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Home My WebLink About1088 McLaughlin Rd - 247106307014Work Classification: NewPermit 10109 WILDWOOD RAOD KENSINGTON MD 20895- 10109 WILDWOOD RAOD KENSINGTON MD 20895- Address Owner Information Permit Status: Active Project Address 247106307014 Permit Type: OWTS Permit Permit NO. OWTS-1-11-5674 Expires: 12/30/2011 Issue Date: 9/1/2011 Parcel No. 001088 MCLAUGHLIN LN BASALT AREA, CO 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: (202)438-9812 Cell: Inspection For Inspections call: (970) 328-8755 Inspections: IVR OWTS Final Inspection 095 PhoneEngineer(s) (970)618-5033ALL SERVICE SEPTIC Contractor(s)Phone Primary ContractorLicense Number DAVID RIPPY CONSTRUCTION (970)989-5014 Yes53-11 JERRY HALES Permitted Construction / Details: Install as per All Service Septic project number 1707, design dated May 15, 2010. This design is adequate for a maximum of 3 bedrooms. Installation is granted for a 1250 gallon two-compartment, precast concrete tank with an effluent filter on the outlet. Due to the rocky/gravelly soils noted in the HP Geotech soil report, a soil profile hole must be observed by the design engineer, prior to construction. Depending on soil conditions noted by the engineer after observing a soil profile hole, a minimum of 6 inches of screened on-site material or sand may be required to be placed in each trench to aid in effluent treatment. The engineer must document his findings and what changes to the design are necessary, if any. The leach field shall consist of 4 shallow trenches, with 15 chambers per trench for a total of 60 Quick 4 standard Infiltrator chambers. Please contact the design engineer and Eagle County Environmental Health if you choose to install any other type chamber other than the Quick 4 standard Infiltrator chamber. Maintain all required setbacks. Do not install in wet or frozen conditions. Call Eagle County Environmental Health (970) 328-8755, and the design engineer for a final inspection, prior to covering any portion of the system. In order to receive final approval, the engineer must provide the final certification letter which details the system installation including any soil amendment needed due to rocky/gravelly conditions, photographs of the installation and as-built drawings of the system. Issued by: Environmental Health Department, Eagle County, CO September 01, 2011 Date Customer Copy Terri Vroman 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 10109 WILDWOOD RAOD KENSINGTON MD 20895- 10109 WILDWOOD RAOD KENSINGTON MD 20895- Address Owner Information Permit Status: Active Project Address 247106307014 Permit Type: OWTS Permit Permit NO. OWTS-1-11-5674 Expires: 12/30/2011 Issue Date: 9/1/2011 Parcel No. 001088 MCLAUGHLIN LN BASALT AREA, CO 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: (202)438-9812 Cell: Inspection For Inspections call: (970) 328-8755 Inspections: IVR OWTS Final Inspection 095 PhoneEngineer(s) (970)618-5033ALL SERVICE SEPTIC Contractor(s)Phone Primary ContractorLicense Number DAVID RIPPY CONSTRUCTION (970)989-5014 Yes53-11 JERRY HALES Permitted Construction / Details: Install as per All Service Septic project number 1707, design dated May 15, 2010. This design is adequate for a maximum of 3 bedrooms. Installation is granted for a 1250 gallon two-compartment, precast concrete tank with an effluent filter on the outlet. Due to the rocky/gravelly soils noted in the HP Geotech soil report, a soil profile hole must be observed by the design engineer, prior to construction. Depending on soil conditions noted by the engineer after observing a soil profile hole, a minimum of 6 inches of screened on-site material or sand may be required to be placed in each trench to aid in effluent treatment. The engineer must document his findings and what changes to the design are necessary, if any. The leach field shall consist of 4 shallow trenches, with 15 chambers per trench for a total of 60 Quick 4 standard Infiltrator chambers. Please contact the design engineer and Eagle County Environmental Health if you choose to install any other type chamber other than the Quick 4 standard Infiltrator chamber. Maintain all required setbacks. Do not install in wet or frozen conditions. Call Eagle County Environmental Health (970) 328-8755, and the design engineer for a final inspection, prior to covering any portion of the system. In order to receive final approval, the engineer must provide the final certification letter which details the system installation including any soil amendment needed due to rocky/gravelly conditions, photographs of the installation and as-built drawings of the system. Office Copy September 01, 2011 Issued by: Environmental Health Department, Eagle County, CO Date Terri Vroman 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 Eagle (970) 328-8755 Fax: (970) 328-8788 El Jebel (970) 704-2700 TOLL FREE: 800-225-6136 EAGLE COUNTY -14N �N�1177'10&,� 2p P 0 46�1l 500 BroadEagle, CO 81fi '/?;p- C www.eaglecounty.us ENT APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ISDS Permit # I —11— 61,V- Building Permit # CS � 1— i - S lv ✓�� INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED) FEESCHEDULE APPLICATION FEE $a79-9 ?V=- az) This fee includes the ISDS 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 $55.00. Make all remittance payable to: Eagle County Treasurer. Property Owner: 3�`f k (5 J&TSy )14Ap_jL_ EY Phone: 2Q`Z-�� fj�- Mailing Address: �o\off [�i�warfl "AZ MA ZaSq Applicant/Contact Person: Phone: R?1? -y+7. 1 SI'? Licensed Systems Contractor: Company/DBA: Mailing Address: License # Phone: Permit Application is for: iX, New Installation r- Alteration r Repair Location of Proposed Individual Sewage Disposal System: Legal Description: Lo-F 3 al F—O&N 5 K�-ES Tax Parcel Number: 2-A- 7 f OcAc,3 0-1 o 1.4 Assessor's Link: www.eaalecounty.us/patie/ Lot Size: J. co 4 ^e-- Physical Address: 10g5 e- L O L—A,Jf Building Type: Residential/Single Family Number of Bedrooms: r` Residential/Multi Family Number of Bedrooms: F- Commercial/Industrial* Type of Use: *These systems require design by a Registered Professional Engineer Type of Water Supply: I- Private Well I- Spring r Surface XPublic If Public Name of Supplier : t 's Applicant Signature : �7_ Q i _j_ Office Use Only Amount Paid:96 , Receipt#: Check#: Date: April 30th, 2012 Project No. 1707 Jordan Architects Hales and Marilley Residence 410 20th Street, Suite 204 Glenwood Springs, CO 81601 Installation Observations, Proposed 3-Bedroom Residence Lot 39, Ruedi Shores Eagle County, Colorado Jordan, ALL SERVICE septic, LLC performed installation observations on September 22nd 2011 for the subject property. The installation included a 1250-gallon, two-compartment precast concrete septic tank with an effluent filter on the outlet, followed by 593 square feet of drain field. The drain field consisted of 4 rows of 12 chambers, for a total of 48 gravelless ‘Bio-Difuser-ARC36’ chambers. Serial distribution was used to distribute effluent throughout the drain field. The OWS 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 OWS. LIMITS: The observations were based on our site visits and information submitted by client. If conditions are different from conditions described in this letter, ALL SERVICE septic, LLC should be notified. All additional OWS construction must be according to the county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Please call with questions. Sincerely, ALL SERVICE septic, LLC Reviewed By: Timothy R. Petz Richard H. Petz, P.E. Copy emailed to Jordan Arch Copy sent to Eagle County April 30th, 2012 Project No. 1707 Jordan Architects, Hales and Marilley Residence 410 20th Street, Suite 204 Glenwood Springs, CO 81601 Installation Observations, Proposed 3-Bedroom Residence Lot 39, Ruedi Shores Eagle County, Colorado Jordan, ALL SERVICE septic, LLC performed installation observations on September 22nd 2011 for the subject property. The installation included a 1250-gallon, two-compartment precast concrete septic tank with an effluent filter on the outlet, followed by 593 square feet of drain field. The drain field consisted of 4 rows of 12 chambers, for a total of 48 gravelless ‘Bio-Difuser-ARC36’ chambers. Serial distribution was used to distribute effluent throughout the drain field. It was indicated by soils engineer that some large material may exist during excavation. Sparse large material was encountered, and any that was, was removed. Existing sandy soils were placed in voids where large material was encountered. Backfill material was appropriate, and was placed per specifications. The OWS 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 OWS. LIMITS: The observations were based on our site visits and information submitted by client. If conditions are different from conditions described in this letter, ALL SERVICE septic, LLC should be notified. All additional OWS construction must be according to the county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Please call with questions. ALL SERVICE septic, LLC Reviewed By: Timothy R. Petz Richard H. Petz, P.E. 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Ielnbuegns : 'pal `Islow 'asuop o; asuap wnlpaw 'Apuas 'A,?Ael0 'sjapinal leuom000 pue sal jqoo t4gm ,'(3J)13/ vyo •� -�oelq 'Isrow 'w"I 'Ills pue I(ela pues olue134 :1108d0i :GN3031 OG 0� r'�• f�• Q zti=ooe- ,' Q 'D " SOL=aQ Ld= , r- s a' 0'6L=oM '� $5 b+ w'• 3 t r - itif =OM L'0 bt 0 0 .ZL6 ='n313 D86 =-IG 13 966 ='nT3 £ ild Z lld I G lld L d tiNE 'IN I NvSI :8 0 l 0 6 'S 'AIN S310H ISM NO11tf10C)83d QNd i°°i'"�w�°o w�oa-w+oM�H 1. am .d Slid A801Vd0ldX3 dI 0 NOi1d0Ol w b`LLO Qb G m r ' iov = n� 3` IOS 31` NIXOUddb LS l07 tti 101 0L6 998 90 C -ON sor HOaOAO are ov iol 046 9 A tiZH 'IN Avs�:8 E06 's 'A'A May 15, 2010 Project No. 1707 Jordan Architects Hales and Marilley Residence 410 20th Street, Suite 204 Glenwood Springs, CO 81601 Onsite Wastewater System Design, Proposed 3-Bedroom Residence Lot 39, Ruedi Shores Eagle County, Colorado ALL SERVICE septic,LLC evaluated the subsurface investigation prepared by HP Geo-tech and prepared an onsite wastewater system (OWS)design for the subject residence.The property is located in Ruedi Shores,Eagle County Colorado,in an area where OWS are necessary.Water is provided by the local water District. This letter is to be used in conjunction with plans provided. SITE CONDITIONS A 3-bedroom residence is proposed as indicated.The property is vacant and slopes approximately 10% to the southwest. Vegetation consists of native grasses and sparse evergreen and aspen trees. SUBSURFACE The subsurface was investigated by HP Geo-tech by excavating one Profile Pit and three percolation holes as indicated on attached plans.HP Geo-tech indicated the test has a 6-inch topsoil layer, underlain by sandy with scattered rocks to the maximum depth explored of 8 feet.Groundwater or bedrock was not encountered.Percolation rates ranged from 1 to 39 minutes per inch (MPI).An LTAR of 0.6 will be used to design the OWS. DESIGN SPECIFICATIONS The OWS design is based on 3-bedrooms and an average sewage load of 450 GPD.The installation must include a 1250-gallon,two-compartment,precast concrete septic tank,with the addition of an effluent filter on the outlet.Tank alternatives may be considered.Four gravelless chamber trenches must be installed as indicated.Four rows of 15 ‘Quick 4’chambers,for a total of 60 chambers,and 593 square feet (SF)of infiltrative area,are required.Serial distribution should be used to distribute effluent. Construction must be according to the county ISDS regulations,the septic permit provided by Eagle County Environmental Health Department,and this design.This design for the subject property, noted above, is valid only in conjunction with the approved County Health Department permit. Onsite Wastewater Systems Page 2 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 during and prior to 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 OWS. For Example,a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a drain field. The homeowner should pump the septic tank every two years and clean the effluent filter as needed. Garbage disposal use should be minimized,and non-biodegradable materials should not be placed into the OWS.Grease should not be placed in household drains.Loading from a water softener should not be discharged into the OWS.No hazardous wastes should be directed into the OWS. Mechanical room drains should not discharge into the OWS.The OWS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump,air release valves and weep holes should be installed to allow pump lines to drain to minimize risk of freezing.Excavation equipment must not drive in excavation of drain field due to the potential to compact soil.Extensions should be placed on all septic tank components to allow access to them from existing grade.Precast concrete tanks and distribution boxes should be used,unless plastic or fiberglass is required.Septic tank risers should extend to grade.Access to all tank compartments and distribution devices is optimal. INSTALLATION OBSERVATIONS ALL SERVICE septic,LLC,and the county must view the OWS during construction.The OWS observation should be performed before backfill,after placement of chambers and distribution pipes. Septic tanks,distribution devices,pumps,dosing siphons,and other plumbing,as applicable,must also be observed.ALL SERVICE septic,LLC should be notified 48 hours in advance to observe the installation. 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. Onsite Wastewater Systems Page 3 Please call with questions. Sincerely, ALL SERVICE septic, LLC Reviewed By: Timothy R. 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