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Home My WebLink About1.0 Application• Sketch Plan X Preliminary Plan Final Plat SUBDIVISION APPLICATION FORM SUBDIVISION NAME: Sierra Bluffs OWNER: Dennis W. Cooley and Wanda S. Cooley ENGINEER/PLANNER/SURVEYOR: Starbuck Surveyors and Engineers LOCATION: Section 22 Township 6 South Range 92 West WATER SOURCE: One common well per three lots SEWAGE DISPOSAL METHOD: Individual Sewage Disposal Systems PUBLIC ACCESS VIA: Garfield County Road 331 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) Residential Number Acres Single Family 6 75 Duplex -0- Multi-Family -0- Mobile Home -0- (2) (3) (4) (5) Commercial N/A Industrial N/A Public/Quasi-Public N/A Open Space/Common Area N/A TOTAL: 75 Acres PARKING SPACES: Residential: Per Design Standard Commercial: N/A Industrial: N/A • • Sketch Plan X Preliminary Plan Final Plat SUBDIVISION APPLICATION FORM SUBDIVISION NAME: Sierra Bluffs OWNER: Dennis W. Cooley and Wanda S. Cooley ENGINEER/PLANNER/SURVEYOR: Starbuck Surveyors and Engineers LOCATION: Section 22 Township 6 South Range 92 West WATER SOURCE: One common well per three lots 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) Residential Number Acres Single Family 6 75 Duplex -0- Multi-Family _0_ Mobile Home -0- (2) Commercial N/A (3) Industrial N/A (4) Public/Quasi-Public N/A (5) Open Space/Common Area N/A TOTAL: 75 Acres PARKING SPACES: Residential: Per Design Standard Commercial: N/A Industrial: N/A • • SUPPLEMENTAL INFORMATION to SIERRA BLUFFS SUBDIVISION APPLICATION FORM A. See attached Well Permits. B. As stated in application. 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 road and to construct six homes. The access road to Lot 6 will cross Dry Hollow Creek; there will be a bridge or culvert designed by a Professional Engineer registered in the State of Colorado. There are no lakes in the proposed subdivision. E. There are no known radiation hazards on or near the proposed Sierra Bluffs Subdivision. F. See note on attached Sketch Plan Map of Sierra Bluffs Subdivision; see attached portion of Sierra Vista Ranch plat; also see statement on Application concerning public access. G. The following Utility Companies provide service in the local area of the proposed Sierra Bluffs 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. U.S. Department of Agriculture Soil Conservation Service • • SOIi, INTERPRETATION REPORT Survey Area- RIFLE AREA PARTS OF GARFIELD AND MESA COUNTIE Page - 6/27/94 Map Symbol, Septic Tank Dwellings with Roadfill Drainage irrigation Soil Name Absorption Basements Fields Sl OLNEY MODERATE MODERATE FAIR LIMITATION LIMITATION Percs Slowly Slope Low Strength Slope Slope Slope Shrink -swell S6 POTTS MODERATE MODERATE GOOD LIMITATION LIMITATION Percs Slowly Slope Deep To Water Slope Slope 4, U.S. Department of ti riculture Soil Conservation Service NONTECHNICAL SOILS DESCRIPTION REPORT FOR DESCRIPTION CATEGORY - SO1 Survey Area- RIFLE AREA PARTS OF GARFIELD AND MESA COUNTIE Map Symbol Page - 1 6/27/94 Description 51 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. 56 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 TORRIORTHENTS-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 Opriculture Soil Conservation S vice 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. Form No. GWS -25 APPLICANT OFFICE OF THE STATE ENGINEER COLORADO DIVIAiN OF WATER RESOURCES 818 Centennial Bldg., 1313 erman St, Denver, Colorado 80203 (303) 866-3581 • 634 WELL PERMIT NUMBER 178786 _ DIV. 5 CNTY. 23 WD 45 DES. BASIN MD Lot: 10 Block: Filing: Subdiv: SIERRA VISTA RANCH APPROVED WELL LOCATION GARFIELD COUNTY NE 1/4 SW 1/4 Section 22 DENNIS W & WANDA S COOLEY 200 W 20TH ST #B28 RIFLE CO 81650 ( 303) 625-3022 PERMIT TO CONSTRUCT A WELL Twp 6 S RANGE 92 W 6th P.M. DISTANCES FROM SECTION LINES 3292 Ft. from North Section Line 2798 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 36.44 acres described as lot 10, 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. d-1) 0\\NE-B' APPROVED JD2 State Englneer Receipt No. 0370029A DATE ISSUED JUN 0 9 1994 By EXPIRATION DATE JUN 0 9 1996 Form No. GWS -25 APPLICANT OFFICE OF THE S TE ENGINEER COLORADO DMSIIIM OF WATER RESOURCES 1 818 Centennial Bldg., 1313 Sherman St, Denver, Colorado 80203 (303) 866-3581 634 WELL PERMIT NUMBER 178___ DIV. 5 CNTY. 23 WD 45 DES. BASIN MD Lot: 11 Block: Filing: Subdiv: SIERRA VISTA RANCH APPROVED WELL LOCATION GARFIELD COUNTY NW 1/4 SE 1/4 Section DENNIS W & WANDA S COOLEY 200 W 20TH ST #B28 RIFLE CO 81650 ( 303)625-3022 PERMIT TO CONS 1 HUCT A WELL 22 Twp 6 S RANGE 92 W 6th P.M. DISTANCES FROM SECTION 2732 Ft. from 2140 Ft. from North East LINES Section Line Section Line ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDI1lONS 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 38.58 acres described as lot 11, 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 (awns, 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 ow State Engineer Receipt No. 0370029B DATE ISSUED JUN 0'9 1994 By J -D -7'1( EXPIRATION DATE JUN 0 9 1996 -421999, 2636.83' 83' 72 He 27 Ac 4ORTH 950.45' 1413.42' 3 SIE=RA VISTA RANCH 00°2 4 /1WAD0 RC14D \+‘ !EASEMENT; --.- 162891'• 38.28 Ac ( •.) W `L � 1 co ,p,9 S OO° 39141"E 2629.27' 1005 90 82-9 27 / 7 50.00' 1050 00 47 05 Ac 4! /.) MES.' ROAD ��'E..•EMf h' 3 SOUTH Q� � V '1 I ; 0) 4�\ip in a N ,1-. ,1 z -Q u7 Q 11 , ;+ • a��j z- ;39.5�.Ac- sr 4 may\ 38. i,C� \Jydl 1° Lo t, /---1/4,0%. 1St EASEMENT �JJ. \ 8 • 46 881A'c 550 00' 00°29 49 W 1321.62' I0 k 4C4 MES.. N'AO rte- :EASEMENT) _u/ 36.44Ac %� •O O 771.62' 1121.58' NOO° 29 50"W 2643.16' 1) a• 36.c4/ ;36.17 Ac- 39 934C: S/ERR4 ✓!S - 4 ---.0041040,0T) 38E4Ac� 1521.58' R04D 131244' S03°44'35"W 163429' M v a '187.22'18'c 45.6C. CLERK R •`> This pl; at e 3 andi'!i-i oidinanc 3590 Ac "2 '4 3 7c1- �1n EV c 3724Ac' # a� �! O M m cc / A Z 1116.68' N 00'37153 W 1313.39 N 00039 12 W'-. Garfield Co. Rd. 331 7 36.21 Ac 1200.00 2621.81 • FAIL I s_,4NW /4 Couitrr Approve. calcula SURYEYO This is under R and co, NOT Bear1nc ' Road ea l71lS 0 i