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HomeMy WebLinkAboutpitkin.eh.264321307007 (1981)� � r AS16EN*PITKIN ;;(o* 3 -- 13.07 -bol ENVIRONMENTAL HEALTHy RTMENT •I L�DIVIl]UA Ji:.i4A i. VaT.✓i'�\•J:•ir .').. L'.aiil 1`tV r OF S -Iteration Or a� ex+sting •yst.em. +en I iF.rrcrgcnc/ use ( )R•sFair tvc^k,(Pi+!vloii, Cerr2t !; '} ( Perm't l �_�_•? r_Ya,it as a rrasiult of Salo ( )OtharJ �____ �• 1,� I , .,' DATE OF T'TO: . _ S 3_..'i "t. _M '•-._ _ Roma x hmP� �GJ / :Susincvs c'FGne GU,Ilr. Raag—j PEA) J A' 9 .k f - G E .,�T 1- __•... •__ P Llnrr.g--T-�"x..c'-I.. 1 Cysteim Work t o he 13� he y / r .c.m`t w:id crt `_uC pruni,r+ i., hYian k•y thr, tc.110winy le J daracr?Ptic2S_ 1:J2 Zr _ _ • tiR CU.,. -LY t• .• nic rsl Pcraf: is granted .:ith zcgard to the following use: ' L�.! Qsrb ^ Di S; ^^,als 72shcri3�^ra t! a ' �t xheca �_�� _�• s D ,a-. i.,C.iA' 77C` '�!. 7N''UTJ')''�....T7,o,"._ fi'Y..E, 0- •Pani% Or TYeat,TP.�It v)ai:.: c7CJ' 1 •� �! 1 g� /� Final O;:;Fx:sa:4A(��.�Cil�f I �o� -FAPA AT109 &-D to.P*,iOO nat-v. if _r,y) Of 061'rr enuip'w.* as atpirtr.nr..tast pFVI/L-' t'Y t: :: (a?(�i. is 'i!1a:: Vt ••^<: iilCR_�.:rlildl `tank ca Y''ity 1U(�_� c-.+ 'Ian Mi rt±tnun R�Nl lied W ;JAIS bCg A �L=r%.�(�i� © Y Gi�lc?fi /d/��' d L AOQH D0 EA161�1/E�, AAA � &B g 12=3 7 7 �+ '} 7 •x+1,7 t� T� 7� y } Tt�t� r '��i!_•.? .Ct r.\ ���it\l �i� 'TION Ui Till. t r.: Laltl :J.^'•l t::\�i...:a�t�'s \[ etey.el^a Cil t.Va'_L'tfl? G�. "�ii•1t+;; 313eiaze Eac:.ra_ioi, ;J�V�i:+ comp2l=>-icn u. ..,�_:.t-"..ca anci rt1c: tr+ pelrs�me.it of 9. ,;,+•�_Fr.. <;`. a'�:;r'�t:.o.� .z�,,' ` �• ::Y to aY C.f la L1 '1 y 4.rn.i ...._._..... _..«_. _� -._... �.. _...._• l,a.i.> sped .cations a? the �roPr,:.e� eF)ev� ri rGO. �1 nv_ sae;., i +ve bren rr ' vcd andar^ c�. ^1- c'u ..sti^trtrc:ly. do mlvs<.�e t t/ yr ^Lvd to th.: oo•,.rr OC h•^ .:dent tc pc•rra.:m ';.r wCik nd'.c:+ta'3 a'. in ccocraC ;cit 7h:-±'.!kir �o-anr; 11tt `ac'r. r yrs 4;ulaac.ns in c:f.:ct o:; r.nn J..c ;•r•see•. in-.;c'.:.!s.,rn t^ q•.nuza a•ravt_1+.n.. .4t fort); on the r,e.r^r a ? ecFr this r':17ait is ..I,i•i1At to c.iia);ay .LLiSata•n:aa tr.ctr an.l �Oncfltl•�ns'��^/C! :. � t•�.e) �1/liQDif1,�..�i T�n��t,TN'C� alc� 5y �TuT7'NrAAI 66 wiz•' OWN_ el-wu in-, •_.C, .•ttt^ci .o„c, a a IRA, .'(i'�J fir.. it i, ]'S:•aatLw lq gn'!C q( Y\,. i,rr (: O: 7rl!d ,.�.3.. . •0.. J'ii J o•1.f u.3::Jh J. �liefr. �.. rei)I SCG 05'4V..1C 130 South Galena Street Aspen, Colorado 81811 303/925-2020 1 � Iidl�Iti%I►,:�UAl, �k:w';��E T�I,�k'�5��.r, ?'},';�rq}_�l This Permit must be retained a.*t-? ^,3.de available for inspee..tiori a the above :Location ul)or. request. This Permit shall not be transferred without ;IPP •o•vai of the issuing agency. This Permit shall expire 110 days after its issuance if constrvction has not commenced and a valid building permit hos nct been ohtai..ed. «z:ti' .•han.g.:_ in o?.<sr.s or ;:peci_ficstions afi.,71r the peroilt has keen issued i.uvali(latcs the permit, unless approval is secured from the Health Officer for such changes. This Permit is temporary until final approval is granted by tl.e issuing agency iii writing,' Filial approval cannot be granted until. construction, repair and/or cper_tion have occurred in conformity with the conditions of this permit. This Permit is valid only for Lhe i_iidi-- vidual sewage disposal system ane?/or equipment specifically identified herein. Before issuing 'sinal approval of tf:ic Permit, the .suing ageu.cy reserves the vigl:t to impose conditional i-erms and conditions required to meet its applicr_ble regulations on coat:inu:Ln.g basis. Yonitcring and testing requirements may also be imposed. The issuing officer shat be notified not less than 24 hours prior to backfilling or ciocin` up the work which would prevent inspection of component:s installed in places otherwise inaccessible :ollcwing such backfilling or clo:;ure. This Perm_.t *^^y i+e revoked or s:tgpcnded by the issuiZg agency for reasor..3 set fortx: it. !_1.,� I regulations of said agency cr• of the State Board of Health, 3s applicable, including failure ? to ;rteet any, term or condition imposed thereon d,,.ring temporary approval or upon final. approval. Each and every condition of this Permit is a material part hereof and is not. severable. Any challenge to, or. appeal ._:f, a condition hereof scall constitute a rejection of the entire pei-rift and upon such occurrence this Permit shall be deemed denied ab initio. This P rm_�t is issued and accepted with the understanding that a fee in the amount of $ ^� pl'-Is _ _cents for each mi.Ie traveled by a designated inspector from the pr_inc:ip.�l office of the issuing agency to the location of the system and return, may be charged for each of no more than two annual effluent samples routinely collected and tested from Subject system as deemed necessary by the i..^;sui.ng agency to monitor said system {or compliance with the Provisions of Article 10, TiLle 25, C.K.S. 1973, as amended, and the rules and regulations which imPlement said Article; and that a like fee may be charged for each such sampling L kon in conjunction with the determination of compliance o: subject system with a cease and desist order issued pursuant to C.R.S. 1973, Section 25--10-i07(1)(k). .ssuance of uh.is Perm, -L' does not imply corplian-ce wirh other state or local regulatory or building requirements, nor s?iall iL act to certify that the subject system wi.l.l, rperata in compliance with applicable state and local regulations adopted pursuant to Ar:-icle 10 of Title 25, C.R.S. 1973, as amended, except for the purposes or establishing final approval of an installed system fo- issuance of a local occupancy permit ptirsuant to C.R.S. 1973, T.5-•10-111(2). SIlPt.I AtiT' S S rt; TURF _.___.—_-.- r-) 07 0 t�ASiPEN*PYITKIN ENVIRONMENTAL HEALTH DEPARTMENT APeLIC;ANION FOR AN INDx',f L� �UAI, S-Fy AGA PERMIT �;r.iwc w� OWNER C [r2 'U L-7rcc2 PHONE arddress of OWNER *game of AFPL-1 A Z.T _� l YV\ 1 G- U;P (A 4YZ-Y llU NJ -1fLVc,7[ o N efiplcked tip ( )Maileit tot TYYF_ nF P_WMIT: (isjN:et Inxt4l1ati0n ( )Rapa(r )Em-igency use ( }Althrstion iti�T lue' to tai lura f.+.gzi D�r7sfti•�t;on ____ _ t n; �,C �^— r�..)".lia9_�_L.�_ SubdivisiohG� Size of Lot �Z raa as TJ!z CF S'if.L ?�aE: Single Famii:y nwa.,lino ( )Qthbrt __.... _.�. _.. _ pc yin plan any further addition& to tho /- residenca;o ()YEs (X)NO -. of F�:c'ronm. � �� yo. of In!ta_ Jp no. df earbago: Ri?po3als Na; of Autematir r.1shwa,h-r. +a. of „-tett-tic Ciortcs hashers% t ;i SUPPLY: (Nrrivat'a :7;:11, Depth� 2l(tFJ�S() or ( )Public, Name of :latcr t lzpring ._ ._ JStr_tm or Crede Pt,P l Ur" Itvi�1'Ji L7A1. SE'1,WAi.e: Cl SPOSAL SYSTEB PPOFOSEQt .'X)r4vG r '(1<rk/Azworot1vn Ficid j )A r:.tion P:aat,'Absoretion Field t )Comao3_inq Toilet ( )IticinerAt_on Tenet. ( )Mound usa ., l' r ( lucycling, .5ther use ( )Vault Privy ( 10thert i'h.e nice inanrrtyon inzist :;e arz eyed with the ne-1 ;qZ5 �� x. ..�. 8: tr. r•1',. J"!rm:t. c..r. b.: tssuv-. The iar:ividual biwa,;« dirpasal permit must !>e J-aat:ej bc.c... A 1i„11d1i1g pc:T.it car. 0' -tai -led. 'FINAL 1NSr FCT1':N mti.'• gF jIVEN ^,Y THE AzrtH; PITK:N E41,11RONMEN AZ. HE1.L't'H DE1'AT TME1,<T rRion TO b: C.iCe'tLLiaG ARY or, iY:4 : '!1:;Tr%. Sewage di rmsal perm:: is :ierebv stibmitt.ed. Tha urderclgned ackrovledges that the .hcvec inforn,iot c:. tfc� az,4 tha =sac i:Jt..ra.aaoa will in:'. atdeta, the app:ication and any sub3equrr//.t pertai%t., i+ppiicant (7ieis application t>ecrmes. intial:d months from—the &;,ova, rats-.) 0:,';.F: xLo! )LAW =ist ori xllc'd with this application. 1'Y. a:ae .i-�;Cac.e L. -:e toiic• i:ss Items by moasurad distances: w. Pro" e r' y . 1.e5 acd dimeas:ons. '.. fro^osed and exis.ii:g was.er. WR -A c: s;::uicc" p:o;!erty and z.dC ?cert ,r.rcgert-w. 3. ui::..t?sZ.ic :YatLr ;-, vice i nen. d. ri-Gpossd a...i exa.>:ing h%i.Udirgs, and other 8 t'rv! "t 1TF S . ea. Sr XeaMs, '4k;:S, g'T11Ads, i4:-igdt:ioll d.tCi.P�;, and ott'ier water 6. P.otosee' and existing inaivi.du3i se;aac;e cjrstsms on subject �rorerty. .ii^::C`I' 1k RWj: LC P :1T rL'< :'111OR TO 'CONSTRUCTION IF INSTALLATION IS TO Tsa.. "i:e t:n etsi,ced h,_ca:by acknowled;ci vereioc of this inSividuai as✓egsa dt>posal permit/application and s perm - ' the Y c:nZ A'cti?k lr'+ber &ata "C7 PC-ej-ed �'/ / ,.bY -.. `.-._._..__. dmtniatrntA Offices 130 South Galena Street Aspen, Colorado 8161'1 303/925-2020 Lincoln DeVore 1100 West Fillmore St. C )lorado Spring,., Colorado 80907 (:.03) 632-3593 Fame Office Mr. Jim Igelhart 610 W. Hall -am Aspen, CO 81611. Re: Visual Inspection April 28, 1981 File No. 39014 -GS Lot 7, Block 3, Brush Creek Village Snowmass Village, Colorado Dear Mr. Igelhart: The foundation excavation at the site referenced above has been inspected by personnel of this laboratory to determine subsurface soil,conditions°l-1owing are recommendations -for this site: Soil Classification: The soils ori this site are quite variable, ranging.from dark gray Mancos Shale to light brown clays de -rive -d from the Mancos Shale. These soils have moderate to high expansive properties. Average bearing values of the soil are 5000 psf maximum and 3500 psf minimum on the clays. Man -Made Fill: None --all soils are native to the site. Moisture Conditions at Time of Inspection: Low. Expansion Potential: Moderate to high --an expansion pressure of 1465 psf with 5.71/0 volume change and 23.2/ moisture increase was determined by laboratory test. ` Foundation _yT pe Recommended: The no footing foundation system with the stem wall resting directly on the soil is recommended. Voids may be required. A balanced foundation design is recom- mended. Reinforcing: The foundation should be reinforced as sho m- on the foundation design. 602 East 8th Street P.O. Box 1427 66 Rosemont Plaza P.O. Bax 1882 P.Q. Box 1643 Pueblo, Colo 81001 Glenwood Springs, Colo 81601 Montrose, Colo 81401 Grand Junction, Colo 81501 flock Springs, Wyo 82901 (303) 546.1150 (303) 9456020 (303) /-40-7838 (303) 242-P,fi6t3 (307) 382-2649 Mr. Jim Igelhart Lot ?, Block 3, Qsh Creek Village Snowrnass ViI.lage, Colorado ATf'r• i 1 28, 1 OR 1 f Page -2- nrainage and _Grading: It is recommended that a peripheral drain be constructed around the living area of this structure. See detail sheet. Proper surface drainage is important.. No water: should bo allowed to stand near the house. Floor slabs should be separated from all, structural members and allowed to float freely.. Type II Cement should be used in contact with the ground. Additional #5 rebars should be placed at 45 at any steps in the foundation wall, and all reinforcing should have a minimum lap of 15 inches. A percolation test was performed in the septic system disposal area. No free water or bedrock was encountered within 10 feet of the ground surface. The average percolation rate from three test holes was found to be 50 minutes per inch. If questions a -se, , please feel free to contact the office at your conv�n ence. Respecttullly submitted, LINCOLN-D�eVORE TESTING LABORATORY, 7NC. III i By: _ _^---- Mi.cael T.4 eaver. Professional Geologist MTW/d 1 s Enclosur4 i >, {� u •i'.Y' !+'*��= I C O M PA GT'6D • \COMPACT' D NATIVof1 C-A¢TH QACKFILL / NATJVG EAIeTF! / )3ACKf=ILL / POL 6TH LEM6 FLM TO WA/ -r- \ \ CAZP-Y BENEATH OP -A/" AS 5HOW)q. SANDS.� \ ;\\\\\ / SAND \ FIL� / \\ WALL GCAJGC L / � \ \ GeAVL / \ � \ FABe-!c WALL ///���� o ca •.,--. __ F / / � d --. Ftooc / � lloo�" � GOLLGCTO/Z, FgoT/N _ LOOc � 000ec7 - � poo 00000 OOL'. 0 d OP O OD o 7 MIN. 4SDAwAYGraiv .� M/N.4S'AwAY oo Q MIN.4SOAvAY cao 't A v __ F'CCM WALL. 4S - 4S o LWA,LL, DEPTH VAX= __ N VACI1 LtJ� O DEP7Tl DEATH VA21L�S _j! n VAeIfS ACOUND �- 3,4OK oPE2F. A2ouND B✓ma-46- i r Aeo✓ND at;" DIN&. �.{o¢GPE'Kc- SUILOIN MiN.2I MIN.ZI. 3/4oA:nivE� M/N.�,: � PivE `PlVC $PitEAO FooriN6 TYPE GfZADE 3 AFAM T-YPK F/j.TEz FABMic A% rJV,rN.aTL1 j//� FILTE.aZ FRBCIC MAY B6 ANY TYPE, Ta CELAivesi Car -P. M/.2AF/ /40. !*1 O O O b 0 0 0 00 0 0 M/N. 45-* AWAY Oo 0 0 o v a 45 6 O O 3oR 4`/PE2FQ FRO.VI WALL. O jo PIPE- GLADE DEPTH YA2/ES_� �f -�s � To OurLET. N A2OUNfi LjV/LD/NG1 PoLyE'THY Lt N6 F'/LM -ABo✓6 MIN. ZI: FI LTE2 FA6CIL 86LOCJ OlZA/N. UIVDEP2-SLAB, INTE lom TYP-- NOTES: .Size of perforated pipe sand filter varies with amount of seepage expected. 4" diameter is most common. .Gravel size depends on size of pipe perforations: 85% gravely 2 x diameter of perforation. .Sand filter must depend on native soil and must follow the Terzaghi-Vicksburg Criteria: 1) 15o Filter 4+ 2) 15o filter < 4 3) 50% filter = 12 to 58 1510 base 6510 base 50% base This is required for stability and length of filter life. The sand filter may be replaced with an approved filter fabric. .All pipe to be perforated VCP, PVC or Orangeburg. .4" flexible pipe may be used to depth of 42 feet, but must be carefully graded. 3" flexibl pipe may be used to a depth of 7 feet and should be carefully graded. .Rigid pipe only to be used below a depth of 7 feet below ground surface. .All pipe to be laid at a minimum grade of 1.4% around building foundations. .Outfall to be free, gravity outfall if at all possible. Use sump and pump only if no gravity outfall exists. .Conditions can vary considerably, and each site may be variable as to quality of sand or gravel required. All sates should be inspected to determine the amount and quality of sand filter required, unless a filter fabric installation is used as shown. TYPICAL SECTIONSLINC®LN COLORADO: COLORADO SPRINGS, Levo R E PUEBLO, GLENWOOD SPRINGS . PERIMETER DRAIN & FRENCH DRAIN ENGINEERS- GRAND JUNCTION , MONTROSE , LLM) GEOLOGISTS WYOMING: ROCK SPRINGS K&E* MC 190 io BG�THStD W/ RA, 11,4 C) 0 NJF_�-47 f-- 'Z" A'T F_Z�G'e_ PL -C-5 E Td <9" t:)F__P-rV-A OF �2" 15LOPE OV P7T. MiN AT ��LE: 0_VF_ D N k \ i t\`� A-,a 0 V F— V> t p E_ A,,�R VF_N7 Z�F-7NL,_ z}' � SGS --1 �-t0 F' �/C. � _ ` \\ �\�\ �\ �`\ � � Com, t..,._� : 't�1 c7 t•.,t c.. M 07 r-- 5pl�E I'N 0-T -7 WE_l_L_ &0, 4' C '4"� PVC PER F0VZAI_I_TIP_� PVC - NOTES: 0--r- 1. All materials, installation practices, etc. to conform to Pitkin County Individual Sewage Disposal System Regulations. oo" 7. The shoi-m location of the ETA bed is only approximate. The bed 2. Gravel siall be 1/2" to 1 112 washed gravel .0eor L1 N ER,' 17 meets all distance requirements of Pitkin County regulations. 3. equal Sand shall be 0.5 to 1.0 mm grain size 9. The engineer and Pitkin County shall be notified prior to completion D Z TN" of the bed so that it can be inspected to assure conformance with these plans. >1 4. Recommended seeding: DESIGN CAU"iLATIONS 1. Percolation Rate = 50 minutes per inch 2. Flow = = 3 bedrooms X 2 persons/bedroom X 75 gpd 450 gpd 3. Combined LET system formula of A = Q 0.135 Blue Grass @ 4 to 6 lbs/1000 sq. ft. forriula of A-1.95 - 0.055Q Brush Willows@ 3' - O"centers Wheref.L the a;bined is the loading rate- of 0.30 gal/sq. ft./day, therefore, Russian Olive @ 6' - O"centers' Then 1552 sq. ft. 5. Prov i-dk,- adequate surface water diversion -to assure th_at__rtin___0ff SUP I PACE WXII'T F__ does not enter the evapo-transpiration bed. E.TA 6. -The septic tanks and dosing tanks shall be made as watertight as possible to prevent groundwater infiltration. The joint between tank h-dws, the inlet and outlet and the joint around the risers shall all be tightly sealed with mastic or grout to be watertight. PL/ -\N :Z' F_F_ © so, CIO -3 Sim 0 151�_:CT 011,14 k - I- 7. The shoi-m location of the ETA bed is only approximate. The bed _7 RF NCH _r0 shall be located in the field so that it test fits the site and L1 N ER,' meets all distance requirements of Pitkin County regulations. 3. No Portion of the ETA bed shall be placed in fill. 9. The engineer and Pitkin County shall be notified prior to completion D Z TN" of the bed so that it can be inspected to assure conformance with these plans. DESIGN CAU"iLATIONS 1. Percolation Rate = 50 minutes per inch 2. Flow = = 3 bedrooms X 2 persons/bedroom X 75 gpd 450 gpd 3. Combined LET system formula of A = Q 0.135 Where.zpan evaporation rate is 32" per year, with absorption bed forriula of A-1.95 - 0.055Q L Wheref.L the a;bined is the loading rate- of 0.30 gal/sq. ft./day, therefore, formula is Q = 0.135 A + 0.155 A, Then 1552 sq. ft. 4. Provl,!;e bed of 52 ft. X 30 ft. - I- o C:)ti' 2pi ti ZiT7 W I �-Ot-ATDU?-) MODE -L- tK OYVNE-f-� -tot "Loc -A TAON OF Aw Tr'LOV/E 'LA 2-0 F LOT 7, F -.,L -Y -5 0 FLAII-A 7 �5 r .�ILF 'Tf -4�. -� 9 VVAL- /0 VVAL-4- VIIALL, 16 WA LLQ Ag k­))7lhEj--4 VAN /&, j ll H \A Lj5T 7) b,