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Home My WebLink About343 Pine Marten Wy - 210716203008Work Classification: NewPermit PO Box 8928 Avon CO 81620- Address Owner Information Permit Status: Active Project Address 210716203008 Permit Type: OWTS Permit Permit NO. OWTS-6-15-12701 Expires: 10/1/2015 Issue Date: 6/3/2015 Parcel No. 343 PINE MARTEN WY 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: Cell: (970)390-2223 Inspection For Inspections call: (970) 328-8755 Inspections: IVR OWTS Final Inspection 095 PhoneEngineer(s) (970)926-9088LKP Engineering, Inc Contractor(s)Phone Primary ContractorLicense Number SPIEGEL CONSTRUCTION (970)904-0694 Yes28-15 SPIEGEL CONSTRUCTION (970)904-0694 Yes28-15 HENRY REED Permitted Construction / Details: Installation of the OWTS exactly as depicted in the LKP Engineering, Inc, design dated, signed and stamped May 29, 2015. System is designed to serve a 5 bedroom residence. System consists of a 1,500 gallon, two compartment, Front Range Precast septic tank and 1,250 square feet of soil treatment area credit (prior to adjustments for using chambers) via 73 Infiltrator Quick 4 chambers installed in 4 shallow trenches as shown on the design drawing. Be sure to follow the engineer's instructions for trench bottom mitigation should basalt rocks be encountered during construction. Contact the design engineer to conduct all inspections necessary to certify the system and to prepare the as-built drawings. System certification along with the as-built drawing and photos are required to be submitted to, and approved by, Eagle County Environmental Health prior to the use of the system or occupancy of the dwelling. Issued by: Environmental Health Department, Eagle County, CO June 11, 2015 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 PO Box 8928 Avon CO 81620- Address Owner Information Permit Status: Active Project Address 210716203008 Permit Type: OWTS Permit Permit NO. OWTS-6-15-12701 Expires: 10/1/2015 Issue Date: 6/3/2015 Parcel No. 343 PINE MARTEN WY 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: Cell: (970)390-2223 Inspection For Inspections call: (970) 328-8755 Inspections: IVR OWTS Final Inspection 095 PhoneEngineer(s) (970)926-9088LKP Engineering, Inc Contractor(s)Phone Primary ContractorLicense Number SPIEGEL CONSTRUCTION (970)904-0694 Yes28-15 SPIEGEL CONSTRUCTION (970)904-0694 Yes28-15 HENRY REED Permitted Construction / Details: Installation of the OWTS exactly as depicted in the LKP Engineering, Inc, design dated, signed and stamped May 29, 2015. System is designed to serve a 5 bedroom residence. System consists of a 1,500 gallon, two compartment, Front Range Precast septic tank and 1,250 square feet of soil treatment area credit (prior to adjustments for using chambers) via 73 Infiltrator Quick 4 chambers installed in 4 shallow trenches as shown on the design drawing. Be sure to follow the engineer's instructions for trench bottom mitigation should basalt rocks be encountered during construction. Contact the design engineer to conduct all inspections necessary to certify the system and to prepare the as-built drawings. System certification along with the as-built drawing and photos are required to be submitted to, and approved by, Eagle County Environmental Health prior to the use of the system or occupancy of the dwelling. Office Copy June 11, 2015 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 February 19, 2016 Henry Reed PO Box 8928 Avon, CO 81620 Henry_reed@yahoo.com RE: Final approval of septic permit OWTS-6-15-12701; Tax parcel #210716203008; Property location: 343 Pine Martin Way, Cordillera area Henry: 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 total capacity for 5 bedrooms. Additional information about the maintenance your septic system needs 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 electronic permit folder Energov electronic file LKP Engineering – Project 13-2908 DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaglecounty.us RAYMOND P. MERRY, REHS Director September 14, 2015 Mr. Henry Reed P.O. Box 8928 Avon, CO 81620 E-mail: Kurt@launchliving.com RE: Inspection of Septic System Installation Reed Residence Lot 13, Block 1, Cordillera Filing No. 36 343 Pine Marten Way Eagle County, Colorado Project No. : 13-2908 - OWTS-6-15-12701 Dear Henry: At the request of Chris Spiegel, on October 1 and 5, 2015 , we visited the construction site on Lot 13, Block 1, Cordillera Filing No. 36, 343 Pine Marten Way, Eagle County, Colorado. The purpose of our site visits was to inspect the installation of the septic system. They installed the system in overall compliance with the septic system design, Drawing No. 13-2908owts.dwg, last revised May 29, 2015, and as shown on the attached as-built sketch. At the time of the inspection we observed the following: They installed a 1500-gallons, two compartments, concrete septic tank. One cleanout was constructed between the septic tank and the building. The effluent line from the tank to the leachfield was about 43.5 feet, 4-inch diameter, sdr35 pipe. Seventy-three, Q-4 Plus, Standard Infiltrator Chambers were installed in four trenches. There were nineteen (19) infiltrators in each of the first three trenches, and sixteen (16) chambers in the fourth trench. There was a minimum of six feet separation between the trenches. In the first and last infiltrator of each trench, inspection ports were installed. The infiltrators were connected with serial distribution. There is no other warranty either expressed or implied. If you have any questions, please do not hesitate to call. Sincerely, LKP Engineering, Inc. Luiza Petrovska, PE Enclosure cc: Eagle County Environmental Health Department, E-mail: Terri.Vroman@eaglecounty.us J:\_WP X4-LKP\2013\13-2908OSIQ4Plus.wpd P.O. Box 724, Eagle, CO 81631 Tel. (970) 926-9088 May 18, 2015 Mr. Henry Reed P.O. Box 8928 Avon, CO 81620 RE: Soil and Site Evaluation Lot 13, Block 1, Cordillera Filing No. 36 343 Pine Marten Way Eagle County, Colorado On November 18 and 19, 2013, we visited Lot 13, Block 1, Cordillera Filing No. 36 343 Pine Marten Way, Eagle County, Colorado. Lot 13 is a 2.297 acre parcel of land located on the south side of Pine Marten Way in Cordillera at the Summit, Eagle County, Colorado. The lot is about 1800 feet northwest from the intersection of Pine Marten Way and The Summit Trail. The purpose of our site visits was to select the most suitable site available on the lot for the proposed septic system, down gradient from the proposed building site. !Preliminary Investigation G Address: 343 Pine Marten Way, Eagle County, Colorado G Legal Description: Lot 13, Block 1, Cordillera Subdivision, Filing No. 36 G Existing Structures: There were no existing structures on the property at the time of our site visit G Location of existing and proposed wells on property: There were no wells on the property and none are proposed. G ECEHD records G Topography: The topography of the property is moderate with an average slope of about 8 percent. Drainage is to the west. G Soil Data: The soil encountered in the profile hole consisted of two feet of topsoil underlain by 4.5 feet of grayish-brown matrix of slightly clayey sand with basalt rocks of cobble size. Ground water was not encountered at the time of our site visit. G Location of applicable setbacks in Table 7-1 !Reconnaissance G Landscape position: The proposed leachfield site will be located in a back yard, northwest of the proposed residence. G Topography: The topography of the proposed leachfield site is moderate and the trenches will run along the contours. G Vegetation: The vegetation of the proposed leachfield site consisted of sage brush. P.O. Box 724, Eagle, CO 81631 www.lkpengineering.com Reed Residence Septic Report May 18, 2015 Project No. 13-2908 Page 2 of 3 G Natural and cultural features: On the south side of the lot there is a golf course. There are no natural features. G Current and historic land use: Cordillera is an unincorporated community. Current use is rural residential. Based on available records, the property has been used as a ranch for grazing cattle. !Detailed Soil Investigation G Visual and tactile evaluation of two or more soil profile test pit excavation; OR G Percolation tests plus one or more soil profile holes or one or more profile test pit excavations: One profile hole was excavated and three percolation holes were dug, presoaked and a perc test was run the following day. !Report and Site Plan G Name, address, telephone number, email address, and credentials and qualification of individual who conducted site evaluation: This site evaluation was completed by Luiza Petrovska, PE, of LKP Engineering, Inc. LKP Engineering, Inc. Is located at 67 Robins Egg Lane, Eagle, Colorado. The phone number is 970-926-9088 and Luiza’s email is luiza@lkpeng.com G Dates of preliminary and detailed evaluation: November 18 and 19, 2013. G A graphic soil log, to scale: Attached G Setback distances in Table 7-1: Public Water - no well, Leachfield to building 20'+, building to septic tank 6'+, Leachfield to property lines10'+. G Setback distances in Table 7-2: From STA to restrictive area 4+. G A drawing (to scale) with complete property boundary lines on minimum of 8.5 x 11" #Label profile test pits/holes #North Arrow #Graphic scale #Horizontal and vertical reference points of proposed STA #Contours OR slope direction and % slope #Location of any visible or known unsuitable, disturbed, or compacted soils #The proposed elevation of the infiltrative surface of the STA from benchmark or ground surface LKP Engineering, Inc. Reed Residence Septic Report May 18, 2015 Project No. 13-2908 Page 3 of 3 G Anticipated construction related issues: Might encounter larger basalt rocks. If that happens, remove the rocks and fill the void area with sand or bypass them with a 6-foot length of a 4-inch sch40 PVC and start the trench again. G Assessment of known or foreseeable land use changes expected to affect the system performance: None known. G Narrative explaining difficulties encountered during site evaluation: Several areas were investigated due to shallow basalt rocks. Location of setbacks, profile hole and percolation holes are shown on the septic system design. The percolation test results and a graphic soil log are appended to this report. Sincerely, LKP Engineering, Inc. Luiza Petrovska, PE Enclosure J:\_WP X4-LKP\2013\13-2908Soil-eval.wpd LKP Engineering, Inc.LKP Engineering, Inc. L K P E N G I N E E R I N G , I N C . P .O . B o x 2 8 3 7 E d w ar d s, C O 8 1 6 3 2 -2 8 3 7 (9 7 0 ) 9 2 6 -9 0 8 8 F ax (9 7 0 ) 9 2 6 -9 0 8 9 PERCOLATION TEST RESULTS C lie n t :Mr. Henry Reed Reed Capital & Development, Inc. P.O. Box 8928 Avon, CO 81620 L o c a tio n :Lot 13, Block 1, Cordillera Filing No. 36 343 Pine Marten Way E ag le C o u n ty , C o lo ra d o P r o je c t N o . : 1 3 -2 9 0 8 P -1 P -2 P -3 T IM E /D E P T H 2 1 "2 2 "1 9 " 1 1 :0 0 a m 5 -1 1 /1 6 "-5 -5 /1 6 "-4-4 /1 6 "- 1 1 :1 0 a m 6 -1 4 /1 6 "1 -3 /1 6 "8 -1 2 /1 6 "3 -7 /1 6 "6 -1 1 /1 6 "2 -7 /1 6 " 1 1 :2 0 a m 7 -1 4 /1 6 "1 "1 0-9 /1 6 "1 -1 3 /1 6 "8 -1 /1 6 "1 -6 /1 6 " 1 1 :3 0 a m 8 -8 /1 6 "1 0 /1 6 "1 2 "1 -7 /1 6 "9 -1 /1 6 "1 " 1 1 :4 0 a m 9 -2 /1 6 "1 0 /1 6 "1 3 "1 "9 -1 4 /1 6 "1 3 /1 6 " 1 1 :5 0 a m 9 -1 1 /1 6 "9 /1 6 "1 4 -3 /1 6 "1 -3 /1 6 "1 0-1 0 /1 6 "1 2 /1 6 " 1 2 :0 0 p m 1 0 -3 /1 6 "8/1 6 "1 5 "1 3 /1 6 "1 1 -3 /1 6 "9 /1 6 " 1 2 :1 0 p m 1 0 -1 2 /1 6 "9/1 6 "1 5 -1 3 /1 6 "1 3 /1 6 "1 1 -1 2 /1 6 "9 /1 6 " 1 2 :2 0 p m 1 1 -4 /1 6 "8/1 6 "1 6 -1 0 /1 6 "1 3 /1 6 "1 2 -5 /1 6 "9 /1 6 " 1 2 :3 0 p m 1 1 -1 2 /1 6 "8/1 6 "1 7-4 /1 6 "1 0 /1 6 "1 2 -1 4 /1 6 "9 /1 6 " 1 2 :4 0 p m 1 2 -2 /1 6 "6/1 6 "1 7 -1 3 /1 6 "9 /1 6 "1 3 -4 /1 6 "6 /1 6 " 1 2 :5 0 p m 1 2 -8 /1 6 "6/1 6 "1 8-7 /1 6 "1 0 /1 6 "1 3 -1 1 /1 6 "7 /1 6 " 1 :0 0 p m P E R C R A T E 2 4 M IN /IN C H 1 7 M I N /IN C H 2 2 M IN /IN C H A V G P E R C A V E R A G E P E R C O L A T IO N R A T E = 2 1 M IN U T E S P E R IN C H A v e ra g e P e rc o la tio n H o le D ia m e te r: 1 1 " H o le s D u g an d P re s o a k ed : 1 1 -1 8 -2 0 1 3 T es t R u n : 1 1 -1 9 -2 0 1 3 S o il P ro file :0 -2 ' T o p so il 2 -6 .5 ' G ra y ish b r o w n , s lig h tly c la y e y , sa n d y m a trix w ith b as a lt ro c k s o f c o b b le size N o g r o u n d w ater e n co u n te re d T e st R un B y K ir il P e trov sk i