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Home My WebLink About1890 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 DEPARTMENT OF ENVIRONMENTAL HEALTH P.O. Box 179 (970) 328-8755 500 Broadway FAX: (970) 328-8788 Eagle, CO 81631 TOLL FREE: 800-225-6136 C40 environment@eaglecounty.us www.eaglecounty.us EAGLE COUNTY *************************************************************************** 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 payable to: Eagle County Treasurer Property Owner: JPO Ranch, LLC Phone: (312) 382-2234 Owner Mailing Address: 2219 N. Fremont Street, Chicago, email: Phil@arietcapital.com Professional Engineer: Paul C. Currier, Water Resource Con Phone: 970-625-5433 Applicant / Contact Person: Paul C. Currier Phone: 970-625-5433 Licensed Systems Contractor Name / Company: McCord Construction Contractor Mailing Address: POB 4195, Eagle, CO 81631 Contractor License #: Contractor Phone Number: 970-376-1075 email: McCordConstruction@Hotmail.( OWTS Permit Application is for: ✓ New Installation El Alteration Repair Tax Parcel Number: 1853-041-00-002 Lot Size: 2,215Acres +- Assessor's Link: www.eaglecountV.us/patie/ Physical Address: 1890 Little Piney Creek Road, Bond, CO 80423 Legal Description: Section: 4 Township: 3 Range: 82 ALL Section: 5 Township: 3 Range: 82 A Building Type: P/ Residential / Single Family Number of Bedrooms: 0 7 Residential / Multi Family nCommercial / Industrial Number of Bedrooms: Type of Use: Tack Sited *As of 06/27/2014, all systems require design by a Registered Professional Engineer. Type of Water Supply: 11 Private Well F] Spring L l Surface Public If Public, Name of Supplier: Applicant Signature: Date:30-Oct-2020 Office Use Only: OWTS PERMIT # BUILDING PERMIT # Amount Paid: Receipt #: Check #: Date: 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 OWTS Design Plan Check List (Revised: July, 2018) BASE INFORMATION  Date; Owner; Site Address; Location map (if necessary); 43.4.B.3  Competent Technician; Designer; Applicant; Professional Engineer Seal (as applicable); 43.5.F.1  North Arrow; Graphic Scale; 43.5.G.3  Benchmark; 43.5.G.3  Brief description of home/facility and proposed use; 43.5.G.2  Existing property lines, utilities, right of ways, easements, wetlands, etc.; 43.5.G.3 SOIL/SITE INFORMATION  Location of the soil profile test pit excavations and percolation tests (if applicable); 43.5.F.1  Site contours or slope direction and percent slope; 43.5.F.1  Proposed elevation of infiltrative surface; relative to site benchmark or ground surface; 43.5.G.3  Setback distance to water supplies, surface water, and other physical features; 43.5.F.1  Date of soil testing; 43.5.F.1  Type of equipment used; 43.5.F.1  Soil description/Soil Type classification for each soil horizon: 43.5.F.1 o Graphic soil log of each excavation indicating o Depth of the excavation o Depth to a limiting layer (layer defined) GENERAL PLAN REQUIREMENTS  Basis of design with calculations; flows, waste strength, etc.; 43.5.G.3  Location of all system components and distances to all health impact features; 43.5.G.3  Scaled plan view of all system components; each accurately labeled; 43.5.G.3  Elevation or depth of the infiltrative surface and all other components; 43.5.G.3  Cross-sectional views (as appropriate); 43.5.G.3  Lateral sizing, length, and separation distance (center-to-center); 43.5.G.3  Inspection port locations provided; 43.10.F.6  Sewer line cleanout locations provided; 43.9.E  Sand media specifications; valid gradation; 43.10.H  Pipe bedding requirements; 43.9.D.2  Additional items as applicable; 43.5.G.3 SEPTIC TANK  Tank on WQCD accepted tank list; 43.13.B  Tank size (Gallons); 43.9.B  Inlet invert elevation; 43.5.G  Proposed final grade elevation over the tank; 43.5.G  Effluent filter specifications (where local regulations require); 43.9.J  Notation of water-tightness requirements for all connections to the tank; risers, lids, etc.; 43.9.A  Installation instructions; 43.5.G.3 Two 8 ft Soil Profile Test Pits are required. Notes to Engineer on 1890 Little Piney 12/31/2020 DOSING CHAMBER (Where applicable)  Tank size (Gallons); 43.5.G  Inlet invert elevation; 43.5.G.3  Proposed final grade elevation over the tank; 43.5.G.3  Proposed inside base of the tank, and/or pump elevation, as appropriate; 43.5.G.3  Pump or siphon specifications (Make / Model); 43.5.G.3  Calculations or software defining total dynamic head (TDH), and gallons/minute (GPM); 43.5.G.3  Dose volume and frequency; 43.5.G.3  Float tree indicated; Float elevations; Alarm, Pump On, Pump Off (others as applicable); 43.9.I.2  Union / Check valve / Weep hole locations defined; 43.9.I.4  Control panel specifications; 43.9.I.7 o Plan indicates that a national testing lab (NRTL) seal is required (UL, ETL) o Event counter o Elapsed time meter o Timer settings (as applicable for time dosed systems) o Audio / Visual alarms o Pump and alarms on separate circuits SOIL TREATMENT AREA (STA)  Pipe invert elevation; 43.5.G.3  Proposed grade elevation (min. / max.) over soil treatment area; 43.5.G.3  Pipe specification; material, size, etc.; 43.9.D  Define all other equipment w/appropriate elevations (ie: d-box, diverter valve, etc.); 43.5.G.3 PRESSURE DISTRIBUTION SYSTEM (Where applicable)  All items from “DOSING CHAMBER” section above must be included  Distance between distribution laterals ≤ 4 feet. Distance to sidewall ≤ 2 feet; 43.10.E.3  Distribution pipe size; 43.10.E.3  Orifice size, spacing, orientation; 43.10.E.3  Calculations indicate a minimum 30 inch, maximum 72 inch operating head; 43.10.E.3  Calculations or design software defining that each active zone will provide no more than 10% flow differential from initial orifice to most distal orifices within each zone; 43.10.E.3  Calculations for forcemain drain-back volume; 43.10.E.3  Flushing assembly provided at the end of each lateral and accessible from grade; 43.10.E.3 HIGHER LEVEL TREATMENT SYSTEMS (Where applicable)  Proprietary treatment system on WQCD acceptance list; 43.13.B  Design criteria is in compliance with WQCD product-specific acceptance letter; 43.13.B  Expected treatment level identified; 43.13.D  Specific treatment system shall be identified (Make, Model, etc..); 43.5.G.3  Treatment unit specifications identified to ensure proper installation and function; 43.5.G.3 GENERAL NOTES  Additional specifications as necessary to define system installation or components; 43.5.G.3  Structural design considerations, as applicable; 43.5.G.3  Installation procedures; 43.5.G.3  Operation and maintenance manuals; 43.5.G.3  Notation of required site protection of the soil treatment area; 43.5.H 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: O horizon (organic): none A horizon: 0”-1” B horizon: 6”-30” C horizon: > 20 feet (20’+ was the depth we took the borrow area down to). 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. 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 ljl= Par 1853 4100002 Wnlcatt { ARENA TACK SHE i-l80 BEET -a PROPERTY LINso I a I i _ - 4,Rr 11 _ 4& ' � � � •�� Jam- X �r �' � � � :� ? jp I � 5 �� * 4 ` -" > J Ir . . mr— ' t r7 — r 1 r TACK •� .- -• -� SHED {" t� 4. 99 AL r rrt■ . rp", ' Ir C3 L I ,. 'fir ' TACK SHED ■ 1 - — %k _ F_�? 480 FEET+`' } IL I ilk .r 91111, 4 L - $ _ 11L . _ or ti I Ow r ji,� + - �h r dorr r _ ■ f - _ - ; TAX PARCEL NO. - - . r r y I l - _ k 2ACRES+ 215 ..... k-_ - - - jep- _ is I 1JF Jc z 'ti k� I1 •` ,I � k'• 4 x}� � f � ISO ilk. e — + } }i 5 rr H r Ilks. IL ' r A% I r i a d. 49 f� r f a — _ IF _ - 1 '- . ._ PROPERTY A. �i� rp V.,p y BOUNDARY r� _ ., l 118 1y4� �� r a _ r MILE a - r PC I _ -ANN&. IF %77 91 F. i _ J• i I ,NI r r� 11111 t; �� 1 — `0 r IN p. _ WATER RESOURCE CONSULTANTS, LLC JP 0 RANCH, L L C VICINITY MAP EAGLE COUNTY, COLORADO NO. REVISION DATE I BY TACK SHED LOCATION 1890 Little Piney Creek Road Bond, Colorado 8042�3 DATE OCT 2020 OF 1 FILE 634-1.0 2 DWG 634 — LOCATION MAP 244 Hutton Ave., Rifle, CO 81650 (970) 625-5433 3 BY PCC 4 CKD PCC TACK SHED. TOP OF FLOOR 76 75 ±. PLACE 6 " HIGHER THAN TOP OF SAND ADJACENT ARENA. FIELD VERIFY. 1000 GAL SEPTIC TANK, 2 COMPARTMENT, VALLEY PRECAST OR EQUAL. 9—HOLE DISTRIBUTION BOX, TUF TITE OR EQUAL-1 ADSORPTION FIELD. 3 ROWS x 100' LONG, INFILTRATORS, LOW PROFILE. TRENCHES 3' WIDE x - nn /_` I)nC'C'l�l C E_VF)AN1CInN/ FUTURE NOTES. 0 50 100 FEET EXPANSION AREA, SEE ��A PROPERTY_;vim L7A F CLEANOL a 2� r Waste Water Flow 5 CCR 1002-43 Section 43 Reference: _ Design F=1ows: Table 6.2 Tack Shed Effective Date: August 24, 2018 Intermittent usage, 4-6 hours / day Lavatory 8.4 gpd/person Toilet Subtotal Max # people _ Total Daily Flow Plan for expansion (no date 24.8 gpd/person _ 33.2 gpd/person _ 5 166 gpd (Table 6-2) of when), possible bedrooms in a future barn: Design Flow: 75 gpd/person No. Bedrooms: 0 No. people/bedroom 2 Total Daily Flow 0 gallons (Table 6-1) Combined Max. Daily Flow 166 Septic Tank Size Table 9-1 and 9.B.2.b. Table 9-1 gpd ivun. ianK No. of Bedrooms Capacity_ 2 or 3 1000 gallons 9.B.2.b Volume must provide a minimum of 48 hours detention time 2x vol = 332 gallons Minimum septic tank size = 1000 gallons NOTE: This will accommodate inflow from an additional 2 bedrooms if ever needed. Percolation Data Percolation tests performed Oct. 23, 2020 'By: Paul C. Currier, Colorado P. E. #24753 Holes were pre-soaked for 48 hours in advance of the test. _ Ground was not frozen. 7- No ground water within 8' of the ground surface _ No impervious bedrock or soils formations within 8' of the ground surface Average percolation rated 117 min/inch IMPORTANT NOTE: On site water was used in the percolation tests.. Use of imported water for tests is invalid and produces erroneous results that do not represent actual percolation rates. Table 10-1 Soil Structure and LTAR Soil Type 4A LTAR = 0.15 Gal/Day/Square Foot Table 10-2 - Size adjustment for Application Method No reduction; gravity flow for a trench (chamber) Table 10-3 - Size adjustment for distribution media Trench: reduce to 70% of calculated area REQUIRED TRENCH AREA: 166 gpd / 0.15 gal/day/SF 1107 SF Table 10.3 reduction == 0.7 Net Required Trench Area: 775 S.F. Design Infiltrator brand or equal, low profile 34" wide 48" effective length _ S.F./Infiltrator 11.33 _ No. required: 68 _Max trench length = 100 Ft 25 Per Row No. of 100 ft rows = 2.7 Therefore use 3 rows x 100 feet long _ Total area =I 850 SF T__ F_ Note- Clear distance between trencheE 6 feet (measured adjacent sidewall to adjacent sidewall) DESIGN NOTES: • Septic tank- 1,000 gallon. Install an effluent filter on the discharge pipe. • Trenches: • Infiltrator brand low profile chambers or equal. Adjust the following calculations if a different brand or size is used. • Net absorption trench area = 775 s.f • Designed for tack shed (lavatory plus toilet), 5 people; plus a future 2 bedrooms in a possible barn (barn is not planned or scheduled at this time) • Design flow = 499 gpd • Average percolation rate = 117 min/inch • Soils are gravelly clay, continuous. No water table within 8' of the ground surface. LTAR = 0.15 gal/day/SF. • Phase 1 of trenches - for Tack Room: o 3 rows x 100 feet long x 34" wide (dig 36" wide): 75 chambers required. • Phase 2 of trenches - to add 1 additional bedroom: o Add 3 rows x 100 feet Icing x 34" wide (dig 36" wide): 75 additional chambers (total of 6 rows) • Phase 2 of trenches - if 2 bedrooms are added at a later date: o Add 5 rows x 100 feet Icing x 34" wide (dig 36" wide): 125 additional chambers are required (total of 8 rows x 100 feet long) • Install a gravity distribution box (1x8) between the septic tank and the absorption field. • Trenches shall be as level as possible from end -to -end. Plans show the trenches parallel with the contours, as much as possible. Field fit trenches. Topography will require the elevation of trenches vary next to each other (step down). • Install 4" minimum diameter PVC inspection ports at each end of each trench. Cover with cap and an irrigation box at grade. • Min. of 18" soil over top of chambers. • Lightly compact fill overtop of chambers. Mound topsoil 6"-12" to allow settlement. • Field fit elevations to septic tank / tack room elevations. • Distribution lines: min. 3" diameter PVC. Slope 1 /8" to Y4" per foot. • Use 1x8 distribution / splitter box (gravity). Use only the number of ports necessary. Tuf-Tite 9-Hole Distribution Box or equal. COMPLIANCE NOTES (Absorption Field) • Offset to property line = 340 feet • Offset to nearest open ditch = no ditches • Offset to nearest body of water = 270 feet (JPO Reservoir #1) % LY/53 AL2 WATER RESOURCE CONSULTANTS, LLC JP 0 RANCH, LLC VICINITY MAP EAGLE COUNTY, COLORADO NO. REVISION DATE I BY TACK SHED O W TS DESIGN 1890 Little Piney Creek Hood Bond, Colorado 8042�3 DATE OCT 2020 OF 1 FILE 634-1. o 2 DWG 634 - LOCATION MAP 244 Hutton Ave., Rifle, CO 81650Ll (970) 625-5433 3 BY PCC 4 CKD PCC ···········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 61L 12 Par 13�3 4100002 . 10 PRIVATE ARENA TACK SHED •' _Wil' r OF } _ a 1 AN AMrwo rjo ` - - ■ MOP �. .� I �i J a R i '4 Y �- eel L - 1 N TACK 5t .1 SHED ' - " I . �r if zoo$ �. r 4 Jf i.r TACK SHEDpo =rR, It 9 , pisi r x j � _jr- ff 0 QL- y -- � f - - _ - r� I jr ` 4w TAX PARCEL NOjw. oor 185304100002 _ r. — fit 2 215 ACRES+ dfr ' + � a fir. � � r-• rll — _ �• 1 ohm—r L — = • 1 Fdb NIP { -' i �t r� � IL _ , ,r T — w _ — � ti dy ft 41 ,t�� :� ii � ; IL �'- 16 OL -OF f I 01111 16,1 PROPERTY - i _ �� pa- y _ `'� -qj, BOUNDARY MwEtr t w - - - ' T - i ' - — 0 1 8 1 LN r I MIL e -- - - �- _. j r ; ■ + — f jr pel■ Yc f e - } � • _ it - - r _ lb WATER RESOURCE CONSULTANTS, LLC JPO RANCH, LLC VICINITY MAP EAGLE COUNTY, COLORADO N0. REVISION DATE BY TACK SHED LOCATION 1890 Little Piney Creek Road Bony Col orod o 8042.3 DATE OCT 2020 OF 1 FILE 634-1.0 2 DWG 634 - LOCATION MAP 244 Hutton Ave., Rifle, CO 81650 (970) 625-5433 3 BY PCC 4 CKD PCC SOIL PROFILE ADJA( ABSORPTION FIELD. EXCAVATED DOWN T DEEP. BOTTOM OF INFILTRATORS WILL WHITE SILTY —CLAY I HORIZON) TACK SHED. TOP PLACE 6" HIGHER ADJACENT ARENA. OF FLOOR 7675±. THAN TOP OF SAND FI EL D VERI FY. 1000 GAL SEPTIC TANK, 2 COMPARTMENT, VALLEY PRECAST OR EQUAL. 9—HOLE DISTRIBUTION BOX, TUF— TI TE OR EQUAL ABSORPTION FIELD. .3 ROWS x 100' LONG, INFILTRATORS, LOW PROFILE. TRENCHES 3' WIDE x - 9' 0. C. POSSIBLE EXPANSION AREA OUTLINED IN GREEN. SEE NOTES FOR DETAILS. 0 50 100 FEET CLEANOUT, 5' FROM STEMWALL HOLES FUTURE NOTES. EXPANSION AREA, JPO RES. # I PROPERTY LINE 0. 21. Waste Water Flow Reference: 5 CCR 1002-43 Section 43 —� Effective Date: August 24, 2018 Desi n Flows: Table 6.2 Tack Shed _ Intermittent usage, 4-6 hours / day Lavatory 8.4 gpd/person Toilet 24.8 gpd/person Subtotal 33.2 gpd/person Max # people 5 :T— 166 gpd 6-2) Total Daily Flow Plan for expansion (no date of when), possible bedrooms in a future barn: Design Flow: 75 gpd/person- No. Bedrooms: 0 No. people/bedroom 21 Total Daily Flow 0 gallons (Table 6-1) Combined Max. Daily Flow 166 gpd Septic Tank Size Table 9-1 and 9.113.2.b. Table 9-1 Min. Tank No. of Bedrooms Capacity 2 or 3 1000 gallons 9.B.2.b Volume must provide a minimum of 48 hours detention time 2x vol = I 3 2323 gallons Minimum septic tank size = 1000 gallons NOTE: This will accommodate inflow from an additional 2 bedrooms if ever needed. Percolation Data Percolation tests performed Oct. 23, 2020 By: Paul C. Currier, Colorado P. E._#24753 Holes were pre-soaked for 48 hours in advance of the test. Ground was not frozen. No ground water within 8' of the ground surface No impervious bedrock or soils formations within 8' of the ground surface Average percolation rate 117 min/inch Z IMPORTANT NOTE: On site water was used in the percolation tests. Use of imported water for tests is invalid and produces erroneous results that do not represent actual percolation rates. I I t Table 10-1 Soil Structure and LTAR Soi I Type 4A -1 LTAR = 0.15 Gal/Day/Square Foot Table 10-2 - Size adjustment for Application Method irduction; gravity flow for a trench (chamber) Z Table 10-3 - Size adjustment for distribution media Trench: reduce to 70% of calculated area REQUIRED TRENCH AREA: 166 gpd / 0.15 gaVday/SF 1107 SF Table 10.3 reduction = _ 1 0.7 S.F. Net Required Trench Area: 775 Design Infiltrator brand) or equal, low profile 34" wide 48" effective length S.F./Infiltrator 11.33 No. required: 68 Max trench length = 100 Ft No. of 100 ft rows = 25 Per Row _ 2.7 Therefore use 3 rows x 100 feet long Total area = 850 SF _ _ feet Note: _ Clear distance between trenchel 6 (measured adjacent sidewall to adjacent sidewall) DESIGN NOTES: • Septic tank- 1,000 gallon. Install an effluent filter on the discharge pipe. • Trenches: • Infiltrator brand low profile chambers or equal. Adjust the following calculations if a different brand or size is used. • Net absorption trench area = 775 s.f • Designed for tack shed (lavatory plus toilet), 5 people; plus a future 2 bedrooms in a possible barn (barn is not planned or scheduled at this time) • Design flow = 499 gpd • Average percolation rate = 117 min/inch • Soils are gravelly clay, continuous. No water table within 8' of the ground surface. LTAR = 0.15 gal/day/SF. • Phase 1 of trenches - for Tack Room- o 3 rows x 100 feet long x 34" wide (dig 36" wide): 75 chambers required. • Phase 2 of trenches - to add 1 additional bedroom: o Add 3 rows x 100 feet long x 34" wide (dig 36" wide)- 75 additional chambers (total) of 6 rows) • Phase 2 of trenches - if 2 bedrooms are added at a later date: o Add 5 rows x 100 feet long x 34" wide (dig 36" wide): 125 additional chambers are required (total of 8 rows x 100 feet long) • Install a gravity distribution box (1x8) between the septic tank and the absorption field. • Trenches shall be as level as possible from end -to -end. Plans show the trenches parallel with the contours, as much as possible. Field fit trenches. Topography will require the elevation of trenches vary next to each other (step down). • Install 4" minimum diameter PVC inspection ports at each end of each trench. Cover with cap and an irrigation box at grade. • Min. of 18" soil over top of chambers. • Lightly compact fill overtop of chambers. Mound topsoil 6"-12" to allow settlement. • Field fit elevations to septic tank / tack room elevations. • Distribution lines: min. 3" diameter PVC. Slope 1/8" to 1/4" per foot. • Use 1x8 distribution / splitter box (gravity). Use only the number of ports necessary. Tuf-Tite 9-Hole Distribution Box or equal. COMPLIANCE NOTES • General: Construction shall comply with Eagle County, CO OSWT Regulation #43 (5-CCR-1002-43), effective Aug. 24, 2018 • Absorption field (soil treatment area): o Offset to property line = 285 feet o Offset to nearest open ditch = no ditches o Offset to nearest body of water = 230 feet (JPO Reservoir #1) AL2 WATER RESOURCE CONSULTANTS, LLC JP 0 RANCH, L L C VICINITY MAP EAGLE COUNTY, COLORADO NO. REVISION DA TE By TACK SHED O W TS DESIGN 1890 Little Piney Creek Road Bond, Colorado 8042�3 DATE OCT 2020 / RI FEB 2021 OF 1 FILE 634-1.0 2 DWG 634 - LOCATION MAP 244 Hutton Ave., Rifle, CO 81650 (970) 625-5433 3 BY PCC 4 CKD PCC TACK SHED. TOP OF FLOOR 7675±. PLACE FLOOR 6"-8" HIGHER THAN TOP OF SAND IN ADJACENT ARENA. FIELD VERIFY ALL ELEVATIONS, ADJUST AS NEEDED. INV. INTO TANK 7670.0; 45' LONG RADIUS SWEEP & CLEANOUT, FIELD FIT. 1000 GAL SEPTIC TANK, 2 COMPARTMENT, VALLEY PRECAST OR EQUAL, SEE DETAIL. 9—HOLE DISTRIBUTION BOX, TUF—TITE OR EQUAL, INV. 7669.7. PLACE EFFLUENT LINES ON WEST SIDE TO ALLOW FOR POSSIBLE FUTURE EXPANSION. ABSORPTION FIELD. 3 ROWS x 100' LONG, INFILTRATORS, LOW PROFILE. TRENCHES 3' WIDE x 9' D. C. SEE NOTES FOR DETAILS. POSSIBLE FUTURE EXPANSION AREA FOR UP TO 5 ADDITIONAL ROWS OF INFILTRATORS. SEE NOTES, SHT 2 0 40' 80' ScOle 1 " = 40' PRIVATE ARENA CLEANOUT, 5' FROM z° STEMWALL, INV. EL 7672.5 Item # 1000 Gallon Top Seam - 2CP 1000T-2CP DESIGN NOTES • Design per performance test per ASTM C1227 • Top surface area 46.25 ft' • f'c ® 28 days; concrete = 6,000 PSI Min. • Tank to be set on 5" min. sand bed or pea gravel • Tank to be backfilled uniformly on all sides in lifts less than 24' and mechanically compacted • Excavated material may be used for backfill, provided large stones are removed • Excavation should be dewatered and tank filled with water prior to being put in service for installation with water table less than 2' below grade • Meets C1644-06 for resilient connectors • Inlet and Outlet identified above pipe • Delivered complete with internal piping • 4' Maximum bury depth Flex ALLOWABLE BURY (Based on Water Table) WATER TABLE ALLOWABLE EARTH FILL 0'-0" 2'-0" 1'-0" 3'-0" 2'-0" 3'-0" 3'-0" 4'-0" DRY 4' — 0" INVERT IN 7667.0 B 6 1 TANK I:� �• ID EFFLUENT FILTER, TUF—TITE F-r7d nl? QIA411 AP Top View FINAL GRADE TBD IN FIELD, MIN. 18" COVER OVER TANK INVERT OUT 7669.75 Section View 4" INSPECTION PORT, BOTH ENDS, WITH CAP W/ VALVE BOX COVER, "' 14"x19' SIMILAR 2' MIN. C1 INV. IN, ELEV. VARIES TO FIT CONTOURS, MA, ELEV. 7669.5 EXCAVATE TRENCHES BACKFILL WITH 3' WIDE BY DEPTH NATIVE MATERIAL. REQUIRED BY SITE LIGHTLY COMPACT rrnAinrnnAic cDAnc, I —On% con�l INFITRATOR DETAIL A HORIZON 0"-1 " B HORIZION 6"-30" C HORIZION > 20' 120 L.F. 3"0 SEWER k\\\\] NO WATER TABLE (DRY) Digging Specs Invert Dimensions Net Capacity Net Weight NO LIMITING LAYER I / PIPE, ASTM 11' Long x 7' Wide Inlet Outlet Length Width Height Inlet Side Outlet Total Lid Tank Total Iio / SCHD —16 (OR 56" below inlet 56" 53" 111" 60" 68" 687 gal 323 gal 1010 gal 2620 Ibs 9380 Ibs 12000 Ibs I I y h SCHD. 40); SLOPE �° 114" PER FT. BED __�� SOIL HORIZONS I I PIPE IN SAND TO 2" NTS I I ABOVE PIPE. -� BACKFILL WITH Phone: 719-395-6764 I I O VALLEY Fax: 719-395-3727 ONSITE MATERIAL, I o I COMPACT TO 95� 0 PRECAST, Inc. Website: www.valleyprecast.com SPD. Buena Vista, Colorado Email: frontdesk@valleyprecast.com I I I I I BCE I MA TCH P GRADE TO I ARKING ARE SEPTIC TANK DETAIL �ddH -111111D.- FINISH GRADE, 5%— 87, BLEND WITH EXISTING SLOPES / i M OWTS SITE PLAN WATER RESOURCE CONSULTANTS, LLC 244 Hutton Ave., Rifle, CO 81650 (970) 625-5433 rim JPO RANCH, LLC 1 VICINITY MAP 2 EAGLE COUNTY, COLORADO 3 4 REVISION DATE BY ON SITE BACKFILL, COMPACT IN 6"-8" LOOSE LIFTS TO 95% SPD. TACK SHED — 0 W TS DESIGN 1890 Little Piney Creek Road Bond, Colorado 80423 I - 2' MIN, DETAIL DATE Rev 1 — 2126121 FILE 634-1.0 DWG 634 — Tack Shed OWTS BY PCC r 00 2 IN SAND, 12" UNDER, OF 2