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Home My WebLink About02633 s. •w #tOFr, -t TVW 1i "r19yr1.'.w-. fa •.'T 'bY t ;:r r'te '' ? "`'` w •.' -' _ r • F GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit 109 6th Street Suite 303 Assessor's Parcel No. Glenwood Springs, Colorado 81601 Phone (303) 945-8212 / This does not constitute INDIVIDUAL SEWAGE DISPOSAL PERMIT a building or use permit. PROPERTY • Snot Owner's Name S.G. Thompson Present Address 2509 Grand Glenwood Phone 945 -9793 System Location 0073 Native Lane, Westbank Mesa, Lot 25, Glenwood Springs Legal Description of Assessor's Parcel No. SYSTEM DESIGN Septic Tank Capacity (gallon) Other Percolation Rate (minutes /inch) Number of Bedrooms (or other) 4 C f'Iver- 164'3 Required Absorption Area - See Attached �f � - /i�ti S 5 / Special Setback Requirements: Date Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer 7 a'W °-- " L/`rSP Septic Tank Capacity jc2 SO 4C Septic Tank Manufacturer or Trade Name C.0 0 4,10 Septic Tank Access within 8" of surface yr5 Absorption Area. 3 7 vi✓ " "S mewl; -‘610 it" t-ve, ,tcosyer cc' Ahei C lizice es Ctivar y.PasS Absorption Area Type and /or Manufacturer or Trade Name /NFCL_ 171A / 4 7 ki r SUQE Adequate compliance with County and State regulations/requirements ye 5 Other O 7 �/ tx �"' Date / ,S Inspector c "IMc RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE *CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1984. 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con- nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. 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 Contained in the application of permit commits a Class I, Petty Offense ($500.00 fine — 6 months in jail or both). White - APPLICANT Yellow - DEPARTMENT INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION OWNER Stre Alai/ 61. I. T 1'Q,'V tvt 1 ADDRESS 79-0 eon P — z CjWS PHONE qqs S6 v CONTRACTOR S. 11Tovvt%�dlti- I�OH bit uG ADDRESS ASV ( 670 61 w5 PHONE 99S_ 9793 PERMIT REQUEST FOR ( NEW INSTALLATION ( ) ALTERATION ( ) REPAIR Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable building, location of potable water wells, soil percolation test holes, soil profiles in test holes (See page 4). LOCATION OF PROPOSED FACILITY COUNTY 4.1-17 FIRt.O Near what City or Town r OJ S SP6'I 5 iz.. f L. Legal Description or Address i! 07" 2- 5 WE 6 4w ts T E 64 P WASTES TYPE: (X) DWELLING ( ) TRANSIENT USE ( ) COMMERCIAL OR INDUSTRIAL ( ) NON - DOMESTIC WASTES ( ) OTHER - DESCRIBE f� BUILDING OR SERVICE TYPE: l ?I /1/6/LE FA 1.- 1� Q 5 ( Ogres C F Number of Bedrooms Number of Persons "7 ( ) Garbage Grinder ( Automatic Washer ( X Dishwasher SOURCE AND TYPE OF WATER SUPPLY: ( ) WELL ( ) SPRING ( ) STREAM OR CREEK Give depth of all wells within 180 feet of system: P tTril rd v x. r7y If supplied by Community Water, give name of supplier IV1z- 613Awks 144 SA- GROUND CONDITIONS: Depth to bedrock: 5 ATi A-c t 2 6-1:>()(2T Depth to first Ground Water Table r ' ` ' ` Percent Ground Slope `` 44 `' DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: Co 111 t L E' s Was an effort made to connect to community system? ( ) YES ( ) NO 11-i/i4 TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: (X) SEPTIC TANK ( ) AERATION PLANT ( ) VAULT ( ) - VAULT PRIVY ( ) COMPOSTING TOILET ( ) RECYCLING, POTABLE USE ( ) PIT PRIVY ( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE ( ) CHEMICAL TOILET ( ) OTHER - DESCRIBE FINAL DISPOSAL BY: (t() ABSORPTION TRENCH, BED OR PIT ( ) EVAPOTRANSPIRATION ( ) UNDERGROUND DISPERSAL ( ) SAND FILTER ( ) ABOVE GROUND DISPERSAL ( ) WASTEWATER POND ( ) OTHER - DESCRIBE WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? IV 0 2 • PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer) Minutes per inch in hole No. 1 Minutes per inch in hole No. 3 Minutes per inch in hole No. 2 Minutes per inch in hole No. 5 AP'P IK 4 `t sr OAT •� Name, addres and telephone of RPE who ade soil absorption tests: h I L F ♦-MINPSJt4I it) � l:C 1�4 L I N G, �'/ m C -rz n r', Rr1a n 1 q�5 -2saq / NAme, address and telephone of RPE responsible for design of the system: SO -rill u FL Sit 0 a ao :Do() IVIrkrz TSE4e 6,MtrA.SA) JIS ul 4 E to Su, 2o0 gy 5-I o10S 81 (.01 • Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and additional tests 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 purposes of the evaluation of the application; and the issuance of the permit is subject to such teens and conditions as deemed necessary to insure compliance with rules and regulations adopted under Article 10, Title 25, C.R.S. 1973, as amended. The undersigned hereby certifies that all statements 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 in legal action for perjury as provided by law. Signed SA, A/ Date 4-17 PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!! 3 CTL /THOMPSON, INC. CONSULTING GEOTECHNICAL AND MATERIALS ENGINEERS September 20, 1994 S.G. Thompson Construction 720 East Cooper Avenue Glenwood Springs, Colorado 81601 Subject: Soils and Foundation Summary Report Lot 25 Westbank Mesa Development Garfield County, Colorado Job No. GS -1359 Gentlemen: This letter presents a brief summary of our foundation recommendations for the above referenced lot. This summary is provided for information and is not intended for foundation engineering purposes. Field and laboratory data and specific criteria developed for foundation recommendations are presented in our report dated September 19, 1994 The soils encountered in the test hole on this lot consisted of 0.5 feet of organic, sandy clays underlain by 10.5 feet of sandy clays underlain by 9 feet of clayey sands. No free groundwater was encountered. We recommend construction of the proposed residence on a spread footing foundation. Footings should be designed for a maximum allowable soil pressure of 3000 psf and be at least 16 inches in width. Isolated pads should be at least 24 inches square. Exterior footings should be protected from frost action with at least 3 feet of cover. The soils encountered exhibited low swell potential. Slab -on -grade construction involves a low risk of heave and cracking. We recommend the following precautions for slab -on -grade construction: 1. Slabs should be constructed directly on the soils. Provision of a sand or gravel layer increases the possibility of a single source of water wetting the entire area supporting the slab. 2. Slabs should be separated from exterior walls and interior bearing members with a joint which allows free vertical movement of the slab. 3. Slab- bearing partitions should be minimized. Where such partitions are required, a slip joint should be constructed to allow free vertical movement of the slab. 234 CENTER DRIVE • GLENWOOD SPRINGS, COLORADO 81601 • (303) 945 2809 4. Door jambs, sheet rock on partitions, and other construction details should be constructed to allow vertical movement of the slab -on -grade floor. 5. Eliminate underslab plumbing as much as possible. Where such plumbing is unavoidable, it should be pressure tested before the slab is constructed. 6. Plumbing and utilities should be constructed with a joint which allows the slab to move freely. 7. All connections between the furnaces and the duct work should be provided with a collapsible connection to allow free movement in the event of slab heave. The above precautions will not keep slabs -on -grade from movement, however, the risk of damage can be reduced if these precautions are followed. A subsurface drain is recommended for this residence. The drain should lead to a positive gravity outlet or to a sump where water can be removed with a pump. The ground surface around the residence should be sloped to provide a positive drainage away from the foundation. We recommend a slope of at least 12 inches in the first 10 feet surrounding the residence. We recommend no irrigation system sprinkler heads within 5 feet of the building and the head should direct water away from the residence. Irrigation should be hand watered within 5 feet of the residence. In our opinion landscaping with native vegetation is best. Roof downspouts should discharge beyond the limits of backfill. We recommend providing splash blocks and downspout extenders. Landscaping details should be carefully designed to avoid collecting surface water near foundations causing wetting of the supporting soils. We recommend against the use of plastic membranes below landscaped areas surrounding the foundation. Use of a non - woven, geotextile fabric will control weed growth, yet allow evaporation. Very truly yours, CTUfHOMPS.$L IN . Jo r Br: . Manager :: J' :od AG1U - L0ef•r7I WILL 03 Li h-fe F , G '' a: O I Ti ')/', ( '4 UI G �v.�L'*i,fl G4Y'lV - /i Tit %: / °. ',:rya 7 L- 41.00' S >Ur jG 147.77' --t!) R�9 T N87'05125 °E L, 706,1/41°0- C) KY) cT S7623'00 "E- 2/ L I� (\. 0 c ��4� CT J_ o s / �, l I 1 Sb N 1 e N T7 • V - CD s o T� N O S 0 W • in V I� 2 8 ?. 0 _J t �- 4 " o __`4 �U93 a 0 ,. I 0 Q N >g •23 O9.•IY �, ti� u� .c o ?J e :•. 22 M N ID eX IQ2 / tiC so __ o y T �S. 00, 1 -_ :C-i) W N N ` r QO 3 p 4 SEPT � o u I ° / EXCLU / � C °. �� 4 ON[ [ ; 0 L el U r Ct" ��fi r Ld 2 4: 1 \ ` o wU 17 J :.:j., 2 CZ7m NS 6 J s rn t; 'I zQ �w w J 4e o s co x 5 2 3 9 - E; ;+ ry Tv M :0 v ('` --- \ t (0 d �\ g. , ■ io O N / 6 D � �� 1 0 'OO. % . y / f OO Jo. r ; l G O L e 7 7c • v I 1 TT T� 60 0 60 120 180 GRAPHIC SCALE IN FEET I ... CS _ .. , 1 INCII = 60 FEET --- THIS DRAWING IS For, FINAL IIA'r I INFORMATIONAL PURPOSES INDIVIDUAL LOT DETAILS TTESTHANK RANCH P.U.D. I aNLY, AND IS NOT TO BE IV;\ FILING NO.4 RESURDIVISION /' '� xut n u i e ° — LW USED FOR ESTABLISHING , .13171 dUOA k A,vJCW "v^a li; —_ `@O Y ^ � _ ^� "' ° ° + -/ „� ; rn.,- or n o. . o e■ : rnusu. am 1 LEGAL BOUNDARIES. I ".° e _ i .^ " „° e "" . —_ =' •