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HomeMy WebLinkAbout1087 Hooks Spur Rd - 246503200011 - OWTS-5-14-10660Work Classification:New 1087 HOOKS SPUR RD BASALT CO 81621- Address Owner Information Permit Status:Active Project Address 246503200011 Permit Type:OWTS Permit Permit NO.OWTS-5-14-10660 Expires: 9/18/2014Issue Date:5/21/2014 Parcel No. 1087 HOOKS SPUR RD Private Wastewater System Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970)328-8755 Fax: (970)328-8788 Phone: (970)379-1236 Cell: Inspection For Inspections call:(970) 328-8755 Inspections: IVR PhoneEngineer(s) 970-704-0311SOPRIS ENGINEERING Contractor(s)Phone Primary ContractorLicense Number BLACK TIMBER DIRT WORKS (970)379-1672 Yes26-14 ANDREW SALTONSTALL Permitted Construction / Details: Install exactly as depicted on the Sopris Engineering design as amended, dated May 21, 2014. Septic tank consists of a 1,500 gallon two compartment concrete tank with risers extending to ground surface with an effluent screen placed in the outlet tee. Soil treatment area consists of 144 Infiltrator Q4 chambers placed in shallow trenches with each pair of trenches connected serially as shown on the design drawings for a total absorption area credit of 2,812 sq. ft. System designed to accommodate a future five bedroom residence. Do not install in wet weather and contact the design engineer for necessary inspections during installation to certify the system. Engineer certification and as-built drawings must be submitted to Eagle County Environmental Health prior to the use of the system and occupancy of the dwelling. Issued by: Environmental Health Department, Eagle County, CO May 21, 2014 Date Customer Copy Ray Merry CONDITIONS: 1. THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT 2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S. 25-10-101, et seq., AS AMENDED 3. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT 4. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED Work Classification:New 1087 HOOKS SPUR RD BASALT CO 81621- Address Owner Information Permit Status:Active Project Address 246503200011 Permit Type:OWTS Permit Permit NO.OWTS-5-14-10660 Expires: 9/18/2014Issue Date:5/21/2014 Parcel No. 1087 HOOKS SPUR RD Private Wastewater System Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970)328-8755 Fax: (970)328-8788 Phone: (970)379-1236 Cell: Inspection For Inspections call:(970) 328-8755 Inspections: IVR PhoneEngineer(s) 970-704-0311SOPRIS ENGINEERING Contractor(s)Phone Primary ContractorLicense Number BLACK TIMBER DIRT WORKS (970)379-1672 Yes26-14 ANDREW SALTONSTALL Permitted Construction / Details: Install exactly as depicted on the Sopris Engineering design as amended, dated May 21, 2014. Septic tank consists of a 1,500 gallon two compartment concrete tank with risers extending to ground surface with an effluent screen placed in the outlet tee. Soil treatment area consists of 144 Infiltrator Q4 chambers placed in shallow trenches with each pair of trenches connected serially as shown on the design drawings for a total absorption area credit of 2,812 sq. ft. System designed to accommodate a future five bedroom residence. Do not install in wet weather and contact the design engineer for necessary inspections during installation to certify the system. Engineer certification and as-built drawings must be submitted to Eagle County Environmental Health prior to the use of the system and occupancy of the dwelling. Office Copy May 21, 2014 Issued by: Environmental Health Department, Eagle County, CO Date Ray Merry CONDITIONS: 1. THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT 2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S. 25-10-101, et seq., AS AMENDED 3. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT 4. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-2-25-6136 www.eaglecounty.us a EAGLE COUNTY P.O. Box 179 500 Broadway Eagle, CO 81631 www.eaglecounty.us PERMIT APPLICATION FOR ONSITE WASTEWATER TREATMENT SYSTEM OWTS PERMIT # QLCvTS -.5 -/L-2 BUILDING PERMIT # INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED) FEE SCHEDULE APPLICATION FEE $800.00 MAJOR REPAIR FEE $8W.00 MINOR REPAIR FEE $400.00 This fee includes the OWTS Permit, Site Evaluation (Percolation Test, or Soil Profile Observation) and Final Inspection. Additional fees may be charged if a re -inspection is necessary, or a pre -construction site visit or consultation is needed. The re -inspection fee is 135.00 Make all remittance payable to: Eagle County Treasurer. Property Owner: Abj D �%P_W �6 At-.T v N ST 14LC.. Phone: 9 70 - 3 7' ' - 12-3 ro Mailing Address: 10�97 W50* QPOP-i 'b email � l6T 1 Registered Professional Engineer: �AVI~ k7il.EDG Gom, Irk_ ly hone: Q X 70+ Q31 t �( J Applicant or Contact Person: R G-E1 N10CF;Z Phone: Ct 7 © 3 79 ` 16 7;!� Licensed Systems Contractor: k-ec_ Cv License # RC -" + Company / DBA: 7b Ee 1 Z + _XF> Phone: Mailing Address: fJ 7a4 f►soR'n email � 16A l Permit Application is for: -X New Installation Alteration Repair Location of Proposed Onsite Wastewater Treatment System: Legal Description: S F--F- —s a_. 3! -w N Tax Parcel Number: a`U' C�SC���C ?b 1 Lot Size: Yk..14 Acl% Assessor's Link: www.eaPJecoupty.us1Patie/ Physical Address: ! Ds 7 NGo�S Sj�o2 PEA.-� CO �s lea. i Building Type: �C_ Residential / Single Family Number of Bedrooms: Residential / Multi Family Number of Bedrooms: 3 " h Commercial / Industrials` Type of Use: *These systems require design my a Registered Professional Engineer Type of Water Supply: _L Private Well Spring Surface Public U Public Name of Supplier: Applicant Signature: Office Use Only D� Amount Paid: Receipt #: Check #: Date: y 5/19/2014 Eagle County Government Mail - Re: !087 Site Plan � �Goc�gle EAGLE CCU Re: !087 Site Plan Ray Merry <ray.merry@eaglecounty.us> Paul Rutledge <prutledge@sopriseng.com> To: Ray Merry <ray. merry @eaglecounty. us> Cc: threelabradors@aol.com, #environment <environment@eaglecounty.us> Hi Ray Mon, Apr 28, 2014 at 3:29 PM Thank you for your timely response. I have attached the report with all pages and a revised plan delineating a hybrid utilizing 3 serial trench pairs that should better deal with the initial low flows. I like the distribution box with the installed flow regulators to be able to observe the effluent flow in the future and allow sufficient distribution to encourage some level of aerobic activity in the trench. This appears to one of those sites that area is available for the additional excavation and installation of a conventional system. Thank you for your attention to this Paul Rutledge Design Engineer Sopris Engineering --- Original Message ----- From: "Ray Merry" <ray. merry @eaglecounty. us> To: "Paul Rutledge" <prutledge@sopriseng.com> Cc: threelabradors@aol.com, "#environment" <environment@eaglecounty.us> Sent: Monday, April 28, 2014 10:52:32 AM Subject: Re: !087 Site Plan Paul, Page two of the letter didn't get included but all the calculations are on the drawings. If you can resend the letter electronically, that would be great. Any reason serial distribution wasn't considered? Since the near -term plan is for the system to serve a smaller manufactured home with one occupant as I understand it, better treatment may happen sooner with biomat formation in a single trench - which is probably all that the system will need until full occupancy is realized. Leaving it with a D-box is OK but our experience is that D-boxes require continued maintenance to assure each trench is receiving effluent over time. As you know, pressure distribution provides the best environment for wastewater treatment but many times ins't justified due to the cost associated with accomplishing this. As soon as we get the completed application (property owner contact information, 5 bedroom design, Alec listed as the installer) and $800 check made payable to Eagle County Treasurer, we can create the OWTS Permit and sign off on the building permit application. Alec, your Licensed Contractor number is #26-14. Thanks. hftps:Hmail.google.conilmail/ca/?ui=2&ik-1141485fcl&\Ae--pt&as from-prutledge%40sopriseng.com&as_sizeoperator=s_sl&as_sizeunit=s smb&as_subset=... 1/3 5/19/2014 Eagle County Government Mail - Re: !087 Site Plan On Sat, Apr 26, 2014 at 10:15 AM, Paul Rutledge <prutledge@sopriseng.com>wrote: > Hi Alec > Attached is the Design plan, Engineering Report and draft Application. I > have two originals stamped dwg for you to pick up. I assume that Eagle > county needs at least one or maybe both. I can directly send to Environment > Health as needed. > Paul Rutledge > Design Engineer > Sopris Engineering > ---- Original Message ----- > From: threelabradors@aol.com > To: prutledge@sopriseng.com > Sent: Tuesday, April 22, 2014 8:42:03 PM > Subject: Re: l087 Site Plan > Hey Paul, > The site plan we worked up using your numbers came out pretty similar. > Take a look. Let me know if you think something like this will work. If you > think we should change some things let me know as well. Thanks > Alec > ----Original Message----- • From: Paul Rutledge <prutledge@sopriseng.com> > To: threelabradors <threelabradors@aol.com> > Sent: Tue, Apr 22, 2014 4:48 pm > Subject: Fwd: 14078 OWTS exhibit > Alec > attached is an exhibit showing two orientations of the 98 x48 field. I am > working on a cad dwg that if will send to your tomorrow. > ---- Forwarded Message ---- > From: "Jim Love" <jlove@sopriseng.com> > To: "Paul Rutledge" <prutledge@sopriseng.com> > Sent: Tuesday, April 22, 2014 4:22:38 PM > Subject: 14078 OWTS exhibit > Jim Love > GIS Division. hftps:Hmail.google.corrdmail/ca/?ui=2&ik-1141485fcl&\Ae--pt&as from-prutledge%40sopriseng.com&as_sizeoperator=s_sl&as_sizeunit=s smb&as_subset=... 22 5/19/2014 > Sopris Engineering LLC > 970.704.0311 ext. 45 Eagle County Government Mail - Re: !087 Site Plan Raymond P. Merry, REHS Director of Environmental Health PO Box 179 Eagle, CO 81631 970.328.8757 ray. merry@eaglecounty. us P *Thanks for not printing electronic media* 2 attachments 14078-DE-OWTS-2S-ASE-Site-4-28-14.pdf 712K 1087HooksSpur-OWTS-DE-Report(3).pdf 195K https://mail.google.conilmail/ca/?ui=2&ik-1141485fcl&\Ae--pt&as fron-FFprutledge%40sopriseng.com&as_sizeoperator=s_sl&as_sizeunit=s smb&as_subset=... 3/3 April24, 0014 Ray Merry Eagle County Environmental Health Department P. O. Box 179 500 Broadway Eagle CO 81631-0179 RE: 1087 Hooks Spur Road —Design Report for On -Site Wastewater Treatment System (OWTS) in support of Building and OWTS Permit Application SE Job No. 14078.01 Dear Ray: Pursuant to our recent phone conversation, this letter provides design information in regard to the proposed Onsite Wastewater Treatment System (OWTS) delineated on the attached civil plan. The OWTS system will be constructed in compliance with the current Eagle County ISDS regulations the design recommendations and specifications delineated on the OWTS C-1 plan, dated April 24, 2014, by Sopris Engineering The improved site includes a new 3- bedroom residence that will be served by the new OWTS system with a 5 bedroom design capacity as requested by the owner for future use. The design average flow for a 5 bedroom residence is 750 gpd and the peak flow is 1125 gpd calculated by the equivalent 5 bedroom residential population with a Peaking Factor (P.F.) of 150%. OWTS Design Criteria The OWS will be designed to treat the sewage from a 5-bedroom house. Our design recommendations for anew OWS include the installation of a 1500 gallon 2-compartment septic. The effluent will be equally pressure distributed to gravelless chamber trenches installed in native soils. Average daily flow (Q) _ # of people x gal/person/day (avg. flow) Max. Design flow (Qd) = Q x 1.5 (pealcing factor) = gal/day (design) 5 bedroom house equivalent @ 2 persons per bedroom Per capita flow = 75 gal/person/day Qd = 5x2x75x1.5 = 1125 gal/day Total Peak Design Flow is 1125 gal/day Se tic Tank Design Per regulations Qd = 1125 gal/day Volume (V) of tank = Design Flow * 1.25 (30 hour retention time) V = 1125 gal/day * 1.25 = 1406 Use one 1500-gallon concrete two -compartment septic tank The tank must have appropriate access openings with 24" dia. risers with lids at the surface. 502 Main Street • Suite A3 • Carbondale, CO 81623 (970) 704-0311 • Fax (970) 704-0313 SOPRIS EN LLC civil consultants 1087 Hooks Spur Road -OWTS SE Job No. 14078.01 April 24, 2014 Page 2 Sub Surface Conditions and Testing: Subsurface soil investigations and USDA soil texture method tests were perfon-ned by Sopris Engineering. Two profile pits were excavated by a backhoe approximately 9 & 6 feet deep allow observation of the soils in the area of the absorption field. The soil sample at 3 and 35 feet deep were sampled and characterized by application of the USDA soil texture method test. The soils were tested to determine the hydraulic loading rate and to confirm the appropriate absorptive surface level suitable for conventional absorption systems in native soils. The soils below nil to 4 inches of topsoil consist of medium dense, clayey silty sand to sandy clay fill material with gravel and cobbles to 0.3 to 3 feet below the surface. An variable intermediate layer of dark grey to black sandy clay with shale fragments was observed within the fill zone at depths of 1.5 to ............................ ...:.::.:. feet below te surface.The underlying native soil root zone was observed from 2.75 to 3.5 feet below the surface grades. The native soils sampled from 3-4 feet below the surface are characterized as a silty loam to sandy clay loam texture with moderate granular structure. This soil has an effective loading rate for conventional soil treatment of 0.4 Gal/S.F./day for a level 1 conventional treatment system. No free water was encountered in the exploration pits. Groundwater levels are expected to be below a minimum of 8 feet from the existing surface grades. The soils are suitable for conventional shallow absorption trenches. Soil Absoption System Design: The absorption field is designed based on USDA soil type LTAR for the native soils to treat effluent in absorption trenches utilizing gravelless leaching chambers sized per current County Regulations. Treatment trenches AbsorptionlInfiltration Area Design Long Term Acceptance Rate (LTAR) A(sf) — Qd .: A = Area; LTAR LTAR — 0.4 Gal/S.F./day Qd = flow (gal/day) =1125 gpd A 50% reduction to Area for use of gravelless trench chambers is applied. A(reduction) _ = 675 x 0.5 = 1406 S.F. LTAR Number chambers: 1406 S Y = 141 chambers 10 S.F./Chamber Use 144 Quick-4 chambers or equivalent in 6 trenches with 24 chamber units per trench as delineated on the plan. (Alternative: use equivalent 114 bio diffuser leaching chambers with 19 units per trench). The 1087 Hooks Spur Road -OWTS SE Job No. 14078.01 April 24, 2014 Page 3 trenches will be installed for equal distribution through a distribution box with individual distribution pipes connected to the head of each trench. During initial construction the engineer will evaluate the soils in the location of the absorption treatment field to confirm design assumptions made and soil conditions observed. OWS Operation and Maintenance Ownership of the system and responsibility for maintenance and repair will remain with the property Owner. The Owner is encouraged to retain the services of qualified personnel to inspect the OWTS and to perform all maintenance and repairs necessary to ensure that the system components are maintained in ood operating condition and suitable vegetative"cover is established on the fields. The components of the g p g�. OWTS system should inspected within 30 days of being placed into operation and should been inspected and maintained bi-annually. The tank, absorption field and other system components should be visually inspected bi-annually for debris, damage, leaks, or other potential problems. In general, for a properly utilized system, septic tanks should be pumped every 2 - 4 years. The effluent filter should be cleaned every six months and at the time of pumping. Absorption fields should be maintained with suitable vegetative cover and kept free of root invasive plants. Positive surface drainage away from the absorption field should be maintained. Our design and recommendations are based upon our site investigation and soils analysis. The base drawing was supplied to us by Aspen Survey Engineers, Inc. During initial construction the engineer will evaluate the soils in the location of the absorption treatment field to confirm design criteria and will make adjustments to the field sizing as needed. As required an As -built drawing will be submitted to the County. The construction efforts and component locations will be reported and delineated in the Certification letter and As -built drawing. If you have any question or need any additional information, please call. Sincerely, SOPRIS E E G, LLC Paul E. Rutledge Design Engineer R Yancy Nichol'.2 377 Principle-13 Cc: Alec Parker ° October 7, 2014 Alec Parker 0794 Hooks Spur Rd Basalt CO 81621 Ray Merry Eagle County Environmental Health Department P. O. Box 179 500 Broadway Eagle CO 81631-0179 RE: AS -BUILT, On -site Wastewater Treatment System (OWTS), Saltonstall Property 1087 Hooks Spur Road, Eagle Colony, Colorado SE Job No. 14078.01, Parcel No: 246503200011. Eagle County Permit No. OWTS-5-14-10660 Dear Gentleman: Pursuant to County requirements, this letter provides documentation that the new Onsite Wastewater Treatment Systems (OWTS) recently installed at the above referenced site are in compliance with the permitted design. Sopris Engineering inspected the excavations, soils, materials and the installation of the system components at various times during construction, prior to final backfill and after all installations were completed. The system constructed on site was designed and built to serve the needs of a 3-bedroom single family residential structure at the above referenced site. The installed residential system was designed for a maximum 5-bedroom residence. The additional capacity was included in consideration of a potential future 5- bedroom house. Sopris Engineering performed several visits to inspect and document the as built conditions of the constructed system. We have coordinated our efforts with the general contractor and the earthmoving contractor that constructed the system. The as built conditions and installation of the new OWTS components is in compliance with Eagle County Regulations; the recommendations and specifications delineated on the amended civil design plan, C-1-OWTS, dated May 21, 2014, by Sopris .Engineering and the design report letter dated April 24, 2014. The design criteria and system sizing information is summarized below. An As -built OWTS record drawing is attached delineating the As -built descriptions and location of the components. Design Criteria and As -built System Component Installation and Siizin The system was designed based on the design criteria approved for use of Soil Treatment Unit (STU) systems. The OWTS includes the installation of a 1500 gallon 2-compartment concrete septic tank. The septic tank effluent is distributed by gravitly to a leaching chamber absorption field via individual a distribution box with distribution pipes connected at the head of each serial pair of chamber trenches. A gravity sewer pipes with a two-way cleanout is installed from the house to the tank. The design average flow for a 5 bedroom residence is 750 gpd and the peak flow is 1125 gpd calculated by the equivalent 5 bedroom residential population with a Peaking Factor (P.F.) of 150%. The absorption field is designed based on USDA soil type LTAR for the native soils to treat effluent in absorption trenches utilizing gravelless leaching chambers sized per current County Regulations. 502 Main Street • Suite A3 • Carbondale, CO 81623 (970) 704-0311 • Fax (970) 704-0313 SopRis ENGINEERING • LLC civil consultants AS -BUILT, OWTS 1087 Hooks Spur Road SE Job No. 14078.01 October 7, 2014 Page 3 The native soils sampled from 3-4 feet below the surface are characterized as a silty loam to sandy clay loam texture with moderate granular structure. This soil has an effective loading rate for conventional soil treatment of 0.4 Gal/S.F./day for a level I conventional treatment system. No free water was encountered in the exploration pits. Groundwater levels are expected to be below a minimum of 8 feet from the existing surface grades. No evidence of groundwater was observed during excavation and the soils were consistent with the soils previously observed in the test pits. OWS Operation and Maintenance Ownership of the system and responsibility for maintenance and repair will remain with the property Owner. The Owner is encouraged to retain the services of qualified personnel to inspect the OWTS and to perform all maintenance and repairs necessary to ensure that the system components are maintained in good operating condition and suitable vegetative cover is established on the fields. The components of the OWTS system should inspected within 30 days of being placed into operation and should been inspected and maintained bi-annually. The tank, absorption field and other system components should be visually inspected bi-annually for debris, damage, leaks, or other potential problems. In general, for a properly utilized system, septic tanks should be pumped every 2 - 4 years. The effluent filter should be cleaned every six months and at the time of pumping. Absorption fields should be maintained with suitable vegetative cover and kept free of root invasive plants. Positive surface drainage away from the absorption field should be maintained. If you have any question or need any additional information, please call. Sincerely, Pao R ° S SOPRIS ENGINEERING, LLC ti •• • r 28377 .� Paul E. Rutledge Yancy 1;•PF.. Design Engineer Principal' oNAL II i PROPOSED SEPTIC TANK LOCATION CENTERLINE 20.0' HOLY CROSS R.O.W. EASEMENT BK. 506 PG. 675 PROPOSED SEPTIC TANK LOCATION PROPOSED DRIVEWAY AND PARKING \ AI SCALE: 1" = 20' \ \ SAW Design PO BOX 625 SNOWMASS, CO 81654 saw.design@comcast.net DATE: MAY 04, 2014 DESCRIPTION: PERMIT SET DATE: MAY 20 2014 DESCRIPTION: PERMIT SET DATE: DESCRIPTION: DATE: DESCRIPTION: DRAWN BY SAW z am W H cl) D Q O z cl) w r�N0 ADDRESS TITLE: SITE PLAN SCALE: 1 "=20' p / L4 / � N m 0 �d yyy rmr n Z C Z v / ('1Zp > rODZ y - Z � n moc Z;oN0 0 r- Z i m p \' -4v r'OZ zca-0­-0 O /� c')Z'D Op0O<O (� -< ao 0 m ,rrl 3 6 n o � �, N / \ rrl n n00 2 �y2Crn / D Z 0 0D D vCmCD;u� o N rrn I*1\No �• �j .. 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INITIALS DATE m Z ° m EAGLE COUNTY, COLORADO DESIGNED BY PER 4-24-14 CIVIL CONSULTANTS o 1087 HOOKS SPUR ROAD DRAWN BY PER 502 MAIN STREET 4-24-14 o o o AS -BUILT ONSITE WASTEWATER TREATMENT SYSTEM CARBONDALE, CO 81623 CHECKED BY YTN 13 (970) 704-0311 4-24-14 FAX: (970)-704-0313 AS -BUILT RECORD DRAWING OWTS PLAN