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HomeMy WebLinkAboutpitkin.eh.264328202008 (1995)MAY 01 '95 08:[iepm ITl' A,---PEt'1 J_ C, ;� - '-�_ QQ --©,-7) '�) Parcel 10 # ASP 'i1�N EwR4NMENTAL HEALTH DEPARTMENT APPUCATIOH FOR AN (NDMDUA - SEWAGE DISPOSAL SYSTEM POS) PERMIT Name Of OWNER }i c Bus. Phone # Mailing Address ��' 2�rez �AI)c VU),�j Home Phone #Lr -?2 1181.,.1 I Narme of AGENT e J n j'\ f' 2L__ Sus. Phone # teoq ,Qifl7 1) ailing Address c, Nome Phone ---- Copy of Permit to be Sent to: ,,,, ^ + a /Z AMR' IS FOR• f4/NiW INSTALLATION, {') papAIR, () ALTERATION NOT DUE TO FAILURS, or () EMERGENCY USE. for pelma # I'REET ADDRESS Of -GAL DESCRIP11ON , ZrO to of Loa' Y_ aeras Type of BEDROOMS 1, # LCFTS ate, Supply () private Well, {) £ PROOF OF ADEOJATE WATER I OkA0014 w P a,dnrtduN eswsee tAwo" w y went permiL kcuance of ire a and di td aq ap wws " arml$ have been obw IGNATURF Or APPLICANT .e application becomes Irrval;d 120 ssaessee 150 fee paidVee opl* to ESION CRTERiA OF SYSTEM TO ty 101 C41 block filing -, and subdiv. lature Proposed <11c, e__� a — GARBA0£ Oi3POSAU$ tom,. d DISMWASHMQj. *CLOTHES WASHERS In, () fteArrb or $syswm (Publio.or Private Name: ? --- U;HSt7f ()1'E$ ar 0 HAS TH1S PROJECT SEEN APPROVED BY PnWN COUNTY? PrygS or () NO perva is hK+by astbratOsrs lIM wdar �_ Ota4 arc abrM ttdtlemta aowe k a e and Char lalee Y+rermWoe edI lnva114ttD C+e apa�lrrana snd el oxw,4y a.tmpo" npb ft6ppftV aofe of Mdk k�md tot oWW1mbdW dft m�� ti i>AWn COVKV G000% No eereD7Vbn Cway be VMdemaken The owner mm~ei _ Data— s from the date e191`10d. This Permit is vaild on>j for the destgn as 6pocNied below, setr►s+*e*eess*lWit,11ts ee-OW FOR OFFICE USE ONlwssssar►~assesrsssssrrtsaees• MDUAL SEWAGE DISPOSAL SYSTEM PERMIT # 5 aL—L—) PAcelpt d1 0 .^ Received By��a i INSTAtlED: Ary changes must be submitted and approved in writing. of Bedrooms' 3 poreoiation �tatn I�' mpt, Average Doty West@ Flow:4S 0 _gallons. an Engineer Designed system steed r () Yea or (f No W plea IM mw 0111`0 e" °I" w 00 os tf>dtseeai Ahr `twors ei1 I aD�a fn trs+ttnp ana , .an ow ay aha r. -Al r+tswt"or to " Dvft une dearth Ospottnewrs N W*43 linimum Septic Tank Capacity10d 0 gallone Absorption Area 7400,r square feet minimum Absorptlor tied, 9( Atssorption Field in Trenches, () GMV611400 ayfrtern, ( 1 PumpinWDostn$ Chamber, () Aba'orption Ph Ire � !•YL 1 c wwc/J P d s y 5 Fr✓.a� r S rtit�x 1{ S0 r �F d( /-,,,n t,(.� z5 �'s` �� tau b J X �►az,cl�S IZ tti t'S t(tw�; fi I G L:;tni 15 rages requiring Inapeetian: (;Belo excati�alton, =UpOSI co pigtion and prior to placement of grovel, () Before woring dketribtrtilon system of absorption std, () prior to bagkfill of any Pomp nent end any st►uation deemed necessary by Envirommental Health Department Staff, lana aw speaWAO" 0(ow aef " kaehstlsrfd sdwn4a ttirpesftl Cyt+�n Iry brae wNtn ad p+ eansidsrocl al km. ki attl"M b Lid prevularrc w for" in aray alt chm", tl s Ps•+Nt k e .dkAW Rewe In axerdwkv taaee Cts ftdn Cowdy b,dhidkpl SPAM, Oiwese+ wepaaiadesm . eta roee.,a+w sdenlaw r�9 .nd ew,awero r Mw� �PPRONED FOR ISSUE BY.. DATE OF ISSUE: lT 1M atfew in01v 6ual cewags dlcy oaei systim hla► titter Ipr ttsy by M 1' Er1yl►a►>rtu+aal H"Kh De o. The ""w a 611Nt INJ.s M 68ea d 4;L0 e b• Ludaouarcy of th's yatom, Complete fes OWn orrawinp end An s of a Oma an with sNr 041MIL '!NAL INSPECTION BY: DATE OF FINAL INSPECTION: � k, gCrtr9a70O:fTCPCiMP ENhIfT,� t 190 90Rfn'+ &Q tf GT$ T f\SpM CJOLtli1✓1OO biell 3Gtifkg0 MTC iAX 700.020 i1C1 1R� PF4Ni'E:o ON FECY01" PAKA I 1. Use boulders as large as possible; minimum 24" diameter. 2. Wall must have a .7.•1 ratio base to height (4e.: a 10' high wall needs o 7' base) J. The first row of boulders must be buried to 1/2 their diameter. 4. Add road base to first row of boulders, just enough to fill the voids. Do not grade the road base flat. 5. Add next row of boulders then fill voids with road base. Continue this step to top of wall. 6. Face of wall to be 3/4:1 maximum. P 07 FILL ALL VOIDS WITH—\" P f p W CLASS 6 ROAD RASE i (VAR,ES) STONE RETAINING WALL DETAIL SCALE: 1'- 5' THIS ROAD PLAN AND PROFILE WAS PREPARED UNDER MY DIRECT SUPERVISION. JAY HAMMOND, P.E. I DRIVEWAY SECTION NOT TO SCALE 990.00 N O O 6+00 5+00 4+00 3+00 2+00 1+00 0+00 rnd Od �a Nd ft �a "eco IN % O �0 O 100.00 vc �N O O Nqj O °'� O O �O O O Wco O 0 d 0 nj moi 0 0 OJ QL6 0 0 V (:y, M 0 N O o0 p W � ....................................................... ..........................} 0............................................... Q 5 va iU �rr- LW PINI STA = 2+31.41LW 8 FINISHED GRADE PV( ELEV = 1010.93 m m -- o - : EXISTING GRADE Q EXISTING. GRADE .ELEVATION (TYPICAL) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1000 FINISHED GRADE ELEVATION (TYPICAL) DATUM ELEV 990.00 N O O 6+00 5+00 4+00 3+00 2+00 1+00 0+00 rnd Od �a Nd �� �a "eco IN % � �0 O corp O O �N O O Nqj O °'� O O �O O O Wco O 0 d 0 nj moi 0 0 �I� 0 0 QL6 0 0 0 Q O O 0 990.00 N O O 6+00 5+00 4+00 3+00 2+00 1+00 0+00 ti Z i043- Z� Z'OZ'P'P S1' Net= on Environmental & Wastewater Solutions, Ltd. E W August 4, 1994 S Kevin Reinarz Kevin Reinarz Construction 2020 Eastbank Point Road P. O. Box 957 Carbondale, Colorado 81623 Subject: Soils Evaluation and Percolation Test for Individual Sewage System Design for the Deutsch Residence on Lot 4, Block 1, Filing I, Brush Creek Village Subdivision numbered as 0845 Brush Creek Road Dear Kevin: As requested, Nelson Environmental and Wastewater Solutions, Ltd., performed a soils study and percolation tests to design a septic system for the proposed residence. We conducted this study according to Section 4-5 of Pitkin County Regulations Individual Sewage Disposal Systems on July 25, 1994. We have based our recommendations on the subsurface conditions encountered. We will furnish this letter to the Aspen/Pitkin Environmental Health Department at our earliest convenience to obtain a permit to construct this individual sewage system. Proposed Construction: The planned residence is a three bedroom, five bathroom, two-stor wood frame house Site Conditions: The property is approximately 2.8 acres in size. The drinking water is to be provided from the subdivision water system through Snowmass Water and Sanitation District. The building site is on a lot located in the Brush Creek Village Subdivision. The lot is covered with oak brush, sagebrush and grasses and weeds. The ground surface, which appears natural throughout the proposed area of building and within the proposed site of the septic system field, a shallower bench that slopes to the Southeast at a 20% grade. Subsurface CoUditions: Soil profile borings, done by Hepworth-Pawlak Geotechnical are about 140 feet from the proposed absorption area. They were bored to a depth of twenty to thirty feet. The boring encountered no ground water and a claystone bedrock layer was encountered at 16 to 18 feet below the surface of the ground. Loose shale fragments were present in the silty clay layer. The P.O. Box 6961 Snowmass Village, CO. 81615 Office (303) 923.3289 Home (303) 923.2766 Deutsch Residence 0845 Brush Creek Road August 4, 1994 Page 2 soil texture was a an organic topsoil to a depth of one foot and then a stiff silty clay below. The subsurface soil conditions were evaluated with the standard percolation test procedures at the approximate location shown on Figure 1. The test holes were hand dug and several inches of gravel placed on the bottom of each hole. The subsoil in which the percolation tests were run, consisted of a silty clay, which extended to the depth of percolation test holes, thirty inches. This grayish subsoil was well consolidated, and showed a slight tendency to swell when wet. Percolation Teslin8: Percolation testing was performed in the approximate location of the proposed absorption field between the driveway switchbacks in an area southeast of the building site. The three shallow holes were hand dug to a depth of thirty inches. The percolation holes were pre-soaked the morning of testing. Water was added approximately every hour to two hours before beginning the percolation test. There was no water remaining in any of the percolation test holes when we arrived at the site about 7:00 p.m. to begin the tests. The results of thl percolation testing are presented in Table I. These results indicate the silty clay soils have wi average percolation rate of 18 minutes per inch and would be acceptable for a conventional infiltration design for the on-site sewage system. Limitations: This report has been prepared according to 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. If further excavation reveals conditions different from those described, additional evaluations may be necessary. This office should be advised of any unusual situations as soon as possible so that we may reevaluate the recommendations. If you have questions or if we may be of further assistance, please call the office. Sincerely, Robert F. Nelson President Reviewed By: y ammond, P.E. S Engineering FIGURE I ApproximOte S"19 V-60, tsch Residence Lot 4, Block I ig I Brush Creek Village Subdivi.-,,10n 0 0845 845 Brush Creek Road Nelson Environmental & Wastewater' Solutions, UA E W TABLE I S PERCOLATION TEST RESULT FORM Hole Length Depth at Depth at Drop in Average Hole Depth of Interval Start of Interval End of Interval Water Level Percolation No. (in.) (Minutes) (Inches) (Inches) (Inches) Rate(Min./Inch) 1 30 10 37/8 211/16 13/16 10 211/16 17/8 13/16 (refill) 10 415/16 313/16 11/8 10 313/16 211/16 11/8 10 211/16 2 11/16 10 2 11/4 3/4 13 2 30 10 63/4 49/16 13/16 10 49/16 3 11/16 7/8 10 311/16 31/16 5/8 10 3 1/16 23/8 11/16 10 23/8 13/4 5/8 10 13/4 1 1/4 1/2 20 3 29 10 57/16 47/16 1 10 47/16 3 11/16 3/4 10 311/16 31/8 9/16 10 3 1/8 25/8 1/2 10 25/8 21/8 1/2 10 21/8 15/8 1/2 20 Bob and Renee Deutsch Property 0845 Brush Creek Road Lot 4, Block 1, Filing 1, Brush Creek Village Subdivision Date of Percolation Test: 7/25/94 P.O. Box 6961 Snowmass Village, CO. 81615 Office (303) 923.3289 Home (303) 923.2766 Nelson Environmental & Wastewater Solutions, Ltd. EProperty Address: 0845 Brush Creek Road W Legal Description: Lot 4 Block 1 Filing I Brush Creek Village Subdivision S Property Owner: Name Robert and Renee Deutsch Address605 Cemetery Lane Aspen CO 81611 Phone 925-5634 Contractor: Excavating Contractor: Name Kevin Reinarz Construction Name Unknown Address 2020 East Bank Point Address Carbondale, CO 81623 Phone 963-9672 Phone Saturation and Swelling o Smeared surlhces removed X Yes o Gravel Added X Yes To a 4" Depth o Date and Time presoak water added 7/25/94 n 10:00 a.m. o Amount of presoak water added 15 to 25 gallons per test hole o Water remaining in holes after presoak? Hole 1: _Yes X No Hole 2: — Yes X No Hole 3 _Yes X No Percolation Rate Measurement Hole 1: 13 minutes/inch Hole 2: 20 minutes/inch Hole 3: 20 minutes/inch AVERAGE 18 nunutes/inch Groundwater: o Not Encountered at 30 ft. o Estimated depth to high seasonal water if not encountered- 190 feet o Is area believed to be subject to seasonal fluctuations which could result in a seasonal water table? _ Yes X No Slope in absorption area 20% to the SE Bedrock o Not Encountered o Estimated depth if not encountered -20 feet o Type of bedrock: Sandstone X Claystone Siltstone Other: Fractured X Weathered o Is bedrock believed to be permeable? Yes X No I certify that the above information is correct and complete to the best of my knowledge and that all tests were performed in accordance with the provisions of Pitkin County Individual Sewage Disposal Regulations, Section 4-5.1 through 4-5.7. Robert F. Nelson President Reviewed by: y ammond, P.E. Sch euser, Gordon, M P.O. Box 6961 Snowmass Village, CO. 81615 Office (303) 923.3289 #00* -'1 *-610 ASPEN/PITKIN ENVIRONMENTAL HEALTH DEPARTMENT May 2,1995 Kevin Reinarz Kevin Reinarz Construction PO Box 957 Carbondale, CO 81623 Dear Kevin: This letter is to confirm what we just discussed on the phone, that work on the septic system has been done at the Deutsch residence without a septic permit, which does not comply with requirements of the Pitkin County Individual Sewage Disposal Regulations. This letter is to let you know what else needs to be done for work to continue on the system. I also want to acknowledge that you said you had been told that a septic permit had already been issued so were not knowingly working without a permit, and you have agreed to obtain the permit before doing any more work. In order to receive a septic permit, the following is needed in addition to the soils test submitted by Schmeuser, Gordon, Meyer: a completed septic system permit application, a plot plan, and $150 application fee. Before doing any more work, Betsey Kipp, Environmental Health Officer, will need to do a site visit. We normally design the septic system as part of the application fee. In this case, you have had someone else design a system for you, and Betsey will determine whether the proposed system complies with county regulations. If you have additional questions, please feel free to call me or Betsey. Thank you. Sincerely, Lee E. Cassin, Assistant Environmental Health Director cc: Robert and Renee Deutsch, owners Jay Hammond, Schmeuser, Gordon Meyer Engineers Bob Nelson