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Home My WebLink About1.0 Application�) 1 5/a g/6o 411, • SO•" oto... BEFORE THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO APPLICATION FOR CONDITIONAL USE This application for conditional use is submitted pursuant to Sections 3.07.02 and 9.01 of the Garfield County Zoning Resolution for: Conditional Use: Mobile Home as principal use of the lot. Owner's Name • . Walter A. Stowe and Delores A. Stowe Mailing Address: 5445 154 Road Glenwood Springs, Colorado 81601 Telephone 945-5366 Present Zoning : Commercial Limited Lot Size •.19 acres Legal Description: A parcel of land situated in Government Lot 18 of Section 1, Township 7 South, Range 89 West of the Sixth Principal Meridian, Garfield County, Colorado, more particularly described as follows: Beginning at a point whence an iron post with a brass cap set in place and properly marked for the Southeast Corner of Government Lot 36 in said Section 1 bears S.82°28'32" E. 1214.97 feet; thence S.87°47'00" E. 112.03 feet; thence S.02°13'00" W. 35.74 feet; thence S.54°57'10" E. 6.72 feet; thence S.88°13'17" E. 28.00 feet; thence S.09°19'48" W. 32.46 feet; thence N. 80°40'12" W. 24.75 feet; thence S.61°27'18" W. 5.70 feet; thence S.09°19'48" W. 4.00 feet; thence N.80°40'12" W. 99.97 feet; thence N.09°02'12" W. 64.05 feet to the Point of Beginning; containing 8242 square feet or 0.19 acres, more or less. Mobile Home Description: Make Skyline Year 1980 Length 71.5 feet Width 14 feet Utilities: Water Well (See water right attached) Sewage Septic (System installed and approved) Electricity: Lot line Gas Propane Access to property: Easement to State Highway 82 Submitted at Glenwood Springs, Colorado, this 27th day of May, 1980. Walter A. Stowe and Delores A. Stowe SCHENK & KERST Petitioners Atto neys for etitioner 5445 154 Road Bv: Mailing Address n R. Schenk Glenwood Springs, Colorado 81601 . No. 7788 e 209, Village Plaza 945-5366 wood Springs, CO Telephone Number ephone: 945-2447 NAME: 1��a iCec� SPECtAt USE PROPOSED Zagett USE & LO,CATION: ic.m-Yo-"A 71'1. zys,\._ c./ &v._ • i ele_AE4, voit‘,\45LiA .c Dag . ACCESS: ZONING: C WATER: c SEWER: CHECK LIST: )'( FEE PAID ($250.00 indus. $500 other) LETTERS OF APPROVAL: UTILITY CO. ACCESS i{ VICINITY MAP AYA MAIL RECEIPTS a✓ PROOF OF PUB. �( LETTER TO COMMISSIONERS COMMENTS: IN THE D1:;TRICT COURT IN AND FOR WATER DIVISION ;1O. 5 STATE OF COLORADO IN THE MATTER OF THE APPLICATION FOR WATER RIGHT; OF 7ALTER A. STC;?E IN THE Rt .'RI ::G r'U:.K RIVER OR ITS TRIBUTARIES TRIBUTARY INVOLVED: IN CASE NO. w- 1798 GRFIELD COUNTY 0 ' ` lv • D",,m `;,•.. � � 9f- C(ifJi S. RULING OF THE REFEREE ABSOLUTE DECREE FOR UNDER GROUND WATER RIGHTS And the Referee having made the investigations required by Article 21 of Chapter 148, C.R.S. 1963, as amended does hereby make the following ruling, to wit: This application was referred to the Water Referee of Water Division No. 5 on the 2 nd day of F ebrur.ry , 1973 . 1. Name of Applicant Walter A. Stowe Box 276; Glenwood Springs, Colorado Address 2. The name of the structure is Stowe Well. 3. The Legal description of the structure is: The well is located in Lot 18, Section 1, T. 7 S., R. 89 W. of the 6th P.N. at a point whence the Southeast Corner of Lot 9, said Section 1 bears N. 21005'08" E. 435.04 feet. 4. The depth of the well is 85 feet. The date of initiation of appropriation is May 1, 1968. 5- 6. The amount of water claimed is 0.022 cubic foot per second of time. 7. The use of the water is domestic. 8. The State Engineer's number is 34292. 9. The Priority date is May 1, 1963. 10. The date of the application was January 22, 1973. It is the ruling of the Referee that the statements in the application are true and that the above described water right is approved and granted the indicated priority; subject, however, to all earlier priority rights of others. It is accordingly ordered that this ruling shall become effective upon filing with the Water Clerk, subject to Judicial review as provided by law. Done at the City of Glenwood Springs, Colorado this Z day of /l-fr¢f t* Referee Water Division No. 5 -State of Colorado • GARFIELD COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH 2014 Blake Avenue Glenwood Springs, Colorado 81601 INDIVIDUAL SEWAGE DISPOSAL PERMIT Owner System tocation This does not constitute a building or use pei mit. Licensed Contractor -,�'o " Conditional Construction approval is hereby granted for a gallon Septic Tank or reatment unit. Absorption area (or diapersal area) computed as follows: / Perc rate of one inch in 3 minutes requires a minimum of /�F), 0 sq ft of absorption area per bedroom. Therefore the no. of bedrooms x /Oa sq ft minimum requirement = a total of 4;;00 sq ft of absorption area. May we suggest L e77C e 5ep /.,Z 24-/7 i e Date / Inspector 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 cover- ing any part. dK Septic Tank cleanout to within 12" of final grade or aerated access ports above grade. Proper materials and assembly. Trade name of septic tank or aerated treatment unit. _i\ Adequate absorption (or dispersal) area. KAdequate compliance with permit requirements. /z5 c) KAdequate compliance with County and State regulations/requirements. �/f Other -7 c Date 1_"L eey Z. / J /72 2 Inspector , aG / 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 au- thority 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 viola- tion 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 in- volves a knowing and material variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense (5500.00 fine — 6 months in jail or both. Building Official — Permit White Copy Applicant — Green Copy Dept. — Pink Copy SC)IL CHARACTERISTICS De t h to ReO rock Texture Surface loam, silt loam Subsoil loam, silty clay loam Substratum loam, silt loam Unified/AASHO Classification: ;'L, CL, CL -ML, CH; A-4, A-6, A-7 Permeability (below 2 feet) : moderately slow to moderate Percent Coarse Fragments (gravel, cobble, stone) . 0 to 5 percent Soil Reaction (pH) . 7.4 - 8.4 Shrink -Swell Potential moderate Potential Frost Action' (surface) rn derate Flood Hazard •• none Hydrologic Group • Corrosivity - Steel .• high - Concrete •• low DEGREE & KIND OF LIMITATIONS (0 is Slight, M is Moderate, S is Severe) Septic Tank Absorption Fields M - permeability rate Sewage Lagoons : M to 7% - seepage; S over 7% - seepage, steep slopes Sanitary Landfill - Trench : M - seepage - Area : 0 Shallow Excavations 0 Dwellings w/basements : 0 w/o basements M - low strength Local Roads and Streets : M - low strength SUITABILITY AS A SOURCE OF.... Daily Cover for Landfill Fair - hard to pack, seepage Topsoil rood Sand Unsuited Gravel Trnsuited Roadfill Poor - low strength, frost action OTHER SOIL FEATURES "ADVANCE COPY SUBJECT TO CHANGE" NOT TO BE USED IN PLACF. OF ON-SITE INVESTIGATION. SOIL CHARACTERISTICS • Depth to Bedrock* Texture Surface Subsoil Substratum Unified/AASHO Classification: Permeability (below 2 feet) : Percent Coarse Fragments (gravel, cobble, stone) Soil Reaction (pH) Shrink -Swell Potential Potential Frost Action" (surface) Flood Hazard Hydrologic Group Corrosivity - Steel - Concrete : trr17-do2o ovo,•and, gravel DEGREE & RIND OF LIMITATIONS (0 is Slight, M is Moderate, S is Severe) Septic Tank Absorption Fields Sewage Lagoons Sanitary Landfill - Trench - Area Shallow Excavations Dwellings w/basements w/o basements Local Roads and Streets SUITABILITY AS A SOURCE OF.... Daily Cover for Landfill Topsoil Sand Gravel Roadfill sandy loam windy clay loam gravelly sandy loam, stony sandy loam SM, SC, GP, GM; A-2, A-4, A-1 moderately rapid to rapid :30 to :7.4 - :low :low • :none :B :high :low :Os 80 percent below 2 feet 7.8 :S - seepage :S - :S - seepage seepage :S - cutbanks cave, small stones :0 :0 :0 :Fair - thin layer, small stones :Fair - thin layer :Good : Good : Good OTHER SOIL FEATURES • rapid permeability may cause a pollution hazard. "ADVANCE COPY SUBJECT TO CHANGE" NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION.