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Home My WebLink About21650 Hwy 6 - 193925101001Work Classification: NewPermit 2825 NW GRAND BLVD APT 24 OKLAHOMA CITY OK 73116-4024 Address Owner Information Permit Status: Active Project Address 193925101001 Permit Type: OWTS Permit Permit NO. OWTS-5-16-14727 Expires: 10/12/2016 Issue Date: 6/14/2016 Parcel No. 21650 HWY 6 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: (405)418-0100 Cell: 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 T NOTTINGHAM CONSTRUCTION AND EXCAVATION (970)471-2711 Yes50-16 MCCORD, RON MCCORD, RON MCCORD, RON Permitted Construction / Details: Installation of the OWTS exactly as depicted in the LKP Engineering, Inc. design drawing stamped, signed and dated March 29, 2016 by Luiza Petrovska, PE. System consists of a 1,000 gallon Valley Precast two compartment septic tank and 375 square feet of soil treatment area (prior to applying the 30% adjustment for using chambers) via the installation of 22 Infiltrator Quick 4 Plus Standard chambers arranged in two shallow trenches that are serially connected with 11 chambers per trench. Contact the design engineer and Eagle County Environmental Health to conduct inspections prior to covering any component of the system. Final certification of proper installation along with as-built drawings and photos must be submitted by the design engineer to Eagle County Environmental Health for approval prior to the use of the system or occupancy of the residence. Issued by: Environmental Health Department, Eagle County, CO September 26, 2016 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 2825 NW GRAND BLVD APT 24 OKLAHOMA CITY OK 73116-4024 Address Owner Information Permit Status: Active Project Address 193925101001 Permit Type: OWTS Permit Permit NO. OWTS-5-16-14727 Expires: 10/12/2016 Issue Date: 6/14/2016 Parcel No. 21650 HWY 6 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: (405)418-0100 Cell: 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 T NOTTINGHAM CONSTRUCTION AND EXCAVATION (970)471-2711 Yes50-16 MCCORD, RON MCCORD, RON MCCORD, RON Permitted Construction / Details: Installation of the OWTS exactly as depicted in the LKP Engineering, Inc. design drawing stamped, signed and dated March 29, 2016 by Luiza Petrovska, PE. System consists of a 1,000 gallon Valley Precast two compartment septic tank and 375 square feet of soil treatment area (prior to applying the 30% adjustment for using chambers) via the installation of 22 Infiltrator Quick 4 Plus Standard chambers arranged in two shallow trenches that are serially connected with 11 chambers per trench. Contact the design engineer and Eagle County Environmental Health to conduct inspections prior to covering any component of the system. Final certification of proper installation along with as-built drawings and photos must be submitted by the design engineer to Eagle County Environmental Health for approval prior to the use of the system or occupancy of the residence. Office Copy September 26, 2016 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 September, 18th 2017 Ron McCord. 21650 Hwy 6. Eagle County, Colorado RE: Final approval of the: Septic System Installation, OWTS-5-16-14727 Property location: 21650 Highway 6, Eagle County, Colorado. Mr. Ron McCord: This letter is to inform you that the above-referenced, OWTS-5-16-14727 permit, has been inspected and finalized. This permit was approved and sized for a total capacity of two bedrooms. Additional information about the maintenance your septic system needs can be accessed through our website links, provided on the Environmental Health Department’s septic system resource page. 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. Best Regards, Giovanna Harkay Administrative Technician IV DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaglecounty.us RAYMOND P. MERRY, REHS Director March 30, 2016 Brian Beckett Becket Custom Homes P.O. Box 403 Wolcott, CO 81655 brian@beckettcustomhomes.com RE: Soil and Site Evaluation Lot 8, Red Mountain Ranch Fil No. 4 Canyonwoods 21650 U.S. Hwy 6, near Wolcott Eagle County, Colorado Project NO. 15-3073 On November 13 and 23, 2015, we visited the property on Lot 8, Red Mountain Ranch Fil No. 4, Canyonwoods, 21650 U.S. Hwy 6, near Wolcott, Eagle County, Colorado. The purpose of our site visits was to select the most suitable site available on the property that meets the criteria of OWTS #43, for a septic system for the proposed McCord Residence on Lot 8. The site is a 1.805 acre parcel of land at 21650 U.S. Hwy 6, near Wolcott, approximately 4 miles east from the Highway 6 exit at the Town of Eagle roundabout, Eagle County, Colorado. !Preliminary Investigation G Address: 21650 U.S. Hwy 6, near Wolcott, Eagle County, Colorado G Legal Description: Amended Final Plat, a Resubdivision of Lot 1 and Lot 2, Block 1, Lake Creek Meadows, Eagle County, Colorado G Existing Structures: There were no structures on Lot 8. G Location of existing and proposed wells on property: The well is located between lots 7 and 8, about midpoint of the property line. G ECEHD records: There are no existing septic systems on Lot 8. G Topography: The topography of the property is flat to moderate with about 5 percent slope north to south. To the south of the property is Eagle River. There is a bank that drops about 10 feet down to the river. The leachfield will be located on the lower portion of the lot, at about 100 feet away from the river. G Soil Data: The average percolation test was 15 mpi and a tactile test results from the profile hole (Test Pit No. 2 on the plan) had a LTAR of 0.8 gpd/sf. The soil encountered in the profile hole consisted: 0 to 1' topsoil with roots 1' to 5' reddish brown, silty sand 5' to 9.5' reddish brown silty, sandy clay 9.5' to 10.5' grayish sand, moist No ground water or bedrock encountered P.O. Box 724, Eagle, CO 81631 Tel: 970-926-9088 Proposed McCord Residence March 30, 2016 Project No. 15-3073 2 G Location of applicable setbacks in Table 7-1: The proposed septic tank is about 10 feet away from the house, 11 feet away from the leachfield. The leachfield is about 26 feet away from the property line, at 29 feet away from the house, and about 198 feet away from the well and about 100 feet away from the river. !Reconnaissance G Landscape position: The proposed leachfield site will be located on a linear slope, along the contours, in the side yard of the proposed residence. G Topography: The topography of the proposed leachfield site is moderate to flat and the trenches will run along the contours. G Vegetation: The vegetation of the proposed leachfield site consisted of mostly grass and cottonwood trees. There was also snow on the ground G Natural and cultural features: There is a drainage ditch running along the road. Eagle River runs along the southern property line. G Current and historic land use: Based on the records available, the property seems to have been used most recently as a residential lot. Historic information was not available. !Detailed Soil Investigation G Visual and tactile evaluation of two or more soil profile test pit excavation; Tactile test was done from the profile hole and 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 address is luiza@lkpeng.com G Dates of preliminary and detailed evaluation: November 13 and 23, 2015. G A graphic soil log, to scale: Attached P.O. Box 724, Eagle, CO 81631 Tel: 970-926-9088 Proposed McCord Residence March 30, 2016 Project No. 15-3073 3 G Setback distances in Table 7-1: The proposed septic tank is about 10 feet away from the house, 11 feet away from the leachfield, about 179 feet to the well, about 105 feet from Eagle River, and about 130 feet away from the property line. The leachfield is at least 198 feet away from the well, 29 feet from the house, about 26 feet away from the property line and about 100 feet away from the river. G Setback distances in Table 7-2: From Leachfield to well about 198 feet. From the leachfield to the river about 100 feet. From the leachfield to the natural river bank about 30 feet. Four feet of suitable soil (based on what we observed in the profile hole) will be below the infiltrators in the trenches. 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 G Anticipated construction related issues: No issues anticipated. 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: Trees and snow. Location of setbacks will be 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\_2015\15-3073Soil-site-eval.wpd LKP Engineering, Inc.LKP Engineering, Inc. LKP ENGINEERING, INC. P.O. Box 724 Eagle, CO 81631 (970) 926-9088 PERCOLATION TEST RESULTS Client:Brian Beckett Becket Custom Homes P.O. Box 403 Wolcott, CO 81655 brian@beckettcustomhomes.com Location:Lot 8, Red Mountain Ranch Fil No. 4 21650 U.S. Hwy 6, near Wolcott Eagle County, Colorado Project No. : 15-3073 P-1 P-2 P-3 T IM E /D E P T H 2 6 "2 5 -1 2 /1 6 "2 5 -1 4 /1 6 " 1 0 :5 0 p m 1 1 -1 5 /1 6 "9 -1 4 /1 6 "1 6 -6 /1 6 " 1 1 :0 0 p m 1 7 -3 /1 6 "5 -4 /1 6 "1 1 -2 /1 6 "1 -4 /1 6 "2 0 -7 /1 6 "4 -1 /1 6 " 1 1 :1 0 p m 2 4 -1 2 /1 6 "7 -9 /1 6 "1 3 -2 /1 6 "2 "2 2 -9 /1 6 "2 -2 /1 6 " 1 1 :2 0 p m 2 5 -3 /1 6 " a d d w ater 1 0 -7 /1 6 "1 4 -1 1 /1 6 "1 -9 /1 6 "2 4 -2 /1 6 "1 -9 /1 6 " 1 1 :3 0 p m 1 2 -1 2 /1 6 "1 6 "1 -5 /1 6 "2 4 -1 5 /1 6 "a d d w a te r 1 3 /1 6 " 1 1 :4 0 p m 1 4 -1 2 /1 6 "2 "1 7 -5 /1 6 "1 -5 /1 6 "2 0 -3 /1 6 " 1 1 :5 0 p m 1 6 -4 /1 6 "1 -8 /1 6 "1 8 -3 /1 6 "1 4 /1 6 "2 2 -1 /1 6 "1 -4 /1 6 " 1 2 :0 0 p m 1 7 -8 /1 6 "1 -4 /1 6 "1 9 -2 /1 6 "1 5 /1 6 "2 3 -7 /1 6 "1 -6 /1 6 " 1 2 :1 0 p m 1 8 -1 0 /1 6 "1 -2 /1 6 "2 0 -1 /1 6 "1 5 /1 6 "2 4 -9 /1 6 "1 -2 /1 6 " 1 2 :2 0 p m 1 9 -1 0 /1 6 "1 4 /1 6 "2 0 -1 3 /1 6 "1 2 /1 6 "2 5 -1 0 /1 6 " a d d w a te r 1 -1 /1 6 " 1 2 :3 0 p m 2 0 -5 /1 6 "1 3 /1 6 "2 1 -7 /1 6 "1 0 /1 6 "2 1 -4 /1 6 " 1 2 :4 0 p m 2 1 -1 /1 6 "1 2 /1 6 "2 2 -3 /1 6 "1 2 /1 6 "2 3 -5 /1 6 "2 -1 /1 6 " 1 2 :5 0 p m 2 1 -1 1 /1 6 "1 0 /1 6 "2 2 -1 3 /1 6 "1 0 /1 6 "2 4 -8 /1 6 "1 -3 /1 6 " P E R C R A T E 1 6 M I N /IN C H 1 6 M I N /IN C H 1 3 M IN /I N C H A V G P E R C 1 5 M IN /I N C H o r 0 .8 g a l/s f L T A R A ve r ag e P e r c o la tio n H o le D ia m e te r : 9 " H o le s D u g an d P r e so a k e d : N o v e m b e r 2 3 , 2 0 1 5 T e st R u n : N o v em b e r 2 4 , 2 0 1 5 Run by Kiril Petrovski S o il P r o file : 0 to 1 ' T o p s o il w ith ro o ts 1 ' to 5 ' R e d d is h b r o w n , silty sa n d 5 ' to 9 .5 ' R e d d ish b ro w n silty, sa n d y c la y 9 .5 ' to 1 0 .5 ' G r ayish san d , m o is t N o g r o u n d w a te r e n c o u ntere d N o B e d r o c k OFFICE 970-471-0913 P.O. Box 1534 Eagle, CO 81631 altitudeseptic@gmail.com www.altitudeseptic.com 05/16/2024 21650 Hwy 6 Eagle, CO 81631 Parcel #1939-251-01-001 Altitude Septic, LLC was hired to perform a septic inspection at the above address. The septic system consists of a 1250-gallon, 2 compartment, concrete septic tank with the inlet tee in place and an outlet filter. There are 24” of risers on each side of the septic tank, bringing the lids to the surface. We were able to observe six inspection ports in the leach field area and found all the ports dry. We also walked over the leach field area and found no signs of saturation or failure. We were unable to find any county records for this system but believe it to be installed in 2017. According to the Assessor’s records, the house is a 2-bedroom home. Since we were unable to obtain any paperwork or a system design, we can’t say exactly how many bedrooms the system was designed to serve, but usually a 1250- gallon septic tank serves a 4-bedroom home. We would have to see if the design shows how big the leach field was designed for to verify if it could service a 4-bedroom home. At the time of inspection, this system is functioning properly. It is important to note that septic tanks need pumped every 3-5 years and that the filter must be cleaned yearly! Jason Daubs 970-471-1330 Owner/Operator Altitude Septic, LLC Please be aware of the following disclaimer: Altitude Septic accepts no responsibility for the proper operation of this septic system. The septic system is the property of the homeowner who is responsible for the maintenance and operation of the system. This inspection does not co nstitute a guarantee nor is any warranty expressed or implied that the system will function properly in the future. Altitude septic can only make observations based on the condition of the septic system at the time of inspection and will make no prediction on the future functionality of any part of the septic system. September, 18th 2017 Ron McCord. 21650 Hwy 6. Eagle County, Colorado RE: Final approval of the: Septic System Installation, OWTS-5-16-14727 Property location: 21650 Highway 6, Eagle County, Colorado. Mr. Ron McCord: This letter is to inform you that the above-referenced, OWTS-5-16-14727 permit, has been inspected and finalized. This permit was approved and sized for a total capacity of two bedrooms. Additional information about the maintenance your septic system needs can be accessed through our website links, provided on the Environmental Health Department’s septic system resource page. 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. Best Regards, Giovanna Harkay Administrative Technician IV DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaglecounty.us RAYMOND P. MERRY, REHS Director