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pitkin.eh.264522400012 (1980)
` r PERMIT NUMBER PITKIN COUNTY HEALTH DEPARTMENT g001 D RECEIPT NUMBER Owner ho-yYraS �� ��G rr-0 n Phone No. 5 Owner's Mailing Address `moi o f3 o x S`-�00 5A;O"- �MA55 �13-5-222 V'LL4&+L Contractor C Address `' `s ki le, o kt System's Contractor's Name Address Legal Description Phone No. Lot Size ,Z ..7 1 r -t C r S Type of Building by Use R S ' (fl f «o I Ch Number o Bedrooms 2 e� Type of Water Supply�cQyJ, �e41 Owner's Signature G/ 'mom �y '`�`- Date `�J sry PLOTILAN• ATTACHED AS�R�EQ RED / E Type of Individual Sewage Disposal System L- -% -Tl (lAn/�C -� uM/ //liL'-11�iMB�ie' SA�%�T/C4%l�F/ ff Type of Soil or Soil Classification ScT T -p Is/z-"z-4 CCAV Proximal Location of Bedrock /t®r�� TE'P/ %�/11E� �" ����'� ��� o FT Proximal Location of Ground Water Table Ale DcT6,eMi^'6:0 7-A(IIA) Percolation Test Date -�0 Minutes Per Inch Minimum Recommended Absorption System Size 7`q� FT ljiTN 30 " OF 94AJFL BEGvu) I_JN -— Minimum Recommended Tank Size /000 '14"_0A)!9 Special Conditions of Issue: 1tjU57- ,8E 1A15 i ft LL&D /2-W c IVCi tJ6`67�el AJG &0G1A10E,e; AJQ, ADB *"30 M . AV Y 69A 4�� 09 Mo0jFICA_ -r10�3 Al41S% 66- llb� 8y THCApProved for Issuance ByAz�� Date _ FINAL INSPECTION APPROVAL _._ Date (Drawing of System on BL' f t',e40 NOTICE When properly signed for issuance, this application becomes your permit. Application valid one year from data. If an individual sewage disposal permit is issued for property on which no building permit has been issued, the individual sewage disposal permit shall expire 120 days after its issuance if construction has not been commenced. Any change in plans or speci- fications after the permit has been issued invalidates the permit, unless approval is secured from the Health Officer for such changes. // - /0 - oD 0 > W 2 D W 0 z a J 0 W W U) W cc W W z 3 z W U Z J z } z a CL 2 8 c� Z W W z 0 z W g a 0 0 J W T 'L in W L6 M M 0 �D 00 0 0 a cr 0 0 U vi U z cc CL Cn 0 z W J c� rn 28 X m cia W z W a W Y co g November 26, 1980 Mr. Bob Nelson City/County Environment Health Department 13U South Galena Aspen, Colorado 81611 Re: Sewage Disposal System - Gardner Residence Shield -O -Terrace Uear Bob: On November 26, 1980 I made a site visit to observe the installation of the above system. At the time of my visit, the trenches were ready to be fackfilled and the septic and dosing tank had been placed. George Fields, the contractor, was preparing to excavate for the 2" line that runs from the dosing tank to the leachfield. As you and I agreed in our phone conversation yesterday, it would be acceptable to replace the 2" U.I.P. with a continuous section of P.E. pipe 50 feet each side of the well to avoid having any pipe joints in the area of the well. Mr. Fields had purchased this pipe and had it on the job site at the time of my visit. Please note that I instructed t1r. Fields to use extreme caution in bedding and back- filling this pipe. The pump and appurtenances had not been installed. I informed the owner that I would stop by after this work was completed and check the installation. In summary, all work completed at the time of my site visit appeared to have been done in accordance with the plans prepared by our office. If you have any questions or require any additional information please contact me. Sincerely, rJ Rick Kinshella, P.E. xc: Mr. Tom Gardner Box 5600 Snowmass Village, CO. 81615 RK/1 ks r. PITKIN COUNTY ENVIRONMENTAL HEALTH Field Test Data Sheet Sheet on Percolation Test PROPERTY OWNER ?GG' `=-'"� PHONE MAILING ADDRESS LEGAL DESCRIPTION OF PROPERTY LOCATION OF TEST HOLES SEE Three (3) test holes required per system Test Hole Depths (24" minimum) Diameter of Test Holes Water remaining after 8 hour soak o)C- E41�G PLAJ TEST HOLE No.1 TEST HOLE No. 2 TEST HOLE No. 3 Drop Time Drop Time Drop Time L'AA., `F Percolation Rate Each Hole Average Rate Comments on soil or site: Signature At�A' —1i, V0 Date r M r NO c r PITKIN COUNTY ENVIRONMENTAL HEALTH Field Test Data Sheet on Percolation Test PROPERTY OWNER a fi Pi PHONE MAILING ADDRESS � C> LEGAL DESCRIPTION OF PROPERTY tea¢ LOCATION OF TEST HOLES Three (3) test holes required per system TEST HOLE No. 2 ` TEST HOLE No. 3 Drop `-33 Time Drop Test Hole Depths (24" minimum) Drop Time Iti i c, 3 v, J Diameter of Test Holes 3 0 3.t3 \ Last Water remaining after 8 hour soak = Z''> `f Ic, 1+4. 3 : ZS<Z +^' y Itv TEST HOLE No.1 TEST HOLE No. 2 TEST HOLE No. 3 Drop Time Drop Time Drop Time Iti i c, 3 v, J 3 0 3.t3 t �Ilw tt� = Z''> `f Ic, 1+4. 3 : ZS<Z +^' y Itv 3,.-33 `�&Co -3� I(\,., 3. , 3 1'liv Its 3:x(3 `1'S i� 5(►c, ', 5 .�� 3 (tb 3 ,1 33 Ile) 320 �'\e 3,2 5 _3 , &_ -3 C) 3 31 (-t ,3. co y S r� + �l 3 4 71 Percolation Rate Each Hole 'Y© 3 z 6 y U -T Average RateoJ)sto n 50 u SrC — (S E Ss (©� r �� mcw' --a- Comments on soil or site: C a(o Y\ 2- 4W -4 `�,� ate: 5leu-p WASA05 ,A— - ,�,twI e �� ��` `�' " ©v- .}p IS Signature / 4L Date 3- SS' L 49/vs 7RENCiYES , 3' BEGDIY P/PE - EXfIc`T zi6,9 IDN TD PE OETERi J/rYEG /N TIlE F/ELD Uv TiPENCHE,.i' /i'L/iY PfrP',9L L E[ h//lh/ TifE CDNTDUTr DF THE Zf'd✓ND IN THE ti /�IP70IV6X/M'9 E WELL LOC.HT/DN . 2" SCS 90 PKC', S%z IJEPTI/ DF eelRY \ P/PF TD BE BEDDcC> fiS O/I�ECTDD BY ENG/NEElZ TD P}'E✓ENT 4119MAGs Q L5'D/L P/r'OF/L E ffOL E M !'ERC &9Z.5 33 O/ d'CN yt0 X!!C P'i1pE Z"DiP'` `EAC/f OF /VG'LL h1�CEMEh' i/rQDG/N/D P/PE ✓D/ib' %� .3_ BFOI�ODM isLc,�,Dc�NCE � hUITHUI�Rfsl��£D (�ASEM£� yg""/F7.' WIN. -- /DDD GALLON CONCRETE \ SEPT/C T.9Ni( VoPaMO" WITH "S " I. D. CDNCRETc� Al TD 5j)PF/ACc'� G'ENrPf v cflL cZ7 M: 2` sTAtT LI,11)'IGL /EDGES Z' L� irV F,Q ,� I \ T/iF BDTTDM DF 7ile' TiPENCH c�IiflL L 8C LEYEL f1'767 S5 ITS LENGTH r� h'OLES OR/G L eD ON M`CENTERS LOCATE /IDLE: DO.h1�Y`Wi9RD R L✓/Tff L119 70 &iff9Z'E DLkS/NG TiSNK Lh///&L Cd1VJ10'7 dF A MIN Df S'OF ed " LD. PDNe e19 1NG 141114 CD/YC- �DYEfr i✓/z4 "OPEN/NG fILTERN�fTE T%rY.YS 1'?f/YBE/i/'Ph'dYE"IJ BY TifffaYG/rYEEft' Llt7/NG CHE----- HYD�E'D/'?f7T/C f/CY CHEC.'( PLMf' CORD 90 ° BEND /AhvO'Y/ThuH'PRTIOJMNr�9DT IzPA/,YZeU" DrM" /S A/PHPINcSNP'/tPDkl/T.�OE�4F�fsQr7 4/GITEPfDTTD�i'P.�iCV!�P./ T TOITLCDUP/v a O? 544UAL.- 9D 6'19,1f £ d/' TD CONCRDiE G'GOCi( --� 0�719/Z "C'l ,xrs. Dl'l e9E7'/rYNI/YG' 41F T.i'EN— e7W 1"SCh 40 PY,,C. (n'R) SL DPE TD 49X"91N ALL PIPE FF1OM TDP Dr Nile lWe TRENCHES rXiXz" TEE D/SPDSAL .SYSTE/� fEEDE.P L/NB` ,2" SC/fDDl/LE5%d P.Y. C. E.r1sTiNG 6'lx'i/OE I`&` 1'11X. ON :DWNH/LL /,9F z"6RAYEL /IBdYEPIF'e /Y/N. /'LSC// 40 P. V.C. TO EflCll 7;fZWCI1 IIYDRDMr9T/C 1.9yz PUMI' CDNTl'DL SY, TE/ J PDGE 1%d,YN7- /N TD Z 11VG Tf/NIf, ZW 1W11rYT IN 8i35E✓`9cNT fi<S OESIiPEO EtY . owNER i9�;;1�'f7 TO 8��17d1NTEv^ /NHEL1/I.IE7fC�E f115 OESiP, ElJ ,BY /Jh//✓ER 77 {3ASEM£A1T— Sou-rvi WALL. /P�" c5H�9L L BE r3E2OW FROST L/NE 4"C.I. P/PE Tl /�s.�L/D GROUND �'GRDUT ENO TIEFLORT vW17CH TO D/SCIafJIPGE Plf''F (TYP, j I/LAR1! I LZM7' Sh'/Tell B"f/BDYE 'GW",FGUhT v^/s/176'1V PUrYP 'DN "FLOHT c5A11TCIt 3 EeEll//TIDN TD 6E 'p4i'v OFF"FLDITT 6'h'/TCN cSET IN F/EGD 'G' i -//Y. Al i 6.4Cfr'F/LL /',f -Ye P/PE W133z Alm, IXJ GRID L ED Div 1i0"CEIITEP, v LDCi3TE ItDGES G�h/,vWi4rf=D I Z"LAYER DF I574f/l✓ dR CO3'E:' ,4s�/GiYT.�EfiTED BU/G D/lvG' !'f/.FEl� Design Criteria lr 2 bedrooms presently - Design for 3 bedrooms max. Z. Percolation rate by Pitkin County - 45 min/in Ave. (40, 40 & 57) J. Absorption Area per bedroom as per Pitkin County Individual Sewage - _-_. U15posal Sy52eiTt rceg;iiatiorrs _ 300 sq rL..j.Seur�Gr 4. absorption Area Required = 3 X 300 = 900 sq. ft. 5. 90U sq. ft. = 300' of 3' wide standard trench 6. Providing 3U of gravel below pipe requires only 55% of the standard trench or 165' of 36" wide trench with 30" of gravel below pipe General Notes 1. All materials, installation practices, setback requirements, etc. .shall conform to the Pitkin County Individual Sewage Disposal System Regulations. 2. The 2" feeder line which runs from the dosing tank to the leachfield shall (1) have a 5 1/2" depth of bury from the dosing tank to the highest point on the line (2) be sloped to drain from the'high point into the leachfield. 3. The owner shall be responsible for placement of all improvements shown on these plans to assure that these improvements do not encroach on any easements of record. 4. The location..of the trenches shown on the general plan is only approxi- mate. The actual location of these trenches shall be adjusted in the field so that they run parallel with the ground contour in the area. In no case shall the trenches be closer than 10' on center or encroach on any easement. 5. The engineer and Pitkin County shall be notified when construction corimences and be kept abreast of the construction progress so that sufficient inspection can be performed to assure conformance with these plans. NO. REVISION DATE BY 7_0M ",4PDNER RESIDENCE SHIELD - J -T• BRACE JOB NO. 80(79 DRAWN-. RM II'VDI VIDUAL SEWAGE DISPOSAL SYSTEM APPR. RL K SCALE NOT ED DATE 11/7/80 PITKII'I00Ul`ITY COLORADO SHEET IELDORADO ENGINEERING COMPANY CONSULTING ENGINEERS • REGISTERED LAND SURVEYORS NO. P.O. BOX 669 GLENWOOD SPRINGS, COLORADO 81601 TELEPHONE 1-303-945-8596 OF /