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Home My WebLink Aboutpitkin.eh.264904401007 (1993) 2.-C-4r c/ --C,c r -f o/ —O C '7 ASPEN‘PITKIN ENVIRONMENTAL HEALTH DEPARTMENT INDIVIDUAL SEWAGE DISPOSAL PERMIT NO. 30 1 (P TYPE OF PERMIT: ( )Initial Construction ( )Emergency Use .Repair Work,(Provious Permit 1 •) ( )Alteration onerf an'existing system,' or installation ( )Use Permit as a result of Sale " ( )Other: ISSUED TO: DATE OF ISSUE .J i-%/-ie. 7, / 7 73 Owner A1.1 d y C ei 62.44 / ct 7 Home Phone 'Go 3 ' 766-)Business Phone gLo 3 c7 266 v Mailing - Address Q OX: S' -7 C:Cv-, l✓'e)-fr-7'c-r'/76n C /0 �S/C,2- 3 ..-)306. .-1 Dom) apd Cezeboo - dgC',e,. C'lc Agent 5e(- - Phone Sam e Ad fl r4 3C(Q , Dn f4 . Sewage Disposal System Work to be performed by o This permit valid only for premises location by tho following legal descriptions C4' 73/ `4_ 6 *1-4(0/..)/ 47,,y . LOT SIZE 2 /0r(-4,t' , WATER SUPPLY /0601-- 77,70:4 '/'1. AVERAGE PERCOLATION RATE _7/11,4/ . This Individual Sewage Disposal Permit is granted with a d to the following use: S//d•}/4F/ l,-,7,e r� /`'-,'s/ 4�ee. Number of: Dodreoms .3 Lofts Garbage Disposals Dishwashers Clothes Washors . CALCULATED AVERAGE DAILY WASTE LOAD GALLONS. THE NATURE OF THE SYSTEM INCLUDED UNDER THIS PERMIT: ccr7-f" 7`e. i 2i ' �j�� Tank.Capacity //")° •") ' Callon Minimum ype of Tank or Treatment Units l G-�� :thod of Final Disposals t&z c 4Zetc( c.J✓'% ytJC/w Absorptiop .Area*SPC' be 1O.-t) Square Feet Minimum . ascription (including brand name, if any) of other equipment or appurtnancess* 132_0 3Z0 % ,i)C-%% PS 0)- 66) izr in,4i6- 7)-- -/%4,7," '77"®.(7)cfGie? S . Dk / 7"Z6- Cee4cGi -c/gGexp-l a' lO37 er 04r42/znbi be f7act) - :ther Conditions or Specifications, • STAGES REQUIRING INSPECTION BY THE HEALTH DEPARTMENT: `�t` ( )Refore Excavation ( )Upon completion of excavation and prior to placement of gravel ,(.cZBefore covering distribution system of absorption field (.f Prior to backfill of any component ( )Other, Specifys Plans and specifications of the proposed sewage disposal system have been reviewed and are considered satisfactory. Permission is hereby granted to the owner or his agent to perform the work indicated above in accordance with the Pitkin County Individual Sewage Disposal Regulations in effect on the date of issue. In addition to general provisions act forth on the reverse hereof, this Permit is subject to the following additional terms and conditions: • . • APPROVED FOR ISSUE BY /// /ke-2 (title) -- • The above individual se�rago disposal system installed by 13: // U 11&S - -- has been Inspected for use by a representative cf the Aspen/Pit Lnvironm.•ntaA Resit, Department.--The uwnor ass all reepensibility in case of failure or inadequacy of this sewage disposal system. Complete as-built drawing attached. DATE OF FINAL INSPECTION 6 �// __ BY: ji _ TITLE E !R 130 South Galena Street Aspen, Colorado 81611 303/620-5070 1 IMIIIIIIIIIIIII 0 s 4i 6' 11 / bj,.4,,Itilo pia-A) ' 41 149, im,stAn. 5 Doo 1\1,01 0 „a3I 0.4,444-) 44et. s' i-tou,se ASPEN.PITKIN 2611 r 04 -O/- 007 ENVIRC ..MENTAL. HEALTH OEPARTI,.ENT APPLICATION FOR AN INDIVIDUAL SEWAGE DISPOSAL- PERMIT - Name of OWNER RuAC-- Cois ~ PHONE (403 -q"1(00 Address of OWNER 30 - 0 •- • 4i, sk AMOK' ._ . , li-,, t b ali 7 PHONE ` ,,• 84 Name of APPLICANT :.:. LL rmfT TO BE: ( )Picked Up • ) ailed to: TYPE OF PERMIT: ( )Nev Installation ( )Repair Owner ( )Applicant : L )Emergency Use ( )Alteration NOT due to failure : TION OF PROPOSED SYSTEM: . ;al Description • Ly {' 'N."O ''t { a Block FiringSubdivision Size of Lot acres _ - - Do you plan any further additions to the #x PE OF STRCCTURE: Single Family Dwelling ( )Other: residence? ( )YES ( )NO 00. Of bedrooms •%j • No. of Lofts ., No. of Garbage Disposals r`' ; ___ No: of Automatic Dishwashers No. of Automatic Clothes Washers HATER SUPPLY: ( )Private Well, Depth or ( )Public, Name of System ( )Spring . • ( )Stream or Creek - TYPES OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: 9Septic Tank/Absorption Field ( )Aeration Plant/Absorption Field ( )Composting Toilet ( )Incineration Toil t ( )!Sound ( )Other:'�'' _' ?- d t, 4')rc�, ( )Recycling, potable use ( )Recycling, other use ( )Vault Privy The'initial site inspection must be arranged with the Aspen/Pitkin'Environmental Health Department (925-2020. 8:30-9:30 a.m.) before a permit can be issued. The individual sewage disposal permit must be issued before a building permit can he obtained. rIKAL INSPECTION APPROVAL MUST BE GIVEN BY THE ASPEN/PITKIN ENVIRONMENTAL HEALTH DEPARTMENT PRIOR TO BACKFILLING ANY PORTION of THE SYSTEM. Application for an individual sewage disposal permit is hereby submitted. The undersigned acknowledges that the above information is true and that false inf•rmation will invalidate the application and any subsequent permit. Signature of Applican _, `__ • .0"-y. -� fit (This application becomes. invalid 12 months from the above date.) NOTE: PLOT PLAN must be filed with this application. Please locate the following items by measured distances: 1. Property lines and dimensions. 2. Proposed and existing water wells on subject property and adjacent property. _ 3. Domestic water service lines. 4. Proposed and existing buildings, driveways, and other • structures. S. Streams, lakes, ponds, irrigation ditches, and other water courses. • 6. Proposed and existing individual sewage systems on subject _ property. , SUBMIT A REVISED PLOT PLAN PRIOR TO CONSTRUCTION IF INSTALLATION IS TO BE CHANGED FROM ORIGINAL PLAN.- The undersigned hereby acknowledges receipt ofrthis individual sewage disposal permit application anddya perm t fee he amour. of $ /rj a. CID , Receipt Number / ITC/(..0 6..)/(// -;. Date Fee Received Administrati o Officer • 130 South Galena Street Aspen, Colorado 81611 303/920-5070 11101 . .'• • • •• ,I, •;.>.„,;6..,....,..',:.t . 4/ , .•:::••:.s',-5. .. .A••••4••,/,-i• �'a'� ;,y�:'':, () �.- .,:,..7,. ,..-:.,...;•::::::::. �f\•A ,� x r � t`�"�� 0. • r. FiY/•''t • SVCS \r • .� ir Sr•c1t n • -I • 9) g e". p......•-•''r .of pp 7 y0, Z j� I a��a.'p� i�, -,q6 _ ;fir,• :".......,........A...:'• w ..},, } I i0w,'J(' 9?� • ;�.1 J O :t a ai �r?'yr • 1 a y' • i'It1 713. ' ', .. i ▪ C. ` ` 1 % 6: 7/1/ Nelson Environmental& Wastewater Solutions, Ltd, i�--., A-7--P( T -7-,dpte-�3 E , / W May 24 , 1993 SMs . Audrey Quiat P. O. Box 847 Carbondale , CO 81623 Subject : Soils Evaluation and Percolation Test for Individual Sewage System Design for Lot 8 Crystal View Heights , numbered as 0306 Red Dog Road, Carbondale , CO 81623 Dear Audrey, As requested, Nelson Environmental and Wastewater Solutions , Ltd. , performed a soils study and percolation testing for design of a septic system for the existing residence at the subject site . This study was conducted in accordance with Section 4-5 of Pitkin County Regulations On-site Sewage Disposal Systems on Friday, May 14 , 1993 . The data obtained and our recommendations are based on the proposed system construction and the subsurface conditions encountered. Existing Construction : The existing residence is a three bedroom, two bathroom house . The property is served by a subdivision well and is approximately 2 acres in size . Site Conditions : The site is a lot in the Crystal View Heights subdivision to the west of State Highway 133 and several hundred feet from the Crystal River . The residential structure was constructed on the property in the early 1970 ' s . The existing septic system consisted of a 750-gallon single chamber concrete septic tank and, most likely a cinderblock drywell covered with railroad ties . This was a typical residential on-site sewage system at the time of the original construction. An inspection of the sewage disposal system site indicated that the existing septic tank/ seepage pit was malfunctioning. The ground surface , which appears natural in the proposed area of the replacement absorption field, slopes rather gently to the east at about a 5% to 10% grade . There is a rather deep natural drainage swale to the south and an irrigation ditch well above the subject property. The drainage has apparently been cut off by the development of several uphill lots Subsurface Conditions : A soil profile pit , within 10 feet of the proposed absorption area, was excavated on May 18th or 19th. The excavation revealed that no groundwater or bedrock was present within eight feet of the surface P.O.Rnx 6961 Snowmass Village.CO.81615 Office (303) 923.3289 Home (303) 923.2766 `"'/ Audrey Quiat 0306 Red Dog Road May 24 , 1993 Page 2 of the ground. In general , the subsoil consisted of a silty red sand with small cobbles and boulders , two to eight inches in diameter , to the depth of profile hole ninety-seven inches . The subsurface soil conditions were evaluated with the standard percolation test procedures at the approximate location shown on Figure 1 . The test holes were excavated by this company, preparatory to the test , on the site of the proposed replacement absorption system. Percolation Testing: Percolation testing was performed in the proposed.absorption trench area north of the residence . This testing was performed in three shallow holes excavated with hand tools to a depth of twenty-seven to thirty-two inches . The percolation holes were pre-soaked before our testing by adding water the evening before and approximately five hours and one hour before beginning the percolation test . The results of the percolation testing are presented in Table I . These results indicate the silty sand soils have an average percolation rate of 27 minutes per inch, a satisfactory percolation rate under Pitkin County criteria. Limitations : This report has been prepared in accordance with generally accepted practices in this area for use for sewage disposal design purposes . The conclusions and recommendations submitted in this report are based upon data obtained from our site visits at the location indicated . There is some possibility that the nature and extent of variations in the subsurface soils across the site may not have been evident at the time of this investigation, and may require additional evaluation if further excavation reveals conditions different from those described. This office should be advised of these situations as soon as possible so reevaluation of our recommendations can be done . If you have questions or if we may be of further assistance, please call the office . Sincerely, Reviewed .Ey: /4/y/r- / A), �,��r4!!!1 tlillllry� Robert F . Nelson Hammond, P.E. ```' g e�p�iy, President : � '�°;1 �1 !e,°° Attachments - 4 ` : : o - '-... -1v..z ,,:�,.:,:-ssK-•<::':.r."..t +.:24. �c .<.:J:A•. p-101`^-•_., ...i, ...r , Nelson Environmental& Wastewater Solutions, Ltd E •T TABLE I S PERCOLATION TEST RESULT FORM Length Depth at Depth at Average Hole Hole of Interval Start of End of Percolation No . Depth( in. ) (Minutes ) ( Inches ) ( Inches ) Rate (Min. /Inch) 1 32 10 1 7/8 1 1/4 5 1 1/4 1 5 1 13/16 5 13/16 5/8 5 5/.8 7/16 27 2 28 10 5 11/16 5 1/8 5 5 1/8 4 7/8 5 4 7/8 4 11/16 5 4 11/16 4 1/2 5 4 1/2 4 5/16 27 3 31 1/2 10 1 1/8 13/16 5 13/16 1/2 5 1/2 3/8 5 3/8 1/4 5 1/4 1/16 27 Quiat Property 0306 Red Dog Road 1 Date of Percolation Test : 5/14/93 1 .._ P.O.Box 6961 Snowmass Village,CO.81615 Office (303)923.3289 Home (303)923.2766 -- . ' '•• Au% 0 ftif Audrey Quiat Residence Lot 8 Crystal View Heights 0306 Red Dog Road A"\ 1-1-0 SE- /, 641 s-ri tiG 750 / GALL°0 Sepn LI TALI Pg.A 1/4AGe,FA 1 LEI) , LL- 0,2 , k LO,• P4"4aN ' .:49'3 , eASK-C 'ALL ' WA9----H—Oram -.../ , . I IPW:1:1 11:9 . 't PotiVi•Q 1 2.cf -4-19/ 601 Pi-C: / ,) - I\ i ----- - .. .0....ALC- -= la Mr, .--= 20 -•".- __ /i I fiel) AV . - --,_ ---\\/L 0 p-i PkIve NonZ OP-2. 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