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HomeMy WebLinkAbout175 Setting Sun - 194121302008Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970) 328-8730 Fax: (970) 328-7185 Permit Permit No. OWTS-021279-2021 Permit Type: OWTS Permit Work Classification: New Permit Status: Active Issue Date: 6/11/2021 Expires: 10/12/2021 On-Site Wastewater Treatement System Project Address Parcel Number 175 SETTING SUN, WOLCOTT AREA,194121302008 Owner Information Address Justin & Jena McCrann Phone: Cell: (281) 546-9995 Email: justinmccrann@gmail.com Inspections: For Inspections Call: (970) 328-8755 and call the Design Engineer Engineer Phone Email Eliminite, Thomas Kallenbach (406) 581-1613 tjk@eliminite.com Contractor License Number Phone Email Stenson Excavation Inc.stensonbill@gmail.com(970) 904-1661OWTSPL-000102-20 20 Permitted Construction / Details: Install the OWTS exactly as depicted in the Eliminite design, stamped and signed by Thomas J. Kallenbach, PE. The system is design to serve the maximum dail flow of the five bedroom single family residence. The OWTS consists of a 1,530 gallon Infiltrator primary treatment tank with an effluent filter on the outlet tee, followed by an Eliminite 120 Treatment System equipped with a recirculation pump and transfer floats set to circulated effluent back to the primary treatment tank. The primary and advanced treatment tanks are followed by a 552 gallon Infiltrator dosing tank equipped with a LEH150 pump with floats set as shown in the design to pressure dose effluent over a 1080 square ft soil treatment area consisting of five shallow one foot deep trenches, each 72' in length and equipped with chambers. Be sure to stake and maintain all setback features, including the proposed location of the water line. Distribution lateral details, along with orifice size, spacing and orientation are on the design drawing. The contractor must verify that all electrical components and inspections are covered under the electrical permit associated with the control panel and pump connections. The alarm must be connected to a separate circuit. Additional pump details are on the design drawing. Please note that a soil profile test pit is required prior to installation of the OWTS, that is immediately adjacent to and down gradient from the proposed soil treatment area,to confirm adequate vertical separation from limiting layers such as fractured bedrock observed in nearby soil test pits. 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. Friday, June 11, 2021 1 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 June 11, 2021 CONDITIONS 1. 2.ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN CR.S. 25-10-101, et seq., AS AMENDED 3.THIS PERMIT IS VALID ONLY FOR PERFORMING WORK ON OWTS ASSOCIATED WITH STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS CONNECTION TO, OR USE WITH, ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT 4.1.6(A)(1) EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN ON-SITE WASTEWATER TREATMENT SYSTEM TO BE LICENSED Friday, June 11, 2021 2 *************************************************************************** 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: _______________________________________Phone: ________________________ Owner Mailing Address: ________________________________ email: _________________________ Professional Engineer: __________________________________ Phone: ________________________ Applicant / Contact Person: ______________________________Phone: ________________________ Licensed Systems Contractor Name / Company: ___________________________________________ Contractor Mailing Address: _________________________________ Contractor License #:_______ Contractor Phone Number: ________________________ email: ______________________________ OWTS Permit Application is for: ____ New Installation ____ Alteration ____ Repair Tax Parcel Number: _________________________________ Lot Size: ________________________ Assessor’s Link: www.eaglecounty.us/patie/ Physical Address: _____________________________________________________________________ Legal Description: ____________________________________________________________________ Building Type: _____ Residential / Single Family _____ Residential / Multi Family _____ Commercial / Industrial Number of Bedrooms: ______ Number of Bedrooms: ______ Type of Use: _______________ *As of 06/27/2014, all systems require design by a Registered Professional Engineer. Type of Water Supply: ____ 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: ______________ 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 environment@eaglecounty.us 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: WOLCOTT AREA - 175 SETTING SUN - 519701 Permit Number: OWTS-021279-2021 Inspection Date: 12/22/2022 Inspector: Permit Type: OWTS Permit Inspection Type: OWTS Final Inspection Work Classification: NewOwner:Justin & Jena McCrann Job Address:175 SETTING SUN IVR Pin Number:192959 WOLCOTT AREA, CO Project:<NONE> Parcel Number:194121302008 Contractor:Phone: (970) 904-1661 / Cell: (970) 904-1661Stenson Excavation Inc. Inspection Status: Approved Inspection Notes Inspector Comments Added Item: Septic Tank A 1,530 gallon Infiltrator primary treatment tank with an effluent filter on the outlet tee was used, followed by an Eliminite 120 Treatment System equipped with a recirculation pump and transfer floats set to circulated effluent back to the primary treatment tank. The primary and advanced treatment tanks are followed by a 552 gallon Infiltrator dosing tank equipped with a LEH150 pump with floats set as shown in the design. Added Item: Record Drawing Received 12/22/2022 from John Volk. Added Item: Record Photos Received 12/22/2022 from John Volk. Added Item: Site and Soil Received 6/11/2021 from Thomas Kallenbach. Added Item: Final Certification Letter Received 12/22/2022 from John Volk. Added Item: General Plan Received 6/11/2021 from Thomas Kallenbach. Added Item: Soil Treatment Area (STA) Thursday, December 22, 2022 For more information visit: http://www.eaglecounty.us Page 1 of 2 Inspected 12/16/2022 - 5th lateral was not functioning during squirt test. 1080 square ft soil treatment area consisting of five shallow one foot deep trenches, each 72' in length and equipped with chambers. Added Item: Identification of Systems Contractor Stenson Excavation was the licensed installer. Thursday, December 22, 2022 For more information visit: http://www.eaglecounty.us Page 2 of 2 December 21, 2022 Claire Lewandowski, RHES Environmental Health Specialist III Eagle County Environmental Health P.O. Box 179 Eagle, Colorado 81631 Subject: Onsite Wastewater System Final Certification, McCrann, 175 Setting Sun Ln, Wolcott, CO 81655. Permit Number: OWTS-021279-2021 Dear Claire, Please accept this letter as final certification of the installation of the wastewater system for the above referenced property. Holland Creek Metro District and Stetson Excavation Inc. completed installation and I have reviewed their work and found it to be in compliance with the approved plans. The installers record drawings and installation report are attached. If you have questions, please contact me at your convenience. Sincerely, Tom Thomas J. Kallenbach, P.E. HOLLAND CREEK METRO DISTRICT MUST BE ON-SITEDURING CONSTRUCTION TO VERY THE SOIL CONDITIONS.IF SOIL DIFFERS FROM PRESENTED PROFILES, CONTACTENGINEER IMMEDIATELY.McCRANN RESIDENCEONSITE WASTEWATER TREATMENT SYSTEMELIMINITE INC.TJK@ELIMINITE.COM(406) 581-1613VARIES1 OF 5FIRST ISSUE 3-25-2021ONSITE WASTEWATER TREATMENT SYSTEM175 SETTING SUN LANE, LOT 79RED SKY RANCHWOLCOTT, COLORADO0EAGLE COUNTY ENVIRONMENTAL HEALTH DEPARTMENTENVIRONMENTAL HEALTH APPROVALTHIS SET OF PLANS IS NOT VALID FORCONSTRUCTION UNLESS PROJECTENGINEER'S SEAL AND SIGNATURE ISAFFIXED AND VALID EAGLE COUNTY ISDSPERMIT IS SHOWN ON THIS COVER SHEET.LOT 79 , 175 SETTING SUN DR.SOIL PITS WERE PROFILED AS PART OF A PROJECT-WIDE SITE EVALUATION CONDUCTED JUNE 1999ECEH EDITS 6-1-20211RED SKY RD.THIS PLAN DESCRIBES AN ADVANCED ONSITE WASTEWATERTREATMENT SYSTEM PROPOSED TO SERVE A FIVE BEDROOMSINGLE FAMILY HOME.GENERAL SYSTEM INFORMATION AND COMPONENT SIZINGFACILITY SERVED: SINGLE FAMILY HOME, 5 BEDROOMS, RESIDENTIAL STRENGTH INFLUENTDAILY WASTEWATER GENERATION AS DETERMINED BY EAGLE COUNTY ENV. HEALTH: 600 GAL/DAYACTUAL PEAK DAILY WASTE WATER GENERATION: 325 GAL/DAYACTUAL AVERAGE WASTEWATER PRODUCTION: 150 GAL/DAYSYSTEM SOIL CLASSIFICATION: LOAMSOIL APPLICATION RATE (LTAR): 0.8 GAL/(DAY*FT2)REQUIRED SOIL INFILTRATIVE SURFACE AREA: 750 FT2REQUIRED LENGTH OF 3 FT WIDE TRENCH: 250 FTTOTAL TRENCH AREA PROVIDED IN THIS DESIGN: 1080 FT2TOTAL LENGTH OF 3 FT WIDE TRENCH PROVIDED IN THIS DESIGN: 360 FT ELIMINITE(406) 581-1613McCRANN RESIDENCERED SKY RANCHWOLCOTT, COLORADOFIRST ISSUE3-25-210ECEH EDITS6-1-2102 OF 5102'105'115'101'99'117' INSPECTION PORT EACH LATERALFLUSH WITH GROUND SURFACE.THREE PER LATERALFLUSHING VALVENORMALLY CLOSEDTEE1.5" LATERAL316" ORIFICE DIAMETER48" ORIFICE SPACINGTYPICAL ALL LATERALSQUICK 4 CHAMBERSTHREE SHOWN FOR CLARITYTRIM CHAMBER AS NECESSARYDIMENSIONS AND CALLOUTS ARETYPICALALL JOINTS MUST BESOLVENT/CEMENT WELDED.CONTRACTOR MUST USE PURPLEPRIMER. CLEAR PRIMER WILL BEREJECTEDALL VALVE COVERS MUST BEINSTALLED FLUSH WITH FINAL GRADE.FLUSHING VALVES MUST BE OPEN THEFIRST TIME THE PIPING SYSTEM ISPRESSURIZED. FAILURE TO FLUSH THESYSTEM PRIOR TO PRESSURIZATIONWILL NECESSITATE REJECTION OF THEPIPING SYSTEM.DO NOT CONNECT ROOF DRAINS,FLOOR DRAINS OR HOT TUB DRAIN TOWASTEWATER TREATMENT SYSTEM.3 OF 53/25/2021VARIESELIMINITE(406) 581-16136" VALVE BOXFLUSH WITH FINISH GRADETWO AT EACH END.‘6&+39&0$1,)2/'McCRANN RESIDENCERED SKY RANCHWOLCOTT, COLORADOSIDE VIEWEND VIEWTOP VIEW31'-6" 3'-0"VALTERRA GATE VALVEWITH FLOW CONTROL ORIFICE7'-5"72'-0"CLEANOUTDETAIL 2SECTION 1-3DETAIL 3DETAIL#SHEET#QUICK 4 CHAMBERREVEGETATE IMMEDIATELYLOAM SOIL. MOUND 12" ABOVENATURAL GRADE.DO NOT MACHINE COMPACTFILTER FABRICOVER CHAMBERCIRCULAR VAVE BOXINSPECTION PORTLID FLUSH WITHGROUND SURFACE4"-6" PVC PIPECUT TO LENGTHQUICK 4 CHAMBERSCARIFY NATURAL SOIL INTERFACE.NO MACHINERY OR PERSONNEL ALLOWEDON INFILTRATIVE SURVACE.UNDISTURBED SOILSUSPEND LATERALIN CHAMBER1-1/2" TEE1-1/2" FLUSHING VALVECLOSED DURING NORMALOPERATION.ƒ6:((31-1/2" THREADED PLUGS X F THREAD COUPLINGLATERAL4"-6" PVC EXTENSIONCIRCULAR VALVE BOXLID FLUSH WITH GROUNDSURFACE.‘0$1,)2/'ƒ(/%2:2" TO 1-1/2" BUSHING1-1/2" UNIONVALTERRA GATE VALVEWITH FLOW CONTROLORIFICE1-1/2" UNIONGATE VALVE DOWN FORNORMAL OPERATION.UP FOR FLUSHING.4"-6" PVC EXTENSIONCIRCULAR VALVE BOXLID FLUSH WITH GROUNDSURFACE2" TEE2" TO 1-1/2" BUSHINGTYPICAL VALVE BOXNDS MODEL 107BCFLUSHING TEE UNDER CHAMBERAT HCMD OPTIONADD INSPECTION PORTOVER FLUSHING LINESELEV 8188ELEV 8186ELEV 8184ELEV 8183ELEV 8181DISTRICT MAY SUBSTITUTE ONE LARGERVALVE BOX SUCH AS NDS PART NUMBER 113BC.132333‘6&+39&0$,12" TO 3" BUSHINGFIRST ISSUE3-25-210ECEH EDITS6-1-2101'-0"3'-0"NATURAL GRADE PUMP CIRCUIT BREAKERSPROGRAMMABLE LOGIC CONTROLLERALARM HORNMOTOR CONTACTORSTRANSFER PUMPHAND-OFF-AUTOTOGGLE SWITCHRECIRCULATION PUMPHAND-OFF-AUTOTOGGLE SWITCHLEVEL FLOATCONNECTION BLOCKRECIRCULATION PUMPCURRENT SENSORPUMP INCOMINGPOWERCONTROL INCOMINGPOWER CONTROL PANELThis control panel operates one recirculation pump and one drainfieldpump. The recirculation pump and drainfield pump is controlled with atimer The control panel requires two separate feeds from the mainservice panel: 1) A 120 v, 15 A, single phase circuit for the controls.2) A 240 v, 30 A, single phase circuit for the pumps.From Regulation 43:TREATMENT TANK IS SUPPLIED ASA COMPLETE, PRE-BUILT UNIT.THE DRAINFIELD PUMP ANDRECIRCULATION PUMP ISINSTALLED AND CONNECTED.CONTRACTOR SHALL BE FAMILIARWITH THE DOCUMENT"INFILTRATOR IM-SERIES SEPTICTANK GENERAL INSTALLATIONINSTRUCTIONS." A COPY OFTHESE INSTRUCTIONS MUST BEAVAILABLE ON-SITE AT ALL TIMESCONSTRUCTION IS OCCURRING.TANKS MUST BE INSTALLEDACCORDING TO TANKMANUFACTURERS INSTRUCTIONS.ELECTRICIAN WILL BE REQUIREDTO PROVIDE TWO CIRCUITS TOTHE CONTROL PANEL.ELECTRICIAN WILL BERESPONSIBLE FOR SELECTINGAND INSTALLING APPROPRIATELYSIZED WIRE TO CONTROL PANEL.ELECTRICIAN TO PROVIDEELECTRICAL CONDUIT IFREQUIRED. IT IS IMPERATIVETHAT A PERMANENT VAPORBARRIER BE INSTALLED IN THECONDUIT TO PROTECT THECONTROL PANEL FROMCORROSIVE GAS. "GREAT STUFF"STYLE SPRAY FOAM DOES NOTPROVIDE AN ACCEPTABLE VAPORBARRIER AND WILL NOT BE USED.ELIMINITE(406) 581-16133-25-2021VARIES‘%8,/',1*6(:(5INSTALL CLEANOUTSIN SEWER EVERY 50FT. OR AS REQUIREDBY EAGLE COUNTY.McCRANN RESIDENCERED SKY RANCHWOLCOTT, COLORADODOUBLE CLEANOUT175.6" EXTERIOR LENGTH61.7EXTERIORWIDTH54.5"EXTERIORHEIGHTTOP VIEWEND VIEWLIFTING STRAP(TYP.)RISER CONNECTION (TYP.)LIFTING STRAP (TYP.)LIFTING LUG (TYP.)OUTLET TEE(TYP.)PRIMARY AND TREATMENT TANKINFILTRATOR IM-15302" SUBGRADE INSULATION(TYP.)2" SUBGRADE INSULATIONINCLUDING TOP OF TANKRECIRCULATION AND TRANSFER PUMPTANK DIMENSIONS AND INSULATION PLACEMENTFIRST ISSUE3-25-210‘6&+39&',6&+$5*(CONNECT TO DOSE TANK(SHEET 4)‘$12;,&5(7851/,1(WATER-PROOF ELECTRICALJUNCTION BOX1530 GAL PRIMARY TANKELIMINITE 120 TREATMENT SYSTEMINSTALL SEAM CLIPSACCORDING TO MFGRINSTRUCTIONSDOUBLE CLEANOUTINSTALL ADDITIONALCLEANOUTS AT 50' INTERVALSIN BUILDING SEWER.TANK BEDDING AND BACKFILLACCORDING TO MFGR INSTRUCTIONSMAXIMUM BURY DEPTH: 18"LIDS MUST BE SECURED WITH SS STEEL SCREWS. ALLSCREW HOLES MUST BE FITTED WITH A SCREW.PLASTIC VALVE BOXCOVER FLUSH WITHFINAL GRADEAIR INTAKEBUILDINGSEWEREFFLUENT FILTERTHREADED CAPSANITARYTEECIRCULAR VALVE BOXFLUSH WITH SURFACES x F THREADSSILENCE/RESETSWITCHCIRCULAR VALVE BOXFLUSH WITH SURFACE‘',6&+$5*(TO DOSE TANK (SHEET 4)POLYLOCK PL 22EFFLUENT FILTERMAXIMUM RISER HEIGHT 18"6" 17" 23" 25"HLATRANSFER ONTRANSFER OFFLLCTANK BOTTOMLEVEL FLOAT SETTINGSECEH EDITS6-1-2104 OF 5 HLADF ONDF OFFTANK BOTTOMDOSE TANK LEVELFLOAT SETTINGSTYPICAL PIPE TRENCHPRESSURIZED DRAINFIELD INPUT DATAPRESSURIZED DRAINFIELD RESULTS TABLEPUMP/SYSTEM H-Q CURVELATERAL ELEVATION FLOW CONTROL ORIFICE DIAMETER 8188 NO ORIFICE 81861-1/4" 818429/32" 818315/16" 8181 7/8"DRAINFIELD PUMP552 GAL. DOSE TANKDOSE TANK IS SUPPLIED BY TRANSFER PUMP INELIMINITE 120 TREATMENT TANK. THEREFOREPRECISE ELEVATION CONTROL IS NOT REQUIREDOTHER THAN TO MAINTAIN MAXIMUM BURYDEPTH SUCH THAT NO MORE THAN 18 INCHES OFRISERS ARE NECESSARY.DOSE TANK RESERVE VOLUMEABOVE HLA: 165 GALSJE CONTROL PANEL INCLUDES:NEMA 4X ENCLOSURECYCLE COUNTERETMVISUAL STROBE ALARMCIRCUIT BREAKERSAUDIBLE ALARMINDEPENDENT CONTROL AND PUMP CIRCUITSIFS SIMPLEX DOSE TANK CONTROL PANELMODEL NUMBER IFS21W124H17C1'-6"2'-8"3'-0"ELIMINITE(406) 581-1613McCRANN RESIDENCERED SKY RANCHWOLCOTT, COLORADOFIRST ISSUE3-25-210ECEH EDITS6-1-2105 OF 5 HOLLAND CREEK METRO DISTRICT MUST BE ON-SITEDURING CONSTRUCTION TO VERY THE SOIL CONDITIONS.IF SOIL DIFFERS FROM PRESENTED PROFILES, CONTACTENGINEER IMMEDIATELY.McCRANN RESIDENCEONSITE WASTEWATER TREATMENT SYSTEMELIMINITE INC.TJK@ELIMINITE.COM(406) 581-1613VARIES1 OF 5FIRST ISSUE 3-25-2021ONSITE WASTEWATER TREATMENT SYSTEM175 SETTING SUN LANE, LOT 79RED SKY RANCHWOLCOTT, COLORADO0EAGLE COUNTY ENVIRONMENTAL HEALTH DEPARTMENTENVIRONMENTAL HEALTH APPROVALTHIS SET OF PLANS IS NOT VALID FORCONSTRUCTION UNLESS PROJECTENGINEER'S SEAL AND SIGNATURE ISAFFIXED AND VALID EAGLE COUNTY ISDSPERMIT IS SHOWN ON THIS COVER SHEET.LOT 79 , 175 SETTING SUN DR.SOIL PITS WERE PROFILED AS PART OF A PROJECT-WIDE SITE EVALUATION CONDUCTED JUNE 1999ECEH EDITS 6-1-20211RED SKY RD.THIS PLAN DESCRIBES AN ADVANCED ONSITE WASTEWATERTREATMENT SYSTEM PROPOSED TO SERVE A FIVE BEDROOMSINGLE FAMILY HOME.GENERAL SYSTEM INFORMATION AND COMPONENT SIZINGFACILITY SERVED: SINGLE FAMILY HOME, 5 BEDROOMS, RESIDENTIAL STRENGTH INFLUENTDAILY WASTEWATER GENERATION AS DETERMINED BY EAGLE COUNTY ENV. HEALTH: 600 GAL/DAYACTUAL PEAK DAILY WASTE WATER GENERATION: 325 GAL/DAYACTUAL AVERAGE WASTEWATER PRODUCTION: 150 GAL/DAYSYSTEM SOIL CLASSIFICATION: LOAMSOIL APPLICATION RATE (LTAR): 0.8 GAL/(DAY*FT2)REQUIRED SOIL INFILTRATIVE SURFACE AREA: 750 FT2REQUIRED LENGTH OF 3 FT WIDE TRENCH: 250 FTTOTAL TRENCH AREA PROVIDED IN THIS DESIGN: 1080 FT2TOTAL LENGTH OF 3 FT WIDE TRENCH PROVIDED IN THIS DESIGN: 360 FT ELIMINITE(406) 581-1613McCRANN RESIDENCERED SKY RANCHWOLCOTT, COLORADOFIRST ISSUE3-25-210ECEH EDITS6-1-2102 OF 5 INSPECTION PORT EACH LATERALFLUSH WITH GROUND SURFACE.THREE PER LATERALFLUSHING VALVENORMALLY CLOSEDTEE1.5" LATERAL316" ORIFICE DIAMETER48" ORIFICE SPACINGTYPICAL ALL LATERALSQUICK 4 CHAMBERSTHREE SHOWN FOR CLARITYTRIM CHAMBER AS NECESSARYDIMENSIONS AND CALLOUTS ARETYPICALALL JOINTS MUST BESOLVENT/CEMENT WELDED.CONTRACTOR MUST USE PURPLEPRIMER. CLEAR PRIMER WILL BEREJECTEDALL VALVE COVERS MUST BEINSTALLED FLUSH WITH FINAL GRADE.FLUSHING VALVES MUST BE OPEN THEFIRST TIME THE PIPING SYSTEM ISPRESSURIZED. FAILURE TO FLUSH THESYSTEM PRIOR TO PRESSURIZATIONWILL NECESSITATE REJECTION OF THEPIPING SYSTEM.DO NOT CONNECT ROOF DRAINS,FLOOR DRAINS OR HOT TUB DRAIN TOWASTEWATER TREATMENT SYSTEM.3 OF 53/25/2021VARIESELIMINITE(406) 581-16136" VALVE BOXFLUSH WITH FINISH GRADETWO AT EACH END.‘6&+39&0$1,)2/'McCRANN RESIDENCERED SKY RANCHWOLCOTT, COLORADOSIDE VIEWEND VIEWTOP VIEW31'-6" 3'-0"VALTERRA GATE VALVEWITH FLOW CONTROL ORIFICE7'-5"72'-0"CLEANOUTDETAIL 2SECTION 1-3DETAIL 3DETAIL#SHEET#QUICK 4 CHAMBERREVEGETATE IMMEDIATELYLOAM SOIL. MOUND 12" ABOVENATURAL GRADE.DO NOT MACHINE COMPACTFILTER FABRICOVER CHAMBERCIRCULAR VAVE BOXINSPECTION PORTLID FLUSH WITHGROUND SURFACE4"-6" PVC PIPECUT TO LENGTHQUICK 4 CHAMBERSCARIFY NATURAL SOIL INTERFACE.NO MACHINERY OR PERSONNEL ALLOWEDON INFILTRATIVE SURVACE.UNDISTURBED SOILSUSPEND LATERALIN CHAMBER1-1/2" TEE1-1/2" FLUSHING VALVECLOSED DURING NORMALOPERATION.ƒ6:((31-1/2" THREADED PLUGS X F THREAD COUPLINGLATERAL4"-6" PVC EXTENSIONCIRCULAR VALVE BOXLID FLUSH WITH GROUNDSURFACE.‘0$1,)2/'ƒ(/%2:2" TO 1-1/2" BUSHING1-1/2" UNIONVALTERRA GATE VALVEWITH FLOW CONTROLORIFICE1-1/2" UNIONGATE VALVE DOWN FORNORMAL OPERATION.UP FOR FLUSHING.4"-6" PVC EXTENSIONCIRCULAR VALVE BOXLID FLUSH WITH GROUNDSURFACE2" TEE2" TO 1-1/2" BUSHINGTYPICAL VALVE BOXNDS MODEL 107BCFLUSHING TEE UNDER CHAMBERAT HCMD OPTIONADD INSPECTION PORTOVER FLUSHING LINESELEV 8188ELEV 8186ELEV 8184ELEV 8183ELEV 8181DISTRICT MAY SUBSTITUTE ONE LARGERVALVE BOX SUCH AS NDS PART NUMBER 113BC.132333‘6&+39&0$,12" TO 3" BUSHINGFIRST ISSUE3-25-210ECEH EDITS6-1-2101'-0"3'-0"NATURAL GRADE PUMP CIRCUIT BREAKERSPROGRAMMABLE LOGIC CONTROLLERALARM HORNMOTOR CONTACTORSTRANSFER PUMPHAND-OFF-AUTOTOGGLE SWITCHRECIRCULATION PUMPHAND-OFF-AUTOTOGGLE SWITCHLEVEL FLOATCONNECTION BLOCKRECIRCULATION PUMPCURRENT SENSORPUMP INCOMINGPOWERCONTROL INCOMINGPOWER CONTROL PANELThis control panel operates one recirculation pump and one drainfieldpump. The recirculation pump and drainfield pump is controlled with atimer The control panel requires two separate feeds from the mainservice panel: 1) A 120 v, 15 A, single phase circuit for the controls.2) A 240 v, 30 A, single phase circuit for the pumps.From Regulation 43:TREATMENT TANK IS SUPPLIED ASA COMPLETE, PRE-BUILT UNIT.THE DRAINFIELD PUMP ANDRECIRCULATION PUMP ISINSTALLED AND CONNECTED.CONTRACTOR SHALL BE FAMILIARWITH THE DOCUMENT"INFILTRATOR IM-SERIES SEPTICTANK GENERAL INSTALLATIONINSTRUCTIONS." A COPY OFTHESE INSTRUCTIONS MUST BEAVAILABLE ON-SITE AT ALL TIMESCONSTRUCTION IS OCCURRING.TANKS MUST BE INSTALLEDACCORDING TO TANKMANUFACTURERS INSTRUCTIONS.ELECTRICIAN WILL BE REQUIREDTO PROVIDE TWO CIRCUITS TOTHE CONTROL PANEL.ELECTRICIAN WILL BERESPONSIBLE FOR SELECTINGAND INSTALLING APPROPRIATELYSIZED WIRE TO CONTROL PANEL.ELECTRICIAN TO PROVIDEELECTRICAL CONDUIT IFREQUIRED. IT IS IMPERATIVETHAT A PERMANENT VAPORBARRIER BE INSTALLED IN THECONDUIT TO PROTECT THECONTROL PANEL FROMCORROSIVE GAS. "GREAT STUFF"STYLE SPRAY FOAM DOES NOTPROVIDE AN ACCEPTABLE VAPORBARRIER AND WILL NOT BE USED.ELIMINITE(406) 581-16133-25-2021VARIES‘%8,/',1*6(:(5INSTALL CLEANOUTSIN SEWER EVERY 50FT. OR AS REQUIREDBY EAGLE COUNTY.McCRANN RESIDENCERED SKY RANCHWOLCOTT, COLORADODOUBLE CLEANOUT175.6" EXTERIOR LENGTH61.7EXTERIORWIDTH54.5"EXTERIORHEIGHTTOP VIEWEND VIEWLIFTING STRAP(TYP.)RISER CONNECTION (TYP.)LIFTING STRAP (TYP.)LIFTING LUG (TYP.)OUTLET TEE(TYP.)PRIMARY AND TREATMENT TANKINFILTRATOR IM-15302" SUBGRADE INSULATION(TYP.)2" SUBGRADE INSULATIONINCLUDING TOP OF TANKRECIRCULATION AND TRANSFER PUMPTANK DIMENSIONS AND INSULATION PLACEMENTFIRST ISSUE3-25-210‘6&+39&',6&+$5*(CONNECT TO DOSE TANK(SHEET 4)‘$12;,&5(7851/,1(WATER-PROOF ELECTRICALJUNCTION BOX1530 GAL PRIMARY TANKELIMINITE 120 TREATMENT SYSTEMINSTALL SEAM CLIPSACCORDING TO MFGRINSTRUCTIONSDOUBLE CLEANOUTINSTALL ADDITIONALCLEANOUTS AT 50' INTERVALSIN BUILDING SEWER.TANK BEDDING AND BACKFILLACCORDING TO MFGR INSTRUCTIONSMAXIMUM BURY DEPTH: 18"LIDS MUST BE SECURED WITH SS STEEL SCREWS. ALLSCREW HOLES MUST BE FITTED WITH A SCREW.PLASTIC VALVE BOXCOVER FLUSH WITHFINAL GRADEAIR INTAKEBUILDINGSEWEREFFLUENT FILTERTHREADED CAPSANITARYTEECIRCULAR VALVE BOXFLUSH WITH SURFACES x F THREADSSILENCE/RESETSWITCHCIRCULAR VALVE BOXFLUSH WITH SURFACE‘',6&+$5*(TO DOSE TANK (SHEET 4)POLYLOCK PL 22EFFLUENT FILTERMAXIMUM RISER HEIGHT 18"6" 17" 23" 25"HLATRANSFER ONTRANSFER OFFLLCTANK BOTTOMLEVEL FLOAT SETTINGSECEH EDITS6-1-2104 OF 5 HLADF ONDF OFFTANK BOTTOMDOSE TANK LEVELFLOAT SETTINGSTYPICAL PIPE TRENCHPRESSURIZED DRAINFIELD INPUT DATAPRESSURIZED DRAINFIELD RESULTS TABLEPUMP/SYSTEM H-Q CURVELATERAL ELEVATION FLOW CONTROL ORIFICE DIAMETER 8188 NO ORIFICE 81861-1/4" 818429/32" 818315/16" 8181 7/8"DRAINFIELD PUMP552 GAL. DOSE TANKDOSE TANK IS SUPPLIED BY TRANSFER PUMP INELIMINITE 120 TREATMENT TANK. THEREFOREPRECISE ELEVATION CONTROL IS NOT REQUIREDOTHER THAN TO MAINTAIN MAXIMUM BURYDEPTH SUCH THAT NO MORE THAN 18 INCHES OFRISERS ARE NECESSARY.DOSE TANK RESERVE VOLUMEABOVE HLA: 165 GALSJE CONTROL PANEL INCLUDES:NEMA 4X ENCLOSURECYCLE COUNTERETMVISUAL STROBE ALARMCIRCUIT BREAKERSAUDIBLE ALARMINDEPENDENT CONTROL AND PUMP CIRCUITSIFS SIMPLEX DOSE TANK CONTROL PANELMODEL NUMBER IFS21W124H17C1'-6"2'-8"3'-0"ELIMINITE(406) 581-1613McCRANN RESIDENCERED SKY RANCHWOLCOTT, COLORADOFIRST ISSUE3-25-210ECEH EDITS6-1-2105 OF 5 HOLLAND CREEK METRO DISTRICT MUST BE ON-SITEDURING CONSTRUCTION TO VERY THE SOIL CONDITIONS.IF SOIL DIFFERS FROM PRESENTED PROFILES, CONTACTENGINEER IMMEDIATELY.McCRANN RESIDENCEONSITE WASTEWATER TREATMENT SYSTEMELIMINITE INC.TJK@ELIMINITE.COM(406) 581-1613VARIES1 OF 2FIRST ISSUE 3-25-2021ONSITE WASTEWATER TREATMENT SYSTEM179 SETTING SUN LANE, LOT 79RED SKY RANCHWOLCOTT, COLORADO0SITE LOCATIONPROPOSED DRAINFIELD LOCATIONPRIMARY TANK ANDELIMINITE TREATMENT UNITLOCATIONS SUBJECT TO CHANGEBASED ON BUILDING LAYOUTEAGLE COUNTY ENVIRONMENTAL HEALTH DEPARTMENTENVIRONMENTAL HEALTH APPROVALTHIS SET OF PLANS IS NOT VALID FORCONSTRUCTION UNLESS PROJECTENGINEER'S SEAL AND SIGNATURE ISAFFIXED AND VALID EAGLE COUNTY ISDSPERMIT IS SHOWN ON THIS COVER SHEET.SOIL PIT 25HORIZONDEPTHTHICKNESSTEXTURECOLORRXNC.F.%MOTTLEDROOTSSTRUCTUREA0-3030LOAM10yr 3/200NOYESMED MED GRANULARBt130-4010CLAY LOAM7.5yr 4/3010NOTO 36"MASSIVEBt240-6212CLAY7.5yr 4/4020NONOMASSIVER62-12058FRAC'T ROCK-0-NONO-DRAFTSETTING SUN LANESOIL PIT 25 PUMP CIRCUIT BREAKERSPROGRAMMABLE LOGIC CONTROLLERALARM HORNMOTOR CONTACTORSTRANSFER PUMPHAND-OFF-AUTOTOGGLE SWITCHRECIRCULATION PUMPHAND-OFF-AUTOTOGGLE SWITCHLEVEL FLOATCONNECTION BLOCKRECIRCULATION PUMPCURRENT SENSORPUMP INCOMINGPOWERCONTROL INCOMINGPOWER CONTROL PANELThis control panel operates one recirculation pump and one drainfieldpump. The recirculation pump and drainfield pump is controlled with atimer The control panel requires two separate feeds from the mainservice panel: 1) A 120 v, 15 A, single phase circuit for the controls.2) A 240 v, 30 A, single phase circuit for the pumps.From Regulation 43:TREATMENT TANK IS SUPPLIED ASA COMPLETE, PRE-BUILT UNIT.THE DRAINFIELD PUMP ANDRECIRCULATION PUMP ISINSTALLED AND CONNECTED.CONTRACTOR SHALL BE FAMILIARWITH THE DOCUMENT"INFILTRATOR IM-SERIES SEPTICTANK GENERAL INSTALLATIONINSTRUCTIONS." A COPY OFTHESE INSTRUCTIONS MUST BEAVAILABLE ON-SITE AT ALL TIMESCONSTRUCTION IS OCCURRING.TANKS MUST BE INSTALLEDACCORDING TO TANKMANUFACTURERS INSTRUCTIONS.ELECTRICIAN WILL BE REQUIREDTO PROVIDE TWO CIRCUITS TOTHE CONTROL PANEL.ELECTRICIAN WILL BERESPONSIBLE FOR SELECTINGAND INSTALLING APPROPRIATELYSIZED WIRE TO CONTROL PANEL.ELECTRICIAN TO PROVIDEELECTRICAL CONDUIT IFREQUIRED. IT IS IMPERATIVETHAT A PERMANENT VAPORBARRIER BE INSTALLED IN THECONDUIT TO PROTECT THECONTROL PANEL FROMCORROSIVE GAS. "GREAT STUFF"STYLE SPRAY FOAM DOES NOTPROVIDE AN ACCEPTABLE VAPORBARRIER AND WILL NOT BE USED.ELIMINITE(406) 581-16132 OF 23-25-2021VARIES‘%8,/',1*6(:(5INSTALL CLEANOUTSIN SEWER EVERY 50FT. OR AS REQUIREDBY EAGLE COUNTY.McCRANN RESIDENCERED SKY RANCHWOLCOTT, COLORADODOUBLE CLEANOUT175.6" EXTERIOR LENGTH61.7EXTERIORWIDTH54.5"EXTERIORHEIGHTTOP VIEWEND VIEWLIFTING STRAP(TYP.)RISER CONNECTION (TYP.)LIFTING STRAP (TYP.)LIFTING LUG (TYP.)OUTLET TEE(TYP.)PRIMARY AND TREATMENT TANKINFILTRATOR IM-15302" SUBGRADE INSULATION(TYP.)2" SUBGRADE INSULATIONINCLUDING TOP OF TANKRECIRCULATION PUMPDISCHARGE PUMPTANK DIMENSIONS AND INSULATION PLACEMENTFIRST ISSUE3-25-210‘6&+39&',6&+$5*(‘$12;,&5(7851/,1(WATER-PROOF ELECTRICALJUNCTION BOX1530 GAL PRIMARY TANKELIMINITE 120 TREATMENT SYSTEMINSTALL SEAM CLIPSACCORDING TO MFGRINSTRUCTIONSDOUBLE CLEANOUTINSTALL ADDITIONALCLEANOUTS AT 50' INTERVALSIN BUILDING SEWER.TANK BEDDING AND BACKFILLACCORDING TO MFGR INSTRUCTIONSMAXIMUM BURY DEPTH: 18"LIDS MUST BE SECURED WITH SS STEEL SCREWS. ALLSCREW HOLES MUST BE FITTED WITH A SCREW.PLASTIC VALVE BOXCOVER FLUSH WITHFINAL GRADEAIR INTAKEBUILDINGSEWEREFFLUENT FILTERTHREADED CAPSANITARYTEECIRCULAR VALVE BOXFLUSH WITH SURFACES x F THREADSSILENCE/RESETSWITCHCIRCULAR VALVE BOXFLUSH WITH SURFACE‘',6&+$5*( INSPECTION PORT EACH LATERALFLUSH WITH GROUND SURFACEFLUSHING VALVENORMALLY CLOSEDTEE1.5" LATERAL316" ORIFICE DIAMETER60" ORIFICE SPACINGTYPICAL ALL LATERALSQUICK 4 CHAMBERSTHREE SHOWN FOR CLARITYTRIM CHAMBER AS NECESSARYDRAINFIELD HYDRAULIC ANALYSISPUMP/SYSTEM h-q CURVEDIMENSIONS AND CALLOUTS ARETYPICALALL JOINTS MUST BESOLVENT/CEMENT WELDED.CONTRACTOR MUST USE PURPLEPRIMER. CLEAR PRIMER WILL BEREJECTEDALL VALVE COVERS MUST BEINSTALLED FLUSH WITH FINAL GRADE.FLUSHING VALVES MUST BE OPEN THEFIRST TIME THE PIPING SYSTEM ISPRESSURIZED. FAILURE TO FLUSH THESYSTEM PRIOR TO PRESSURIZATIONWILL NECESSITATE REJECTION OF THEPIPING SYSTEM.3 OF 33/25/2021VARIESELIMINITE(406) 581-16136" VALVE BOXFLUSH WITH FINISH GRADE‘6&+39&0$1,)2/'McCRANN RESIDENCERED SKY RANCHWOLCOTT, COLORADOSIDE VIEWEND VIEWTOP VIEW31'-6" 1'-0"2'-0"133'-0"VALTERRA GATE VALVEWITH FLOW CONTROL ORIFICE7'-5"72'-0"CLEANOUT23DETAIL 2SECTION 1-333DETAIL 3 DETAIL#SHEET#QUICK 4 CHAMBERREVEGETATE IMMEDIATELYLOAM SOILDO NOT MACHINECOMPACTFILTER FABRICOVER CHAMBERCIR CULAR VAVE BOXINSPECTION PORTLID FLUSH WITHGROUND SURFACE4"-6" PVC PIPECUT TO LENGTHQUICK 4 CHAMBERCLEAN FILTER SANDSEE REG.43 FOR SPEC.SCARIFY NATURAL SOIL INTERFACE.NO MACHINERY OR PERSONNEL ALLOWEDON INFILTRATIVE SURVACE.UNDISTURBED SOILSUSPEND LATERALIN CHAMBER1-1/2" TEE1-1/2" FLUSHING VALVECLOSED DURING NORMALOPERATION.ƒ6:((31-1/2" THREADED PLUGS X F THREAD COUPLINGLATERAL4"-6" PVC EXTENSIONCIRCULAR VALVE BOXLID FLUSH WITH GROUNDSURFACE.‘0$1,)2/'ƒ(/%2:(TEE ON OTHER LATERALS)2" TO 1-1/2" BUSHING1-1/2" UNIONVALTERRA GATE VALVEWITH FLOW CONTROLORIFICE1-1/2" UNIONGATE VALVE DOWN FORNORMAL OPERATION.UP FOR FLUSHING.4"-6" PVC EXTENSIONCIRCULAR VALVE BOXLID FLUSH WITH GROUNDSURFACEOPERATING POINT81GPM @ 17FT2" TEE2" TO 1-1/2" BUSHINGTYPICAL VALVE BOXNDS MODEL 107BCFLUSHING TEE UNDER CHAMBERAT HCMD OPTIONADD INSPECTION PORTOVER FLUSHING LINES OWTS Design Plan Checklist- Missing Information needed for the 175 Setting Sun design ` BASE INFORMATION 43.5 Scaled site plan that includes onsite features and their locations such as the house envelope, driveway, accessory structures, the OWTS with all its components, the road, existing property lines, utilities (including the waterline), right of ways, easements, wetlands, etc. These are all applicable setbacks to be investigated. North Arrow; Graphic Scale, Benchmark; Brief description of home/facility and proposed use; such as the number of bedrooms Location of the soil profile test pit excavations and percolation tests Site contours or slope direction and percent slope; Proposed elevation of tanks and infiltrative surface; some designers put the elevations on the site plan, some put it in a table. Date of soil testing; (approximate okay) Basis of design with calculations; flows, LTAR, waste strength(TL1), etc.; Scaled plan view of all system components; each accurately labeled; Depth of the infiltrative surface; Cross-sectional views (as applicable); Sewer line cleanout locations must be provided. Pipe bedding requirements; TANK Effluent filter specification or pump enclosure such as a biotube; Proposed inside base of the tank, and/or pump elevation, as appropriate; Calculations or software defining total dynamic head (TDH), and gallons/minute (GPM); Dose volume and frequency; Float tree indicated; Float elevations; Alarm, Pump On, Pump Off (others as applicable); 43.9.I.2 SOIL TREATMENT AREA (STA) Pipe invert elevation; Proposed grade elevation (min. / max.) over soil treatment area; Pipe specification; material, size, etc. Inspection port locations; these are required at both initial and distal end of each trench. Your design shows it as optional on one end only. Orifice size, spacing, orientation; Orifice spacing must be 18”-48”, your design calls for 60” Calculations indicate a minimum 30 inch, maximum 72 inch operating head; Calculations or design software defining that each active zone will provide no more than 10% flow differential from initial orifice to most distal orifices within each zone; Calculations for forcemain drain-back volume; 43.10.E.3 Sand media specifications; valid gradation must be obtained within one month of installation; GENERAL NOTES Additional specifications as necessary to define system installation or components; 43.5.G.3 Structural design considerations, as applicable; 43.5.G.3 Installation procedures; 43.5.G.3 Operation and maintenance manuals; 43.5.G.3 Notation of required site protection of the soil treatment area; 43.5.H Eagle County Environmental Health Memo 06/11/2021 Claire Lewandowski, EHS III 175 Setting Sun ECEH Evaluation and reason for approval of the STA size based on different perc rates The PE used an LTAR of 0.8 for loam, presumed to be determined by the upper 30” of soil in pit 25. The soil horizon to be used is the most restrictive below and within the vertical separation zone, 2.5 ft below the infiltrative surface for TL2 effluent). With the infiltrator surface designed to be 1’ below natural grade, the LTAR is to be the most restrictive within 3.5’, or 42”. Looking at the nearest soil profile pit (25) starting a 40” is the clay layer with massive structure. Assuming an LTAR of 0.45 for soil 3A for TL2: 5 bedrooms: 600 g/d / 0.45 = 1,334 sq.ft multiplied by a reduction factor for pressure dosed application in a trench 0.8 = 1,067 square feet which is less than the 1080 square feet proposed. Meets regulation requirements and so is approved. 12/22/22, 8:47 AM image0.jpeg https://mail.google.com/mail/u/0/#inbox?projector=1 1/1 12/22/22, 8:47 AM image1.jpeg https://mail.google.com/mail/u/0/#inbox?projector=1 1/1 12/22/22, 8:47 AM image2.jpeg https://mail.google.com/mail/u/0/#inbox?projector=1 1/1 12/22/22, 8:47 AM image3.jpeg https://mail.google.com/mail/u/0/#inbox?projector=1 1/1 12/22/22, 8:47 AM image4.jpeg https://mail.google.com/mail/u/0/#inbox?projector=1 1/1 12/22/22, 8:48 AM image5.jpeg https://mail.google.com/mail/u/0/#inbox?projector=1 1/1 12/22/22, 8:48 AM image6.jpeg https://mail.google.com/mail/u/0/#inbox?projector=1 1/1 12/22/22, 8:46 AM image0.jpeg https://mail.google.com/mail/u/0/#inbox?projector=1 1/1 12/22/22, 8:46 AM image1.jpeg https://mail.google.com/mail/u/0/#inbox?projector=1 1/1 12/22/22, 8:46 AM image2.jpeg https://mail.google.com/mail/u/0/#inbox?projector=1 1/1 12/22/22, 8:46 AM image4.jpeg https://mail.google.com/mail/u/0/#inbox?projector=1 1/1 12/22/22, 8:47 AM image5.jpeg https://mail.google.com/mail/u/0/#inbox?projector=1 1/1