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Home My WebLink About1844 Upper Cattle Rd - 239127401012 - OWTS-9-14-11470Work Classification: NewPermit 1844 UPPER CATTLE CREEK RD CARBONDALE CO 81623-9744 Address Owner Information Permit Status: Active Project Address 239127401012 Permit Type: OWTS Permit Permit NO. OWTS-9-14-11470 Expires: 1/27/2015 Issue Date: 9/29/2014 Parcel No. 1844 UPPER CATTLE 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: 970-963-0100 Cell: Inspection For Inspections call: (970) 328-8755 Inspections: IVR PhoneEngineer(s) (970)704-0484All Service Septic Contractor(s)Phone Primary ContractorLicense Number DIRT DEVIL EXCAVATION (970)274-1533 Yes43-14 MCLAIN, HOLLY F. - ETAL MCLAIN, HOLLY F. - ETAL Permitted Construction / Details: Installation of the OWTS as described on the ALL SERVICE septic, LLC design in the report stamped, signed and dated August 26. 2014. The OWTS is designed to serve a two bedroom caretaker unit and a bathroom located in a barn. Absolutely no other wastewater from mechanical rooms, water softeners or horse wash areas is allowed to enter the OWTS. The OWTS consists of a 1,000 gallon two compartment concrete septic tank with an effluent filter on the outlet tee and 583 square feet of soil treatment area credit via the installation of 32 Infiltrator Quick 4 chambers in 4 shallow trenches with 9 chambers in each trench. The effluent will be distributed to the four trenches by a distribution box which will require periodic maintenance to assure equal flow is getting to each trench. The distribution box must contain flow equalization as required in Regulation 43 and the inlet must be one inch higher than the outlet pipes. The design engineer has been in consultation with the Licensed Systems Contractor regarding the objective of compacting the blocky caliche soils, if encountered, to assure a smooth and effective infiltrative surface. Contact the design engineer to conduct inspections and to certify it's proper installation. Certification of proper installation along with as-built drawings are required prior to using the system or occupying the caretaker unit. Issued by: Environmental Health Department, Eagle County, CO September 29, 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: NewPermit 1844 UPPER CATTLE CREEK RD CARBONDALE CO 81623-9744 Address Owner Information Permit Status: Active Project Address 239127401012 Permit Type: OWTS Permit Permit NO. OWTS-9-14-11470 Expires: 1/27/2015 Issue Date: 9/29/2014 Parcel No. 1844 UPPER CATTLE 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: 970-963-0100 Cell: Inspection For Inspections call: (970) 328-8755 Inspections: IVR PhoneEngineer(s) (970)704-0484All Service Septic Contractor(s)Phone Primary ContractorLicense Number DIRT DEVIL EXCAVATION (970)274-1533 Yes43-14 MCLAIN, HOLLY F. - ETAL MCLAIN, HOLLY F. - ETAL Permitted Construction / Details: Installation of the OWTS as described on the ALL SERVICE septic, LLC design in the report stamped, signed and dated August 26. 2014. The OWTS is designed to serve a two bedroom caretaker unit and a bathroom located in a barn. Absolutely no other wastewater from mechanical rooms, water softeners or horse wash areas is allowed to enter the OWTS. The OWTS consists of a 1,000 gallon two compartment concrete septic tank with an effluent filter on the outlet tee and 583 square feet of soil treatment area credit via the installation of 32 Infiltrator Quick 4 chambers in 4 shallow trenches with 9 chambers in each trench. The effluent will be distributed to the four trenches by a distribution box which will require periodic maintenance to assure equal flow is getting to each trench. The distribution box must contain flow equalization as required in Regulation 43 and the inlet must be one inch higher than the outlet pipes. The design engineer has been in consultation with the Licensed Systems Contractor regarding the objective of compacting the blocky caliche soils, if encountered, to assure a smooth and effective infiltrative surface. Contact the design engineer to conduct inspections and to certify it's proper installation. Certification of proper installation along with as-built drawings are required prior to using the system or occupying the caretaker unit. Office Copy September 29, 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: 800-225-6136 www.eaalecountv.us P.O. Box 179 500 Broadway Eagle, CO 81631 www.eaglecounty.us EAGLE COUNTY ZES - b R • ici -t n3 APPLICATION FOR ON -SITE WASTEWATER TREATMENT SYSTEM (OWTS) PERMIT INCOMPLETE APPLICATIONS MAY NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED) FEE SCHEDULE APPLICATION FEE FOR NEW OWTS OR MAJOR REPAIRS $800.00 MINOR REPAIR FEE 400.00 Fee includes the design review, permitting and maintenance of OWTS records Make all checks 11 payable to: Eagle County Treasurer Property Owner: �0�1 c_[�" . , Phone:is Owner Mailing Address: k844 Uoeu L�4}1— email: Professional Engineer: 1A . -2,+z Phone: 51 b - ` OLk- o 1k q Applicant / Contact Person: \, CIO- �1 h-�L. Phone: Licensed Systems Contractor Name / Company: �vA q3_/'r/ Contractor Mailing Address: Rv Q+-r `1 Vi . C" Contractor License #: C_„ %kt.z3 Contractor Phone Number: 91n- L7`A-ts 33 email: LL af-4 \ e-k` wU\,\,Z •f\,-V OWTS Permit Application is for: x New Installation Alteration Repair Tax Parcel Number: •23gI -_?'Z!i - 6\ - o l Z- Lot Size: 1 b . C)S't AC_ Assessor's Link: www.eaelecounty.us/aatiel Physical Address: k% `l y 0,ee...c C"",.�_ C,uZ. eJ co Legal Description: cw.a 4�� ao.�o�.� �2 �•t. 2 Lot- Z Building Type: k Residential / Single Family Number of Bedrooms: 0-- Residential / Multi Family Number of Bedrooms: Commercial / Industrial Type of Use: G tt, U *As of 06/27/2014, all systems require design by a Registered Professional Engineer Type of Water Supply: X Private Well X Spring If Public, Name of Supplier: Applicant Signature: s] &u'r, Surface Public mmm Office Use Only: OWTS PERMIT # 0 UTS _q_1q- /N-7U, 1LDING PERMIT # Amount Paid: ��J Receipt #: . �� Check #: &?_2 -5 3 Date: 1 DEPARTMENT OF ENVIRONMENTAL HEAL' (970)328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-61: www.eagiecounty.us APPLICATION I INCOMP HOLLY MCLAIN 1844 UPPER CATTLE CREEK RD. CARBONDALE, CO 81623 (970) 948-2151 embank. A110flMsenringyou• 6253 — L) $ le� , APPLICATION FEE FOR NEW OWTS OR MAJOR REPAIRS 40.40 MINOR REPAIR FEE 401�.0U Fee includes the design review, permitting and maintenance of OWTS records Make all checks payable to: Eagle County Treasurer Property Owner: V\0\\�, \ c_ —, , ,, Phone: OVA b - R V 1 - 01 0 0 Owner Mailing Address: \844 Qe e-., (,2,gs,— email: —a a,,. A . r-o"A Professional Engineer: 2.. a.,-,, 1A - ?may- Phone: Ix"I b - ` 01k- 0 1-kK4 Applicant / Contact Person: _ �i z,,t ,ti-�`. Phone: a'I o - q-L-1- y L n k Licensed Systems Contractor Name/ Company: _.. �`��-�� 1��ra.� r�• c�v.1 Contractor Mailing Address: �'n CZ.Y '1Vi Contractor License #: 35,41 Gu 411.Z3 Contractor Phone Number: ci ?o- z-t �-ts 33 email: e-hc. (�. wk�Uvi. •r'%c-V OWTS Permit Application is for: X New Installation Alteration Repair Tax Parcel Number: 23g t - Z'1 y - 6\ - a 1 ZLot Size: 1 b . b q A L. Assessor's Link: www.eaglecounty.us/uatie/ Physical Address: \ % `l y 0 f e..,c C- -A-L, iL, ,( � �l, e „�AF�� Co Legal Description: Lo%- 17 Building Type: "it- Residential / Single Family Number of Bedrooms: Residential / Multi Family Number of Bedrooms: Commercial / Industrial Type of Use: C U *As of 06/27/2014, all systems require design by a Registered Professional Engineer Type of Water Supply: X Private Well X Spring Surface Public If Public, Name of Supplier: Applicant Signature: c��-.-�� "_14v. c� � Date: f l L. ('`I Office Use Only: OWTS PERMIT# 0,y75--q-/q //gBUILD[NG PERMIT# /�*'170 � Amount Paid: Receipt #:� Check #: �� Date: DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaglecounty.us RAYMOND P. MERRY, REH Director December 9, 2014 Holly McLain 1844 Upper Cattle Creek RE:Final approval of septic permit OWTS-9-14-11470;Tax parcel #239127401012; Property location: 1844 Upper Cattle Creek Rd., El Jebel area Holly: This letter is to inform you that the above-referenced septic permit has been inspected and finalized.This permit was approved and sized for a 2 bedroom dwelling.Additional information about the maintenance your septic system needs as well as information about private wells can be accessed through web site links provided on the Environmental Health Department’s home page at http://www.eaglecounty.us/envHealth/ Be aware that changes in the use of your property or alterations of your building may require commensurate changes to,or relocation of,your septic system.Landscape features, trees with tap roots,irrigation systems and parking areas above the drain field can cause premature system failure.It is equally important that you notice and immediately repair dripping faucets and hissing toilets as this will certainly cause the system to fail.By following a few simple guidelines,like avoiding grease or other additives down the drain and making sure your septic tank is on a pumping schedule,your system has been designed to last for many years. If you have any questions regarding this information,please contact us at (970)328-8755 and reference the OWTS septic permit number. Sincerely, Terri Vroman Administrative Technician IV cc:OWTS permit folder December 6, 2014 Project No. C1087 Holly McLain moonrun@sopris.net Onsite Wastewater Treatment System (OWTS) Installation Observations Rumble Ridge CDU/Barn 1844 Upper Cattle Creek Road Eagle County, Colorado Private Wastewater System Permit No. OWTS 9-14-11470 Holly, ALL SERVICE septic, LLC observed the installation of the onsite wastewater treatment system (OWTS) on November 21 and December 4, 2014 for the subject property. Dirt Devil Excavation installed the system. The installation included a new 1000-gallon, two-compartment concrete septic tank with an effluent filter on the outlet tee. This filter must be cleaned annually, or as needed. Horse traffic is not anticipated over the septic tank; however, cast iron extension rings and covers were installed and are accessible from grade. Effluent gravity flows from the septic tank to a distribution box with flow regulators, accessible from grade, and then to four rows of 9 ‘Quick 4’ Infiltrator® chambers for a total of 36 ‘Quick 4’ Infiltrator® chambers and 432 square feet of infiltrative area. Trenches installed in the lighter colored consolidated horizon (caliche soils) were over-excavated 2-feet below the infiltrative area, replaced, and re-compacted in 1- foot lifts below the chambers. More than 6-feet of undisturbed soil were present between trenches. 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 OW TS in the future. Any additional OWTS construction must be according to the county regulations. LIMITS: 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 Reviewed By: Carla Ostberg, MPH, REHS Richard H. Petz, P.E. Installation of line from CDU to tank After backfill – note clean outs Clean out located outside of barn 1000-gallon, two-compartment Valley Precast septic tank Tank installed, looking north Looking south Inlet tee (before risers) Inlet (after risers) Effluent filter on outlet tee Conveyance pipe from tank to d-box Distribution box – filled with water at time of inspection to check for equal flow. Flow regulators installed. trench trench dbox trench trench 832‐R‐13‐002 August 26, 2014 Project No. C1087 Holly McLain moonrun@sopris.net Subsurface Investigation and Onsite Wastewater Treatment System Design Barn / Caretaker Dwelling Unit 1844 Upper Cattle Creek Road Eagle County, Colorado Holly, ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design to serve a Barn and Caretaker Dwelling Unit (CDU) on the subject residence. The property is located outside of Basalt, in an area where OWTSs and wells are necessary. SITE CONDITIONS The area of the property where the above mentioned development is proposed consists of an undeveloped, open field area. There is an existing waterline that serves sprinkler systems on the property, which will be removed. The proposed CDU will have 2 bedrooms. The proposed barn will have a toilet, sink and shower for the resident of the CDU. The barn will also have a toilet and sink for non- residents of the property. Native grasses exist in the area of the proposed soil treatment area (STA). The potable water source for the CDU and barn will be greater than 100-feet from the proposed STA. SUBSURFACE The subsurface was investigated on August 3, 2014 by digging one 7-foot and one 8-foot soil profile test pit excavations (Test Pits#1 and #2, respectively). A soil sample was taken from Test Pit #1, approximately 3- feet below grade. A gradation and hydrometer analysis was run by HP Geotech and results are detailed in a report dated August 11, 2014, Job No 114 021P. The materials encountered in Test Pit #1 consisted of moist, dark brown, loamy topsoil to 2-feet, underlain by light brown to white gravelly sandy loam with strong structure, blocky shape, firm to extremel y firm consistence to 3.5-feet, underlain by light reddish brown silty sand with large basalt boulders to a maximum depth explored of 7.0-feet. No bedrock or groundwater was encountered. The materials encountered in Test Pit #2 consisted of moist, dark brown to reddish brown loam. No bedrock or groundwater was encountered. The gradation and hydrometer analysis from Test Pit #1 performed by HP Geotech shows the soil consists of 30% gravel, 40% sand, 24% silt and 6% clay. The USDA soil type is classified as Gravelly Sandy Loam. A long term acceptance rate (LTAR) of 0.6 gallons per square foot, will be used to design the OWTS, in accordance with Table 10-1 Soil Type 1 presented in the Eagle County On- Site Wastewater Treatment System Regulations, adopted May 13, 2014. Page 2 Test Pits observed August 3, 2014 Test Pit #1 Test Pit #2 DESIGN SPECIFICATIONS The OWTS design is based on 2-bedrooms in the CDU and 50 gallons of additional flow for fixtures in the Barn. A wastewater flow of 350 gallons/day will be used to design the system (design details are included in W4.0). The system installation will include a new 1000-gallon, two-compartment concrete septic tank with an effluent filter on the outlet tee. Horse traffic is not anticipated over the septic tank; however, we recommend cast iron extension rings and covers, accessible from grade. We also recommend Schedule Page 3 40 sewer pipe covered with blue board insulation from the house to the septic tank and from the septic tank to the distribution box to protect the lines in the case of occasional horse traffic. Effluent will gravity flow from the septic tank to a distribution box, accessible from grade, and then to four rows of 9 ‘Quick 4’ Infiltrator® chambers for a total of 32 ‘Quick 4’ Infiltrator® chambers and 432 square feet of infiltrative area. If the infiltrative area is in the lighter colored consolidated horizon, this material must be over-excavated 2-feet below the infiltrative area, replaced, and re-compacted in 1-foot lifts below the chambers. Trenches should be as shallow as possible, but under the topsoil horizon. The component manufacturers are typical of applications used by contractors and engineers in this area. Alternatives may be considered or recommended by contacting our office. Construction must be according to Eagle County On-Site Wastewater Treatment System Regulations, the OWTS Permit provided by Eagle County Environmental Health Department, and this design. REVEGETATION REQUIREMENTS An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire disturbed are of the OWTS installation. A mixture of native grass seed that has good soil stabilizing characteristics (but without taproots), provides a maximum transpiration rate, and competes well with successional species. No trees or shrubs, or any vegetation requiring regular irritation shall be plated over the area. Until vegetation is reestablished, erosion and sediment control measures shall be implemented and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation cover. OPERATION INFORMATION AND MAINTENANCE The property owner shall be responsible for the operation and maintenance of each OWTS servicing the property. The property owner is responsible for maintaining service contracts for manufactured units, alternating absorption systems, and any other components needing maintenance. Geo-fabrics or plastics should not be used over the absorption area. No heavy equipment, machinery, or materials should be placed on backfilled absorption area. Livestock should not graze on the absorption area. 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 STA. The homeowner should pump the septic tank every two years, or as needed gauged by measurement of solids in the tank. 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 OWTS. The OWTS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, air release valves and weep holes must be installed to allow pump lines to drain to minimize risk of freezing. Excavation equipment must not drive in excavation of the STA due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Backfill over the STA must be uniform and granular with no material greater than minus 3-inch. Page 4 INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC must view the OWTS during construction. The OWTS observation should be performed before backfill, after placement of OWTS components. 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 OWTS construction must be according to the county regulations. Requirements not specified in this report must follow applicable county regulations. The contractor should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Licensing of Systems Contractors may be required by county regulation. Please call with questions. Sincerely, ALL SERVICE septic, LLC Reviewed By: Carla Ostberg, MPH, REHS Liability Clause: Under no circumstances whatsoever shall the liability of ALL SERVICE septic, LLC, in connection with any contract, directly or indirectly, exceed the total amount paid by the client to ALL SERVICE septic, LLC for the service s and/or goods which are the subject of the contract in connection with which the liability arises.