The URL can be used to link to this page

Home My WebLink Aboutpitkin.eh.264314300002 (2013)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 property Third System.etc. Floor Plans Please See Building and Land Use Approvals Files for additional information. K T N Onsite Wastewater Treatment Systems (OWTS) Use Permit Inspection Form COU N i� Pitkin County Environmental Health Department 76 Service Center Rd, Aspen, CO 81611 Phone: 970-920-5070 Fax: 970-920-5374 Website: www.aspenpitkin.com/ehnr Inspection form for continued use of an existing OWTS Owner's Name: Address: Parcel Number: J o�y In 3- l U ?— On --p02_ Inspection Date: 1_11'21 1-,5 nkgri 7_1101101i Inspector's Name: Ctf (IX 05� �_[" V e Business Name: Phone Number ZG Email: rho 2�nl�o [>n k.on,rnvn Pitkin County Systems Inspector License Num e6r: A copy of this Inspection report will be remitted to Pitkin County Environmental Heulth Department by the Licensed Systems Inspector within 60 days of the inspection regardless of whether the system Posses or fails. QUESTIONS FOR PROPERTY OWNER PRIOR TO INSPECTION: Is the home currently occupied? NO If NO, how long has the home been vacant? How many bedrooms are in the home? 2 - If If secondary treatment is used, who is the maintenance provider? N I A RECORDS: Were system records available from Pitkin County? YES NO If YES: Permit number: qZ10ML 11 II Date of Final Approval: I k) # of bedrooms permitted: :;5 Was an as -built drawing available? YES NO (� p Is the as -built drawing accurate? YES NO — CGaa"c�l� I If NO: Complete a drawing of the system on last page of this form as accurately as possible. 6 Any question marked FAIL will require correction before an OWTS Use permit is issued. C� SITE CONDITIONS: Proper grading, no evidence of erosion? S FAIL Improper vegetative cover? hN) YES Evidence of compaction such as heavy machinery or livestock? YES Improper discharges such as straight pipes? PASS NO FAIL �—CAfSnow Evidence of high ground water? cover present? NO YE5 [n0 vs, Page 1 UPJ i, obye,ot 5.5 1 -t-e r n.�- f u aqe(0 ro Q�FiS� TANK: Tank 1 Tank 2 1 Tank 3 Tank capacity gallons Is a pump or dosing siphon present? gallons NO gallons Tank material tf Does the pump/wiring/dosing siphon appear to be in good condition? ' PASS - � t PASS tt of compartments 2 /NO UNKNOWN Is a secondary treatment unit present? YES inches Date of last pumping YES 1W) Does the owner have a current maintenance contract for the unit? YES NO UNKNOWN Maintenance Provider: Phone: Lids/risers In good condition (--PASS FAIL PASS FAIL 5 FAIL Risers to grade NO YES NO YES NO Riser height I ? Riser condition/watertightness Q12 Inlet sanitary T/baffle FAIL PASS FAIL PASS FAIL Outlet sanitary T/baffle 5=-- FAIL PASS FAIL PASS FAIL Effluent filter (if part of design) AS FAIL N/A PASS FAIL N/A PASS F IL N/A Condition of tank material PASS' FAIL PASS FAIL PASS FAIL Tank was pumped for inspection YES A YES NO NO If YES, list the pumping company If NO, when was the last pumping Scum level (1st compartment) ) " inches inches 1 " inches Sludge level (15t compartment) L4'r inches inches inches Scum level (2nd compartment) r' inches inches inches Sludge level (2nd compartment) ti +' inches inches inches Backflow (if pumped) PASS FAIL PASS FAIL PASS FAIL Midtank baffle PASS FAIL N/A PASS FAIL N/A PASS FAIL. N/A Watertightness PASS , FAIL I PASS FAIL PASS FAIL PUMPS/DOSING SIPHONS: Is a pump or dosing siphon present? 1 YES NO If YES, is the pump/dosing siphon functioning properly? PAS FAIL Does the pump/wiring/dosing siphon appear to be in good condition? ' PASS FAIL Is the high water alarm working, both visible and audible? PASS FAIL ---j;l SECONDARY TREATMENT: /NO UNKNOWN Is a secondary treatment unit present? YES inches If YES, does the unit appear to be in good working condition? YES-NtT YES CO UNKNOWN Does the owner have a current maintenance contract for the unit? YES NO UNKNOWN Maintenance Provider: Phone: PASS FAIL If there is no maintenance contract, a contract must be in place prior to occupancy of the home. A copy of the contract must be submitted to Pitkin County Environmental Health Department. 21181 u NI i IS OL C1A0 S+1116f "1 n ABSORSTION AREA: Effluent surfacing? 5 FAIL Evidence of past surfacing? YES Surface dampness? NO YES Excessive odors? Field location verified by observation ports or probing: ortS YES LL Probing 2, }p '7i0 r t Liquid in observation port? YES If YES, record depth: inches Distribution Box or ADV part of original design? YES CO UNKNOWN If YES, Is It accessible from grade? YES NO Is it level and in good condition? PASS FAIL Page 2 11 2C' G7 Any problems with the system that were not addressed in the inspe l A Qc�c k2'F b J� C. USPS pex mi r A;5 Gd8te55 t5 nok of `lied 40 Please list any recommendations for the continued use of the syste(2 04,o U Se etT' 5 `\ �rej� GpPiie� Gf. Were any repairs done as a result of this inspection? / 7o YES If YES, please describe the repairs. y r. Tn thn Le�..f...,, h,..,.,iodan and traipinu thn infnrmatinn rnllertM in this inspection is accurate as of Licensed SysterQ0 Inspector Signature: n 1%i (y Q;KilLp'k �l If no as-built drawings exist for this system or the as-built was Inaccurate, please diagram the syste as accurately as possible. tte sure to document all systern components and the location of any well on he property. Using markers such as corners of the house, exact measurements can be used to triangul to the location of the system components for future reference. Page 4 Y Permit # 19 Type of permit Name of Owner Street Address Ast._ _Pitkin Environmental Health Departi- .nt Permit for an Individual Sewage Disposal System 130 S. Galena St. Aspen, Colorado 81611 Phone 970-920-5070/FAX 970-920-5197 f gl Parcel ID If New ✓ Repair Addition to House( ) r . naAJ i.f__ t /7-.-1/ )?J w'_).. /P g&Ste . Property legal description A& --PIs , Size of lot l de Water source _ /uc// # of bedrooms in house a # of offices, lofts & similar sized rooms in house Caretaker unit Total square footage of the caretaker unit # of bedrooms in caretaker unit It of offices, lofts & similar sized rooms in caretaker u it Designed for what # bedrooms s l 04-ce I Permit information Designed by Mailing Address iinl� / Lnowerina /0/1/x/ e T'& 11 ilui 2 nusry Pere rate .4l m i Profile hole depth s Depth to groundwater or bedrock Septic tank capacity /F�a�3 Absorption area %l7 Total square footage of the house 70-444 1' Comments + 6ui -la )n 46, yrotndwa� leuel ob!5'rucd Jdwnh We w& -I(- Xx level wol IIIx ve-rf(Aed a� 1�c� h`�u of egr400-%� P�;a I i�rsfn 4 on 4v -nein S r%5 e� . r�Odr hCQ,i�/�1S fel 46, es9r1 m" hw6 OGE u-✓, fkj- dlSryn d 9ML(-fiCdA% o PafrtelL r- 4z9eraldr dated 11 -IQ -Q$, mush he-Ailotoed vA,'c._ Jnrlcus •Kee • 1,0� 90.1 r L46Uftk. _%Pfi'c- 46,11V60Swi e, 0S t [tout,} -9'1r 61 `41- 044- . 6,00 ga.l n4nr n) PmJri�-tny errlcrefc -din_ wiV, Carixn -0 • PVC dos>nj eti2mou LON& Srfhm a si&n— SiflGr ' 3,7, 4,6it` gr[(. A,55 ChaAl dry nag pip --C_ 7` I iNA or- e Aya vta kd i rrr uu io-> d t Bch Permit approved by: ri Date: l/" /f-1ff Plans and specifications of the proposed individual sewage disposal system have been reviewed and are satisfactory. Permission is hereby granted to the owner or the agent to perform the work indicated in acre County ISDS Regulation in effect at the time of issue. This permit becomes invalid 6 months from the datt issued unless system construction has commenced or an extension has been approved in writing by the C As -built drawings must be Included with this permit before the final approwatwlll be Issued Install Final Date: t7 bIiff/99- 04vr —>;40 Jance with that the pe Afl—�NIPITKIN ENVIRONMENTAL HEALTH DEPAPTMENT APP ATION FOR INDIVIDUAL SEWAGE DISPOW YSTEM 130 9. Galina St., Aspen Colorado 91011 Phone 970-920-5070/Faa 970.920-3039 Permits ParcealID0 26+3-143-00-002 Permit For. New Instiestien 1 ) Repal7xx Remodel ( ) Emergency Name of "all t 9Uool Address _ Owner's Mal9ng Addneae Legal Doscrpdan: Of .Bleck S and BOUNDS ,Gobfthfon Bae of let i auas Type or proposed slrudrne: sae of bldg. envelvpC Total areamvingapace(eq e)' less than 700 ad Bedrooms.olfxe,eend similar size moms: current 2t uture 3 Calebrue, Unit 4ATach9dD seafliving s mol pargifiker uniqeg 11.1 1 11ofgad a 0 aimlar 9111114 Morm Pdmary Contact Paesan F. Patrick Fitz erald, PE ' ContacN.a1MngAtldnata Eagle Eye Engineering, 1 E. J;well Ave , Denver 303-755- 374 Business Phone: 303 -?55-4324 couphmt , n.a. Fox: Watort Apilveie Wall ( )Spdpg ( )Stleafn ( ICeaunuolly/Pubac(Nam or Sytlom) is Proof of Adequbta Mtor Attached LBVW.tD4 7 ( )Yat ) No (Awatw quaory test and Well pump last or approval War /mm coram itr syilem) Has this pm)ad been app,00ad by Pitkin Courtly 7 ( )Yes( ) No Iso Copy of the naor plan stl.ched (Raoulred ) 7 ( ) Yw one No Is a Copy of the uta plan attached jKlAquiloult 7 A Yes No AppMObn far sal led"If See/atter disposed syedn Y hrebaotlMWf,I hm*urNyftl Pe 05" DO YBaad selivigelIewi Oatl dNSOalUssab.aai[rMwsM.MOfnOe Papery wlltMlyws MMSsM Awa. aeeurMlMrsnsYasmbra9rlsdYelsaelO drMkinewskrrdres.droa .Is'a *4ss.w"woMrsw$m N'als./ael4' 1,479"e" 8e��y19>�MIa f heueme of to permR<ed asd arpya5t afo"oipirpnsi ysBIf Idf ice,asti Wer"i vier imaaeeta act eptsideBll rte Ply arAxqudit Mads. Plraaenl to nake1 eosday coagg. 40 W10bucifon may 0. undone" urn ee apannae are Pelmae h" been el tvii Taff ovsew soev tlee in false of haul ar naeeffueof alltYsystem.�1 Sipnilu- of applicant-o� Date FRUCR1111AWLSWOMIUM p�BIdl7EDEJNPIY�PlU.A1 SEWAGE OIePOBaL�iy�gJ.a Doalgn Crllerie gLsYatem 10 b�nsjalfeQf_ggYl11af19 e5l�_� suhmilletl ' to Pere Rale min Minch . Prone Rde Dept it Septic lank capacily: 931104 Absmpeol area ea lL / An Inspection Is required prior to backfill of any component of the distribution syys,tom. y% ' //pp Design by Engineer Reguirad 7 ( )Yes( ) No All ptans;Frid specifica0oru of the engineer must be followed;illyy charges AapoNPilkin Envirommnlal Health Depsoment in writing eb''HH the engineer mud ceRify Ua Most tatallalion to the Environmental I t be approved by (he Isallh Department In wdling t -/ nm. Permit approval oy: - Plant apd tpecdrsslonc d to Popas.dibNYlud sewage dim tydem have been revleWad arta Memtaercd saieleeoly. pagric[ion is nerthy,prenled to the oxvler Of ,he agent w parrom the Work In"ed N accordance wish= C"ay 1809 RtWiguon N eaeat M she Vineof i::va. nil parrnt hswnes mw da months tam he dd e mean pemta Was gsuad lmleu ly tan WOLIdMii ht' and w M udmnd w been bppovd in v rTog by me Depadmenl. As -Built drawings must be Included with this permit befor, the Rnat approval will be Issued, Inseller. I Receipt P Silo Plan_ Wetl Permit and Soils TdSt floor Plan T — Water y Leet bate Into Complete Date received C Received by (_omm Oav Approval Waller Sysm9yaLm Letterr knot Imp Roqueolod Final Inspection N .tena,aae Ffon Fit:gerCDgieyeEngineeringFax: 303.7654374Volce:303J554374 . To: BelsyKipp at: AsperiftinHditi Page 2 02 Monday, Odober26,1998 4:40,43 PM OCT.23.1999 11:43RM C, OF 14SPEN NO. 675 P.2 ASPEN/e , rKIN ENVIRONMENTAL HEALTH DEr-.+RTMENT APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM 130 S. Galena St., Aspen Colorado 81611 Phone 970-920-5070/Fax 970-920-5039 Name of OWNER Carol Owner's Mailing Address P. O. Box 46 Rusineas Phone, 970-923-6454 970-923-6454 Primary Contact Person (all communication regarding this permit will go through this person) Name F. Patrick Fitzgerald Company Eagle Eye Engineering Contact Mailing Address 10144 E. Jewell Av, #2, Denver, Colorado 80231 - Business Phone :303-755-4374cell Phone: Fax - 303-755-437 at 920-5160 or at www.aspen.com/assessorl) z 6 4 3. 1 4 3. 0 0. O 0 2 Street address of property 2024 Woody Creek Road, Woody Creek, Colo. 81656 TI L9&10,s 14 T9SR85W Legal Description: Lot L15....15 ,Block ;Filing ,Subdivision Metes & t7s Size of lot. � 1 acres. Type ofpw#ese4,structure: Size of bldg, envelope: it. existing Total square deet of house 700 # of bedrooms In house two . ISDS sized # of offices, lofts & similar sized rooms in house Caretaker Unit-. Attached ( ) Detached ( ) Total area(sq. ft.) of caretaker unit # of bedrooms in caretaker unit # of offices. lofts and similar size rooms i Permit is for: New Home ( ) Repair due to failure ( X) Remodel/Addition ( X ) Emergency use ( ) Water. Private well ( X ) Spring ( ) Stream ( ) Community/Public Water System ( ) If Name of The fee for a ISDS application is $330 for a permit that takes 6 hours or less for the department to approve. f approval takes longer than 6 hours, a rate of $55 per hour will be charged. The maximum fee is $1000. The basic tee of 333 Is due at the time of application. The remainder, If any, will be due In two stages: first, at the time of Issuance of the IS[ S perm t; second. befo7 final approval of the ISDS permit. Application for an Individual sewage disposal system Is hereby submitted. I hereby certify that the above Info mation is true accurate and that I have provided true and accurate information on locations of all existing and proposed w IIs, contour intervals, buildings, property lines, ditches, slopes, waterlines, springs, auction or Irrigation lines. drinking ter cisterns, d tiles, irrigation ditches, lakes, water courses, streams, fleodplalns, dry gulches,.and existing septic systems. hereby certify that any such features not shown on attached site map are not present Issuance of the permit does not impt r the approval i any other permit required for construction pursuant to PRkln County codes. No construction may be undsrtakPn until all approvals and pemRs have been obtained, The AspetVPftkln Environmental Health Department, Pitkin County and employees of these agencies will be held harmless should the individual sewage disposal system fail or malfunction. The permit to construct is Issued on information submitted the applicant or his/her representatives. The owner assumes full resoonslbility In case of failure of the system. Signature of applicant �`tS9 Date i 1026/98 Received by. — Receipt # Ba Date EAgle �ye engineering 10144E 7ewell ov., #2, Denver, Co. 80231 303-755-4374 englege@ecentenl.com Nancy Mckenzie, Aspen -Pitkin County Environmental Health 130 S. Galena Street Aspen, Colorado 81611 Dew Ms. McKenzie: August 23, 1999 Ref: Carol Craig, ISDS Replace 2024 Woody Creek Road Woody Creek, Colorado As -Built Report This letter, together with the attached drawings, will serve as confirmation that The above -referenced system has been installed to my satisfaction, as design engineer. The system was inspected and ready for use on June 30, 1999. Site Plan: Location of all components is as proposed. Old tank was removed. Unexpected spring near the bottom of the 1000 gallon tank was daylighted to the west. Spring stream flowing south across the effluent line was piped across the cut area to avoid erosion. Tanks: Installer could not obtain the baffled concrete tank called for in the proposal. Concrete 1000 gallon concrete septic tank, as installed, has ordinary plastic fittings. Installer also could not tie siphon chamber vent into the carbon filter. System operation will be satisfactory. Absorption: As proposed, there are 32 Infiltrators. Installed layout of field is as illustrated in attached drawings. Inspection ports are brought to the surface on the west end of the ows, as shown. Even distribution is ensured by flow -restriction nipples to each row, and by c trefully sized holes in the distribution pipe along the full length of the crown of each infiltrator row. Operations & Maintenance: "1'o comply with Pitkin County regulations, the septic , designated as "tank 1" in the drawings, must be pumped every two years. Property owner must send proof of such cleaning to the Aspen/Pitkin Environmental Health Department. At the same time as tank cleaning, the effluent filter must be cleaned and returned to service. Tank 2 will not require regular maintenance or cleaning. If objectionable odors are ever noticed from the vent of tank 2, that will be the time to replace the activated carbon in thevegt filter. Carbon service life is anticipated to be in excess of two years. i The dosing chamber and the dosing siphon should not require any regWar maintenaric as they contain no moving parts. However, at the first two biannual ic eptic tank cleanings, the' dosing chamber should be inspected for accumulation of solids in the bottom. Little is anticipated, as the wastewater flows through both the effluent filter in the septic tank, and through the gravel in tank 2. Experience will then dictate the subsequent schedule f dosing chamber clearings. 1 Operation of the siphon is monitored by the "Siphon Sitter". �A counter located in the'house, and advanced by the action of a float switch in the dosing chambei, counts the operational cycles of the siphon. The resident should note the counter number from time to time, and call a maintenance service (after first checking the battery in the counter) if it is noticed that the counter has not advanced during more than seven days of normal water use. If this happens, i may be a signal that the siphon has stopped dosing, or that the Siphon Sitter is not functioning. It will not however, signal that effluent has ceased to flow from the tanks. Flow will continue out into the absorption field, but without dosing. During a time that the siphon has stopped cyclir g, the bio- -chemical functioning of tank 2 will be adversely affected, thus putting a lower quality)I effluent into the soil in the absorption area. Lack of dosing action also will cause the effluent to be applied to a limited area of the field, as opposed to the normal even distribution. Normal siphon operation can be easily restored, per the manufacturer's recommendations, by a maintenance technician. Siphon failure is extremely rare. Additional maintenance and cleaning requirements, per article 9 of the County ISDS gulation, may be imposed by the Aspen/Pitkin Environmental Health Department. copies: Carol Craig, owner Joe Zamora, installer [O Sincerely, F. P. Fitzgerald Colorado Registered Professional Enginee #19656 edge of field 10 At from rood ROW sy of oa ay c�P P,F � q'a e to°G r/ inspection ports/vents distribution by manifold to each row, then with custom -perforated pipe, full length at the crown of row. Absorption field, infiltrators in 4 rows of 8. 5101 fto ileo t+i 5t manifold Crea ting m sP er ,Jtldwo too for 9ro under t�� Dro'n grOyel f ito eoyfigh✓ / 0 Notes: T Septic/ Disposal area is use -restricted. Contact this company or County Health prior to change of use, or OonsLrucLion activities of any kind. • Household plumbing fixtures should be inspected for leaks at least monthly. • Septic tank should be inspected yearly and pumped every 2 to 3 years, as needed. • Monitor Siphon operation with "Siphon Sitter' and service per Mfr. Specs. when needed. • Clean sip ion screen at annual tank inspectioO. • Replace carbon granules when odor is noticed from vent of tank #2. Ditch h�s not had water in the 11999 season. Before water is run again, to prevent raising groundwater too close to the /field, ditch must be lined or run in o culvert from a point 50 ff east of the field to o point 50 !ft west of the Yield (from "foil lines" going through ends of field) spring is conducted through -pipe where it crosses effluent line, to prevent \ it's culling into the \v' disturbed soil. I df1�e�+a� n9 P os g chamber with I Orenco 336 idosng siphon 1000 \ / compportart ment exlsti co c � \ concrete took cobra // � well � --- "tank 1" Carol Craig 2024 Woody Cr. Rd Woody Creek, Colo. Pitkin County 500 gallon concrete tank, S Ir. 50_!_C�� de -nitrification "Yank 2" On—Site Sewage Soil Absorption Sys Site Plan System Design: FPF, kS-Bt41LT Aug.3, 1999 Eagle E*e Engineering 10144 E. Jewell Av, '2 Denver, Colorado 80231 303-755-4374 AS -BUILT Auq 2{3, 7999 sewage flow from house Section Through Monk 1" DETAILS OF 1000 CAL TANA SCALE' 1/4 inch = 1 R flow from tank I PLC riser TOP NEW, TANK 2 access to tank 2. 6' diameter octivo/ed- \ �/ carbon biter lar odor GRADE control o/ tank venting. tins" fe :n riser, rather than above grade. to IITJ��SJI pimmmt / .irn g moisture withi(hee carbon granules. :n//vent distribution Tank 2, by okernalely draw:ng in fresh :n and re -tilling with septic tank effluent dribbled owr the rock, will develop colonies of microbes, %vino an the rock sw/aces, which wA/ remove /low r e agni/ie ant Parl%on o/ the n:bogm -dW-rh from wn the wafer by converting it to inert tank 1 almosphenc nitrogen gas. through EFFEU6Nf ER TEF tank bled to bottom o/ inlet / with 1 112 rock Jennifer Craig 2024 Woody Cr. Rd Woody Creek, Colo. Pitkin County Sectian Through -tank 2' 500 got concrete scats 114' - 1 It On -Site Sewiige Soil Absorption System Tank Details System Design: FPF, p.e. .dors to 06o grade, to tank 2 enco 4" Siotube Effluent Filter lour hall -inch holes in Pre µ•'p4 /ave/ and capped, distribute /low over sur/ace o/ grove/ 4' vent with metol screen to block access by rodents "dosing chamber" 30" ribbed PVC pump basin housing for siphon. vent mai wb. /eve/ = siphon "on' siphon sitter //oat switch dosing sphon thenco model JJ6 (screen not shown) 4' schd 40 !/ow out to en n/lold ,Eagle Eye Engineering 10144 E. Jewell Av, 112 Denver, Colorado 30231 303-755-4374 30% Absorption field sized as if configured in o bed Spacing between rows is only necessary because of stepping down grade. 12 row 4 3" distribution pipe 5/8' holes. is sleeved with one t1 e' 4" perforated �i ttw leochfield pipe s 0Yloct (see end view) position on \ distribution Poe from manifold 5/0C Kew. first iMitlmtor in row 3 inch pressure - distribution pipe with custom 5/8" holes on bottom 4 inch foctory- perforated leoch/ield pipe with holes at "4 & 6 o'clock" Carol Craig 2024 Woody Cr. Rd Woody Creek, Colo. Pitkin County double scale END VIEW of infiltrotor & pipes over row 2 rower ate g un;te long FMA 4 On—Site Sewage Soil Absorption SyS4 e Field Details System Design: FPF, p.e. row 1 1 1/2 inch nipple in vertical position controls dose split to each row CM2 \+� SIDE )�J VIEW wtrGYa 4" schd 40 °.c pow from Q sphon Cicnoge C y 3 0 O I" = 4 ft BUILT 2 999 Eagle Eye Engineering 10144 E. Jewell Av, 12 Denver, Colorado 80231 303-7554374 February 19, 2013 Michael Craig Michaelcraig266Ca)comcast.net Onsite Wastewater Treatment System (OWTS) Use Permit Inspection 2024 Woody Creek Road Pitkin County, Colorado Mr. Craig, As requested, CBO Inc. performed an Onsite Wastewater Treatment System (OWTS) Use Permit inspection on the system serving the cabin at 2024 Woody Creek Road. The inspections were conducted on February 12 and 19, 2013. The subject OWTS consists of a concrete 1000 -gallon two-compartment septic tank, a dosing chamber with siphon, and for rows of gravelless Infiltrator@ chambers in a trench configuration, with 8 chambers per trench for a total of 496 square feet of infiltrative area. A permit and as -built drawing were available from Pitkin County Environmental Health Department (Parcel ID # 2465-143-00-002). A 500 -gallon de -nitrification tank and vent was part of the proposed design; however, the as -built letter indicates it was not included in the final system installation. The 1000 -gallon appeared to be in good condition with both inlet and outlet tees present. There was an effluent filter on the outlet tee with a handle extension. This filter was cleaned at the time of the inspection. Levels of sludge and scum in the tank do not warrant pumping at this time. A dosing siphon is present. The siphon was tested and functioned properly. A float inside the dosing chamber communicates with a "siphon sitter" located inside the house. The battery inside the sitter was replaced and is working properly. Effluent is dosed to an absorption area, located about 150 -feet from the dosing siphon, to the south of Woody Creek Road. Observation ports were present and the absorption area showed no signs of saturation, and had no indication of failure. This evaluation is not a guarantee of future system performance. This inspection is good for one year. This report should be submitted to the Pitkin County Environmental Health Department. The following links are the required application and application checklist. Application: http://www. aspen P itkin.com/Portals/0/docs/county/Com%20Dev/E H N R/OWTS%20U se%20 Permit%20Application. pdf ty CBO Inc. 33 Four Wheel Drive Road Carbondale, CO 81623 cell) 970-309-5259 office) 970-704-0484 cbo2610@yahoo.com February 19, 2013 Michael Craig Michaelcraig266Ca)comcast.net Onsite Wastewater Treatment System (OWTS) Use Permit Inspection 2024 Woody Creek Road Pitkin County, Colorado Mr. Craig, As requested, CBO Inc. performed an Onsite Wastewater Treatment System (OWTS) Use Permit inspection on the system serving the cabin at 2024 Woody Creek Road. The inspections were conducted on February 12 and 19, 2013. The subject OWTS consists of a concrete 1000 -gallon two-compartment septic tank, a dosing chamber with siphon, and for rows of gravelless Infiltrator@ chambers in a trench configuration, with 8 chambers per trench for a total of 496 square feet of infiltrative area. A permit and as -built drawing were available from Pitkin County Environmental Health Department (Parcel ID # 2465-143-00-002). A 500 -gallon de -nitrification tank and vent was part of the proposed design; however, the as -built letter indicates it was not included in the final system installation. The 1000 -gallon appeared to be in good condition with both inlet and outlet tees present. There was an effluent filter on the outlet tee with a handle extension. This filter was cleaned at the time of the inspection. Levels of sludge and scum in the tank do not warrant pumping at this time. A dosing siphon is present. The siphon was tested and functioned properly. A float inside the dosing chamber communicates with a "siphon sitter" located inside the house. The battery inside the sitter was replaced and is working properly. Effluent is dosed to an absorption area, located about 150 -feet from the dosing siphon, to the south of Woody Creek Road. Observation ports were present and the absorption area showed no signs of saturation, and had no indication of failure. This evaluation is not a guarantee of future system performance. This inspection is good for one year. This report should be submitted to the Pitkin County Environmental Health Department. The following links are the required application and application checklist. Application: http://www. aspen P itkin.com/Portals/0/docs/county/Com%20Dev/E H N R/OWTS%20U se%20 Permit%20Application. pdf ty Application Checklist: hftp://www.aspenpitkin.com/Portals/0/docs/county/Com%20Dev/EH NR/OWTS%20Use%20 Perimt%20Appl icatio n %20Checkl ist. pdf Please call with questions. Sincerely, Carla Ostberg, MPH, REHS NAWT Certified Inspector Certification # ITC11042010 Exp. 2014 W 1� Tank located north of the cabin, west of the driveway Inlet tee Outlet tee with filter (metal handle) Effluent filter out of tank Dosing chamber with siphon — see float that communicates with "siphon sitter' Siphon Sitter" View of absorption area, looking west — observation ports present. AP