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Home My WebLink Aboutpitkin.eh.264316200058 (2010)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. A r tID0 Zfa43'1�Z-Oo-oS$ ASPEN IN EKNIROIYMEKTAL HEALTH DEPARI ENT APPLICATION FOR AN ENDNIDUAL SEWAGE DISPOSAL SYSTEM (ISDS) PER?ArT Name of OWNER �CAM R D u i1CM A) /_drC' be7C.S O AJ Bus. Phone ;'',` 6 /Z -5'/S-,7.20 r000 W47L=4 Pik< G Mailing Address Syoi tV;1yN. MA1.41'S".aHome Phone # Name of AGENT AJD,+t-C C . 1C L C _ Bus. Phone # _ Mailing Address ?D. Fo Y, St 9 % Sates vlt c 6 / S:— Home Phone # 9a2 3 -%/-?6 1 Copy of Permit to be Sent to: 'ERMIT IS FOR: () NEW INSTALLATION, ;TnEU ADDRESS of Property: ALTERATION MOT DUE TO FAILURE, or O EMERGENCY USE. for permit # W int GAL DESCRIPTION of Property: 46L_E7-/.Z,58Z.�(v, %e .rsµ C% Searrf y /�RNr-0 �Swrs7 •FTS kR- WAR MW_, ani 3ilbdiv, ;iae of Lot ;2-2 acres Type of Structure Proposed 4f BEDROOMS (P. # LOFTS O, # GARBAGE DISPOSALS 2, # DISHWASHERS 9 # CLOTHES WASHERS .Valor Supply: () Private Well, Spring, () Stream, or () System (Public or Private Name: S PROOF OF ADEQUATE WATER ATTACHED? () YES or O NO HAS THIS PROJECT BEEN APPROVED BY PmON COURT' O YES or O NO t�sal : a"m for an Jodi Mdual sewage disposal system parmd Is horeby submeted. P* ,r -d slg-ed acgr...Lrdgee did the abme Informatlon F the and am salsa Irdorme::m will Invaldetu the appi.icaron e -d . rurlfEeq»rH p!tmR Isauanu d er, pannll dote trot esplicilly a Implkaly ImPly de approvald any cdwr, perste.rtpulmd fm �snYlOn pursuant t, PM4r (loony codes. No CnnerrVctlen ms/ be undennlen til air, sppm:ds and permit have been obtained. The owner uss.mes all re•.ponsidlmes In ass of Wl ze r inadequac; of tlrt %,d - IGNATURE OF APPLICANT L!K - Date _11e_ (9 -5Q T __ 'ho application becomes Invalid 120 days from the date signed. This PermK is valid only for the design as specifiod bosom e..........uece..eue.....e..BELGW FOR OFFICE USE. ONLY ... are sa..................... I INDiViUUAL SEWAGE DISPOSAL SYSTEM PERMIT # .`., J_3_ ;;ID tea paidKYes. Date received -(>!f�J �Receipt N / _ Received By Gni ESIGN CRITERIA OF SYSTEM TO BE INSTALLED: Any changes must be submitted and approved in writing. r of Bedrooms: (a , Percolation Hate: mpl, Average Daiiv Waste Flow: _! rQO gallons. an Engineer Designed system needed? O Yes or )CNo Inn ba.,a eM tpecKrcaGona d Ne eng4reer MW be Idlwved. Aro Gren,;rs mus: be ,pranwxt In w-Nng end the enginx. :ull certify the fins! invo laron w e„ EnNmnmantal Heats Dep=t. nt in wriang.) .I!rimum Sceptic Tank Capacity 1 gallons Absorption Area ��_ square feet minimum 1 Absorption Bed, () Absorption Field in Trenches, O Gravel-losc system, O Pumping/Dosing Chamber, 'Absorption Pt Ow Se.( yT+�✓f �5 ext S 4"- fe yy< ,JS"d Z y (/ � ITS ,.✓ei! ,.Aj r+, -y well w/ Lo 40{'fZ cup&-cr� We d/yPV4it to Yu curs fn-c(W a( eyprox TOO Ff2- Lagos raquHng inspection: /(Q Before excavation, O Upon completion and prier to placement of gravel, O Before covering distribution system of abserpJ st ,:Id, O Prior to backfill of any component and any situation deemed necessary by Environmental Health Department Stafi. .w and sisecificationa of the fxoposed IndMdual sewage disposal syden havn Coen rewiemd and are conrklered cetlaledory. Farmealix Is hereby granted es the owner or his ageoW P:.na:m the'w '.scaled awing In accordance with the Pekin Corr My I,rdivWud Sewage DisposalReguln7ona In effect on linelineMb q true. In addition to owners] provisions sal lots In sty udnchmads, 7',s Parma Is turr!M ' fire rdlov.ing adddusl terms and caWitlona a. PPROVED FOR ISSUE BY: arty: DATE OF ISSUE: —,11, .e arrow, Individual sewage disposal system NkIlLneekrispeclad for use by the Asren(Pakln Envi=rnerW H,aah Deparerent. The owner aasurres as rnpemL.°:"_ea in rase d failure or I u today sry O. Nis sera'.. Cgmplele as -built drawing arts all !pxlgcedoro d as -built aro Included vast this permit INAL INSPECTION BY:/A Dom`_ LLATE OF FINAL INSPECTION: ':OTHt I)jDr L',MPRERMIT IU SOUTH GALFIIA STfItEr ASPEN, CO.OPNX. oral! • PHONE =ago: v1To • :,PEHD r/ea mlN [) ON REC.MIM PAPER i ASPEN*N ENVIRONMENTAL HEALTH DEPARONT FINAL SYSTEM DESIGN FINAL SPECIFICS OF THE SYSTEM INCLUDED UNDER THIS (As -Built Conditions) Type of Tank or Treatment Unit: Tank Capacity: 9, 00 ga -rwo Type of Absorption Field: 5eegdce P• TS Absorption Area: // �7J DESCRIPTION. CONDITIONS. AND SPECIFICATIONS OF SYSTEM DESIGN: fm AS 841LI; .2.0, o. aA AIlNS .rTWe l/soo ajl-N TANRt, FINAL AS -BUILT PLOT PLAN: lllao sf.1T AOsetlAveA/ iN TWd uYPAst flu FINAL INSPECTION BY: 130 SO GALENA STREET - / � 6%1.5f/NL Ile i�lT�ei G I- - DISil164 iloN QOx - 1'•,- AsaNsleD s, teA7 y3 FL...s To ' aae. r,T -- r �- . t— NtW P/1 r i I .I IM11ALL40' ay. ARAe&N til ASPEN. COLORADO Wall • PHONE 30UM5070 . FAX ?0&92M5197 PRINTED ON RECYCLED PAPER -� _— 61rst�yc. See PACO -- r �- . t— NtW P/1 r i I .I IM11ALL40' ay. ARAe&N til ASPEN. COLORADO Wall • PHONE 30UM5070 . FAX ?0&92M5197 PRINTED ON RECYCLED PAPER 0 Nelson Environmental & Wastewater Solutions Ltd E W April 6, 1994 S Mr. Randy Kimmel 0234 Twining Flats Road Woody Creek, CO 81654 0 Subject: Individual Sewage System Repair Design for the Existing Residence located on part of Lot 12, Section 16, Township 9 South, Range 85 West of the 6th P. M., numbered as 0234 Twining Flats Road Dear Randy, As requested, Nelson Environmental and Wastewater Solutions, Ltd., has reviewed the existing individual sewage disposal permit record and performed flow testing to determine the distribution of wastewater into each of the existing septic systems. We have developed recommendations for the design and construction of a replacement septic system for the referenced property on the basis of this information. This letter details our suggested design. Building Site: The existing house is a three-story residence with a four bedroom, three and one-half ' bathroom main unit and a two bedroom, one bath caretaker unit on the lower level. The property is served by a well already installed. The property is approximately 2 acres in size. The ground surface in the area of the residence, appears natural and slopes to the East at approximately a 10% grade. This site is a narrow property sloping to the East toward the river. The lower portion of the property is quite steep. However, on the upper portion of the lot, there is a sufficient depth of suitable soil and enough room to install a second seepage pit to augment the sewage disposal system and replace the failing seepage bed built in 1981. Existing Sewage Disposal Conditions The house is currently served with two septic systems, one of which has a clogged absorption bed. This bed is located in the area of a proposed deck extension and the foundation supports will intrude within it. There are two 1000 -gallon septic tanks already installed. The :^:astelvater flows to the systems vary from those listed in the 1981 permit, but are not more than 450 gallons to either septic tank. The original seepage pit was checked and appears to Still be functioning normally, as there was only about four feet of 2 P.O. Box 6961 Snowmass Village, CO. 81615 Office (303) 923.3289 Home (303) 923.2766 septic tank effluent standing in the pit. Minimum Pitkin County Requirements: The percolation rates measured in the sandy soil averaged 9 minutes per inch at the depth of the existing seepage pit. The minimum Pitkin County requirements for this installation are based on a system flow of 600 gallons per day for the main unit and 300 gallons per day for the caretaker unit. This flow would require a total septic tank capacity of 1750 gallons minimum volume. The minimum requirement for the absorption area for seepage pits at a percolation rate of 9 minutes per inch is 185 square feet per bedroom under the Pitkin County Individual Sewage Disposal System Regulations., 1100 square feet of sidewall area in total. Recommended On-site Wastewater Disposal Design: The existing sewage systems for the residence on the property consist of the two concrete septic tanks at the location indicated on the site plan. The original system also has a seepage pit of approximately 400 square feet, located above the high water table expected to be at the level of the river. This system is serviceable and should, if possible, remain to be incorporated as part of the new on-site wastewater system for the residence. Therefore, we recommend that the reconstructed septic system consist of these two 1000 -gallon concrete tanks. The existing tanks can continue to be used with reconnection to the existing pit and to a new seepage pit of 720 square feet. A distribution box will split the flows to each of the pits. It should be a relatively easy to reconnect the existing parts of the system, as shown, if spacing limitations can be met. The additional absorption area that will needed to handle the wastewater flows from the caretaker unit and replace the clogged absorption bed can be done with the new seepage pit. The existing seepage pit provides the equivalent of 400 square feet. The additional pit, as shown, could be constructed to provide the 710 square feet now required. Care should be taken to maintain a ten -foot setback from the South property line and to excavate the top of the new seepage pit into native soils rather than the fill material used to level the driveway and parking areas. An additional flow reduction is achieved by using of low water use toilets in the master and guest bathrooms. These fixtures flush on 3.5 gallons or less. This water conservation measure is not incorporated into the design recommendations, but should lengthen the effective life of the on-site wastewater absorption system. 1> I 0 0 If you have questions or if we may be of further assistance, please call the office. Sincerely, Robert F. Nelson President Attachment AMy3 TMMrAI UTTSACJ I fro ES �I P0,06SED &WA6,=- �YSTE�� P&4l4c6mevT 3zy � / e�ioijmxs 1�t-� /Coi 1 1 rl�OLE \ U HOLY CROS ASSpC1AylON EASg 1C \ �` \\\ RAva F \ 60\ p. 0A OVEI \ /RE -BAR Z O __----------- n - 2P10USE y *0234- I a. 234• 'a.I JT Ci000 i