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Home My WebLink Aboutpitkin.eh.264528301005 (2008) (CDU)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. O M NSITE WASTEWATER TREAi%NT SYSTEM (OWTS) tx/ CONSTRUCTION PERMIT 0405 Castle Creek Road, Suite 10 Aspen, CO 81611 Phone: 970.920.5070 Fax: 970.920.5077 Permit #: 07065C Parcel ID #: 2465-283-01-005 Permit Issued: ®NEW ❑REPAIR ❑REMODEL/ADDITION ®TANK ONLY ❑FIELD ONLY ❑AMENDMENT ❑ Owner(s): Cornelius Dupre Property Address: Legal Description: Size of Lot: 35.1 4673 West Sopris Creek Road Lot 52, Sopris Mountain Ranch Size of Building: 12275 Acres Detached Accessory Unit: Sq. Ft. Size of Accessory Unit ®YES ONO 1C The system is designed for: 6 bedrooms in the main house + 2 bedrooms in the CDU Main Floor: Master, East Bedrooms 5&6 Upper Level: West Guest Bedroom 2, East Guest Bedroom 3, Bedroom 4 CDU: Bedrooms 1&2 CDU Sq. Ft. Designed By All Service Septic Project #: 1268 Dated. August 28, 2008 Phone #: 970-618-5033 Mailing Address: PO Box 2844, Glenwood Springs, CO 81602 Fax#: 303-216-2796 Email Address: TDetz1((Dcomcast.net Perc Rate: 36 mpi Profile Hole Depth: 8 ft Depth to Groundwater or Bedrock: >8 ft Minimum Tank Capacity: 3000 gallons Minimum Absorption Area: 2016 sq ft w/ 50% reduction vermlt i onamons: This OWTS Construction Permit is approved on the condition of compliance with the engineer design as submitted with the application and the specifications cited above. Changes must be approved by this Department and the engineer prior to construction. THIS SYSTEM WAS ALREADY INSTALLED PRIOR TO PERMITTING. This design calls for one 3000 gallon single compartment tank followed by one 1500 gallon two compartment tank with a biotube pump vault. Effluent will be pumped to a concrete distribution box. A flow regulator should be placed on the line going to the southernmost trench to receive only 50% flow. There will be 9 trenches installed. The first 2 will have 25 Quick 4 chambers, the next 6 will have 24 chambers, and the last will have 11 chambers for a total of 205 chambers. There must be at least 6 feet of undisturbed soil between each trench. This Permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an "as-buiit" letter to this Department within 30 days of the final inspection, unless a longer period of time has been agreed upon, in writing. This Department must also be called for the final inspection with a minimum of 48 hours notice. Minimum horizontal distances between components of the system and physical features shall conform to the requirements of the Pitkin County OWTS Regulation. This Permit is conditioned upon the property owner(s) providing for regular inspection, cleaning, and maintenance of the system by qualified personnel, in accordance with the manufacturers recommendations and the requirements of the Pitkin County OWrS Regulation. THIS PERMIT IS EXPRESSLY CONDITIONED UPON COMPLIANCE WITH ALL REQUIREMENTS OF THE PITKIN COUNTY OWTS REGULATION, INCLUDING BUT NOT LIMITED TO THOSE CONDITIONS SPECIFIED ABOVE. Plans and specifications for the proposed OWTS have been reviewed and are considered satisfactory. Permission is hereby given to the property owner(s) to perform the work indicated in accordance with the Pitkin County OWTS Regulation. This Permit will expire 1 year from the date of issuance unless construction on the system has Commenced. An "as -built" drawing must be submitted and approved by EH/NR before final approval of the system will be issued. Issued By: , - Date: to O Expires: I0 r/ Loo Installer: �CLC`�t FKV�� License#: L- E73 Reactivation odzed by: Final Approval Issued By: r -'i f i jj (v t i Date: � i / 1 (l a New Expiration Date: ❑ Fee D� �NSITE WASTEWATER TREAT�T SYSTEM (OWTS) Lr„�x CONSTRUCTION PERMIT PPLICATION 0405 Castle Creek Road, Suite 10 - Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5077 Parcel IDR (available from the Pitkin County Assessor's Office 2465 - 283 - 01 - 005 970-920-5160 or at www.oitkinassessor.ora): Newland Project Resources, Inc. Purpose of Permit: Q NEW ❑ REPAIR DUE TO FAILURE ❑ REMODEL/ADDITION ❑ TANK ONLY ❑ FIELD ONLY Cost of System Repair or Remodel Addition (approximate): Basalt, CO 81621 $20,000 Business Phone: Property Address: 927-4645 4673 West Sopris Creek Road, Basalt, Co 81621 Email Address: Lot: Block: Filing: Subdivision: 52 Sopris Mountain Ranch Building Permit a (if applicable): Property Owner(s)•: Email Address: Cornelius Dupre cornelius.dupre@dupre.com Owners Mailing Address: City, State, Zip: 314 N. Post Oak Lane Houston, Texas 77024 Number of Potential Bedrooms: Home Phone: Business Phone: 713 350-5200 w,,,o,., „,rv„„cuv,. nrua, w prvnew ror ure uwnar wumny eas appucaoon. Primary Contact Person/Applicant (if not owner): Company: Tom Newland Newland Project Resources, Inc. Contact/Applicant Mailing Address: City, State, Zip: PO Box 4815 Basalt, CO 81621 Cell Phone: Business Phone: 618-9922 927-4645 Fax Number: Email Address: 927-0196 tomn@sopris.net Building Permit a (if applicable): 0176.2006.PRBK Lot Size (in acres): 35.1 acres Sae of Building (square feet): Number of Potential Bedrooms: 12,275 8 - 6 bdrms in main house and 2 bdrms in CDU )etached Accessory Unit? BYES ONO Sae of Accessory Unit (square feet): 1,000 Dumber of Potential Bedrooms in or Fixture List for the Accessory Unit: 2 bedrooms Water Source: ❑� PRIVATE WELL ❑ SURFACE WATER ❑ SPRING ❑ COMMUNITY/PUBLIC WATER SYSTEM Name of Community/Public Water System (if applicable): Engineering Firm: Job Number: Phone Number: Fax Number. All Service Septic 618-5033 (303) 216-2796 Mailing Address: City, State, Zip: P.O. Box 2844 Glenwood Springs, CO 81602 'LEASE READ BEFORE SIGNING: ce” that the above Information is complete and accurate and that I have provided complete and accurate information In all of the documents icluded in my application package. I acknowledge that EHINR may revoke any permit I am Issued If my application is found to contain any laccurate, false, or misleading Information. I understand that no construction may be undertaken on an OWTS until an OWTS Construction Permit 3 issued. /\ a••=,,., c. uaa. I In C( /1�2 Applicant Signatu(A:= % Date : rV1 � t (�J [/ (� FReceived by EN/HR Staff r? � / r ^Fee 8 Receipt i,�a 12 Date: 10 1a fllL ♦ PO Box 2844 Glenwood Springs, CO 81602 SfflYICE' r Fax303-� �,% November 5`h 2008 - .na)uCC _,1114 241F5.2a'3. 01 . Cob Divide Creek Builders, Attn: Max Filiss 1531 County Road 342 Silt, CO 81652 Installation Observations for Dupre Residence Lot 52, Sopris Mountain Ranch, Permit #07065C 4673 West Sopris Creek Road Pitkin County, Colorado Max, Project No. 1268 RECEIVED NOV 13 2008 Environme-!'A Health & NTWu a, r", souim ALL SERVICE septic, LLC performed an installation observation on August 6'h 2008 and October 14`h 2008 for the subject property. The installation included a 3000 -gallon, single -compartment concrete septic tank, followed by a 1500 -gallon, two-compartment septic tank with the addition of a Biotube pump vault and nine total Infiltratofm chamber trenches. The first 2 trenches have 25 `Quick -4' chambers, the next 6 trenches have 24 `Quick -4' chambers, and the last trench has 11 `Quick -4' chambers, for a total of 205 chambers. Effluent is distributed with a concrete distribution box with a baffle. The box has been brought to grade with a PVC sprinkler box to provide access. A flow regulation device has been placed on the outlet of the last trench serving 1 I chambers to reduce flow to that trench by 50%. The pump and alarm were wired at the time of our final observation. The foreman of the project should ensure the pump is set on `Auto' prior to house occupancy. The OWS was installed according to specifications. This observation is not a guarantee of workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes are made to the OWS. The observation was based on information submitted and our site visit. If conditions are different from conditions described in this letter, ALL SERVICE septic, LLC should be notified. All additional OWS construction must be according to the county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. ALL SERVICE septi Timothy R. Petz 2 copies sent Copy sent to Pitkin County Health Dept. J �� _ , . .aZ"° u�.. � .-. �:. �, ,�- 4 �� ., y 1 '1 raR � :: .._ i_ -ti..' f ✓� 7':i °, OWTSIS—BUILT N 39'21.224 W 107'03.013 SCALE ACCESS BOX AND FLOW N 39' 21.225 L" = 40' _ REGULATION DEVICE NC W NORTH OUTLET TO LAST TRENCH. CONCRETE DISTRIBUTION BO / 1 WITH BAFFLE OBSERVATION N 39'21.221 _ W 107'03.002 N 39 21.217 W 10T 03.0) NINE GRAVELLESS CHAMBER / TRENCHES USING'QUICK4' CHAMBERS. TRENCHES MUST HAVE A TOTAL OF 205 2" TOTAL NUMBER OF OF CHAMBERS MBEBE RS = 205 PURECORE(Un) — TOTAL AREA =2024 SF / PUMP LINE / SEPTIC TANK FOLLOWED BY 1500 -GALLON, 14 TWO-COMPARTMENT CONCRETE SEPTIC TANK 1pBIOTUBE PUMP VAULT. FA 4673 WEST SOPRIS MT ROAD ALL SERVICE SEPTIC, LLC PRO. NO. 1 LOT 52, SOPRIS MOUNTAIN RANCH 970-618-5033 Pnng.,o081202 FIGURE 1 DUPRE RESIDENCE 11 L LIF PO Bos 2844 Glenwood SfflYICf, ' Ph970-618-50ngs, C081602 Ph 970-618-5033 Fax 303-216.2796 November 5h 2008 Divide Creek Builders, Attn: Max Filiss 1531 County Road 342 Silt, CO 81652 Installation 01=1Pations for Dupre Residence Lot 52, Sopris Mountain Ranch, Permit #07065C 4673 West Sopris Creek Road Pitkin County, Colorado Max, Project No. 1268 ALL SERVICE septic, LLC performed an installation observation on Asst 6snd I4`s 2008 for the subject property. The installation included a 3000 -gallon; single -compartment concrete septic tank, followed by a 1500 -gallon, two-compartment septic tank with the addition of a Burse pump vault and nine total ; Infiltratofm chamber trenches. The first 2 trenches have 25 'Quick -4' chambers, the next 6 trenches have 24 'Quick -4' chambers, and the last trench has 11 'Quick -4' chambers, for a total of 205 chambers. Effluent is distributed with a concrete+disUjbtltioa box with a baffq. The box has been brought to grade with a PVC sprinkler box. A flow regulation device has been placed on the outlet of the last trench serving 11 chambers to reduce flow to that trench by 50%. The pump and alarm were wired at the time of our final observation. The foreman of the project should ensure the pump is set on 'Auto' prior to house occupancy. The OWS was installed according to specifications. This observation is not a guarantee of workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes are made to the OWS. The observation was based on information submitted and our site visit. If conditions are different from conditions described in this letter, ALL SERVICE septic, LLC should be notified. All additional OWS construction must be according to the county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. ALL SERVICE septic, LLC Timothy R. Petz 2 copies sent Copy sent to Pitkin County Health Dept. Reviewed By: Richard H. Petz, P.E. =V, ' " (I m LgNm kv; I aWW 11 �. 'A L_ WAL W. N 39'21.221 W 107'03.002 NINE GRAVELLESS CHAMBER / TRENCHES USING'QUICK-4' CHAMBERS. TRENCHES MUST HAVE' A TOTAL OF 205 CHAMBER 7 TOTAL NUMBER OF CHAMBERS = 205 PURECORE(nn) — TOTAL AREA = 2024 SF� / PUMP LINE / 3000 -GALLON, SINGLE -COMPARTMENT CONCRETE s" P SEPTIC TANK FOLLOWED BY 1500 -GALLON, TWO-COMPARTMENT CONCRETE SEPTIC TANK W BIOTUSE PUMP VAULT. 373 WEST SOPRIS MT ROAD ALL SERVICE SEPTIC, LLC PRO. NO. 12 DT 52, SOPRIS MOUNTAIN RANCH 970-618-5033 Spdngs'CO81602 FIGURE 1 UPRE RESIDENCE I C OWTS AS -BUILT N 38'21225 ACCESS BOX AND FLOW + - - SCALE S = 40' NORTH REGULATIONDEVICEN OUTLET TO LAST TRENCH. CONCRETE DISTRIBUTION SO 1 WITH BAFFLE _ / (I m LgNm kv; I aWW 11 �. 'A L_ WAL W. N 39'21.221 W 107'03.002 NINE GRAVELLESS CHAMBER / TRENCHES USING'QUICK-4' CHAMBERS. TRENCHES MUST HAVE' A TOTAL OF 205 CHAMBER 7 TOTAL NUMBER OF CHAMBERS = 205 PURECORE(nn) — TOTAL AREA = 2024 SF� / PUMP LINE / 3000 -GALLON, SINGLE -COMPARTMENT CONCRETE s" P SEPTIC TANK FOLLOWED BY 1500 -GALLON, TWO-COMPARTMENT CONCRETE SEPTIC TANK W BIOTUSE PUMP VAULT. 373 WEST SOPRIS MT ROAD ALL SERVICE SEPTIC, LLC PRO. NO. 12 DT 52, SOPRIS MOUNTAIN RANCH 970-618-5033 Spdngs'CO81602 FIGURE 1 UPRE RESIDENCE I C 0 Pitkin County October 31, 2008 Craig Troyer Welch Excavating, Inc. PO Box 1005 Carbondale, CO 81623 Re: Dupre Residence 2673 West Sopris Creek Road Dear Mr. Troyer, 0 Environmental Health and Natural Resources You are currently a Licensed Systems Contractor under the Pitkin County Onsite Wastewater Treatment System (OWTS) Regulation'. That license requires you to ensure that: Construction, installation, alteration, repair, inspection, or cleaning of any OWTS shall be incompliance with [the] Regulation and with the conditions set forth in the permit. OWTS Regulation Sec. 6.28.150(C)(1)(a). On August 22, 2008, Nancy MacKenzie, the Environmental Health Specialist with this Department, conducted a final inspection of an OWTS installation for the Dupre residence at 2673 West Sopris Creek Road. The system installed was not in compliance with the design that was permitted by this Department (ISDS Permit 07065B issued on 6/16/07 for Project #1268, dated 8/8/07). Please be advised that your license may be revoked for failure to comply with the OWTS Regulation. Revocation of your license will preclude you from installing OWTSs in Pitkin County for at least one year. Thus, we hope that you take this matter very seriously and that your future OWTS installations conform to Pitkin County's regulations. If you have any questions about the requirements of your license, please let me know. Sincerely, Carla Ostberg, REHS Environmental Health Program Supervisor 970-920-5438 'Pitkin County Code Sec. 6.28, Onsite Wastewater Treatment Systems (http://www.asr)enpitkin.com/pdfs/depts/12/isds.pdf ). 0405 Castle Creek Road, Suite 10 Aspen, Colorado 81611 Phone: (970) 920-5070 Fax: (970) 920-5077 www.aspenpitkin.com/ehnr Carla Ostberg From: Carla Ostberg Sent: Monday, September 22, 2008 8:38 AM To: 'Tim Petz'; 'Tom Newland' Subject: RE: Dupre Tim and Tom, We'll have to treat this one like a new application — even though it is in. It seems like if it would have been done properly, we would have required a new application packet and reviewed it under the new regs. That means new fee . and everything on the checklist (although I'm sure we have many of the required items in our file already). I will review it and issue a new permit. I do realize the system has been installed, but it's the only way to get the paperwork straight. Let's proceed that way. If you have any questions, let me know. Thanks, Carla Ostberg, REHS Environmental Health Program Supervisor Pitkin County Environmental Health and Natural Resources 970-920-5438 From: Tim Petz [mailto:tpetzl@comcast.net] Sent: Friday, September 19, 2008 6:28 PM To: Carla Ostberg; Tom Newland Subject: RE: Dupre Let me know what you need. You should have a full set of plans to review based on new regs. tim Timothy R. Petz, P.G. Onsite Wastewater Systems 970-618-5033 Glenwood Springs 303-908-7823 Golden -------------- Original message - From: "Carla Ostberg" <Carla.Ostberg@co.Pitkin.co.us> Yikes! That's a bummer. The bigger bummer is that in order to retroactively permit it under the new regs, I need to jump through all the other hoops that go along with the new regs — not just the sizing criteria. What did Nancy tell you w/ respect to how this would all play out? I bet we have most everything — but I can't be sure until I run through everything. I'll let you know what we need in order to proceed... Carla Ostberg, REHS Environmental Health Program Supervisor Pitkin County Environmental Health and Natural Resources 970-920-5438 10 0 r From: Tim Petz [mailto:tpetzl@comcast.net] Sent: Wednesday, September 17, 2008 3:07 PM To: Tom Newland; Carla Ostberg Subject: RE: Dupre I Gday, I did two designs for the Dupre Res. The wrong one was put in. So ... Nancy and I crunched numbers and saw that they had done enough to comply, based on new regs. So I changed the design. The latest design has been installed (cause it was already in), and that is the one thats needs to be permitted. Upon new permitting, I will do the as -built letter. Hope this make sense. This was a wake-up call for Welch Ex, Tim Petz, Divide Creek Builders. The permit SHOULD always be onsite .... to double check. Tim Timothy R. Petz, P.G. Onsite Wastewater Systems 970-618-5033 Glenwood Springs 303-908-7823 Golden -------------- Original message -------------- From: "Tom Newland" <tomn@sopris.net> Carla and Tim: Attached are the two septic permits that were approved for the Dupre property. I don't know if this helps or not, but I thought I would forward them, to you. Tom From: Carla Ostberg[mailto:Carla.Ostberg@co.pitkin.co.us] Sent: Wednesday, September 17, 2008 1:18 PM To: tpetzl@comcast.net Cc: tomn@sopris.net Subject: Dupre Hi Tim, Sorry for all the questions, but these files just landed on my desk w/ no direction. I see that a new design was submitted (presumably based on our new regs) and I'm wondering (since there is no application) what was needed as far as the paperwork trail? Nancy's note indicate this 13 r system was installed, but the installer was using another plan?? I'm totally unclear on what I need to do to move forward with this. I know this is the 2"° one I'm asking about, and there may be more. Maybe we can get together on these when you are back (end of Sept). Thanks! Carla Ostberg, REHS Environmental Health Program Supervisor Pitkin County Environmental Health and Natural Resources 970-920-5438 1� � � r Carla Ostbera From: Carla Ostberg Sent: Wednesday, September 17, 2008 1:18 PM To: 'tpetzl @comcast.net' Cc: 'tomn@sopris.net' Subject: Dupre Hi Tim, Sorry for all the questions, but these files just landed on my desk w/ no direction. I see that a new design was submitted (presumably based on our new regs) and I'm wondering (since there is no application) what was needed as far as the paperwork trail? Nancy's note indicate this system was installed, but the installer was using another plan?? I'm totally unclear on what I need to do to move forward with this. I know this is the 2 n one I'm asking about, and there may be more. Maybe we can get together on these when you are back (end of Sept). Thanks! Carla Ostberg, REHS Environmental Health Program Supervisor Pitkin County Environmental Health and Natural Resources 970-920-5438 0 11 L j_ PO Boz 7844 11 Glenwood Springs, (081602 Ph SEBYIC 0033 Fax 303-216-2796 August 25", 2008 Divide Creek Builders Attn: Max 1531 County Road 342 Silt, Colorado 81652 0 RECEIVED SEP 0 3 2008 PITION COUNTY EWRONMENTAL HEALTH •8 NATURAL RESOURCES Project No. 1268 Subsurface Investigation and Revised Onsite Wastewater System Design, Dupre Residence Lot 52, Sopris Mountain Ranch 4239, 4673, 4675 West Sopris Creek Road Pitkin County, Colorado Max, ALL SERVICE septic, LLC performed a subsurface investigation and a revised onsite wastewater system (OWS) design for the subject residence. The property is located outside of Snowmass Colorado, in an area where OWS and wells are necessary. SITE CONDITIONS A 6 -bedroom single-family residence, and a 2 -bedroom caretaker unit having a total approximate area of 12,000 SF are proposed as indicated on the plans. The lot is presently vacant. The proposed drain field area slopes 10 to 15 percent to the south, and vegetation consists of a full cover of sagebrush and grasses. The property will be served by an onsite well located 212 feet from the proposed drain field. SUBSURFACE The subsurface was investigated by digging one profile pit and three percolation holes, as indicated. The materials encountered in the profile pit consisted of 6 -inches of a clayey root zone, underlain by very sandy clay to 3 feet, underlain by sandy clay to the maximum depth explored of 8 feet. Groundwater or bedrock was not encountered. Percolation rates ranged from 27 to 40 minutes per inch (MPI), with an average rate of 36 MPI. A 36 MPI rate will be used to design the OWS. DESIGN SPECIFICATIONS The OWS design is based on 8 -bedrooms and an average sewage load of 1600 GPD. The installation must include a 3000 -gallon, single -compartment, precast concrete septic tank, followed by a 1500- ) 1p • Subsurface InTestigation and Revised OWS Design Project No. 1268 8/25/08 Page 2 gallon, two-compartment concrete septic tank with a Biotube pump vault. Tank alternatives may be considered. Nine gravelless chamber trenches, using `Quick -4' Infiltratof"M chambers, must be installed as indicated. Trenches must have a total of 205 chambers, equaling 2024 square feet (SF) of infiltrative area. One trench may have 11 chambers, although a flow -regulating device must be placed in the distribution box to regulate effluent at 50% to that trench. A concrete distribution box, with access brought to grade must be installed. Construction must be according to the county ISDS regulations, the septic permit provided by Pitkin County Environmental Health Department, and this design. OPERATION INFORMATION AND MAINTENANCE The surface of the drain field should be seeded upon completion. Vegetation is an important factor in drain field performance. Erosion control should be practiced prior to and during re -vegetation. Geo - fabrics or plastics should not be used over the drain field. Livestock should not graze on the drain field. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWS. For Example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a drain field. The homeowner should pump the septic tank every two years and clean the effluent filter as needed. Garbage disposal use should be minimized, and non -biodegradable materials should not be placed into the OWS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWS. No hazardous wastes should be directed into the OWS. Mechanical room drains should not discharge into the OWS. The OWS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, air release valves and weep holes should be installed to allow pump lines to drain to minimize risk of freezing. Excavation equipment must not drive in excavation of drain field due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Precast concrete tanks and distribution boxes should be used, unless plastic or fiberglass is required. Access to all tank compartments and distribution devices is optimal. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC, and the county must view the OWS during construction. The OWS observation should be performed before backfill, after placement of chambers and distribution pipes. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. R • Subsurfacetestigation and Revised OWS Design Project No. 1268 8/25/08 Page 3 LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWS construction must be according to the county regulations. Requirements not specified in this report must follow county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Please call with questions. Sincerely, ALL SERVICE septic, LLC T:othyZel� 3 copies 16 PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Percolation Test and Soils Data Form - TABLE 1 - PROJECT 1268 PROFILE PIT Date of Test: 5-09-07 0 - 3' Clay, Very Sandy, Brown, Roots 3'- 8' Clay, Sandy, Stiff, Moist, Brown/Grey. Calcareous Veins No Groundwater or Bedrock was Encountered Hole Hole Interval Measurement at Measurement at Change (in.) Percolation Rate No. Depth (in.) (min.) Start of Interval End of Interval (min./in.) MPI (in.) (in.) 1 33 20 1.25 3.00 1.75 20 3.00 4.00 1.00 20 4.00 5.75 1.75 20 5.75 6.25 0.50 20 6.25 7.00 0.75 20 7.00 7.50 0.50 40 2 32 20 2.25 4.00 1.75 20 4.00 4.75 0.75 20 4.75 5.50 0.75 20 5.50 6.25 0.75 20 6.25 7.00 0.75 20 7.00 7.75 0.75 27 3 41 20 2.00 4.25 2.25 fill 20 1.00 2.25 1.25 20 2.25 3.00 0.75 20 3.00 3.50 0.50 20 3.50 4.00 0.50 20 4.00 4.50 0.50 40 AVERAGE = 36 MPI 0 0 ISDS DESIGN CALCULATIONS - for Pitkin Owner's Name Parcel ID # House Sim (sq. ft.) (75 gpd or 100 gpd) 100 Number of Bedrooms in Main House Number of Offices, Libraries, Studies, Similar -sized Rooms in Main House Number of Bedrooms in Detached Caretaker unit Number of Offices, Studies, Similar -sized Rooms in Caretaker Unit (If the caretaker unit is ATTACHED, heat as if part of main house.) Average Daily Waste Flow 1600 State Review Required? no Per: Rate � (1� Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.5 Q= 2400 Minimum tank capacity30110 gallons Absorption Area (=Q/5 X SART perc rate)(1.4 loading factor A = 4,032 sq. ft. of absorption area required Absorption Area (=Q/5 X SQRT pert rate) WITH SECONDARY TREATMENT (no loading factor) A= 2,880 sq. ft. of absorption area required Abs. Area w/ loading factor (B25) Trench Pipe and Gravel (a0%) 3629 Dosing (-20%) 3726 Chambers (-30x) 2822 Max Allowable (w%) z�n6 Secondary Treatment (-30%) 2R22 Abs Area w/ out loading factor (B28) 2e6 Trench Pipe and Gravel (a0%) 2592 Dosing (-20%) 2304 Chambers (30X) 2016 Max Allowable (-50%) 1440 212 SETBACK FROM WELL # of feet = 162 SETBACK FROM POND, STREAM OR RZRIGATION DITCH # of feet = 137 SETBACK FROM DRY GULCH # of feet = Bed Quick4 Trench Quick4 Bed nored. 4032 368 409 (-20%) 3726 327 327 (-10%) 3§9 786 368 (-30%) 2R22 � 2e6 Bed no red. 2880 263 292 (-20%) 2304 233 233 (-10%) 2592 2D4 263 (-30%) 7016 146 204 * 0 Nancy Mackenzie From: Tom Newland [tomn@sopris.net] Sent: Tuesday, August 07, 2007 3:00 PM To: Nancy Mackenzie Subject: RE: Dupre Nancy: I just got word back from the planning office that the addresses are as follows: 4239 W Sopris Creek Rd (Bam) 4673 W Sopris Creek Rd. (Main House) 4675 W Sopris Creek Rd (CDU) From: Nancy Mackenzie [mailto:nancym@co.pitkin.co.us] Sent: Tuesday, August 07, 2007 12:48 PM To: Tom Newland Subject: RE: Dupre Not necessarily! They get mail delivery out there, I wonder what the USPS goes by? From: Tom Newland [mailto:tomn@sopris.net] Sent: Monday, August 06, 2007 7:07 PM To: Nancy Mackenzie J) 8/7/2007 Page 1 of 2 NOTES: TRENCHES MUST BE ANGLED TO FIT TOPOGRAPHY AND TOAll A MINIMIZE REMOVAL OF EXISTING VEGETATION. INFILTRATOR(R) QUICK4(TM) CHAMBERS ARE CONSTRUCTED WITH A PIVOT POINTS FOR THIS PURPOSE. THE SLOPE AT THE PROPOSED DRAIN FIELD IS APPROXIMATELY 10-15% TO THE SOUTH. VEGETATION CONSISTS OF A FULL COVER OF NATIVE GRASSES AND SAGEBRUSH. SCALE 1" = 30' LIMITATIONS - THESE PLANS MUST BE USED IN CONJUNCTION WITH NORTH LETTER AND SOILS DATA FORM PROVIDED. THE DESIGN IS BASED UPON INFORMATION SUBMITTED. IF SOIL CONDITIONS ENCOUNTERED ARE DIFFERENT FROM CONDITIONS DESCRIBED IN REPORT, ALL SERVICE SEPTIC L.L.C. SHOULD BE NOTIFIED. ALL OWS CONSTRUCTION MUST BE ACCORDING TO COUNTY REGULATIONS. THE INSTALLER SHOULD HAVE DEMONSTRATED KNOWLEDGE OF THE REQUIREMENTS AND REGULATIONS OF THE COUNTY IN WHICH THEY ARE WORKING. THE COUNTY AND ALL SERVICE SEPTIC L.L.C.MUST VIEW INSTALLATION HL VARIES ALL SERVICE septic, LLC PO BOX 2844 Glenwood Springs, CO 81602 970.618.5033 V: 799 FF LE\ 788.0 COURT YARD T1 CONCRETE Fl EL O Co oo'—o" 1- rn: 2% TO / OAK EXIMATE XERXES 7785.5 THE LOCATION OF EXISTING AND PROPOSED IMPROVEMENTS SHOWN ARE NOT THE RESULT OF A PROPERTY SURVEY. THE LOCATIONS ARE APPROXIMATE. IT IS THE HOMEOWNERS DUTY TO ENSURE ALL CONSTRUCTION AND IMPROVEMENTS LOCATIONS ARE ACCURATE. ALL SETBACK DISTANCES SHOULD BE CONFIRMED PRIOR TO EXCAVATION. TANK ELE V E CONCRE E �pB 7785.5 7782.0 TOE ING, WALL HT. r 42397 4673, 4675 WEST SOPRIS MOUNTAIN LOT 52, SOPRIS MOUNTAIN RANCH DUPRE RESIDENCE D 416 PVC I•I 6 vV,S VS' '00 �10 PROVIDE ACCESS -AND PLACE' FLOW REGUALTOR AT 509/c ON 11 CHAMBER TRENCH -ONLY. CONCRETE DISTRIBUTION WITH BAFFLE 311 FEET SETBACK TO WELL / Effluent Pumping System -1500-Gal, 2 -Compartment Fiberglass or concrete riser Slope Grourd I Away from Riser Inlet Tee YLU�quidel v PVC Riser with Grommet(s)- (band to tank adapter with recommended adhesive) Fiberglass Gosketed Lid with Stainless Steel Bolts Conduit to f Control Panel Conduit Seal —Tank Adapter (cast or bolted)— Baffle Wall Port TANK SPECIFICATIONS CAPACITY REQUIRED AT RESIDENCE = q X 1.5 X (30 HOURS/24 HOURS) = 3000 GALLONS REQURIED TANKS = ONE 3000 -GALLON, SINGLE -COMPARTMENT PRECAST CONCRETE SEPTIC TANK FOLLOWED BY ONE 1500 -GALLON, TWO-COMPARTMENT / PRECAST CONCRETE SEPTIC TANK WITH A BIOUTBE PUMP VAULT IN THE SECOND COMPARTMENT, TYPICAL PLAN VIEW - N.T.S. CONCRETE DISTRIBUTION BOX WITH BAFFLE INLET 25 CHAMBERS PER TRENCH NINE GRAVELLESS CHAMBER TRENCHES USING 'QUICK -4' CHAMBERS. TRENCHES MUST HAV 25 CHAMBERS PER TRENCH A TOTAL OF 205 CHAMBERSS. TOTAL NUMBER OF CHAMBERS 05 TOTAL AREA � 2024 SIF / 24 CHAMBERS PER TRENCH TION oP-3 2" PUMP LINE TO RAIN-/ COMPLETELY AFTE&SACH " 3000 -GALLON, SINGLE -COMPARTMENT CONCRE SEPTIC TANK FOLLOWED BY 1500 -GALLON, — TWO-COMPARTMENT CONCRETE SEPTIC TANK BIOTUBE PUMP VAULT. LINES TO ADDITIONAL TRENCHES (THE 11 CHAMBER TRENCH MUST HAVE A FLOW REGULATING DEVICE AT THE DISTRIBUTION POINT) INFILTRATOR(R) QUICK4(TM) CUT SHEET 52"- 48" 1V734'1 - (EFFECTIVE 6.. .. ®.. .. OBSERVATION PIPES (TYP) INFILTRATOR 'QUICK -4' CHAMBERS (3'X 4') O QUICK -4 -- END �CAPS U L 100'/96' I e 1'4" 3' CROSS SECTION OF TYPICAL CHAMBER -TRENCHES 4" SDR 35 PVC OBSERVATIONNENT PIPE WITH CAP BACKFILL SLOPE FOR DRAINAGE ------- 3.0' MAX 6' MIN. 18" MIN INFILTRATOR(R) EXTENT OF QUICK4(TM) EXCAVATION CHAMBER, 3'X 4' SCARIFY SURFACE TRENCHES MUST BE LEVEL DESIGN 6-BEDRO❑M MAIN RESIDENCE WITH 2-BEDR❑OM CARETAKER UNIT TOTAL LOADING FOR 8 -BEDS, >6000SF = 1600 TOTAL LOADING = q = 1600 GALLONS PER DAY PERCOLATION RATE = 36 MINUTES PER INCH CALCULATED AREA = ((1.5 X q) X sgrt 36) / 5) X 1.4 = 4032 SF REDUCTION OF 50% = 2016 SF TRENCH SPECIFICATIONS WIDTH OF TRENCHES = 3 FEET = 1 CHAMBER LENGTH OF TRENCHES = 100/96/44 FEET = 2524/11 CHAMBERS TOTAL NUMBER OF CHAMBERS = 205 PROPOSED NEW INFILTRATIVE AREA = 2024 SF NINE TOTAL TRENCHES REVISED ONSITE WASTEWATER SYSTEM DESIGN SWEEP 12 WAY CLEANOUT DETAILS (N.T.S) TYPICAL SLIP-ON PVC CAP /FINISHED GRADE DO NOT GLUE P.V.C. SEWER LINE — 4 FEET MIN 4' SCHEDULE 40 EFFLUENT LINE — 4' SCHEDULE 40 OR 4' SDR 35 P.V.C, \ INSULATED COPPER TRACER \\ WIRE MAY BE INSTALLED TO LOCATE LINE IN Project No. 1268 8-25-08 I C.� 1 ct+ n 00 Orenco Systems Incorporated 814. AIRWAY AVENUE SUTHERUN, OREGON PVC Splice Box with Cord Grips 97479-9012 Discharge Assembly Flexible Hose TELEPHONE' (541) 459-4449 Effluent Discharge FACSIMILE: (541) 459-2884 Level Control Float Assembly Check Valve (optional) Vault Inlet Ports Orenco Effluent Pump Filter Cartridge Drain Port Biotube® Pump Vault TANK SPECIFICATIONS CAPACITY REQUIRED AT RESIDENCE = q X 1.5 X (30 HOURS/24 HOURS) = 3000 GALLONS REQURIED TANKS = ONE 3000 -GALLON, SINGLE -COMPARTMENT PRECAST CONCRETE SEPTIC TANK FOLLOWED BY ONE 1500 -GALLON, TWO-COMPARTMENT / PRECAST CONCRETE SEPTIC TANK WITH A BIOUTBE PUMP VAULT IN THE SECOND COMPARTMENT, TYPICAL PLAN VIEW - N.T.S. CONCRETE DISTRIBUTION BOX WITH BAFFLE INLET 25 CHAMBERS PER TRENCH NINE GRAVELLESS CHAMBER TRENCHES USING 'QUICK -4' CHAMBERS. TRENCHES MUST HAV 25 CHAMBERS PER TRENCH A TOTAL OF 205 CHAMBERSS. TOTAL NUMBER OF CHAMBERS 05 TOTAL AREA � 2024 SIF / 24 CHAMBERS PER TRENCH TION oP-3 2" PUMP LINE TO RAIN-/ COMPLETELY AFTE&SACH " 3000 -GALLON, SINGLE -COMPARTMENT CONCRE SEPTIC TANK FOLLOWED BY 1500 -GALLON, — TWO-COMPARTMENT CONCRETE SEPTIC TANK BIOTUBE PUMP VAULT. LINES TO ADDITIONAL TRENCHES (THE 11 CHAMBER TRENCH MUST HAVE A FLOW REGULATING DEVICE AT THE DISTRIBUTION POINT) INFILTRATOR(R) QUICK4(TM) CUT SHEET 52"- 48" 1V734'1 - (EFFECTIVE 6.. .. ®.. .. OBSERVATION PIPES (TYP) INFILTRATOR 'QUICK -4' CHAMBERS (3'X 4') O QUICK -4 -- END �CAPS U L 100'/96' I e 1'4" 3' CROSS SECTION OF TYPICAL CHAMBER -TRENCHES 4" SDR 35 PVC OBSERVATIONNENT PIPE WITH CAP BACKFILL SLOPE FOR DRAINAGE ------- 3.0' MAX 6' MIN. 18" MIN INFILTRATOR(R) EXTENT OF QUICK4(TM) EXCAVATION CHAMBER, 3'X 4' SCARIFY SURFACE TRENCHES MUST BE LEVEL DESIGN 6-BEDRO❑M MAIN RESIDENCE WITH 2-BEDR❑OM CARETAKER UNIT TOTAL LOADING FOR 8 -BEDS, >6000SF = 1600 TOTAL LOADING = q = 1600 GALLONS PER DAY PERCOLATION RATE = 36 MINUTES PER INCH CALCULATED AREA = ((1.5 X q) X sgrt 36) / 5) X 1.4 = 4032 SF REDUCTION OF 50% = 2016 SF TRENCH SPECIFICATIONS WIDTH OF TRENCHES = 3 FEET = 1 CHAMBER LENGTH OF TRENCHES = 100/96/44 FEET = 2524/11 CHAMBERS TOTAL NUMBER OF CHAMBERS = 205 PROPOSED NEW INFILTRATIVE AREA = 2024 SF NINE TOTAL TRENCHES REVISED ONSITE WASTEWATER SYSTEM DESIGN SWEEP 12 WAY CLEANOUT DETAILS (N.T.S) TYPICAL SLIP-ON PVC CAP /FINISHED GRADE DO NOT GLUE P.V.C. SEWER LINE — 4 FEET MIN 4' SCHEDULE 40 EFFLUENT LINE — 4' SCHEDULE 40 OR 4' SDR 35 P.V.C, \ INSULATED COPPER TRACER \\ WIRE MAY BE INSTALLED TO LOCATE LINE IN Project No. 1268 8-25-08 I C.� 1 ct+ n