe:er9hin of Wtt• r well. The parties hereby acknowledge and declare that they each own one half (1/2) interest in the water well. They shall use the water from the water well on an equal basis and in such fashion that there shall be an adequate supply of water for each to be used for in house purposes for their respective residences and for irrigation of a lawn and garden. 3. Maintenance and Costs of well. The parties agree that from and after the execution of this agreement, they will consult one another on all expenditures for the meintenance of all Water well facilities and/or for reworking the well, or replacement of any of the facilities and/or any other 2 1 111111 11111 111111 11111 1111 11111 111111111 11111 1111 1111 516598 11/18/1997 02:28P B1042 P776 M comm. 3 of 6 R 31.00 D 0.00 GARFIELD COUNTY CO • - -expenditures required to be made to keep the well operational and service the needs of both paiLi.cs. Once decisions hctvr: been made regarding expenditures, the parties agree each to h@ responsible for the payment of one half (1/2) of these expenditures. In addition, the parties agree that all electrical charges pertaining directly to the operation of the < .�e�r�e:� paid by ,. k, ane-omet--Half s?ta-1.1-...• pa... .Ay . _.... _ xrx. Water Well facilities shall be (11-24-- A within a period of ten (10) days following the billing ' The parties acknowledge that -'there is no way to precs. -ly tell how much electri5al'expense should be attributed to the ..oration o t1(e Water well facilities without the installation of :e : ate meter for those facilities. If the . .f by this arranyew' - becomes unacce able to the parties, the partie• agree to share equally in the`apense.of an'installation a meter relative to the water well facile es. 4, Mutual Easements. Each party here-q.ants to the other party an easement right of way to the property of the other party as follows: a) Ten (10) feet in width and five (5) feet on each side of the center line of the water line located on the property of the respective parties. h) Reasonable access to any other of. the Water Well facilities located on the property of each of the respective parties for the sole purpose of inspection and repair in case of emergency relative to the operation of the well. In addition, either parties expressly reserve their 3 __right to relocate the water line on their respective properties. may do so only if the relocation of the water line does not diminish the supply of water to thenii4M/residence. 5. No Warranty. Both parties acknowledge that neither is making any warranty, either express or implied, as to the quantity or quality of the water from the Water Well, but only that they shall work together in such a fashion as to meet the needs of each of their water needs. 6. Appurtenance to Land. The Water Well shall be utilized solely for the use and benefit of the c �t A,. Property and the, Property and no others, and to the extent herein established, and appurtenance to each of such parcels and may be conveyed, transferred, encumbered or otherwise hypothecated only as an appurtenance to each of the parcels the subject hereof. 7.� Supersedes Prior Agreement, This agreeme+ _ n11 contained in the deed which supersede the grant t of a domestic su of water Property above -referenced and the s- a is hereb,-rminated. The parties acknowledge that L agreement in no way terrain grant of i gation water contained in the deed refer -need. 8. affect. The terns and conditions hereof shell extend to and be binding upon each of the parties hereto, their hairs, daviees, personal representatives and assigns. 4 e.d., 11111111111111111111111111111111111111111131111111111 518595 11/18/1987 02:28P 81042 P777 h AMORE 4 of S R 31.00 0 0.00 GARFIELD COUNTY CO 1111111111111111111111111111111111111111111111111111111 516595 11/16/1997 02 26P B1042 P778 M ALSDORF 5 of 6 R 31.00 D 0.00 GARFIELD COUNTY CO • 9. Gender. The use of the singular masculine herein shall include the feminine, as well as the plural. 10. Recordation. That upon execution of this agreement-, this agreement, in its entirety shall be recorded with the Clerk and recorder of A1 ale f (,� County, Colorado. IN WITNESS WHEREOF, the parties have hereunto set their hands and seals the day and year tirst'above written. J r v //� r/ -'o ( JT•'40�• al. a Cd5TAr A c'ere &.s S ie4IL-1 STA'T'E- UP- CULOltA15O ) ) ss. COUNTY OF The foregoing instrument was acknowledged befare• ,.. this .ydayof )i)e1(, byGL-0/1/76340— • 01.4 F Cv.ac C/TE' In c o rr+t Ce' ^ d Witness my hand and official seal. Rotary• Public Address: My commission expires: r Y ...(1 1._---CH-11 �'• + )ti S STATE OF COLORADO ; ss . S� TF d± C', `•;' COUNTY OF GARFIELD ] 5 The foregoing instrument was acknowledged before me this 10th day of November, 1997 by Anthony W. Copeland and Darcy S. Copeland. Witness my hand and official seal. Notary PubLlic V, My commission expires: /,:y447047 L 1 111 11111111111111111111111111111111111 Ill 11111 11111111 516595 11/18/1997 02.28P 01042 P779 M RUMP 6 of 6 R 31.00 0 0.00 GARFIELD COUNTY CO Paige Haderlie From: Tammy Keenan <water@wdwcd.org> Sent: Wednesday, October 4, 2017 9:27 AM To: Paige Haderlie Subject: RE: Well permit #76013-F and WDWCD contract # 120309KC(a) Paige, The contract with WD lists 2 commercial units —we don't care who owns the Tots. Kip will be responsible for the payment and meter readings. He will also be the contact person for the subdivision. Let me know if you have any other questions. Thanks Tammy Keenan West Divide Water Conservancy District P. O. Box 1478 818 Taughenbaugh Blvd., #101 Rifle, CO 81650 970-625-5461 Pai a Haderlie From: Whitehead - DNR, Dwight <dwight.whitehead@state.co.us> Sent: Wednesday, October 4, 2017 10:38 AM To: Paige Haderlie Cc: Tammy Keenan Subject: Re: Well permit #76013-F and WDWCD contract # 120309KC(a) Paige, pursuant to Senate Bill 35, the County is required to refer Water Supply to our Agency for any proposed subdivision. After the applicant files their application with Garfield County, then the County will refer Water Supply, identified by the applicant, to our Denver Office for comment. In general if an expansion of use of the well is proposed, then the well would need to be re -permitted. If a shared well is proposed, consider; a well sharing agreement, easement to the well, identify an out -parcel around the well for access and maintenance, ownership association, etc. When filing the subdivision application with Garfield County, the applicant needs to be very specific regarding the proposed water supply, for their proposed subdivision. Hope it helps. Regards Dwight Whitehead Well Commissioner Division 5 Water Resources PO Box 396 Glenwood Springs, CO 81602 COLORADO Department of Natural Resources P 970-945-5665 x5011 f 970-945-8741 dwight.whitehead@state.co.us I www.water.state.co.us Paige Haderlie From: Wendy Ryan <Wendy@coloradorivereng.com> Sent: Wednesday, October 4, 2017 9:12 AM To: Tammy Keenan; paige@pollardteam.com; Whitehead - DNR, Dwight Subject: RE: Well permit #76013-F and WDWCD contract # 120309KC(a) Tammy and Paige, The current contract includes 12,500 square feet of commercial space, 9,000 square feet of irrigation, 1 single family dwelling and 2 livestock. The well agreement that Paige sent has no mention of the limit on commercial space, so I would also advise that each lot be limited to 6,250 square feet of commercial space. If additional commercial space is required, then we may need to amend the contract to increase it. If they anticipate a home on the second lot, they also would need to add another house to the contract (not like that is a huge amount of water anyway). was under the impression that the County will require the well to be pump and water quality tested for the subdivision process. If,they don't, I would also advise that they at least have it pump tested so they know what the yield is (I didn't find a pump test under the well permit information). It may be good to have that physical supply limit included in the well agreement too (i.e. if the yield is 15 gpm, limit each lot to 7.5 gpm). The agreement could even require flow restrictors be installed to ensure each lot receives half of the yield of the well. Hope this helps, Wendy 2,..10 Pia 4tadm 11112.1p'W.O. 71Ir11..Cyl-3 No9009 A•r•0-t.i 1 1 E-1. 14.11141 T4 Be 3r Preliminary Plat tostanzo Minor Subdivision rarcel of Land Situated in the SW%4NW%4 of Section 12, Township 6 South Range 93 West of the 6TH Principal Meridian County of Garfield, State of Colorado Plat Not.. A Raw. Wt.de. Control W nalou, weed, h the responslblllly of the property owner. a 4..aNW1l IMAM 9004 10. 910 ,ptn 01.05,044.90�`pte atewillbe allowed d lherevnder, w he In any d One Ail dwelling unlnaR le plow( nuaring Ste. nnreetlged.,011.1. 2415.1,.9 ,,furl, end the, II.tFy un n lural gas burning stoves ndapppntts. L CVMr11.kth.. ng 001 be ed inward and UI0.gi09r14o1 Cap l.,..ke1204,4 thee the mewl t -'as 4.05%o.reptthat provisions made to allow fol "Wyk.090pn ung tand ihat ell meelof hallgas beyondtheproperly boundaries. _ward, 1411,,1 the interior of 411x-pPll'Wr 165' N VD 0. RIghe to Fenn Ltd N R7 Wx101 111 '1 ▪ lt-T04AW' sale .,'link le CRS am -01. 1L fry. landowners, reddens and vu., rm. 90 carpel. sd snipe 150 nle,.lNM4s.sdl and.•eral it Oel411 MOO tt'norn R nannoand avy nonll Nap al •cw+arna0. a men, rya &.nelr W.Iu.1Rry,n40u ,..e:11,.la re,Nl MPN. .,.'4.rbr m7•peyeae nil e11:A'4L 16kra,Nn. andfmrlr a+Y a, aromnwlwa, 3ynwr. 0010 W pb-nate law P.Iwte4T..adlltrplwer thar rwaW. UUwe.1.14 eon yreullwrl.rr.1 al operations wild, .w1NM%Haern(to lall.nwanem, MnW k^I, .tk,acuk a.la^fyp 001 11. mill, 009,•,01 win v-1'ten . Kst err. 541(51 ,r4tl>k 4540,, fp Oraawrnrptrc, Od,1,M0. OWTr.nl,edr1.r14tNN.WraC wf sn,ry.4werl,lrsd,,.J grLvlprn,0ro4 m -n sk Loch Field L. IOLOc;Shop) Allied Energy Serylre Reel Lure, LLC. Panel No. 2177-111-00-359 Roc No.470741 SPX NF• Sec 11 E bealmenence of Fences,Runl GAME. pyo .4.. 4T4e1.wl..Me eae,A ttrtrtl,r4. p,w a.ya0py1w4,r Lrur Nw 1441 eNa 1rrg4nla•4ws.e'awft.lsrma 1•:5010. Htnres red 15A{aaaaa76OpnR91el•PPPI HrhIrest(c,*oPn MMeeanbKd'ia•eisebF anWlrua amity lace. w otkw nsnSler.sl.p..2 1.mn0.144r194c. PPM.. P44/ WI: bet Ewla9..pd 14 Nin ...nam. col .re.u.R ori r...n I014ritttnn sae171,1.1, _ J gkte0aq' 015.91 rers�Lf.w (unary ,kali ugh Nh+aaik+Y001Mea War Cldyi 4.,NSalm ifindwNxe be tr, •C 1141 W1a CONCO R JNNera um, PIN OWN 8dl5M, wsodatedNll. goperty may not bek 1rred with the surface nine therefore allowing thepolentsl for natural resource w.NNn Wks ...satiated by aaaeowne so l. t ,f>;iR7 .,,. 141.3 t Wl el P lea R,F9eN4yl • ,F � , •:,:?rill. '•, lteadortai ss; Single Story Sleet Frame shop 25003 Hwy 0024 41 •-) Highway 11891 Meal 4:.9 L"S N. 0000 He.Weetquoa1r Scelin 12-3•Alma. Cap L.S.N0, 9009 Bean 177511p'6 510.00 Field SOFMOR 511,40 Deed .. Aaeenaryowenm1Unl0. H Memory dwelling units are adeetsulven atellwaann WsAa wmmigP9.e pies, i(Pa I. Domestic pop. J. 0011 kept on the property shall be Ina fenced pial or on a leash le/prevent haravmental wlldld0 (0 WIIdIHefrsnely Fendi. L Fenders on the property shell complyullh the Colorado Pons ,e,1118Nd0ll1pep4akan let abible-Mv.11l1NW4 N. 009911Syrteme, N. 1•E'•ea-iedl0NwpaV mmtsmm ann.o4MwIAb1116f1LW1rpa 0. Fondallem. P. Engineer designed foundations are required Wll.n..subdiWln. d N1ya14n Mtd.e • a .1.,901 Flyllte ipladlMbalan dpq jf thotam aidp 0gatc reran[ ir.•o:'1.,.pwdawe.pmre iei f4, be�rrlldrl anal a Hurd.. *Mk Ohl Towy01p raw1.W1 tiara rill IKlngeletson vnY.t el a Atm AA leak, les• -,,l from the ditch owner. smyi.V HOT 1}TW 0.190T Saki In 100 11 d,nL.nvinla 005900 na,m, 4falid n9r.Nk, CM Easement, ORevul. ee in Place end tsegdost lOINN El.* in then& Ugea le ?wowed by C,mawnkl Ws Ca. Pay ofHe Nn 11060119..t1 lama, 2017. 2) The Date of Ws Survey was Feb.., 13, 2012 and lune 30. 2011 3) Calle of BONE a fir thN Sammie a Ocarina OF SOpSa70•d Odwaa WC Nnn,0 hi$,[0000r5asiw 71112, A 2i4" Aluminum Cep L5. 49009 toad r Place and the West q'.= Cemee N Smia H, A T N,e;nmr InnLS. No.9009 Found in Place 4) Units orMeasur for all Dimension, .hewn hexon Is U.S. Survey Fen 3) Thle bmvey Wlemeet. en Warmer ChM Recorded In °nob 411 al Pe W.Vvy Dice Conk 398, Page 413la Pie/felld CohunlyCl90eealtcorde/41011X0,[DOT ROW Plans(Fderal MI frier. 1,1 C.14* 424) a1d� Conon Pound in Plea iai lamb. AC PAGE' 14. tu Anal 6)A 10. Wainilrie Dow.id W,mU AWIC\•ONT1100,0 grrvd Lenten vines%OTR d1..nee4 e.' .rerinedt 4!!0 Serve/.,lion of 0l1N.y4e1 Certificate L 590011100915l, d. peaty Coliry alai I as b Pfrortg•knaL ?.and O unrcur,41x,4100 ander the 1o.0 of 00068.11 of Cblm.Ra, that Okla Stn 1a • fin. 0410901 00400011C e 1111 of mute ream sq at a.1d plOPPrY by ingrer apldkx lar aupel.{r{x, 1ated and OW. 10411¢,8404 that owl,. tsar 10c1dan and mmrnnen1 of Orr 1l1 L, ,.159100. and meets of.. ihr tan. 01..l.kM 114001 un petuN>a c4o,pBur9 std,.aNla'eur..w.DOne .n5eml440014utdnl.um d. u41d. to %Yanre.whereaf, 1 have fat ray bind .rd eel Ip[e __ day N, ErPrel rninary %'puntY Sllr,.LW1Y1 CottncolC Approved for content end fore only and not the accuracy of surveys, ooloWa0one or drafting, pursuant to C R 9 5 30-51-101 and 102, et seq. DATED Ulla _ day of, A D., 2017. Garfield County Surveyor Cktk Inn knoordgd4 Cef4tt{e.1. This Plot was filed for record In the 081.0 of the Clerk and Recorder of Garfield County, Colorado, at oclock_, on this day of,2017, and is duly recorded as Reception No Re -Allan Clerk and Rem dr! Rt Deputy Kip D. Costanzo Garfield County, Colorado Costanzo Minor Subdivision Plat Tract in SW 1/4NW 1/4, T6S, R93W 28803 Highway 6&24 Project NO 0120010-01 1 OF 1 21 T70230 052 : Topographic Map — Grading and Drainage .e -I r ItIZ41cru•aa1r 2177L0224400283 s-. 21770130.321 d • 1206531 • .• 217701390352 ter— i• 1 217711100343 t a 217701440524. • (12 217712200092 2177.12100238 0 21 7712100089 —., M f' a r •217711200292 r • • I3I 53b 34285 - tr 1.L.."_,5,7444 r .e- '. L- -�- 217711-300298 i .6-_,----- 217711400294 217712200515 RAD° •21771'2100 i14e 4 l aszed oiiur! -- -1 56,4T £102