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HomeMy WebLinkAbout122 Saddle Rock - 194121402009Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970) 328-8730 Fax: (970) 328-7185 Permit Permit No. OWTS-022569-2021 Permit Type: OWTS Permit Work Classification: New Permit Status: Active Issue Date: 5/5/2023 Expires: 10/2/2023 On-Site Wastewater Treatement System Project Address Parcel Number 122 SADDLE ROCK, WOLCOTT AREA,194121402009 Owner Information Address Alan Evans Phone: Cell: (970) 948-9510 Email: alan@nwpartners.net Inspections: For Inspections Call: (970) 328-8755 Engineer Phone Email JVA Inc, Simon Farrell (303) 444-1951 sfarrell@jvajva.com Contractor License Number Phone Email Stenson Excavation Inc.stensonbill@gmail.com(970) 904-1661OWTSPL-000213-20 23 Permitted Construction / Details: Install the new system exactly as depicted in the JVA Inc design dated, stamped and signed on August 8th, 2023 by Simon A Farrell, PE. This system is designed to accommodate the maximum daily flows of a 6 bedroom residence. The OWTS consists of an existing 1,530 gallon Infiltrator poly septic tank, installed for primary treatment and with an effluent filter on the outlet tee, followed by a 2,000 gallon, Valley Precast, 3 compartment recirculating/dose tank which will send wastewater to two, Advantex AX 20 pods for nitrification using an Orenco PF 500512 pump. Nitrified effluent flows to the splitter valve for recirculation to the 1,530 gallon first tank for denitrification then is dosed using an Orenco PF 500512 pump to 840 square feet of soil treatment area via five trenches each consisting of 14 Infiltrator Quick 4 Plus Standard chambers for a total of 70 Infiltrator chambers. 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 Orenco MVP-DAX control panel and pump connections. The alarm must be connected to a separate circuit. Additional pump details are on the design drawing. Advantex systems must conform to the CDPHE technology approval letter dated May 1, 2018. 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 May 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 Thursday, August 10, 2023 1 Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970) 328-8730 Fax: (970) 328-7185 Permit Permit No. OWTS-022569-2021 Permit Type: OWTS Permit Work Classification: New Permit Status: Active Issue Date: 5/5/2023 Expires: 10/2/2023 On-Site Wastewater Treatement System Project Address Parcel Number 122 SADDLE ROCK, WOLCOTT AREA,194121402009 Owner Information Address Alan Evans Phone: Cell: (970) 948-9510 Email: alan@nwpartners.net Inspections: For Inspections Call: (970) 328-8755 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-000213-20 23 Permitted Construction / Details: Install the new system exactly as depicted in the Eliminite Inc design dated, stamped and signed on April 23rd, 2023 by Thomas J Kallenbach, PE. This system is designed to accommodate the maximum daily flows of a 6 bedroom residence. The OWTS consists of a 1,530 gallon Infiltrator poly septic tank, installed for primary treatment and with an effluent filter on the outlet tee, followed by a 552 gallon primary tank. An Eliminite 120 Treatment System equipped with a 280 series 1/2hp recirculation pump and transfer floats set to circulated effluent back to the primary treatment tank is followed by a 1060 gallon dosing tank. The 1060 gallon in series is equipped with a Liberty LEH102M2 high head pump with floats set as shown in the design to pressure dose effluent over a 1636 square ft soil treatment area consisting of 6 shallow trenches, each 73' 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. 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 May 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 Friday, May 5, 2023 1 Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970) 328-8730 Fax: (970) 328-7185 Permit Permit No. OWTS-022569-2021 Permit Type: OWTS Permit Work Classification: New Permit Status: Active Issue Date: 10/7/2021 Expires: 2/4/2022 On-Site Wastewater Treatement System Project Address Parcel Number 122 SADDLE ROCK, WOLCOTT AREA,194121402009 Owner Information Address Alan Evans Phone: Cell: (970) 948-9510 Email: alan@nwpartners.net Inspections: For Inspections Call: (970) 328-8755 Engineer Phone Email Eliminite, Thomas Kallenbach (406) 581-1613 tjk@eliminite.com Contractor License Number Phone Email Permitted Construction / Details: 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. The OWTS consists of a 1,530 gallon Infiltrator poly septic tank, installed for primary treatment and with an effluent filter on the outlet tee, followed by an Eliminite 120 Treatment System equipped with a 280-series 1/2hp recirculation pump and transfer floats set to circulated effluent back to the primary treatment tank. The 545 gallon dosing tank follows last in series and is equipped with a Liberty LEH150 high head 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 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. Thursday, October 7, 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 October 07, 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 PERMIT4.1.6(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, October 7, 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 9/27/21 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-526981-2023 Permit Number: OWTS-022569-2021 Inspection Date: 11/07/2023 Inspector: Permit Type: OWTS Permit Inspection Type: OWTS Final Inspection Work Classification: NewOwner:New West Partners Job Address:122 SADDLE ROCK IVR Pin Number:194305 WOLCOTT AREA, CO Project:<NONE> Parcel Number:194121402009 Contractor:Phone: (970) 904-1661 / Cell: (970) 904-1661Stenson Excavation Inc. Inspection Status: Approved Inspection Notes Inspector Comments Added Item: Septic Tank An existing 1,530 gallon Infiltrator poly septic tank, installed for primary treatment and with an effluent filter on the outlet tee, followed by a 2,000 gallon, Valley Precast, 3 compartment recirculating/dose tank which sends wastewater to two, Advantex AX 20 pods for nitrification using an Orenco PF 500512 pump was installed. Added Item: Record Drawing Received 11/6/2023 from JVA Inc. Added Item: Record Photos Received 11/6/2023 from JVA Inc. Added Item: Site and Soil Received 8/10/2023. Added Item: Final Certification Letter Received 11/6/2023 from JVA Inc. Added Item: General Plan Received 8/10/2023. Added Item: Soil Treatment Area (STA) 840 square feet of soil treatment area via five trenches each consisting of 14 Infiltrator Quick 4 Plus Standard chambers for a total of 70 Infiltrator chambers was installed. Added Item: Identification of Systems Contractor Tuesday, November 7, 2023 For more information visit: http://www.eaglecounty.us Page 1 of 2 Altitude Septic was the licensed installer. Tuesday, November 7, 2023 For more information visit: http://www.eaglecounty.us Page 2 of 2 November 6, 2023 Claire Lewandowski, Environmental Health Specialist III Eagle County Environmental Health 500 Broadway Street Eagle, CO 81631 RE: Onsite Wastewater Treatment System Final Certification – 122 Saddle Rock, Red Sky Ranch Dear Claire: The Onsite Wastewater Treatment System (OWTS) covered under Eagle County Permit No. OWTS-022569-2021 was installed by Altitude Septic for 122 Saddle Rock and is ready for final certification from Eagle County Environmental Health. This letter certifies that the construction of the OWTS was completed as per the approved design plan. The final record drawings from JVA and construction photographs are provided as attachments. Sincerely, JVA, INCORPORATED By: ________________________ Simon Farrell, P.E. Project Manager, Associate Enclosure: Attachment A – Record Drawings Attachment B – Construction Photographs CC: Juile Gustavson, JVA ATTACHMENT A – RECORD DRAWINGS ONSITE WASTEWATER TREATMENT SYSTEM 122 SADDLE ROCK WOLCOTT, CO 81655 PREMIT SET AUGUST 2023 Set No._______ JVA, Inc.1675 Larimer Street, Suite 550 www.jvajva.com Denver, CO 80202 303.444.1951 Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver DESIGN CRITERIA & GENERAL NOTESG0.1 11/2023210/2023JNGJNGREVISED TANKS, ADV, AND STAJNGJNGRECORD DRAWINGS1REVISION DESCRIPTIOND'WNDES'DDATENO.DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC.122 SADDLE ROCK RESIDENCE OWTS122 SADDLE ROCKWOLCOTT, CO 81655SHEET NO. 1216e AUGUST 2023 SAF JNG JNG JVA, Inc.1319 Spruce Street www.jvajva.com Boulder, CO 80302 303.444.1951 Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver CONFORMED TO CONSTRUCTION RECORD 79007910792079107930793079167914SITE PLANC1.0 11/20232JNGJNGRECORD DRAWINGSREVISION DESCRIPTIOND'WNDES'DDATENO.DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC.122 SADDLE ROCK RESIDENCE OWTS122 SADDLE ROCKWOLCOTT, CO 81655SHEET NO. 1216e AUGUST 2023 SAF JNG JNG JVA, Inc.1319 Spruce Street www.jvajva.com Boulder, CO 80302 303.444.1951 Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver CONFORMED TO CONSTRUCTION RECORDCONFORMED TO CONSTRUCTION RECORD TREATMENT SYSTEM DETAILSCD1.0 10/2023JNGJNGREVISED TANKS, ADV, AND STA1REVISION DESCRIPTIOND'WNDES'DDATENO.DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC.122 SADDLE ROCK RESIDENCE OWTS122 SADDLE ROCKWOLCOTT, CO 81655SHEET NO. 1216e AUGUST 2023 SAF JNG JNG JVA, Inc.1319 Spruce Street www.jvajva.com Boulder, CO 80302 303.444.1951 Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver CONFORMED TO CONSTRUCTION RECORD TREATMENT SYSTEM DETAILS CONTINUEDCD1.1 10/2023JNGJNGREVISED TANKS, ADV, AND STA1REVISION DESCRIPTIOND'WNDES'DDATENO.DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC.122 SADDLE ROCK RESIDENCE OWTS122 SADDLE ROCKWOLCOTT, CO 81655SHEET NO. 1216e AUGUST 2023 SAF JNG JNG JVA, Inc.1319 Spruce Street www.jvajva.com Boulder, CO 80302 303.444.1951 Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver CONFORMED TO CONSTRUCTION RECORD 60"SOIL TREATMENT AREA DETAILSCD1.2 10/2023JNGJNGREVISED TANKS, ADV, AND STA1REVISION DESCRIPTIOND'WNDES'DDATENO.DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC.122 SADDLE ROCK RESIDENCE OWTS122 SADDLE ROCKWOLCOTT, CO 81655SHEET NO. 1216e AUGUST 2023 SAF JNG JNG JVA, Inc.1319 Spruce Street www.jvajva.com Boulder, CO 80302 303.444.1951 Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver CONFORMED TO CONSTRUCTION RECORD ATTACHMENT B – CONSTRUCTION PHOTOGRAPHS Water Quality Control Professionals LLC November 02, 2023 Subject: 122 Saddle Rock, Red Sky Ranch, Installation Report Attn Julie Gustavson: The OWTS installation at 122 Saddle Rock is now complete. Altitude Septic completed the installation on 10/27/2023. The Orenco Advantex system was commissioned by Valley Precast on 10/19/2023. The system was tested by the manufacturers representative and is functioning properly. A squirt test was performed on 10/27/2023 by Altitude Septic and WQCP LLC. The squirt height was approximately 6’ on each lateral and the ADV is functioning properly. The system installation is complete and ready to receive influent. Water Quality Control Professionals LLC Clean outs at house. Water Quality Control Professionals LLC Clean outs before 1500 gallon primary tank. Water Quality Control Professionals LLC Advantex pods. Manufacturers rep. stated this is the recommended positioning of the pods. Water Quality Control Professionals LLC Panel and conduit. Step up transformer used to increase voltage to 230v. Water Quality Control Professionals LLC Plumbing. Water Quality Control Professionals LLC ADV. Water Quality Control Professionals LLC #1 Water Quality Control Professionals LLC #2 Water Quality Control Professionals LLC #3 Water Quality Control Professionals LLC #4 Water Quality Control Professionals LLC #5 Water Quality Control Professionals LLC Water Quality Control Professionals LLC Sincerely, John M. Volk Water Quality Control Professionals LLC 13863 W LaSalle Pl Lakewood, CO 80228 970-389-4491 jvolk@wqcpllc.com Water Quality Control Professionals LLC November 02, 2023 Subject: 122 Saddle Rock, Red Sky Ranch, Installation Report Attn Julie Gustavson: The OWTS installation at 122 Saddle Rock is now complete. Altitude Septic completed the installation on 10/27/2023. The Orenco Advantex system was commissioned by Valley Precast on 10/19/2023. The system was tested by the manufacturers representative and is functioning properly. A squirt test was performed on 10/27/2023 by Altitude Septic and WQCP LLC. The squirt height was approximately 6’ on each lateral and the ADV is functioning properly. The system installation is complete and ready to receive influent. Water Quality Control Professionals LLC Clean outs at house. Water Quality Control Professionals LLC Clean outs before 1500 gallon primary tank. Water Quality Control Professionals LLC Advantex pods. Manufacturers rep. stated this is the recommended positioning of the pods. Water Quality Control Professionals LLC Panel and conduit. Step up transformer used to increase voltage to 230v. Water Quality Control Professionals LLC Plumbing. Water Quality Control Professionals LLC ADV. Water Quality Control Professionals LLC #1 Water Quality Control Professionals LLC #2 Water Quality Control Professionals LLC #3 Water Quality Control Professionals LLC #4 Water Quality Control Professionals LLC #5 Water Quality Control Professionals LLC Water Quality Control Professionals LLC Sincerely, John M. Volk Water Quality Control Professionals LLC 13863 W LaSalle Pl Lakewood, CO 80228 970-389-4491 jvolk@wqcpllc.com ONSITE WASTEWATER TREATMENT SYSTEM 122 SADDLE ROCK WOLCOTT, CO 81655 PREMIT SET AUGUST 2023 Set No._______ JVA, Inc.1675 Larimer Street, Suite 550 www.jvajva.com Denver, CO 80202 303.444.1951 Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver 08/08/2023 DESIGN CRITERIA & GENERAL NOTESG0.1 REVISION DESCRIPTIOND'WNDES'DDATENO.DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC.122 SADDLE ROCK RESIDENCE OWTS122 SADDLE ROCKWOLCOTT, CO 81655SHEET NO. 1216e AUGUST 2023 SAF JNG JNG JVA, Inc.1319 Spruce Street www.jvajva.com Boulder, CO 80302 303.444.1951 Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver 08/08/2023 790079107920791079307930791679147920SITE PLANC1.0 REVISION DESCRIPTIOND'WNDES'DDATENO.DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC.122 SADDLE ROCK RESIDENCE OWTS122 SADDLE ROCKWOLCOTT, CO 81655SHEET NO. 1216e AUGUST 2023 SAF JNG JNG JVA, Inc.1319 Spruce Street www.jvajva.com Boulder, CO 80302 303.444.1951 Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver 08/08/2023 TREATMENT SYSTEM DETAILSCD1.0 REVISION DESCRIPTIOND'WNDES'DDATENO.DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC.122 SADDLE ROCK RESIDENCE OWTS122 SADDLE ROCKWOLCOTT, CO 81655SHEET NO. 1216e AUGUST 2023 SAF JNG JNG JVA, Inc.1319 Spruce Street www.jvajva.com Boulder, CO 80302 303.444.1951 Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver 08/08/2023 SOIL TREATMENT AREA DETAILSCD1.1 REVISION DESCRIPTIOND'WNDES'DDATENO.DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC.122 SADDLE ROCK RESIDENCE OWTS122 SADDLE ROCKWOLCOTT, CO 81655SHEET NO. 1216e AUGUST 2023 SAF JNG JNG JVA, Inc.1319 Spruce Street www.jvajva.com Boulder, CO 80302 303.444.1951 Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver 08/08/2023 HOLLAND CREEK METRO DISTRICT MUST BE ON-SITEDURING CONSTRUCTION TO VERY THE SOIL CONDITIONS AND TO VERIFY SYSTEMCONFORMANCE WITH THE APPROVED PLANS.IF SOIL DIFFERS FROM PRESENTED PROFILES OR IF CONFORMANCE WITH THESEPLANS IS NOT POSSIBLE, CONTACTENGINEER IMMEDIATELY.122 SADDLE ROCKWOLCOTT, COLORADOONSITE WASTEWATER TREATMENT SYSTEMELIMINITE INC.TJK@ELIMINITE.COM(406) 581-1613VARIES1 OF 6FIRST ISSUE 4-23-2023ONSITE WASTEWATER TREATMENT SYSTEM122 SADDLE ROCK, LOT 68RED 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.SOIL PITS WERE PROFILED AS PART OF A PROJECT-WIDE SITE EVALUATION CONDUCTED JUNE 1999.HOLLAND CREEK METRO SUBMITTED ADDITIONALSOIL INFORMATION TO EAGLE COUNTYENVIRONMENTAL HEALTH DEPARTMENT FOR THISSITE IN NOVEMBER OF 2022.THIS PLAN DESCRIBES AN ADVANCED ONSITE WASTEWATERTREATMENT SYSTEM PROPOSED TO SERVE A SIX BEDROOMSINGLE FAMILY HOME.BEDROOM SIX IS CONSIDERED A BUNK ROOM WITHACCOMMODATIONS FOR FOUR PERSONS.GENERAL SYSTEM INFORMATION AND COMPONENT SIZINGFACILITY SERVED: SINGLE FAMILY HOME, FIVE BEDROOMS, ONE BUNKROOM. RESIDENTIAL STRENGTH INFLUENTDAILY WASTEWATER GENERATION AS DETERMINED BY EAGLE COUNTY ENV. HEALTH: 900 GAL/DAYACTUAL PEAK DAILY WASTE WATER GENERATION: 325 GAL/DAYACTUAL AVERAGE WASTEWATER PRODUCTION: 150 GAL/DAYSYSTEM SOIL CLASSIFICATION: CLAY LOAMSOIL APPLICATION RATE (LTAR): 0.55 GAL/(DAY*FT2)REQUIRED SOIL INFILTRATIVE SURFACE AREA BEFORE SIZE ADJUSTMENTS: 1636 FT2REQUIRED LENGTH OF 3 FT WIDE TRENCH BEFORE ADJUSTMENTS: 545 FTADJUSTMENTS: PRESSURE DOSING 0.8.TOTAL TRENCH AREA PROVIDED IN THIS DESIGN: 1309 FT2TOTAL LENGTH OF 3 FT WIDE TRENCH PROVIDED IN THIS DESIGN: 438 FTLOT 68 , 122 SADDLE ROCKRED SKY RD.NORMAN CLUBHOUSECOPYRIGHT © ELIMINITE INC 2021-2023THIS PLAN SUPERCEDES PREVIOUS PLANS AND PERMITS FOR 122 SADDLEROCK. THE PLAN DATED 8/6/2021 IS NOT VALID. THE PLAN DATED 3/21/2022IS NOT VALID. EAGLE COUNTY ONSITE WASTEWATER TREATMENT SYSTEMPERMIT NUMBER 022203-2021 IS NOT VALID. DO NOT USE ANY OF THESEFOR CONSTRUCTION. 1050751009'-4"9'-11"10'-4"15'-2"LA T E R A L 2 LAT E R A L 1 LA T E R A L 3 LA T E R A L 4 LA T E R A L 5 LA T E R A L 6 INSTALL LATERALS LEVELALONG GROUNDCONTOUR.INSTALL SAFETYSCREENS IN ALL RISERS.DO NOT PRESSURIZELATERALS UNTIL THEYHAVE BEEN FULLYFLUSHED.SOIL MUST MEET EAGLECOUNTY MOISTUREREQUIREMENTS BEFOREINSTALLING DRAINFIELD.TIGHTNESS TEST TANKSAS REQUIRED BY EAGLECOUNTY.SCARIFY TRENCHBOTTOM.KEEP PERSONNEL ANDMACHINERY OFF TRENCHBOTTOM.METRO DISTRICT TOPROVIDE ENGINEER WITHACCURATE AS-BUILTFIELD MEASUREMENTS.DO NOT MOUNTCONTROL PANEL ONDWELLING.ADEQUATE ELECTRICALCONDUIT SEAL MUST BEUSED.ELECTRICAL WIRECONNECTIONS MUST BEWATERPROOF AND MADEINSIDE WATERPROOFJUNCTION BOX.MANIFOLD DIMENSIONS AREAPPROXIMATE. FIELD DIMENSIONSMAY DIFFER.1 12 IN Ø SCH. 40 LATERALORIFICE DIAMETER: 316 INORIFICE SPACING: 5 FTLATERAL LENGTH: 73 FTTRENCH WIDTH: 3 FTTRENCH DEPTH: 1.5 FTQUICK 4 CHAMBERSTYPICAL ALL LATERALS73'3'14'-1"IM-1060 DOSE TANKELIMINITE 120 TREATMENT TANKIM-540 PRIMARY TANKIM-1530 PRIMARY TANK4"Ø SCH. 40 PVC BUILDING SEWERMINIMUM SLOPE 14" / FT.DUAL CLEANOUTDUAL CLEANOUTSEE SHEET 4INVERT EL. 7913FIELD VERIFYINVERT EL. 7907FIELD VERIFYLATERAL FLUSHING ASSY.WITH POLY VALVE BOXFOR ACCESSDETAIL1 SHEET 3TYPICAL ALL LATERALSPRESSURE CONTROL VALVEINSTALL UNDER POLY VALVE BOXTYPICAL ALL LATERALSFITTINGS AS NECESSARY14'-8"9'1"Ø PVC ANOXIC RETURN LINE3"Ø SCH. 40 PVC FORCEMAINMANIFOLD/FORCEMAINCLEANOUT UNDER POLYVALVE BOXSEE DETAIL 2 SHEET 3INSPECTION PORTSTHREE PER LATERALSEE DETAIL 1 SHEET 3SEE DETAIL 3 SHEET 30FIRST ISSUE4/23/23ELIMINITE INC.845 GLIDER LN.BELGRADE, MONTANA122 SADDLE ROCKWOLCOTT, COLORADORED SKY RANCH4/23/232 OF 6SITE PLAN 122 SADDLE ROCKRED SKY RANCHWOLCOTT, COLORADO0FIRST ISSUE4/23/234/23/23ELIMINITE INC845 GLIDER LNBELGRADE, MONTANA1 12 " LATERAL316" ORIFICE DIAMETER60" ORIFICE SPACINGTYPICAL ALL LATERALSDIMENSIONS 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 POOL DRAINS, HOT TUBDRAINS,FOUNDATION DRAINS ORCONDENSATE DRAINS TOWASTEWATER TREATMENT SYSTEM.SOIL ABSORPTION SYSTEM MUST NOTBE INSTALLED IF SOIL MOISTUREGREATER THAN APPROXIMATELY 15%WATER BY VOLUME (PERMANENTWILTING POINT).KEEP PERSONNEL AND MACHINERYOFF ABSORPTION TRENCHINFILTRATIVE SURFACE. DO NOT WALKON TRENCH BOTTOM.SCARIFY TRENCH BOTTOM ANDSIDEWALLS WITH A COARSE RAKE TOREMOVE SOIL SMEARING.3 OF 6PIPING DETAILSVARIES2"Ø SCH. 40 PVC MANIFOLDTOP VIEWLATERAL SECTIONQUICK 4 CHAMBERREVEGETATE IMMEDIATELYLOAM SOIL. MOUND 12" ABOVENATURAL GRADE.DO NOT MACHINE COMPACTFILTER FABRICOVER CHAMBERCIRCULAR VAVE BOXINSPECTION PORTTHREE PER LATERAL4"-6" PVC PIPECUT TO LENGTHQUICK 4 CHAMBERSCARIFY NATURAL SOIL INTERFACE.NO MACHINERY OR PERSONNEL ALLOWEDON INFILTRATIVE SURVACE.UNDISTURBED SOILSUSPEND LATERALIN CHAMBER2"Ø MANIFOLD2" TEE2" X 1 12" BUSHING1-1/2" UNIONVALTERRA GATE VALVEWITH FLOW CONTROLORIFICE1-1/2" UNIONGATE VALVE DOWN FORNORMAL OPERATION.UP FOR FLUSHING.LATERALS 2-6 ONLY4"-6" PVC EXTENSIONCIRCULAR VALVE BOXLID FLUSH WITH GROUNDSURFACE. ALL LATERALS2" TEE2" X 1 12 " BUSHING1'-6"3'-0"NATURAL GRADE LATERAL ELEVATION FLOW CONTROL ORIFICE DIAMETER #1 7919 NO ORIFICE #2 7917 1-1/16" #3 7915 7/8" #4 7914 13/16" #5 7912 3/4" #6 7910 11/16"COPYRIGHT © ELIMINITE INC 2021-2023DETAIL 1LATERAL FLUSHING ASSY.DETAIL 2LATERAL 1DETAIL 3LATERALS 2-6VALTERRA GATE VALVESEE ORIFICE TABLETHIS SHEET1 12 " UNION22.5° ELBOW45° ELBOWCIRCULAR VALVE BOXEXTEND AS NECESSARYPVC BALL VALVE NCLONG SWEEP1 12" LATERALVALTERRA VALVENO FLOW CONTROL ORIFICELATERAL 1INSTALL ELBOWS AS NECESSARY TO FIT THE SITECONDITONS. THE ELBOWS SHOWN WORK ONPAPER, IF FIELD CONDITIONS ARE DIFFERENT,CONTACT ENGINEER FOR ALTERNATE APPROVAL.1 12" TEE90° SWEEPTHREADEDADAPTERTHREADEDPLUGPVC EXTENSIONAS NECESSARY2" X 1 12" BUSHING THREADED PLUGTHREADED ADAPTERMANIFOLDCLEANOUT3X2 REDUCER1 12 " LATERAL11.5° ELBOW3"Ø SCH.40FORCEMAINNOTE: GATE VALVE ON LATERAL ONEIS UP FOR NORMAL OPERATION.GATE VALVES ON LATERALS 2-6 ARE DOWNFOR NORMAL OPERATION 122 SADDLE ROCKRED SKY RANCHWOLCOTT, COLORADO0FIRST ISSUE4/23/234/23/23ELIMINITE INC845 GLIDER LNBELGRADE, MONTANAPUMP CIRCUIT BREAKERSPROGRAMMABLE LOGIC CONTROLLERALARM HORNMOTOR CONTACTORSTRANSFER PUMPHAND-OFF-AUTOTOGGLE SWITCHRECIRCULATION PUMPHAND-OFF-AUTOTOGGLE SWITCHLEVEL FLOATCONNECTION BLOCKRECIRCULATION PUMPCURRENT SENSORPUMP INCOMINGPOWERCONTROL INCOMINGPOWER ELIMINITE CONTROLPANELThis control panel operates one recirculation pump and one transferpump. The recirculation pump is controlled with a timer and thetransfer pump is controlled with level floats. The control panel requirestwo separate feeds from the main service panel: 1) A 120 v, 15 A,single phase circuit for the controls.2) A 120 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) 581-1613VARIES4"Ø BUILDING SEWERINSTALL CLEANOUTSIN SEWER EVERY 50FT. OR AS REQUIREDBY EAGLE COUNTY.DOUBLE 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 PLACEMENTTYPICAL FOR ALL TANKS2" Ø SCH. 40 PVC DISCHARGE1"Ø ANOXIC RETURN LINEWATER-PROOF ELECTRICALJUNCTION BOX INSIDE RISER1530 GAL PRIMARY TANKELIMINITE 120 TREATMENT SYSTEMINSTALL SEAM CLIPSACCORDING TO MFGRINSTRUCTIONSDOUBLE CLEANOUTINSTALL ADDITIONALCLEANOUTS AT 50' INTERVALSIN BUILDING SEWERLIDS MUST BE SECURED WITH SS STEEL SCREWS. ALLSCREW HOLES MUST BE FITTED WITH A SCREW.AIR INTAKEBUILDINGSEWEREFFLUENT FILTERTHREADED CAPSANITARYTEECIRCULAR VALVE BOXFLUSH WITH SURFACES x F THREADSSILENCE/RESETSWITCHCIRCULAR VALVE BOXFLUSH WITH SURFACEDOSE TANKPOLYLOCK PL 22EFFLUENT FILTERMAXIMUM RISER HEIGHT 18"6" 17" 23" 25"HLATRANSFER ONTRANSFER OFFLLCTANK BOTTOMELIMINITE 120LEVEL FLOAT SETTINGS4 OF 6TREATMENTSYSTEMDETAILSCOPYRIGHT © ELIMINITE INC 2021-2023540 GAL PRIMARY TANK1060 GAL DOSE TANKINSTALL SAFETY SCREENS INALL RISERSTANK BEDDING AND BACKFILLACCORDING TO MFGR INSTRUCTIONSMAXIMUM BURY DEPTH: 18" 122 SADDLE ROCKRED SKY RANCHWOLCOTT, COLORADO0FIRST ISSUE4/23/234/23/23ELIMINITE INC845 GLIDER LNBELGRADE, MONTANAHLADF ONDF OFFTANK BOTTOMDOSE TANK LEVELFLOAT SETTINGSTYPICAL PIPE TRENCHPRESSURIZED DRAINFIELD INPUT DATAPRESSURIZED DRAINFIELD RESULTS TABLEPUMP/SYSTEM H-Q CURVEDRAINFIELD PUMP LEH102M2552 GAL. PRIMARY 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: 300 GAL.SJE CONTROL PANEL INCLUDES:NEMA 4X ENCLOSURECYCLE COUNTERETMVISUAL STROBE ALARMCIRCUIT BREAKERSAUDIBLE ALARMINDEPENDENT CONTROL AND PUMP CIRCUITSIFS SIMPLEX DOSE TANK CONTROL PANELMODEL NUMBER IFS21W124H17C1'-6"2'-2"2'-4"ELIMINITE(406) 581-16135 OF 6LATERAL 1EL 7919EL 7917LATERAL 2LATERAL 4LATERAL 3EL 7915EL 7912EL 7914LATERAL 53'-0"VARIES18"COPYRIGHT © ELIMINITE INC 2021-2023EL 7910LATERAL 6NOT TO SCALETRENCH PROFILE NTSHYDRAULICANALYSIS1060 GAL. DOSE TANK 122 SADDLE ROCKRED SKY RANCHWOLCOTT, COLORADO0FIRST ISSUE4/23/234/23/23ELIMINITE INC845 GLIDER LNBELGRADE, MONTANA6 OF 6IM-SERIESINSTALLATIONINSTRUCTIONSCOPYRIGHT © ELIMINITE INC 2021 HOLLAND CREEK METRO DISTRICT MUST BE ON-SITEDURING CONSTRUCTION TO VERY THE SOIL CONDITIONS.IF SOIL DIFFERS FROM PRESENTED PROFILES, CONTACTENGINEER IMMEDIATELY.EVANS RESIDENCEONSITE WASTEWATER TREATMENT SYSTEMELIMINITE INC.TJK@ELIMINITE.COM(406) 581-1613VARIES1 OF 6FIRST ISSUE 8-6-2021ONSITE WASTEWATER TREATMENT SYSTEM122 SADDLE ROCK, LOT 68RED 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.SOIL PITS WERE PROFILED AS PART OF A PROJECT-WIDE SITE EVALUATION CONDUCTED JUNE 1999THIS PLAN DESCRIBES AN ADVANCED ONSITE WASTEWATERTREATMENT SYSTEM PROPOSED TO SERVE A FIVE BEDROOMSINGLE FAMILY HOME.THE PURPOSE OF THE REVISION WAS TO LOCATE ONSITECOMPONENTS ENTIRELY WITHIN THE DEFINED BUILDINGENVELOPE.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: CLAY LOAMSOIL APPLICATION RATE (LTAR): 0.55 GAL/(DAY*FT2)REQUIRED SOIL INFILTRATIVE SURFACE AREA BEFORE SIZE ADJUSTMENTS: 1091 FT2REQUIRED LENGTH OF 3 FT WIDE TRENCH BEFORE ADJUSTMENTS: 364 FTADJUSTMENTS: PRESSURE DOSING 0.8.TOTAL TRENCH AREA PROVIDED IN THIS DESIGN: 873 FT2TOTAL LENGTH OF 3 FT WIDE TRENCH PROVIDED IN THIS DESIGN: 291 FTLOT 68 , 122 SADDLE ROCKRED SKY RD.NORMAN CLUBHOUSECOPYRIGHT © ELIMINITE INC 2021-2022REVISED LOCATION 3-21-20221 LA T E R A L 2 LAT E R A L 1 LA T E R A L 3 LA T E R A L 4 LA T E R A L 5 LA T E R A L 6 Lateral DataLateral No.Elevation ftLength ft1791949279174937915494791449579124967910496"Ø CIRCULAR VALVE BOX (TYPICAL)CLEANOUTCLEANOUT22 12 ° ELBOW4"Ø SCH 40 PVC6"Ø CIRCULAR VALVE BOX (TYPICAL)500 GAL DOSE TANKELIMINITE ADVANCED TREATMENT UNIT1500 GAL PRIMARY TANKLONG SWEEPSEE DETAIL 2 SHEET 32"Ø SCH 40 MAIN2"Ø SCH 40 MANIFOLDLENGTH VARIES1 12 IN Ø SCH 40 LATERALORIFICE DIAMETER: 316 INORIFICE SPACING: 5 FTLATERAL LENGTH 49 FTTYPICAL ALL LATERALSSEE DETAIL 1 SHEET 3INVERT OUT 7913INVERT IN 790718'-5"12'-7"8'-9"9'-11"9'-4"12'-6"BUILDING ENVELOPERESIDENCEBUILDING SEWERSEE DETAIL 3 SHEET 3INSPECTIONPORTS TYP.3 FT WIDE TRENCHES1.5 FT DEEPEVANS RESIDENCE122 SADDLE ROCKRED SKY RANCHWOLCOTT, COLORADOELIMINITE INC(406) 581-16130FIRST ISSUE8/6/211REVISED LOCATION3/21/222 OF 6SITE PLAN EVANS RESIDENCE122 SADDLE ROCKRED SKY RANCHWOLCOTT, COLORADO0FIRST ISSUE8/6/213/21/22ELIMINITE INC845 GLIDER LNBELGRADE, MONTANA1REVISED LOCATION3/21/221.5" LATERAL316" ORIFICE DIAMETER60" ORIFICE SPACINGTYPICAL ALL LATERALSDIMENSIONS 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 SYSTEMSOIL ABSORPTION SYSTEM MUST NOTBE INSTALLED IF SOIL MOISTUREGREATER THAN APPROXIMATELY 15%WATER BY VOLUME (PERMANENTWILTING POINT)KEEP PERSONNEL AND MACHINERYOFF ABSORPTION TRENCHINFILTRATIVE SURFACE. DO NOT WALKON TRENCH BOTTOM.SCARIFY TRENCH BOTTOM ANDSIDEWALLS WITH A COARSE RAKE TOREMOVE SOIL SMEARING.3 OF 6PIPING DETAILSVARIESELIMINITE(406) 581-16132"Ø SCH. 40 PVC MANIFOLDSIDE VIEWEND VIEWTOP VIEWLATERAL SECTIONQUICK 4 CHAMBERREVEGETATE IMMEDIATELYLOAM SOIL. MOUND 12" ABOVENATURAL GRADE.DO NOT MACHINE COMPACTFILTER FABRICOVER CHAMBERCIRCULAR VAVE BOXINSPECTION PORTTHREE PER LATERAL4"-6" PVC PIPECUT TO LENGTHQUICK 4 CHAMBERSCARIFY NATURAL SOIL INTERFACE.NO MACHINERY OR PERSONNEL ALLOWEDON INFILTRATIVE SURVACE.UNDISTURBED SOILSUSPEND LATERALIN CHAMBER2"Ø MANIFOLD2" TEE2" X 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 GROUNDSURFACE. ALL LATERALS2" TEE2" X 1-1/2" BUSHING2"Ø SCH 40 PVC MAIN1'-6"3'-0"NATURAL GRADELATERAL ELEVATION FLOW CONTROL ORIFICE DIAMETER 7919 NO ORIFICE 791713/16" 791511/16" 79145/8" 79129/16" 7910 1/2"COPYRIGHT © ELIMINITE INC 2021-2022DETAIL 1LATERAL FLUSHING ASSY.DETAIL 2LATERAL 1DETAIL 3LATERALS 2-6VALTERRA GATE VALVESEE ORIFICE TABLETHIS SHEET1 12 " UNION11.5° ELBOW22.5° ELBOW45° ELBOWCIRCULAR VALVE BOXEXTEND AS NECESSARYPVC BALL VALVE NCLONG SWEEP1 12" LATERALVALTERRA VALVENO FLOW CONTROL ORIFICELATERAL 1INSTALL ELBOWS AS NECESSARY TO FIT THE SITECONDITONS. THE ELBOWS SHOWN WORK ONPAPER, IF FIELD CONDITIONS ARE DIFFERENT,CONTACT ENGINEER FOR ALTERNATE APPROVAL.1 12" TEE90° SWEEPTHREADEDADAPTERTHREADEDPLUGPVC EXTENSIONAS NECESSARY2" X 1 12" BUSHING THREADED PLUGTHREADED ADAPTERMANIFOLDCLEANOUT EVANS RESIDENCE122 SADDLE ROCKRED SKY RANCHWOLCOTT, COLORADO0FIRST ISSUE8/6/213/21/22ELIMINITE INC845 GLIDER LNBELGRADE, MONTANA1REVISED LOCATION3/21/22PUMP 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) 581-1613VARIES4"Ø BUILDING SEWERINSTALL CLEANOUTSIN SEWER EVERY 50FT. OR AS REQUIREDBY EAGLE COUNTY.DOUBLE 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 PLACEMENT1-1/2" Ø SCH. 40 PVC DISCHARGECONNECT TO DOSE TANK(SHEET 4)1"Ø ANOXIC RETURN LINEWATER-PROOF ELECTRICALJUNCTION BOX INSIDE RISER1530 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 SURFACEDOSE TANKPOLYLOCK PL 22EFFLUENT FILTERMAXIMUM RISER HEIGHT 18"6" 17" 23" 25"HLATRANSFER ONTRANSFER OFFLLCTANK BOTTOMELIMINITE 120LEVEL FLOAT SETTINGS4 OF 6TREATMENTSYSTEMDETAILSCOPYRIGHT © ELIMINITE INC 2021 EVANS RESIDENCE122 SADDLE ROCKRED SKY RANCHWOLCOTT, COLORADO0FIRST ISSUE8/6/213/21/22ELIMINITE INC845 GLIDER LNBELGRADE, MONTANA1REVISED LOCATION3/21/22HLADF ONDF OFFTANK BOTTOMDOSE TANK LEVELFLOAT SETTINGSTYPICAL PIPE TRENCHPRESSURIZED DRAINFIELD INPUT DATAPRESSURIZED DRAINFIELD RESULTS TABLEPUMP/SYSTEM H-Q CURVEDRAINFIELD PUMP FL62M552 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: 300 GAL.SJE 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) 581-16135 OF 6LATERAL 1EL 7919EL 7917LATERAL 2LATERAL 4LATERAL 3EL 7915EL 7912EL 7914LATERAL 53'-0"VARIES18"COPYRIGHT © ELIMINITE INC 2021-2022EL 7910LATERAL 6NOT TO SCALETRENCH PROFILE NTSHYDRAULICANALYSIS EVANS RESIDENCE122 SADDLE ROCKRED SKY RANCHWOLCOTT, COLORADO0FIRST ISSUE8/6/213/21/22ELIMINITE INC845 GLIDER LNBELGRADE, MONTANA1REVISED LOCATION3/21/226 OF 6IM-SERIESINSTALLATIONINSTRUCTIONSCOPYRIGHT © ELIMINITE INC 2021 HOLLAND CREEK METRO DISTRICT MUST BE ON-SITEDURING CONSTRUCTION TO VERY THE SOIL CONDITIONS.IF SOIL DIFFERS FROM PRESENTED PROFILES, CONTACTENGINEER IMMEDIATELY.EVANS RESIDENCEONSITE WASTEWATER TREATMENT SYSTEMELIMINITE INC.TJK@ELIMINITE.COM(406) 581-1613VARIES1 OF 6FIRST ISSUE 8-6-2021ONSITE WASTEWATER TREATMENT SYSTEM122 SADDLE ROCK, LOT 68RED 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.SOIL PITS WERE PROFILED AS PART OF A PROJECT-WIDE SITE EVALUATION CONDUCTED JUNE 1999THIS 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: CLAY LOAMSOIL APPLICATION RATE (LTAR): 0.55 GAL/(DAY*FT2)REQUIRED SOIL INFILTRATIVE SURFACE AREA: 1091 FT2REQUIRED LENGTH OF 3 FT WIDE TRENCH BEFORE ADJUSTMENTS: 364 FTTOTAL TRENCH AREA PROVIDED IN THIS DESIGN: 1080 FT2TOTAL LENGTH OF 3 FT WIDE TRENCH PROVIDED IN THIS DESIGN: 360 FTLOT 68 , 122 SADDLE ROCKRED SKY RD.NORMAN CLUBHOUSECOPYRIGHT © ELIMINITE INC 2021 EVANS RESIDENCE122 SADDLE ROCKRED SKY RANCHWOLCOTT, COLORADO0FIRST ISSUE8/6/218/6/21ELIMINITE INC845 GLIDER LNBELGRADE, MONTANAELIMINITE(406) 581-16132 OF 5INVERT IN: 791572'-0"4"Ø SCH.40 PVCDOUBLE CLEANOUT (3 MIN.)1500 GAL. PRIMARYELIMINITE 120545 GAL. DOSE TANK2"Ø SCH. 40 PVC FORCE MAINLATERAL 1LATERAL 2LATERAL 3LATERAL 4LATERAL 5 10'-0"10'-0"COPYRIGHT © ELIMINITE INC 2021 EVANS RESIDENCE122 SADDLE ROCKRED SKY RANCHWOLCOTT, COLORADO0FIRST ISSUE8/6/218/6/21ELIMINITE INC845 GLIDER LNBELGRADE, MONTANAINSPECTION 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 SYSTEMSOIL ABSORPTION SYSTEM MUST NOTBE INSTALLED IF SOIL MOISTUREGREATER THAN APPROXIMATELY 15%WATER BY VOLUME (PERMANENTWILTING POINT)KEEP PERSONNEL AND MACHINERYOFF ABSORPTION TRENCHINFILTRATIVE SURFACE. DO NOT WALKON TRENCH BOTTOM.SCARIFY TRENCH BOTTOM ANDSIDEWALLS WITH A COARSE RAKE TOREMOVE SOIL SMEARING.3 OF 5VARIESELIMINITE(406) 581-16136" VALVE BOXFLUSH WITH FINISH GRADETWO AT EACH END.2"Ø SCH. 40 PVC MANIFOLDSIDE 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.1-1/2" 90° SWEEP1-1/2" THREADED PLUGS X F THREAD COUPLINGLATERAL4"-6" PVC EXTENSIONCIRCULAR VALVE BOXLID FLUSH WITH GROUNDSURFACE.2"Ø MANIFOLD2" 90° ELBOW2" 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 7925.5ELEV 7924.5ELEV 7922.5ELEV 7921.5ELEV 7920.5DISTRICT MAY SUBSTITUTE ONE LARGERVALVE BOX SUCH AS NDS PART NUMBER 113BC.1323332"Ø SCH 40 PVC MAIN2" TO 3" BUSHING1'-6"3'-0"NATURAL GRADELATERAL ELEVATION FLOW CONTROL ORIFICE DIAMETER 7925.5 NO ORIFICE 7924.51-7/32" 7922.529/32" 7921.513/16" 7920.5 3/4"COPYRIGHT © ELIMINITE INC 2021 EVANS RESIDENCE122 SADDLE ROCKRED SKY RANCHWOLCOTT, COLORADO0FIRST ISSUE8/6/218/6/21ELIMINITE INC845 GLIDER LNBELGRADE, MONTANAPUMP 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) 581-1613VARIES4"Ø BUILDING SEWERINSTALL CLEANOUTSIN SEWER EVERY 50FT. OR AS REQUIREDBY EAGLE COUNTY.DOUBLE 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 PLACEMENT1-1/2" Ø SCH. 40 PVC DISCHARGECONNECT TO DOSE TANK(SHEET 4)1"Ø ANOXIC RETURN LINEWATER-PROOF ELECTRICALJUNCTION BOX INSIDE RISER1530 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 SURFACEDOSE TANKPOLYLOCK PL 22EFFLUENT FILTERMAXIMUM RISER HEIGHT 18"6" 17" 23" 25"HLATRANSFER ONTRANSFER OFFLLCTANK BOTTOMELIMINITE 120LEVEL FLOAT SETTINGS4 OF 5COPYRIGHT © ELIMINITE INC 2021 EVANS RESIDENCE122 SADDLE ROCKRED SKY RANCHWOLCOTT, COLORADO0FIRST ISSUE8/6/218/6/21ELIMINITE INC845 GLIDER LNBELGRADE, MONTANAHLADF ONDF OFFTANK BOTTOMDOSE TANK LEVELFLOAT SETTINGSTYPICAL PIPE TRENCHPRESSURIZED DRAINFIELD INPUT DATAPRESSURIZED DRAINFIELD RESULTS TABLEPUMP/SYSTEM H-Q CURVEDRAINFIELD 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: 300 GAL.SJE 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) 581-16135 OF 5LATERAL 1ELEV 7925.5EL 7924.5LATERAL 2LATERAL 4LATERAL 3EL 7922.5EL 7920.5EL 7921.5LATERAL 53'-0"4'-6"1'-6"COPYRIGHT © ELIMINITE INC 2021 Pump Selection for a Pressurized System - Single Family Residence Project 122 Saddle Rock 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 1.50 67 40 1.50 None 15 0 40 1.50 5 59 40 1.50 1/8 2.5 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 0.43 120 52.1 5 1.5 8.2 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 8.1 9.7 0.0 0.0 0.2 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 7.1 0.0 31.2 38.3 gals gals gals gals Minimum Pump Requirements Design Flow Rate Total Dynamic Head 52.1 38.1 gpm feet 0 10 20 30 40 50 60 70 80 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: