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HomeMy WebLinkAbout1.0 ApplicationSketch Plan X Preliminary Plan Final Plat SUBDIVISION APPLICATION FORM SUBDIVISION NAME: SIERRA PINYON SUBDIVISION, A Resubdivision of Lots 17, 18 & 19, SIERRA VISTA RANCH OWNER: Barton F. Porter, 2571 Co. Rd. 314, New Castle, CO 81647 ENGINEER/PLANNER/SURVEYOR: Starbuck Surveyors and Engineers 2128 Railroad Ave., Rifle, CO 81650 LOCATION: Sections 15 & 22 Township 6 South Range 92 West 6th P.M. WATER SOURCE: One common well per three lots. Permits applied for. SEWAGE DISPOSAL METHOD: Individual Sewage Disposal Systems PUBLIC ACCESS VIA: Garfield County Road 311 and private platted roads within Sierra Vista Ranch EXISTING ZONING: Agricultural/Residential/Rural Density EASEMENTS: Utility: As shown on Sketch Plan Map Ditch: None TOTAL DEVELOPMENT AREA: (1) (2) (3) (4) (5) Residential Single Family Duplex Multi -Family Mobile Home Commercial N/A Industrial N/A Public/Quasi-Public N/A Open Space/Common Area N/A Number 12 -0- - 0- - 0- Acres 129.35 TOTAL: 129.35 Acres PARKING SPACES: Residential: Per Design Standard Commercial: N/A Industrial: N/A • • SUPPLEMENTAL INFORMATION to SIERRA PINYON SUBDIVISION A RESUBDIVISION OF LOTS 17, 18 & 19, SIERRA VISTA RANCH (GARFIELD CO. SUBDIVISION REGULATIONS 3:40) A. Well Permits applied for. B. Individual Sewage Disposal Systems C. See attached U.S.D.A. Soil Interpretation Report (1 page); U.S.D.A. Nontechnical Soils Description Report (2 pages); and Soils Map for Dry Hollow area. D. There will be minor grading to finish the existing platted roads, and to construct 12 homes. The existing platted roads cross Dryhollow Creek on existing structures which may require additional improvements. There are no lakes in the proposed subdivision. E. There are no known radiation hazards on or near the proposed Sierra Pinyon Subdivision. F. See statement on Application concerning public access. G. The following Utility Companies provide service in the local area of the proposed Sierra Pinyon Subdivision: Electricity Holy Cross Electric, Inc. Natural Gas Public Service Co. (when available) Propane Various Local Propane Distributors Telephone U.S. West Communications Cable Television TCI, Inc. 94-063.APP Page 2 U.S. Department of Agriculture Page - 1 Soil Conservation Service 6/27/94 SOIL INTERPRETATION REPORT Survey Area- RIFLE AREA PARTS OF GARFIELD AND MESA COUNTIE Map Symbol, Soil Name Septic Tank Absorption Fields Dwellings with Roadfill Easements Drainage Irrigation 51 OLNEY 56 POTTS MODERATE Peres Slowly Slope MODERATE Peres Slowly Slope MODERATE Slope Shrink -swell MODERATE Slope FAIR LIMITATION LIMITATION Low Strength Slope Slope GOOD LIMITATION LIMITATION Deep To Water Slope • • U.S. Department of Agriculture Soil Conservation Service NONTECHNICAL SOILS DESCRIPTION REPORT FOR DESCRIPTION CATEGORY - SOI Survey Area- RIFLE AREA PARTS OF GARFIELD AND MESA COUNTIE Page - 1 6/27/94 Map Symbol Description 51 56 OLNEY LOAM, 6 TO 12 PERCENT SLOPES This deep, well -drained soil is on alluvial fans and sides of valleys. This soil formed in alluvium derived from sandstone and shale. The surface layer is loam about 12 inches thick. The subsoil is sandy clay loam about 21 inches thick. The substratum is gravelly sandy clay loam or very gravelly sandy loam to a depth of 60 inches. Permeability is moderate, and available water capacity is moderate. Effective rooting depth is 60 inches or more. Runoff is medium, and the erosion hazard is moderate. POTTS LOAM, 6 TO 12 PERCENT SLOPES This deep, well -drained soil is on mesas, benches, and sides of valleys. This soil formed in alluvium derived from sandstone, shale, or basalt. The surface layer is loam about 4 inches thick. The subsoil is clay loam about 24 inches thick. The substratum is loam to a depth of 60 inches. Permeability is moderate, and available water capacity is high. Effective rooting depth is 60 inches or more. Runoff is medium, and the erosion hazard is high. 66 TORR1ORTHENTS-CAMBORTHIDS-ROCK OUTCROP COMPLEX, STEEP This broadly defined unit consists of exposed sandstone and shale bedrock, loose stones, and soils that are shallow to deep over sandstone and shale bedrock and stony basaltic alluvium. Torriorthents make up about 45 percent of the complex, Camborthids make up 20 percent, and Rock outcrop makes up 15 percent. The Torriorthents are on foothills and mountainsides below Rock outcrop. The moderately steep Camborthids are on lower toe slopes and concave open areas on foothills and mountainsides. Torriorthents are very shallow to moderately deep. They are well to somewhat excessively drained. They generally are clayey to loamy and contain variable amounts of pebbles, cobbles, and stones. Permeability is slow to moderate, and water holding capacity is very low to low. Effective rooting depth is 10 to 40 inches. Runoff is very rapid, and erosion hazard is very high. Camborthids are shallow to deep and are well -drained. They are generally clayey to loamy and have slightly U.S. Department of Aculture Soil Conservation Service Page - 2 6/27/94 NONTECHNICAL SOILS DESCRIPTION REPORT FOR DESCRIPTION CATEGORY - SOI Survey Area- RIFLE AREA PARTS OF GARFIELD AND MESA COUNTIE Map Symbol Description more clay in the subsoil than in the surface layer. The profile is normally free of stones, but scattered basalt stones, cobbles, and sandstone fragments are on the surface. Permeability is slow to moderate. Available water capacity is low to very low. Effective rooting depth varies from 10 to more than 40 inches. Runoff is rapid or very rapid, and erosion hazard is very high. Rock outcrop is mainly Mesa Verde sandstone and Wasatch Shale. 65 •\ r `L 12 -17-111,72 651 O 65 65 ./.2 ,65 sot' 3 29 47 41 ( / " 51 $.n 34 15 34 17 55 WEIEI-E PEAK' 51 51 � v l 67: 66 PiNyoAf 51 -67 56 51 65. 11. 27 55 14 23 56 66 55 51 67 55 67 (Joints sheet 171 66 67 55 56 26 56 55 51 am OETAIL 1". 200 g : } .500' 20' Qom. 1298.22 488.22' , ~ 810.00' V W 0 1= SU I /4 Cw 5 SOON30'18"E 0636.83' ( Soo° 2 2336.83' W ,0000' + r 4 . (0 /- VO © �, �, 'd' ��ios p9 35.72 Ac h PP) • :8 M �� c 4.0 Nvr 2 ._0--3 't--- lNin' Hca,' S . 950.45 ▪ kA, ...e,- n ~ 4021 Ac.: -_ ..* I W U7 it, l NO94 ii5,E 774.85' 1 N •36, 75 Ac N09° ,29„E \ 1000.00 17 14) 42.27Ac. NORTH 1413 42' ROAD F. 4SDIEN7 A h� t\o O0 \4j 5�. 7 Ac `\ I 37.27 Ac IN/0 SECO ROAD ---- - - (EASEMENT) DI i1 I 1. I' s. ,i ; i • 16 . ,l ,:' a o � + ta►. 3 6 .01 I Ate -t. in .0 so 46 88Ac • 38- !;c ti a � '\ \tea 550.00' 771.62' 00.29 49 W t 1321.62 °ETA'L XX M94. qj N IS 00'24'1Ei W )301 26. N00.24 it) W • •v N00•29 52 W 130126' COuRTY ROAD 331. R.O.S. DATA. TRACT 16 TANGENT •OIOND 3 , iT noreSEARING DISTANCE OTSTANNS *MIA' *•41•E 41'E 141 '29'E 278.11' '3NM2 "51640 81.14• .246.33' 212.43' 1322.97' STATION 20-26 26-27. 12T 28 28.244 ARC . 29430 70"31 4 A57,5 353.42! �32 2 9 7' E 45 MEN' CENTERLINE DATA, RIO SECO ROAL TANGENT CHORD BEARING DISTANCE DISTANCE DELTA S8250'30'1 1170°23'37'E N64°02'S9'E N72°28'09'E 220.18' 'OS'E '58'E '56+E 13500, '30"E 102.16' 1�E 402.20' 243.11' 41°31'44” 220.15' 16°50'23" )49.26' 11°10'08" 147.08' 22°31'55' 408.93' 70°15'26" 133.20' S4°45'36- UNITAIN.IA. ROAD EASE'IENT A 4!9"E a0475 27°E 233.99' 37036'24" 3 • STATE OF COLORADO OFFICE OF THE STATE ENGINEER Division of Water Resources Department of Natural Resources 1313 Sherman Street, Room 818 Denver, Colorado 80203 Phone (303) 866-3581 FAX (303) 866-3589 September 6, 1994 Mr. Dave Michaelson, Planner Garfield County Building and Planning 109 8th Street, Suite 303 Glenwood Springs, CO 81601 RE: Sierra Pinyon Subdivision Sketch Plan Sections 15 & 22, T6S, R92W, 6th P.M. Water Division 5, Water District 45 Dear Dave: MELD COUNTY Roy Romer Governor James S. Lochhead Executive Director Ha! D. Simpson State Engineer Thank you for referral for the Sierra Pinyon Subdivision, a resubdivision of Lots 17, 18 and 19, Sierra Vista Ranch located approximately two miles south of the Town of Silt. The applicant is requesting to split three 35 or more acre parcels into 12 lots. The proposed source of water is one common well per three lots. A review of our records indicates that permits 178797, 176762 and 178798, copies attached, were issued for domestic use on parcels 17, 18 and 19, respectively. Each permit allows water from the well to be used for up to three single family dwellings, the irrigation of not more than one (1) acre of home gardens and lawns and the watering of domestic animals. The applicant proposes to divide Lots 17 and 19 into three (3) lots each while Lot 18 will be divided into six (6) lots. Pursuant to §30-28-136(1)(h)(I), C.R.S., the State Engineer's Office offers the following opinion for your consideration regarding material injury to decreed water rights and the adequacy of the proposed water supply: Pursuant to §37-92-602(3)(b)(III), the cumulative effect of all such wells in the subdivision shall be considered in determining materially injury for which the water supply plan has not been recommended for approval by the state engineer. In this case, the water supply for the division of land for Lot 18 has not been recommended for approval by this office. As such, the applicant must obtain a water augmentation plan approved by the Water Court in Glenwood Springs prior to the issuance of any well permits for said subdivision. Dave Michaelson Page 2 September 6, 1994 Should you have further questions or comments regarding the water supply for this project, please contact me at the above address. incerely, Jai y T. 4 pington * ter Resources Engineer attachments cc: Orlyn Bell, Division Engineer Bob Klenda, Water Commissioner sierra. sub Form No. OFFICE OF THE STATE ENGINEER GA -25 COLORADO DIVISIS OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 c" (303) 866-3581 APPLICANT BARTON PORTER 2571 - 314 RD NEW CASTLE CO 81647 ( 303)984-2790 PERMIT TO CONSTRUCT A WELL • LIC WELL PERMIT NUMBER 178797 DIV. 5 CNTY. 23 WD 45 DES. BASIN MD Lot: 17 Block: Filing: Subdiv: SIERRA VISTA RANCH APPROVED WELL LOCATION GARFIELD COUNTY NE 1/4 NW 1/4 Section 22 Twp 6 S RANGE 92 W 6th P.M. DISTANCES FROM SECTION LINES 869 Ft. from North Section Line 3910 Ft. from East Section Line ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDRIONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of the permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction and Pump Installation Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 17. 3) Approved pursuant to CRS 37-92-602(3)(b)(II)(A) as the only well on a tract of land of 37.27 acres described as lot 17, Sierra Vista Ranch division of land, Garfield County. 4) The use of ground water from this well is limited to fire protection, ordinary household purposes inside three (3) single family dwellings, the irrigation of not more than one (1) acre of home gardens and lawns, and the watering of domestic animals. 5) The maximum pumping rate shall not exceed 15 GPM. 6) The return flow from the use of the well must be through an individual waste water disposal system of the non -evaporative type where the water is returned to the same stream system in which the well is located. 7) This well shall be constructed not more than 200 feet from the location specified on this permit. APPROVED ! JD2 State Engineer Receipt No. 0370034A z DATE ISSUED JUN 0 9 1N By EXPIRATION DATE JUN 0 9 1996 Form No. GWS -25 APPLICANT OFFICE OF -THE STATE ENGINEER COLORADO MIS. OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 (303) 866-3581 BARTON PORTER 2571 314 RD NEW CASTLE CO 81647 ( 303) 984-2790 PERMIT TO CONSTRUCT A WELL 1235 WELL PERMIT NUMBER 176762 DIV. 5 CNTY. 23 WD 45 DES. BASIN MD Lot: 18 Block: Filing: Subdiv: SIERRA VISTA RANCH APPROVED WELL LOCATION GARFIELD COUNTY SW 1/4 SW 1/4 Section 15 Twp 6 S RANGE 92 W 6th P.M. DISTANCES FROM SECTION LINES 230 Ft. from South Section Line 4400 Ft. from East Section Line ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of the permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction and Pump Installation Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 17. 3) Approved pursuant to CRS 37-92-602(3)(b)(II)(A) as the only well on a tract of land of 55.33 acres described as lot 18, Sierra Vista Ranch division of land, Garfield County, being more particularly described on the attached exhibit `A'. 4) The use of ground water from this well is limited to fire protection, ordinary household purposes inside three (3) single family dwellings, the watering of poultry, domestic animals and livestock on a farm or ranch and the irrigation of not more than one (1) acre of home gardens and lawns. 5) The maximum pumping rate shall not exceed 15 GPM. 6) The return flow from the use of the well must be through an individual waste water disposal system of the non -evaporative type where the water is returned to the same stream system in which the well is located. 7) This well shall be constructed not more than 200 feet from the location specified on this permit. �J) 3-/N 911 APPROVED JD2 Receipt No. State Engineer 0361588 DATE ISSUED MR 14 1994 By EXPIRATION DATEMAR 1 4 1926 Form No. GWS -25 APPLICANT OFFICE OF THE STATE ENGINEER COLORADO DIVISIO OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 (303) 866-3581 BARTON PORTER 2571 - 314 RD NEW CASTLE CO 81647 ( 303)984-2790 PERMIT TO CONSTRUCT A WELL • LIC WELL PERMIT NUMBER 1787118 DIV. 5 CNTY. 23 WD 45 DES. BASIN MD Lot: 19 Block: Filing: Subdiv: SIERRA VISTA RANCH APPROVED WELL LOCATION GARFIELD COUNTY NW 1/4 NE 1/4 Section 22 Twp 6 S RANGE 92 W 6th P.M. DISTANCES FROM SECTION LINES 553 Ft. from North Section Line 2015 Ft. from East Section Line ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDMONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of the permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction and Pump Installation Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 17. 3) Approved pursuant to CRS 37-92-602(3) (b) (II) (A) as the only well on a tract of land of 36.75 acres described as lot 19, Sierra Vista Ranch division of land, Garfield County. 4) The use of ground water from this well is limited to fire protection, ordinary household purposes inside three (3) single family dwellings, the irrigation of not more than one (1) acre of home gardens and lawns, and the watering of domestic animals. 5) The maximum pumping rate shall not exceed 15 GPM. 6) The return flow from the use of the well must be through an individual waste water disposal system of the non -evaporative type where the water is returned to the same stream system in which the well is located. 7) This well shall be constructed not more than 200 feet from the location specified on this permit. APPROVED JD2 State Engineer Receipt No. 0370034B DATE ISSUED JUN 0 9 1994 By EXPIRATION DATE JUN 0 9 1996 WATER RES. TEL:303- 66-35 9 Sep 06 94 12:19 No .003 P.03 • • STATE OF COLOFADO OFFICE OF THE STATE ENGINEER Division of Water Resources Department of Natural Resources 1313 Sherman street, Room ti 18 Deriver, Colorado 80203 Phone (303) 866-3581 FAX (303) 866-3589 September 6, 1994 Mr. Dave Michaelson, Planner Garfield County Building and Planning 109 8th Street, Suite 303 Glenwood Springs, CO 81601 RE: Sierra Bluffs Subdivision Sketch Plan Section 22, T6S, R92W, 6th P.M. Water Division 5, Water District 45 Dear Dave: Rory Rnnxrr [;rn� rnnr tame. S. Lochhead E,2cutive Dtrectnr Hal D. Simpson Stale Engineer Thank you for referral for the Sierra Bluffs Subdivision, a resubdivision of Lots 10 and 11, Sierra Vista Ranch located approximately two miles south of the Town of Silt. The applicant is requesting to split two 35 or more acre parcels into six lots. The proposed source Of water is one common well per three lots. A review of our records indicates that permits 178786 and 178787, copies attached, were issued for domestic use on parcels 10 and 11, respectively, Each permit allows water from the well to he used for up to three single family dwellings, the irrigation of not more than one (1) acre of home gardens and lawns and the watering of domestic animals. The applicant proposes to divide Lots 10 and 11 into three (3) lots each. Pursuant to §30-28-136(1)(h)(I), C.R.S., the State Engineer's Office offers the following opinion for your consideration regarding material injury to decreed water rights and the adequacy of the proposed water supply: Since valid permits are in place for use at up to six (6) single family dwellings, there appears to be an adequate water supply plan for the development. Should you have further questions or comments regarding the water supply for this project, please contact me at the above address. S pcercly, appington sources Engineer attachments cc: Orlyn Bell, Division Engineer Bob Klenda, Water Commissioner sierra.sub WATER RES. TEL :303-866-3589 Mar 03 95 17:10 No.010 P.06 OFFICE OF THE STATE ENGINEER Division of MITI Resources Department of r+fatural Resources 1313 Sherman Slreet, Room 818 Denver, Colorado 80203 Phone (303) 066-3581 FAX (303) 866-3589 STATE OF COLORADO March 3, 1995 Mr. Dave Michaelson Garfield County Building and Planning 109 8th Street, Suite 303 Glenwood Springs, CO 81601 RE: Sierra Pinyon Subdivision Preliminary Plan SW 1/4, Section 15 and N 1/2, Section 22, T 6 S, R 92 W, 6th P.M. Water Division 5, Water District 45 Dear Dave: Roy Romer (i vernor James S. L01.116:0 Exe(Ili Director 1 ial D. SIn p , n Stet, rnyinccr Thank you for the referral for the above referenced subdivision outlined in the preliminary plan submittal by Starbuck Surveyors and Engineers, dated January 17, 1995. This proposal will create 12 single-family Tots on approximately 129.35 acres, The proposed water supply for this development Is to be provided by a central water distribution system supplied by four on-site wells. A water allotment contract with the West Divide Water Conservancy District (District) was Included In the submittal materials, Based upon information in the submittal, the State Engineer's Office offers the following opinion pursuant to Section 30-28-136(1)(h)(I), C.R.S., for your consideration regarding material injury to decreed water rights and the adequacy of the proposed water supply: It appears this office previously commented on this development In a letter to Garfield County dated September 6, 1994 (copy enclosed), Our comments from that letter still apply with the following additions: 1. The well permits referenced (nos. 178797, 176762, and 178798) were issued pursuant to Section 37-92-602 (3)(b)(II)(A), C.R.S., as the only wells on parcels of 35 acres or more, The use of water from each of these wells is limited to fire protection, ordinary household purposes inside three single-family dwellings, the irrigation of not more than one acre of home lawns and gardens, the watering of domestic animals. The use of these wells cannot exceed the permitted amounts, and these wells cannot be connected into a central system that ties two or more wells together, Although not specified, it appears the fourth well may be permit no. 177789. This permit was issued with the same limitations as the above referenced permits. WATER RES. TEL Mar 03 95 17:11 N0.010 F'.07 Mr, Dave Michaelson Page 2 March 3, 1995 2. No information concerning the proposed use of the water allotment contract with the District was provided. The water allotment contract references three wells that are to be connected into a central distribution system that will serve all 12 lots. If the applicant proposes to divert water pursuant to the allotment contract, new well permits must be obtained. Since the location of this development appears to be outside of the area approved in the District's substitute water supply plan, it is unlikely that well permits could be issued without a plan for augmentation approved by the Division 5 Water Court. 3. We are unable to comment on the adequacy of the water supply without an engineering or geotechnical study documenting the physical availability and dependability of ground water for the proposed uses at this site. As outlined in the statutes, Section 30-28-133, C.W.S., the subdivider is required to submit adequate evidence that a water supply that is sufficient in terms of quality, quantity, and dependability will be available to ensure an adequate supply of water. If the proposed wells are operated pursuant to the terms and conditions of the above referenced permits (issued pursuant to Section 37-92-602(3)(b)(II)(A), CRS.), there is a presumption of no material injury to decreed water rights. It is our opinion that if the wells are not operated pursuant to the above referenced well permits, or if the applicant proposes to operate three wells pursuant to the water allotment contract with the District, then material injury to decreed water rights may occur if diversions are made without a court approved plan for augmentation, The filing of a plan for augmentation and the subsequent judicial review and final decree should provide adequate terms and limitations to protect decreed water rights. Should you have further questions or comments regarding the water supply for thls project, please contact this office at the above address. Sincerely, Jeff Deatherage Water Resources Engineer cc: Orlyn Bell, Division Engineer Robert Klenda, Water Commissioner Steve Lautenschlager, Assistant State Engineer sierra.sub WATER RES. TEL Mar 03 95 17:11 Na.010 P.08 STATE Of COLOItAD0 • ACE OF THE STATE ENGINEER Division of Water Resources Department of Natural Resources 1313 Sherman Street, Room E18 Denver, Co orado 80203 Phone (303) GG -3581 FAX (303) 966.3589 September 6, 1994 Mr. Dave Michaelson, Planner Garfield County Building and Planning 109 8th Street, Suite 303 Glenwood Springs, CO 81601 RE: Sierra Pinyon Subdivision Sketch Plan Sections 15 & 22, T6S, R92W, 6th P.M. Water Division 5, Water District 45 Dear Dave: Roy Romer Ummew lames S. Lodthead Executive Director Hal 0. Simpson State Engineer Thank you for referral for the Sierra Pinyon Subdivision, a resubdivision of Lots 17, 18 and 19, Sierra Vista Ranch located approximately two miles south of the Town of Silt. The applicant is requesting to split three 35 or more acre parcels into 12 lots. The proposed source of water is one common well per three lots. A review of our records indicates that permits 178797, 176762 and 178798, copies attached, were issued for domestic use on parcels 17, 18 and 19, respectively. Each permit allows water from the well to be used for up to three single family dwellings, the irrigation of not more than one (1) acre of home gardens and lawns and the watering of domestic animals. The applicant proposes to divide Lots 17 and 19 into three (3) lots each while Lot 18 will be divided into six, (6) Tots. Pursuant to 00-28-136(1)(W% C.R.S., the State Engineer's Office offers the following opinion for your consideration regarding material injury to decreed water rights and the adequacy of the proposed water supply: Pursuant to §37-92-602(3)(b)(I1I), the cumulative effect of all such wells in the subdivision shall be considered in determining materially injury for which the water supply plan has not been recommended for approval by the state engineer. In this case, the water supply for the division of land for Lot 18 has not been recommended for approval by this office. As such, the applicant must obtain, a water atigraerationiaggLapproved by the Water Court in Glenwood Springs iollol1te _issuance of anv well permits for said subdivision, WATER RES. Dave Michaelson September 6, 1994 TEL:303-866-3589 Mar 03 95 17:12 No.010 P.09 --• • page 2 Should you have further questions or comments regarding the water supply for this project, please contact me at the above address. incerel y T. '��pington ter Resources Engineer attachments cc: Orlyn Bell, Division Engineer Bob Klenda, Water Commissioner sierra.sub PRELIMINARY PLAN REVIEW AGENCIES (SKETCH REVIEW) 1. Mt. Sopris Soil Conservation District Box 1302 Glenwood Springs, CO 81602 Bookcliff Soil Conservation District Box 1302 Glenwood Springs, CO 81602 3. City of Rifle Box 1908 Rifle, CO 81650 4. Town of Basalt P.O. Box Q Basalt, CO 81621 5. Town of Carbondale 76 South Second Carbondale, CO 81623 6. City of Glenwood Springs 806 Cooper Avenue Glenwood Springs, CO 81601 7. Town of New Castle P.O. Box 90 New Castle, CO 81647 8. Town of Silt Box 70 Silt, CO 81652 9. Town of Parachute Box 100 Parachute, CO 81635 10. Town of DeBeque Box 60 DeBeque, CO 81630 11. Carbondale Fire District 300 Meadowood Carbondale, CO 81623 12. Glenwood Fire Department 806 Cooper Avenue Glenwood Springs, CO 81601 13. Glenwood Springs Rural Fire Protection District 0090 Mel Rey Road Glenwood Springs, CO 81601 14. New Castle Fire Department Box 90 New Castle, CO 81647 1 � LA- 6- 114)-N rrc ._Bo .70 3 o33 CK 3 35'#/ za silt, co 8_1652 iv .C) co Si&q 7 16. Rifle Fire Department P.O. Box 1133 Rifle, CO 81650 17. Parachute Fire Department Box 295 Parachute, CO 81635 18. RE -1 School District P.O. Box 820 Glenwood Springs, CO 81602 RE -2 School District 839 Whiteriver Avenue Rifle, CO 81650 20. School District 16 Box 68 Parachute, CO 81635 22. Garfield CO. Road & Bridge P.O. Box 2254 Glenwood Springs, CO 81602 Garfield County Attorney 23. Colorado Department of Health 222 South 6th, Room 232 Grand Junction, CO 81501 24 � Colorado Division of Water Resources 1313 Sherman, Suite 818 Denver, CO 80203 J 25. Colorado Geological Survey 1313 Sherman Street Denver, CO 80203 26. Colorado State Forest Service 222 S. 6th Street, Room 416 Grand Junction, CO 81501 Public Service Company 1995 Howard Avenue Rifle, CO 81652 37. Western Slope Gas Company ATTN: Right -of -Way Section Box 840 Denver, CO 80201 27. Colorado Department of Transportation J i 3 606 S. 9th St. Grand Junction, CO 81501 28. Colorado Mined Land Reclamation Board 1313 Sherman Street Denver, CO 80203 29. Colorado Water Conservancy Board 1313 Sherman Street Denver, CO 80203 30. Colorado Division of Wildlife 50633 Highway 6 & 24 Glenwood Springs, CO 81601 31. Battlement Mesa Water & Sanitation Box 6116 Battlement Mesa, CO 81635 32. Spring Valley Sanitation Box 1506 Glenwood Springs, CO 81602 33. West Glenwood Sanitation District Box 866 Glenwood Springs, CO 81602 34. West Glenwood Water District Box 983 Glenwood Springs, CO 81602 rTh 35. Holy Cross Electric P.O. Drawer 2150 Glenwood Springs, CO 81602 U.S. West Communications J ' 118 W. 6th, #203 Glenwood Springs, CO 81602 39. Rocky Mountain Natural Gas P.O. Box 340 Glenwood Springs, CO 81602 40. Mesa County P.O. Box 20,000 Grand Junction, CO 81502 41. Eagle County Planning Department Box 179 Eagle, CO 81631 42. Rio Blanco County P.O. Box 599 Meeker, CO 81641 43. Pitkin County 130 South Galena Aspen, CO 81611 44. Bureau of Land Management Box 1009 Glenwood Springs, CO 81602 TCI Cablevision of Colorado Inc 1605 Grand Avenue Glenwood Springs, CO 81601 46. Carbondale Sanitation District 76 South Second Carbondale, CO 81623