The URL can be used to link to this page

Home My WebLink Aboutpitkin.eh.264511101001 (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. MEx/r"`ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) CONSTRUCTION PERMIT 76 Service Center Rd Aspen, CO 81611 Phone: 970.920.5070 Fax: 970.920.5374 Permit #: 0003.2013.pow2 Parcel ID #: 2645-111-01-001 Permit Issued: ❑NEW ❑REPAIR ❑REMODEL/ADDITION ❑TANK ONLY ❑FIELD ONLY ®AMENDMENT Owner(s): 1999 RS International Trust Property Address: 3500 Snowmass Creek Road Legal Description: Lot 1, Lind Koppel Size of Lot: 75 Size of Building: 6000+ Acres Detached Accessory Unit: []YES NNO Sq. Ft. Size of Accessory Unit: Sq. Ft. The system is designed for: 7 bedrooms; including 4 bedrooms, a bunk room, and additional 1 bedroom capacity for later expansion of the home. Designed By: All Service Project #: 1549 Dated: 07/22/2013 Phone #: 970-618-5033 Mailing Address: Po Box 2844, Glenwood Springs Fax #: 303-216-2796 Email Address: Toetzltaocomcast.net Perc Rate: _ 30 Profile Hole Depth: 7' Depth to Groundwater or Bedrock: 2 feet Minimum Tank Capacity: 2625 gallons Minimum Absorption Area: 1,840 sq ft w/ 20% reduction Term 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 is a permit amendment to permit 0018.2012.powt due to the discovery of groundwater 2' below grade. Permit 0018.2012.powt is void. This system is designed for 7 bedrooms and will consist of 1500 single compartment tank followed by a 2000 gallon 2 -compartment tank with a 1.5 FAST treatment system in the second chamber. The treated effluent will then flow to a 1000 gallon concrete pump vault. The soil treatment area shall be a 75X25 foot mounded bed. A minimum of 2 feet of native material and 6" of gravel will be used to build the mound. 1.5" distribution pipe in (5) 70 foot laterals with 1/8" holes every 4' will distribute the effluent to the soil treatment area. The piping shall then be covered with 2" of gravel and 1 -foot of cover with a final minimum slope of 3:1. This Permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an "as -built" 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 manufacturer's recommendations and the requirements of the Pitkin County OWTS Regulation. Issuance of this OWTS Construction Permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fail. 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 before final approval of the system will be issued. Issued By: Kurt H Dahl Date: 07/26/13 Expires: 07/26/14 1 OT 6 -4 - 0003. 2013.PUW2 0 0 M/NR REQUEST FOR AN AMENDMENT TO AN OWTS CONSTRUCTION PERMIT 76 Service Center Rd Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5374 This form should be used for requesting an amendment to an OWTS Construction Permit if there have been significant changes to an OWTS design that differ from what was approved as part of the OWTS Construction Permit. An hourly fee of $1621hour will be invoiced upon review of the new design and reissuonce of the amended permit. The system requirements must conform to the current OWTS Regulation, which can be found at Irrtp://www.aspeneitkin.coin/pdfs/dents/12/owtsreo.pdf. . Permit Number for Which Amendment is Requested: ^^ 1l� 20 lN2- Parcel ID# (available from the Pitkin County Assessor's Office t� 970-920-5160 or at www(r�.pitkinassessor.oret: aLtb ✓- i(I ��I V o Exanmleu####.###-##-### PropertyAddress: 3500 L7V\ka'J' C� cm1.( Qj Lot: Block Filing: Subdivision: Building Permit #: Primary Contact Person/A liant (if n t owner): Company: C Contact/Applicant Mailing Address: City, State, Zip: Cell Phone: !� C "I Business Phone: Fax Number. Email Address: a 111E -SE READ BEFORE SIGNING. I certify that the above Information Is complete and accurate. 1 acknowledge that EHlNR may revoke any permit I am Issued if my application Is found to contain any inaccurate, false, or misleading Information. 1 understand that no construction may be undertaken on the OWTS until the OWTS Construction Permit is amended or a new permit is Issued. Owner/Applicant Sign OFFICE USE ONLY: Recived by: _ Invoice #: Invoice amount: Date: Date received: Date -V 0 b Far Wheel Drive Rd ALL =ndale, CO 81623 910-309-5259 SERVICE `' '' " May 22, 2014 John Bauhan 300 Rio Grand Court Richmond, VA 23229 Installation Observations 3500 Snowmass Creek Road Pitkin County, Colorado OWTS Construction Permit Number 0003.2013.pow2 John, 41 Project No. 1549 ALL SERVICE septic, LLC observed the installation of the onsite wastewater treatment system (OWTS) on February 28, April 13, and August 1, 2013 and May 22, 2014 for the subject property. Hughes Excavation installed the system. Start up of the pump and MicroFAST® system was conducted by Valley Precast in May of 2013. Valley Precast personnel also performed a squirt test on the pressurized field at the time of pump start up. The installation included a 1500 -gallon, single -compartment concrete septic tank, followed by a 2000 -gallon treatment tank with a 1.5 MicroFAST® unit, followed by a 1000 -gallon, two- compartment tank with a Biotube® Pump Vault and duplexing pump system. The 1000 -gallon tank was anchored due to high ground water levels in the area of the tank installation. Effluent is pumped to a 75' x 25' pressurized mound system, for a total of 1875 square feet of infiltrative area. Groundwater was discovered at approximately 2 -feet below grade. The mound consists of 8 -inches of gravel with 1.5 -inch perforated pressure pipe, underlain by 2 -feet of native filter material. Proper cover over the mound system was established. The mound has greater than 3:1 slope. An annual service contract for the MicroFASTO is required per manufacturer specifications and Pitkin County OWTS Regulation. A copy of the executed service contract must be submitted to Pitkin County Environmental Health Department. This service contract is currently maintained by Valley Precast. The OWTS was generally 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 OWTS in the future. Any additional OWTS construction must be according to the county regulations. 0 0 LIMITS: 9 Observations are limited to components that are visible at the time of the inspection. The installer must have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. The quality of the installation is dependent of the expertise of the installer, soil type, and weather conditions. Please call with questions. Sincerely, ALL SERVICE septic, LLC 00A (A-oaf&kts Carla Ostberg, MPH, REHS Enclosed: Record Drawing dated May 22, 2104 Septic tank(s) installation Reviewed A Richard H Setting 1500 -gallon, single -compartment and 2000 -gallon with 1.5 MicroFASTO 0 0 MicroFAST® unit and blower /A 1000 -gallon pump tank 0 0 Mound Installation Final observation 1500 gallon tank and FAST tank 1000 -gallon pump tank (v Mound 1, 1 �r INTO 5. ..t•. __r. �,, ON, �'►MA lit Ire-... -�..: I• 4'o•O� � ��% .r COIII` N T ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) CONSTRUCTION PERMIT 76 Service Center Rd. Aspen, CO 81611 Phone: 970.920.5070 Fax: 970.920.5374 Permit #: 0003.2013.pow2 Parcel ID #: 2645-111-01-001 Permit Issued: ❑NEW ❑REPAIR ❑REMODEL/ADDITION ❑TANKONLY ❑FIELDONLY ®AMENDMENT Owner(s): 1999 RS International Trust Property Address: 3500 Snowmass Creek Road Legal Description: Lot 1, Lind Koppel Size of Lot: 75 Size of Building: 6000+ Acres Detached Accessory Unit: OYES ®NO Sq. Ft. Size of Accessory Unit: Sq. Ft. The system is designe` for: 7 bedrooms; including 4 bedrooms, a bunk to an a Itlonal 1 bedroom capacity for later expansion of the home.. Designed By: All Service Septic Project #: 1549 Dated: 07/22J2013 Phone #: 970-618-5033 Mailing Address: Po Box 2844, Glenwood Springs Fax #: 303-216-2796 Email Address: Toetzl C)a comcast.net Perc Rate: 30 Profile Hole Depth: 7' Depth to Groundwater or Bedrock: 2 feet Minimum Tank Capacity: 2625 gallons Minimum Absorption Area: 1,840 sq ft w/ 20% reduction Permit Conditions: 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 is a permit amendment to permit 0018.2012.powt due to the discovery of ground water 2' below grade. Permit 0018.2012.powt is void. This system is designed for 7 bedrooms and will consist of 1500 single compartment tank followed by a 2000 gallon 2 -compartment tank with a 1.5 FAST treatment system in the second chamber. The treated effluent will then flow to a 1000 gallon concrete pump vault. The soil treatment area shall be a 75X25 foot mounded bed. A minimum of 2 feet of native material and 6" of gravel will be used to build the mound. 1.5" distribution pipe in (5) 70 foot laterals with 1/8" holes every 4' will distribute the effluent to the soil treatment area. The piping shall then be covered with 2" of gravel and 1 -foot of cover with a final minimum slope of 3:1. This Peril must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an "as -built" 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 OWLS 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 manufacturer's recommendations and the requirements of the Pitkin County OWTS Regulation. Issuance of this OWTS Construction Permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fail. 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 before final approval of the system will be issued. Issued By: Kurt H Dahl Date: 07/26/13 Expires: 07/26/14 101 �0 `54� Ser \! I_2 Co,-� C- -5 ; `_l Buena Vista Cain Residence Pitkin County 162 Valley Precast Valley Precast Shield O Terrace MF 0.5 9.17.12 9-18.12 9.25.12 28005 County Road 317 300 Shield O Terrace Buena Vista Pitkin County 2.8.005 Cou* Road 3 a Vista 188 Valley Precast Valley Precast Lemos Residence MCFT 0.5 7.25.13 7.26.13 28005 County Road 317 Woods Road 196 ??? Buena Vista PO #71614 Chris Pruesch 970-379-3399 Hou land Ranch 6147 Braun Ct, Unk Aspen 160 Bulkley Drive (Marmon Creek) Aspen, CO 81611 Hou land Ranch RTFT .15 10.12.13 10.17.13 10.18.13 erik inst. 12 FAST 3.Os summer 2008? `_l FAST Serial # Desian Enaineer MCFT00060001002 ASS MCFT 00150006700 ASS I MCFT 00750032753 ass MCFT06250001010 ass Job has terminated HSFT 00300007705 KC En HSFT 00300007707 Ken Hamilton 7/3/2012 0 0 I I L '0 Box 2814 SEflYIf� Ph 970-618 W3033-Glenwood 216527 6�r081602 July 29, 2013 Pitkin County Health Department Attn.: Kurt Dahl 76 Service Center Road Aspen, CO 81611 Subject: 3500 Snowmass Creek Road Pitkin County, Colorado Project 1549 We have reviewed the soils report prepared by HP Geotech dated July 17's 2013, Project No 113- 064K. The soils are reported as a very silty sandy loam. This is indicative of a 30 MPI percolation rate. Ninety percent of the soil tested is granular material, which exhibits adequate percolation, and 10% of the soil tested was clay. The design loading for the subject property, of 30 MPI is acceptable. We understand a pressurized system with secondary treatment has been submitted, and we agree with the technology. Sizing based on 30 MPI with dosing and secondary treatment requires a minimum square footage of 1840 square feet. This requirement is consistent with the sizing criteria outlined in the design revisions dated July 22, 2013. Sincerely, Timothy Petz All Service Septic, LLC 011 Ir SfB lu 40 July 22, 2013 0 PO Box 2844 Glenwood Springs, CO 81602 Ph 970-6185033 Fax 303-216-2796 John Bauhan 300 Rio Grand Court Richmond, VA 23229 Onsite Wastewater Treatment System Design Revisions OWTS Permit 00 1 8.2012.powt Main Residence / Creekside 3500 Snowmass Creek Road Pitkin County, Colorado John, 0 Project No. 1549 ALL SERVICE septic, LLC was notified of high groundwater levels in the area of the field installation. A site visit was conducted on July 18, 2013 and groundwater was observed in a pit near the absorption area at approximately 2 -feet below grade. Groundwater will be estimated at 2 -feet for the purposes of this design. The OWTS design dated August 21, 2012 has already been installed. The design is based on 7 - bedrooms for the main residence with an average daily flow of 1400 GPD. The installation includes a 1500 -gallon, single -compartment tank followed by a 1.5 MicroFAST® system in a 2000 -gallon tank, followed by a 1000 -gallon, two-compartment concrete tank with a Biotube® pump vault in the second compartment. An the automatic distributing valve (ADV) was installed to distribute effluent to ten gravelless chamber trenches, each with ten `Quick 4' Infiltrator® chambers in each row. The previously installed tanks and secondary treatment system will remain; however, and the ADV and all Infiltratorg chambers will be removed. Trench voids must be filled with on-site soils and prepared for installation of the mound. CsJ►��.Y17ilky On-site soils were sampled for feasibility of use in the mound system. A gradation analysis and hydrometer analysis was run by HP Geotech and results are detailed in a report dated July 17, 2013, Job No 113 064K. The gradation performed by HP Geotech shows the soil consists of 6% gravel, 39% sand, 45% silt, and 10% clay. The sample tested has a USDA Soil Classification of loam. A long term acceptance rate (LTAR) of 0.90 gal/sq. ft will be used to design the mound. The basal area under the mound has a Q OWTS Design Revisions Project No. 1549 7.23.13 Page 2 perc rate of approximately 27 mpi, as described by previous soil investigation by ALL SERVICE septic, LLC dated November 4, 2008. DESIGN SPECIFICATIONS The mound system will be 75-feet by 25-feet and consist of a minimum of 2-feet of on-site material, 6-inches of gravel conforming to specifications detailed in Table 6.28-5 of Pitkin County Onsite Wastewater Treatment System Regulations, 1.5" distribution piping with a level manifold and 70- foot laterals with 5-feet of separation between the laterals. Distribution piping should be 2.5-feet from the edge of the mound. 1/8-inch holes should be placed every 4', facing down, in the distribution laterals with the last hole facing up. 2-inches of gravel must be placed over the distribution piping, covered by native soil for a minimum of ]-foot of cover over the distribution laterals. The mound must have a minimum of a 3:1 slope. The existing Orenco® PF3005 Duplex pumping system will pressurize the mound system. A squirt test should be conducted prior to covering the distribution piping. This design must be submitted to Pitkin County Environmental Health Department with an application for a Request for an Amendment to an OWTS Permit. (http://www.asoenyitkin.com/Portals/0/docs/county/Com%2ODevBHNR/Request%2Ofor%2Oamend ment.Rd Construction must be according to the Pitkin County Environmental Health Department OWTS regulations, the OWTS Construction 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. No heavy equipment, machinery, or materials should be placed on backfilled 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 OWTS. 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, or as needed gauged by accumulation of scum and sludge in the tank. The effluent filter should be cleaned as needed. Garbage disposal use should be minimized, and non-biodegradable materials should not be placed into the OWTS. Grease i3 0 0 OWTS Design Revisions Project No. 1549 7.23.13 Page 3 should not be placed in household drains. Loading from a water softener should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS. Mechanical room drains should not discharge into the OWS. The OWTS 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 OWTS during construction. The OWTS 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. 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 CA ( Det -&As Carla Ostberg, MPH, REHS 19 Reviewed By: Richard H. Petz, 1,.Vonocr � tea. ....lid r� ■IuT� �� '4f' .Hina' aw/ OiG '` i IIIA S r M NiNtlbFTee! � •• — �• ••• O ova-�n.mnos�aaw�m.+Omw.� met r__ O a 2W 4p.bp�, CWeroEo TOP View ur W.sr 00" Creekside Property . &-. GM W3.0 0 0 Pump Selection for a Pressurized System - Single Family Residence Project 1549 Creekside Parameters Discharge Assembly Sim 1.50 inches Transport Length 30 feet Transport Pipe Class 40 gpm Transport Line Sim 1.50 inches Distributing Value Modd None Transport Velocity Max Elevation Lift 12 feet Manifold Length 20 feet Manifold Pipe Class 40 Manifold Pipe Sim 1.50 inches Numberof Laterals per Cell 5 Lateral Length 70 feet Lateral Pipe Class 40 Lateral Pipe Sim 1.50 inches Onfice Sim 116 inches Orifice Spacing 4 feel Residual Head 4 feet Flow Meter None inches 'Add-on' Friction Losses 0 feet Calculations Minimum Flow Rale per Critics 0.39 gpm Numberof Orifices per Zone 90 feet Total Flow Rate per Zone 34.9 gpm Numberof Laterals per Zone 5 feet %Flow Differential lst/Last Oriftce 1.0 % Transport Velocity 5.5 fps Frictional Head Losses Loss through Discharge 3.7 feet Loss in Transport 2.1 feet Loss through Valle 0.0 feet Loss in Manifold 0.4 feet Loss in Laterals 0.1 feet Loss through Flowmeter 0.0 feet 'Add-on'Friction Losses 0.0 feet PIDe Volumes Vol of Transport Line 3.2 gals Vol of Manifold 2.1 gals Vol of Laterals per Zone 37.0 gals Total Volume 42.3 gals Minimum Pump Requirements Design Flow Rate 34.9 gpm Total Dynamic Head 22.2 feet Oara>rW✓ hssoaotl r4..r74. hLd HI "0 5 10 15 20 25 30 35 40 Net Discharge (gpm) PumpData PF3005 High Head Effluent Pump 30 GPM, 1/2HP 11 5123D 106011; 200J 3060Hz System Curve:— Pump Cum: Pump Optimal Range Operating PoinlO Design PointO GecPtech HEPWORTH-PAWLAK July 17, 2013 0 Hepworth-Pawlak Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 97U.945-7988 Fax: 970.945-8454 Email: hpgco@hpgcotech.com CBO Inc. Attn: Carla Ostberg 33 Four Wheel Drive Road Carbondale, Colorado 81623 carla.ostberp(a,gmai l.com Job No. 113 064K Subject: Laboratory Test Results, 3500 Snowmass Creek Road, Pitkin County, Colorado Dear Mrs. Ostberg: As requested, Hepworth-Pawlak Geotechnical, Inc. performed gradation and hydrometer analysis on a sample delivered to our laboratory by you. The services were performed in accordance with our agreement for professional engineering services to you, dated March 20,2013. Results of the gradation and hydrometer analysis performed on the sample are presented on Figure 1. The sample tested has an USDA Soil Texture Classification of loam. If you have any questions or need further assistance, please call our office. Sincerely, HEPWOR PAWLAK GEOTECHNICAL, INC. Louis E. Eller LEE/ksw attachment Figure 1 — USDA Soil Texture Gradation Test Results Parker 303-S41-7119 • Colorado Springs 719.633-5562 • Silverthorne 970.468.1989 0 0 EP PITKIN COUNTY COMMUNITY DEVELOPMENT February 18, 2009 Creekside at Old Snowmass LLC PO Box 5000 Snowmass Village, CO 81656 Re: Address Assignment for Parcel 2645-111-01-001 To Whom It May Concern: I have completed an address assignment for the above parcel. In accordance with our numbering system, the property was assigned as "3500 Snowmass Creek Rd" for the main house being built and "3502 Snowmass Creek Rd" for the CDU being built. This number assignment is based on the mileage given from the origin of the road to the access driveway of the property and its position between existing addresses. As part of the address assignment process, an e-mail was sent to various city and county public service and safety departments to establish these official addresses. If you have any further questions regarding this property address, please feel free to contact me. Sincerely, Debbie Weinant Pitkin County Community Development (970) 920-5525 C'HJN:R ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) CONSTRUCTION PERMIT 76 Service Center Rd- Aspen, CO • 81611 Phone: 970.920.5070 Fax: 970.920.5374 Permit #: 0018.2012.powt Parcel ID #: 2645-111-01-001 Permit Issued: ®NEW []REPAIR ❑REMODEL/ADDITION []TANK ONLY ❑FIELD ONLY []AMENDMENT Owner(s): 1999 RS International Trust Property Address: 3500 Snowmass Creek Road Legal Description: Lot 1, Lind Koppel Size of Lot: 75 Size of Building: 6000+ Acres Detached A5p6ssory Unit: ❑YE ONO Sq. Ft. Size of AcAssory Unit: Designed By: All Service Septic Phone #: 970-618-5033 Fax #: 303-216-2796 Perc Rate: 20 MPI Profile Hole Minimum Tank Capacity: 2625 gallons Sq. Ft. Project #: -1549 Dated: 8/21/12 IJng Address: Po Box 2844, Glenwood Springs Mail Address: _t Toetzl0-comcast.net to Groundwater or Bedrock: Greater than 7 ft 'Dtion Area: 939 so it w/ 50% reduction This OWTS Construction Permit is approved on the conditio m ce with the engineer design as submitted with the application and the specifications cited above. Changes must be approved by this Departme and the eng eer prior to construction. This system is designed for 7 bedrooms and I consist of 1isingle compartment tank followed by a 2000 gallon 2 compartment tank with a 1.5 FAST treatment stem in the snd chamber. This flows into a pump tank which will dose effluent to an ADV (automatic distributing valv which will diuted effluent to 5 zones. The ADV must be placed at a high point to allow drain back. Each zone will consi of 2 "quick avelless chamber trenches for a total of 10 trenches with 10 quick4 units, each separated by at least'6,feet o undisturbedl. Trenches can be a maximum of 3 feet deep. This Permit must be kept on-site during installation. The gineer musTdo a final inspection of the installation and submit an "as -built" letter to this Department within 30 days of the final inspection, unless alRnger 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 syst 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 r ar inspection, Leaning, and maintenance of the system by qualified personnel, in accordance with the manufacturer's recommendations and the requireme of the Pitkin County OWTS Regulation. Issuance of this OWTS Construction Permit does not constitute a guarantee, warranty, or representation by the De9arment that the system will operate properly or will not fail. THIS PERMIT IS EXPRESS CYL DI`�1 TIONED 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 before final approval of the system will be issued. Issued By: Bryan Daugherty, REHS Date: 10/12/12 Expires: 10/12/13 i 0 ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) FHZI CONSTRUCTION PERMIT APPLICATION 76 Service Center Rd - Aspen, CO - 81611 Phone. 970.920 5070 Fax. 970.920-5374 Parcel ID! (available from the Pitkin County Assessor's Office 970-9265160 or at www.pitkinassessor.org : Company: Bauhan Custom Builders, Inc. Purpose of Permit: PkEW ❑ REPAIR DUE TO FAILURE ❑ REMODEUADDMON ❑ TANK ONLY ❑ FIELD ONLY Cost of System Repair or Remodel/Addition (approximate): Business Phone: Proynoyd'" owmass Creek Road Email Address: 7bauhan@bauhancustombuilders.com Lot: 1 Block: Fling: Subdivision: Lind Koppel Building Permit a (ti applicable): Property Owner(a)•: 1999 RS International Trust Email Address: ryan@steelberg.com Owna Mail" g Address: 5� BTue Heron, Irvine, CA 92606 City. State, Zip: Home Phone: 949-242-7980 Business Phone: 'Contact information must be provdad for the owner signing this application. Primary Contact Per e orvApplicant (if not owner): John Baughan Company: Bauhan Custom Builders, Inc. Contact/rIccant Mating Address: 300 Grande Court, Richmond, VA 23229 City, State, Zip: Cell Phone: 970-274-0466 Business Phone: Fix Number: Email Address: 7bauhan@bauhancustombuilders.com Building Permit a (ti applicable): Lot Size (in acres): 75 Size of Building (square feet): 6706 Number of Potential Bedrooms: Detached Accessory Unit? LYES ❑NO Designed Size of Accessory Unit (square feet)): for a future 900sf dwelling Number o} PoenUal Blylmoms In or Fixture List for the Accessory L1nR: Water Source: [PRIVATE WH1 ❑ SURFACE WATER ❑ SPRING ❑ COMMUNITY/Pl1BLIC WATER SYSTEM Name of Community/Public Water System (k applicable): Engineering Firm: Job Number: All Service Septic 1549 PhonNumber. Fail Num !970-618-5033 303-216-2796 Mailing Address: City, State, rip: PO Box 2844, Glenwood Springs, CO 61602 PLEASE READ BEFORE SIGNING: I certify that the above Information is complete and accurate and that 1 have provided complete and accurate Information In of of the documents Included In my application package. I acknowledge that EWNR may revoke any permit 1 am Issued If my application Is found to contain any Inaccurate, false, or misleading Information. I understand that no construction may be undertaken on an OWTS until an OWTS Construction Permit Is Issued. YJ � fill y} PO Box 2844 033 �jnjljrjrjnnj�VV I(nI1�jrj Se l� Glenwood Springs, CO 81602 Ph RHE W303-216-2796 August 21, 2012 Project No. 1549 John Bauhan 300 Rio Grand Court Richmond, VA 23229 Subsurface Investigation and Onsite Wastewater Treatment System Design Main Residence 3500 Snowmass Creek Road Pitkin County, Colorado John, ALL SERVICE septic, LLC performed a subsurface investigation and an onsite wastewater treatment system (OWTS) design for the subject residence. The property is located outside of Snowmass, Colorado in an area where OTWS and wells are necessary. SITE CONDITIONS A 5 -bedroom single-family residence (one of the rooms is a bunkroom), having greater than 6000 SF of living area is proposed at the subject property. The design will be based on 7 -bedrooms for future build out consideration. The property is located along Snowmass Creek. The proposed drain Feld area is relatively flat, and vegetation consists of a moderate cover of grasses. Water is provided by a well, located 188+ feet from proposed absorption area. 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 1 -foot of a clayey root zone, underlain by sandy clay with scattered boulders to the maximum depth explored of 7 feet. Groundwater or bedrock was not encountered. Three percolation holes were dug, in the area of the proposed drain field, as indicated. Percolation rates ranged from 20 to 40 minutes per inch (MPI). A 20 MPI rate will be used to design the OWTS. DESIGN SPECIFICATIONS The OWTS design is based on 7 -bedrooms for the main residence with an average daily flow of 1400 GPD. The installation must include a 1500 -gallon, single -compartment tank followed by a 1.5 FAST system in a 2000 -gallon tank, followed by a 1000 -gallon, two-compartment concrete tank with a Biotube pump vault in the second compartment. Tank alternatives may be considered. Ten gravelless a �I 0 9 Subsurface Investigation and OWTS Design Project No. 1549 7.20.12 Page 2 chamber trenches, using `Quick4' InfiltratorTM chambers, must be installed, as indicated. Each trench must have 10 chambers each for a total of 100 chambers, equaling 987 SF of infiltrative area. An automatic distributing valve must be used to distribute effluent to the trenches. Construction must be according to the Pitkin County Environmental Health Department OWTS regulations, the OWTS Construction 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. No heavy equipment, machinery, or materials should he placed on backfilled 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 OWTS. 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, or as needed gauged by accumulation of scum and sludge in the tank. The effluent filter should he cleaned as needed. Garbage disposal use should be minimized, and non -biodegradable materials should not be placed into the OWTS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS. Mechanical room drains should not discharge into the OWS. The OWTS 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 OWTS during construction. The OWTS 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 • Subsurface Investigation and OWTS Design Project No. 1549 7.20.12 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 OgA (.&- o 1"&As Carla Ostberg, MPH, REHS Reviewed A Richard H 1 , / /�' / �/' Il lj\ r ��\��•�/. / Ll r� `) ;''171 P'3 P-2 i 1 _ % LOCATION OF PrRC HOLES j Paean Panang, I _ CI MageANbmud.,5 i {{ SITE PLAN AND LOCATION OF -- PERCOLATION HOLES----- EEKSIDEALL PROJECT N0. 1549 I OWMASS CREEK ROAD SERVICE SEPTIC, LLC SCALE -KIN COUNTY, COLORADO 97061&5033 FIGURE I NORTH PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Percolation Test and Soils Data Form - TABLE 1 - PROJECT 1549 PROFILE PIT Date of Test: 11/04/2008 (A Profile Pit must be excavated prior to submittal to County) Hole No. Hole Depth (in.) Interval (min.) Measurement at Start of Interval (in.) Measurement at End of Interval (in.) Change (in.) Percolation Rate (min./in.) MPI 1 26 20 11.50 13.00 1.50 20 13.00 14.00 1.00 20 14.00 14.75 0.75 20 14.75 15.50 0.75 20 15.50 16.00 0.50 20 16.00 16.50 0.50 40 2 20 20 9.75 11.25 1.75 20 11.25 12.50 1.25 20 12.50 13.50 1.00 20 13.50 14.75 1.25 20 14.75 15.75 1.00 20 20 15.75 17.00 1.25 3 28 20 14.25 16.00 1.75 20 16.00 17.50 1.50 20 17.50 19.00 1.50 20 19.00 20.00 1.00 20 20.00 21.25 1.25 20 21.25 22.25 1.00 20 AVG = 27 MPI 0 • OWTS DESIGN CALCULATIONS - for Pitkin Owner's Name Parcel ID # - House Size (sq. ft) (75 gpd or 100 gpd) 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, Sindlar-sized Rooms in Caretaker Unit (If the caretaker unit is ATTACHED, treat as if part of main house.) Average Daily Waste Flow 1400 State Review Required? no Perc Rate -(T) Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.5 Q= 2100 Minimum tank capacity 2625 gallons Absorption Area (=Q/5 X SQRT perc rate)(1A loading factor) A = 2,630 sq. ft. of absorption area required Absorption Area (=Q/5 X SQRT pert rate) WITH SECONDARY TREATMENT (no loading factor) A= 1,878 sq. ft. of absorption area required Abs. Area w/ loading factor (B25) Trench Bed Quick4 Trench Quick4 Bed Pipe and Gravel (-10%) 2367 no red. 2630 240 266 Dosing (-20%) 211004 (-20%) 2104 213 213 Chambers (-30%) 1841 (-10%) 2367 186 240 Max Allowable (-M%l 1315 (-30%) 1841 133 186 ft Abs Area w/ out loading factor (B28) Trench Bed Pipe and Gravel (-10%) 1690 no red. 1878 171 190 Dosing (-20%) 150 (-20%) 15M 152 152 Chambers ((-30 (-10%) 1690 133 171 Max Allowable (-30%) 1 1lop 133 188 SETBACK FROM WELL # of feet = 138 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 113 SETBACK FROM DRY GULCH # of feet = Q� m II ❑o @PROPOSED OWS V r.ua I I I I I w.m VAAE lflR]N V�VIEI��' I I I I \\ I I \ \ I I I I I I I I I I I I I I I I I I sor..�•ma i / I , 0 0 n»oiv wwlRo.wl.gl.s�iOaof miA.ws wmixalmwc.q.. ax3 MmOYn4Sw- W bx.✓m.ani resern. wcn. nexmaa•.sm•.ew.em. uwff.�n uw umaems.mmra xem..mh snv rnrorw,aEso-w wA� Septic Tank 1500 Gallon RProPak' Effluent Pumping System - 2nd Compadment Dravd .w n.n s 'I►l�i►1Llf�! �aY ��a �� a�✓Y�.�aYM GARAIHL— w.� Access Top View Section View 'Meats ASTM C-122] spec boludin C-t68a-06 br raslllem conrocbn 4000 psi I>QlM1ret� canpletccm*t • e •NN hlertW plpFp 0 15Mkm A%T wn Form No. OF CEOF•'STATEENGINEER GWS -25 COLORADO DIVISION OF WATER RESOURCES 918 Centennial Bids., 1313 Shea, SL. Denver, Colorado 90203 (303) 86635al LIC WELL PERMIT NUMBER 273716 _ -DIV.5 WD38 DES. BASIN MD Lac 1 Block' Filing: Subdhr. OND-KOPPEL APPLI ANT - APPROVED WELL LOCATION PITKIN COUNTY NE 1/4 SE 1/4 Section 2 SM COLES LLC Township g S Range 86 W Sixth P.M. C/O PATRICK MILLER & KROPF PC DISTANCES FROM SECTION LINES 730 E DUB AyT AVE SUITE 200 1540 Ft from South Section Line ASPEN, CO 81611- - 1065 Ft from East Section Line (970) 920.1028 UTM COORDINATES (Metem.Zone:13.NAD83 ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used In such a way as to cause no material injury to existing water rights. The issuance of this permit does not ensure that no injury will oxur to another vested water right or precude another owner of a vested water right from seeking relief In a cwt court action. 2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37-92-602(3)(b)(ID(A) as the only well on a trent of land of 38.81 acres described as that portion of the NE 1/4 of the SE 114, Sec. Z Twp. 8 South, Rng. 86 West, 6th P.M., Pitkin County, mom particularly described on the attached exhibit A- This well is known as SM Coles Well no. 2. 4) The use of ground water from this well is limited to fire protection, ordinary household purposes inside not more than three (3) single family dwellings,)he watering of poultry, domestic animals and livestock on a farm or ranch and the Initiation of not more than one (1) acre of home gardens and lawns. 5) The pumping rate of this well shall not exceed 15 GPM, 6) The return flow from the use of this well must be through an Individual waste water disposal system of the rwn-evaporative type where the water is returned to the same stream system in which the well is located. 7) This well shall be constructed not more than 200 feet from the location specified on this permit NOTE: Parcel Identification Number (PIN): 49-2645.111-01-001 NOTE Assessor. Tax Schedule Number. 11013132 (totaling 75.65 acres) ar/t3/oo7 DMW 33 (D�` -,t- l k rwlwj Form No. OFFICRF THE STATE ENGINEER o� GWS -25 COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg.. 1313 Sherman SI., Denver. C o 802(13 (303) B56 M81 � � • LIC WELL PERMIT NUMBER 273715 APPLICANT DIV.5 WD 38 DES. BASIN MD Lot: 1 Block: Filing: SubdN: UND-KOPPEL APPROVED WELL LOCATION PITKIN COUNT NE 1/4 NE 1l4 Section 11 SM COLES LLC Township 9 S Range S6 W SixthP.M. CIO PATRICK MILLER 8 KROPF PC DISTANCES FROM SECTION LINES 730 E DURANT AVE SUITE 200 170 Ft from North Section tine ASPEN, CO 81611- 240 FL from East Section Line (970) 920-1028 UTM COORDINATES (Meters_Zone:13.NAD83) ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDMONS OF APPROVAL 1) This well shall be used in such a way as to muse no material injury to exisfing water rights. The issuance of this permit does not ensure that no injury will occur to another vested water nght or preclude another owner of a vested water right from seeking relief in a civil mud action. 2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance hes been granted by the State Board of Examiners of Water Well Construction and Pump Installation / Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37-92E02(3)(b)QD(A) as the only wall on a tract of land of 36.35 acres described as that portion of the NE 114 of the NE 114, Sec. 11, Twp. 9 South, Rng. 96 WesL Bth P.M., Garfield County, mora particularly described on the attached exhibit A. This well is known as SM Coles well no. 1. 4) The use of ground water from this well is limited to fire protection, ordinary household purposes inside not more than three (3) single family dwellings, the watering of poultry, domestic animals and livestock on a farm or ranch and the irrigation of not more than one (1) acre of home gardens and,lawns. 5) The pumping rate of this well shall not exceed 15 GPM, 6) The return flow from the use of this well must be through an individual waste water disposal system of the non -evaporative type where the water is returned to the same stream system in which the well is located. 7) This well shall be constructed not more than 200 feet from the location specified on this permit NOTE Parcel Identification Number (PIN: 4&2645111-01-001 NOTE Assessor Tax Schedule Number. R013132 (totaling 75.65 acres) e t/ 3�Oo7 a77.1L9 3q Erryinaer 9CX ITE CIS — — Nx` F.15RE vow-nclrvRv�ore n c M � � iTKIN y COUNT Permit #: 09005 WASTEWATER TREAI1MENT SYSTEM (OWTS) CONSTRUCTION PERMIT 0405 Castle Creek Road, Suite 10 - Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5077 Parcel ID #: 2645-111-01-001 Permit issued: ®NEW ❑REPAIR ❑REMODEL/ADDITION ❑TANKONLY ❑FIELDONLY ❑AMENDMENT Owner(s): Creeksi Property Address: Legal Description: Size of Lot: 75.65 Lot 1, Lind -Koppel Subdivision Acres Size of Building: 10,312 Sq. Ft. Detached Accessory Unit: Size of Accessory Unit: The system is designed for: Main House: Guest Master Bedroom = 7 bedrooms. CI Designed By: All Service Septic Phone #: 970-618-5033 Fax #: 303-216-2796 ®YES ONO 933 Sq. Ft. ect #: 1549 Dated: February 3, 2009 Address: PO Box 2844, Glenwood Springs, CO 81602 Perc Rate: 27 MPI Profile Hole Depth: 7 ft Minimum Tank Capacity: 2906 TpetL1_@comcast net Depth to Groundwater or Bedrock: < 7 ft Im Absorption Area: 1691 sq ft w/ 50% reduction This OwrS Construction Permit is approved on the condition ofmpliance with the engineer design as submitted with the application and the specifications cited above. Changes must be approved by this Department and t & engineer prior to construction. �_� 7 This system design calls for one 200 compartment tank with a otube pui be served bya separate 000 gallon and be plumbed into tth secon eoff pumped to a flow spli r bass Fisrl gravelless chambers, I rib edseparated by at least 6 fee f un on/single compartment tank followed by one 1000 gallon two t in the second compartment to serve the main house. The ADU will rtment tank with a Biotube pump vault in the second compartment nen the 1000 gallon tank that serves the main house. Effluent will be uted to 4 sections of trenches. Each section will consist of 44 Quick 4 There will be a total of 176 Quick 4 chambers. Each trench must be I soil. Installation of this system should be kept shallow, and in no case should exceed 3 feet in depth. This Permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an "as -built' 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 manufacturer's recommendations and the requirements of the Pitkin County OWTS 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: r 8, � Date: 414 Expires: Installer: ,. Reactivation Authorized by: Final Approval Issued By. Date: I New Expiration Date: ❑ FmRii WNSITE WASTEWATER TREATROT SYSTEM (OWTS) FH/NR CONSTRUCTION PERMIPPLICATION 0405 Castle Creek Road, Suite 10 Aspen, CO 81611 Phone: 970.920.5070 Fax: 970.920.5077 Parcel ID# (available from the Pitkin County Assessor's Office 2645 - 111 - 01 - 001 970-920-5160 or at www.oitkinassessor.orol: Purpose of Permit: ❑v NEW ❑ REPAIR DUE TO FAILURE ❑ REMODEL/ADDITION ❑ TANK ONLY ❑ FIELD ONLY Cost of System Repair or Remodel/Addition (approximate): Property Address: 3815 Snowmass Creek Road, Snowmass, CO 81656 Lot: Block: Filing: Subdivision: 1 Lind -Koppel Subdivision Property Owner(s)': /Owner's Email Address: Creekside at Old Snowmass, LLC, c/o Garrett Reuss reuss@clre.com Mailing Address: City, State, Zip: PO Box 5000 Snowmass Village, CO 81615 Home Phone: Business Phone: t 800-898-4535 970-379-3458 'Contact information must be provided for the owner signing this application Building Permit # (if applicable): Lot Size (in acres): 75.65 acres Size of Building (square feet): Numberof Po tial Bedrooms: 10,312 sq. ft. letached Accessory Unit? �'ES NO Size of Accessory Unit (square feet): 933 sq. ft. lumber of Potential Bedrooms In or Fixture List for the Accessory Unit: -4 Vater Source: 0 PRIVATE WELL ❑ SURFACE WATER ❑ SPRING ❑ COMMUNITY/PUBLIC WATER SYSTEM lame of Community/Public Water System (if applicable): ngineering Firm: Job Number: Phone Number: Fax Number: \II Service Septic (970) 618-5033 (303) 216-2796 tailing Address: City, State, Zip: 1.0. Box 2844 Glenwood Springs, CO 81602 LEASE READ BEFORE SIGNING: certify that the above Information is complete and accurate and that 1 have provided complete and accurate Information in all of the documents rcluded In my application package. I acknowledge that EH/NR may revoke any permit I am Issued if my application is found to contain any iaccurate, false, or misleading Information. I understand that no construction may be undertaken on an OWTS until an OWTS Construction Permit r issued. Z./1. z `\2 Received by EN/HR Staff: Fee 8 Receipt*: Date: 3&' � r$ic?z,3 i51R 0 Carla Ostberg From: Garrett Reuss [greuss@clre.com] Sent: Monday, March 16, 2009 12:22 PM To: Tim Petz Cc: ghorn@rof.net, Carla Ostberg, Doug Leibinger vt. Subject: RE: Septic System for Creekside ,\QV) Q �o{`S, 3 t\D Hi Tim, Thanks for the email. Now that the property has sold, please direct any inquires to Doug Leibinger. Doug is the new owner's real estate broker. Doug can be reached at 970-379-9045. The new owner is Ryan Steelberg. Best regards, Garrett Reuss Chaffin Light Real Estate a Snowmass Real Estate Company PO Box 5000 50 Snowmass Village Mall Snowmass Village, CO 81615 800-898-4535(office) 970-379-3458 (cellular) 970-923-2550 (fax) greuss(a)clre.com 01 From: Tim Petz [mailto:tpetzl@comcast.net] Sent: Monday, March 16, 2009 11:21 AM To: Garrett Reuss Cc: ghornCarof.net; Carla Ostberg Subject: Septic System for Creekside Garrett, Glenn, and Carla Carla Ostberg (Pitkin County Health Department) needs to visit our site to confirm the septic design prepared by our firm. She would like to visit the site tomorrow. Just making sure that was OK. Carla and I spoke this morning and I said I would prepare an email and attach appropriate parties. Also, Carla and I were looking for some water line information from the well to the proposed structures, whom could I contact to review this? Thanks tim All Service septic, LLC PO Box 2844, Glenwood Springs, CO 81602 970-618-5033 L Carla Ostberg Ll From: Carla Ostberg Sent: Tuesday, March 17, 2009 2:33 PM To: 'dleibinger@clre.com' Cc: 'Tim Petz' Subject: Creekside at Old Snowmass LLC, 3815 Snowmass Creek Road Attachments: 20090317142135661.pdf Hi Doug, I know things are still getting sorted out with this property, but I am also sending the signed permit to Tim Petz. We will both have this on record for future reference, so don't feel like you have to keep this in your back pocket. I looked in the Assessor's files and the new owner is not listed there as of today. I did a site visit today and wanted to get this permit issued so we can sign off on the building permit when they are ready to go. As a side note, this address did not make much sense to me, given other addresses nearby and the side of the road the property is located on. I have emailed Community Development to let them know. If you have any questions, feel free to call, but the permit will be on file and ready to go when the new owner is ready to either put in the system or pull a building permit. Thanks, Carla Ostberg, MPH, REHS Environmental Health Program Supervisor Pitkin County Environmental Health and Natural Resources 970-920-5438 -----Original Message ----- From: carlab [mailto:carlab@co.pitkin.co.us] Sent: Tuesday, March 17, 2009 12:22 PM To: Carla Ostberg Subject: This E-mail was sent from "RNPE2ADCB" (Aficio MP 5000). Scan Date: 03.17.2009 14:21:35 (-0400) 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, treat as if part of main house.) Average Daily Waste Flow 15M State Review Required? no Pew Rate � M Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.5 Q= 7325 Minimum tank capacity 2906 gallons Absorption Area (-Q/5 X SQRT perc rate)(1.4 loading factor) " A = 3,383 sq. ft. of absorption area required Absorption Area (=Q/5 X SQRT perc rate) WITH SECONDARY TREATMENT (no loading factor) A= 2,416 sq. ft. of absorption area required Abs. Area w/ loading factor (625) Trench Bed Quick4 Trench Quick4 Bed Pipe and Gravel (-10%) 3044 3383 308 343 Dosing (-20%) 2706 (-2(1^,) noe 274 279 Chambers (-30%( 2368 (-t0%( ,tea 240 308 Max Allowable(� 1697 (-3U"^) 2368 171 240 Secondary Treatment Abs Area w/ out loading factor (B28) Trench Bed Pipe and Gravel (-10%) 2175 d. 2416 220 245 Dosing (-20%) 1933 (-20%)913 1% 1% Chambers (-30%) 1691 (-ul%) L 171 220 Max Allowable (-50%) 120a 00.) 1691 122 171 206 SETBACK FROM WELL # of feet = 156 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet — 131 SETBACK FROM DRY GULCH # of feet = qa F , February 3. 2009 0 . PO Box 2844 Glenwood Springs, CO 81602 Ph 970-618-5033 Fax 303.216-2796 Garrett Reuss Chaffin Light Real Estate PO Box 5000 Snowmass Village, CO 81615 Subsurface Investigation and Onsite Wastewater Treatment System Design #-Bedroom Main Residence and 1 Bedroom ADU9 3318 Snowmass Creek Road Pitkin County, Colorado Garrett, Project No. 1549 ALL SERVICE septic, LLC performed a subsurface investigation and an onsite wastewater treatment system (OWTS) design for the subject residence. The property is located outside of Snowmass Colorado, in an area where OTWS and wells are necessary. SITE CONDITIONS A "gym single-family residence, having greater than 6000 SFIof living area, and ® 46MOVe proposed at the subject property. The ADU will have approximately 1000 square feet (S The property is located along Snowmass Creek. The proposed drain field area is relatively flat, and vegetation consists of a moderate cover of grasses. Water is provided by a well, located 188+ feet from proposed drain field. SUBSURFACE /� o The subsurface was investigated by digging one profile pit and three percolation holes, as indicated. The / Y materials encountered in the profile pit consisted of**bot of a clayey root zone, underlain by sandy clay" with scattered boulders to the maximum depth explored of 7 feet. Grouqdigpter or bedrock was note incountered. P3ree percolation holes were dug, in the area of the proposed drain field, as indicated. Percolation rates ranged from 20 to 40 minutes per inch (MPI). A 27 MPI rate will be used to design the OWTS. DESIGN SPECIFICATIONS The OWTS design is based on 7 -bedrooms for the main residence and 1 bedroom for the ADU and an average sewage load of 1550 GPD. The installation must include a 2000 -gallon, single - compartment, precast concrete septic tank, to be followed by a 1000 -gallon, two-compartment LB Subsurface Investigation and OWTS Design Project No. 1549 2/3/09 Page 2 concrete tank with a Biotube pump vault in the second compartment for the main residence, and a 1000 -gallon, two-compartment concrete septic tank with a Biotube pump vault in the second compartment for the ADU. Tank alternatives may be considered. Sixteen gravelless chamber Vpnches, using `Quick -4' Infiltratofiv chambers, must be installed as indicated. Each trench must have 11 chambers each for a total of 176 chambers, equaling 1738 SF of infiltrative area. A flow splitter basin and serial distribution must be used to distribute effluent. Construction must be according to the Pitkin County Environmental Health and Natural Resources Department OWTS regulations, the OWTS Construction Permit provided by Pitkin County Environmental Health and Natural Resources 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. No heavy equipment, machinery, or materials should be placed on backfilled 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 OWTS. 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 OWTS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS. Mechanical room drains should not discharge into the OWS. The OWTS 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 OWTS during construction. The OWTS 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. LIMITS: SubsRaace Investigation and OWTS Design Project No. 1549 2/3/09 Page 3 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 SER septic, LLC Timothy. . Petz 3 copies yu 0 PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Percolation Test and Soils Data Form - TABLE 1 - PROJECT 1549 PROFILE PIT Date of Test 11/04/2008 0 - 1.5' Root Zone, Sandy Clay, Brown/Blk 1.5 = -Sand, Clayey, Med. Dense, Moist, Dark Brown Sparse Scattered Boulders up to 2 feet diameter No Ground water or Bedrock Encountered - PVC installed Hole No. Hole Depth (in.) Interval (min.) Measurement at Start of Interval (in.) Measurement at End of Interval in.) Change (in.) Percolation Rate (min./in.) MPI 1 26 20 11.50 13.00 1.50 20 13.00 14.00 1.00 20 14.00 14.75 0.75 20 14.75 15.50 0.75 20 15.50 16.00 0.50 20 16.00 16.50 0.50 40 2 20 20 9.75 11.25 1.75 20 11.25 12.50 1.25 20 12.50 13.50 1.00 20 13.50 14.75 1.25 20 14.75 15.75 1.00 20 20 15.75 17.00 1.25 3 28 20 14.25 16.00 1.75 20 16.00 17.50 1.50 20 17.50 19.00 1.50 20 19.00 20.00 1.00 20 20.00 21.25 1.25 20 21.25 22.25 1.00 20 "G -X37 MP11 W el l tp9 Form"No. OFFICE OF THE TATE ENGINEER GWS -25 COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman Sl., Denver, Colorado 80203 (303) 866-3581 APPLICANT LIC WELL PERMIT NUMBER ..373716 _ DIV.5 WD 38 D BASIN MD Lot: 1 Block: Filing: Subdiv: LIND-KOPPEL SM COLES LLC C/O PATRICK, MILLER & KROPF PC 730 E DURANT AVE SUITE 200 ASPEN, CO 81611- (970) 920-1028 APPROVED WELL LOCATION PITKIN COUNTY NE 1/4 NE 1/4 Section 11 Township 9 S Range 86 W Sixth P.M. DISTANCES FROM SECTION LINES 170 Ft. from North Section Line 240 Ft. from East Section Line UTM COORDINATES (Meters,Zone:13,NAD83) 'tKMII I U GUNS I KUG I A WILL""'J. ""'"""y ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not ensure that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37-92-602(3)(b)(II)(A) as the only well on a tract of land of 36.35 acres described as that portion of the NE 1/4 of the NE 1/4, Sec. 11, Twp. 9 South, Ring. 96 West, 6th P.M., Garfield County, more particularly described on the attached exhibit A. This well is known as SM Coles well no. 1. 4) The use of ground water from this well is limited to fire protection, ordinary household purposes inside not more than three i up}Y dw9 p, the watering of poultry, domestic animals and livestock on a farm or ranch and the irrigation of not morre than one (1) acre of home gardens and lawns. 5) The pumping rate of this well shall not exceed 15 GPM. 6) The return flow from the use of this well must be through an individual waste water disposal system of the non -evaporative type where the water is returned to the same stream system in which the well is located. 7) This well shall be constructed not more than 200 feet from the location specified on this permit. NOTE: Parcel Identification Number (PIN): 49-2645-111-01-001 NOTE: Assessor Tax Schedule Number. R013132 (totaling 75.65 acres) .7 APPROVED DMW State Engineer �'i/v� J� 'Z/�i✓Z-�i.C'a�� 'worm No. GWS -25 le APPLICANT OFFICE OF THE STATE ENGINEER COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman Sl., Denver, Colorado 80203 (303)866-3581 WELL PERMIT NUMBER 273716 DIV. 5 WD 38 DES. BASIN MD Lot: 1 Block: Filing: Subdiv: LIND-KOPPEL APPROVED WELL LOCATION PITKIN COUNTY NE 1/4 SE 1/4 Section 2 SM COLES LLC Township 9 S Range 86 W Sixth P.M. C/O PATRICK, MILLER & KROPF PC DISTANCES FROM SECTION LINES 730 E DURANT AVE SUITE 200 1540 Ft. from South Section Line ASPEN, CO 81611- 1065 Ft. from East Section Line (970)920-1028 UTM COORDINATES (Meters. Zone: 13,NAD831 ?tKMI l I U GUNS I KUL; I A WILL ""' - U ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not ensure that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37-92-602(3)(b)(11)(A) as the only well on a tract of land of 38.81 acres described as that portion of the NE 1/4 of the SE 1/4, Sec. 2, Twp. 9 South, Rng. 86 West, 6th P.M., Pitkin County, more particularly described on the attached exhibit A. This well is known as SM Coles Well no. 2. 4) The use of ground water from this well is limited to fire protection, ordinary household purposes inside not more than three (3) single family dwellings, the watering of poultry, domestic animals and livestock on a farm or ranch and the irrigation of not more than one (1) acre of home gardens and lawns. 5) The pumping rate of this well shall not exceed 15 GPM. 6) The return flow from the use of this well must be through an individual waste water disposal system of the non -evaporative type where the water is returned to the same stream system in which the well is located. 7) This well shall be constructed not more than 200 feet from the location specified on this permit. NOTE: Parcel Identification Number (PIN): 49-2645-111-01-001 NOTE: Assessor Tax Schedule Number. R013132 (totaling 75.65 acres) 0S/,2 3/on'7 APPROVED i DMW/' •� . n L yam, 7�1�1`�K'� Slate Engineer By FROM J&M PUMP COMPANY q9 i FAX NO. : 970 945 6159 Jan. 15 2009 06:26RM P2 d' & Af Pump Ac - 8611 eaaaW2"d117 g muand Spvapo Cd' 81601 5Y' - 970-94544.59 (t1& 970-948-6159 Saa; 970.945-(i159 Well Test DATE: January 13, 2009 TO: Chaffin & Light C/O Garrett Reuss Box 5000 Snowmass Village, CO. 81654 RE: Well Test Attn: Garrett, J & M Pump Inc performed a four hour well test on property located on Snowmass Creek just pass Watson Divide Road. The following results were obtained: Well Depth: Water Level: Drawdown To: Sustained Yield: Clarity: Recovery. Sample: V'II " 15 GPM Clear 95% Within 19 minutes Bacteria sent to GJ Lab If you have any questions, please call Rick, 945-6159 J & M Pump Inc. Richard A Holub Lic. No 1196 Thank You! _ u.M w M.rea Mw, ftM .In1 u ]mfty " s,.m r."m .npeywlMn.wn CREEKSIDE AT OLD SNOWMASS 3318 SNOWMASS CREEK ROAD PITKIN COUNTY, COLORADO MTB: 210-00 DRAWN BY: M AY CHECKED BY: QiKlllf PROJECT NUMBER: 00121 ISSUE: PERMIT SET REVISIONS: OVERALL UPPER LEVEL FLOOR PLAN awe A3.2 ]]eMbMArmn VeN M[. Bm 5x8 0•. W. CObrpa B,e], no-nxwaxs m naex].eme [rygR[p[CN[eM.C.[om CRE L ODE IN'.1M A3.1 ma�@ NPA! 4 bBSERWATON SERIAL _ 7 PUMP LINE TO SESURIED AT A DEPTH OF 5 FEET MINIMUM:' - , PUMP LINE MUST BE SLEEVED WITH SCHEDULE 40 ON 10 FEET OF BOTH B! PIPES O OVERFLOW PIPES i' / P-7 SIDES OF DRAINAGE. / 54Rlw GREATER THAN 300' FROM 2' PUMP LINE TO QC^ I PROFILE 20004ALlON, SINGLE ARTMENT CONCRETE SEPTIC CDU TANK AFTER 1 TANK AND A 1000-G L DRAIN BACK TO PIT TWO-COMPARTMENT CONCRETE EACH DOSE e SEPTIC TANK WITH B OTUSE VAULT IN THE SECOND r COMPARTMENT. \ 1000 -GALLON, TWO-COMPARTMENT, CONCRETE : SEPTIC WITH A BIOTUBE PUMP VAULT IN THE 7. ( - SECOND COMPARTMENT. PUMP UNE MUST BE INSULATEDRFACE FEET OF SURFACE 17S'OUICK-4' CHAMBERS IN \ \ SERI • 1\ - -, IG GRAVELLESS TRENCHES. OVEF LOW I 1 /' NCH HAS 11 4PVC EFFLUENT FLOW SPU CHAMB PIPES (MIN FALL I%) / BASIN -BROU TO GRAD4 TOT AREA =17385F MUST LINE CREEK WITHIN FPIPE 152 FEET OF BRAN FIELD FALL iD O _ TANK) \` - - -4'PVC I RAN -i SEWER ANK IPE TO 296 MIN FALL TO T � CLEANOUTS i o �,'I TANK) i � .. ,..A: 1 7 -BEDROOM PROPOSED 1 -BEDROOM RESIDENCE / PROPOSED ADU I N — CREEK \ i SCALE: 1" 40' ALL SERVICE septic, LLC LIND KOPPEL LOT IPROJECT NO 1549 PO BOX 2844 CREEKSIDE, 3318 SNOWMASS CK RD ONSITE WASTEWATER TREATMENT SYSTEM DESIGN 2,3,09 GLENWOOD SPRINGS, CO 81602 970-618-5033 COUNTY, COLORADO FIGURE 970-618-5033 * TYPICAL PLAN VIEW - N.T.S. Jai FLOW SPLITTER BASIN (FES 30 -INCH DIAMETER) INLET OBSERVATION/VENT PIPES (TYP.) FOUR 4" `\N OUTLETS INFILTRATOR(R) QUICK(TM) TO ADDITIONAL TRENCHES CHAMBERS, 3' X 4' SERIAL OVERFLOW 0 L BMIN II CHAMBERS EACH TRENCH INFILTRATOR(R) OUICK4(TM) CUT SHEET SDR 35 PVC A�OBSERVATtOVATIONNENT a PIPE WITH CAP T (EFFELTME lB1fT1 QUICK4(TM) END CAPS 01 II DESIGN TRENCH SPECIFICATIONS 7 -BEDROOM MAIN RESIDENCE (>6000SF) AND 1 -BEDROOM WIDTH OF TRENCHES = 3 FEET = 1 CHAMBER CARETAKER (<6000SF) LENGTH OF TRENCHES = 44 FEET = 11 CHAMBERS 7 -BEDROOM MAIN = 100 GALS/PERSON/DAY = 1400 GALS/DAY TOTAL NUMBER OF CHAMBERS = 176 1 -BEDROOM CARETAKER = 75 GALS/PERSON/DAY = 150 GALS/DAY PROPOSED NEW INFILTRATIVE AREA = 1738 SF TOTAL LOADING = 1550 GALS PER DAY TOTAL LOADING = q = 1550 GALLONS PER DAY SIXTEEN TOTAL TRENCHES PERCOLATION RATE = 27 MINUTES PER INCH CALCULATED AREA = ((1.5 X q) X sqrt 27) / 5) X 1.4 = 3383 SF REDUCTION OF 50% BASED ON DOSING AND TRENCHES = 1692 SF SWEEP / 2 WAY CLEANOUT DETAILS (N.T.S) TYPICAL �� ar "MPaF PVC CAP PFSD- STANDARD PUMP PACKAGEAND FINIS r D GRADE DO NOT GLUE CONTROL PANEL FOR EFFLUENT LINE - q,,� =Z= 4" SCHEDULE 40 "n�tT OR 4" SDR 35 SEWER P.V.C. LINE - 4" SCHEDULE 40 P.V.C.` INSULATED \\\ COPPER TRACER WIRE MAY BE INSTALLED TO LOCATE LINE IN FUTURE Main Res. and ADU Effluent Pumping System -1000-Gallon, 2 -Compartment 2000 -Gallon Single Compartment Septic Tank - Main Res f DSW!!tl MMl T", --TWA AdIPW ("M aMepW (aM x b S" MM CM1d OAP 0 how* Ile" VIII mi. � nil It &tAi"%A Wd T" Gmmw ftm on ua I Owftw Flaw Splitter Basin Mbm MIaMM,AM bNT. dt. MCA W f E.1, b MIT d W Yew 4" SDR 35 PVC OBSERVATION/ PIPE WITH CAP CROSS SECTION OF TYPICAL CHAMBER -TRENCHES M' MN EXTENT OF EXCAVATION TRENCHES MUST BE LEVEL S SLOPE FOR DRAINAGE---, INFILTRATOR(R) QUICK4(TM) CHAMBER, 3' X 4' SURFACE ALL SERVICE septic, LLC Project No. 1549 P°°°„°„ 3315 SNOWMASS CREEK RD ONSITE WASTEWATER TREATMENT SYSTEM DETAILS FIGURE 3 2-3-08 OLENwoo°SPRINGS, coef°oz PITKIN COUNTY COLORADO PUMP SPECIFICATION: �� ar "MPaF D,p��F,I��j PFSD- STANDARD PUMP PACKAGEAND CONTROL PANEL FOR km q,,� =Z= BOTH PUMPS "n�tT SIFIf� 9WI IdbW f DSW!!tl MMl T", --TWA AdIPW ("M aMepW (aM x b S" MM CM1d OAP 0 how* Ile" VIII mi. � nil It &tAi"%A Wd T" Gmmw ftm on ua I Owftw Flaw Splitter Basin Mbm MIaMM,AM bNT. dt. MCA W f E.1, b MIT d W Yew 4" SDR 35 PVC OBSERVATION/ PIPE WITH CAP CROSS SECTION OF TYPICAL CHAMBER -TRENCHES M' MN EXTENT OF EXCAVATION TRENCHES MUST BE LEVEL S SLOPE FOR DRAINAGE---, INFILTRATOR(R) QUICK4(TM) CHAMBER, 3' X 4' SURFACE ALL SERVICE septic, LLC Project No. 1549 P°°°„°„ 3315 SNOWMASS CREEK RD ONSITE WASTEWATER TREATMENT SYSTEM DETAILS FIGURE 3 2-3-08 OLENwoo°SPRINGS, coef°oz PITKIN COUNTY COLORADO 6 G aG 00in c<, V o —mc :r e.._._ -->•o —e -r- ch--fihtl—Slr�crc'."-anC—n•r--tin0�^e--�v— �CC —ono�r� o» - c o 0 i �- W — 300' -- z i CREEKSIDE PROJECT ° 3318 SNOWMASS CREEK ROAD oG PITKIN COUNTY, COLORADO000 PROPOSED .�iSEPTIC AREA F. MAIN RESIDENCE AND ADU I SNOWMASS CREEK �LIND KOPPEL LOT 1 PRO. NO. 1549 FEB 3 2009 ONSITE WASTEWATER TREATMENT SYSTEM DESIGN _ ALL SERVICE SEPTIC, LLC PO BOX 2844, GLENWOOD SPRINGS, CO 81602 970-618-50M I 2000 -GALLON, SINGLE TANK AND A 1000 -GAL SEPTIC TANK WITH A E COMPARTMENT. ALL SERVICE septic, LLC �'0 BOX 2844 GLENWOOD SPRINGS, CO 81602 970-618-5033 I 2" PUMP LINE TO BE BURIED AT A DEPTH OF 5 FEET MINIMUM. PUMP LINE MUST BE SLEEVED WITH SCHEDULE 40 ON 10 FEET OF BOTH SIDES OF DRAINAGE. i 4" PVC-�� SEWER PIPE �. TO TANK (2% MIN FALL TO TANK) )% 7 -BEDROOM PROPOSED RESIDENCE j OHO FLOW SPLITTER BASIN •- BROUGHT hG TO GRADE I �\ „✓ MUST LINE CREEK WITHIN i 152 FEET OF DRAIN FIELD 4" PVC SEWER PIPE TO TANK (2% MIN FALL TO TANK) 1 -BEDROOM PROPOSED ADU CREEK �ry r. DRAINAGE---�� ,SII WELL GREATER THAN 300' FROM PROPOSED DRAIN FIELD. OBSERVATION PIPES SERIAL OVERFLOW PIPES 176'QUICK4CHAMBERS IN 16 GRAVELLESS TRENCHES. EACH TRENCH HAS 11 CHAMBERS. TOTAL AREA = 1738 SF AWIMP///! gomIW///// �'Oa\WIIINiii\\ Z40�111W///o lull\\\ NI'IP\O e SERIAL OVERFLOW PIPES 4" PVC EFFLUENT PIPES (MIN FALL 1%) y FLOW SPLI_ (FSB 30—IN INLET FOUR OUTLE SERIAL C TYPICAL PLAN VIEW - N.T.S. QUICK4(TM) ENIM (-Aoc INFILTRATOR(R) QUICK4(TM) CUT SHEET 12" 34" 4' SDR 35 PVC OBSERVATION/VENT >I PIPE WITH CAP PVC LINES TO ENTER AND EXIT FROM TOP PORT IN END PLATE Main Res. and ADU Effluent Pumping System -1000-Gallon, 2 -Compartment Fiberglass or concrete riser Slope Ground Away from Riser Inlet Tee Liquid Level o PVC Riser with Grommet(s) (bond to tank adapter with recommended adhesive) Fiberglass Gasketed Lid witl Stainless Steel Bolts Conduit to Control Panel Conduit Seal Tank Adapter (cast or bolted Baffle Wail Port ALL SERVICE septic, LLC PO BOX 2844 GLENWOOD SPRINGS, CO 81602 970-618-5033 I_Mly91 PUMP SPECIFICATION: PF30- STANDARD PUMP PACKAGE AND CONTROL PANEL FOR BOTH PUMPS PVC Splice Box with Cord Grips Discharge Assembly Flexible Hose Effluent Discharge Level Control Float Assembly Check Valve (optional) Vault Inlet Ports Orenco Effluent Pump Filter Cartridge Drain Port Biotube® Pump Vault T1 3318 SNOWMASS CREEK RD PITKIN COUNTY, COLORADO DESIGN 7 -BEDROOM MAIN RESIDENCE (>6000SF) AND 1 -BEDROOM CARETAKER (<6000SF) 7 -BEDROOM MAIN = 100 GALS/PERSON/DAY = 1400 GALS/DAY 1 -BEDROOM CARETAKER = 75 GALS/PERSON/DAY = 150 GALS/DAY TOTAL LOADING = 1550 GALS PER DAY TOTAL LOADING = q = 1550 GALLONS PER DAY PERCOLATION RATE = 27 MINUTES PER INCH CALCULATED AREA = ((1.5 X q) X sgrt 27) / 5) X 1.4 = 3383 SF REDUCTION OF 50% BASED ON DOSING AND TRENCHES = 1692 SF SWEEP / 2 WAY CLEANOUT DETAILS (N.T.S) TYPICAL F SEWER LINE - 4 SCHEDUI 40 P.V.0 W61111111111114LV 2000 -Gallon Single Compartment Septic Tank - Main Res Inlet Tee Concrete Risers with Lids t Discharge EFFLUENT LINE - 4" SCHEDULE 40 OR 4" SDR 35 P.V.C. INSULATED COPPER TRACER WIRE MAY BE INSTALLED TO LOCATE LINE IN FUTURE 36" appro; TRENCH SPECIFICATIONS WIDTH OF TRENCHES = 3 FEET = 1 CHAMBER LENGTH OF TRENCHES = 44 FEET = 11 CHAMBERS TOTAL NUMBER OF CHAMBERS = 176 PROPOSED NEW INFILTRATIVE AREA = 1738 SF SIXTEEN TOTAL TRENCHES Flow Splitter Basin Refer to Flow Splitter Basin Design, Doc # NDA.DG-PB-1, for Design Guidelines. low Splitter Basin Outlet (slope at 1/8" per foot typ.) Concrete Base (Extend 6" Beyond Basin) CROSS SECTION OF TYPICAL CHAMBER -TRENCHES Y 4" SDR 35 PVC OBSERVATION/VENT PIPE WITH CAP 4' MAX ONSITE WASTEWATER TREATMENT SYSTEM DETAILS BACKFILL 6' MIN 3' MIN EXTENT OF EXCAVATION SLOPE FOR NAGE---y INFILTRATOR(R) QUICK4(TM) CHAMBER, 3' X 4' SCARIFY SURFACE TRENCHES MUST BE LEVEL FIGURE 3 Project No. 1549 2-3-09