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Home My WebLink About18231 Hwy 131 - 168908401001Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970) 328-8730 Fax: (970) 328-7185 Permit Permit No. OWTS-027214-2023 Permit Type: OWTS Permit Work Classification: Major Repair Permit Status: Active Issue Date: 7/5/2023 Expires: 11/2/2023 On-Site Wastewater Treatement System Project Address Parcel Number 18231 HWY 131, BOND, 80423 168908401001 Owner Information Address Jeff Goodwin Phone: Cell: (970) 653-5555 Email: jvgoodwin@msn.com Inspections: For Inspections Call: (970) 328-8755 Engineer Phone Email LKP Engineering, Inc., Luiza Petrovska, PE (970) 390-0307 luiza@lkpeng.com Contractor License Number Phone Email Permitted Construction / Details: Install the new system exactly as depicted in the LKP Inc design dated, stamped and signed on June 12th, 2023 by Luiza Petrovska, PE. This system is designed to completely replace the system originally permitted under #0685IS and will accommodate the maximum daily flows for a 2 bedroom residence. Abandonment of the existing tank must be completed in conformance with ECPHA OWTS Regulation 43.9.C. The OWTS consists of one sewer line from the residence. An Infiltrator IM-1060, two-compartment poly septic tank with an effluent filter in the outlet tee followed by an Infiltrator IM-540 single compartment poly septic tank equipped with an Orenco PF500511 high head pump assemble will be used. If concrete tanks are available, a 3 compartment concrete tank will be used instead. The pump will be set to dose 90 gallons per dose. The STA consists of one bed with four rows of 8 Infiltrator Quick4 Plus Standard chambers for a total of 32. The native soils will be excavated, mixed and replaced in the bed. A licensed installer has not been identified. No person shall install, renovate, or repair an OWTS in Eagle County (EC) without a valid EC Systems Contractor License. Any person that conducts a business as a systems contractor without having obtained a valid license section commits a Class 1 petty offense as defined in section 18-1.3-503, C.R.S. Please notify the department when an installer is identified, prior to installation of the OWTS. 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 or occupancy of the dwelling. 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 Salinsky Date July 05, 2023 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 Wednesday, July 5, 2023 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-525955-2023 Permit Number: OWTS-027214-2023 Inspection Date: 09/28/2023 Inspector: Weems, Kirk Permit Type: OWTS Permit Inspection Type: OWTS Final Inspection Work Classification: Major RepairOwner:Jeff Goodwin Job Address:18231 HWY 131 IVR Pin Number:199283 BOND, CO 80423 Project:<NONE> Parcel Number:168908401001 Contractor:Phone: (970) 471-6292 / Cell: (970) 471-6292Alpha Excavation LLC Inspection Status: Approved Inspection Notes System correctly installed according to PE plans and ECEH OWTS regulations. Inspector Comments Added Item: Septic Tank 09/28/23 Valley Precast 1000 gal CP3 three compartment. Effluent filter in outlet between 2nd and 3rd tank. Biotube with pump assembly in third chamber. Risers installed to grade, control panel with audio and visual alarm is in view of tank, mounted on post next to retaining wall. Travor with Alpha Excavating will work with property owner to get photos of decommissioned tank. Added Item: Record Drawing Received 10/5/2023 from LKP Inc. Added Item: Record Photos Received 10/5/2023 from LKP Inc. Added Item: Site and Soil Received 6/27/2023 from LKP Inc. Added Item: Final Certification Letter Received 10/5/2023 from LKP Inc. Added Item: General Plan Received 6/27/2023 from LKP Inc. Added Item: Soil Treatment Area (STA) 09/28/2023 - STA installed according to plan. Squirt test confirms distal head pressure 5'+. Added Item: Identification of Systems Contractor Alpha Excavating was licensed contractor who installed system. Friday, October 6, 2023 For more information visit: http://www.eaglecounty.us Page 1 of 2 Friday, October 6, 2023 For more information visit: http://www.eaglecounty.us Page 2 of 2 P.O. Box 724, Eagle, CO 81631 Tel. (970) 390-0307 www.LKPEngineering,com October 4, 2023 Jeff Goodwin 18231 Hwy 131 Bond, CO 80423-9507 E-mail: jvgoodwin@msn.com 970-653-5555 RE: Inspection of Septic System Installation 2-Brm, Goodwin Residence - New OWTS Lot 1, JD River Ranches Subdivision Parcel Number: 1689-084-01-001 18321 HWY 131 Eagle County, Colorado Project No. 22-3655 – OWTS-027214-2023 Dear Jeff: At the request of the septic system installer, Travor Dunsdon, Alpha Excavation, LLC on September 28, 2023, we visited your property on Lot 1, JD River Ranches Subdivision, Parcel Number: 1689-084- 01-001, 18321 HWY 131, Eagle County, Colorado. The purpose of our site visit was to inspect the installation of the septic system. The system was installed in overall compliance with the septic system design, Drawing No. 22- 3655OWTS.dwg, dated June 12, 2023. At the time of the inspection, we observed the following: They installed 1000-gallons, three-compartment, precast, concrete septic tank, by Valley Precast with an effluent filter in the second compartment, and an Orenco PF500511 high-head pump assembly in the third compartment. The effluent filter had the handle extended close to the top of the riser. The pump tank access ports had 24-inch, corrugated, plastic risers with insulated and secured, green, plastic covers. The control panel was installed against the existing, timber retaining wall, between the house and the septic tank. The effluent line from the pump chamber to end manifold of the soil treatment area, was about 47-feet long, 1.5-inch diameter, sch40 pvc pipe. The end manifold was about 9-feet long, 1.5-inch sch40 pvc. The soil treatment area consisted of infiltrator chambers arranged in a bed configuration with four rows of 8 Quick Four Plus Standard Infiltrator Chambers in each. Two feet of the onsite material was excavated, mixed, and backfilled into the excavated bed. Pressure dosing system consisting of 32-ft, 1.25-inch sch40 laterals perforated at the top with 1/8-inch holes at 4-ft intervals, suspended from the side of each row of infiltrator chambers. The ends of the laterals were equipped with flushing assemblies. A squirt test was performed during the inspection, and it was satisfactory. Four inspection ports were installed (in the end caps of the first and last chamber of outside rows of infiltrators) in the openings opposite the pressure distribution lines. The system installation and the startup of the pump system were done by the installer, Travor Dunsdon, Alpha Excavation, LLC. Kirk Weems, ECEH Department, was present during the inspection. There is no other warranty either expressed or implied. Sincerely, LKP Engineering, Inc. Luiza Petrovska, PE cc: Eagle County Environmental Health Department E-mail: environment@eaglecounty.us J:\_WP X4-LKP\_2022\22-3655OSIQ4PLUS-BED-OEX-PRESSURE.DOCX 10/04/2023 APPROX LOCATION OF PRELIMINARY INCREASE IN FLOODPLAIN EXISTING 100-YR FLOODPLAIN 28'3'EXISTING SEPTIC TANK (BROKEN AND FILLED WITH ON-SITE SOIL) ACCORDING TO THE ECEH DEPARTMENT REGULATIONS, OWTS #43.9C.1 - ABANDONMENT OF TANK) ~32', 1.25-INCH DIAMETER LATERALS, PERFORATED WITH 1/8-INCH HOLES AT 4-FOOT INTERVALS AT THE TOP OF THE LATERAL STA BED WITH 4 ROWS OF 8 INFILTRATOR CHAMBERS PER ROW DRILLED ONE 1/4-INCH HOLE AT THE INVERT OF THE FAR END OF EACH OF THE LATERALS FOR DRAINING OF THE REMAINING EFFLUENT FROM THE PIPE BETWEEN DOSING AND PLACED A ROCK UNDER IT TO PREVENT EROSION (TYPICAL) QUICK 4 PLUS, STANDARD INFILTRATOR CHAMBER (TYPICAL) 8.9 FEET, 1.25-INCH DIAM. SCH40PVC END MANIFOLD INSPECTION PORTS ON THE FOUR CORNERS OF THE STA BED FLUSHING ASSEMBLIES 39' 19' 4 4 ' ABOUT 47 FEET OF 1.5 INCH SCH40 PVC TRANSPORT (EFFLUENT LINE) CONTROL PANEL ABOUT 22 FEET, NEW, 4-INCH DIAMETER, SDR35 PVC, BUILDING SEWER LINE 192'22'32'44'1000-GALLONS, THREE-COMPARTMENT, PRECAST, CONCRETE SEPTIC TANK, BY VALLEY PRECAST WITH AN EFFLUENT FILTER IN THE SECOND COMPARTMENT, AND AN ORENCO PUMP ASSEMBLY IN THE THIRD COMPARTMENT. SKETCH PROJECT NO.: DATE: PROJECT DESCRIPTION:LKP Engineering, Inc. CIVIL/GEOTECHNICAL PERMIT NO.:AS-BUILT 22-3655 OWTS-027214-2023 September 28, 2023 P.O. Box 724 Eagle, CO 81631, (970) 390-0307, www.LKPEngineering.com GOODWIN RESIDENCE LOT 1, JD RIVER RANCHES 18231 HWY 131 (Parcel Number 1689-084-01-001) EAGLE COUNTY, COLORADO P.O. Box 724, Eagle, CO 81631 Tel. 970-390-0307 www.LKPEngineering.com June 12, 2023 Jeff Goodwin 18231 Hwy 131 Bond, CO 80423-9507 E-mail: jvgoodwin@msn.com 970-653-5555 RE: Soil and Site Evaluation – 2-Brm, Goodwin Residence - New OWTS Lot 1, JD River Ranches Subdivision Parcel Number: 1689-084-01-001 18321 HWY 131 Eagle County, Colorado Project No. 22-3655 Dear Jeff: Following is the soil/site evaluation for the proposed Onsite Wastewater Treatment System (OWTS) replacement for the existing, two-bedroom residence, on Lot 1, JD River Ranches Subdivision, Parcel Number: 1689-084-01-001, 18321 Highway 131, Eagle County, Colorado. The proposed system a replacement system for an existing, two-bedroom residence. The failed septic tank will be removed and disposed, according to the ECEH department regulations, OWTS #43.9C.1 - Abandonment of Tank. The proposed new system will consist of a three- compartment, concrete septic tank, or Infiltrator tanks, IM-1060 with two compartments, and IM-540, one compartment. An effluent filter will be installed in the tee of the second compartment, and an Orenco Pump assembly will be installed in the third compartment of the 3- compartment, concrete tank (if that what is used), or the single compartment of the infiltrator tank IM-540. The Soil Treatment Area STA, will consist of a bed with four rows with 8 Quick 4 Plus, Standard Infiltrator Chambers, for a total of 32 infiltrator chambers. The soil below the infiltrator chambers will be improved by excavating two feet of the existing soil, mixing, and placing it back in the excavation, per the requirements of the OWTS #43 regulations, soil Type 2, Option 2, Treatment Level 3. The infiltrator chambers will be installed over two feet of the on-site, overexcavated silty, gravelly sand, mixed, and placed back into the excavation. The effluent will be applied with pressure dosing with an Orenco Pump. ! Preliminary Investigation G Address: 18321 Highway 131, Eagle County, Colorado G Legal Description: Lot 1, JD River Ranches Subdivision, Parcel Number: 1689-084-01-001, Eagle County, Colorado. G Existing Structures: There are is an existing, two - bedroom, residence. G Location of existing and proposed wells on property: There is an existing well, located south of the residence, and east of the driveway. G ECEHD (Eagle County Environmental Health Department) records: We did not find records of existing septic system on the property. As far as we know there is an existing septic tank, that is failing. Page 2 of 3 P.O. Box 724, Eagle, CO 81631 Tel. 970-390-0307 www.LKPEngineering.com 18321 Highway 131, 2-Bedroom Goodwin Residence June 12, 2023 Project No. 22-3655 G Topography: The topography of the leachfield site has slope of between 9 and 12 percent, sloping to the east. G Soil Data: Two profile holes were excavated by the owner. The soil exposed in the profile holes was as follows: Profile Hole #1 0 to 4-inch loose, silt layer 4-inch to 7.5 feet silty, sandy gravel with sub-round, river rock cobbles No Ground Water Encountered Profile Hole No. 2 0 to 1 foot topsoil with roots 1 to 7.5 feet silty, sandy gravel with sub-round, river rock cobbles No Ground Water Encountered The profile holes were dug on June 7, 2023, by the owner. G Location of applicable setbacks in Table 7-1 ! Reconnaissance G Landscape position: The proposed leachfield site is located on a back/toe slope. G Topography: The topography of the proposed leachfield site is moderate. G Vegetation: The vegetation within the proposed leachfield site consisted of grass. surface. To the north, east, and south of the leachfield, the vegetation was similar. The area to the west of the proposed STA, (back of the existing garage) had gravel covered G Natural and cultural features: The property is within the Colorado River watershed area, and it is on the west bank of the river, north of Dotsero, Colorado. G Current and historic land use: The current use is residential and ranching. It appears that previous use was similar. ! Detailed Soil Investigation G Visual and tactile evaluation of two or more soil profile test pit excavation; two profile holes were observed and logged and visual and tactile evaluation test was done. G Percolation tests plus one or more soil profile holes or one or more profile test pit excavations: On June 7, 2023, during our site visit, two profile holes were excavated by the owner, near the proposed STA area. The holes were observed, logged, and soil samples for tactile test were taken. ! Report and Site Plan G Name, address, telephone number, email address, and credentials and qualification of individual who conducted site evaluation: This site Page 3 of 3 P.O. Box 724, Eagle, CO 81631 Tel. 970-390-0307 www.LKPEngineering.com 18321 Highway 131, 2-Bedroom Goodwin Residence June 12, 2023 Project No. 22-3655 evaluation was completed by Luiza Petrovska, PE, of LKP Engineering, Inc. LKP Engineering, Inc., is located at 67 Robins Egg Lane, Eagle, Colorado. The phone number is 970-390-0307 and Luiza=s email is luiza@lkpeng.com G Dates of preliminary and detailed evaluation: June 7, 2023. G A graphic soil log, to scale: Attached G Setback distances in Table 7-1: G Well, / Cistern Potable water Structure with basement Structure w/o basement EPL Lake Surface Water River Dry Gulch Septic Tank Tank 140’+ 10’+ n/a 20’+ WPL500’+ 330’+ n/a - STA 192’+ 25’+ n/a 70’+ WPL560’+ 300’+ n/a ~33’+ G G Setback distances in Table 7-2: Items 1-3, were observed for horizontal separation and Item 4 for vertical separation. G A drawing (to scale) with complete property boundary lines on minimum of 8.5 x 11" # Label profile test pits/holes # North Arrow # Graphic scale # Horizontal and vertical reference points of proposed STA # Contours OR slope direction and % slope # Location of any visible or known unsuitable, disturbed, or compacted soils # The proposed elevation of the infiltrative surface of the STA from benchmark or ground surface G Anticipated construction related issues: none. G Assessment of known or foreseeable land use changes expected to affect the system performance: None known. G Narrative explaining difficulties encountered during site evaluation: none The graphic soil logs are appended to this report. LKP Engineering, Inc. Luiza Petrovska, PE J:\_WP X4-LKP\_2022\22-3655SOIL-SITE-EVAL-BED-PRESSURE-OEX.DOCX 6/12/2023 PROFILE HOLE #10 TO 4-INCH LOOSE, SILT LAYER4-INCH TO 7.5 FEET SILTY, SANDYGRAVEL WITH SUB-ROUND, RIVERROCK COBBLESNO GROUND WATER ENCOUNTEREDDESIGN CALCULATIONS FOR A REPLACEMENT OF THE EXISITNG SYSTEMDESIGN LONG TERM ACCEPTANCE RATE RATE = 0.8 GPD/SFNUMBER OF BEDROOMS: 2MAXIMUM DAILY FLOW = QMAXQmax = 2 BEDROOMS X 2 PERSONS/BEDROOM X 75 GALLONS/PERSON/DAYQMAX = 300 GPDSEPTIC TANKSEPTIC TANKV = 1000 GALLONS FOR 2 TO 3 BEDROOMS PLUS 250 GALLONS FOR EACH ADDITIONAL BEDROOMUSE 1000-GALLONS TWO COMPARTMENTS, PLASTIC SEPTIC TANK WITH AN EFFLUENT FILTER, IM-1060INFILTRATOR, AND AN IM-540 INFILTRATOR POLY TANK - 1CP WITH HIGH HEAD PUMP BY VALLEY PRECASTOR EQUIVALENT APPROVED BY THE ENGINEER. IF AVAILABLE, WE RECOMMEND, 1000-GALLONS,3-COMPARTMENTS, CONCRETE SEPTIC TANK BY VALLEY PRECAST.ABSORPTION AREABASED ON APPLICATION RATE:A = 300GPD/0.8GPD/S.F.A = 375S.F.QUICK 4 PLUS, STANDARD INFILTRATOR CHAMBER SYSTEM IN A BED CONFIGURATION CONSTRUCTED OVER2 FEET OF REMOVED AND REPLACED ON SITE MATERIALSURFACE AREA OF ONE QUICK4, PLUS STANDARD INFILTRATOR CHAMBER = 12 S.F.USE 32 QUICK4, PLUS, STANDARD, INFILTRATOR CHAMBERS IN BED AS SHOWN ON THE PLAN.NOTES:1. THE SEPTIC PUMP TANK SHALL BE INSTALLED LEVEL.2. THE TANK SHALL HAVE RISERS EXTENDING TO OR ABOVE FINAL GRADE.3. EACH RISER LEAD WILL HAVE A SECURE CLOSING MECHANISM, SUCH AS A LOCK, SPECIAL HEADED BOLTSOR SCREWS, OR SUFFICIENT WEIGHT TO PREVENT UNAUTHORIZED ACCESS.4.THE SEPTIC PUMP TANK AND ALL THE PIPING WILL BE BACKFILLED UP TO THE INVERTS PRIOR TOSCHEDULING AN INSPECTION.5. THE BED WITH THE INFILTRATOR CHAMBERS SHALL BE INSTALLED LEVEL, ALONG THE CONTOUR.6. EXCAVATE NINE (9) FEET WIDE BED7. THE BOTTOM AND THE SIDEWALLS OF THE BED SHALL BE RAKED (IF NEEDED) TO ELIMINATE SMEARING.8. THE BED WILL BE EXCAVATED ADDITIONAL FOUR FEET BELOW THE PROPOSED BOTTOM OF THEINFILTRATOR CHAMBERS. THE EXCAVATED SOIL WILL BE MIXED AND PLACED BACK INTO THE EXCAVATEDBED.9. MARK A LINE ON THE BED EXCAVATION WALLS AT THE 4-FOOT DEPTH FROM THE BOTTOM WITH SPRAYPAINT BEFORE THE PLACEMENT OF THE OVER EXCAVATED MATERIAL10. ASSEMBLE AND INSTALL THE INFILTRATOR CHAMBERS IN THE BED ACCORDING TO THE MANUFACTURERSRECOMMENDATIONS.11. INSTALL THE PERFORATED PRESSURE DISTRIBUTION LATERALS ACCORDING TO THE MANUFACTURERSRECOMMENDATIONS.12. SCHEDULE INSPECTION OF THE SYSTEM AND A SQUIRT TEST OF THE LATERALS13. BACKFILL THE SIDEWALL AREA WITH NATIVE ON-SITE SOIL FOR PROPER SUPPORT.14. BACKFILL THE BED WITH A MINIMUM OF 12 INCHES OF TAMPED SOIL COVER.15. THE FINAL GRADING OVERT THE STA WILL PROVIDE FOR UNIFORM RUNOFF AWAY FROM THE SOILTREATMENT AREA, WITHOUT ALLOWING WATER TO PUDDLE ON TOP.16. AVOID VEHICLE TRAFFIC OVER THE SYSTEM.17. ALL INSTALLATIONS SHALL MEET THE RULES AND REGULATIONS OF THE EAGLE COUNTYENVIRONMENTAL HEALTH DEPARTMENT AND OWTS REG 43 EFFECTIVE AUGUST 24, 2018 .18.FOR THE INSPECTION OF THE SEPTIC SYSTEM - NOTIFY THE EAGLE COUNTY ENVIRONMENTAL HEALTHDEPARTMENT AND THE DESIGN ENGINEER A MINIMUM OF 48-HOURS PRIOR TO BACKFILLING ANY PART OFTHE SYSTEM TO SCHEDULE AN INSPECTION.USE PRESSURE DISTRIBUTION, REMOVE, MIX, REPLACE 2 FEET OF THE EXISTING MATERIAL WITH AMAXIMUM LTAR OF THE RECEIVING SOIL FOR TL3 (TABLE 10-1) = 0.8 GPD/SFFROM PROFILE HOLES 1 AND 2 - SAMPLE AT 3.5 AND 4 FEET, RIBBON <1", VERY GRITTY, TYPE 2SOIL, >35% ROCK>2MM, SANDY LOAM - LTAR = 0.6 GPD/SF, R-1, OPTION 2PROFILE HOLE #20 TO 1 FOOT TOPSOIL WITH ROOTS1 TO 7.5 FEET SILTY, SANDY GRAVELWITH SUB-ROUND, RIVER ROCKCOBBLESNO GROUND WATER ENCOUNTEREDTOPO by Brent Biggs, PLSPeak Land Consultants, Inc. INFILTRATOR SYSTEMS INC.QUICK4 PLUS STANDARD CHAMBERTYPICAL BED DETAILSECTION VIEW(NOT TO SCALE)NATIVE BACKFILLTOPSOIL2'PRESSUREDISTRIBUTIONLINES4-FT MAX.ESTABLISH VEGETATIVE COVER12-FTINFILTRATIVE SURFACE IMPROVEMENT:EXCAVATE THE BED TO A DEPTH OF 2 FEET BELOW THE PROPOSEDBOTTOM OF THE INFILTRATOR CHAMBERS. MIX THE EXCAVATEDMATERIAL AND PLACE IT BACK IN THE BED TO A THICKNESS OF2-FEET BELOW THE BOTTOM OF THE INFILTRATORS.ONSITE MATERIALEXCAVATED, MIXEDAND BACKFILLEDEXISTING2-BEDROOMRESIDENCEINVin=6665'OWTS X-SECTION SKETCHN.T.S RIM EL=6668'CLEANOUT1000 GALLON - 2-COMPARTMENTS,IM-1060, INFILTRATOR PLASTIC TANKIM-540 INFILTRATOR POLY TANK - 1CPWITH HIGH HEAD ORENCO PUMPEFFLUENT FILTERASSUMEDEL=6667.8'24" ACCESS PORTINVout=6664.5'ABOUT 36 FEET OF 1.5-INCHSCH40 PVC TRANSPORT(EFFLUENT LINE)INVin=6665.7'INVout=6664.75'INFILTRATOR SYSTEMS INC.QUICK4 PLUS STANDARD CHAMBERTYPICAL BED DETAILSECTION VIEW(NOT TO SCALE)NATIVE BACKFILLTOPSOIL2'4-FT MAX.ESTABLISH VEGETATIVE COVER12-FT~68ONSITE MATERIALEXCAVATED, MIXEDAND BACKFILLEDINLETOUTLET~65~69NEW, 4-INCH DIAMETER, SDR35 PVC,BUILDING SEWER LINE AT 2% SLOPEFOR THE FIRST AND LAST 4 FEETPRELIMINARYINCREASE INFLOODPLAINEXISTING 100-YRFLOODPLAIN57'39'22'16'28'3'EXISTING SEPTIC TANK (TO REMOVED ANDDISPOSED ACCORDING TO THE ECEHDEPARTMENT REGULATIONS, OWTS #43.9C.1- ABANDONMENT OF TANK)PROF - 2PROF - 1~32', 1.25-INCH DIAMETER LATERALS,PERFORATED WITH 1/8-INCH HOLES AT 4-FOOTINTERVALS AT THE TOP OF THE LATERALSTA BED WITH 4 ROWSOF 8 INFILTRATORCHAMBERS PER ROWDRILL ONE 1/4-INCH HOLE AT THE INVERT OF THEFAR END OF EACH OF THE LATERALS FORDRAINING OF THE REMAINING EFFLUENT FROMTHE PIPE BETWEEN DOSING AND PLACE A ROCKUNDER IT TO PREVENT EROSION (TYPICAL)QUICK 4 PLUS, STANDARDINFILTRATOR CHAMBER(TYPICAL)INVin=6665'8.5 FEET, 1.25-INCH DIAM.SCH40PVC END MANIFOLDINSPECTION PORT (TYPICAL) IN THE FIRSTAND LAST INFILTRATOR CHAMBER OFEACH ROW OF INFILTRATORS, INSTALLEDIN THE OPENING OF THE END CAPOPPOSITE OF THE PRESSURE LATERALSFLUSHING ASSEMBLYTHROUGH THE END CAPSSEE DETAILAPPROXIMATE LOCATION OFCROSSING WITH EXISTING GAS LINE37'43'19'43'ABOUT 36 FEET OF 1.5 INCH SCH40PVC TRANSPORT (EFFLUENT LINE) IM-540 INFILTRATORPOLY TANK - 1CP WITHHIGH HEAD PUMPRIM EL= 6668'ASSUMEDINVout=6667.8'NEW, 4-INCH DIAMETER,SDR35 PVC, BUILDING SEWERLINE AT 2% SLOPE FOR THEFIRST AND LAST 4 FEET IM-1060 INFILTRATOR POLY TANK - 2CP WITHEFFLUENT FILTER IN THE SECOND COMPARTMENTINVin=6665.7'IF CONCRETE SEPTIC TANKS AREA AVAILABLE, WERECOMMEND 1000-GALLONS, THREE-COMPARTMENT,PRECAST, CONCRETE SEPTIC TANK, BY VALLEYPRECAST WITH AN EFFLUENT FILTER IN THE SECONDCOMPARTMENT, AND AN ORENCO PUMP ASSEMBLY INTHE THIRD COMPARTMENT.192'INFILTRATOR SYSTEMS INC.QUICK4 PLUS STANDARD CHAMBERPRODUCT SPECIFICATION(NOT TO SCALE)PRESSURIZED PIPE DRILLPOINTS LOCATIONS(2 PLACES)(EFFECTIVE LENGTH)TOP VIEWSIDE VIEW END VIEWQUICK4 PLUS ALL-IN-ONE 12 END CAPINSPECTION PORTVENT CAPOPEN BOTTOMVENT CAPINSPECTION PORT4-INCH DIAMETERSDR35 WITHPERFORATIONS ONTHE BOTTOM 8-INCHES2'12"+ATTACH TOINFILTRATORWITH A RING ORSCREWSINSPECTION PORTN.T.S.FINISHEDGRADEOPEN BOTTOMPRESSURE DISTRIBUTIONLATERAL (TYP.)Valve BoxBall Valve(EFFECTIVE LENGTH)SIDE VIEWValve BoxBall ValveFLUSHING ASSEMBLYN.T.S.SweepingEllbowEndCapFLUSHING ASSEMBLYN.T.S.TYPICAL FLUSHING ASSEMBLYAND INSPECTION PORTSQUIRT TEST OF THE RESIDUAL HEAD OF THE STA BEDLATERALSREMOVE THE END CAPS OF THE FLUSHING ASSEMBLY INORDER TO FLUSH THE LATERALS CLEAN FROM ANYDRILLING DEBRIS OR DIRT. DO NOT INSTALL THE LASTINFILTRATOR CHAMBER SO THAT THE PERFORATIONSON THE LATERALS ARE OPEN IN ORDER TO RUN THESQUIRT TEST FOR THE MEASUREMENT OF THE 5-FTRESIDUAL HEAD (+/-10%). THE PREPARATIONS FOR THESQUIRT TEST MUST BE READY FOR THE TEST TO BEDONE DURING THE FINAL INSPECTION.AFTER THE TEST, INSTALL THE LAST CHAMBER ON ALLROWS.PUMP SELECTIONA DISCHARGE PUMP CAPABLE OF DELIVERING 15.6GPM AGAINST 12.2 FEET OF TOTAL DYNAMIC HEAD WILLBE USED. THE ELEVATIONS BETWEEN THE PUMP INVERTAND THE INVERT OF THE DISTRIBUTION VALVE SHOULD BEFIELD VERIFIED AND REPORTED BACK TO THE ENGINEER.FOR THE DISCHARGE PUMP USE ORENCO, PF500511HIGH HEAD EFFLUENT PUMP. THE PUMP DOSING WILL BEON DEMAND WITH 90 GALLONS PER DOSE.DRAWN BY:CHECKED BY:PROJECT NO.:SHEET:DRAWING NO.:DATE:BYDESCRIPTIONDATENO.L.P.L.P.C-122-3655JUNE 12, 202322-3655OWTS.DWGONSITE WASTEWATER TREATMENT SYSTEMP.O. Box 724 EAGLE, CO 81631Tel (970) 390-0307www.LKPEngineering.comGOODWIN RESIDENCEMAP~1"=400'SITELOT 1, JD RIVER RANCHES18231 HWY 131 (Parcel Number 1689-084-01-001)EAGLE COUNTY, COLORADO6/12/2023 10/6/23, 8:43 AM IMG_0051Old Tank.JPG https://mail.google.com/mail/u/0/#all/FMfcgzGtxSzNwVLgTnVrJlKVgfgVSdNx?projector=1&messagePartId=0.2 1/1 10/6/23, 8:43 AM IMG_0060Old Tank broken and backfilled.JPG https://mail.google.com/mail/u/0/#all/FMfcgzGtxSzNwVLgTnVrJlKVgfgVSdNx?projector=1&messagePartId=0.2 1/1 10/6/23, 8:43 AM IMG_6586New BS Line and CO.JPG https://mail.google.com/mail/u/0/#all/FMfcgzGtxSzNwVLgTnVrJlKVgfgVSdNx?projector=1&messagePartId=0.2 1/1 10/6/23, 8:43 AM IMG_6588 Bldg Swr Ln.JPG https://mail.google.com/mail/u/0/#all/FMfcgzGtxSzNwVLgTnVrJlKVgfgVSdNx?projector=1&messagePartId=0.2 1/1 10/6/23, 8:43 AM IMG_6589Inlet Tee.JPG https://mail.google.com/mail/u/0/#all/FMfcgzGtxSzNwVLgTnVrJlKVgfgVSdNx?projector=1&messagePartId=0.2 1/1 10/6/23, 8:43 AM IMG_6591Effluent Filter.JPG https://mail.google.com/mail/u/0/#all/FMfcgzGtxSzNwVLgTnVrJlKVgfgVSdNx?projector=1&messagePartId=0.2 1/1 10/6/23, 8:44 AM IMG_6592Pump Assembly.JPG https://mail.google.com/mail/u/0/#all/FMfcgzGtxSzNwVLgTnVrJlKVgfgVSdNx?projector=1&messagePartId=0.2 1/1 10/6/23, 8:44 AM IMG_6593Effl Ln.JPG https://mail.google.com/mail/u/0/#all/FMfcgzGtxSzNwVLgTnVrJlKVgfgVSdNx?projector=1&messagePartId=0.2 1/1 10/6/23, 8:44 AM IMG_6594Effl Ln out of pump chamber.JPG https://mail.google.com/mail/u/0/#all/FMfcgzGtxSzNwVLgTnVrJlKVgfgVSdNx?projector=1&messagePartId=0.2 1/1 10/6/23, 8:44 AM IMG_6595Effl to end Manifold.JPG https://mail.google.com/mail/u/0/#all/FMfcgzGtxSzNwVLgTnVrJlKVgfgVSdNx?projector=1&messagePartId=0.2 1/1 10/6/23, 8:44 AM IMG_6596End Manifold at STA.JPG https://mail.google.com/mail/u/0/#all/FMfcgzGtxSzNwVLgTnVrJlKVgfgVSdNx?projector=1&messagePartId=0.2 1/1 10/6/23, 8:44 AM IMG_6597 End manifold and insp ports.JPG https://mail.google.com/mail/u/0/#all/FMfcgzGtxSzNwVLgTnVrJlKVgfgVSdNx?projector=1&messagePartId=0.2 1/1 10/6/23, 8:44 AM IMG_6600Flushing Assemblies.JPG https://mail.google.com/mail/u/0/#all/FMfcgzGtxSzNwVLgTnVrJlKVgfgVSdNx?projector=1&messagePartId=0.2 1/1 10/6/23, 8:44 AM Travor-1OEX.jpg https://mail.google.com/mail/u/0/#all/FMfcgzGtxSzNwVLgTnVrJlKVgfgVSdNx?projector=1&messagePartId=0.2 1/1 10/6/23, 8:44 AM Travor-2OEX and mix.jpg https://mail.google.com/mail/u/0/#all/FMfcgzGtxSzNwVLgTnVrJlKVgfgVSdNx?projector=1&messagePartId=0.2 1/1 10/6/23, 8:44 AM Travor-3new tank base prep.jpg https://mail.google.com/mail/u/0/#all/FMfcgzGtxSzNwVLgTnVrJlKVgfgVSdNx?projector=1&messagePartId=0.2 1/1 10/6/23, 8:44 AM Travor-4Tank backfilled-control panel.jpg https://mail.google.com/mail/u/0/#all/FMfcgzGtxSzNwVLgTnVrJlKVgfgVSdNx?projector=1&messagePartId=0.2 1/1