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Home My WebLink About1.0 ApplicationBEFORE THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO PETITION FOR EXEMPTION Pursuant to C.R.S. (1973) Section 30-28-101 (10) (a) -(d) as amended, and the Subdivision Regulations of Garfield County, Colorado, adopted September 1, 1972 and amended April 14, 1975, Section 1.02.17 (d) and 3.02.01 the undersigned c / 4, 'e /e K. respectfully petitioners the Board of County Commissioners of Garfield County, Colorado, to exempt by resolution the division of / / `t, 3 acre tract of land into y tracts of approximately "‘,0A- y/-441/9 acres each, more or less, and which tract to be subdivided is more particularly described as follows: (legal description - attach separate sheet if additional space is required) _itis L- .2- d .3 i Se c-7/04/ 3 d 'TP. ,S s, R. lro co. .Pm, ., Aci-eJ' GIrvve/9/ G> tr !N J%z_y from the definitions of "subdivision" and "subdivided land" as the terms are used and defined in C.R.S. (1973) Section 30-28-101 (a) -(d) and the Garfield County Suhdivision Regulations, for the reasons stated below: ,4 e _ f ' tjAle P ,P 41 v_ J /5 -Le 44 r LP /4/, In support of this petition, the Petitioner also submits the following: (a) Mao drawn to scale showing proposed lot suhdivision and access (b) Copy of deed (c) Vicinity map (d) State on source of domestic water.411/1.4)4410,1 We -ego (e) Statement on method of sewage disposals p ✓ice (f) 100 year floodplain information where live stream crosses or adjoins said tract (g) Fee in the amount of $ (h) Evidence of the soil types Submitted at Glenwood Springs, Colorado, this / day of , 19 c' Petitioner .z -7 Z Mailing Address /6ci7 Telephone Number EXEMPTION NAME: gAt 4J/ems DaAJ; S PURPOSE OF EXEMPTION: Z ,� ;1:fl /1?—3 6.ei1.2).eLAet.9 % X 4 (y 3 - / - a 3 --.1 O.c to � . QL,t *,07/ ZONING: /4/R/I �6M QUALIFICATION FOR S.B. 35 3 -2 GLC' � �d).4. r LOCATION OF SITE: •0_,0 . - 5 ) j 'rn: 'no. et/IA i WATER: DIV. OF WATER RESOURCES RESPONSE: SEWER: .6vN CHECK LIST: >< FEE PAID ($50 +1.00/acre for each parcel created under 35 acres) ,_ MAP showing proposed lots and access DEED gook ti °)°.5Q., o•,(y l6)"'l " 1974) X VICINITY MAP AJ/A 100 yr floodplain info. X( SOIL MAP IF community water, letter of approval from governing body COMMENTS: ope.e c1 Qe 40, „2,73,;25_5 d3oo�4.136 ��9e X97 WeiC 1' rs C.n_-.r. P11,01 y E Tuber Robert D $Carrow Mara S Oldlord Robert A V`ameo•fy LEGAL DESCRIPTION Part of Government Lot 2 and Government Lot 3, Section 30, Township 5 South, Range 90 West of the Sixth Principal Meridian, Garfield County, Colorado, more particularly described as follows: Beginning at the West Quarter Corner of said Section 30, a sandstone found in place, thence N.00°12'35"E. 309.81 feet along the westerly line of said Section 30, to the south bank of an irrigation ditch; thence along the southerly bank of said ditch the following courses and distances; S.61°07'28"E. 55.72 feet; thence N.74°43'29"E. 60.06 feet; thence 5.71°42'21"E. 98.08 feet; thence leaving the southerly bank of said ditch, S.00°08'56"W. 580.41 feet to a point on the northerly bank of an irrigation ditch; thence along the northerly bank of said ditch the following courses and distances; N.74°46'29"W. 32.41 feet; thence S.82°07'26"W. 141.01 feet; thence S.36°45'33"W. 48.69 feet, to a point on the westerly line of said Section 30; thence leaving the northerly bank of said ditch N.00°05'47"E. 362.29 feet along the westerly line of said Section 30 to the point of beginning, containing 2.78 acres, more or less. July 24, 1980 KKBNA, INC. 1001 Grand Avenue Glenwood Springs, CO 81601 RICHARD D. LAMM Governor DIVISION OF WATER RESOURCES Department of Natural Resources 1313 Sherman Street - Room 818 Deriver, Colorado 80203 Administration (303) 839-3581 Ground Water (303) 839-3587 May 23, 1980 Mr, Davis S. Farrar Garfield County Planning Dept. 2014 Blake Avenue Glenwood Springs, CO 81601 Re: Davis Exemption Dear Mr. Farrar: J. A. DANIELSON State Engineer 4,x-4Qi1980 We have reviewed the material submitted for the above referenced exemption application. The developer proposes to use wells for the water supply which would intercept ground water tributary to Elk Creek and the Colorado River at a point where there is still water available for appropriation. This office can issue individual domestic well permits to individual lot purchasers and we recommend approval of the Davis Exemption. Very truly yours, Hal D. Simpson, Chief Water Management Branch HDS/GDV:mvf cc: Lee Enewold, Div. Eng. Ralph Stallman Land Use Comm. KKBNA Job Title By Date Job no. Incorporated Consulting Engineers • Subject Sec Checked Sheet of • • .11 • • 41) ze 45C -Ascalon fine sandy loam 2 The native vegetation on this soil is mainly needleandthread, western wheatgrass, bluebunch wheatgrass, and big sagebrush. When the range condition deteriorates, forbs and woody shrubs increase. When the range is in poor condition, undesirable weeds and annual plants are numerous. Proper crazing rnanaipment maintains and improves range condition. Reduction of brush improves deteriorating range sites. Seeding is advisable if the range is in poor condition. Suitable plants for seeding are pubescent wheatgrass, western wheat - grass, and big bluegrass. For successful seeding, a good practice is to prepare a seedbed and drill the seed. This soil has potential as habitat for pheasant, cottontail rabbit, mourning dove, and squirrel. They obtain their food and shelter primarily from crops andh:ayland. This soil has few limitations for community development. Low strength, moderate shrink -swell, and frost action are factors that need to be considered in design criteria for structures and roads. Community sewage systems need to be provided if the population density increases. Capability subclass 111e; 1Ve (1ry1and. J u• `a 3) 7 ,+ • • 45C -Ascalon fine sandy loam, 1 to 6 percent slopes. This deep, well drained, nearly level to gently sloping soil is on mesas, alluvial fans, and terraces. It formed in sandstone and shale alluvium. Elevation ranges from 5,000 to 6,500 feet. The average annual precipitation is about 14 inches, the average annual air temperature is about 48 degrees F., and the average frost -free period is about 120 days. Typically, the surface layer is brown fine sandy loam about 5 inches thick. The subsoil is yellowish brown : andy clay loam or clay loam about 30 inches thick. The substratum is very pale brown sandy clay loam or fine sandy loam that extends to a depth of more than 60 inches. Included with this soil in mapping are small areas of Olney and Potts soils, both on slopes of 1 to 6 percent. Permeability of the Ascalon soil is moderate. Effective rooting depth is 60 inches. Available water capacity is moderate. Surface runoff is slow and the erosion hazard is slight. This soil is used mainly for irrigated crops, hay, and pasture- land. Some areas are used for livestock grazing and for wildlife habitat. Irritation is accomplished primarily through corrugations, although sprinklers are a good alternative method. This soil is easily eroded and conservation practices such as m i rri rrIuJr t, i ] i r„ �•, gra ,,: w,it., r•w,iys, and tail-wii1 ...untrul wj l I 1 o1' r•x. :.j v, t•r•(,:;jt.tr. Drop structures in dit.e'lp‘;:, runtrc).l water and prevent t xces give dit'.h erosion. ,0 • .lap Unit No. 45C SOIL CHARACTERISTICS Depth to bedrock Texture Surface Subsoil Substratum Unified Classification Permeability Percent coarse fragments (greater th9 3 inches) Salinity (ECx10 @ 25°C) pH (surface) Shrink -swell Potential Potential frost -action (surface) Flood Hazard Hydrologic Group Corrosivity Steel (uncoated) Concrete DEGREE & KIND OF LIMITATIONS (0 is Slight, M is Moderate, S is Septic Tank Absorption Fields Sewage Lagoons Sanitary Landfill Trench Area Shallow Excavations Dwellings w/basements w/0 basements Local Roads & Streets SUITABILITY AS A SOURCE OF... Daily Cover for Landfill Roadfill Sand Gravel Topsoil SUBJECT TO CHANGE. • More than 60 inches Fine sandy loam Sandy clay loam Sandy loam, sandy clay loam SM, SC, SM -SC : Moderately rapid 0 7.4-8.4 Low to moderate Moderate None B Moderate Low Severe) 0 S Seepage S Seepage S Seepage 0 M Low strength M Low strength M Shrink -swell, frost action • Good Fair Shrink -swell, frost action, low fool• F xco.,., ▪ Unsuited Good Small stones strength NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION