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Home My WebLink AboutPitkin.EH.246533401014 (2018)Page | 1 Pitkin County Environmental Health Department Onsite Wastewater Treatment System (OWTS) USE PERMIT Permit for Continued Use of an Existing OWTS 76 Service Center Road, Aspen, CO 81611 Phone: 970-920-5070 Fax: 970-920-5374 www.aspenpitkin.com/EHNR Parcel ID #: 2465-334-01-014 OWTS Use Permit #: 0064.2018.POWU Date Issued: 10/23/2018 Issued By: Bryan Daugherty Expiration Date: 10/23/2019 Owner(s): Sally Sakin Property Address: 1710 Sopris Mountain Ranch Rd Legal Description: Licensed Inspector: Carla Ostberg Inspection Date(s): 9/10/18 SYSTEM INFORMATION Components Type Capacity/Size Primary Treatment Unit Concrete 1 compartment tank Concrete 1 compartment tank Concrete 1 compartment tank 1250 gallons 1250 gallons 500 gallons Secondary Treatment Unit Advantex AX-20 Absorption Area Pressurized drip irrigation 1785 ft2 Other System Components OWTS Use Status: In use at the time of the inspection. Not in use at the time of the inspection.* *If the OWTS was not in use at the time of the inspection, it is recommended that the system be re -evaluated when it is in use for a more accurate evaluation of the system. System Records: Permit #: 08058 Date of Issuance: 10/15/08 Date of Final Approval: 12/8/08 # of Bedrooms or fixtures served by OWTS: This system was designed to serve 4 bedrooms Operational Status: According to the observations of the inspector on site, the system appears to be functioning as designed. Tanks and advanced treatment system were in good working order, alarms were functional. The field area did not show any signs of failure. Inspector Recommendations: As required by code, the new owner must obtain a maintenance agreement in order to maintain the system. Department Recommendations: Annual maintenance Issuance of this OWTS Use Permit is based solely on the conditions observed and reported by the inspector to the Department on the date of the inspection(s) and on Department records at the time of permitting. The issuance of this permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fail or that the system will not be subject to future enforcement action to correct non-compliant conditions. Estimated capacity of the system has been listed on the permit and we recommend that you monitor and/or meter water use to prevent overuse and possible failure. 10/17/2018 Pitkin County Mail - Online Form Submittal: Property Sale/Remodel Use Permit Application https://mail.google.com/mail/u/0?ik=23f7b56eb0&view=pt&search=all&permthid=thread-f%3A1612427504376382122%7Cmsg-f%3A16124275043763…1/3 Kurt Dahl <kurt.dahl@pitkincounty.com> Online Form Submittal: Property Sale/Remodel Use Permit Application 1 message noreply@civicplus.com <noreply@civicplus.com>Sun, Sep 23, 2018 at 1:24 PM To: schuyler.clay@pitkincounty.com, ehapps@pitkincounty.com Property Sale/Remodel Use Permit Application Please Note: Each OWTS System must be submitted individually. If there are additional systems on the property, additional applications are required. Job Parcel ID 246533401014 Physical Address 1710 Sopris Mountain Ranch Rd Residences 1 No. of Bedrooms 4 Square Footage of each Residence Field not completed. Purpose of Use Permit Property Transaction Closing Date 9/27/2018 Lot 37 Block Field not completed. Filing Field not completed. Subdivision Sopris Mountain Ranch (Section Break) Primary Contact Information Primary Contact First Name Jill Primary Contact Last Name Shore Primary Contact Email Address Jill.Shore@elliman.com Primary Contact Address 630 EAST HYMAN AVENUE, SUITE 101 Primary Contact Phone Number 970-948-6121 Primary Contact City Aspen Primary Contact State CO 10/17/2018 Pitkin County Mail - Online Form Submittal: Property Sale/Remodel Use Permit Application https://mail.google.com/mail/u/0?ik=23f7b56eb0&view=pt&search=all&permthid=thread-f%3A1612427504376382122%7Cmsg-f%3A16124275043763…2/3 Primary Contact Zip 81611 (Section Break) Owner Information Primary Contact is Owner?No Owner First Name Sally Owner Last Name Sakin Owner Email Address Field not completed. Owner Mailing Address carla.ostberg@gmail.com Owner City Basalt Owner State CO Owner Zip 81621 Owner Phone 9703095259 Owner Fax Field not completed. Indicate Preferred Method of Payment Debit/Credit Card Payment Contact Email for Debit/Credit Payment carla.ostberg@gmail.com (Section Break) Licensed Inspector Information Primary Contact is Licensed Inspector? No Inspector First Name Carla Inspector Last Name Ostberg Inspector Email Address carla.ostberg@gmail.com Inspector Mailing Address 33 Four Wheel Drive Rd Inspector City Carla Ostberg Inspector State Carla Ostberg Inspector Zip 81623 Inspector Phone Number 970-309-5259 Inspector Fax Number Field not completed. (Section Break) Pitkin County Inspection Form 1710 Sopris Mountain Ranch Inspection Form.pdf 10/17/2018 Pitkin County Mail - Online Form Submittal: Property Sale/Remodel Use Permit Application https://mail.google.com/mail/u/0?ik=23f7b56eb0&view=pt&search=all&permthid=thread-f%3A1612427504376382122%7Cmsg-f%3A16124275043763…3/3 Site Plan 1710 Sopris Mountain Ranch OWTS Inspection Packet.pdf Floor Plans Floor Plans.pdf Comments or additional information: buyer will need O&M Contract. Valley Precast in the process of establishing contact. System is in very good condition! PLEASE READ BEFORE SELECTING SUBMIT: By selecting SUBMIT, I certify that I am the owner or representative with the legal authority to agree to the conditions of this permit, the above information is complete and accurate, and that I have provided complete and accurate information in all of the documents included in my application package. I acknowledge that this department may revoke any permit I am issued if my application is found to contain any inaccurate, false, or misleading information. Email not displaying correctly? View it in your browser. �01'f Onsite Wastewater Treatment Systems (OWTS) Use -,P,cPermit Inspection Form DUNT� Pitkin County Environmental Health Department 76 Service Center Rd, Aspen, CO 81611 Phone:970-920-5070 Fax: 970-920-5374 Website: I http://pitkincounty.com/248[Wastewater-Treatment Inspection form for continued use of an existing OWTS Owner's Name: Address: Parcel Number: Inspection Date: Inspector's Name: Business Name: Phone Number Email: Pitkin County Systems ISally B. Sakin 1710 Sopris Mountain Ranch Road Basalt CO 2465 334 01 014 9/10/18 Carla Ostber CBO Inc. (970) 309-5259 carla.ostberg@gmail.com Inspector License Number: 1017 A copy of this inspection report will be remitted to Pitkin County Environmental Health Department by the Licensed Systems Inspector within 60 days of the inspection regardless of whether the system passes or fails. QUESTIONS FOR PROPERTY OWNER PRIOR TO INSPECTION: Is the home currently occupied? EYES ❑NO If NO, how long has the home been vacant? How many bedrooms are in the home? 14 If secondary treatment is used, who is the maintenance provider? I Valley Precast RECORDS: Were system records available from Pitkin County? ❑YES ❑NO OWTS Construction If YES: Permit number: Date of Final Approval: December 8, 2008 Permit 08058 # of bedrooms permitted: Was an as -built drawing available? E YES ❑ NO Is the as -built drawing accurate? ❑YES ❑NO If NO: Complete a drawing of the system on last page of this form as accurately as possible. Any question marked FAIL will require correction before an OWTS Use permit is issued. SITE CONDITIONS: Proper grading, no evidence of erosion? EPASS ❑FAIL Improper vegetative cover? 0 NO ❑ YES Evidence of compaction such as heavy machinery or livestock? 0 NO ❑ YES Improper discharges such as straight pipes? ❑' PASS ❑FAIL Evidence of high ground water? 0 NO 0 YES Snow cover present? 0 NO ❑ YES Page 1 Effective Date 1/12/2017 TANK: Tank 1 Tank 2 Tank 3 Tank capacity 1,250 Igallons 1,250 jgallons 500 j gallons Tank material concrete concrete concrete # of compartments 1 1 1 Date of last pumping unknown Lids/risers in good condition Pass Pass Pass Risers to grade Yes Yes Yes Riser height 3' 3' 3' Riser condition/watertightness ok ok ok Inlet sanitary T/baffle Pass Pass Select One Outlet sanitary T/baffle Pass Select One Select One Effluent filter (if part of design) Select One Pass jPass Condition of tank material Pass Pass Pass Tank was pumped for inspection No No No If YES, list the pumping company If NO, when was the last pumping Scum level (1st compartment) 2 inches inches inches Sludge level (1st compartment) 6 inches inches inches Scum level (2nd compartment) inches inches inches Sludge level (2nd compartment) inches inches inches Backflow (if pumped) Select One Select One Select One Midtank baffle N/A N/A 11 N/A Watertightness Pass Pass IPass PUMPS/DOSING SIPHONS: Is a pump or dosing siphon present? 0 YES ❑ NO If YES, is the pump/dosing siphon functioning properly? PASS ❑FAIL Does the pump/wiring/dosing siphon appear to be in good condition? ❑' PASS ❑FAIL Is the high water alarm working, both visible and audible? ❑PASS ❑FAIL SECONDARY TREATMENT: Is a secondary treatment unit present? EYES ❑ NO ❑UNKNOWN If YES, does the unit appear to be in good working condition? 91YES YES NO Does the owner have a current maintenance contract for the unit? NO ❑UNKNOWN Maintenance Provi d ed Valley Precast Phone: 719 395-6764 If there is no maintenance contract, a contract must be in place prior to occupancy of the home. A copy of the contract must be submitted to Pitkin County Environmental Health Department. ABSORBTION AREA: Effluent surfacing? Evidence of past surfacing? Surface dampness? Excessive odors? Field location verified by observation ports or probing: Liquid in observation port? If YES, record depth: Distribution Box or ADV part of original design? If YES, is it accessible from grade? Is it level and in good condition? ❑■ PASS ❑FAIL E NO ❑YES F. NO ❑ YES ❑■ NO ❑ YES ❑Ports ❑Probing NO ❑ YES inches ❑ YES ❑■ NO YES NO PASS FAIL Irecord drawino - air releif valves I UNKNOWN Page 2 Effective Date 1/12/2017 no - this system was appears to be in good working order 'lease list any recommendations for the continued use of the system: • The new property owner must secure a new contract with a qualified maintenance provider, such as Valley Precast, to continue operation and maintenance of the system. Were any repairs done as a result of this inspection? ❑- NO 0 YES If YES lease describe the repairs. To the best of my knowledge and training, the information collected in this inspection is accurate as of September 22 1, Zp 18 barg Licensed Systems Inspector Signature: Carla Ostber Digitally .09.22ned Carla:42:53 [06'0 v p g g Date: 2018.09.22 06 42:53 O6'00' Additional Notes: is system is in good working order. Valley Precast performed routine operation and maintenance on the system at the time of our inspection. Clearly label any pictures and attach them to this form. Save Form Clear Form Print Form Page 3 Effective Date 1/12/2017 CBO Inc. 33 Four Wheel Drive Road Carbondale, CO 81623 cell) 970-309-5259 office) 970-704-0484 carla.ostberg@gmail.com September 22, 2018 Jill Shore Jill.Shore@elliman.com Onsite Wastewater Treatment System (OWTS) Use Permit Inspection 1710 Sopris Mountain Ranch Road Pitkin County, Colorado Jill, As requested, CBO Inc. performed an Onsite W astewater Treatment System (OWTS) Use Permit inspection at 1710 Sopris Mountain Ranch Road, Basalt, Colorado on September 10, 2018. The legal description of the 35.55-acre property is Lot 37, Sopris Mountain Ranch. The permit and record drawing was provided by Pitkin County Environmental Health Department (Parcel ID #2465-334-01-014). The subject OWTS consists of two 1250-gallon, single-compartment concrete septic tanks, a pump chamber, and an AdvanTex® AX-20 Treatment Unit installed in Mode 3B. Effluent is pumped through a GeoFlow® Dripline system. Onsite W astewater Treatment System Construction Permit 08058 documents this system. The system was sized to accommodate 4 bedrooms in the main house and a toilet and sink in the barn. The permit received final approval on December 8, 2008. The septic tanks and AdvanTex® treatment unit are located to the east of the barn. Add manhole lids were accessible from grade. We accompanied Jerry Fleck with Valley Precast Service and Maintenance Department on this inspection. Routine operation and maintenance to the system was provided at the time of our inspection and all components were found to be working properly. Two inches of scum and six inches of sludge were noted in the first septic tank. Pumping the septic tanks is not necessary at this time. The control panel for the pumping systems is located in the barn. We walked the area of the GeoFlow® dripline system and were able to located the headworks and air relief valves. We found no evidence of surface saturation or failure at the time of our inspection. The new property owner must secure a new contract with a qualified maintenance provider, such as Valley Precast, to continue operation and maintenance of the system. This evaluation is not a guarantee of future system performance. This inspection is good for one year. Recommendations: • The new property owner must secure a new contract with a qualified maintenance provider, such as Valley Precast, to continue operation and maintenance of the system. This report, completed OWTS Use Permit Application must be submitted to the Pitkin County Environmental Health Department. Applications must be submitted to Pitkin County Environmental Health Department electronically. The following is the link to the required OWTS Use Permit Application: https://pitkincounty.com/FormCenter/Environmental-Health-18/Property-SaleRemodel-Use-Permit-Applicat- 70 Within the application, you must attach the Inspection Form where “Pitkin County Inspection Form” is requested, the OWTS Inspection Packet where “Site Plan” is requested, and Floor Plans where “Floor Plans” are requested. Floor plans may be hand drawn and must represent number of bedrooms or potential bedrooms in the residence. All questions regarding permit submission can be directed to Pitkin County Environmental Health Department, 970-920-5070. Disclaimer: This inspection is intended only as an evaluation of the present condition of the OWTS based upon what was observed and the Licensed Inspector’s expertise in onsite wastewater technology. The Inspector has not been retained to warrant or guarantee the proper functioning of the system for any period of time in the future. Because of numerous factors which may affect the operation of an OWTS, as well as the inability of the Inspector to supervise or monitor the use or maintenance of this OWTS, this report shall not be construed as a warranty by the Inspector that the system will function properly for any particular prospective buyer, and the Inspector disclaims any warranty, either expressed or implied, arising from the inspection of the OWTS or this report. The evaluation does not ascertain the impact the system is having on groundwater. Please call with questions. Sincerely, Carla Ostberg, MPH, REHS NAWT Certified Inspector Certification # 11044ITC Exp. April 2020 View of cleanout between barn and tank View of septic tanks and AdvanTex pod Inlet tee of first tank AdvanTex pod Outlet tee first tank RSV in second tank Pump Headworks Control panel mounted in barn Air relief valves View of approximate area of dripline Dripline system CH, NSITE WASTEWATER TREA*NT SYSTEM (OWTS) CONSTRUCTION PERMIT 0405 Castle Creek Road, Suite 10 Aspen, CO 81611 Phone: 970.920.5070 Fax: 970.920.5077 Permit #: 08058 Parcel ID #: 2465-334-01-014 Permit Issued: ®NEW REPAIR REMODEL/ADDITION ®TANK ONLY FIELD ONLY AMENDMENT Owner(s): Craig and Sally Sakin Property Address: 1710 Legal Description: Lot 37 Size of Lot: 35.55 Size of Building: Mountain Ranch Road Mountain Ranch Acres Detached Accessory Unit: ®YES []NO Sq. Ft. Size of Accessory Unit The system is designed for: 4 bedrooms in the main house + toilet and sink in barn Sally's office and family room NOT considered bedrooms (powder room access only) Designed By: HP Geotech (Jason Deem) Project #: 4060197 Phone #: 970-468-1989 barn Sq Ft. Dated: August 24, 2007 Mailing Address: P.O Drawer 1887, Silverthorne, CO 81498 Fax #: 970-468-5891 Email Address: Hpgeo4 o2hpgeotech.com Perc Rate: 0.7 LTAR Profile Hole Depth: 8 ft Depth to Groundwater or Bedrock: Minimum Tank Capacity: 1563 gallons Minimum Absorption Area: 1785 sq ft Permit Conditions: 8 ft 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. An October 2, 2008 letter may also be referenced with respect to sizing differences between the former ISDS Regulation and current OWTS Regulation. Changes must be approved by this Department and the engineer prior to construction. This design calls for two 1250 gallon single compartment tanks followed by a 48" dose tank equipped with an Orenco P501512 pump. An Advantex AX -20 treatment unit will also be installed. The field will consist of Geoflow per engineer design. Trees with roots are OK in the area of the field for this technology. Section 6.28.110 A. does not apply here. 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 OVVTS 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. C, l () qct OctssuedBy: ( OF1 Date: j, /c- 7 (' Expires: 1'C Al 5 ` Installer: T1 fl , V iliK. License* Reactivation Authorized by: Final Approval Issued By: Cal -(a L/ 75 T 1-9 Date: 12/ g / 0 g New Expiration Date: []Fee pU G( o3hech HEPWORTH-PAWLAK GEOTECHNICAL November 20, 2008 K.H. Webb Architects Ann: Stacey Gochring 710 West Lions Head Circle, Unit A 40 Hepworth-Pxwlak Geotcchmcal, Inc. P. o. Drawer 1887 Silverthmne. Colorado 80498 Phone: 970.468.1989 rax: 970.468.5891 email: hpgeo44hrgeo1ec11.cu1n Vail, Colorado 81657 Job No. 406 0197 Sale-t'n Subject: As -Built Evaluation of Onsite Wastewater Treatment System, Existing Residence, Lot 37, Sopris Mountain Ranch, Pitkin County, Colorado. Dear Stacey: Hepworth-Pawlak Geotechnical, Inc. has observed the installation of the Onsite Wastewater Treatment System (OWTS) for the four bedroom residence on the project site. The OWTS components observed include: septic tanks, dosing tank, Advantex unit, Geoflow Headworks, Geoflow, driplines, supply and return manifold piping, Geoflow air vacuum breakers and the approximate locations of all components. We previously designed an OWTS for the subject site and presented our recommendations in a report dated August 24, 2007, .lob No. 406 0197. Our observations and recommendations are presented in the following paragraphs. We performed an OWTS As -Built evaluation on October 22, October 27 and November 3, 2008. A photograph log of the installation is provided as an attachment. The septic tanks were backfilled up to the tank lids and the sewer pipe from the Barn and Residence were backfilled prior to our arrival on side. It is our understanding that the Pitkin County Environmental Health Department may have observed the tanks and sewer lines under the original OWTS permit. The drip dispersal system orientation was slightly modified from our original design; however, the general absorption area is similar to the design. Due to the complexity of the dripline layout, we were not able to create an As -Built site plan that shows the exact locations of the system components. Other modifications that were noted during our site visits include: Ten driplines were installed rather then using the design recommendation of seven driplines. Lengths of driplines ranged from 34 feet to 262 feet for a total of 1,514 linear feet of dripline. 4 Glenwood Springs 970.945-7988 • Parker 303-841.7119 • Colorado Springs 719.633-5562 0 K.H. Webb Architects November 20, 2008 Page 2 A pump and pressure test was performed by Valley Precast, the service provider for the Advantex system, on November 6, 2008. A copy of the Advantex Start -Up Summary Report from Valley Precast is included as an attachment. According to Fred Pifer with Valley Job No. 406 0197 GC:CJtech The furthest west dripline run shown in the original design was moved south of the supply and return manifold piping The third dripline run from west to east was split into two runs rather then using the design recommendation of one run. A short 34 feet long dripline run was added at the far eastern end of the drip field. The total length of dripline measured totals approximately 1,514 linear feet or 3,028 square feet of absorption area. As stated in our October 2, 2008 letter, the drip dispersal area must meet or exceed the March 2008 Pitkin County OWTS Regulations. Based on the new regulations the absorption area must be at least 2,466 square feet. Even though the absorption area as constructed is smaller than designed, it exceeds the minimum requirements. Due to the shallow depth ofdriplines, the solid I inch diameter Schedule 40 PVC pipe installed beneath the driveway was not sloped back to the return manifold and dose tank. The dripline tubing was to be extended into the deeper trenches excavated for the solid pipe so effluent would drain through the drip emitters to prevent freezing. The 1 inch diameter PVC pipe was also supposed to be insulated with foam pipe wrap and then insulated top and sides with 2 inch thick rigid foam insulation board. We did not observe the extensions of the driplines or the insulation prior to backfill by Longs Excavation, Inc. v A temporary cut bank for parking up to approximately 6 feet high had been excavated near the dripline that is located south of the supply and return manifolds. The culbank Ott must he backfilled in accordance with Section 6.28.040.B.I of the Pitkin County OWTS Regulations to use of the OWTS. C • prior The septic tanks and Advantex unit had no[ been backfilled up to the access risers at the time of our observations. Riser lids should remain uncovered for maintenance access following backfill. All piping should be supported with compacted backfill to prevent sagging and potential rupture. A pump and pressure test was performed by Valley Precast, the service provider for the Advantex system, on November 6, 2008. A copy of the Advantex Start -Up Summary Report from Valley Precast is included as an attachment. According to Fred Pifer with Valley Job No. 406 0197 GC:CJtech 0 a K.H. Webb Architects November 20, 2008 Page 3 Precast, the system appeared to be adequately pressurized and working as designed. We were unable to verify that all joints were leak free prior to backfill; however, all PVC and Geoflow unions observed appeared to be in good condition when the system was adequately pressurized and leaks are unlikely prior to backfill. Improper piping support and backfill of the piping system will increase the likelihood of damage to dripline and PVC pipe unions. It is our opinion that the OWTS meets the general intent of our August 24, 2007 design report except for the items discussed above. An As -Built Photograph Log is also provided as an attachment. The observations and recommendations presented above are based on our site observations and our experience in the area. We make no warranty either express or implied. Alterations to the system including recommended corrections, backfill and site grading could alter the operation and effectiveness of the OWTS. Please feel free to contact us if you have any questions regarding this letter. Sincerely, HEPWORT( n H- PPAjWLLAAK GEOTECHNICAL, INC. Jason A. Deem•• 0 R0 ._. Project Geologist ,BW F Reviewed by: 28161 o .. //2c.e Ronald J. Uhle, P.E., C.C.E. as8/0NA1 Associate Attachments: As -Built Photograph Log Advantex Start -Up Summary Report Provided by Valley Precast cc: Paul Sisneros, George Shaeffer Construction (email) Dennis Thompson, George Shaeffer Construction (email) Carla Ostberg, Pitkin County Environmental Health Department (email) Job No. 406 0197 q AS -BUILT PHOTOGRAPH LOG Job No. 406 0197 a s Photograph 1: View looking west at end of supply and return manifolds. Dripline 10 is shown to the right south) and Dripline #9 is shown to the right (north). Photograph 2: View looking northwest at dripfield. Photograph 3: View looking west at end of supply and return manifolds. Geoflow Air Vacuum Breakers had yet to be installed at the time of the photograph. 0 0 AS -BUILT PHOTOGRAPH LOG Job No. 406 0197 Photograph 7: View of supply and return manifold connections. Photograph 8: View looking north at dripfield excavation. Photograph 9: View looking west at Geoflow Headworks unit. Gtech 0 AS -BUILT PHOTOGRAPH LOG Job No. 406 0197 W 0 Photograph 4: View looking south at Dripline #10. Temporary cutbank can be seen in the left side of the photograph. Cutbank must be backfilled as stated in the our As -Built letter prior to operation of the system. Photograph 5: View looking east at supply and return manifolds and dripfield to the left. Photograph 6: View looking northwest at dripfield and 1 inch diameter piping that runs underneath driveway. 0 AS -BUILT PHOTOGRAPH LOG Job No. 406 0197 Q3 4 n u Photograph 10: View looking south at septic tanks and Advantex unit. 11/10/2008 08:24 7193953 VALLEY PRECAST_ PAGE 02 119 Od0 Room NONE Kong arm N n in n m g onWN m@ R NE m at o vanTbx' Field Maintenance Report Valley Precast Inc. Start -Up Summary Report (719)395-6764 Propeay 0-ten/71eeldna a Crafg $akin On" Timor Bening epaHar Y pe ) oJ lnelolled Dee tallnoo7 Sit.Addresa 1710 Sopris Mtn. Rd, - Basalt, Colorado eun-up one 11/08/2008 Mode bedrooms DasePMle oceePancy Delo a S S Mode 3B 4 Phone Avaronpd Ivtnar PFemk7- 970)468-1989 Valley Precast 719)395-6764 Phare PJeatnclan Phone sjnc, 303)697-9404 Primary Treatment Ir futsing aLLW processing Tank, complete the following, J Prd0eseast lank sepdo Volume ( pet) Reolrc Volume (—gal) Constructlon Ccncmte FIbo,giass other If using o 60POnota Sepur, Tank and Recho Tank, complete the following: SePtlo Tank(/ -X5' gal_) Construcdon ('Concrete `Fiiberglass 00ther Manufacturer-fq }j /ae•ttl Recire Tank(/eX s17 get.) Construction OrConorete, fiharglass 00ther Manufacturer:l(sb 11'10/2008 02:20 7193953727 VALLEY PRECAST_ PAGE 02 Craig Sakin rp qej- 170 9ila Address 3?0 Floats at propely at L -In. OMEN OMEN NONE an No @MGM Basalt, Colorado 11/06/2008 MEN o mass on OMEN® A*varffbW Field Maintenance Report Valley Precast Inc. Start -Up Summary Report (719)395-6764 Properly Ownw/hackine/ Septic Tank gel.) OOsr it.,InnWNd Date Craig Sakin rp qej- 10/11/2007 9ila Address 3?0 Floats at propely at L -In. 16-in.34-In. Sun -OP Dna 1710 Sopris Mtn. Rd. Basalt, Colorado 11/06/2008 PM. Nune¢r P.rmaa Mod. aed..om Occupana occupancy Dene 6_01S Mode 3B a Deslerlx/eneTlCr ph., Au,MrlaeG Innener 0.. H -P Geothech 970) 468-1989 Valley Precast 719) 395.6764 Daalar Phoria ENctrklan PhaM9ax Enterphses,lnc. 303) 697-9404 Primary Treatment If using a ainole Processing Tank, complete the following: L Processing Tank septic volume ( gel.) Rocirc volume ( get.) commuctlun Conoroto Fiberglass Othor If using a aeoani Soptic Tank and Recite Tank, complete the following: Septic Tank gel.) Otr Timer Seting Construction 'Concrete Manufacturer 6nr {. /O a1 d Fiberglass Other co Y7C r-_+0 Reclrc Tank (r1 i0 gal.) Construction Dbconcrme77Manufacturer. COb'4914A)d FiberglassE] Fiberglass Weer co'CrC+"C U Pump Model: P * t,/ 3?0 Floats at propely at L -In. 16-in.34-In. Secondary Treatment RSV setting, a 9 -In. Residual head measurement: Pod Rt -in. Pod e2 -In. Pod 43 -in. Olsoharge TankGailin (S e1 gal-) construction / ,concrete I Fiberglass E) PVC (Basin) Manufacturer. r/ r-c r ff C q57 Pump Model: P f c'5' Floats set properly at I ; -in. 9«2 -in. ab -in. Discharge pump flow rete (drawdown test): ( 3 i7 gpm) Discharge pump dose volume: ( __ gal -Mose) Comments C9 Control Panel Panel ID (RTU or UL A) On" Timer Setting Otr Timer Seting RTU113128 Filter Pods Pod Rl Serial No. Pod e2 Serial No. Pod A3 Serial No. 211076 other System Components Disinfection equipment (manufacturer): i Dispersal system (type or): Mns (Initial) renco's Start -Up Procedure was followed. II lids are secured. Circuit broakers are on and control panel is latched. 147 or Service Call" label with phone 0 was aRxad to panel. ql G Homeowner Package was re/waw with: Buildor on (date) / _0 (j Ay Resident on (date) The system is ready for use /myes No (explain) Date form to 1-866-384-7 F"& a S 1.5 INCH DIAMETER SCH. 40 PVC RETURN MANIFOLD SLOPED AT 2% MIN. TO DRAIN BACK TO DOSE TANK WITH 2 FOOT EMMITTER E 1" SCH. 40 PVC PIPE SURFACES INSULATI PROTECTION (TYP.) GEC WA( HEA LOT TYPICAL 0 0 GEOFLOW WASTEFLOW PC DRIPLINE WITH 2 FOOT EMMITER SPACING INSTALLED ALONG EXISTING GROUND SURFACE CONTOUR 1" SCH. 40 PVC OR BLANK GEOFLOW WASTEFLOW DRIPLINE 1 FOOT MIN. COVER SOIL OVER DRIPLINE 2' MIN. SPACING BETWEEN ROWS OF DRIPLINE 3.5 FEET MIN. COVER SOIL OVER SUPPLY AND RETURN MANIFOLDS AIR VACUUM BREAKER INSTALLED IN VALVE BOX INSULATED WITH PERLITE IN A PLASTIC BAG T 1.25 INCH DIAMETER SCH. 40 PVC SUPPLY MANIFOLD SLOPED AT 2% MIN. TO DRAIN BACK TO DOSE TANK 1P LOT 37, SOPRIS MOUNTAIN RANCH 4060197 GeUtech FIGURE 3 HPFW[]RTH-PAWLAK GEOTECHNICAL I TYPICAL CROSS SECTION OF DRIP DISPERSAL SYSTEM FAr r r A fTp {f f y 4. •' _ - =— rF GEOFLOW WASTEFLOW PC DRIPLINE WITH 2 FOOT EMMITTER SPACING (TYF 1 t I f f `•(; ', `,\ 44 , LANDSCAPING WALL i 1" SCH, 40 PVC PIPE UNDERNEATH DRIVEN � ��.- " =`• * `, `''� 'I � ' � FOR FROST I SURFACES INSULATED F 1 \ i � F i r I TREE TG BE IRRIGATED PROTECTION (TYP,} �� ` '.� c�k`'` , ,`�. ' � I�I��PGSED , , � , , •, s , WITH WITH APPROXIMATE ROOT BALL OF 3 TO 4 FEET IN DIAMETER (TYP-) i '3 ` ', ` ', `', `• ' ' � r !•ti � 1 1 `� .� Jr ` r I li ° yf ' 14 a"4� GECFLOW � GEOFLOW PAC AIR ___ __ �, �I ', ; , ' . , �, WASTEFLG` I VENT P• ', `� `' , ► ' - ---HEADWORKS 4 - � kl—l. 1,5 INCH DIAMETER 40 PVC RETURN MANIFOLD SLOPED AT 2% MIN. TO DRAIN SACK TO DOSE TANK r� 1 o D . PROPOSED-.01- RjRRED _ EAN K OMI PROPANE TANKS Lq 1.5 INCH DIAMETER SCH- 40 M#1aIMUM HORiZONTA,L DISTANCES _ FIELA TO TANK TOO P OKSITY UNES 10' HCi}SE 5' -a AW 8 FT. FOR TANK $" WATER LINES 10' EACH 100 GAL. / kDU$E 20' SURFACE WATER 50' DAY G`1rSlGFI FLOW � WATER UKS 25' DRY DITCHES 10' i SURFACE WATrR so' , WELLS 50, OVER 1,(3 0 MY MTCHES 2S` . RROKERri' LINts 10' GAL. / DAY. j WELLS IRAIGA-noN DaTr—H 5{)' RU3LC�htC 5E A'Ffi ^its CAJT BANKS 0 VERT CUT HEIGHT WATER UNES 10. WELLS 50' 1 �1 48 I H-QlAN4UL80SE TANK EQUIPPED t EQUIPPED WITH AN ORENCG P501512 SUBMERSIBLE EFFLUENT PUMP � TWO SINGLE CHAMBER, 1,250 GALLON CCPELAIND CONCRETE SEPTIC TANKS GRENCO SYSTEMS ADVANTEX A—20 TREATMENT UNIIT INSTALLED Il� MODE B ► r APPROXIMATE SCALE- 1 INCH = 20 FEET LOT 37, S[ RIB MOUNTAIN RANCH ISDS SITE PLAN 7 HF 406 0197 FIGURE I cl I 832‐R‐13‐002 an - jz' as G. PROJECT: 2SII DRAWN BY: SG DATE: 04.0106 REVISIONS: SMR SCHEMAUC REVIEW 07.10.06 POW ISSUE 09.18.06 BARN - ENTRY LEVEL PARTIAL FLOOR PLAN A] I Od N PROJECT:2SII DRAWN BY: SG DATE: 0495.E REVISIONS: SMR . SCHEMAIK REVIEW 0730.06 PERNTISSUE 04.18.06 MAINLEVIEL PARTL4L FLOOR PIAN MAIN LEVEL PARTIAL FLOOR PLAN -- POD A' 114" = 1�0' 4' = 11-01, — POD 'C �./ 174" s 1'D- v O r. Z .+n q � T J O Q LA_ bo= pC W d �tG PROJECT: 2SII DRAWN BY: S0 DATE: 0421.06 REVISIONS: SMR-S(NEMATICREVIEW 07,10.06 I' MAISSUE 09.18.06 MAIN LEVEL_ PARTIAL FLOOR PLAN AlIIc m� ®� �a aP E Y I S 10 N S SMRSCRFlAAi1CP1YIEW 07.70.0$ PEQMftI55UE O9.1B.D6 i ROOF PEAN N A120