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Home My WebLink About1591 Red Canyon Creek Rd - 194124402003 - VOID PermitEnvironmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970) 328-8730 Fax: (970) 328-7185 Permit Permit No. OWTS-020770-2021 Permit Type: OWTS Permit Work Classification: Major Repair Permit Status: Active Issue Date: 3/18/2021 Expires: 7/16/2021 On-Site Wastewater Treatement System Project Address Parcel Number 1591 RED CANYON CREEK RD, EDWARDS AREA,194124402003 Owner Information Address Douglas Bosma 1591 Red Canyon Creek rd Edwards, CO 81632 Phone: Cell: (917) 386-5029 Email: douglas@thebosmas.net Inspections: For Inspections Call: (970) 328-8755 and call the Design Engineer Engineer Phone Email LKP Engineering, Inc., Luiza Petrovska, PE (970) 390-0307 luiza@lkpeng.com Contractor License Number Phone Email RDM Excavating (970) 524-1386OWTSPL-000132-20 21 Permitted Construction / Details: This system is designed to replace the existing failing septic system. Replace the existing system originally permitted under #1225-93IS exactly as depicted in the LKP Engineering, Inc. design stamped, signed and dated on March 7th, 2021. The new system will be sized to accommodate the maximum daily flows for a 7 bedroom residence. This OWTS consists of one sewer line from the residence. A Valley Precast 2,000 gallon, three-chamber septic tank with a 2,500 gallon total volume shall be used with an effluent filter in the outlet tee. An Orenco PF500511 High Head effluent discharge pump capable of delivering 30gpm against 15.9ft of total dynamic head shall be used. The floats will be set to dose 90 gallons per dose. The STA consists of 4 shallow trenches, 2 with 17 Infiltrator Quick 4 Plus Standard chambers and 2 with 16 Infiltrator Quick 4 Plus Standard chambers for a total of 66. The existing cleanouts along the sewer line should be verified prior to backfilling. The existing septic tank should be abandoned per ECPHE OWTS Regulations #43.9.C. An additional test pit must be conducted and reviewed by the Design Engineer, prior to installation. 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 18, 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 Thursday, March 18, 2021 1 P.O. Box 724, Eagle, CO 81631 www.LKPEngineering.com August 31, 2021 Douglas Bosma douglas@thebosmas.net RE: Soil and Site Evaluation for an OWTS-REPLACEMENT Bosma 7-Bedroom Residence Lot 11, Red Canyon Estates 1591 Red Canyon Creek Road Eagle County, Colorado Project No. 20-3476 On August 20, 2021, we visited the Bosma property on Lot 11, Red Canyon Estates, 1591 Red Canyon Creek Road, Eagle County, Colorado. The purpose of our site visits was to select new area for the replacement onsite wastewater treatment system. The previously selected area (report dated March 7, 2021), will be used to extend the horse coral and barn. There is an existing residence on the property, undergoing a remodel. The following evaluation was prepared for the replacement of the existing septic system. From the information provided, we understand that the existing system consists of 2000gallon septic tank, and a soil treatment area with infiltrator chambers. During the site visit on January 26, 2021 while digging the first profile hole, at about a foot below grade, an infiltrator chamber was uncovered. The chamber was full of liquid. The existing, failing system was constructed in 1993, with Eagle County ISDS Permit Number 1225. The proposed new OWTS was designed for a 7-bedroom residence. During the second site visit, two profile holes were excavated within the selected new soil treatment area. We logged the profile holes and took soil samples for evaluation and tactile testing. The property is a 35.15-acre parcel of land, according to the Eagle County Assessor’s Records and according to the survey prepared by Eagle valley Surveying, Inc. Directions are from U.S. Highway 6 in Edwards to Lake Creek Road left onto Hillcrest Drive toward Red Canyon Creek Road, through the I-70 underpass continue on Red Canyon Creek Road for about 1.7 miles. The property is on the left at 1591 Red Canyon Creek Road. ! Preliminary Investigation G Address: The property address is 1591 Red Canyon Creek Drive, Eagle County, Colorado, 81632. G Legal Description: Lot 11, Red Canyon Estates, Eagle County, Colorado. G Existing Structures: There is an existing residence on the site in addition to a detached garage/barn, and few other outbuildings. G Location of existing and proposed wells on property: The existing well is located on the north side of the residence, about 55 feet north from the northeast building corner. G ECEHD (Eagle County Environmental Health Department) records: There Project No. 20-3476 Page 2 of 4 P.O. Box 724, Eagle, CO 81631 www.LKPEngineering.com Bosma Residence August 31, 2021 is an existing septic system, south of the residence. The existing septic system is from 1993 and it is failing. G Topography: The topography of the leachfield site is moderate with an average slope of about 16 percent from west to east. G Soil Data: The profile holes were observed on January 26, 2021. The soil exposed in the profile holes was as follows: Profile Hole #1 very little topsoil with about 8 inches of frost over reddish-brown, silty, slightly clayey sandy soil with some gravel at about one foot below the surface, an infiltrator chamber from the existing STA was found and it was full of liquid Profile Hole No. 2 0 to 8 feet few inches of topsoil with roots with 8 inches of frost over interbedded layers of silt and clay and silty sand and gravel No ground water encountered Profile Hole #2 Sample at 48 inches, LOAM, Type 2 Soil, <35% Rock (>2mm) LTAR = 0.6 gpd/sf, REQUIRES: Since the STA was moved in about the same area where the old STA is located, the old STA will be removed, the ground cleared of any biomat and if necessary, a layer of filter sand placed under the new infiltrator chambers. G Location of applicable setbacks in Table 7-1 ! Reconnaissance G Landscape position: The proposed leachfield site will be located on a toe slope G Topography: The topography of the proposed leachfield site is moderate and the infiltrator trenches will run along the contours. G Vegetation: The vegetation within the proposed leachfield site consisted of grass. The site surrounding the leachfield was similar. G Natural and cultural features: The property is located in a canyon setting with Red Canyon Creek running in the middle. The Red Canyon Estates is P.O. Box 724, Eagle, CO 81631 www.LKPEngineering.com Bosma Residence August 31, 2021 Project No. 20-3476 Page 3 of 4 3 a gated, residential community with about 35 to 40 acre lots and it is located on the North side of the I-70 interstate, west of Edwards, Colorado. G Current and historic land use: The current use is residential. Past use might have been ranching, typical to the surrounding areas. ! Detailed Soil Investigation G Visual and tactile evaluation of two or more soil profile test pit excavation; Two profile holes were dug, 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: Two profile holes were observed and logged and two tactile tests were done on January 26, 2021. ! Report and Site Plan G Name, address, telephone number, email address, and credentials and qualification of individual who conducted site evaluation: This site evaluation was completed by Luiza Petrovska, PE, of LKP Engineering, Inc. LKP Engineering, Inc., is located at 67 Robins Egg Lane, Eagle, Colorado. The phone number is 970-390-0307 and Luiza=s email is luiza@lkpeng.com G Dates of preliminary and detailed evaluation: January 20 and 26, 2021 G A graphic soil log, to scale: Attached G Setback distances in Table 7-1: G Well Potable water Structure with basement Structure w/o basement Property Lines Lake Surface Water Septic Tank Tank ~215’ >10’ 93’+/- ~130’+/- ~220’ E PL 90’+/- - STA ~229’ >25’ 110’+/- ~170’+/- ~160’E PL 30’+/- ~25’ G G Setback distances in Table 7-2: Items 1-4, observed. 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 P.O. Box 724, Eagle, CO 81631 www.LKPEngineering.com Bosma Residence August 31, 2021 Project No. 20-3476 Page 4 of 4 4 # 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: There were no difficulties encountered during the site evaluation. The graphic soil log is appended to this report. LKP Engineering, Inc. Luiza Petrovska, PE Enclosure J:\_WP X4-LKP\_2020\20-3476SOIL-SITE-EVAL-REV.DOCX 8/31/2021 P.O. Box 724, Eagle, CO 81631 www.LKPEngineering.com March 7, 2021 Bill Nutkins, AIA NDG Architecture PO Box 634 Edwards, CO 81632 bnutkins@ndg-inc.com RE: Soil and Site Evaluation for an OWTS-REPLACEMENT Bosma 7-Bedroom Residence Lot 11, Red Canyon Estates 1591 Red Canyon Creek Road Eagle County, Colorado Project No. 20-3476 On May 28 and January 20 and 26, 2021, we visited the Bosma property on Lot 11, Red Canyon Estates, 1591 Red Canyon Creek Road, Eagle County, Colorado. The purpose of our site visits was to observe the site and select an area for the replacement onsite wastewater treatment system. There is an existing residence on the property, undergoing a remodel. The following evaluation was prepared for the replacement of the existing septic system. From the information provided, we understand that the existing system consists of 2000gallon septic tank, and a soil treatment area with infiltrator chambers. During the site visit on January 26, 2021 while digging the first profile hole, at about a foot below grade, an infiltrator chamber was uncovered. The chamber was full of liquid. The existing, failing system was constructed in 1993, with Eagle County ISDS Permit Number 1225. The proposed new OWTS was designed for a 7-bedroom residence. During the second site visit, two profile holes were excavated within the selected new soil treatment area. We logged the profile holes and took soil samples for evaluation and tactile testing. The property is a 35.15-acre parcel of land, according to the Eagle County Assessor’s Records and according to the survey prepared by Eagle valley Surveying, Inc. Directions are from U.S. Highway 6 in Edwards to Lake Creek Road left onto Hillcrest Drive toward Red Canyon Creek Road, through the I-70 underpass continue on Red Canyon Creek Road for about 1.7 miles. The property is on the left at 1591 Red Canyon Creek Road. ! Preliminary Investigation G Address: The property address is 1591 Red Canyon Creek Drive, Eagle County, Colorado, 81632. G Legal Description: Lot 11, Red Canyon Estates, Eagle County, Colorado. G Existing Structures: There is an existing residence on the site in addition to a detached garage/barn, and few other outbuildings. G Location of existing and proposed wells on property: The existing well is located on the north side of the residence, about 55 feet north from the northeast building corner. Project No. 20-3476 Page 2 of 4 P.O. Box 724, Eagle, CO 81631 www.LKPEngineering.com Bosma Residence March 7, 2021 G ECEHD (Eagle County Environmental Health Department) records: There is an existing septic system, south of the residence. The existing septic system is from 1993 and it is failing. G Topography: The topography of the leachfield site is moderate with an average slope of about 16 percent from west to east. G Soil Data: The profile holes were observed on January 26, 2021. The soil exposed in the profile holes was as follows: Profile Hole #1 very little topsoil with about 8 inches of frost over reddish-brown, silty, slightly clayey sandy soil with some gravel at about one foot below the surface, an infiltrator chamber from the existing STA was found and it was full of liquid Profile Hole No. 2 0 to 8 feet few inches of topsoil with roots with 8 inches of frost over interbedded layers of silt and clay and silty sand and gravel No ground water encountered Profile Hole #2 Sample at 48 inches, LOAM, Type 2 Soil, <35% Rock (>2mm) LTAR = 0.6 gpd/sf, REQUIRES: Pressure Dosing with serial distribution in a trench configuration, G Location of applicable setbacks in Table 7-1 ! Reconnaissance G Landscape position: The proposed leachfield site will be located on a toe slope G Topography: The topography of the proposed leachfield site is moderate and the infiltrator trenches will run along the contours. G Vegetation: The vegetation within the proposed leachfield site consisted of grass. The site surrounding the leachfield was similar. G Natural and cultural features: The property is located in a canyon setting with Red Canyon Creek running in the middle. The Red Canyon Estates is a gated, residential community with about 35 to 40 acre lots and it is P.O. Box 724, Eagle, CO 81631 www.LKPEngineering.com Bosma Residence March 7, 2021 Project No. 20-3476 Page 3 of 4 3 located on the North side of the I-70 interstate, west of Edwards, Colorado. G Current and historic land use: The current use is residential. Past use might have been ranching, typical to the surrounding areas. ! Detailed Soil Investigation G Visual and tactile evaluation of two or more soil profile test pit excavation; Two profile holes were dug, 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: Two profile holes were observed and logged and two tactile tests were done on January 26, 2021. ! Report and Site Plan G Name, address, telephone number, email address, and credentials and qualification of individual who conducted site evaluation: This site evaluation was completed by Luiza Petrovska, PE, of LKP Engineering, Inc. LKP Engineering, Inc., is located at 67 Robins Egg Lane, Eagle, Colorado. The phone number is 970-390-0307 and Luiza=s email is luiza@lkpeng.com G Dates of preliminary and detailed evaluation: January 20 and 26, 2021 G A graphic soil log, to scale: Attached G Setback distances in Table 7-1: G Well Potable water Structure with basement Structure w/o basement Property Lines Lake Surface Water Septic Tank Tank ~240’ >10’ 123’+/- ~150’+/- ~230’ E PL 96’+/- - STA ~280’ >25’ 160’+/- ~160’+/- ~283’N PL 157’+/- ~50’ G G Setback distances in Table 7-2: Items 1-4, observed. 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 P.O. Box 724, Eagle, CO 81631 www.LKPEngineering.com Bosma Residence March 7, 2021 Project No. 20-3476 Page 4 of 4 4 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: There were no difficulties encountered during the site evaluation. The graphic soil log is appended to this report. LKP Engineering, Inc. Luiza Petrovska, PE Enclosure J:\_WP X4-LKP\_2020\20-3476SOIL-SITE-EVAL.DOCX 03/07/2021 3/16/2021 IMG_2884-Prof-1.JPG https://mail.google.com/mail/u/0/#all/FMfcgxwLswJQPXcZMlqbPxwGMWvVKTtC?projector=1&messagePartId=0.2 1/1 3/16/2021 IMG_2895Prof-2.JPG https://mail.google.com/mail/u/0/#all/FMfcgxwLswJQPXcZMlqbPxwGMWvVKTtC?projector=1&messagePartId=0.2 1/1 3/16/2021 IMG_2910Prof-2.JPG https://mail.google.com/mail/u/0/#all/FMfcgxwLswJQPXcZMlqbPxwGMWvVKTtC?projector=1&messagePartId=0.2 1/1 3/16/2021 IMG_5417Prof-1 ExInfil-Liquid.JPG https://mail.google.com/mail/u/0/#all/FMfcgxwLswJQPXcZMlqbPxwGMWvVKTtC?projector=1&messagePartId=0.5 1/1 4" PVCESTABLISH VEGETATIVE COVERNATIVE BACKFILL (TYP.)CONNECT AT ENDOF CHAMBER ROWBOTTOM OF TRENCHELEVATION PERCOUNTY PERMITINLET AT 8"SIDE PORTFROM SEPTICTANKTO NEXTTRENCHINFILTRATOR SYSTEMS INC.QUICK4 PLUS STANDARD CHAMBERSERIAL DISTRIBUTION TYPICAL DETAILSECTION VIEW(NOT TO SCALE)4' MIN.4'maxEXISTING/REMODELED7-BRMRESIDENCEEXISTING CLEANOUTELEVATION TBDPROPOSEDINVin=7655.14'OWTS X-SECTION SKETCHN.T.SABOUT 76 FEET OF 2-INCH SCH40PVC TRANSPORT (EFFLUENT LINE)EL=7660'INVout=7654.97'UNKNOWNINVout =TBD 4-INCH DIAM. SDR35PVC,NEW BUILDING SEWER LINEGROUND ELEVATIONVARIES FROM ~7664 ON THETOP TRENCH TO ~7661' ONTHE BOTTOM TRENCHGROUND ELEVATION~7671.2'4" PVCESTABLISH VEGETATIVE COVERNATIVE BACKFILL (TYP.)CONNECT AT ENDOF CHAMBER ROWBOTTOM OF TRENCHELEVATION PERCOUNTY PERMITINLET AT 8"SIDE PORTFROM SEPTICTANKTO NEXTTRENCH4' MIN.DEPTH MEASURED BY ULF & ASSOCIATES-12.5 FEET BELOW EXISTING GRADE, ~7657.5'~45'~72'~14'INVin=7661.1'APPROXIMATEINVin=7655.14'ABOUT 72 FEET, 4-INCHDIAMETER, SCH40 PVC BUILDINGSEWER FROM EXISTINGCLEANOUT TO THE NEW SEPTICTANK - INVERTS TO BE VERIFIEDEXISTING CLEANOUT,INVERT TO BE VERIFIED67.6'53.2'ABOUT 46 FEETEXISTING BUILDINGSEWER LINE - TO BEVERIFIEDMAXIMUM BURRY DEPTH 4FEET ABOVE TOP OF TANKABOUT 70 FEET, 2-INCHDIAMETER, SCH40 PVC,EFFLUENT LINEINVout=7654.97'INVin=7660.7'PROFILEHOLE - 1QUICK 4 PLUS, STANDARDINFILTRATOR CHAMBER(TYPICAL)16INSPECTION PORTS IN THE END CAP OF THE FIRST ANDLAST INFILTRATOR CHAMBER OF EACH ROW LOCATED INTHE OPENING OPPOSITE FROM THE INLET/OUTLET PIPESNUMBER OF INFILTRATORCHAMBERS PER ROWSERIAL DISTRIBUTION,4-INCH DIAMETER,SDR35 PVC (TYPICAL)PROFILEHOLE - 21617174'4'4'20-FT SECTION OF 2-INCH DIAMETER, SCH-40PVC PERFORATED AT 10 AND 2 O'CLOCKWITH 1/4-INCH HOLES SPACED ATTHREE-FOOT INTERVALS AND SUSPENDEDFROM THE TOP WITH PLASTIC TIES.RED CANYONCREEK ROAD 96.1'122.6'DEPTH -12.5'~7657.5'EXISTING SEPTIC TANKTO BE ABANDONEDACCORDING TO THE THEOWTS REGULATIONS #43.9.CNORTHWELL281.7'16.7'16.6'VENT CAPOPEN BOTTOMVENT CAPINSPECTION PORT4-INCH DIAMETERSDR35 WITHPERFORATIONS ONTHE BOTTOM 8-INCHES2'12"+ATTACH TOINFILTRATORWITH A RING ORSCREWSFINISHEDGRADEOPEN BOTTOMINFILTRATOR SYSTEMS INC.QUICK4 PLUS STANDARD CHAMBERPRODUCT SPECIFICATION(NOT TO SCALE)PRESSURIZED PIPE DRILLPOINTS LOCATIONS(2 PLACES)(EFFECTIVE LENGTH)TOP VIEWSIDE VIEWEND VIEWQUICK4 PLUS ALL-IN-ONE 12 END CAPINSPECTION PORTDESIGN CALCULATIONSDESIGN LONG TERM ACCEPTANCE RATE RATE = 0.6 GPD/SFNUMBER OF BEDROOMS: 7MAXIMUM DAILY FLOW = QMAXQmax =[(3 BEDROOMS X 2 PERSONS/BEDROOM) + ( 4 BEDROOMS X 1 PERSONS/BEDROOM)] X 75GALLONS/PERSON/DAYQMAX = 750 GPDSEPTIC TANKV = 1000 GALLONS FOR 2 TO 3 BEDROOMS PLUS 250 GALLONS FOR EACH ADDITIONAL BEDROOMUSE 2000-GALLONS THREE COMPARTMENTS, CONCRETE SEPTIC TANK WITH EFFLUENT FILTER,AND HIGH HEAD PUMP BY VALLEY PRECAST OR EQUIVALENT APPROVED BY THE ENGINEER.ABSORPTION AREABASED ON APPLICATION RATE:A = 750GPD/0.6GPD/S.F.A = 1250S.F.QUICK 4 PLUS, STANDARD INFILTRATOR CHAMBER SYSTEM IN A TRENCH CONFIGURATION WITHAN ALLOWED 30 PERCENT REDUCTION IN THE ABSORPTION AREA AND 10 PERCENT REDUCTIONFOR PUMP DOSINGAadjusted = 788 S.F.SURFACE AREA OF ONE QUICK4, PLUS STANDARD INFILTRATOR CHAMBER = 12 S.F.USE 66 QUICK4, PLUS, STANDARD, INFILTRATOR CHAMBERS AS SHOWN ON THE PLAN.NOTES:1. BENDS IN THE BUILDING SEWER SHALL BE LIMITED TO 45 DEGREES.2. THE SEPTIC TANK SHALL BE INSTALLED LEVEL.3. THE TANK SHALL HAVE RISERS OVER EACH ACCESS MANHOLE AND ALL RISERS SHALLEXTEND TO OR ABOVE FINAL GRADE.4. EACH RISER COVER WILL HAVE A SECURE CLOSING MECHANISM, SUCH AS A LOCK, SPECIALHEADED BOLTS OR SCREWS, OR SUFFICIENT WEIGHT TO PREVENT UNAUTHORIZEDACCESS.5.THE SEPTIC TANK AND ALL THE PIPING WILL BE BACKFILLED UP TO THE INVERTS PRIOR TOSCHEDULING AN INSPECTION.6. THE TRENCHES WITH THE INFILTRATOR CHAMBERS SHALL BE INSTALLED ALONG THECONTOUR.7. EXCAVATE THREE (3) FEET WIDE TRENCHES, FOUR FEET APART8. THE BOTTOM AND THE SIDEWALLS OF THE TRENCHES SHALL BE RAKED (IF NEEDED) TOELIMINATE SMEARING.9. ASSEMBLE AND INSTALL THE INFILTRATOR CHAMBERS IN THE TRENCH CONFIGURATIONACCORDING TO THE MANUFACTURERS RECOMMENDATIONS.10. BACKFILL THE SIDEWALL AREA WITH NATIVE ON-SITE SOIL FOR PROPER SUPPORT.11. THE BACKFILL OVER THE STA WILL PROVIDE FOR UNIFORM RUNOFF AWAY FROM THE SOILTREATMENT AREA, WITHOUT ALLOWING WATER TO PUDDLE ON TOP.12. AVOID VEHICLE TRAFFIC OVER THE SYSTEM.13. ALL INSTALLATIONS SHALL MEET THE RULES AND REGULATIONS OF THE EAGLE COUNTYENVIRONMENTAL HEALTH DEPARTMENT AND OWTS REG 43 EFFECTIVE AUGUST 24, 2018 .14.FOR THE INSPECTION OF THE SEPTIC SYSTEM - NOTIFY THE EAGLE COUNTYENVIRONMENTAL HEALTH DEPARTMENT AND THE DESIGN ENGINEER A MINIMUM OF48-HOURS PRIOR TO BACKFILLING ANY PART OF THE SYSTEM TO SCHEDULE AN INSPECTION.FROM PROFILE #2 - SAMPLE AT 4 FEET, RIBBON <1", TYPE 2 SOIL, <35% ROCK>2MM, LOAMLTAR = 0.6 GPD/SF - RECOMMENDED: SERIAL DISTRIBUTION WITH PUMPED DOSINGPROFILE HOLE #10 to 12 inches VERY LITTLE TOPSOIL OVERREDDISH-BROWN, SILTY, SLIGHTLY CLAYEYSANDY SOIL WITH SOME GRAVEL WITH ABOUT8 INCHES OF FROSTAT ABOUT ONE FOOT AN INFILTRATOR FROMTHE EXISTING STA WAS FOUND AND IT WASFULL OF LIQUIDPROFILE HOLE NO. 20 to 8 feet FEW INCHES OF TOPSOIL WITH ROOTSWITH 8 INCHES OF FROSTOVER INTERBEDDED LAYERS OF SILT AND CLAYAND SILTY SAND AND GRAVELNO GROUND WATER ENCOUNTEREDPUMP SELECTIONA DISCHARGE PUMP CAPABLE OFDELIVERING 30 GPM AGAINST 15.9 FEET OFTOTAL DYNAMIC HEAD WILL BE USED. THEELEVATIONS BETWEEN THE PUMP INVERT ANDTHE INVERT OF THE END CAP INLET POINT OFTHE FIRST (TOP) INFILTRATOR TRENCH SHOULDBE FIELD VERIFIED AND REPORTED BACK TOTHE ENGINEER.FOR THE DISCHARGE PUMP USE ORENCO,PF500511 HIGH HEAD EFFLUENT PUMP. THEPUMP DOSING WILL BE ON DEMAND WITH 90GALLONS PER DOSE.Survey by:EAGLE VALLEY SURVEYING, INC.DRAWN BY:CHECKED BY:PROJECT NO.:SHEET:DRAWING NO.:DATE:BYDESCRIPTIONDATENO.L.P.L.P.OWTS20-3476MARCH 7, 202120-3476OWTS.DWGONSITE WASTEWATER TREATMENT SYSTEMLOT 11, RED CANYON ESTATES1591 RED CANYON CREEK ROADEAGLE COUNTY, COLORADOPREPARED FORP.O. Box 724 EAGLE, CO 81631Tel (970) 390-0307www.LKPEngineering.comBOSMA RESIDENCEAREA MAP~1"=2000'STA SITE3-7-2021 4" PVCESTABLISH VEGETATIVE COVERNATIVE BACKFILL (TYP.)CONNECT AT ENDOF CHAMBER ROWBOTTOM OF TRENCHELEVATION PERCOUNTY PERMITINLET AT 8"SIDE PORTFROM SEPTICTANKTO NEXTTRENCHINFILTRATOR SYSTEMS INC.QUICK4 PLUS STANDARD CHAMBERSERIAL DISTRIBUTION TYPICAL DETAILSECTION VIEW(NOT TO SCALE)4' MIN.4'maxEXISTING/REMODELED7-BRMRESIDENCEEXISTING CLEANOUTELEVATION TBDPROPOSEDINVin=7658.2'OWTS X-SECTION SKETCHN.T.SABOUT 40 FEET OF 4-INCH SCH40PVC TRANSPORT (EFFLUENT LINE)EL=7661'INVout=7657.97'UNKNOWNINVout =TBD 4-INCH DIAM. SDR35PVC,NEW BUILDING SEWER LINEGROUND ELEVATION VARIESFROM ~7659.5 ON THE TOPTRENCH TO ~7656.5' ON THEBOTTOM TRENCHGROUND ELEVATION~7671.2'4" PVCESTABLISH VEGETATIVE COVERNATIVE BACKFILL (TYP.)CONNECT AT ENDOF CHAMBER ROWBOTTOM OF TRENCHELEVATION PERCOUNTY PERMITINLET AT 8"SIDE PORTFROM SEPTICTANKTO NEXTTRENCH4' MIN.DEPTH MEASURED BY ULF & ASSOCIATES-12.5 FEET BELOW EXISTING GRADE,INVin=7655.2'APPROXIMATEINVin=7658.2'TIE THE EXISTING BUILDING SEWERLINE WITH THE NEW SEPTIC TANKWITH 4-INCH DIAMETER, SCH40 PVCEXISTING CLEANOUT,INVERT TO BE VERIFIED67.6'53.2'ABOUT 46 FEETEXISTING BUILDINGSEWER LINE - TO BEVERIFIEDMAXIMUM BURRY DEPTH 4FEET ABOVE TOP OF TANKABOUT 40 FEET, 4-INCHDIAMETER, SCH40 PVC,EFFLUENT LINEINVout=7657.97'INVin=7655.2'PROFILEHOLE - 1QUICK 4 PLUS, STANDARDINFILTRATOR CHAMBER(TYPICAL)17INSPECTION PORTS IN THE END CAPOF THE FIRST AND LAST INFILTRATORCHAMBER OF EACH ROW LOCATED INTHE OPENING OPPOSITE FROM THEINLET/OUTLET PIPESNUMBER OF INFILTRATORCHAMBERS PER ROWSERIAL DISTRIBUTION,4-INCH DIAMETER,SDR35 PVC (TYPICAL)PROFILEHOLE - 21819194'RED CANYONCREEK ROADDEPTH ~12.5' below grademeasured by superintendent(not surveyed)EXISTING SEPTIC TANKTO BE ABANDONEDACCORDING TO THE THEOWTS REGULATIONS #43.9.CNORTHWELL16.7'16.6'SPOT MARKING EDGEOF NEW CORALCLEANOUT FROMTHE EXISTING STAAPPROXIMATE DIRTPATH (NOT SURVEYED)67.8'LID EL=7661INVin=58.55'INVout=58.3'ASSUMED, LAYOUT OFEXISTING BUILDINGSEWER LINE4' 4'FUTURE CORAL ADDITIONPROPOSED, 2000-GALLONS,TWO-COMPARTMENTS, CONCRETESEPTIC TANK WITH AN EFFLUENTFILTER BY VALLEY PRECAST30'+/-24.8'TO WELL 229.0'VENT CAPOPEN BOTTOMVENT CAPINSPECTION PORT4-INCH DIAMETERSDR35 WITHPERFORATIONS ONTHE BOTTOM 8-INCHES2'12"+ATTACH TOINFILTRATORWITH A RING ORSCREWSFINISHEDGRADEOPEN BOTTOMINFILTRATOR SYSTEMS INC.QUICK4 PLUS STANDARD CHAMBERPRODUCT SPECIFICATION(NOT TO SCALE)PRESSURIZED PIPE DRILLPOINTS LOCATIONS(2 PLACES)(EFFECTIVE LENGTH)TOP VIEWSIDE VIEWEND VIEWQUICK4 PLUS ALL-IN-ONE 12 END CAPINSPECTION PORTDESIGN CALCULATIONSDESIGN LONG TERM ACCEPTANCE RATE RATE = 0.6 GPD/SFNUMBER OF BEDROOMS: 7MAXIMUM DAILY FLOW = QMAXQmax =[(3 BEDROOMS X 2 PERSONS/BEDROOM) + ( 4 BEDROOMS X 1 PERSONS/BEDROOM)] X 75GALLONS/PERSON/DAYQMAX = 750 GPDSEPTIC TANKV = 1000 GALLONS FOR 2 TO 3 BEDROOMS PLUS 250 GALLONS FOR EACH ADDITIONAL BEDROOMUSE 2000-GALLONS TWO COMPARTMENTS, CONCRETE SEPTIC TANK WITH EFFLUENT FILTER.ABSORPTION AREABASED ON APPLICATION RATE:A = 750GPD/0.6GPD/S.F.A = 1250S.F.QUICK 4 PLUS, STANDARD INFILTRATOR CHAMBER SYSTEM IN A TRENCH CONFIGURATION WITHAN ALLOWED 30 PERCENT REDUCTION IN THE ABSORPTION AREAAadjusted = 875 S.F.SURFACE AREA OF ONE QUICK4, PLUS STANDARD INFILTRATOR CHAMBER = 12 S.F.USE 73 QUICK4, PLUS, STANDARD, INFILTRATOR CHAMBERS AS SHOWN ON THE PLAN.NOTES:1. BENDS IN THE BUILDING SEWER SHALL BE LIMITED TO 45 DEGREES.2. THE SEPTIC TANK SHALL BE INSTALLED LEVEL.3. THE TANK SHALL HAVE RISERS OVER EACH ACCESS MANHOLE AND ALL RISERS SHALLEXTEND TO OR ABOVE FINAL GRADE.4. EACH RISER COVER WILL HAVE A SECURE CLOSING MECHANISM, SUCH AS A LOCK, SPECIALHEADED BOLTS OR SCREWS, OR SUFFICIENT WEIGHT TO PREVENT UNAUTHORIZEDACCESS.5.THE SEPTIC TANK AND ALL THE PIPING WILL BE BACKFILLED UP TO THE INVERTS PRIOR TOSCHEDULING AN INSPECTION.6. THE TRENCHES WITH THE INFILTRATOR CHAMBERS SHALL BE INSTALLED ALONG THECONTOUR.7. EXCAVATE THREE (3) FEET WIDE TRENCHES, FOUR FEET APART8. THE BOTTOM AND THE SIDEWALLS OF THE TRENCHES SHALL BE RAKED (IF NEEDED) TOELIMINATE SMEARING.9. ASSEMBLE AND INSTALL THE INFILTRATOR CHAMBERS IN THE TRENCH CONFIGURATIONACCORDING TO THE MANUFACTURERS RECOMMENDATIONS.10. BACKFILL THE SIDEWALL AREA WITH NATIVE ON-SITE SOIL FOR PROPER SUPPORT.11. THE BACKFILL OVER THE STA WILL PROVIDE FOR UNIFORM RUNOFF AWAY FROM THE SOILTREATMENT AREA, WITHOUT ALLOWING WATER TO PUDDLE ON TOP.12. AVOID VEHICLE TRAFFIC OVER THE SYSTEM.13. ALL INSTALLATIONS SHALL MEET THE RULES AND REGULATIONS OF THE EAGLE COUNTYENVIRONMENTAL HEALTH DEPARTMENT AND OWTS REG 43 EFFECTIVE AUGUST 24, 2018 .14.FOR THE INSPECTION OF THE SEPTIC SYSTEM - NOTIFY THE EAGLE COUNTYENVIRONMENTAL HEALTH DEPARTMENT AND THE DESIGN ENGINEER A MINIMUM OF48-HOURS PRIOR TO BACKFILLING ANY PART OF THE SYSTEM TO SCHEDULE AN INSPECTION.FROM PROFILE #2 - SAMPLE AT 4 FEET, RIBBON <1", TYPE 2 SOIL, <35% ROCK>2MM, LOAMLTAR = 0.6 GPD/SF - RECOMMENDED: GRAVITY IN TRENCHES WITH SERIAL DISTRIBUTIONPROFILE HOLE #10 to 12 inches VERY LITTLE TOPSOIL OVERREDDISH-BROWN, SILTY, SLIGHTLY CLAYEYSANDY SOIL WITH SOME GRAVEL WITH ABOUT8 INCHES OF FROSTAT ABOUT ONE FOOT AN INFILTRATOR FROMTHE EXISTING STA WAS FOUND AND IT WASFULL OF LIQUIDPROFILE HOLE NO. 20 to 8 feet FEW INCHES OF TOPSOIL WITH ROOTSWITH 8 INCHES OF FROSTOVER INTERBEDDED LAYERS OF SILT AND CLAYAND SILTY SAND AND GRAVELNO GROUND WATER ENCOUNTEREDSurvey by:EAGLE VALLEY SURVEYING, INC.DRAWN BY:CHECKED BY:PROJECT NO.:SHEET:DRAWING NO.:DATE:BYDESCRIPTIONDATENO.L.P.L.P.OWTS20-3476MARCH 7, 202120-3476OWTS.DWGONSITE WASTEWATER TREATMENT SYSTEMLOT 11, RED CANYON ESTATES1591 RED CANYON CREEK ROADEAGLE COUNTY, COLORADOPREPARED FORP.O. Box 724 EAGLE, CO 81631Tel (970) 390-0307www.LKPEngineering.comBOSMA RESIDENCEAREA MAP~1"=2000'STA SITEL.P.8/31/20211.SEE REVISIONS BOX AT TOPSTA REVISION8/31/2021