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1860 Copper Spur Rd - 168903200007
Work Classification: NewPermit 51 PAN AMERICAN AVE PAONIA CO 81428-2010 Address Owner Information Permit Status: Active Project Address 168903200007 Permit Type: OWTS Permit Permit NO. OWTS-10-15-13622 Expires: 3/5/2016 Issue Date: 11/6/2015 Parcel No. 1860 COPPER SPUR RD 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: Inspection For Inspections call: (970) 328-8755 Inspections: IVR PhoneEngineer(s) (970)926-3373Alpine Engineering Contractor(s)Phone Primary ContractorLicense Number BOB'S EXCAVATING & HOME REPAIR (970)653-4281 Yes30-15 TOM BACKHAS Permitted Construction / Details: Install the OWTS exactly as depicted in the Alpine Engineering, Inc. design report memo and drawings stamped, signed and dated September 22, 2015 by Glenn D. Palmer, PE as revised on November 3, 2015. System is designed to serve a two bedroom home which is being used commercially by two employees seasonally. System consists of a 1,000 gallon, two compartment, Front Range Precast septic tank with Orenco Biotube effluent filter on the outlet tee and 2,000 square feet of soil treatment area (prior to 30% adjustment for using chambers) via the installation of 120 Infiltrator Quick 4 Plus chambers installed in 5 shallow, serially-connected trenches with 24 chambers in each trench as shown on the design drawing. Be sure to scarify the trench bottoms and sidewalls with a hand rake prior to installing the chambers and do not install if ground is wet or frozen. Abandon the existing tank in accordance with WQCC Regulation 43. Contact the design engineer to conduct all inspections necessary to certify the system and to prepare the as-built drawings. System certification along with as-built drawings, photos and documentation that the existing tank has been properly abandoned is required to be submitted to, and approved by, Eagle County Environmental Health prior to the use of the system. Office Copy November 10, 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 DEPARTMENT OF ENVIRONMENTAL HEALTH (970)328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaglecounty.us EAGLE COUNTY aC0C=OMF OCT 19 2015 179 500 Broadway www.eaglecounty.us ************************************************************************************ 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 0 00 Fee includes the design review, permitting and maintenance of OWTS records Make all checks payable to: Eagle County Treasurer Property Owner: Tom Backus Phone: 970-328-9474 Owner Mailing Address: Po Box 984, Paonia, 81428 email: TBacko@AOL.com Professional Engineer: Glenn Palmer Phone: 970-926-3373 Applicant / Contact Person: Edward Tuft / GM Brooks Phone: 970-623-1074 /970-926-3373 Licensed Systems Contractor Name / Company: Bob Ford/ Bob's Excavating & Home Repair Contractor Mailing Address: po box 273 Contractor License #: 30-15 Contractor Phone Number: 970-390-2135 email: rrobert301(&,centurvtel.net OWTS Permit Application is for: x New Alteration Repair Tax Parcel Number: 1689-032-00-007 Lot Size: 87.8 ac Assessor's Link: www.ea2lecounty.us/12atie/ Physical Address: 1860 Copper Spur Road, Bond, Co Legal Description: Tract: 38 Section: 3 Township: 2 Range: 83 PCLIN Tract: 38 Section: 4 Township: 2 Range: 83 PCLIN Section: 4 Township: 2 Range: 83 PCLIN LOT 18 Section: 4 Township: 2 Range: 83 PCLIN LOT 21 Building Type: x Residential / Single Family Number of Bedrooms: 2 Residential / Multi Family Number of Bedrooms: Commercial / Industrial Type of Use: *As of 06/27/2014, all systems require design by a Registered Professional Engineer Type of Water Supply: X Private Well Spring If Public, Name of S Applicant Signature-k-� ************************** Surface Public Date: 10 •Iq / ,o sswjf I.-4L Office Use Only: OWTS PERMIT # fB' j S /3&o7ABU1LDING PERMIT # Amount Paid: 9-0 Receipt #: 99919Check #: i5?5fq Date: / / May 31, 2016 Mr. Tom Backus PO Box 984 Paonia, CO 81428 TBacko@aol.com RE: Final approval of septic permit OWTS-10-15-13622; Tax parcel #168903200007; Property location: 1860 Copper Spur Rd., Bond area Mr. Backus: 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 2 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 Alpine Engineering – Job # XXX DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaglecounty.us RAYMOND P. MERRY, REHS Director Alpine Engineering, Inc. May 26, 2016 Ray Merry Eagle County Environmental Health Dept 500 Broadway St Eagle, CO 81631 RE: 1860 Copper Spur Road, McCoy- Septic System Final Acceptance/Certification (OWTS-10-15-13622) Dear Ray, The septic system was reviewed by Matt Wadey at Alpine Engineering during the construction process. Construction material (piping, infiltrator chambers, septic tank) appear to be per plans and specifications. To the best of my knowledge the system was constructed in general conformance to the plans prepared by Alpine Engineering (dated 5- 18-16). The installation of the system was documented throughout construction with field inspections and photographs. The system was asbuilt (drawing attached) by the Contractor (Bob Ford) and field verified by Matt Wadey. The asbuilt drawing indicates swing ties to the septic tank risers/lids and depicts the cleanout, infiltrator chambers and inspection portal risers. Please contact me with any questions or comments. Sincerely, Matt Wadey, PE President Alpine Engineering Cc: Chris Green, Ago Studios Bob Ford, Bob Ford’s Excavating and Home Repair On Site Wastewater System Application High Country Farms 1860 Copper Spur Road Bond, Colorado September 22, 2015 Prepared By: Alpine Engineering Inc Glenn Palmer, PE Table of Contents: Page On Site Wastewater Treatment System Permit……………1 Septic System Design……………….……………………..2-3 Percolation Test Results…………………………………...4 Septic Tank……………………………...............................5 Infiltrator Compartment Units……………………………..6-7 Eagle County Property Record……………………………..8-10 Attachment- Septic System Construction Plans (Sheets C1- C3) DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaglecounty.us P.O. Box 179 500 Broadway Eagle, CO 81631 www.eaglecounty.us ************************************************************************************ 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: Tom Backus Phone: 970-328-9474 Owner Mailing Address: Po Box 984, Paonia, 81428 email: TBacko@AOL.com Professional Engineer: Glenn Palmer Phone: 970-926-3373 Applicant / Contact Person: Edward Tuft / Gary Brooks Phone: 970-623-1074 /970-926-3373 Licensed Systems Contractor Name / Company: Bob Ford/ Bob’s Excavating & Home Repair Contractor Mailing Address: po box 273 Contractor License #: 30-15 Contractor Phone Number: 970-390-2135 email: rrobert301@centurytel.net OWTS Permit Application is for: x New Installation Alteration Repair Tax Parcel Number: 1689-032-00-007 Assessor’s Link: www.eaglecounty.us/patie/ Lot Size: 87.8 ac Physical Address: 1860 Copper Spur Road, Bond, Co Legal Description: Tract: 38 Section: 3 Township: 2 Range: 83 PCLIN Tract: 38 Section: 4 Township: 2 Range: 83 PCLIN Section: 4 Township: 2 Range: 83 PCLIN LOT 18 Section: 4 Township: 2 Range: 83 PCLIN LOT 21 Building Type: x Residential / Single Family Number of Bedrooms: 2 Residential / Multi Family Number of Bedrooms: Commercial / Industrial Type of Use: *As of 06/27/2014, all systems require design by a Registered Professional Engineer Type of Water Supply: X Private Well Spring Surface Public If Public, Name of Supplier: Applicant Signature: Date: ************************************************************************************* Office Use Only: OWTS PERMIT # BUILDING PERMIT # Amount Paid: Receipt #: Check #: Date: 2 Memorandum Alpine Eng. Inc. To: Eagle County Environmental Health CC: Chris Green, AGO Studios From: Gary Brooks, AEI, 970-926-3373 Date: Revised , November 3, 2015 Re: OWTS (onsite wastewater treatment system) Application High Country Farms, 1860 Copper Spur Road, Bond, CO __________________________________________________________ Site Legal description: Tract: 38 Section: 3 Township: 2 Range: 83 PCLIN Tract: 38 Section: 4 Township: 2 Range: 83 PCLIN Section: 4 Township: 2 Range: 83 PCLIN LOT 18 Section: 4 Township: 2 Range: 83 PCLIN LOT 21 Parcel number: 1689-032-00-007 Address: 1860 Copper Spur Road, Bond, CO Area of Parcel: 87.78 Acres Project Description A 2 bedroom house was built circa 1979, on an 87.7 acre lot off of Copper Spur Road, near Bond in Eagle County. The house has an existing septic system, however the county has no record of the existing septic system. The existing septic system appears to be functioning adequately. The proposed septic system will replace the existing septic system . The attached construction planset (property map on the Cover Sheet) shows approximate locations of the well, septic system, house, and property lines. The house is served by a well, which is 330 feet from the proposed septic system, and the closest property line is approximately 200 feet away. We understand that 2 employees will live at the existing house during the farming/ growing season (May to September). Although the ranch itself is to be used for a “commercial” growing/farming operation, the House, and Design of the Septic System is considered to be a Residential Use: 2 people will live in the house. No commercial operations occur within the house. Topo: The topographic mapping was provided by Peak Land Consultants Inc. Proposed Uses: All referenced Tables are per Colorado Dept. of Public Health and Environment, On-Site Wastewater Treatment System Regulation, Regulation #43 (published-June 30, 2013) Domestic wastewater Residential Home (2 bedrooms ) Flow = 2 bedrooms at 2 persons per bedroom at 75 gpcd = 300 gpd Design Flow (Table 6-1) = 300 gpd Influent Strength: (Table 6-2) 4 persons, dwelling @ 0.2 BOD (lbs/day) = 0.8 lbs per day 3 There is not to be a water softener, no R/O, and no water treatment systems that would increase discharge to the septic system. There is no spa, or other unusual water fixtures proposed. Setbacks (Table 7-1) Soil Treatment Area (STA) to Well setback = 100’ (ok) STA to Stream/irrigation ditch = 50’ (ok) STA to Property Lines, lined or piped irrigation ditch = 10’ (ok) STA to Building= 20’ (ok) Flood Plain There are no streams or floodplains shown on FEMA Maps for this site. Septic Tank Size (Table 9-1) Bedroom based size: (2 br) = 1000 gallon A new 1000 gallon septic tank is proposed. The 1000 gallon septic tank should be provided by an approved tank supplier, with polyethylene risers and a cover with a secure closing mechanism (such as a lock). The cover is to remain exposed (not buried). It is recommended that re-bar be buried around the plastic risers for future metal detector locating. Swing tie locates from the building are to be provided by the contractor. See site specific notes on Sheet 2 of the construction plans for additional requirements. Long Term Acceptance Rate (Table 10-1) Percolation tests, soil profiles, and soil Classifications were provided by Alpine Engineering Inc. 2 soil profile holes were excavated to 7 ft depth, with no groundwater, impervious layers or other concerns noted. The soils were classified as Sandy Clay Loam. 3 bores (2 ft deep) were excavated for percolation tests. The percolation tests were performed using the guidelines of CDPHE Regulation #43. The percolation rate was determined to be 100 minute/inch (MPI) based upon the stabilized readings from 2 similar results (one percolation rate was significantly faster than the other 2 and was disregarded) The Long Term Acceptance Rate (LTAR- table 10-1) would then be 0.15 gpd/sf per soil type #4A. Absorption Area It is proposed to use “Infiltrator” brand “Quick 4 Standard” gravel-less units, in a serial configuration. Table 10-3 lists Size Reduction Factor of 0.7 for chamber systems. Absorption Area= (Flow /LTAR) x 0.7 = (300 gpd / 0.15 gpd/sf) x 0.7 = 1400 sf “Quick 4 Standards’s” are 12 sf of area each 12 sf /infiltrator chamber => number of chambers = 1400/12= 117 units Construct 5 rows of 24 chambers = 120 chambers total Abandon old Septic Tank: Per Regulation #43, (43.9C) It can be completely removed. OR, a. Pump to remove as much waste as possible b. Break the bottom of the tank so it will not float fill/hold water. c. The top must be collapsed and the sides may be broken into the void. 3 d. Remaining void to be filled with gravel, sand, or compacted soil. e. Grade the area to be compatible with surrounding area, and to allow for settling. If you have any questions, please call. Glenn Palmer, PE 1860 Copper Spur Road Septic System Design Percolation Test 2‐Sep‐15 Measured Depth (ft) Sample Time Bore 1 delta Bore 2 Bore 3 delta 0 0.900 0.480 0.840 30 1.000 0.010 0.650 0.940 0.010 60 1.025 0.025 * 0.750 0.965 0.025 * 90 1.055 0.030 * 0.830 0.990 0.025 * 120 1.080 0.025 * 0.900 1.015 0.025 * Last 30 minutes Rate (min/in) 100.00 35.71 100.00 30 min ‐ 120 min Rate (min/in) 93.75 30.00 100.00 1. Disregard Bore #2 and use slowest percolation test bores. 2. * 3 successive stabilized readings with less than 1/16" (0.0052') variance 3. Use a Rate of 100 MPI Note: N.T.S. -7- Front Range Precast Concrete, Inc. 5439 N. Foothills Highway, Boulder, Colorado 80302 Phone (303) 442-3207 • (800) 783-3207 • Fax (303) 442-3209 www.flxx.com Watertight 3.5" A B55" 8'-6" Inlet Outlet 5'-6" PLAN SECTION 4" Concrete or heavy duty polyethylene riser system 4" Push SealGasket typical 6" 5'-10" 52" 12" 1000 Gal. Two CompartmentSeptic Tank Part # Capacities Approximate Weights A B Tank Lid Baffle Wall Total PCA-000-252 640 430 6,995 lbs 2,550 lbs 910 lbs 10,455 lbs (gallons) • Monolithic tank meets ASTM-C-1227 Spec. for water and wastewater structures. • Butyl rubber sealant meets Fed. Spec. SS-S-210A. (Provided with tank) • All plumbing shown in diagram is 4" SDR 35. (Provided with tank) The Quick4® Plus Standard Chamber The Quick4 Plus Standard Chamber offers maximum strength through its two center structural columns. This chamber can be installed in a 36-inch-wide trench. Like the original line of Quick4 chambers, it offers advanced contouring capability with its Contour Swivel Connection™ which permits turns up to 15-degrees, right or left. It is also available in four-foot lengths to provide optimal installation flexibility. The Quick4 Plus All-in-One 12 Endcap, and the Quick4 Periscope are available with this chamber, providing increased flexibility in system configurations. Maximum Strength APPROVED in _____________________________________________ Quick4 Plus™ Series Quick4 Plus All-in-One 12 Endcap Benefits: • May be used at the end of chamber row for an inlet/outlet or can be installed mid-trench • Mid-trench connection feature allows construction of chamber rows with center feed, as an alternative to inletting at the ends of chamber rows • Center-feed connection allows for easy installation of serial distribution systems • Pipe connection options include sides, ends or top Quick4 Plus All-in-One Periscope Benefits: • Allows for raised invert installations • 180° directional inletting • 12” raised invert is ideal for serial applications Certified by the International Association of Plumbing and Mechanical Officials (IAPMO) Quick4 Plus Standard Chamber Specifications Size 34”W x 53”L x 12”H (864 mm x 1346 mm x 305 mm) Effective Length 48” (1219 mm) Louver Height 8” (203 mm) Storage Capacity 47 gal (178 L) Invert Height 0.6” (15 mm), 5.3” (135 mm), 8.0” (203 mm), 12.7” (323 mm) Quick4 Plus Standard Chamber Benefits: • Two center structural columns offer increased stability and superior strength • Advanced contouring connections • Latching mechanism allows for quick installation • Four-foot chamber lengths are easy to handle and install • Supports wheel loads of 16,000 lbs/axle with 12” of cover Contact Infiltrator Water Technologies’ Technical Services Department for assistance at 1-800-221-4436 4 Business Park Road P.O. Box 768 Old Saybrook, CT 06475 860-577-7000 • Fax 860-577-7001 1-800-221-4436 www.infiltratorwater.com U.S. Patents: 4,759,661; 5,017,041; 5,156,488; 5,336,017; 5,401,116; 5,401,459; 5,511,903; 5,716,163; 5,588,778; 5,839,844 Canadian Patents: 1,329,959; 2,004,564 Other patents pending. Infiltrator, Equalizer, Quick4, and SideWinder are registered trademarks of Infiltrator Water Technologies. Infiltrator is a registered trademark in France. Infiltrator Water Technologies is a registered trademark in Mexico. Contour, MicroLeaching, PolyTuff, ChamberSpacer, MultiPort, PosiLock, QuickCut, QuickPlay, SnapLock and StraightLock are trademarks of Infiltrator Water Technologies. PolyLok is a trademark of PolyLok, Inc. TUF-TITE is a registered trademark of TUF-TITE, INC. Ultra-Rib is a trademark of IPEX Inc. © 2013 Infiltrator Water Technologies, LLC. All rights reserved. Printed in U.S.A.PLUS05 0713 Quick4 Plus™ Series INFILTRATOR WATER TECHNOLOGIES STANDARD LIMITED WARRANTY (a) The structural integrity of each chamber, endcap and other accessory manufactured by Infiltrator (“Units”), when installed and operated in a leachfield of an onsite septic system in accordance with Infiltrator’s instructions, is warranted to the original purchaser (“Holder”) against defective materials and workmanship for one year from the date that the septic permit is issued for the septic system containing the Units; provided, however, that if a septic permit is not required by applicable law, the warranty period will begin upon the date that installation of the septic system commences. To exercise its warranty rights, Holder must notify Infiltrator in writing at its Corporate Headquarters in Old Saybrook, Connecticut within fifteen (15) days of the alleged defect. Infiltrator will supply replacement Units for Units determined by Infiltrator to be covered by this Limited Warranty. Infiltrator’s liability specifically excludes the cost of removal and/or installation of the Units. (b) THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH (a) ARE EXCLUSIVE. THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE UNITS, INCLUDING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE (c) This Limited Warranty shall be void if any part of the chamber system is manufactured by anyone other than Infiltrator. The Limited Warranty does not extend to incidental, consequential, special or indirect damages. Infiltrator shall not be liable for penalties or liquidated damages, including loss of production and profits, labor and materials, overhead costs, or other losses or expenses incurred by the Holder or any third party. Specifically excluded from Limited Warranty coverage are damage to the Units due to ordinary wear and tear, alteration, accident, misuse, abuse or neglect of the Units; the Units being subjected to vehicle traffic or other conditions which are not permitted by the installation instructions; failure to maintain the minimum ground covers set forth in the installation instructions; the placement of improper materials into the system containing the Units; failure of the Units or the septic system due to improper siting or improper sizing, excessive water usage, improper grease disposal, or improper operation; or any other event not caused by Infiltrator. This Limited Warranty shall be void if the Holder fails to comply with all of the terms set forth in this Limited Warranty. Further, in no event shall Infiltrator be responsible for any loss or damage to the Holder, the Units, or any third party resulting from installation or shipment, or from any product liability claims of Holder or any third party. For this Limited Warranty to apply, the Units must be installed in accordance with all site conditions required by state and local codes; all other applicable laws; and Infiltrator’s installation instructions. (d) No representative of Infiltrator has the authority to change or extend this Limited Warranty. No warranty applies to any party other than the original Holder. The above represents the Standard Limited Warranty offered by Infiltrator. A limited number of states and counties have different warranty requirements. Any purchaser of Units should contact Infiltrator’s Corporate Headquarters in Old Saybrook, Connecticut, prior to such purchase, to obtain a copy of the applicable warranty, and should carefully read that warranty prior to the purchase of Units. Quick4 Plus Standard Chamber ___________________________________________________________________________________ Quick4 Plus All-in-One 12 Endcap ________________________________________________________________________________ Quick4 Plus All-in-One Periscope ________________________ EFFECTIVE LENGTH48" 12" 34" QUICK4 PLUS ALL-IN-ONE PERISCOPE (360° SWIVEL) 12.7" INVERT PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) 33" 18" 8" INVERT 13" EFFECTIVE LENGTH48" 12" 34" QUICK4 PLUS ALL-IN-ONE PERISCOPE (360° SWIVEL) 12.7" INVERT PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) 33" 18" 8" INVERT 13" FRONT VIEW SIDE VIEW EFFECTIVE LENGTH48" 12" 34" QUICK4 PLUS ALL-IN-ONE PERISCOPE (360° SWIVEL) 12.7" INVERT PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) 33" 18" 8" INVERT 13" 6" 5"9" COPPER SPUR 88 LAND COMPANY 51 PAN AMERICAN AVE PAONIA, CO 81428-2010 Account: R065484 Tax Area: SC066 - RURAL- SCATTERED - SC066 Acres: 87.782 Parcel: 1689-032-00-007 Situs Address: 001860 COPPER SPUR RD BOND AREA Value Summary Value By:Market Override Land (1)$254,920 $257,390 Single Family Residence (1) $178,890 N/A Extra Feature (1)$3,970 N/A Extra Feature (2)$3,000 N/A Total $440,780 $443,250 Legal Description Tract: 38 Section: 3 Township: 2 Range: 83 PCLIN Tract: 38 Section: 4 Township: 2 Range: 83 PCLIN Section: 4 Township: 2 Range: 83 PCLIN LOT 18 Section: 4 Township: 2 Range: 83 PCLIN LOT 21 Public Remarks Entry Date Model Remark Land Occurrence 1 Single Family Residence Occurrence 1 Extra Feature Occurrence 1 Sale Data Doc. #Sale Date Deed Type Validity Verified Sale Price Ratio Adj. Price Ratio Time Adj. Price Ratio 200633598 12/07/2006 WD Y $765,000 57.94 $765,000 57.94 $765,000 57.94 Land Occurrence 1 Abstract Code 1112 - SINGLE FAM.RES.-LAND Percentage 100.0 Property Record Card Eagle County A#: R065484 P#: 168903200007 As of: 07/30/2015 Page 1 of 4 Land Occurrence 1 Use Code 1000 - RESIDENTIAL Neighborhood 701 - OUTLYING NEIGHBORHOOD 701 Land Code 7389 - 701 OUTLYING 51 AC-99.99 AC Super Neighborhood 700 - OUTLYING AREA Size 87.782 Location Adjustment 40 Acreage Adjustment 70085 - 701 ACREAGE_ADJ 85 AC +/- SubArea ACTUAL EFFECTIVE HEATED FOOTPRINT Land A 87.782 Total 87.782 Value Rate Rate Rate Rate $257,390 2,932.22 Single Family Residence Occurrence 1 Abstract Code 1212 - SINGLE FAM.RES- IMPROVEMTS Percentage 100.0 Use Code 1000 - RESIDENTIAL Neighborhood 701 - OUTLYING NEIGHBORHOOD 701 Building Type 121200 - SFR Arch Style 12 - MTN CABIN Exterior Wall 29 - LOG < 9"Percentage 100.0 Roof Cover 9 - CEDAR SHAK Roof Structure 3 - GABLE/HIP Interior Wall 9 - LOG INTER Percentage 100.0 Floor 14 - CARPET INV 23 - CERAMIC TL Percentage 80.0 20.0 Heating Fuel 3 - GAS Heating Type 2 - CONVECTION Air Conditioning 1 - NONE Actual Year Built 1979 Bedrooms 2 Bathrooms 1 Construction Quality 3 - FAIR Effective Year Built 2000 Fixtures 7 Rooms 5 Units 1 Units 1 Super Neighborhood 700 - OUTLYING AREA Stories 2 - STORIES 2.0 Use Code 1000 - RESIDENTIAL SubArea ACTUAL EFFECTIVE HEATED FOOTPRINT BAS 1448 1448 1448 1448 FUS 578 578 578 578 LFT 300 240 300 300 WDD 694 139 694 Total 3,020.00 2,405.00 2,326.00 3,020.00 Value Rate Rate Rate Rate $178,890 59.24 74.38 76.91 59.24 Property Record Card Eagle County A#: R065484 P#: 168903200007 As of: 07/30/2015 Page 2 of 4 Single Family Residence Occurrence 1 Sketch by Apex Medina™22.5'17.0'18.0'41.0'23.5'10.0'17.0'34.0' BAS 1448.0 sf 12.0'8.0'31.0'31.5'19.0' WDD 694.5 sf 34.0'17.0'34.0'17.0'FUS 578.0 sf 12.5'24.0'12.5'24.0' LFT 300.0 sf 20.0'18.0'20.0'18.0' 360.0 sf SHED XFOB #1 Extra Feature Occurrence 1 XFOB Code 210 - WOOD STV G Abstract Code 1212 - SINGLE FAM.RES- IMPROVEMTS Percentage 100.0 Use Code 1000 - RESIDENTIAL Neighborhood 701 - OUTLYING 701-GYPSUM, BOND, MCCOY Building Number 1 SubArea ACTUAL EFFECTIVE HEATED FOOTPRINT XFOB Units 2 Total 2.00 Value Rate Rate Rate Rate $3,970 1,985.00 Extra Feature Occurrence 2 XFOB Code 104 - SHED A Abstract Code 1212 - SINGLE FAM.RES- IMPROVEMTS Percentage 100.0 Use Code 1000 - RESIDENTIAL Neighborhood 701 - OUTLYING 701-GYPSUM, BOND, MCCOY SubArea ACTUAL EFFECTIVE HEATED FOOTPRINT XFOB Units 360 Total 360.00 Value Rate Rate Rate Rate $3,000 8.33 Abstract Summary Code Classification Actual Value Taxable Value Actual Override Taxable Override 1112 SINGLE FAM.RES.-LAND $254,920 $20,290 $257,390 $20,490 1212 SINGLE FAM.RES-IMPROVEMTS $185,860 $14,790 NA NA Property Record Card Eagle County A#: R065484 P#: 168903200007 As of: 07/30/2015 Page 3 of 4 May 18, 2016 1860 Copper Spur Rd, McCoy- Septic System 1 1860 Copper Spur Road Field Inspection To: Copy To: Observation Date: Bob Ford, Bob’s Excavating Glenn Palmer, AEI File Wednesday, May 18, 2016 By: Matt Wadey Date: May 18, 2016 Project Title: 1860 Copper Spur Septic System Location: McCoy Contractor: Bob’s Excavating Owner Edward Tuft Weather Temp. 50° at 9am Partly Cloudy, Breezy Present at Site: Matt Wadey (AEI), (2) employees of Bob Ford and (1) employee of Ed Tuft Permit # OWTS-10-15-13622 The existing septic tank was inspected to determine if it was in useable condition for the proposed installation of a new septic field. The tank was pumped the day before (May 17, 2016). The tank was visually inspected (with a handheld mirror) for any cracking, punctures and inlet and outlet pipe condition. The existing septic tank pvc inlet and outlet pipes were in good condition and were grouted into the wall of the tank. The existing tank was in good condition and contained no visible cracks. From a visible inspection the tank is adequate for future use for the construction of the proposed infiltration field. It is recommended to add a grouted concrete riser to the top of the septic tank, in order to raise the manhole lid above the grade of the existing ground, to mitigate any potential water infiltration. 1st Compartment Inet grouted. 1st Compartment May 18, 2016 1860 Copper Spur Rd, McCoy- Septic System 2 2nd Compartment outlet baffle Baffle between Compartments May 24, 2016 1860 Copper Spur Rd, McCoy- Septic System 1 1860 Copper Spur Road Field Inspection To: Copy To: Observation Date: Bob Ford, Bob’s Excavating Glenn Palmer, AEI Chris Green (Owners Rep) File Tuesday, May 24, 2016 By: Matt Wadey Date: May 24, 2016 Project Title: 1860 Copper Spur Septic System Location: McCoy Contractor: Bob’s Excavating Owner Edward Tuft (property- Tom Backus) Weather Temp. 60° at 3Pm Sunny Present at Site: Matt Wadey (AEI) & Bob Ford Permit # OWTS-10-15-13622 All infiltrator chambers were installed over a 2 day period. The system was built per plan with a minor modification of the last trench (shifted approx. 10ft west) due to a small amount of rock unearthed while excavating the beginning of the trench. The soils in the trench appeared to be consistent with the soil evaluation used for design. The existing septic field was not encountered during construction. The trenches were excavated with sufficient separation between each row (6 feet) and the proper minimum bury and maximum bury (4 feet). All pipe was schedule 40 PVC glued joint and placed with slope to drain. Inspection portal risers were installed at the beginning and ends of each row of chambers. The trenches were scarified and dry before placing the chambers into the trenches. Concrete risers were placed on top of the septic tank and grouted in place. The surrounding earth will be regraded to near the top of the risers and graded to provide positive drainage away from the existing deck and the risers. The Contractor said all trenches will be backfilled and the entire area will be rough/finish graded the next day (May 25th). The trenches were laser surveyed and the rows of chambers were laid level to follow contours. Risers added to septic tank Soils consistent with site evaluation/design May 24, 2016 1860 Copper Spur Rd, McCoy- Septic System 2 System installed with inspection risers Trenches level and spaced properly May 26, 2016 1860 Copper Spur Rd, McCoy- Septic System 1 1860 Copper Spur Road Field Inspection To: Copy To: Observation Date: Bob Ford, Bob’s Excavating Glenn Palmer, AEI Chris Green (Owners Rep) File Thursday May 26, 2016 By: Matt Wadey Date: May 26, 2016 Project Title: 1860 Copper Spur Septic System Location: McCoy Contractor: Bob’s Excavating Owner Edward Tuft (property- Tom Backus) Weather Temp. 65° at 11 am Sunny Present at Site: Matt Wadey (AEI) & Bob Ford Permit # OWTS-10-15-13622 The infiltrator trenches have been backfilled and the site graded to final condition. The owner will revegetate the site with seed and additional topsoil . After seeding the inspection portal pvc risers will be cut 3” above finish grade. The as-built drawing provided by the contractor was field verified. The system conformed to the construction plans prepared by Alpine Engineering. Looking from septic tank to system field Inspection portal pvc risers May 26, 2016 1860 Copper Spur Rd, McCoy- Septic System 2 Looking from system field towards house / septic tank West end of system field T GENERAL NOTES WIIIIIIIIIIIIIIIIIIIIIIIIIIz 0 HIGH COUNTRY FARMS a,,,,,, �PO I �o 1860 COPPER SPUR ROAD QIYIIIIIIIIImz;w EAGLE COUNTY, COLORADO �� ���� LLJ e�o HIGHWAY 131 1. Alpine Engineering, Inc., assumes no responsibility for utility locations. It is the Contractor's responsibility to field verify the location of all utilities prior to commencement of any construction. 2. The Contractor shall conform to all Eagle County rules, regulations and stipulations while accessing through or working in the County. 3. The Contractor shall take all appropriate precautions to significantly reduce any potential pollution caused by his activities, including vehicle fueling, storage of fertilizers or chemicals, etc. The Contractor shall have identified procedures for handling potential pollutants and have identified spill prevention and response procedures prior to any activities at the project site. 4. Safety is the responsibility of the Contractor. The Engineer is not responsible for safety in, on, or about the project site, nor for compliance by the appropriate party with any regulations relating hereto. 5. It is the Contractor's responsibility to obtain (and conform to) all proper construction permits. 6. The Owner will designate staging areas. 7. The Contractor shall minimize all off site tracking. All soil tracked off site shall be immediately cleaned up to the satisfaction of Eagle County and The Owner. 8. The Contractor shall protect and preserve all trees, bushes, shrubs, and ground cover in a manner acceptable to The Owner. 9. All materials and workmanship shall be subject to inspection by Eagle County and/or their representatives, and Alpine Engineering, Inc. 10. These plans were prepared without the benefit of a site specific geotechnical report. As such, Alpine Engineering Inc. assumes no responsibility for design parameters and other considerations that would have been disclosed in said report. 11. Contractor shall implement appropriate sediment control measures to prevent sediment laden flow from exiting the property. PROPOSED SEPTIC SYSTEM !'1111„�' W SITE 1860 COPPER SPUR BOND STATE BRIDGE UTILITY NOTES 1. The Contractor is warned that conflicts with existing utility services may exist. Prior to beginning any construction, the Contractor shall contact all appropriate utility companies for line locations. The Contractor shall then locate all utilities (including depth). Any conflicts with the proposed construction shall be brought to the attention of the Engineer so that line or grade changes can be made to eliminate any conflicts with these existing utilities. All existing utilities shall be protected from damage by the Contractor. Damaged utilities shall be repaired by the Contractor at no expense to the Owner. 2. All construction activities and excavating for utility trenches shall meet OSHA requirements. 3. All Sanitary Sewer System construction shall conform to Eagle County standard specifications. 5. Provide 10 feet minimum horizontal separation between water and sewer mains and services or encase per Colorado Department of Health requirements. 9. The Contractor shall verify existing pipe or manhole inverts at tie in points prior to construction. 14. All sewer lines shall have a minimum of 4.5 feet of cover, except as noted on plans (inverts provided) 15. All sewer pipe dimensions noted are inside edge of manhole to inside edge of manhole. 18. The Contractor is responsible for coordinating, conducting and scheduling for the testing of all utilities and obtaining approval and acceptance from all utilities. 21. Compaction of all trenches and bedding must be attained as per specifications. 23. If water mains cross within 18" (vertical) of sewer services, or if water mains are beneath sewer services, the contractor shall utilize the crossing detail in accordance with Regulation 43 (sleeve and encasement). MILES VICINITY MAP 1' - 0.45 MILES TROUGH ROAD GRADING NOTES 1. All work performed for this project including storm drains and culverts shall be constructed in accordance with the Eagle County standards and the project Technical Specifications. 2. All pipes shall be installed with the required bedding. 3. Elevations shown are at pipe invert unless otherwise shown. 6. The Contractor shall maintain existing drainage channels, culverts, and appurtenances during construction as necessary to protect roads and property. 7. The Contractor shall remove all topsoil and man placed fill prior to commencement of construction. EROSION CONTROL BEFORE COMMENCING GRADING OR CONSTRUCTION 1. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ASSURE THAT NO SEDIMENT LEAVES THE SITE. 2. CONSTRUCT SILT FENCE AND AND ALL SEDIMENT CONTROL DEVICES. 3. BEGIN DEMOLITION, EXCAVATION AND CONSTRUCTION. 4. TOPSOIL AND REVEGETATE ALL DISTURBED AREAS WITH APPROVED SEED MIX 5. CONTRACTOR SHALL REMOVE SEDIMENT CONTROL FACILITIES AFTER FINAL STABILIZATION. BLM r-- BLM - I I I I Ir -I o Im WELL LOCATION I W 0 of -- --�\ // 3310 AND BEYOND 1 OUSE ITCH/POND BEET NDE COVER SHEET C1 SEPTIC SYSTEM PLAN C2 DETAILS C3 IINNOI ' IICCC OWNER, HIGH COUNTRY FARM ARCHITECT, AGO STUDIOS CIVIL ENGINEER, ALPINE ENGINEERING INC LAND SURVEYOR, PEAK LAND SURVEYING -1� PROPERTY MAP 1'-200FT 87.8 ACRES EDWARD TUFT (970) 328-9474 CHRIS GREEN (970) 328-9474 KENT KRIEHN (970) 926-3373 BRENT BIGGS (970) 476-8644 I LAND BEYOr PROPERTY BOUNDARY Q J J Q CY] Cb U7 Cn Ld CY Ld Co CL (n Z Z O O cn Z Co w ow (If U 01f 0 N U N m (L X 0 :2 0 X 0 0 0 Ld Ld O z z S v) Q Ldm � Ld Q:� = U Q Q Q U � 0 SHEET C1 W7 '7180 // 1 `IN, \ \\ \\\ \\\ \ \ IN, BARN AT, f / FINISH G0ADE=7160.80' INV IN 4"=7159.40' TOP CHAMBER=7159.73' -� BOTTOM CHAMBER=71k8.73' IT IS RECOMMENDED THAT A SURVEYOR LAYOUT THE INFILTRATOR ROWS. NOTE THAT THE TRENCHES FOLLOW CONTOUR LINES, SO THAT EXCAVATION FOR TRENCHES REMAINS CONSTANT. SEE NOTE #6 AND DET L D/C3 SPECTION PORTALS REQUIRED 7 THE BEGINNING AND END OF 3 EACH INFILTRATOR ROW. - I DECK I I I / / \ WOOD SIDED \ \ 71 ;70 \ \ FINISH GRADE=7162.50' INV IN 4"=7160.80' \ TOP CHAMBER=7161.13' BOTTOM CHAMBER=7160.13' \ 1 \\1 v / 1 I � INV I / =7160.0�', / 18 LF, 4" PVC ® 3.3% / \ cc; / � o INSPECTION PORTAL (TYP) INV 4" =7161.66' i CHECK CONDITION OF EXISTING PIPE UNDER DECK. IF CAST IRON REPLACE AS MUCH AS POSSIBLE. USE RIGID COUPLING: JCM 108 UNIVERSAL COUPLING OR EQUAL (SEE DETAIL) SINGLE FAMILY RESIDENCE \\ / 2-BEDROOM IN, IN, \ �/ 3' _ 1 I� 1 !/ I I I I \ I II ,- CONNECT TO EXISTING SEWER ^LINE. \ INV IN 4"= 7162.25' \ \ INSTALL CLEANOUT \ 10 \ \ � I 5' BEN D� INSTALL CLEANOUT OPTION: COULD RUN NEW PIPE THRU EXISTING TANK IF EXCAVATION IS TOO CLOSE TO DECK 0 / 5 / i 1 � NISH GRADE=7163.50' bp INV IN 4"=7161.66' o TOP CHAMBER=7162.00' 0 BOTTOM CHAMBER=7161 00' INSPECTION AE�PROXIMATE LIMITS PORTAL (TYP) hp &a, iOF EXISTING LEACH FIELD /tea hOF�G� PG� h�o 3 a� SLT - _ _ o 012.8 ' FINISH GRADE=7161.50' \ / �'T �-T SLT SLT SLT SLr y0 INV IN 4=7160.00 �-T FINISH GRADE=7159.00' / TOP CHAMBER=7160.33' SLT - SLT SLT INV IN 4"=7157.47' BOTTOM CHAMBER=7159.33' / D SLT SLT TOP CHAMBER=7157.80' / � / + �'T � SLT BOTTOM CHAMBER=7156.80 / INSTALL SILT FENCE BELOW EXCAVATION, o / / \ / PRIOR TO CONSTRUCTION 50 - 50 -� s0 _ O 50 / �7 - \� I \\ \ /� - - - 50 50 WET► -ANDS - - 50 50' SE"BACK FROM 0 50 � I 50 50 50 ��\\ s0 I 50 // \\ \\ 0 50 � \ \ ry ( O IN, \ r3% \ 1 I // %��i/�\ \ \�I \ / / // Uc/ \ / I �, e ... ......... .. ........ , \------- - - - - -- - - - - - - - - - - - - - -W �L I IATO, cD GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) 1 inch = 10 ft. APPROXIMATE CONSTRUCTION QUANTITIES GRAVITY SEWER: APPROX. 140 L.F. 4" SCHED 40 PVC PIPE. CHAMBERS: 120 QUICK 4 STANDARD INFILTRATOR UNITS AND 10 ENDCAPS. TANK: ONE 1,000 GALLON CONCRETE SEPTIC TANK NOTES: 1. DESIGN BASED ON 2 BEDROOMS (120, 4FT LONG CHAMBERS) 2. ALL PIPE TO BE SCHEDULE 40 PVC. 3. SOLVENT WELD PIPE JOINTS PER MANUFACTURER'S RECOMMENDATIONS. 4. SCARIFY BOTTOM OF TRENCH WITH A HAND RAKE. 5. INFILTRATOR UNITS AND END CAPS ARE TO BE FASTENED WITH SHEET ROCK SCREWS. 6. CONTRACTOR SHALL KEEP TRAFFIC OFF OF FIELD DURING CONSTRUCTION. 7. PROTECT PIPE FROM FOREIGN MATERIAL INCLUDING DEBRIS, SOIL, PVC SHAVINGS, ETC. 8. THE LINE WILL BE FLUSHED UPON COMPLETION (PRIOR TO USE) AND THEN CAPPED. LEGEND PROPOSED SCHED 40 PVC SANITARY SEWER TO ABSORPTION FIELD ® PROPOSED SEPTIC TANK 0 C.O. PROPOSED SEWER CLEANOUT - - -7328- - EXISTING CONTOUR 6725 PROPOSED CONTOUR 1&P1 PERCOLATION TEST LOCATION AND NUMBER ®PIT 1 PROFILE PIT LOCATION AND NUMBER 2-1 PROPOSED SLOPE OR GRADE + 34.25 PROPOSED SPOT ELEVATION Site Specific Notes 1. Septic Tank 1.1. NOTE: The Front Range Precast Septic tank was submitted to Eagle County for approval. DO NOT use any substitutions without obtaining PRE- Approval of any materials. Tank to comply with ASTM C1227-12. 1.2. The septic tank, riser and lids shall not allow infiltration of groundwater or surface water nor allow the release of wastewater, other than thru intended pipe entrance and exit. (use polyethylene risers) 1.3. All seams and connections, including risers to be watertight. Grout the pipe penetrations, inside and out. 1.4. The Front Range Precast tanks come with gasketed pipe penetrations, also to be grouted) 1.5. The tank will be permanently labeled in a location for inspection, showing the manufacturer, model number, Effective Volume, Max depth of cover (design load), Inlet and outlet identifications. 1.6. Septic Tank Riser Lids. Each Riser shall have a secure, lockable mechanism to prevent unauthorized access. Do not bury access hatch. 1.7. Provide an effluent screen. Verify that the tank access ports are positioned to allow access to the effluent screen. 2. Abandon the existing septic tank per Regulation 43.9c (remove bottom of tank, filll with sand) If questions, contact Alpine Engineering. 3. Sewer Service Piping: 3.1. Piping to be PVC schedule 40 PVC 3.2. Bedding. all pipe is to be bedded with select material prior to final inspection by the Health Dept. Granular material free from stones, topsoil, frozen material, and compacted to support pipe. Also refer to Regulation 43. 4. Septic tanks should be designed for HS20 loading, if intended to be driven on. 5. The location of the absorption field/trenches must be surveyed/staked to insure setbacks. See plan for horizontal setbacks. 6. Use Infiltrator Brand, Quick 4 Standard Units. If contouring of the absorption rows is required, the infiltrator units are designed to bend 15', to follow contours and maintain a consistent depth of cover. 7. The infiltrator "Quick 4 standard" units are to have 1 to 1.5 feet of cover over the top of the units. See Sheet C3. 8. An as -built drawing must be provided at the final inspection for final approval from the Health Department. Contractor to provide Alpine Engineering, an as built plan, showing wyes, cleanouts, septic tank lids, and infiltrator cleanouts with tape measurements to two different house bldg. comers. 9. Compact sewer trenches to 85% standard proctor density, or per soils engineer's recommendations. 10. Provide risers on septic tanks to finish grade. Do not bury access. 11. Comply with all Eagle County and Colorado Department of Health regulations regarding septic system installation. 12. Provide inspection portals on infiltration units per Eagle County regulations - paint if required. 13. Provide a minimum of 5' horizontal distance between trees and sewer lines and septic tanks. 14. Provide cleanouts at bends, 100' maximum spacing and 5' outside buildings. 15. Provide 6' minimum between trench walls. 16. Install infiltrator system per manufacturer's recommendations and Eagle County Health Department requirements. 17. Do not begin sewer construction prior to notification of Alpine Engineering (970-926-3373). The septic system is also to be inspected by Alpine Engineering prior to backfill. Contact Eagle County Health Department for inspections. 18. Inspection Stages (by Alpine Engineering). 18.1. Excavation of septic tanks, after bedding, prior to setting vaults/tanks. 18.2. Excavation of sewer trenches, with pipes exposed, pipe bedding installed, prior to backfill. 18.3. Excavation of first row of infiltrators, prior to installation of infiltrator units, with other infiltrator rows approximately staked for excavation. 18.4. Excavation of remaining infiltrator trenches, prior to backfill. 18.5. All infiltrator trenches after units have been installed, with interconnecting piping installed. 19. Alpine Engineering recommends that the disposal field be seeded after installation of the subsurface disposal system. A good native grass cover will promote evapotranspiration from the field. Alpine recommends using a seed mix such as "Foothills Pasture", or Prairie" mix available at local feed and seed stores. These mixes do not require irrigation and develop a growth 10 to 15 inches high. No automatic sprinkler system should be installed above the disposal field. 20. The Owner must realize an on -site sewage disposal is considerably different from public sewer services. The Owner must be aware of and assume responsibility for continued maintenance of the system. Alpine recommends pumping the septic tanks at the end of the first year of use to monitor sludge accumulation and at a minimum of every two years afterwards. Comply with Eagle Countys maintenance schedule which may be more frequent. There are also daily considerations such as not putting plastic or non -biodegradable material down the sewage disposal system. Also, water use must be carefully monitored so toilets are not allowed to run when seals malfunction. Excessive loading (such as from running toilets) will flood and irrevocably harm the system and stress the on -site well. 21. Provide a minimum 10' separation between water and sewer lines or encase per Colorado Department of Health regulations. 22. Provide two (2) "swing" ties to sewer cleanouts, septic tank, and absorption trench corners to and from building comers as required by Eagle County for as-builts. 23. The septic system was NOT designed to include any discharge from a water softener, Reverse Osmosis or other water treatment systems. 24. No spas, or other high use water demands were included in the design of the septic system. 25. The septic tanks should be initially pumped on an annual basis to determine expected pump frequency. Tanks should be pumped by a company that is a member of the National Association of Wastewater Technicians. 26. If rocks are encountered during the excavation of the soil treatment area contact Alpine Engineering for options. 27. The septic system design is based on 75 gallons per day (gpd) per person use, which assumes Low flow fixtures are used, and normal water usage. 28. No unusual domestic (high flow, or long duration) water uses are included in the septic system design, such as long showers, or shower heads over 1.5 gpm. 29. Leaky toilets, or any other leaky fixture adds water to the septic system, will cause the septic system to fail, which it is not designed for. 30. Frequent parties, or any other high use events, which would exceed 450 gallons per day of domestic use, or any other high water use event, is not included in the septic system design, and could cause the septic system to fail. 31. Plumbing plans were not available at the time of septic system design. If any of the assumptions noted in the Regulation 43 application are not correct, notify AEI (970-926-3373) prior to installing any part of the septic system. 32. All plumbing fixtures must be approved low flow water conserving type. U . Z oro PO CC,4 PO I OCO r V dF, N 0 Z X o'� a o , LLI Zct) W ZoM Z CD om3N L o Z o 0) LL_I W J J Q Q m m (/) C() w G' C�6 L Z Z O_ O_ � Z � w O w � U � LO IL,j j I Q N � � I U N O m X \ 0 0 X O 0 Q w w O CD U LW U5 Q W M � w Q:� = O Q 0 0 U � 0 SHEET C2 d I_1 1000 Gal. Two compartment Septic Tank - Fr if e Fr 1 ■ Monolithic tank meets AST M-C-1227 Spec. for water and wastewater PLAIN — Structures. Butyl rubber sealant meets Fed- Spec. SS-S-21 OA. (Provided with tank) --- - ■ All plumbing shown in Inlet Outlet diagram is 4" SDR 35. - Cn - (Provided with tank) I I 5'-6" or heavy duty pa yet y ene riser system sFcrronr 4' Push Seal Gasket typical — -* In, 3.5" 55" A 4" 8'-6" 6.. B POSITION EXI TEE SO IT IS UN ER VAULT ACCE S OPENING ANIE REMOVABLE WRENCO EFFLUENT F14TER IS ACCESSIBLE Part # Capacities (gallons) A B Approximate Weights Tank Lid Baffle Wall Total PCA-000-252 640 430 6,995Ibs 2,550lbs 9101bs 10,455lbs FW.- - Watert[gf7t Front Range Precast Concrete, Inc. 5439 N. Foothills Highway, Boulder, Colorado 80302 Phone (303) 442-3207 • (800) 783.3207 • Fax (303) 442.3209 ► vvw.flxx.com 7 SEPTIC TANK INFILTRATOR"' water technologies JCM 108 Universal Clamp Coupling for Sewer Pipe JCM 138 All Stainless Steel Universal Clamp Coupling for Sewer Pipe For quick, economical, permanent connection of sewer pipe, straight connections of the same type of pipe, or transition from one type of pipe to another. The JCM Universal clamp coupling for sewer pipe is designed to connect and repair all types of gravity flow sevrer pipe. Each clamp coupling has a aide range of sizes to accommodate the manufacturing tolerances of this type of pipe. This assures a simple and proper installation even under the most adverse field conditions. JCM Universal clamp couplings are furnished standard to join pipe of the same outside dameter. Transition gasket material is furnished t th the clamp coupling when a transition is indicated. JCM UCC for Sewer Pipe is Priced on Application. For quotation. contact the JCM Inside Sales Team at 1-800-527.6482 or 1-803-832- 2591. Universal Clamp Couplings for Sewer Pipe 108 Straight Clamp Coupling 1D8 Transition Clamp Coupling 138 All Stainless Clamp Coupling For repair or connection of similar For repairing or connecting pipe of For use In hot or acidic soil conditions. Q.D. pipe. different O.D.S. Available in straight & transition styles- 44t Ak L 1 _ % IGI RIGID CLAMP COUPLING � Quic►��.�US The Quick4° Plus Standard Chamber The Quick4 Plus Standard Chamber z offers maximum strength through its two center structural columns. This chamber can be installed in a 36-inch-wide trench. Like the original line of Quick4 chambers, it offers advanced contouring capability with its Contour Swivel ConnectionT^r which permits turns up to 15-degrees, right or left. It is also available in four -foot lengths to provide optimal installation flexibility. The Quick4 Plus All -in -One 12 Ouick4 Plus Standard Chamber Benefits: Endcap, and the Quick4 Periscope - Two center structural columns offer increased stability and superior strength are available with this chamber, - Advanced contouring connections providing increased flexibility in • Latching mechanism allows for quick installation system oonfigurations. - Four -foot chamber lengths are easy to handle and install • Supports wheel loads of 16,000 Ibs/axle with 12" of cover Maximum Strength r- r r 5ixe 34"W x 53"L x 12"HI (864 mm x 1346 mm x 305 mm) Effective Length 48" (1219 mm) Lauver Height 8" (203 mm) Storage Capacity 47 gal (178 L) Invert Height 0.6" (15 mm), 5.3" (135 mm), 8.0" (203 mm), 12.7" (323 mm) APPROVED in Quick4 Plus All -in -One 12 Endcap Benefits: • May be used at the end of chamber row for an inlet/outlet or can be installed mid -trench • Mid -trench connection feature allows construction of chamber rows with center feed, as an alternative to inletting at the ends of chamber rows • Center -feed connection allows for easy installation of serial distribution systems • Pipe connection options include sides, ends or top Quick4 Plus All -in -One Periscope Benefits: • Allows for raised invert installations • 1800 directional inletting • 12" raised invert is ideal for serial applications CerI ffled by the International Association of Plumbing and Mechanical Officials {IAPMO} 0 PLUG AND CAP— BACKFILL & COMPACT TO SPECIFICATIONS 4" PVC COMPACTED 3/4" SCREENED ROCK EAST JORDAN IRON WORKS 8555-10" VALVE BOX 6800 5 1 /4" DROP LID MARKED SEWER (2) 22-1/2' ELBOWS OR 45' BEND BELL TYPE PLUG, WHERE REQUIRED Y FLOW ly SEWER LINE, SEE WYE WITH 45' ELBOW PLAN FOR SIZE (ALL BELL FITTINGS) SEWER CLEANOUT DETAIL QUICK 4 STANDARD INFILTRATOR N.T.S. SERIAL DISTRIBUTION SYSTEM THE TOP PORTALS ON BOTH END UNITS (TO ENTER AND EXIT) ARE USED. QUICK4 STANDARD MULTIPORT END CAP 16" INVERT HEIGHT g" 12" 34" INFILTRATOR SYSTEMS INC. QUICK4 STANDARD CHAMBER DETAIL NOT TO SCALE 10' MAXIMUM CENTER TO CENTER 36" MINIMUM LENGTH FENCE POST, DRIVEN A MINIMUM OF 16" INTO GROUND 16" MINIMUM HEIGHT OF GEOTEXTILE CLASS F 11 j V \ 8" MINIMUM DEPTH IN V \ ji GROUND FLOW FLOW PERSPECTIVE VIEW 36" MINIMUM FENCE POST LENGTH FILTER CLOTH FENCE POST SECTION MINIMUM 20" ABOVE GROUND FLOW UNDISTURBED GROUND EMBED GEOTEXTILE CLASS F A MINIMUM OF 8" VERTICALLY INTO THE GROUND FENCE POST DRIVEN A MINIMUM OF 16" INTO THE GROUND CROSS SECTION POSTS SECTION B SECTION A STAPLE STAPLE JOINING TWO ADJACENT SILT FENCE SECTIONS (TOP VIEW) Construction Specifications 1. Fence posts shall be a minimum of 36" long driven 16" minimum into the ground. Wood posts shall be 11/2" x 11/2" square (minimum) cut, or 13/4" 1 (minimum) round and shall be of sound quality hardwood. Steel posts will be standard T or U section weighting not less than 1.00 pond per linear foot. 2. Geotextile shall be fastened securely to each fence post with wire ties or staples at top and midsection and shall meet the following requirements for Geotextile Class F: Tensile Strength 50 Ibs/in (min.) Test: MSMT 509 Tensile Modulus 20 Ibs/in (min.) Test: MSMT 509 Flow Rate 0.3 gal ft / minute (max.) Test: MSMT 322 Filtering Efficiency 75% (min.) Test: MSMT 322 3. Where ends of geotextile fabric come together, they shall be overlapped, folded and stapled to prevent sediment bypass. 4. Silt Fence shall be inspected after each rainfall event and maintained when bulges occur or when sediment accumulation reached 50% of the fabric height. SILT FENCE EXISTING GROUND i 12" COVER 1 TYPICAL INFILTRATOR INSTALLATION SECTION A —A 7165 716C DATUM ELEY SCALE. HORIZ- 1"=5' VE R T- 1 "= 5' 4-inch (100-mm) BiotubeO Effluent Filters Extendable Applicationstee handle Orenco°4-inch Biotube° Effluent Filters are designed to Vented top plate, remove solids from effluent leaving residential septic tanks. standard They can be used in new and existing tanks atflows of up to 1200 g pd. General Biotubes Oren Co 4-inch Biotube Effluent Filters (U.S. Patents No. 4,439,323 and 5,492,635) are used to improve the quality of effluent exiting a septic tank in a residential septic system. Increased effluent quality improves system performance and extendsdrainfield life. �iatube�'filter The Biotube cartridge fits tightly in thevaultand is removable for cart rdge maintenance. The tee handle can be extended fore asy removal of the cartridge. Standard Models FTSO444-36, FTSO444-36M, FTW0436-28, FTW0436-28M FTW0444-36, FTW0444-36M Product Code Diagram FT ® M 04 44 - 36 - ❑ Tw moduhUorandfloat milch brad-toptions; Blank = nooptionsselel;tad M -flow modulation plate installed Flowmodulation A = loatswdchhrmWinstalled plate (optional) Cartridge heght,in. 00: 28 = 28 F11 j, standard 36 - M P14j, stardaid Filter hou',ing he0M, in. Inn 4: 36 = 36 (914), stardard Vault 44 = 44If118},standard 4-in. yYOo-mmj filter diameter OuIR tee: Biotube®filter W = fils-rype3034outlet tee vault f Inlet holes S = fit ahadule40out be Filer mesh option: Bank = 'A -in. (3-i-Ifiller mesh P = 'Actin. (1.0-mmj fi lter mesh Biotubeeffluentfi%F Materials of Construction Vault PVC Biotubeb cartridge Polypropylene and polyethylene Handle components PVC, polyethylene, stainless steel 0 re nco Systeri I nc. ,814Airway AvI Suthe it in, 0 R 9 7479 USA 800-348-9843 • 541-459-4449 • www.orenco.com NT071 rev-1.3, 9 08l19 Page 1 of F SEPTIC TANK EFFLUENT FILTER PROPOSED GROUND XISTING GROUND TOP OF INFILTRATOR AT OR BELOW EXISTING GROUND MINIMUM INFILTRATOR INSTALLATION FINISH GRADE FG=7160.80' BOTTOM OF TRENCH — BOTTOM 0 TRENCH _ FG=71 9.00' =7160.1' BOTTOM OF TRENCH BOTTOM OF TREN — — 7159.3' =71 8. ' 71;� NII. B^rrf%L OF TRENCH =7156. ' 7150.00 0+ 00 0+10 0+20 0+ 30 0+40 0+50 7165 es] 7155 0+60 U a . Z O mN .Coto .Coto ELF, X e z� oX Q � a �` /�/ L L w o , LL-I U) 0 V) r<, LLB zo M Z to m3N CD -,, Zof o of rn LL-I W e �x J J Q Q m m Uri cn uJ — m m � LrJ co m Un z z 0 0 i-n z Cn w 0 0w IY U (Y uO Q N CD � I I rn T U N 0 m a- X J U 0 X r- cD :2 CD X 0 0 0 w w O CD U Li U) Q LrJ m I— LrJ 10:� = 0 Q SHEET C3 IDI INFILTRATOR CHAMBER DETAIL E INFILTRATOR CHAMBER SECTION