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HomeMy WebLinkAbout1890 Little Piney - 185304100002Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970) 328-8730 Fax: (970) 328-7185 Permit Permit No. OWTS-020342-2020 Permit Type: OWTS Permit Work Classification: New Permit Status: Active Issue Date: 3/12/2021 Expires: 7/12/2021 On-Site Wastewater Treatement System Project Address Parcel Number 1890 Little Piney, 185304100002 Owner Information Address JPO Ranch, LLC Phone: Cell: (312) 382-2234 Email: phil@arietcapital.com Inspections: For Inspections Call: (970) 328-8755 and call the Design Engineer Engineer Phone Email Water Resources Consultants LLC, Paul Currier (970) 625-5433 pcurrier@wrc-llc.com Contractor License Number Phone Email McCord Construction Inc mccordconstruction@hotm ail.com (970) 376-1075OWTSPL-000114-20 20 Permitted Construction / Details: Install the new system exactly as depicted in the Water Resource Consultants, LLC design, stamped and signed by Paul Currier on February 26th, 2021. The new system will be sized to accommodate the maximum daily flows for a tack shed consisting of one small bathroom, one lavatory sink and one toilet. The system will be able to accommodate the future addition of a barn with 2 bedrooms. A soil test pit will be required at the time of excavation to verify the soil type by Eagle County Environmental Health. This OWTS consists of 1 sewer line coming from the tack shed. An additional cleanout is required somewhere along the 120' sewer line. This shall be verified at the time of installation. A Valley Precast 1,000 gallon, two-chamber septic tank with an effluent filter in the outlet tee will be used. A Tuf-Tite 4-Hole Distribution Box will be accessible at grade. The STA will consist of 3 shallow trenches of 25 Infiltrator brand low profile chambers for a total of 75. Contact Eagle County Environmental Health and the design engineer well in advance of requesting inspections prior to backfilling any component of the OWTS. The design engineer is responsible for conducting all inspections necessary to certify the installation and assure the functionality of the system. System certification, along with photos and a record drawing is required to be submitted to and approved by Eagle County Environmental Health prior to the use of the system. THIS PERIMT 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 Issued by: Environmental Health Department, Eagle County, CO Danielle Sell Date March 12, 2021 CONDITIONS 1. 2.ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN CR.S. 25-10-101, et seq., AS AMENDED 3.THIS PERMIT IS VALID ONLY FOR PERFORMING WORK ON OWTS ASSOCIATED WITH 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 4.1.6(A)(1) EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN ON-SITE WASTEWATER TREATMENT SYSTEM TO BE LICENSED Friday, March 12, 2021 1 Inspection Result Eagle County, Colorado P.O. Box 179 500 Broadway Eagle, CO Phone: (970) 328-8730 Fax: (970) 328-7185 IVR Phone: 1-866-701-3307 Inspection Number: INSP-524452-2023 Permit Number: OWTS-020342-2020 Inspection Date: 08/10/2023 Inspector: Permit Type: OWTS Permit Inspection Type: OWTS Final Inspection Work Classification: NewOwner:JPO Ranch, LLC Job Address: 1890 Little Piney IVR Pin Number:191969 CO Project:<NONE> Parcel Number:185304100002 Contractor:Phone: (970) 376-1075 / Cell: McCord Construction Inc Inspection Status: Approved Inspection Notes Inspector Comments Added Item: Septic Tank A Valley Precast 1,000 gallon, two-chamber septic tank with an effluent filter in the outlet tee was installed. Added Item: Record Drawing Received 8/10/2023 from Water Resource Consultants LLC. Added Item: Record Photos Received 8/10/2023 from Water Resource Consultants LLC. Added Item: Site and Soil Received 12/28/2020 from Water Resource Consultants, LLC. Verified by ECPHE 4/29/2021. Added Item: Final Certification Letter Received 8/10/2023 from Water Resource Consultants LLC. Added Item: General Plan Received 12/28/2020 from Water Resource Consultants, LLC. Added Item: Soil Treatment Area (STA) 3 shallow trenches of 25 Infiltrator brand low profile chambers for a total of 75 were installed. Added Item: Identification of Systems Contractor McCord Construction was the licensed installer. Thursday, August 10, 2023 For more information visit: http://www.eaglecounty.us Page 1 of 2 Thursday, August 10, 2023 For more information visit: http://www.eaglecounty.us Page 2 of 2 244 Hutton Ave., Rifle, CO 81650 (970) 625-5433 pcurrier@wrc-llc.com Water Resource Consultants, LLC July 26, 2023 Claire Lewandowski, REHS Eagle County Environment Health 500 Broadway St. Eagle, CO 81631 RE: JPO Ranch, LLC – Tack Room OWTS for 1890 Little Piney Road, Bond, Colorado OWTS permit # OWT-020342-2020 Claire, This letter certifies that the above referenced OWTS was completed in conformance with the approved design and permit OWT-020342-2020 issued March 12, 2021. Should you have any questions, please do not hesitate to contact me. Sincerely, WATER RESOURCE CONSULTANTS, LLC Paul C. Currier, P.E. PCC/pcc cc: Tom Mcord, McCord Construction Steve Dahmer, Project Manager / 634-1.0 Tack Shed OWTS As-Built Signoff 7.26.2023 244 Hutton Ave., Rifle, CO 81650 (970) 625-5433 pcurrier@wrc-llc.com Water Resource Consultants, LLC February 26, 2021 via e-mail Claire Lewandowski, REHS Eagle County Environment Health 500 Broadway St. Eagle, CO 81631 RE: OWTS for 1890 Little Piney Road Claire, As requested, I’m providing additional information for the OWTS design we submitted last fall for the tack room at the above address. Below are the responses to requested information. Base Information: • Brief description of proposed uses. o This is a small tack shed (~16’x24’) that holds riding gear for a private, family horse riding facility. It includes one small bathroom. Uses will be day use, intermittent, spring through fall, with small groups, typically 1-5 riders. The bathroom facilities include one lavatory sink, and one toilet. There is no shower. Soil/Site Information: • Location of soil profile test pit and percolation tests. As requested, I’ve added the location of the percolation tests and soil profile on the drawings. The perc tests were performed on undisturbed soil. The soil profile picture (below) shows this area quite well (much greater than two 8’ deep trenches). The area adjacent area to the soil treatment area was a borrow area for clayey materials for use in rehabilitating an earthen dam. Note the size of equipment to gain a feel for how deep the soil profile is. (max. excavation depth was in excess of 18’-20’ feet deep). The white silty-clay material is the C horizon soil the absorption field (soil treatment area) will be on. Claire Lewandowski, REHS February 26, 2021 OWTS for 1890 Little Piney Road Page 2 of 3 Water Resource Consultants, LLC o Date of soil and perc testing: Oct. 23, 2020. Note: the borrow area shown in the previous photo was exposed in 2018. o Equipment used: Percolation test pits were excavated with an excavator to 3 feet below ground surface. 8” diameter by 12” deep holes were dug by hand in the bottom of the test pits, then continuously soaked for >48 hours before percolation tests were run. The ground was not frozen at any time during the tests. o Setback distances: they are included on the drawings. See the notes (under compliance). The closest setback is 230 feet (to JPO Reservoir #1). o Soil Description: The onsite materials at the location of the proposed absorption field are as follows: ƒ O horizon (organic): none ƒ A horizon: 0”-1” ƒ B horizon: 6”-30” ƒ C horizon: > 20 feet (20’+ was the depth we took the borrow area down to). ƒ Limiting layer: from a hydrologic/hydraulic perspective, the limiting layer is >> 20 feet deep. We never hit it when we had the borrow area open. ƒ A graphic of the soils has been added to the drawings. o Based on knowing the above geotechnical site conditions, it was our professional judgment that it was prudent to run percolation tests to have an actual percolation rate to base sizing of the absorption field (soil treatment field) rather than basing it on the NRCS mineral soil definitions. o Percolation tests were performed 36” below anticipated final surface grade of the OSWT system. This was in native silty-clay material (white layer in the photo, the C horizon). General Plan Requirements: • Elevations of components are included on the drawing. • A cross-section of the absorption field was added, aka soil treatment area. • Inspection ports are noted. • Cleanouts are noted. • Pipe bedding is noted (sand to 2” above pipe, 1-1/2” to 2” below). Septic Tank: • Inlet invert elevations are shown. • Proposed final grades over the tank are shown. • The effluent filter is a Tuf-Tite EF4 or equal. • All components are watertight. • Surface grade is graded to avoid ponding of surface runoff • Installation instructions reference Eagle County OWTS regulations. Site specific details are called out on drawings to guide the contractor. Claire Lewandowski, REHS February 26, 2021 OWTS for 1890 Little Piney Road Page 3 of 3 Water Resource Consultants, LLC Soil Treatment Area (STA): • Pipe invert elevations are shown • Proposed grades are shown • Pipe specifications are shown Should you have any questions, please call me to discuss, 970-618-3213. Thank you. WATER RESOURCE CONSULTANTS, LLC Paul C. Currier, P.E. PCC/pcc cc: Tom McCord, OWTS Contractor Steve Dahmer, Project Manager / 634-1.0 Tack Shed, addendum 26-FEB-21.doc ···········Phone: 719-395-6764Fax: 719-395-3727Website: www.valleyprecast.comEmail: frontdesk@valleyprecast.comItem #1000T-2CP 1000 Gallon Top Seam - 2CP 8/10/23, 2:28 PM finished tackroom.jpg https://mail.google.com/mail/u/0/#inbox?projector=1&messagePartId=0.2 1/1 8/10/23, 2:28 PM leach field protected by rocks.jpg https://mail.google.com/mail/u/0/#inbox?projector=1&messagePartId=0.2 1/1