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Home My WebLink AboutPitkin.EH.273505100003 (2019)6/24/2019 Pitkin County Mail - Online Form Submittal: Property Sale/Remodel Use Permit Application https://mail.google.com/mail/u/0?ik=c2c72bb885&view=pt&search=all&permmsgid=msg-f%3A1636966436259983958&simpl=msg-f%3A16369664362…1/3 Bryan Daugherty <bryan.daugherty@pitkincounty.com> Online Form Submittal: Property Sale/Remodel Use Permit Application noreply@civicplus.com <noreply@civicplus.com>Fri, Jun 21, 2019 at 10:00 AM To: schuyler.clay@pitkincounty.com, ehapps@pitkincounty.com Property Sale/Remodel Use Permit Application Please Note: Each OWTS System must be submitted individually. If there are additional systems on the property, additional applications are required. Job Parcel ID 273505100003 Physical Address 2761 Owl Creek Road Residences 1 No. of Bedrooms 8 Square Footage of each Residence 7100 Purpose of Use Permit Remodel/Addition Lot M/B Block Field not completed. Filing Field not completed. Subdivision Field not completed. (Section Break) Primary Contact Information Primary Contact First Name Carla Primary Contact Last Name Ostberg Primary Contact Email Address carla.ostberg@gmail.com Primary Contact Address 33 Four Wheel Drive Road Primary Contact Phone Number 9703095259 Primary Contact City Carbondale Primary Contact State Colorado Primary Contact Zip 81623 6/24/2019 Pitkin County Mail - Online Form Submittal: Property Sale/Remodel Use Permit Application https://mail.google.com/mail/u/0?ik=c2c72bb885&view=pt&search=all&permmsgid=msg-f%3A1636966436259983958&simpl=msg-f%3A16369664362…2/3 (Section Break) Owner Information Primary Contact is Owner?No Owner First Name DAVIDSON KAREN W LIVING TRUST Owner Last Name Field not completed. Owner Email Address Field not completed. Owner Mailing Address 4475 LAHSER RD Owner City BLOOMFIELD HILLS Owner State MI Owner Zip 48304 Owner Phone Field not completed. Owner Fax Field not completed. Indicate Preferred Method of Payment Debit/Credit Card Payment Contact Email for Debit/Credit Payment carla.ostberg@gmail.com (Section Break) Licensed Inspector Information Primary Contact is Licensed Inspector? Yes (Section Break) Uploads Pitkin County Inspection Form 2761 Owl Creek Road Ranch House Original Portion OWTS Use Permit Inspection Form.pdf Site Plan 2761 Owl Creek Road OWTS Inspectino Packet - Ranch House - Original.pdf Floor Plans Stony Creek Floor Plans.pdf Additional Reports, etc.Field not completed. Comments or additional information: 2 systems serve house. This is the original portion of ranch house. 3 bedrooms in ranch house served by this system PLEASE READ BEFORE SELECTING SUBMIT: By selecting SUBMIT, I certify that I am the owner or representative with the legal authority to agree to the conditions of this permit, the above information is complete and accurate, and that I have provided complete and accurate information in all of the documents included in my application package. I acknowledge that this 6/24/2019 Pitkin County Mail - Online Form Submittal: Property Sale/Remodel Use Permit Application https://mail.google.com/mail/u/0?ik=c2c72bb885&view=pt&search=all&permmsgid=msg-f%3A1636966436259983958&simpl=msg-f%3A16369664362…3/3 department may revoke any permit I am issued if my application is found to contain any inaccurate, false, or misleading information. Building Permit Instructions If this application is part of a building permit application, please bring a copy of this application to your building Pre-Submittal meeting. To get a copy, either enter your email address to receive a copy of your application, or select "Submit and Print" below. Email not displaying correctly? View it in your browser. 6/24/2019 Pitkin County Mail - Online Form Submittal: Property Sale/Remodel Use Permit Application https://mail.google.com/mail/u/0?ik=c2c72bb885&view=pt&search=all&permmsgid=msg-f%3A1636966436259983958&simpl=msg-f%3A16369664362…1/3 Bryan Daugherty <bryan.daugherty@pitkincounty.com> Online Form Submittal: Property Sale/Remodel Use Permit Application noreply@civicplus.com <noreply@civicplus.com>Fri, Jun 21, 2019 at 10:00 AM To: schuyler.clay@pitkincounty.com, ehapps@pitkincounty.com Property Sale/Remodel Use Permit Application Please Note: Each OWTS System must be submitted individually. If there are additional systems on the property, additional applications are required. Job Parcel ID 273505100003 Physical Address 2761 Owl Creek Road Residences 1 No. of Bedrooms 8 Square Footage of each Residence 7100 Purpose of Use Permit Remodel/Addition Lot M/B Block Field not completed. Filing Field not completed. Subdivision Field not completed. (Section Break) Primary Contact Information Primary Contact First Name Carla Primary Contact Last Name Ostberg Primary Contact Email Address carla.ostberg@gmail.com Primary Contact Address 33 Four Wheel Drive Road Primary Contact Phone Number 9703095259 Primary Contact City Carbondale Primary Contact State Colorado Primary Contact Zip 81623 6/24/2019 Pitkin County Mail - Online Form Submittal: Property Sale/Remodel Use Permit Application https://mail.google.com/mail/u/0?ik=c2c72bb885&view=pt&search=all&permmsgid=msg-f%3A1636966436259983958&simpl=msg-f%3A16369664362…2/3 (Section Break) Owner Information Primary Contact is Owner?No Owner First Name DAVIDSON KAREN W LIVING TRUST Owner Last Name Field not completed. Owner Email Address Field not completed. Owner Mailing Address 4475 LAHSER RD Owner City BLOOMFIELD HILLS Owner State MI Owner Zip 48304 Owner Phone Field not completed. Owner Fax Field not completed. Indicate Preferred Method of Payment Debit/Credit Card Payment Contact Email for Debit/Credit Payment carla.ostberg@gmail.com (Section Break) Licensed Inspector Information Primary Contact is Licensed Inspector? Yes (Section Break) Uploads Pitkin County Inspection Form 2761 Owl Creek Road Ranch House Original Portion OWTS Use Permit Inspection Form.pdf Site Plan 2761 Owl Creek Road OWTS Inspectino Packet - Ranch House - Original.pdf Floor Plans Stony Creek Floor Plans.pdf Additional Reports, etc.Field not completed. Comments or additional information: 2 systems serve house. This is the original portion of ranch house. 3 bedrooms in ranch house served by this system PLEASE READ BEFORE SELECTING SUBMIT: By selecting SUBMIT, I certify that I am the owner or representative with the legal authority to agree to the conditions of this permit, the above information is complete and accurate, and that I have provided complete and accurate information in all of the documents included in my application package. I acknowledge that this 6/24/2019 Pitkin County Mail - Online Form Submittal: Property Sale/Remodel Use Permit Application https://mail.google.com/mail/u/0?ik=c2c72bb885&view=pt&search=all&permmsgid=msg-f%3A1636966436259983958&simpl=msg-f%3A16369664362…3/3 department may revoke any permit I am issued if my application is found to contain any inaccurate, false, or misleading information. Building Permit Instructions If this application is part of a building permit application, please bring a copy of this application to your building Pre-Submittal meeting. To get a copy, either enter your email address to receive a copy of your application, or select "Submit and Print" below. Email not displaying correctly? View it in your browser. Owner's Name: Address: Parcel Number: Inspection Date: Pitkin County Systems Inspector License Number: QUESTIONS FOR PROPERTY OWNER PRIOR TO INSPECTION: Is the home currently occupied?YES NO If NO, how long has the home been vacant? How many bedrooms are in the home? RECORDS: Were system records available from Pitkin County?YES NO If YES:Permit number: ___________ Date of Final Approval: _________ # of bedrooms permitted: ___________ Was an as-built drawing available?YES NO Is the as-built drawing accurate? YES NO If NO: SITE CONDITIONS: Proper grading, no evidence of erosion?PASS FAIL Improper vegetative cover?NO YES Evidence of compaction such as heavy machinery or livestock?NO YES Improper discharges such as straight pipes?PASS FAIL Evidence of high ground water?NO YES Snow cover present?NO YES Any question marked FAIL will require correction before an OWTS Use permit is issued. If secondary treatment is used, who is the maintenance provider? Complete a drawing of the system on last page of this form as accurately as possible. Email: Inspector's Name: Business Name: A copy of this inspection report will be remitted to Pitkin County Environmental Health Department by the Licensed Systems Inspector within 60 days of the inspection regardless of whether the system passes or fails. Onsite Wastewater Treatment Systems (OWTS) Use Permit Inspection Form Inspection form for continued use of an existing OWTS Website: Pitkin County Environmental Health Department 76 Service Center Rd, Aspen, CO 81611 Phone: 970-920-5070 Fax: 970-920-5374 Phone Number Page 1 TANK: Tank capacity gallons gallons gallons Tank material # of compartments Date of last pumping Lids/risers in good condition Risers to grade Riser height Riser condition/watertightness Inlet sanitary T/baffle Outlet sanitary T/baffle Effluent filter (if part of design) Condition of tank material Tank was pumped for inspection If YES, list the pumping company If NO, when was the last pumping Scum level (1st compartment)inches inches inches Sludge level (1st compartment)inches inches inches Scum level (2nd compartment)inches inches inches Sludge level (2nd compartment)inches inches inches Backflow (if pumped) Midtank baffle Watertightness PUMPS/DOSING SIPHONS: Is a pump or dosing siphon present?YES NO If YES, is the pump/dosing siphon functioning properly?PASS 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 SECONDARY TREATMENT: Is a secondary treatment unit present?YES NO UNKNOWN If YES, does the unit appear to be in good working condition?YES NO Does the owner have a current maintenance contract for the unit?YES NO UNKNOWN Maintenance Provider:_______________________________________Phone:________________________ ABSORBTION AREA: Effluent surfacing?PASS FAIL Evidence of past surfacing?NO YES Surface dampness?NO YES Excessive odors?NO YES Field location verified by observation ports or probing:Ports Probing Liquid in observation port?NO YES If YES, record depth:inches Distribution Box or ADV part of original design?YES NO UNKNOWN If YES, is it accessible from grade?YES NO Is it level and in good condition?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. Tank 1 Tank 2 Tank 3 Page 2 Any problems with the system that were not addressed in the inspection checklist? Please list any recommendations for the continued use of the system: Were any repairs done as a result of this inspection?NO YES If YES, please describe the repairs. Licensed Systems Inspector Signature: Additional Notes: To the best of my knowledge and training, the information collected in this inspection is accurate as of __________________, 20____. Clearly label any pictures and attach them to this form. Page 3 CBO Inc. 33 Four Wheel Drive Road Carbondale, CO 81623 cell) 970-309-5259 office) 970-704-0484 carla.ostberg@gmail.com June 13, 2019 Art Harju art@janckilaconstruction.com Onsite Wastewater Treatment System (OWTS) Use Permit Inspection 2761 Owl Creek Road (Ranch House – original construction) Pitkin County, Colorado Art, As requested, CBO Inc. performed an Onsite W astewater Treatment System (OWTS) Use Permit inspection at 2761 Owl Creek Road, Aspen, Colorado on August 22, 2018, March 6, 2019, and June 13, 2019. The legal description of the 8.0-acre property is M/B Snowmass Village (see enclosed Parcel Detail from the Pitkin County Assessor’s website). Files from Pitkin County Environmental Health Department for this property (Parcel ID #2735-051-00- 003) were large and somewhat difficult to decipher. The subject residence (Original Ranch House) appears to be served by two separate system. The system serving the original portion of the Ranch House may have been originally documented by Individual Sewage Disposal System (ISDS) Permit 91028 and then later replaced by a new system documented by ISDS Permit 96054. The original may have been replaced due to failure. The system was sized to accommodate 3 bedrooms in the Ranch House, 3 bedrooms in the Guest House, ½ bath in Large Barn, ¾ bath in Original Barn, and ¾ bath in Machine Shop. This permit appears to capture one additional bedroom in the Ranch House from the 1991 permit. ISDS Permit 96054 received final approval on January 28, 1997. The Ranch House is undergoing a remodel that will not entail additional of bedrooms. It should be noted that components such as tanks and/or sewer lines connected with the Guest House and Barns were not viewed in connection with this inspection. A 1000-gallon, two-compartment septic tank is located in the field to the southeast of the Ranch House. Both manhole lids were accessible from grade at the time of the inspection. This septic tank was holding liquid at normal levels at the time of the inspection. An additional 1250-gallon, concrete septic tank connected to a 1000-gallon, concrete septic tank with a pump in the second compartment are located to the east of the driveway. The pumping system was tested by lifting the float and operated normally. A high-water float and battery-operated alarm was installed by Valley Precast. They recommend the 9V battery be replaced annually. Effluent is pumped to a mounded sand filter. Inspection ports were present at the time of our inspection. We walked the STA and found no evidence of surface saturation or failure at the time of our inspection. This evaluation is not a guarantee of future system performance. This inspection is good for one year. Recommendations: • Replace alarm batteries annually. A completed OWTS Use Permit Application must be submitted to the Pitkin County Environmental Health Department. Applications must be submitted to Pitkin County Environmental Health Department electronically. The following is the link to the required OWTS Use Permit Application: https://pitkincounty.com/FormCenter/Environmental-Health-18/Property-SaleRemodel-Use-Permit-Applicat- 70 Within the application, you must attach the Inspection Form where “Pitkin County Inspection Form” is requested, the OWTS Inspection Packet where “Site Plan” is requested, and Floor Plans where “Floor Plans” are requested. Floor plans may be hand drawn and must represent number of bedrooms or potential bedrooms in the residence. All questions regarding permit submission can be directed to Pitkin County Environmental Health Department, 970-920-5070. Disclaimer: This inspection is intended only as an evaluation of the present condition of the OWTS based upon what was observed and the Licensed Inspector’s expertise in onsite wastewater technology. The Inspector has not been retained to warrant or guarantee the proper functioning of the system for any period of time in the future. Because of numerous factors which may affect the operation of an OWTS, as well as the inability of the Inspector to supervise or monitor the use or maintenance of this OWTS, this report shall not be construed as a warranty by the Inspector that the system will function properly for any particular prospective buyer, and the Inspector disclaims any warranty, either expressed or implied, arising from the inspection of the OWTS or this report. The evaluation does not ascertain the impact the system is having on groundwater. Please call with questions. Sincerely, Carla Ostberg, MPH, REHS NAWT Certified Inspector Certification # 11044ITC Exp. April 2020 View of upper septic tank serving Ranch House Inlet tee outlet tee Clean out Clean out Summer 2019 photos Photo inside 1st tank Photo inside pump chamber Pump chamber view of mounded STA Mounded STA View from STA looking toward tanks 2761 Ow l Creek Road Legend 200 ft N ➤➤ N x--=------- e-,-x=- serlrE---------------- ter--ArOr GENERAL NOTES 0 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PITKIN COUNTY I REGULATIONS OF INDIVIDUAL SEWAGE DISPOSAL SYSTEMS, EVEN THOUGH ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THE1 DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH SPECIFIC DETAILS AS ARE REFERRED TO IN THE ABOVE MENTIONED 1 + REGULATIONS. U 2. FLOW: 5 BEDROOMS X 2 PERSONS/BEDROOM X 130 GPD = 1300 GPD ADF. 1300 GPD AVERAGE DAILY FLOW X 1.75 = 2275 GPD DESIGN. FIELD SIZE PER PITKIN COUNTY REGULATIONS: MINIMUM GRAVEL BASE AREA = 2275/.95 = 2395 SQ. FT. MINIMUM SAND BASE AREA = 0/0.6 = 3792 SQ. FT. SEPTIC TANK: MINIMUM SIZE OF PRECAST CONCTETE SEPTIC TANK, ACCORDING TO PITKIN COUNTY REGULATIONS IS 2500 GAL. 1 \B. I °' SHOP I' I 1 3. SAND FILLLL SHALL MEET THE FOLLOWING CRITERIA: owe CREEK aoAo ° 1 2 MACHINEI ' i 100% SHALL PASS THE #4 SIEVE (6.4 MM). 10% SHALL PASS THE #400 SIEVE (0.6 MM) AND SHALL HAVE A 3 p UNIFORMITY COEFFICIENT LESS THAN 4 (D60/D10<4). ORIGINAL j doh CONCRETE SAND AND MASONRY SAND WILL BOTH GENERALLY MEET THESE C, C, E XISTING SERVICE LIN RANCH CRITERIA. HOUSE - 1 I 4. CLEANOUTS ARE REQUIRED AT ALL BENDS AND AT LEAST EVERY 100 I FRFEETALONGTHEHOUSESEWER. I / INSPECTIOiA W 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL COMPONENTS OF THIS SYSTEM PRIOR TO THE ABSORPTION AREA WATER TIGHT RIVER NATIONAL FORESTTOPREVENTINFILTRATION.WHITE 6. TOPSOIL COVER MAY BE VARIED (WITH 1 FOOT MINIMUM) TO ALLOWANLDSCAPING. EXISTING:' ' 125Q_GALLON 7. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS POINTS TO WITHIN ONE-HALF FOOT OF FINAL GRADE. SEPTIC. TANKi8. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG VICINITY MAP MAIN 1!/ 9. AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED. RESIDENCE - i t PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM MOUND SECTION 4 & 5, T. 10 S., R. 85 W., 6th P.M. TYo PVCO. ELDFILL 10. AREA USING DRAINAGE swALEs As NECEssARY.HIGHLAND PEAK QUADRANGLE PERCOLATION RATE OF 27 M.P.I. BASED ON TEST BY PITKIN COUNTY PERSONNEL WITH SCALE: 1"=2000' EXISTING 91028, AUGUST 8, 1991. SERVICE LIME PERMIT 11. THIS DRAWING DOES NOT CONSTITUTE AN ISDS PERMIT. PERMIT MUST BE I r' 1 1 OBTAINED FROM APPROPRIATE CITY OR COUNTY OFFICIALS. EXISTING 'SYSTEM Y - r -.> , , EDGE F SAND EDGE F PIPE SCBE ED ROCK 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. Q ,V EXISTING I I JAN 2 11997 1000 GALLON 13. PER COUNTY REQUIREMENTS, THE FOLLOWING STAGES OF CONSTRUCTION REQUIRE INSPECTION. THEY ARE: PREPARATION OF BASAL AREA, BED OF 1 1/2" SCREENED SEPTIC TANK PLACEMENT OF INTERMEDIATE FILL, PLACEMENT OF SAND FILL, PLACEMENT ROCK, 12" THICK _ j {qO 1 OF ROCK AND DISTRIBUTION PIPING, AND FINAL COVER AND GRADING. ENVIRONMENTAL HEALTHFILTERFABRIC TOPSOIL 82p \ \ , ix/ \ POND 1 2 I INSTALLED ASPEN PITKEN PROPOSED FINISH GRADE PROVIDE SWALE FOR 0 2p ix . •• \\ \ •.., INS ALLED ADDITIONAL I 1000 GALLON DRAINAGE AROUND BED SLOPE TO i x o DOSING TANK MOUND SYSTEM SPECIFICATIONS DRAIN125GALLON SEP C TANK F\ 1. THE MOUND SHALL BE PLACED PARALLEL TO THE CONTOURS. 12 MIN. 3 COVEREXISTINGSIPHON DOSING TANK 1 1 REMOVED 2. GRASS, SHRUBS AND TREES SHALL BE CUT CLOSE TO THE GROUND SURFACE AND p p p REMOVED FROM THE SITE. e? i 3. THE MOUND SITE SHALL BE TILLED TO A DEPTH OF 8 INCHES TO ROUGHEN THE 24" MIN 6" O \ Q o SURFACE AND INCORPORATE THE VEGETATION. THIS CAN BE DONE WITH A PLOW OR 1 z CHISEL TEETH MOUNTED ON A TOOL BAR ATTACHED TO THE BUCKET OF A BACKHOE.Z5 8 STANDARD BACKHOE BUCKET TEETH ARE NOT SATISFACTORY AND SHALL NOT BE m ' I USED.. 2? • I 4. A LAYER OF SAND SHOULD BE PLACED BEFORE IT RAINS ON THE TILLED AREA. DISTRIBUTION LATERAL (4 EA.TYP) 1 PLACEMENT OF THE SAND SHOULD BE SUCH AS NOT TO RUT OR COMPACT THE TILLED SAND FILL - SEE NOTES FOR''``' I AREA. ALL WORK. SHOULD BE PERFORMED FROM THE UPSLOPE SIDE SO AS NOT TO MINIMUM BASE AREA. COMPACT THE DOWNSLOPE AREA. MINIMIZE CUT- LEAVE AS MUCH EXISTING GROUND IN PLACE AS EXISTING GROUND LINE POSSIBLE. WELL GRADED PIT5. PLACE THE PROPER DEPTH OF SAND, THEN FORM THE SAND/GRAVEL INTERFACE AREA WITH THE AREA BOTTOM BEING LEVEL. PROTECT THIS INFILTRATIVE AREA FROM RUN MATERIAL MAY BE USED - RAIN BY PLACING THE AGGREGATE PRIOR TO RAIN. FOR FILL BELOW SAND IF NEEDED. 6. PLACE THE SCREENED ROCK (AGGREGATE) TO THE SPECIFIED DEPTH AND AREA. OR EY, i 7. PLACE THE PRESSURE DISTRIBUTION PIPE, CONNECT IT TO THE FORCE MAIN AND SECTION A-A COVER WITH AGGREGATE. 8. COVER THE AGGREGATE WITH A GEOTEXTILE FILTER FABRIC. I 9. PLACE A MINIMUM OF 12 INCHES OF SUITABLE SOIL COVER ON THE SIDES OF THE MOUND AND TO THE NECESSARY DEPTH FOR GRADING ON THE TOP OF THE MOUND. 10. FINAL GRADE THE MOUND AND SURROUNDING AREA WITH LIGHT WEIGHT EQUIPMENT SO SURFACE WATER MOVES AWAY FROM THE MOUND AND DOES NOT ACCUMULATE ON THE UPSLOPE SIDE OF THE MOUND. 1 I 11. SEED AND MULCH THE ENTIRE EXPOSED AREA TO AVOID EROSION. LANDSCAPE WITH SHRUBS AND PLANTS AS DESIRED. I1'/ GRAPHIC SCALE PROPERTY zo ao e° LARGE BARN/ \ BOUNDARY--\ I IN FEET) 1 DRILL 1/4"0 HOLES 4g" OpE SL i 1 Inch 40 ft. ON CENTER FOR ENTIRE LE OF AL 1-1/2" LENGTH L A PVC LATERAL Jl0.Yl-__--_-_ ---_-- 2A" 48 " CREEK ROAD q 4" X 4"- TREATED ELEC. JCT. BOXTREATED A8 SCOP POST 2" AIR VENT 2" PVC MANIFOLD '/ 6 PIPE (SOLID RISER(S) TO GROUND SURFACE HOLES ONSCOpFOFFCAULK/SEAL WELL 3" FEEDER UNE TO LATERALBOTTOM FIELD, SLOPED AT 1% REMOVABLE CAP INLET SHA PER FT. MIN. SHALL DRAIN BACK TO TANK AFTER NOTE: ALL PIPING MUST DRAIN BACK TO DOSING TANK moi9k ,5,fX7,2 EACH PUMP CYCLE. 4 - 1/2"0 HOLES z Sf ALARM" L3" QUICK DISCONNECT SOLID PVC FROM 4" 0 SOLID PIPE OR UNION DOSING TANK Q ON" AN PIPE LATERAL LAYOUT RECORD DRAWINGCROSSPLACEDONCOILANDTE VVY414111u . Iliprr/i/ 77!ip, DISTRIBUTION PIPE ADDITIONAL 10' OF FOR PUMP p> Q litao•ee S y 1/15/97 SOLID CAP FOR iv WEIGHT ERE FOR PRESSURE DOSING OF FIELD) pqL•• F'% SUPPORT ®BOTTOM o 4" 0 PERFORATED PIPE N.T.S. e••° F• OF TRENCH OR BED O e SUBMERSIBLE WASTEWATER PUMP 0." 100' 3 a m SET PUMP APPROX. 01,O 45.5'- 5.5' s8" OFF FLOOR t.5' 2" SOLID PVC 3.0' o 2" SOLID PVC ro G ••, 1D1ATE7 RECORDREVISIONDRAWING BYlo, a e• Fcf'• • h'.O. NOTES: 7rrrrIllull(61111, DAVIDSON RESIDENCE1. SWITCHES TO BE MERCURY FLOAT TYPE. 2. FLOAT SWITCH DIMENSIONS ARE BASED ON A COPELAND 1000 GAL. TANK. PITKIN COUNTY, COLORADO COMBINATION AIR VENT DOSNGNTANK r>zr 3. SHALL BE OF WATERTIGHT CONSTRUCTION. n zrn mr> INDMDUAL SEWAGE DISPOSAL SYSTEM N S P E C TI 0 N WELL DETAIL 4• ALARM SHALL BE BOTH AUDIBLE AND VISIBLE, LOCATED WITHIN o a Q ro >- fATHEHOUSEANDONACIRCUITSEPARATEFROMTHEPUMP. aa 5. PUMP SHALL BE CAPABLE OF AT LEAST 50 GPM ®'10 FT. OF HEAD. SII 2761 OWL CREEK ROADN.7.S. e.g. HYDROMATIC OSP33) ASPEN, COLORADOELEVATIONDIFFERENCEANDPIPELENGTHSSHALLBEFIELDMEASUREDBY CONTRACTOR AND REFERRED TO ENGINEER FOR VERIFICATION OF PUMP PARAMETERS.) FWH CAUMRY ENMEEF&44 SIC. , THIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED 6. DOSE VOLUME = 580 GAL. WHILE EMERGENCY STORAGE VOLUME = 500 CAL. 923 COOPM AVENUE TO BE RELIABLE, THE ENGINEER IS NOT RESPONSIBLE FOR ITS ACCURACY, DOSING TANK ARRANGEMENT C ENWOOD , CO $iBO1 DES. TPB CK. FILE N0. SHEET 1 NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE INCORPORATED INTO 3" SOLID PVC FROM _/ EDGE OF GRAVEL 1-1/2" PERFORATED PVC o 303) -8BEENDOSINGTANKDISTRIBUTIONTRLATERALM15A-DAV DR. DJW DATE 7/31/96 96004.15A OF 1hilSDOCUMENTASARESULT. N.T.S. BED 4 tSPEN/Pi T KiN ENVIRONMENTAL HEALTH DEPART— IT APPLICA-, y FOR INDIVIDUAL SEWAGE DISPOSAL tONTEM 130 S. Galena St., Aspen Colorado 81611 Phone 970-920-5070/Fax 970-920-5039 Permit# -L-to D Parcel Iq# < J''05/ -Qo LO -0 Permit For: New Installation ! ) Repair Remodel ( ) Emergency Use O Name of OWNER Owner's Mailing Address yG3 Phone: `A;4,,0 — 15x5 Primary Contact Person 06r ` t- AALk Contact Mailing Address t c, Business Phone : QCell Phone: Fax Copy of permit to be sent to: Owner ( ) Contact Person ( ) Both Street Address rx_ ' / ` ;" Legal Description: Lot _ Block Subdivision Size of lot: acres Type of proposed structure: Size of bldg. envelope: Total area/living space (sq. ft): i 1 Dolt s # of Bedrooms, offices and similar size rooms: Unit : offices and Water:( )Private well( )ring Stream ( ) Community/Public (Name of System) Is Proof of Adequate Water Attached (required) ? ( )Yes (11(I No 5['` er Oc T' fir Has this project been approved by Pitkin County ?K) Yes( ) No / Is a copy of the floor plan attached ( required ) ? ( ) Yes ( ) No _5e e or c..S T l ye i- e` Is a copy of the site plan attached (required) ?)kn Yes () No Application for an individual sewage disposal system is hereby submitted. The undersigned acknowledges that the above information is true and that false information will invalidate the application and any subsequent permit. Issuance of the permit does not imply the approval of any other permit required for construction pursuant to Pitkin County codes. No construction may be undertaken until all appr als and permits a been obtained. The owner assumes all respgfisibilities in case of failure or inadequacy of this system./ Vj% Signature of applicant ' ( 14 ate PERMiT FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PP - e Rate min per inch Profile Hole : Depth to bedrock/groundwater - feet Septic tank capac y: $ Ct p gallons Absorption area: sq. ft. P.e!t tcf7LtiK®.i V larz%.f l 1U C. c 3 An inspection is required prior to backfill of any component of the distribution system. Design by Engineer Required ?Yes( ) No All plans and specifications of the engineer must be followed. Any changes must be approved in writing and the engineer must c ify the final installation to the Environmental Health Department in writing. Permit approval by: Date. Plans and specificatiri ns of the proposed individuals a disposal system have been re ewed and are considered satisfactory. Permission is hereby granted to the owner or the agent to perform the work indicated in accordance with the Pitkin County ISDS Regulation in effect at the time of issue. This permit becomes invalid 6 months from the date that the permit was issued unless system construction has commenced or an extension has been approved in writing by the Department. Installer: _Ir "`"= As -Built drawings must be included with this permit before the final approval will be issued. 232 cD Receipt # Time Info Complete '?-:2--l- Site Plan Date received Permit issued Floor Plan Received by Insp Requested Well Permit or Date Info Complete Final Insp Completed Water System letter Final inspection Approval-i Date: i ' - y 7 APEHD 7/96 inreh.J r; y , I.-•%ft% r 4 832‐R‐13‐002 CBO Inc. 33 Four Wheel Drive Road Carbondale, CO 81623 cell) 970-309-5259 office) 970-704-0484 carla.ostberg@gmail.com June 20, 2019 Art Harju art@janckilaconstruction.com Onsite Wastewater Treatment System (OWTS) Use Permit Inspection 2761 Owl Creek Road (Ranch House – 1996 Remodel) Pitkin County, Colorado Art, As requested, CBO Inc. performed an Onsite W astewater Treatment System (OWTS) Use Permit inspection at 2761 Owl Creek Road, Aspen, Colorado on August 22, 2018, March 6, and June 13, 2019. The legal description of the 8.0-acre property is M/B Snowmass Village (see enclosed Parcel Detail from the Pitkin County Assessor’s website). Files from Pitkin County Environmental Health Department for this property (Parcel ID #2735-051-00- 003) were large and somewhat difficult to decipher. The subject residence (Original Ranch House) appears to be served by two separate systems. The system serving the original portion of the Ranch House may have been originally documented by Individual Sewage Disposal System (ISDS) Permit 91028 and then later replaced by a new system documented by ISDS Permit 96054. The original may have been replaced due to failure. The Ranch House was remodeled in 1996 and a separate system was constructed to accommodate the new portion of the residence. The system consists of three 1000- gallon septic tanks and a 110’ x 18’ mounded sand filter with a basal area of 140’ x 40’ with 2 to 4-feet of sand filter material. ISDS Permit 96030 documents this system. The system was sized to accommodate 4 bedrooms and received final approval on January 28, 1997. The Ranch House is undergoing a remodel that will not entail additional of bedrooms; however, there are CURRENTLY 5 bedrooms being served by the existing OWTS. Sizing of the existing OWTS is sufficient to accommodate 5 bedrooms, as illustrated in Table 1. TABLE 1 Existing OWTS Required Sizing Septic Tank Capacity 3000 gallons 1500-gallons + pump capacity Soil Treatment Area 18’x 110’ = 1980 SF 938 SF (using 0.8 gal/SF pressurized, mounded, sand filter) Three 1000-gallon septic tanks are located on the west (or north) side of the residence. Five feet of risers bring the septic tank lids to grade. The first tank has only access to the inlet side of the septic tank. The second septic tank has access to both inlet and outlet sides of the septic tank. The third tank has only access to the outlet side of the septic tank with the pumping system. The pump functioned normally when the float was lifted. There was no alarm on the system during our inspection. Valley Precast personnel installed an alarm system. The alarm is mounted on a post near the septic tanks. The alarm is battery powered and it’s recommended that the 9V battery be replaced annually. Inspection ports were present in the mound and were dry at the time of our inspections. We walked the mounded soil treatment area (STA) and found no evidence of surface saturation or failure at the time of our inspections. This evaluation is not a guarantee of future system performance. This inspection is good for one year. Recommendations: • Change alarm battery annually. A completed OWTS Use Permit Application must be submitted to the Pitkin County Environmental Health Department. Applications must be submitted to Pitkin County Environmental Health Department electronically. The following is the link to the required OWTS Use Permit Application: https://pitkincounty.com/FormCenter/Environmental-Health-18/Property-SaleRemodel-Use-Permit-Applicat- 70 Within the application, you must attach the Inspection Form where “Pitkin County Inspection Form” is requested, the OWTS Inspection Packet where “Site Plan” is requested, and Floor Plans where “Floor Plans” are requested. Floor plans may be hand drawn and must represent number of bedrooms or potential bedrooms in the residence. All questions regarding permit submission can be directed to Pitkin County Environmental Health Department, 970-920-5070. Disclaimer: This inspection is intended only as an evaluation of the present condition of the OWTS based upon what was observed and the Licensed Inspector’s expertise in onsite wastewater technology. The Inspector has not been retained to warrant or guarantee the proper functioning of the system for any period of time in the future. Because of numerous factors which may affect the operation of an OWTS, as well as the inability of the Inspector to supervise or monitor the use or maintenance of this OWTS, this report shall not be construed as a warranty by the Inspector that the system will function properly for any particular prospective buyer, and the Inspector disclaims any warranty, either expressed or implied, arising from the inspection of the OWTS or this report. The evaluation does not ascertain the impact the system is having on groundwater. Please call with questions. Sincerely, Carla Ostberg, MPH, REHS NAWT Certified Inspector Certification # 11044ITC Exp. April 2020 Summer 2018 photos View of septic tank lids on north side of house Looking into tanks Pumping system Mounded STA, inspection ports Mound slope view of mound Summer 2019 photos View of lids Alarm / brining splice box access to grade Views of mounded STA 2761 Ow l Creek Road Legend 200 ft N ➤➤ N x--=------- e-,-x=- serlrE---------------- ter--ArOr GENERAL NOTES 0 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PITKIN COUNTY I REGULATIONS OF INDIVIDUAL SEWAGE DISPOSAL SYSTEMS, EVEN THOUGH ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THE1 DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH SPECIFIC DETAILS AS ARE REFERRED TO IN THE ABOVE MENTIONED 1 + REGULATIONS. U 2. FLOW: 5 BEDROOMS X 2 PERSONS/BEDROOM X 130 GPD = 1300 GPD ADF. 1300 GPD AVERAGE DAILY FLOW X 1.75 = 2275 GPD DESIGN. FIELD SIZE PER PITKIN COUNTY REGULATIONS: MINIMUM GRAVEL BASE AREA = 2275/.95 = 2395 SQ. FT. MINIMUM SAND BASE AREA = 0/0.6 = 3792 SQ. FT. SEPTIC TANK: MINIMUM SIZE OF PRECAST CONCTETE SEPTIC TANK, ACCORDING TO PITKIN COUNTY REGULATIONS IS 2500 GAL. 1 \B. I °' SHOP I' I 1 3. SAND FILLLL SHALL MEET THE FOLLOWING CRITERIA: owe CREEK aoAo ° 1 2 MACHINEI ' i 100% SHALL PASS THE #4 SIEVE (6.4 MM). 10% SHALL PASS THE #400 SIEVE (0.6 MM) AND SHALL HAVE A 3 p UNIFORMITY COEFFICIENT LESS THAN 4 (D60/D10<4). ORIGINAL j doh CONCRETE SAND AND MASONRY SAND WILL BOTH GENERALLY MEET THESE C, C, E XISTING SERVICE LIN RANCH CRITERIA. HOUSE - 1 I 4. CLEANOUTS ARE REQUIRED AT ALL BENDS AND AT LEAST EVERY 100 I FRFEETALONGTHEHOUSESEWER. I / INSPECTIOiA W 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL COMPONENTS OF THIS SYSTEM PRIOR TO THE ABSORPTION AREA WATER TIGHT RIVER NATIONAL FORESTTOPREVENTINFILTRATION.WHITE 6. TOPSOIL COVER MAY BE VARIED (WITH 1 FOOT MINIMUM) TO ALLOWANLDSCAPING. EXISTING:' ' 125Q_GALLON 7. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS POINTS TO WITHIN ONE-HALF FOOT OF FINAL GRADE. SEPTIC. TANKi8. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG VICINITY MAP MAIN 1!/ 9. AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED. RESIDENCE - i t PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM MOUND SECTION 4 & 5, T. 10 S., R. 85 W., 6th P.M. TYo PVCO. ELDFILL 10. AREA USING DRAINAGE swALEs As NECEssARY.HIGHLAND PEAK QUADRANGLE PERCOLATION RATE OF 27 M.P.I. BASED ON TEST BY PITKIN COUNTY PERSONNEL WITH SCALE: 1"=2000' EXISTING 91028, AUGUST 8, 1991. SERVICE LIME PERMIT 11. THIS DRAWING DOES NOT CONSTITUTE AN ISDS PERMIT. PERMIT MUST BE I r' 1 1 OBTAINED FROM APPROPRIATE CITY OR COUNTY OFFICIALS. EXISTING 'SYSTEM Y - r -.> , , EDGE F SAND EDGE F PIPE SCBE ED ROCK 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. Q ,V EXISTING I I JAN 2 11997 1000 GALLON 13. PER COUNTY REQUIREMENTS, THE FOLLOWING STAGES OF CONSTRUCTION REQUIRE INSPECTION. THEY ARE: PREPARATION OF BASAL AREA, BED OF 1 1/2" SCREENED SEPTIC TANK PLACEMENT OF INTERMEDIATE FILL, PLACEMENT OF SAND FILL, PLACEMENT ROCK, 12" THICK _ j {qO 1 OF ROCK AND DISTRIBUTION PIPING, AND FINAL COVER AND GRADING. ENVIRONMENTAL HEALTHFILTERFABRIC TOPSOIL 82p \ \ , ix/ \ POND 1 2 I INSTALLED ASPEN PITKEN PROPOSED FINISH GRADE PROVIDE SWALE FOR 0 2p ix . •• \\ \ •.., INS ALLED ADDITIONAL I 1000 GALLON DRAINAGE AROUND BED SLOPE TO i x o DOSING TANK MOUND SYSTEM SPECIFICATIONS DRAIN125GALLON SEP C TANK F\ 1. THE MOUND SHALL BE PLACED PARALLEL TO THE CONTOURS. 12 MIN. 3 COVEREXISTINGSIPHON DOSING TANK 1 1 REMOVED 2. GRASS, SHRUBS AND TREES SHALL BE CUT CLOSE TO THE GROUND SURFACE AND p p p REMOVED FROM THE SITE. e? i 3. THE MOUND SITE SHALL BE TILLED TO A DEPTH OF 8 INCHES TO ROUGHEN THE 24" MIN 6" O \ Q o SURFACE AND INCORPORATE THE VEGETATION. THIS CAN BE DONE WITH A PLOW OR 1 z CHISEL TEETH MOUNTED ON A TOOL BAR ATTACHED TO THE BUCKET OF A BACKHOE.Z5 8 STANDARD BACKHOE BUCKET TEETH ARE NOT SATISFACTORY AND SHALL NOT BE m ' I USED.. 2? • I 4. A LAYER OF SAND SHOULD BE PLACED BEFORE IT RAINS ON THE TILLED AREA. DISTRIBUTION LATERAL (4 EA.TYP) 1 PLACEMENT OF THE SAND SHOULD BE SUCH AS NOT TO RUT OR COMPACT THE TILLED SAND FILL - SEE NOTES FOR''``' I AREA. ALL WORK. SHOULD BE PERFORMED FROM THE UPSLOPE SIDE SO AS NOT TO MINIMUM BASE AREA. COMPACT THE DOWNSLOPE AREA. MINIMIZE CUT- LEAVE AS MUCH EXISTING GROUND IN PLACE AS EXISTING GROUND LINE POSSIBLE. WELL GRADED PIT5. PLACE THE PROPER DEPTH OF SAND, THEN FORM THE SAND/GRAVEL INTERFACE AREA WITH THE AREA BOTTOM BEING LEVEL. PROTECT THIS INFILTRATIVE AREA FROM RUN MATERIAL MAY BE USED - RAIN BY PLACING THE AGGREGATE PRIOR TO RAIN. FOR FILL BELOW SAND IF NEEDED. 6. PLACE THE SCREENED ROCK (AGGREGATE) TO THE SPECIFIED DEPTH AND AREA. OR EY, i 7. PLACE THE PRESSURE DISTRIBUTION PIPE, CONNECT IT TO THE FORCE MAIN AND SECTION A-A COVER WITH AGGREGATE. 8. COVER THE AGGREGATE WITH A GEOTEXTILE FILTER FABRIC. I 9. PLACE A MINIMUM OF 12 INCHES OF SUITABLE SOIL COVER ON THE SIDES OF THE MOUND AND TO THE NECESSARY DEPTH FOR GRADING ON THE TOP OF THE MOUND. 10. FINAL GRADE THE MOUND AND SURROUNDING AREA WITH LIGHT WEIGHT EQUIPMENT SO SURFACE WATER MOVES AWAY FROM THE MOUND AND DOES NOT ACCUMULATE ON THE UPSLOPE SIDE OF THE MOUND. 1 I 11. SEED AND MULCH THE ENTIRE EXPOSED AREA TO AVOID EROSION. LANDSCAPE WITH SHRUBS AND PLANTS AS DESIRED. I1'/ GRAPHIC SCALE PROPERTY zo ao e° LARGE BARN/ \ BOUNDARY--\ I IN FEET) 1 DRILL 1/4"0 HOLES 4g" OpE SL i 1 Inch 40 ft. ON CENTER FOR ENTIRE LE OF AL 1-1/2" LENGTH L A PVC LATERAL Jl0.Yl-__--_-_ ---_-- 2A" 48 " CREEK ROAD q 4" X 4"- TREATED ELEC. JCT. BOXTREATED A8 SCOP POST 2" AIR VENT 2" PVC MANIFOLD '/ 6 PIPE (SOLID RISER(S) TO GROUND SURFACE HOLES ONSCOpFOFFCAULK/SEAL WELL 3" FEEDER UNE TO LATERALBOTTOM FIELD, SLOPED AT 1% REMOVABLE CAP INLET SHA PER FT. MIN. SHALL DRAIN BACK TO TANK AFTER NOTE: ALL PIPING MUST DRAIN BACK TO DOSING TANK moi9k ,5,fX7,2 EACH PUMP CYCLE. 4 - 1/2"0 HOLES z Sf ALARM" L3" QUICK DISCONNECT SOLID PVC FROM 4" 0 SOLID PIPE OR UNION DOSING TANK Q ON" AN PIPE LATERAL LAYOUT RECORD DRAWINGCROSSPLACEDONCOILANDTE VVY414111u . Iliprr/i/ 77!ip, DISTRIBUTION PIPE ADDITIONAL 10' OF FOR PUMP p> Q litao•ee S y 1/15/97 SOLID CAP FOR iv WEIGHT ERE FOR PRESSURE DOSING OF FIELD) pqL•• F'% SUPPORT ®BOTTOM o 4" 0 PERFORATED PIPE N.T.S. e••° F• OF TRENCH OR BED O e SUBMERSIBLE WASTEWATER PUMP 0." 100' 3 a m SET PUMP APPROX. 01,O 45.5'- 5.5' s8" OFF FLOOR t.5' 2" SOLID PVC 3.0' o 2" SOLID PVC ro G ••, 1D1ATE7 RECORDREVISIONDRAWING BYlo, a e• Fcf'• • h'.O. NOTES: 7rrrrIllull(61111, DAVIDSON RESIDENCE1. SWITCHES TO BE MERCURY FLOAT TYPE. 2. FLOAT SWITCH DIMENSIONS ARE BASED ON A COPELAND 1000 GAL. TANK. PITKIN COUNTY, COLORADO COMBINATION AIR VENT DOSNGNTANK r>zr 3. SHALL BE OF WATERTIGHT CONSTRUCTION. n zrn mr> INDMDUAL SEWAGE DISPOSAL SYSTEM N S P E C TI 0 N WELL DETAIL 4• ALARM SHALL BE BOTH AUDIBLE AND VISIBLE, LOCATED WITHIN o a Q ro >- fATHEHOUSEANDONACIRCUITSEPARATEFROMTHEPUMP. aa 5. PUMP SHALL BE CAPABLE OF AT LEAST 50 GPM ®'10 FT. OF HEAD. SII 2761 OWL CREEK ROADN.7.S. e.g. HYDROMATIC OSP33) ASPEN, COLORADOELEVATIONDIFFERENCEANDPIPELENGTHSSHALLBEFIELDMEASUREDBY CONTRACTOR AND REFERRED TO ENGINEER FOR VERIFICATION OF PUMP PARAMETERS.) FWH CAUMRY ENMEEF&44 SIC. , THIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED 6. DOSE VOLUME = 580 GAL. WHILE EMERGENCY STORAGE VOLUME = 500 CAL. 923 COOPM AVENUE TO BE RELIABLE, THE ENGINEER IS NOT RESPONSIBLE FOR ITS ACCURACY, DOSING TANK ARRANGEMENT C ENWOOD , CO $iBO1 DES. TPB CK. FILE N0. SHEET 1 NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE INCORPORATED INTO 3" SOLID PVC FROM _/ EDGE OF GRAVEL 1-1/2" PERFORATED PVC o 303) -8BEENDOSINGTANKDISTRIBUTIONTRLATERALM15A-DAV DR. DJW DATE 7/31/96 96004.15A OF 1hilSDOCUMENTASARESULT. N.T.S. BED i db ASPEN iKIN ENVIRONMENTAL HEALTH DEPAR'. NTAPPLICATIONFORINDIVIDUALSEWAGLDISPOSALSYSTEM130S. Galena St., Aspen Colorado 81611 Phone 970-920-5070/Fax 970-920-5039 Permit # p parcel ID # 3--vS-l- 6C) 03PermitFor: New Installation ( ) Repair ( ) Remodel fX Emergencv Use I t 4 Street Address _7 61 Legal Description: Lot — Jlock Size of Ict:,Subdivision acres Type of proposed structure: &,. w otal area/living space (sq. ft): Size of bldg. envelope: j # of Bedrooms, offices and similar size :rooms: Caretaker Unit ; )A tached Detached # of Bedrooms, offices and similar size rooms:— r111 Water:(private well( )Spring ( )Stream Community/Public (Name of System) Is Proof of Adequate Water Att.3ched ?(Yes F l 't ( ) No !. LIsHas this project been approved by Pitkin County ? (114YesI ( )No a copy of the floor plan attached (required) ? es ( ) No App'ication for an individual sewage disposal system is hereby submitted. The undersigned acknowledges that the above information is true and that false information willinvalidatetheapplication; and any subsequent permit. Issuance of the permit doe not im I thea N codes. No construction may be undertake nti all appro als and permits h een obtained. The owner ass es all responsibilities in case of failure or inadequacy of this s P Y approval of any other permit required for construction pursuant to Pitkin Countysystem. Signature of applicant YAG j'" Da et j F eoa_._ rtmentusebelow PERMIT FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM Design iteria,of system to be Installed An chan es must be submitted and approved in writing) Septic tank capacity: _ O gallons Absorption area: I sq. ft. 717( An inspection is required prior to backfill of any component of the distribution system. Design by Engineer Required? r Yes( ) NO All plans and specifications of the engineer must be followed. Any changes must be awritingandtheengineermustcrtifythefinalinstallationtotheE Permit approval by: Plans and specifications of the prhposed i the agent to perform the work indicated in that the permit was issued unless system Installer: As -Built Pd.: Ce / • e % g Receipt #: nvironmental Health Department in writing. pproved in A- i Date /o em h e been reviewed and are considered satisfactory. Peeti granted to the owner ormtyISRegulationineffectatthetimeofissue. This permit becomes invalid 6 months from the dateoranextensionhasbeenapprovedinwritingbytheDepartment. fovwill issued. f r 2'-va4 w Date:_ 2 ite requested: 1/ Received by: Information cormplee:—Z y i I 832‐R‐13‐002 23400 Two Rivers Road, Suite 41, Basalt CO 81621 [t] 970 927 6620 [f] 970 927 5366 michael fuller architects 23400 Two Rivers Road, Suite 41, Basalt CO 81621 [t] 970 927 6620 [f] 970 927 5366 michael fuller architects PC All designs, ideas, arrangements and plans indicated by these drawings and specifications are the property and copyright of the Architect and shall neither be used on any other work nor be used by any other person for any use whatsoever without written permission. Written dimensions shall take precedence over scaled dimensions and shall be verified at the job site. Any dimensional discrepancy shall be brought to the attention of the Architect prior to Commencement of the work. michael fuller architects 2761 OWL CREEK ROAD ASPEN, COLORADO EXISTING LOWER LEVEL PLAN A-0.1 STONY CREEK RANCH 4/11/19PLOT REF: PERMIT DOCUMENTS DATE REVISION 9/24/18 CONSTRUCTION DOCUMENTS1/25/19 SCALE: 1' = 1'-0"1EXISTING LOWER LEVEL PLAN 04/11/19 ASI 011 23400 Two Rivers Road, Suite 41, Basalt CO 81621 [t] 970 927 6620 [f] 970 927 5366 michael fuller architects PC All designs, ideas, arrangements and plans indicated by these drawings and specifications are the property and copyright of the Architect and shall neither be used on any other work nor be used by any other person for any use whatsoever without written permission. Written dimensions shall take precedence over scaled dimensions and shall be verified at the job site. Any dimensional discrepancy shall be brought to the attention of the Architect prior to Commencement of the work. michael fuller architects 2761 OWL CREEK ROAD ASPEN, COLORADO PROPOSED FLOOR PLAN A-1.1 STONY CREEK RANCH 9/6/18PLOT REF: CONSTRUCTION DOCUMENTS DATE REVISION 9/6/18 23400 Two Rivers Road, Suite 41, Basalt CO 81621 [t] 970 927 6620 [f] 970 927 5366 michael fuller architects PC All designs, ideas, arrangements and plans indicated by these drawings and specifications are the property and copyright of the Architect and shall neither be used on any other work nor be used by any other person for any use whatsoever without written permission. Written dimensions shall take precedence over scaled dimensions and shall be verified at the job site. Any dimensional discrepancy shall be brought to the attention of the Architect prior to Commencement of the work. michael fuller architects 2761 OWL CREEK ROAD ASPEN, COLORADO EXISTING LOWER LEVEL PLAN A-0.1 STONY CREEK RANCH 4/11/19PLOT REF: PERMIT DOCUMENTS DATE REVISION 9/24/18 CONSTRUCTION DOCUMENTS1/25/19 04/11/19 ASI 011