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HomeMy WebLinkAboutpitkin.eh.246734302437 (1995)Document Layout (From Most Recent to Oldest Permit) Permit Application Log Sheet/Notes & Photos Communications As -built Design Engineer Design Soil Information Water Permit & Information Second System on prope.rty Third System .etc. Floor Plans Please See Building and Land Use Approvals Files for additional information. Parc. ' a # a?y(i 7 3y3 - d-1(13 7 ASPEN/P& ENVIRONMENTAL HEALTH DEPAM10T APPLICATION FOR S� AN INDMDUAL SEWAGE DISPOSAL SYSTEM QSDS)CPEERMITc� �1 Name of OWNER Gl/2 ` .42- Bus. Phone Mailing Address b denLr /Q Hofhe Phone #�7���1 Name of AGENT �n0 - Bus. Phone # /Mailing Address / %yb �fL�I_X �101J iY�" Home Phone # (t{ Copy of Permit to be Sent to: PERMIT IS FOR: WNEW INSTALLATION, ()p REPAIR, () ALTERATION NOT DUE TO FAILURE, or () EMERGENCY USE. for psrtnM # STREET ADDRESS of Property: LEGAL D/ES/CRIIPPT—y. ION of Property: Id I J` block Size of Lot( acres Type of Structure Proposed y ' - filing 2. and wbdiv. _ -aCie-,17 0 # BEDROOMS # LOFTS _, # GARBAGE DISPOSALS 11 # DISHWASHERS �, i CLOTHES -- WASHERS 1 Water Supply: O Private Well, O Spring, O Stream, or O System (Public or Private Name: �Q ��LJG �G _ IS PROOF OF ADEQUATE WATER ATTACHED? O YES or NO HAS THIS PROJECT BEEN APPROVED BY PITKIN COUNTY? O YES or O NO AppkWw Tar m WNWuW a qe dkpoaal Mian panne k hereby aubNbea The atdwgTred &0.4.d9n tlw the ebaye Nlamal " Is bue and eat WSW eapraWan as sele9d4k the 000rra and wry crbeaoaenl permit ksuance of me permb don rpt erpkbly a impeder kq* go eppwal co ury oma pemut mgdmd la camrucbo pursued W PiNn Oeresy oades. No 000*LvWn may be urdedaken untO al app w s and pemFz haw been obtained. The Amer eavlMf &IN Cue d wM a Nadryuecy d "is syaem. 7 to SIGNATURE OF APPLICANT -� 2 Date rhe application becomes invalid 120 days from the a signed. This Permit is "Rd only for the design as specified below. ..............................BELOW FOR OFFICE USE ONLY....ee............. ee."...... INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT # 06CI 15150 fee paid ,(() Yes. Date received 6--23-15- Receipt # 95;,'A Received By : r_T_ DESIGN CRITERIA OF SYSTEM TO BE INSTALLED: Any changes must be submitted and approved in writing. v # of Bedrooms: 3 Percolation Rate: X mpi, Average Deily Waste flow: 45 0 gallons. Is an Engineer Designed system needed? ((Yes or ( ) No W pkn erd.p.df"bwa d the &,4 wa ab.1 be Nowa. Ary wrgee row be OPP— d N -" sad are ea01ea oW Ced4 me font InsWlaUm N me EnvbmmenW Hae DeWrmlara N erwn9.I - ICC 0 510OL . Minimum Septic Tank C achy /460 gallons Absorption Area f i square feet minimum () Absorption Bed, (sorption Field In Trenches, (erO"Wess system, () Pumping/Dosing Clamber, () Absorption PN (t A 5-b% reciv kat IS' al(owcd 4- 9rauelll35 c.ha.ntGrS in iYenJk5 whrc-h uwd-Id bG 'V5-7 -4 A- °t' uni(s. lilt to*v,& df 44'h'uid s must be lewd. 74- is r cwnffy lded A -A1-" -fhL Jo,,n* a 4u- k'1'f5 arc 5cawcd fn4(4h/ -}o oz(OLa.cco c 41.4 iv --1 i 44tt- S. R /z SU g4flrn svfi'(- laIL Stages rdquiring inspection: () Bemire excavation, () Upon aom and prior to placement of gravel, F( Before .oaring distribution system df absorption Geld, (vi Prior to backfill of any component and any situation deemed necessary by Environmental Health Department Staff. Pleas and specllkatbna d the pmpo W Mdw .ew d posel .I See bee been mkwed . ue convdaatl sad --Wye Pemwssl. k hereby 9.W N me o ma or nit agent N pedam dm writ Whited .Dow N accoreanca Wm me Palfin Cordy WMtlw Se qe D epo..i AegdYkn+ N MM on era dale d ksw. N eddNon N 9wwW prC+klaa w lam N any Wecbments, mit P.mta k object N N 10%0 NV additiaW Mrins and mrdaiora a any: APPROVED FOR ISSUE BY: r' 2c D��TE The above irrdrvidvel .e n..spout ".,n hes be m Ns)ec d by N NP" Emvorm Hsallb DeMdarA aystaa CompW. as-bda drmN and all sP.CHkat . Of asdnMAM W-K-d6d ift mit Pe -LL FINAL INSPECTION BY- WTHUM-ffCPC'yyP:PUNIT.&I AA -DO UW OF ISSUE: e - /- fs TTe Dema anumas J mp"Ibmues N vise d W We or Nadevuacy d ms &,,/I DATE OF FINAL INSPECTION: tap • ASPEK COLOMDO stall • RCK a 920.50T0 • FAX 301A A19T PRINTED O RECYCLED PMER "4jh4- be �lilsldc td rn cast a "N 6�dFoo. /-5 added In 4&*ki,,e- . All dost 144—-4hem "madam 6y Mt3h Corr, �nglnu.;n' mas+ be %Ilor.�ed. I�� ASPEN/Pis ENVIRONMENTAL HEALTH DEPARTKW FINAL SYSTEM DESIGN =INAL SPECIFICS OF THE SYSTEM INCLUDED UNDER THIS PERMIT: As -Built Conditions) "ype of Tank or Treatment Unit, i Un(_t-r: fL Tank Capacity: /a5 0 .gellona - "ype of Absorption Field: 6 Absorption Area: yG y . square feet )ESCRIPfiON, CONDITIONS, AND SPECIFICATIONS OF SYSTEM DESIGN: A u Sd 5q*c- -{"k' Wi3 PAs441ed . a ir�nclus :c� frptL'(IC?Sflu 1% '�°eLcYi rG�ilt. 'Rrr rhea ,i5 '. We 5U'cWcJ. 4ogt44r-. -INN_ ASBIJIT P10T PLltt I t kD rll y t� 110 r INSPECTION BY. /j I— ", _f/ % DATE OF INSPECTION: )D.FTCPC.1YPPERW/TaR I30 SOUTH GALENA STREET • ASPEN, COLORADO Stal l . PHONE =220.5070 • FAX 00 M.5197 PROnED ON RECYCLED PAPER Aspen / Pitkin Environmental Health Department Contact Log Sheet Name: U -4i I C4,r Parcel ID#: y3 Address: Gd4ewjI4 of Snawmess 14e5d-, Date Person Spoken To Comments / Action to be Taken Initials S=1 b n N I&r- 41t I- S do ^oj hawe d r t re { d b en ! r I) 5- N 5 u 5-30 jv"fkzr 314e i �r f dant •S- 3o - 4S- • 7cit-+ 3 rc 6K 4K goed 00 C/ so:/s . 7. x-31- i R 5 r15 s LLL5 {'A i / 7 n [o L -r2- J S r o 8 LI bussa,c :1 had I&lcd U4, /L 55f/4t bal tizeded A 1,5 5 n-e1f n tJ Jil 5' - •1(e'( - 343 - oa-- N 3 �4- /GH OUNM )' NG/NEER/NG July 27, 1995 Pitkin County Environmental Health Department 130 S. Galena Aspen, CO 81611 Attn: Betsy Kipp RE: Weil Residence I.S.D.S., Lot 15A, Block 2, Gateway of Snowmass Subdivision HCE Job No. 95004.08 Dear Ms. Kipp: On July 26, 1995, High Country Engineering, Inc. personnel observed the visible construc- tion of the individual sewage disposal system under construction at the above referenced site. The Infiltrator trenches were in place, with 13 units each, in two parallel trenches. The septic tank (1250 gallon used instead of 1000 gallon), distribution box, and connecting piping were also all in place. It appeared that the construction was in conformance with the intent of the design. The contractor indicated that he would place a piece of filter fabric over a small hole in the top of one Infiltrator unit. The unit was located approximately in the center of the upper trench. If you have any questions or need additional information, please call. Sincerely, HIGH COUNTRY ENGINEERING, INC. Ti o I n� thy P. Beck, P.E. cipal Engineer TPB:rjh cc: Don Hecker r7l — y JUL 2 8 1995 j ENVIRONMENTAL HEALTH ASPEN/PITKIN C� 923 Cooper Avenue • Glenwood Springs, CO 81601 I Telephone: 303-945-8676 • FAX: 303-945-2555 MAY -25-1995 Ir• 15:21 HIGH COUNTRY ENGINEERING Am FAX TRANSMITTAL FQ( P.01 High Country Engineering, Inc. Fax (303) 945-2555 Date:_/a/s119s' To: �i T G C o u�n/yy ✓ +ti � Fax Number: 7 AO — S PL7 YO 7 D From: %�, �eek HCE Job No. Total number of pages, including this cover page: Brief Description or Additional instructions: If you have any problems receiving this transmissiA , please call (303) 945-8676. Original Mailed Original NOT Mailed 923 Cooper Avenue • Glenwood Springs, CO 81601 Telephone: 303-945-8676 • FAX: 303-945-2555 r RESULTS OF PERCOLATION T E.gT JOB #---- ADDRESS DESCRIPTION Z,5,f I3 � DATE_f' ��, )' Jfs' _ DEPTH AND DIAMETER OF HOLE 01 O _ ZL2 0 p2 _1(_ " O _lam " 0 /3 __�� " O _Z0 " 0 APPROX. GALS. ADDED HOLE d1 t 3 /2 #3 TEST HOLES WERE PRE-SOAKED FROM: (Dale)_ / _{°__ (T'ime)_J ___ TO: (Date)_H_— (Time) HOLE #I HOLE #2 M HOLE #3 71ME RTO H2OK "FALL RATE TIME IiEF H2AORK "FALL RATE TIME REQ H2OK " FALL RATE /:03o` 2.oS :oma T 2.00 Z.sz7, r. 103h P Al Srd, I Sst AREA SKETCH: ?rep %/ z./& /v.?_ /. v 11.3 /S• 3 YS Z•33 �y6 Z.3/ /�`/7 Z•z7 7- O.7z 204 C, -2z Zo•Fr Z;oo Z `/S 2;01 Z.37 Z:at Z•33 /. P. 0.34 Z7•$ Q.3 z74 z:ZS Z43 Z; 3/e Z jZ 0:3 Z•y8 :35 Z.// z:y Z.Ss z-17 z.5z z. Z-zo Z;s(o z s9 2-:57 Ur ©.7z /3, Z -ss Z.. zG PERCOLATION RATE: ____ MPI PROFILE HOLE V RtMARKS:&2f nu nr"O'cll Zee. Zea•/ Jvc%reis. �7 v,t//a ac.hr •e � � QG COVGY / 5 00 /LS AND SOIL DESCRIPTION P�.L L_/ r. 103h P Al Srd, I Sst AREA SKETCH: ?rep %/ T 9 r 91 -1 r -r "'��� y ve%%°•a+e7+ (n4 q :C, Q ppp \ BY -- ------ 9/94 HIM COUP W ENOMERM INC. 0 923 COOPER AVENUE 0 GLENWOOD "NW, CO. WIM 0 (303) 945-8676 MAY -25-1995 15:21 HIGH COUNTRY ENGINEERING P.02 ?;Do I Z.VS 2;01 Z.37 Z:oZ Z•33 Z•oy / 9/ 2; 2/o Z,y� /•yy /7. V 12;;,,7 Z,qr- .SV /7. `/ RESULTS OF PERCOLATION TEST v 49s 0.3(, Z7.b 2 Z, 43 Z;36 Z SZ ADDRESS DESCRIPnON 45)f 6171 �C _ DATE _,F SS DEPTH AND DIAMETER OF HOLE /1 o o /2 " • #3 _ /0 p /O y APPROX. GALS. ADDED HOLE r1 3 /2 _ y TEST HOLES WERE PRE-SOAKED FROM: (Date)__s _6 (TIme)...AE 12 i0: (Date)_' % (Time) /m _ HOLE #1 HOLE #2 HOLE #3 TIME RE F MARK FALL MPI TO H2O RATE TIME REF MARK TO H2O FALL MPI RATE TIME RE[F MARK FALL 70 H2O MPI RATE 1:o3 / i /:o`/ Z.oS �•�z /3, .oS 2.00 Z ss Z .5a /. //, 9 PR OFILE HOLE REMARKS: Zcc. ZoK=/ �U449fS. ri!'�O aJor-/rr �n�' r •:�^ ac•va ss � si✓r.Gf F1,'//sia/� cavo is oolY b.v�/i AND SOIL DESCRIPTION 2-14, 2- Y 3 11A YS 2.33 y6 Z•3/ /. `/7 Z z7 .2 5z /o o 49.72 2.eq. b I I O.72- Zo•8 ?;Do I Z.VS 2;01 Z.37 Z:oZ Z•33 Z•oy / 9/ 2; 2/o Z,y� /•yy /7. V 12;;,,7 Z,qr- .SV /7. `/ AREA SKETCH: n p T{� u 0/94 F"l COL*M r. cf BY ANO, WC. • 923 COOPER AVENUE OLENWOOO 81PIF&M, 00. SIM (303) 94-1%-W76 TOTAL P.02 eo.3G 27,8 I 0.3(, Z7.b 2 Z, 43 Z;36 Z SZ 01 Z -y8 -Z ;-'17 Z,sa �•�z /3, Z ss PERCOLATION RATE: __ PR OFILE HOLE REMARKS: Zcc. ZoK=/ �U449fS. ri!'�O aJor-/rr �n�' r •:�^ ac•va ss � si✓r.Gf F1,'//sia/� cavo is oolY b.v�/i AND SOIL DESCRIPTION AREA SKETCH: n p T{� u 0/94 F"l COL*M r. cf BY ANO, WC. • 923 COOPER AVENUE OLENWOOO 81PIF&M, 00. SIM (303) 94-1%-W76 TOTAL P.02 UWt:41... .II...aVli VI IICILLWWS /Alnlln,an Elleclire Uquid a of Bedrooms Tank ca►.dty (eaoensl 1 or less Iso 2 1000 6 12so . Each additional bedroom 2so _ Marimum Loading Rates 'of Effluent Volume for Sod Absorption Systems .10 ►fKM.YM a.l< (mlwl•sancal 6e6 a... TIP<.1 see T..,. - (Appm k 21 b.<bmrn la.fina R.I. 16eU.a1Ud.Yl __ --� 0.10 . S.rw 1 11.20 11 sirWY I... soleim � it 21.30 e, loin SO Ol..p )V ly l.. teene sal ..0 .1440 V Clay 1. .00 O.•, 60 VI C SY .70 i Required Square Footage of Soil Absorption Systems 'ir+rnwrm rlumpe, of bcdrpoma n r.o IYI 'bawplgn .re. Iw tttp.9<plt:t I:pur<Y .i elle[li.< Ydt�.i we.OM<Jm N<LY<l 'Unau:l.pe loe anp.pe aIa . p<rca.wn r.r<:r we, IMr1Y 1]61 m:Iulea p., :VA 'Unwil.bk Iw reeD.ee OMx a p<,cWl:en r.te �x u.<+ o -k iryl Ill In •'�lY 1%61 miwlCi •UnxwVOk Iw Con.Muen.l .ptorDtion [.ikmt. ,7L R = R33,S- , 0 5 S (y i0) red. in4.Ifro-� a5. 3Y 6/ 2G Lul It c o U.u� Ct ) 2 S' c6L5—f� aadd 4 {�c c�roocti aeeWred a.". apulxM eo(Iom Abawpllon Ma N p. It AbawPllen A,.. In p. 11. R< Itcd sldcr.0 Ar W P., ectf. ' le, Pw at.. 1. In .0. It per 11.mown• iw soli CU., sl.nd.,d Trench., swpp. 6<d6 S. P.Vc Pit. I 165 z(s les II W() .00 "s It, u0 615 460 IV ss6 V /.o VI I I 'ir+rnwrm rlumpe, of bcdrpoma n r.o IYI 'bawplgn .re. Iw tttp.9<plt:t I:pur<Y .i elle[li.< Ydt�.i we.OM<Jm N<LY<l 'Unau:l.pe loe anp.pe aIa . p<rca.wn r.r<:r we, IMr1Y 1]61 m:Iulea p., :VA 'Unwil.bk Iw reeD.ee OMx a p<,cWl:en r.te �x u.<+ o -k iryl Ill In •'�lY 1%61 miwlCi •UnxwVOk Iw Con.Muen.l .ptorDtion [.ikmt. ,7L R = R33,S- , 0 5 S (y i0) red. in4.Ifro-� a5. 3Y 6/ 2G Lul It c o U.u� Ct ) 2 S' c6L5—f� aadd 4 {�c c�roocti e �W GATEWAY DRIVE R 0 W / L _2'3. $ 11:20'29- 141. 72 1'20'29"141.12 .. l / CIO N 00 �� c / ,ry/ ry I GRAPHIC SCALE to v ! / iK) o / 0 10 20 40 �o ( IN FEET) / 1 inch = 20 ft LOT 16A i l i I l l EASfUlkItr oBUf r ACK saw/oN 30 / �'' lo/ LC>T 14,'- 4(D 4,t4Q / INSPECTION WELL 60 FAS tkl rJ - DISTRIBUTION"i�O7! \ 1. 20, to SE 7-8 70 �/ / V\ 1000 GAL. (MIN.) f /, SEPTIC TANK / �-- MAINTAIN MAXIMUM SEPARATION / , • BETWEEN TRENCHES �6 20' OFFSET MIN. 70 / / 5. OFFSET MIN. 1 C;2 1 b tOlb j .\ 1 c�,T 5lb41 i O ry pw D4 NOTE: MAINTAIN MINIMUM OF 25' BETWEEN ISDS AND ANY w WATER SUPPLY •9vp NATURAL GROU SOLID F REMOVABLE CAP CUT HOLE IN TOP OF INFILTRATOR UNIT FOR INSTALLATION OF INSPECTION WELL PIPE COUPLING PERFORATED PIPE INSPECTION WELL DETAIL N T `; GENERAL ABSORPTION TRENCH NOTES 1. TRENCH LENGTH SHALL NOT EXCEED 100 FEET. 2. THE BOTTOM OF EACH TRENCH SHALL BE LEVEL. 3 DRAINAGE DITCHES ARE TO BE PROVIDED ABOVE AND AROUND TRENCHES, AS NECESSARY, TO PREVENT SURFACE RUNOFF FROM ENTERING ABSORPTIOLJ AREA, 4, TRENCHES SHALL FOLLOW CONTOURS. 5. INSTALL INFILTRATOR UNITS IN ACCORDANCE WITH MANUFACTURER SFtCIFICATIONS. fRATOR UNIT TRENCH CROSSSECTION (TYP.) N" ,�� owlil8�s `"esr ROARING" �'FRro vaoo -� ✓ Nk 1. 1000 f a° iJF eel I C.SHEi VICINITY MAP SECTION 34, T.8 S., R.86 W., 6th P.M. WOODY CREEK QUADRANGLE SCALE: I"=2000' GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PITKIN COUNTY DEPARTMENT OF HEALTH REGULATIONS OF INDIVIDUAL SEWAGE DISPOSAL SYSTEMS, EVEN THOUGH ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH SPECIFIC DETAILS AS ARE REFERRED TO IN THE ABOVE-MENTIONED REGULATIONS. 2. FLOW: 3 BEDROOMS *2 PERSONS/BEDROOM .75 GALLONS/PERSON/DAY IS 450 GPO = AVERAGE DAILY FLOW.. MAXIMUM = 1.5. AVERAGE = 675 GPD SEPTIC TANK: MINIMUM PRE -CAST CONCRETE TANK SIZE ACCORDING TO PITKIN COUNTY REGULATIONS IS 1,000 GALLONS. *FIELD SIZE: PER PITKIN COUNTY REGULATIONS 675 DDAY * SO, FT. DAY .72GAL= 938 SQ. FT, REDUCE 50% FOR USE OF "INFILTRATOR" UNITS AREA REQUIRED = 469 SQ.FT. O 18 SQ.FT. PER UNIT - 26 UNITS (MIN.) ✓ 3. TOPSOIL: SOIL EXCAVATED FROM SITE ACCEPTABLE IF NO CLAY IS PRESENT. 4. VEHICULAR TRAFFIC IS PROHIBITED ON THE FIELD. 5. CLEANOUTS ARE REQUIRED AT ALL BENDS AND AT LEAST EVERY 100 FEET ALONG THE HOUSE SEWER. 6. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS POINTS TO WITHIN 1/2 -FOOT OF FINAL GRADE. 7. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED. 8. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM AREA USING DRAINAGE SWALES AS NECESSARY 9. PERCOLATION RATE OF 15 MINUTES PER INCH BASED ON TEST BY HIGH COUNTRY ENGINEERING, PERSONNEL ON 4/7/95, 10. TOPOGRAPHY AND BOUNDARY BASED ON A SURVEY BY SCARROW AND WALKER DATED 10/8/81• JOB NO. 4500.81.136, 11. THIS DRAWING DOES NOT CONSTITUTE AN ISDS PERMIT. PERMIT MUST BE OBTAINED FROM APPROPRIATE CITY OR COUNTY OFFICIALS. 12. THIS SYSTEM IS SIZED FOR TYPICAL DOMESTIC WASTES ONLY. BACKWASH OR FLUSHING FLOWS FOR REVERSE OSMOSIS UNITS OR WATER SOFTENERS OR FILTERS SHOULD NOT BE INTRODUCED INTO THIS SYSTEM. I,S 610) 1401 A= A q13 NO.I DATE I REVISION I BY WEIL RESIDENCE 'G''' PITKIN COUNTY, COLORADO fA!Y n'GINCneAHG INDIVIDUAL SEWAGE DISPOSAL SYSTEM IIS - GATEWAY OF SNOWMASS SUBDIVISION LOT 15A, BLOCK 2 FlW COUNTRY EINGRIEBER04a WC. 923 COOPER AVENUE NW GLEOOD SPRNW, CO am DES. TPB CK. FILE NO. SHEET 1 (303) 945-8676 DR. JF JDATE 4/19/95 9504.08 OF 1