The URL can be used to link to this page

Home My WebLink About1924 Sweetwater Rd - 193505302002Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970) 328-8730 Fax: (970) 328-7185 Permit Permit No. OWTS-024769-2022 Permit Type: OWTS Permit Work Classification: New Permit Status: Active Issue Date: 7/19/2022 Expires: 11/16/2022 On-Site Wastewater Treatement System Project Address Parcel Number 1924 SWEETWATER RD, GYPSUM, 81637 193505302002 Owner Information Address Michael Weinreb Phone: (970) 524-3545 Cell: Email: cityrehab@gmail.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 Alpha Excavation LLC alpha1excavation@gmail. com (970) 471-6292OWTSPL-000168-20 22 Permitted Construction / Details: Install the OWTS exactly as depicted in the LKP Engineering, Inc design dated July 14, 2022, stamped and signed by Luiza Petrovska, PE. The system is designed to serve the daily flows from a 1-bedroom residence. A minimum one bedrooms (instead of two) was approved by Eagle County staff in accordance with OWTS regulations for repair sizing due to site and size restrictions. The OWTS consists of an existing Norwesco 1,000 gallon two-compartment plastic septic tank followed by a new Infiltrator IM-540 one compartment dosing tank with an Orenco High Head effluent pump (PF500511) capable of delivering 13.8gpm against 10.9 feet of total dynamic head with floats set to dose approximately 90 gallons of effluent 41 feet to the soil treatment area (STA). The STA consists of one bed with three rows of 7 Infiltrator Quick4 Plus standard chambers for a total of 21 chambers. The bed media will be over-excavated to 4 feet, mix, large cobbles and boulders removed, and replaced before setting chambers. Be sure to stake and maintain setback distances to the water cistern, dry gulch, and utility easement. 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 Claire Lewandowski Date July 19, 2022 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 Tuesday, July 19, 2022 1 INSPECTION WORKSHEET (INSP-516545-2022) FOR EAGLE COUNTY GOVERNMENT OWTS-024769-2022Case Number:Case Module:Permit Management 08/02/2022 ApprovedInspection Status:Inspection Date: OWTS Final InspectionInspection Type:Inspector:Claire Lewandowski Job Address:Parcel Number:1924 Sweetwater Rd Gypsum, CO 81637 193505302002 Company Name NameContact Type Applicant Alpha Excavation LLC Travor Dunsdon Contractor Alpha Excavation LLC Travor Dunsdon Engineer LKP Engineering, Inc.Luiza Petrovska, PE Owner Michael Weinreb CommentsPassedChecklist Item True Observed a IM-540 dosing tank installed in accordance with design. Dosing Chamber/Tank - Dosing Chamber/Tank (when applicable) True Existing 1000 gallon two compartment Norwesco spetic tank.Septic Tank - Septic Tank True Received from LKP EngineeringRecord Drawing - Record Drawing True Received from LKP Engineering.Record Photos - Record Photos True 4 feet of existing soil media was removed mix, boulders removed, and replaced. Site and Soil - Site & Soil True Received from LKP Engineering. Stamped, signed and dated July 31, 2022 by Luiza Petrovska. Final Certification Letter - Final Certification Letter True Observed squirt test and alarm functioning on July 29, 2022. Squirt test showed good pressure distribution. Pressure Distribution - Pressure Distributiion (when applicable) True Observed in conformance with PlansSoil Treatment Area (STA) - Soil Treatment Area (STA) True Eagle County licensed OWTS Installer Alpha Excavation completed the installation Identification of Systems Contractor - Identification of Systems Contractor August 02, 2022 Page 1 of 1P.O. Box 179, 500 Broadway, Eagle, CO 81631-0179 P.O. Box 724, Eagle, CO 81631 Tel. (970) 390-0307 www.LKPEngineering,com July 31, 2022 Michael Weinreb 1924 Sweetwater Rd Eagle County, Colorado cityrehab@gmail.com 305-710-3801 RE: Inspection of Septic System Installation 1-bedroom Concrete Block Cabin Lot 2, Sweetwater Ranches 1924 Sweetwater Rd Parcel Number: 193505302002 Eagle County, Colorado Project No. 22-3627– OWTS-024769-2022 Dear Michael: At the request of the installer, Travor Dunsdon, Alpha Excavation, LLC on July 29, 2022, we visited your property on Lot 2, Sweetwater Ranches, 1924 Sweetwater Rd, Parcel Number: 193505302002, 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- 3627OWTS.dwg, dated July 24, 2022. At the time of the inspection, we observed the following: They installed an IM-540 Infiltrator Poly Tank - with an Orenco PF500511 high-head pump assembly, in line with the existing Norwesco, 1000-gallons, two compartments, plastic septic tank. In the second access port of the existing septic tank, new effluent filter was installed with the handle extended close to the top of the riser. The pump tank access port had 42-inch, corrugated, plastic riser with secured, green, plastic covers. The existing septic tank had 30-inch, black plastic covers, also secured with nuts, bolts and screws. The control panel was installed on the west side of the cabin, at the SW corner. The effluent line from the pump chamber to end manifold of the soil treatment area, was about 42-feet long, 1.5-inch diameter, sch40 pvc pipe. The end manifold was about 6-feet long, 1.5-inch sch40 pvc. The soil treatment area consisted of infiltrator chambers arranged in a bed configuration with three rows of 7 Quick Four Plus Standard Infiltrator Chambers in each. Four feet of the onsite material was excavated, mixed and backfilled into the excavated bed. Pressure dosing system consisting of 28-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. Claire from the ECEH Department was present during the inspection and the squirt test. All inspection ports were installed (in the end caps of the first and last chamber of each row 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. There is no other warranty either expressed or implied. Sincerely, LKP Engineering, Inc. Luiza Petrovska, PE cc: Eagle County Environmental Health Department E-mail: Claire Lewandowski claire.lewandowski@eaglecounty.us; environment@eaglecounty.us J:\_WP X4-LKP\_2022\22-3627OSIQ4PLUS-BED-OEX-PRESSURE.DOCX 7/31/2022 P.O. Box 724, Eagle, CO 81631 Tel. 970-390-0307 www.LKPEngineering.com July 14, 2022 Michael Weinreb 1924 Sweetwater Rd Eagle County, Colorado cityrehab@gmail.com 305-710-3801 RE: Soil and Site Evaluation – 1-bedroom Concrete Block Cabin Lot 2, Sweetwater Ranches 1924 Sweetwater Rd Parcel Number: 193505302002 Eagle County, Colorado Project No. 22-3627 Dear Michael: Following is the soil/site evaluation for the proposed Onsite Wastewater Treatment System (OWTS) replacement for the existing, one bedroom cabin to be constructed at 1924 Sweetwater Rd, P Lot 2, Sweetwater Ranches, Parcel Number: 193505302002, Eagle County, Colorado. The proposed system a replacement system for a one-bedroom cabin. The failed septic tank has already been replaced with a Norwesco, 1000-gallons, two compartments, plastic septic tank. The Soil Treatment Area (STA) will consist of a bed with three rows with 7 Quick 4 Plus, Standard Infiltrator Chambers in each, for a total of 21 infiltrator chambers, over 4 feet of overexcavated soi. The soil below the infiltrator chambers will be improved by excavating four feet of the existing soil, mixing and placing it back in the excavation, per the requirements of the OWTS #43 regulations. The effluent will be applied with pressure dosing with an Orenco Pump. ! Preliminary Investigation G Address: 1924 Sweetwater Road, Eagle County, Colorado G Legal Description: Lot 2, Sweetwater Ranches, Eagle County, Colorado. G Existing Structures: There are is an existing on- bedroom, concrete block cabin. G Location of existing and proposed wells on property: There is a cistern on the west side of the cabin, as shown on the design drawing. The cistern is filled from a well on the south side of Sweetwater Road. G ECEHD (Eagle County Environmental Health Department) records: There are no records of existing septic system on the property. G Topography: The topography of the leachfield site has slope of about 10 percent. G Soil Data: The profile holes had been excavated prior to our site visit. The soil exposed in the profile holes was as follows: Page 2 of 3 P.O. Box 724, Eagle, CO 81631 Tel. 970-390-0307 www.LKPEngineering.com 1924 Sweetwater Road – Block Cabin July 14, 2022 Project No. 22-3627 Profile Hole #1 0 to 1.0 feet topsoil with roots 1 to 2 feet sandy gravel 2 to 2.5 feet topsoil with roots 2.5 to 8 feet silty, gravelly sand with cobbles and some boulders No Ground Water Encountered Profile Hole No. 2 no topsoil 0 to 8 feet layers of silty sand with roots and silty, gravelly sand with cobbles and some boulders No Ground Water Encountered The profile holes were dug on June 28, 2022, by Travor Dunsdon, Alpha Excavation G Location of applicable setbacks in Table 7-1 ! Reconnaissance G Landscape position: The proposed leachfield site is located on a toe slope. G Topography: The topography of the proposed leachfield site is moderate. G Vegetation: The vegetation within the proposed leachfield site consisted of sparse grass and few juniper trees. Mostly bare ground. The site surrounding the leachfield was similar. G Natural and cultural features: The property is within the Sweetwater Creek watershed area, a tributary to the Colorado River, north of Dotsero, Colorado. The area is mountainous. G Current and historic land use: The current use is residential and ranching. It appears that previous use was possibly grazing for livestock. ! 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 28, 2022, during our site visit, two profile holes were excavated by Travor Dunsdon, Alpha Excavation, within 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 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 Page 3 of 3 P.O. Box 724, Eagle, CO 81631 Tel. 970-390-0307 www.LKPEngineering.com 1924 Sweetwater Road – Block Cabin July 14, 2022 Project No. 22-3627 G Dates of preliminary and detailed evaluation: June 28, 2022. 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 Dry Gulch Septic Tank Tank 51’+ 10’+ n/a 34’+ 180’+ 400’+ 13’+ - STA 101’+ 25’+ n/a 80’+ ~180’+ 400’+ 25’+ ~36’+ 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: limited available area. 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: Space limitation from setbacks The graphic soil logs are appended to this report. LKP Engineering, Inc. Luiza Petrovska, PE J:\_WP X4-LKP\_2022\22-3627SOIL-SITE-EVAL-BED-PRESSURE-OEX.DOCX 7/14/2022 PROFILE HOLE #10 TO 1.0 FEET TOPSOIL WITH ROOTS1 TO 2 FEET SANDY GRAVEL2 TO 2.5 FEET TOPSOIL WITH ROOTS2.5 TO 8 FEET SILTY, GRAVELLYSAND WITH COBBLES AND SOMEBOULDERSNO GROUND WATER ENCOUNTEREDDESIGN CALCULATIONS FOR A REPAIRDESIGN LONG TERM ACCEPTANCE RATE RATE = 0.6 GPD/SFNUMBER OF BEDROOMS: 1MAXIMUM DAILY FLOW = QMAXQmax = 1 BEDROOMS X 2 PERSONS/BEDROOM X 75 GALLONS/PERSON/DAYQMAX = 150 GPDSEPTIC TANKTHE OLD SEPTIC TANK HAS ALREADY BEEN REPLACED WITH A NEW, 1000-GALLONS, TWO COMPARTMENTNORWESCO, PLASTIC SEPTIC TANK . VERIFY IF THERE IS AN EFFLUENT FILTER AND ADD ONE IF THERE ISN'T.ADD IM-540 INFILTRATOR POLY TANK - 1CP WITH HIGH HEAD PUMP BY VALLEY PRECAST OR EQUIVALENTAPPROVED BY THE ENGINEER.ABSORPTION AREABASED ON APPLICATION RATE:A = 150GPD/0.6GPD/S.F.A = 250S.F.QUICK 4 PLUS, STANDARD INFILTRATOR CHAMBER SYSTEM IN A BED CONFIGURATION CONSTRUCTED OVER4 FOOT OF REMOVED AND REPLACED ON SITE MATERIALSURFACE AREA OF ONE QUICK4, PLUS STANDARD INFILTRATOR CHAMBER = 12 S.F.USE 21 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 4 FEET OF THE EXISTING MATERIAL WITH AMAXIMUM LTAR OF 0.6GPD/SFFROM PROFILE HOLES 1 AND 2 - SAMPLE AT 4 FEET, RIBBON <1", VERY GRITTY, TYPE 2 SOIL,>35% ROCK>2MM, SANDY LOAM - LTAR = 0.6 GPD/SF, R-1, OPTION 2PROFILE HOLE #2NO TOPSOIL0 TO 8 FEET LAYERS OF SILTY SANDWITH ROOTS AND SILTY, GRAVELLYSAND WITH COBBLES AND SOMEBOULDERSNO GROUND WATER ENCOUNTEREDPROF - 2DRILL ONE 1/4-INCH HOLE AT THE INVERT OFTHE FAR END OF EACH LATERAL FOR DRAININGOF THE REMAINING EFFLUENT FROM THE PIPEBETWEEN DOSING AND PLACE A ROCK UNDERIT TO PREVENT EROSION (TYPICAL)ABOUT 41 FEET OF 1.5 INCH SCH40PVC TRANSPORT (EFFLUENT LINE)28.0'8.5'FLUSHING ASSEMBLYTHROUGH THE ENDCAPS SEE DETAILINSPECTION PORT (TYPICAL IN THE FIRSTAND LAST INFILTRATOR CHAMBER OF EACHROW, INSTALLED IN THE OPENING OF THECAP OPPOSITE OF THE PRESSURE LINE~28 FEET OF 1.25-INCH SCH40 PVCLATERAL, PERFORATED WITH 1/8-INCHHOLES AT 4-FOOT INTERVALS AT THETOP OF THE PIPE (TYPICAL)INVin=6466'END CAP (TYP)~ 6' END MANIFOLD,1.25 INCH DIAMETERSCH40 PVCSTA BED WITH THREE ROWS OF SEVENINFILTRATOR CHAMBERS EACHQUICK 4 PLUS, STANDARDINFILTRATOR CHAMBER(TYPICAL)DRY G U L C H PROF - 1APPROXIMATEINVout=6468.9'EXISTING, NORWESCO 1000GALLON - 2-COMPARTMENTS,PLASTIC TANK IM-540 INFILTRATORPOLY TANK - 1CP WITHHIGH HEAD PUMPRIM EL= 6472.4'EXISTING CLEANOUT29.5'101'+/- F R O M WATER CI S T E R NASSUMED LOCATION ANDLAYOUT OF EXISTINGBUILDING SEWER LINEINFILTRATOR 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 PORTTOPO Randy Kipp, PLSKipp Land Surveying LLC SQUIRT TEST OF THE RESIDUAL HEAD OF THESTA BED LATERALSREMOVE THE END CAPS OF THE FLUSHINGASSEMBLY IN ORDER TO FLUSH THE LATERALSCLEAN FROM ANY DRILLING DEBRIS OR DIRT.DO NOT INSTALL THE LAST INFILTRATORCHAMBER SO THAT THE PERFORATIONS ONTHE LATERALS ARE OPEN IN ORDER TO RUNTHE SQUIRT TEST FOR THE MEASUREMENT OFTHE 5-FT RESIDUAL HEAD (+/-10%). THEPREPARATIONS FOR THE SQUIRT TEST MUSTBE READY FOR THE TEST TO BE DONE DURINGTHE FINAL INSPECTION.AFTER THE TEST, INSTALL THE LAST CHAMBERON ALL ROWS.PUMP SELECTIONA DISCHARGE PUMP CAPABLE OFDELIVERING 13.8 GPM AGAINST 10.9 FEETOF TOTAL DYNAMIC HEAD WILL BE USED.THE ELEVATIONS BETWEEN THE PUMPINVERT AND THE INVERT OF THEDISTRIBUTION VALVE SHOULD BE FIELDVERIFIED AND REPORTED BACK TO THEENGINEER.FOR THE DISCHARGE PUMP USEORENCO, PF500511 HIGH HEAD EFFLUENTPUMP. THE PUMP DOSING WILL BE ONDEMAND WITH 90 GALLONS PER DOSE.INFILTRATOR SYSTEMS INC.QUICK4 PLUS STANDARD CHAMBERTYPICAL BED DETAILSECTION VIEW(NOT TO SCALE)NATIVE BACKFILLTOPSOIL4'PRESSUREDISTRIBUTIONLINES4-FT MAX.ESTABLISH VEGETATIVE COVER9-FTINFILTRATIVE SURFACE IMPROVEMENT:EXCAVATE THE BED TO A DEPTH OF 4 FEET BELOW THE PROPOSEDBOTTOM OF THE INFILTRATOR CHAMBERS. MIX THE EXCAVATEDMATERIAL AND PLACE IT BACK IN THE BED TO A THICKNESS OF4-FEET BELOW THE BOTTOM OF THE INFILTRATORS.ONSITE MATERIALEXCAVATED, MIXEDAND BACKFILLEDEXISTING1-BEDROOMBRICK CABINUNKNOWNOWTS X-SECTION SKETCHN.T.SEXISTING RIMEL=6472.4' CLEANOUT1000 GALLON - 2COMPARTMENTS,NORWESCO PLASTIC TANKPROPOSED IM-540 INFILTRATORPOLY TANK - 1CP WITH HIGHHEAD ORENCO PUMPPROPOSEDEL~6472'VERIFY FOREFFLUENT FILTERUNKNOWNINLETOUTLET24" ACCESS PORTEXISTINGINVout=6468'ABOUT 41 FEET OF 1.5-INCHSCH40 PVC TRANSPORT(EFFLUENT LINE)INVin=6466'INVout=6468.9'NATIVE BACKFILLTOPSOILESTABLISH VEGETATIVE COVERONSITE MATERIALEXCAVATED, MIXEDAND BACKFILLED4'9'2.8'(EFFECTIVE LENGTH)SIDE VIEWValve BoxBall ValveFLUSHING ASSEMBLYN.T.S.VENT CAPOPEN BOTTOMVENT CAPINSPECTION PORT4-INCH DIAMETERSDR35 WITHPERFORATIONS ONTHE BOTTOM 8-INCHES2'12"+ATTACH TOINFILTRATORWITH A RING ORSCREWSINSPECTION PORTN.T.S.FINISHEDGRADEOPEN BOTTOMPRESSURE DISTRIBUTIONLATERAL (TYP.)SweepingEllbowEndCapValve BoxBall ValveTYPICAL FLUSHING ASSEMBLYAND INSPECTION PORTDRAWN BY:CHECKED BY:PROJECT NO.:SHEET:DRAWING NO.:DATE:BYDESCRIPTIONDATENO.L.P.L.P.C-122-3627JULY 14, 202222-3627OWTS.DWGONSITE WASTEWATER TREATMENT SYSTEMP.O. Box 724 EAGLE, CO 81631Tel (970) 390-0307www.LKPEngineering.comBRICK CABINMAP~1"=3000'SITELOT 2, SWEETWATER RANCHES1924 SWEETWATER ROADEAGLE COUNTY, COLORADO7/14/2022 Pump Selection for a Pressurized System - Single Family Residence Project 22-3627 Weinreb 1-bedroom / 1924 Sweetwater Parameters Discharge Assembly Size Transport Length Transport Pipe Class Transport Line Size Distributing Valve Model Max Elevation Lift Manifold Length Manifold Pipe Class Manifold Pipe Size Number of Laterals per Cell Lateral Length Lateral Pipe Class Lateral Pipe Size Orifice Size Orifice Spacing Residual Head Flow Meter 'Add-on' Friction Losses 2.00 41 40 1.50 None 5 6 40 1.25 4 28 40 1.25 1/8 4 5 None 0 inches feet inches feet feet inches feet inches inches feet feet inches feet Calculations Minimum Flow Rate per Orifice Number of Orifices per Zone Total Flow Rate per Zone Number of Laterals per Zone % Flow Differential 1st/Last Orifice Transport Velocity 0.43 32 13.8 4 0.2 2.2 gpm gpm % fps Frictional Head Losses Loss through Discharge Loss in Transport Loss through Valve Loss in Manifold Loss in Laterals Loss through Flowmeter 'Add-on' Friction Losses 0.4 0.5 0.0 0.0 0.0 0.0 0.0 feet feet feet feet feet feet feet Pipe Volumes Vol of Transport Line Vol of Manifold Vol of Laterals per Zone Total Volume 4.3 0.5 8.7 13.5 gals gals gals gals Minimum Pump Requirements Design Flow Rate Total Dynamic Head 13.8 10.9 gpm feet 0 1020304050607080 0 20 40 60 80 100 120 140 160 Net Discharge (gpm) PumpData PF5005 High Head Effluent Pump 50 GPM, 1/2HP 115/230V 1Ø 60Hz, 200/230V 3Ø 60Hz Legend System Curve: Pump Curve: Pump Optimal Range: Operating Point: Design Point: