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HomeMy WebLinkAboutEngineer's OWTS Design Plan+) y 129 CAINS LANE 7 CARBONDALE, CO 81 623 970.309.5259 CARLA.OSTBERG@GM AlL.COM tila'TIC7 C:O\SL'L'1`INC� March 5, 2026 Project No. C2027 Denise Clough i^62 I � �1 Dclou h50 icloud.com Subsurface Investigation and Onsite Wastewater Treatment System Design 3-Bedroom Residence + 1 Future Bedroom 606 Westbank Road Garfield County, Colorado Denise, CBO Inc. performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 1.07-acre property is located outside of Glenwood Springs, in an area where OWTSs are necessary. Legal Description: Section: 2 Township: 7 Range: 89 Subdivision: WESTBANK RANCH SUB. #2 Lot: 20 Parcel ID: 2395-021-02-020 SITE CONDITIONS The property is currently developed with a 3-bedroom residence. The residence is served by an existing OWTS. The system consists of a 1500-gallon, two -compartment Copeland Concrete septic tank followed by a soil treatment area (STA) of unknown size and configuration. Garfield County Individual Sewage Disposal System (ISDS) Permit 576 documents the system and received final approval on November 8, 1978. The permit describes a "Jet" Aeration tank, which is not consistent with our findings. We believe the septic tank was replaced. The STA was "suggested" to be a 10' x 10' x 12' deep seepage pit. It is unclear what was installed. There are approximately 5-feet of risers on the septic tank, and the outlet pipe is tucked under the lid of the septic tank. These conditions did not allow us to perform camera work. Camera work to locate the existing STA for proper abandonment is recommended once a machine is mobilized to the property for excavation. The residence is served potable water from a community water system. The water line enters the south side of the property off the subdivision road and will not come within 25-feet of any OWTS component. The proposed STA location slopes to the north. The proposed area is in the yard, but we did not encounter any irrigation. We were not provided with a site plan or survey. We used resources available to us, such as Google Earth and Garfield County GIS to create a site plan to the best our ability. We recommend the northern and western property boundaries be located to assure setbacks from property lines are achieved. There should be no traffic or staging of material over the future STA site to avoid compaction of soils prior to construction of the STA. Page 2 SUBSURFACE The subsurface was investigated on February 25, 2026 by digging two soil profile test pit excavations (Test Pits). A visual and tactile soil analysis was completed by Carla Ostberg at the time of excavation.' The materials encountered in Test Pit#1 consisted of dark brown topsoil to 18-inches, underlain by medium brown loam to 6.5-feet, underlain by sand and cobbles to a maximum depth explored of 7.0-feet. The materials encountered in Test Pit #2 consisted of dark brown topsoil to 1-foot, underlain by medium brown loam to 6.5-feet, underlain by sand and cobbles to a maximum depth explored of 7.0-feet. No bedrock or groundwater was encountered. A sample of the soil was taken from Test Pit #1 at 3-feet below grade. Soil structure grade was moderate. The soil formed a ball and a ribbon less than 1-inch in length before breaking. Soil structure shape was blocky and consistence was friable. Soil texture was both gritty and smooth. The soil is consistent with Soil Type 2, Loam, with moderate structure grade above 6.5-feet. Type R-0 soils are present below 6.5-feet. Installation of the STA will not be deeper than 2.5-feet to assure there is 4-feet of suitable soil below the infiltrative area before encountering the "limiting" layer. A long-term acceptance rate (LTAR) of 0.6 gallons per square foot will be used to design the STA. View of septic tank access ram,-�-'. View of yard area / possible' seepage pit location (arrow) ' Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page 3 Looking north from septic tanK Test Pit #1 sand and gravels begin approx. 6.5 to 7.0-feet W49V Test Pit #2 Ribbon less than 1-inch Sieved sample Page 4 DESIGN SPECIFICATIONS The existing septic tank will remain in use. The existing STA must be located and properly abandoned. Design Calculations: Average Design Flow = 75 GPD x 2 people/bedroom x 3 Bedrooms + 75 GPD (4t" Bedroom) = 525 GPD LTAR = 0.6 GPD/SF 525 GPD / 0.6 GPD/SF = 875 SF x 1.0 (pressure -dosed bed) x 0.7 (chambers) = 612.5 SF The OWTS design is based on 4-bedrooms. An average daily wastewater flow of 525 GPD will be used. For the purposes of this OWTS design, Benchmark Elevation has been established as 100' (elevation of the sewer line exiting the existing septic tank). There are 5-feet of risers on the existing septic tank. CBO Inc. should be notified of any discrepancies or problems with grade elevations of proposed components during installation of the OWTS. OWTS Component Minimum Elevation Pump Chamber (max burial 4' to top of tank) Approximate horizontal distance 31' / min. 1% fall / min. 3.75" fall Automatic Distributing Valve Approximate horizontal distance 5' / min. 1% rise / min. 0.625" rise Infiltrative Surface Approximate horizontal distance 41' to furthest bed/ min. 1 % fall to STA / min. 5.125" fall *Elevations are based upon standard OWTS installation practices. Component elevations may change during installation due to site conditions. Minimum grade refers to piping between components. The existing sewer line from the house to the septic tank will remain. A new double -sweep clean out must be installed before the septic tank. The existing 1500-gallon, two -compartment Copeland Concrete septic tank will also remain. A new sewer line will be installed to a new 500-gallon, single -compartment Infiltrator@ poly pump chamber with an Orenco(D Biotube Pump Vault and an Orenco@ PF3005 pump. The pump chamber burial may not exceed more than 4-feet to the top of the chamber. The floats should be set to dose approximately 71 gallons each pump cycle, allowing approximately 0.5 gallons of drain back. The control panel for the pump must be located within line of sight of the septic tank. An electrician will be responsible for wiring the pumping system and the contractor will be responsible for connecting the plumbing. This office should be contacted for start up of the system to verify its functioning and to perform a squirt test prior to use of the system. Pump Table Dose Range Dose Setting Float Separation Pump Criteria Max = 131.75 gal. (525 GPD x 25% + 0.5 gal drain back) 73 gallons/dose 500 gallon, single -compartment Infiltrator@ _poly pump chamber 28.6 gallons per minute (GPM) Min. 64.5 gal. (16 gal x 4) + 0.5 gal drain back 0.5 gallons drain back (5' / 1.5" diameter pump line) 5.5" on/off float separation 23.0 feet total dynamic head (TDH) Effluent will be pumped through a 1.5-inch diameter pump line from the pump chamber to an Orenco@ automatic distributing valve (ADV), model 6402. This pump line must have a minimum 1% grade for proper drain back into the tank after each pump cycle. The ADV must be placed at a high point in the system in an insulated riser with access from grade. Screened rock must be placed below the ADV to support the ADV and to assure the clear pipes exiting the ADV remain visible for future inspection and maintenance. Page 5 Effluent will be pressure dosed through 1.5-inch diameter pipes to two gravelless chamber beds, each with 2 rows of 13 'Quick 4' Plus Standard Low Profile Infiltrator® chambers, for a total of 52 chambers and 624 square feet of infiltrative area. Effluent will be pressure dosed to 1.5-inch diameter laterals, which must be hung with zip ties from the underside of the chambers. Laterals will have 5/32-inch diameter orifices facing up, with the exception of the first and last holes facing down for drainage. Orenco® Orifice Shields may be placed under each downward -facing orifice. The orifices must be placed 2.5-feet on center. Each lateral must end in a 90 degree ell facing up with a ball valve for flushing. The same size orifice should be drilled in the screw on caps of the flushing valves so a squirt test can be performed. Valves may be placed in a valve box, accessible from grade, for access. Inspection ports must be placed at the beginning and end of each trench. Ports may be cut to grade and covered with a valve box for access. The depth of the infiltrative area may not exceed 2.5-feet below native grade. A shallow installation is necessary to achieve a minimum 4-foot separation between the infiltrative area and the Type R-0 soils (limiting layer). COMPONENT SPECIFICATIONS The component manufacturers are typical of applications used by contractors and engineers in this area. CBO Inc. must approve alternative components prior to installation of the OWTS. Requests must be submitted, in writing, to our office for approval prior to installation. Component technical data sheets are available upon request. COMPONEP Pump Chamber Pump Biotube ProPak Pump MANUFACTURER MODEL NO. Infiltrator® II M-540-H H Orenco® Tank Risers and Lids I Orenco® PF300511 '/2 HP 120 Volt BPP30DD ADV I OrencoV ve4� ADV Riser and Lid I Orenco® ren ng Hssem ers InfiltratortR) uu COMMENTS 500-gallon, two - compartment poly pump .chamber with high head um vault, niter, Lontroi ranei (demand dose) Double -walled PVC Risers an Lids (24" diameter) 1.5" Inlet and Outlets Double -walled PVC Risers and Lids (30" diameter 1.5 inch diameter (16 total P450 or 90v long sweep on total] rs Construction must be according to the jurisdiction's adopted On -Site Wastewater Treatment System Regulations, the OWTS Permit, and this design. PERMIT APPLICATION INSTRUCTIONS An OWTS Permit Application must be submitted to Garfield County Environmental Health Department. htts://www, arfield-count .com/environmental-health/files cco/sites/161OWTS-A 4cation-Com Iete- Packet-Dec.-2019.pdf. If the OWTS Permit Application will be submitted with a Building Permit Application, it should be submitted directly to Garfield County Building Department. Page 6 All questions regarding permit submission can be directed to Garfield County Environmental Health Department, 970-945-6614 x8150. VALIDITY PERIOD OF DESIGN DOCUMENTS This design is valid for submission of an application for permitting for two (2) years from the date of the design packet or upon a change in the county OWTS Regulation that could impact compliance with code requirements. Continued use beyond this period or following a change in the regulation is not recommended without review and update of design documents. INSTALLATION CONTRACTOR CBO Inc. expects that the installer be experienced and qualified to perform the scope of work outlined in this design. The installer must review this design thoroughly and coordinate with our office in advance of installation. Any additional conditions in this design or county permit must be completed and documented prior to final approval of the OWTS installation. Communication between the installer and this office is expected throughout the installation. INSTALLATION OBSERVATIONS CBO Inc. must view the OWTS during construction. The OWTS observation should be performed before backfill, after placement of OWTS components. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. CBO Inc. should be notified 48 hours in advance to observe the installation. In an effort to improve the accuracy of the record drawing, we request that the installer provide a sketch of the installation, including path of the sewer lines, water line installation (if applicable), septic tank location, STA location, and measurements from building corners or another fixed objects on the property. This sketch is most easily provided on Sheet W2.0 of the OWTS Design Packet. Photographs of the installation and final cover are also requested to supplement our installation documentation. REVEGETATION REQUIREMENTS An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire disturbed area of the OWTS installation. A mixture of native grass seed that has good soil stabilizing characteristics (tout without taproots), provides a maximum transpiration rate, and competes well with successional species. No trees or shrubs, or any vegetation requiring regular irrigation shall be placed over the STA. Until vegetation is reestablished, erosion and sediment control measures shall be implemented and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation cover. OPERATION INFORMATION AND MAINTENANCE The property owner shall be responsible for the operation and maintenance of each OWTS servicing the property. The property owner is responsible for maintaining service contracts for manufactured units, alternating STAs, and any other components needing maintenance. Geo-fabrics or plastics should not be used over the STA. No heavy equipment, machinery, or materials should be placed on the backfilled STA. Machines with tracks (not wheels) should be used during construction of the STA for better weight distribution. Livestock should not graze on the STA. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWTS. For example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a STA. Page 7 If an effluent filter or screen has been installed in the OWTS, we recommend this filter or screen be cleaned annually, or as needed. If the OWTS consists of a pressurized pump system, we recommend the laterals be flushed annually, or as needed. The homeowner should pump the septic tank every two years, or as needed gauged by measurement of solids in the tank. Garbage disposal use should be minimized, and non -biodegradable materials should not be placed into the OWTS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS. Mechanical room drains should not discharge into the OWTS. The OWTS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, weep holes must be installed to allow pump lines to drain to minimize risk of freezing.. The pump shall have an audible and visual alarm notification in the event of excessively high- water conditions and shall be connected to a control breaker separate from the high-water alarm breaker and from any other control system circuits. The pump system shall have a switch so the pump can be manually operated. Excavation equipment must not drive in the excavation of the STA due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Backfill over the STA must be uniform and granular with no material greater than minus 3-inch. LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in this report, CBO Inc. should be notified. All OWTS construction must be according to the county regulations. Requirements not specified in this report must follow applicable county regulations. The contractor should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Licensing of Systems Contractors may be required by county regulation. Please call with questions. Sincerely, CBO Inc. Carla Ostberg, MPH, REHS h:-i;Rnr'IT1 RO. BOX 140 970,250.057 , ' k u ha�'i�T.cr��t:kt oarlaok.rcm� Reviewed By: 61140 Q' f� 4. �J(7fl/�' Kachayla Renee Schroeder, P.E. Colorado License No. 61440 Pump Selection for a Pressurized System - Single Family Residence Project 606 Westbank Road Parameters Discharge Assembly Size Transport Length Before Valve Transport Pipe Class Transport Line Size Distributing Valve Model Transport Length After Valve Transport Pipe Class Transport Pipe Size 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 Calculations 1.25 inches 5 feet 40 1.25 inches 6402 41 feet 40 1.50 inches 3 feet 3 feet 40 1.50 inches 4 52 feet 40 1.50 inches 5/32 inches 2.5 feet 5 feet None inches 0 feet Minimum Flow Rate per Orifice 0.68 gpm Number of Orifices per Zone 42 Total Flow Rate per Zone 28.6 gpm Number of Laterals per Zone 2 % Flow Differential 1 st/Last Orifice 2.2 % Transport Velocity Before Valve 6.2 fps Transport Velocity After Valve 4.5 fps Frictional Head Losses Loss through Discharge 5.7 feet Loss in Transport Before Valve 0.5 feet Loss through Valve 6.5 feet Loss in Transport after Valve 1.9 feet Loss in Manifold 0.0 feet Loss in Laterals 0.3 feet Loss through Flowmeter 0.0 feet 'Add -on' Friction Losses 0.0 feet Pipe Volumes Vol of Transport Line Before Valve 0.4 gals Vol of Transport Line After Valve 4.3 gals Vol of Manifold 0.3 gals Vol of Laterals per Zone 10.9 gals Total Vol Before Valve 0.4 gals Total Vol After Valve 15.7 gals ?quirements 28.6 gpm 10K, S) 23.0 feet %WJ Orenco S Y S T E M S KMI 250 m Y 12 r 10( 51 U0 5 10 15 20 25 30 35 40 Net Discharge (gpm) PumpData PF3005 High Head Effluent Pump 30 GPM, 1/2HP 115/230V 10 60Hz, 200V 30 60Hz PF3007 High Head Effluent Pump 30 GPM, 3/4HP 230V 10 60Hz, 200/460V 30 60Hz PF3010 High Head Effluent Pump 30 GPM, 1 HP 230V 10 60Hz, 200/460V 30 60Hz PF3015 High Head Effluent Pump 30 GPM, 1-1/2HP 230V 10 60Hz, 200/230/460V 30 60Hz Leye:iu System Curve: — Pump Curve: — Pump Optimal Range: Operating Point: 0 Design Point: � 00 m0;a Tti � z � m �Zz RS DOI U) mZC +� �► l o*� CO r o CD co :3 W :3 CY) m Jo m ch Z T. ti h CIn O Y x v Cn v r O OD vp c4rf , 4 • n = C . 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Ul o (� U nD-nG) rn yK C �m CO -' '� �W I I rn N In n • ti'• r' r • od "�75 �: F`=i ry, }, '' �� w,t!.[s'~^L. `• pia Jr Ar ham- �� - •!. _ .w / _fix. ..i'�.•'..' - y.. -�;i•a thy~• .���� P• :� {, fr`• +�. ' • 3 •! -GOP _ tit. •� r Owl fir. Ar � !� " .�i�•;�, � fit. � � ,� � ,` � �. � 4 ' �, III , dr V , / This does not constitute 00*a building or use permit. e. GARFIELD COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH 2014 Blake Avenue Glenwood Springs, Colorado 61601 PBW FSS WA11"Y?iD — RATS KNONK - FEB ONZY Phone (303) 945-7255 INDIVIDUAL SEWAGE DISPOSAL PERMIT JNu 576 Owner Dennis J. A'dson System Location ,J 2Q; Ft ling ?► Westbank Licensed Contractor " Conditional Construction approval is hereby granted for a 1-d¢Q gallon Septic Tank or 8 Aerated treatment unit. Absorption area (or dispersal areal computed as follows: Perc rate of one inch ink_ minutes requires a minimum of _125 - sq. ft. of absorption area per bedroom. Therefore the no. of bedrooms __ _ 1 x __ 123 sq. ft. minimum requirement = a total of 27 sq. ft. of absorption area. May we suggest Dwep Field lot squarer a 12, • deep. Date Jurir ld, 2978 _- _ Inspector+ �„ fl�� FINAL APPROVAL OF SYSTEM: VOU� �" No system shall be deemed to be in compliance with the Sewage Disposal Laws until the assembled system is approver to cover- ing any part. Septic Tank access for inspection and cleaning within 12" of ground surface or aerated access ports above ground w�rwMw.wT"r'��r•w surface. C2— Proper materials and assembly. Trade name of septic tank or aerated treatment unit, r _ Adequate absorption (or dispersal) area. Adequate compliance with permit requirements. �%�l Adequate compliance with County and State regulations/requirements. Other �+ Date Inspector RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE ' *CQNDITIONS: 1. All installation must comply with all requirements of the County Individual Sewage Disposal Regulations, adopted pursuant to au- thority granted in 66-44.4, CRS 1963, amended 66-3-14, CRS 1963. 2. This permit is valid only far connection to structures which have fully complied with County zoning and building requirements; Connection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a viols tion of a requirement of the permit and cause for both legal action and revocation of the permit. 1 3. Section 111, 3.24 requires any person who constructs, alters,pr installs an individual sewage disposal system in a manner which' volves a knowing and material variation from the terms or specifications dontained in the application of permit commits a Ci Petty Offense ($500.00 fine — 6 months in jail or both). ' Building Official — Permit White Copy Applicant — Green Copy Dept. — Pink Copy ------------------------------------ - d............ r.a.w----...—.uLAWwf-����w��a��aa��Fn.,s��a� Fees Paid INDIVIDUAL SEWAGE DISPOSAL.SYSTEMS APPLICATION Date NOTIFICATION OF PROPOSED DISCHARGE TO WATERS OF THE STATE' INDIVIDUAL HOME SEWAGE TREATMENT.SYSTEM- Owner: Mail Address: 77! City:..�.r,zip: /G? Phone::�f INFORMATION REGARDING PROJECT SUBMITTED FOR REVIEW Attach separate sheets or report showing, entire area with respect to surrounding areas, topography of area, habitable buildings, location of potable water wells, soil percola- tion test holes, soil profiles in test holes. 1. Location of facility: County Garfield City or Town Legal Description ��. : /, Lc•�r i.,k Lot Size / i¢-r.L _t 2. No. of Bedrooms 3 Septic Tank Capacity Aeration Unit Capacity j,pa�!_ 3. Source of Domestic Water: Public (name): .,.s-24 Private: Well Depth Other Depth to first ground water table 4. Is facility within boundaries of a city/town or sanitation district? 5. Distance to nearest sewer system: Have you attempted to arrange a connection with the system? If rejected, what was the reason? /KRate of absorption in test holes shown on the location map, in minutes per inch of . drop in water level after holes have been soaked for 24 hours: Name, address, and telephone of person who made soil absorption tests: X Name, address, and telephone of person responsible for design of the system: 9. Express permission is hereby granted for the inspection of the above property by any member of the Garfield County Environmental Health Department and/or such persons as they may designate. Any withdrawal 'of this permission shall be in writing and receipt acknowledged by the County Environmental Health Department. 10. I have been given an opportunity to read the Individual Disposal Systems Regulations of Garfield County and I hereby agree to comply with all terms, conditions and requirements included therein. � S' ate ignature of Applicant 5 (TO BE RETURNED TO HEALTH DEPT.) gPublic.netim Garfield County, CO Account Number R010057 Parcel Number 239502102020 Acres 1 Land SgFt 0 Tax Area 010 Mill Levy 76.1700 Date created: 2/3/2026 Last Data Uploaded: 2/3/2026 2:09:24AM Developed byj-: S C H N E I D E R GEOSPATIAL Overview _I Legend Parcels Roads Parcel/Account Numbers Owner Name Lakes & Rivers — County Boundary Line Physical Address 606 WESTBANK RD Total Actual Value $0 Last 2 Sales GLENWOODSPRINGS 81601 Date Price Owner Address PRINSTER,CAROLYN n/a $ 0606 WESTBANK ROAD n/a $ GLENWOOD SPRINGS CO 81601 2/3126, 8:02 AM gPublic - Garfield County, CO - Property Record Card: R010057 Garfield County, CO Summary Account Parcel Property Address Legal Description Acres Land SgFt Tax Area Mill Levy Subdivision View Mau Map R010057 239502102020 606 WESTBANK RD, GLENWOOD SPRINGS, CO 81601 Section:2 Township: 7 Range: 89 Subdivision: WESTBANK RANCH SUB. #2 Lot: 20 1.07 0 10 76.1700 W ESTBAN K RANCH SUB. #2 �t *� AAWJ"R6415,1^9.-4 } 218535423007 1v' fir' o t0 0058 k. `502.2a1• 'b a R0,1Q05T., 395021020201 ro 5 PRIN,TER,; CAR L'YN 2,39502102 19 r ki • ROWS+`' Owner PRINSTER, CAROLYN 0606 WESTBANK ROAD GLENWOOD SPRINGS CO 81601 Land Unit Type SINGLE FAM.RES: LAND -1112 (RESIDENTIAL PROPERTY) Square Feet 0 Acres 1.07 Buildings Building# Units Building Type Abstract Codes / (Property Type) Architectural Style Stories Frame Actual Year Built Basement Area Gross Living Area Total Heated SgFt Bedrooms Baths Heating Fuel Heating Type Air Conditioning Roof Type Roof Cover 1 1 SFR Si NGLE FAM RES-1MPROVEMTS-1212 (REST DENTIAL PROPERTY) 1-STRY/BSM 1 WOOD FRAME 1978 1,955 3,043 3,043 4 2.5 GAS HOT WATER NONE HIP ROOF ARCHITECTURAL SHINGLES https:llgpublic.schneidercorp.com/Application.aspx?AppID=1038&LayerlD=22381&PageTypelD=4&PagelD=9447&Q=774020334&KeyValue=RO10057# 1/3 2/3/26, 8:02 AM Actual Values Tax Year Actual Value Assessed Values Tax Year gPublic - Garfield County, CO - Property Record Card: R010057 2025 2024 2023 2022 2021 $1,231,370.00 $1,089.900.00 $1,089,900.00 $769,400.00 $769.400.00 2025 2024 2023 2022 2021 Non School Assessed Value $76,970.00 n/a n/a n/a n/a School Assessed Value $86,820.00 n/a n/a n/a n/a Pre 2025 Assessed Value n/a $73,030.00 $73,030.00 $53,470.00 $55,010.00 'House Bil 124E-1001 established a separate assessment rate for school district residential properties, effective for the 2025 tax year and beyond. click here for Assessor FAQs Mill Levies Tax Year 2025 2024 2023 2022 2021 Non School District Levy 34.715 n/a n/a n/a n/a School District Levy 41.455 n/a n/a n/a n/a Total Levy 76.17 74.423 72.518 81.025 79.78 Tax History Tax Year 2025 2024 2023 2022 2021 Taxes Billed $5,435.12 $5,296.00 $4,332.40 $4,388.68 CI is k here to view the tax info nna Lion I ur this p a rcel on I he Garfield Cou ntY Treasurer's ivabsttc Transfers 2/18/1983 Deeds 1/1/1900 Deeds 1/1/1900 Deeds Property Related Public Documents Click here to view Prouerty Related Public Documenzs Photos Sketches 0620-0759 $0 0527-0148 $0 0507-0831 $0 https://gpublic.schneidercorp.com/Application.aspx?ApplD=1038&LayerlD=22381&PageTypelD=4&PagelD=9447&Q=774020334&KeyValue=RO10057# 2/3 2/3/26, 8:02 AM gPublic - Garfield County, CO - Property Record Card: R010057 27' 38' zz• Sketch by Apex IV wmdvws- The Garfield CtiuntvAs. 's Of ,cp makft"�.,.ry erfart io:,roduc[ Lh.. mest accurate Contact Us Developed i)v information possihle. exprc s--d or implim .ire prtvi&d kir t.ha c.'. t here 1.'ts +5 SC H N E I D ER rseorinter prcaation,Dniiissubjecttoconslanich.,ngeand i_;accuracyZMrr complcr nCt, � GECIPAT1AL cmnot be gun r anteed. 1 user Pri�dCy lie , I aDPR PrrvacY N(i ire ❑aia lJ l 1ti: 213.202 .12:09:24AM https://gpublic.schneidercorp.ccm/Application.aspx?AppID=1038&LayerlD=22381&PageTypeID=4&PageID=9447&Q=774020334&KeyVaIue=R010057# 3/3 Item # IM-540-HH End View SEAM CLIP (TYPICAL) LIFTING STRi (IIF_%0 1 Il l=540 InfiltratorO Poly Tank with High Head Pump Wkffi Wr -- Wires -- Panel Section View`;, i g k Disconnect 1 valve 24" 1 61" 540 4.9'---` Length NOTE TANK EXTERIOR WIDTH IS 61. P *Service contracts avaitable for maintenance. Digging Specs Invert Dimensions 6' Long x 6' Wide Inlet I Outlet Length Width Height 47" below inlet invert 47" 61" 64.9" 61.7" 78.6" Wafer & rLD03Was mmur YPPYRIELLEY * systems • Praducbs AS 9 Inc. • service TANKTOP T_ GASKET CONTINUOUS TANK INTERIOR =1� SEAM CLIP ALIGNMENT DOWEL TANK BOTTOM HALF Mid -Height Seam Section ESI G NO 5 • Compliant with CSA and IAPMO Standards • Secondary safety screen available with PVC Riser ■ Delivered complete with internal piping • Maximum burial depth is 48" • Minimum burial depth is 6" • Tank is not rated for vehicular traffic loading • Exterior of manhole cover includes the following warning: "DANGER DO NOT ENTER: POISON GASES" Net Weight Capacity CrINFILTRATOR 552 gallons 369 Ibs septic tanks aR I MORA srne M (719) 395-6764 280Q5 Co' Rd 317 P.O. BOX90 Fax: (719) 395-3727 Buem Vskii' CO 81211 Webslte: WWw.valleypr X=tc0m Enudi: fnonfidask@valleyprlecasLoom Double Walled PVC Riser & Lid options Poly Lid (Static load tested to 5000 Ibs) • Skid resistance surface • Available in green • Highest level of UV Protection included • Includes a foam gasket for airtight and watertight applications • Includes square drive screws to discourage unauthorized entry • Insulation panels achieve R-10 insulation rating Double Walled PVC Riser 2" of Insulation n Standard Orenco ® DuraFiberTm Access Lids (FLD) Not recommended for vehicular traffic 24" and 30" Diameters • Solid, resin -infused fiberglass construction • 20,000-lb breaking strength • Standard green or brown colors • Available with or without urethane lid gasket • • • Available in 24" and 30" Diameter • Cut to length • Sold in +/- 2" increments • Must be cut between ribs Available with carbon filtration 4 stainless steel flathead socket cap screws & hex key wrench Insulated lids available - 2" or 4" water & Wastawatar ■ wems o VALLEY • Producfs V PRECAST, Inc. • Service (719) 395-6764 28005 Co. Rd' 317 P.O. Box925 Fax: (719) 395-3727 Bwm Vift 00 81211 Webske: www.valleyprecast.00m Emaall: f ntdesk@valleyprecasLcorn BiotubeO ProPak Pump Packager"" 60-Hz Series Pump Packages External splice box (Optional; internal splice box comes standard.) Float bracket r Support pipe '' r Pump vault Float stem Floats Float collar Vault inlet holes 4-in. (100-mm) — turbine effluent pump Biotube® filter cartridge Control panel Riser lid (not included) 0 4_ Riser (not included) Discharge assembly Pump liquid end Pump motor Biotube® ProPakTm pump package components. General Orenco's Biotube® ProPak'" is a complete, integrated pump package for filtering and pumping effluent from septic tanks. And its patented pump vault technology eliminates the need for separate dosing tanks. This document provides detailed information on the ProPak pump vault and filter, 4-in. (100-mm) 60-Hz turbine effluent pump, and control panel. For more information on other ProPak components, see the following Orenco technical documents: • Float Switch Assemblies (NSU-MF-MF-1) • Discharge Assemblies (NTD-HV-HV-1) ■ Splice Boxes (NTD-SB-S13-1) • External Splice Box (NTD-SB-S13-1) Applications The Biotube ProPak is designed to filter and pump effluent to either gravity or pressurized discharge points. It is intended for use in a septic tank (one- or two -compartment) and can also be used in a pump tank, The Biotube ProPak is designed to allow the effluent filter to be removed for cleaning without the need to remove the pump vault or pump, simpli- fying servicing. Complete packages are available for on -demand or timed dosing sys- tems with flow rates of 20, 30, and 50-gpm (1.3,1.8, and 3.2 Usec), as well as with 50 Hz and 60 Hz power supplies. Standard Models BPP20DD, BPP20DD-SX, BPP30TDA, BPP30TDD-SX, BEPP50TDA, BPP50TDD-SX Product Code Diagram BPP❑❑-❑ Ttandard options: Blank = 57.1m (1448-mull vault helght, inlerrrnl splice box, standard discharge as"bly 68 = 68-in. (1727-mm) vault height SX = exlernal splice box CW = cold weather discharge assembly DB = drainback discharge assembly Q = cam lock MFV = non -mercury float Control panel application: DO = demand -dosing TDA = timed -dosing, analog timer TOO = timed dosing, digital timer, elapsed time meter & counters Pump flow rate, nominal: 20 = 20 gpm (1.3 Usec) 30 = 30 gpm (1.9 Usec) 50 = 50 gpm (3.2 Usec) Biotubea ProPak-" pump vault Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-BPP-1 Rev.1.2, ® 08/14 Page 1 of 4 ProPakTM Pump Vault Biotube® Filter Cartridge Materials of Construction Materials of Construction Vault body Polyethylene Filter tubes Polyethylene Support pipes PVC Cartridge end plates Polyurethane Dimensions, in. (mm) Handle assembly PVC A - Overall vault height 57 (1448) or 68 (1727) Dimensions, in. (mm) B - Vault diameter 17.3 (439) A - Cartridge height 18 (457) C - Inlet hole height 19 (475) B - Cartridge width 12 (305) D - Inlet hole diameter (eight holes total) 2 (50) Performance E - Vault top to support pipe bracket base 3 (76) Biotube' mesh opening 0.125 in. (3 mm)* F - Vault bottom to filter cartridge base 4 (102) Total filter flow area 4.4 ft2 (0.4 m2) Total filter surface area 14.5 ft2 (1.35 m2) Maximum flow rate 140 gpm (8.8 Usec) `0 062-in- (1.6-mm) filler mesh available ......... .... ... . A C A E i B M-1 B ProPakTm pump vault (shown with Biotube filter and effluent pump) Biotube® filter cartridge (shown with float switch assembly) NTD-BPP-1 Orenco Systems® Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Rev.1.2, ® 08/14 Page 2of4 4-in. (100-mm) Turbine Effluent Pumps Pump Curves Orenco's 4-in, (100 mm) Turbine Effluent Pumps are constructed of Pump curves, such as those shown here, can help you determine lightweight, corrosion -resistant stainless steel and engineered plastics; the best pump for your system. Pump curves show the relationship all are field -serviceable and repairable with common tools. All 60-Hz between flow (gpm or Usec) and pressure (TDH), providing a graphical PF Series models are CSA certified to the U,S. and Canadian safety representation of a pump's performance range. Pumps perform best standards for effluent pumps, and meet UL requirements. at their nominal flow rate, measured in gpm or Usec, Power cords for Orenco's 4-in. (100-mm) turbine effluent pumps are T e SOOW 600-V motor cable (suitable far Class 1, Division 1 and 2 Flow in liters per second (Usec) Yp 0.63 1.26 1.89 2.52 3.15 3.79 4.42 applications), Materials of Construction 140 Discharge: Stainless steel or glass -filled polypropylene Discharge bearing: Engineered thermoplastic (PEEK) ra 120 Diffusers: Glass -filled PPO 100 Impellers: Acetal (20-, 30-gmp), Noryl (50-gpm) Intake screens: Polypropylene 80 Suction connection: Stainless steel = Drive shaft: 300 series stainless steel = 60 Coupling: Sintered 300 series stainless steel a Shell: 300 series stainless steel F= ao Lubricant: Deionized water and propylene glycol 20 Specifications Nom. flow, Length Weight Discharge Impellers gpm (Usec) in. (mm) lb (kg) in., nominal' 20(1.3) 22.5 (572) 26 (11) 1.25 4 30 (1.9) 21.3 (541) 25 (11) 1.25 3 50(3.2) 20.3 (516) 27 (12) 2.00 2 Performance Nom. flow, hp (kW) Design Rated Min liquid gpm (Usec) flow amps cycles/day level, in. (mm) z 20(1.3) 0.5 (0.37) 12.3 300 18 (457) 30(1.9) 0.5 (0.37) 11.8 300 20 (508) 50(3.2) 0.5 (0.37) 12.1 300 24 (610) Discharge is female NPT threaded, U.S. nominal size, to accommodate Orence discharge hose and valve assemblies. Consult your Orenco Distributor about fittings to connect discharge assemblies to metric -sized piping. 7 Minimum liquid level is for single pumps when installed in an Orenco Biotubell ProPakTAd Pump Vault. PF 200511 � i _ _ i I _ PF300511 1- I PF500511 I I — IJ i i 10 20 30 40 50 60 70 Flow in gallons per minute (gpm) 43 I: m 37 30 O 24 ft 18 a Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-BPP-1 Rev.1.2, ® 08f14 Page 3 of 4 Control Panel (Demand Dose) Orenco's ProPak'" demand dose control panels are specifically engineered for the ProPak pump package and are ideal for applications such as demand dosing from a septic tank into a conventional gravity drainfield. Materials of Construction Enclosure UV -resistant fiberglass, UL Type 4X Hinges Dimensions, in. (mm) Stainless steel A - Height 11.5 (290) B - Width 9.5(240) C - Depth 5.4(135) Specifications Panel ratings 120 V. 3/4 hp (0.56 k",14 A, single phase, 60 Hz 1. Motor -start contactor 16 FLA,1 hp (0.75 kW), 60 Hz; 2.5 million cycles at FLA (10 million at 50% of FLA) 2. Circuit 120 V, 10 A, OFF/ON switch, Single pole breakers 3. Toggle switch Single -pole, double -throw HOA switch, 20 A 4. Audio alarm 95 dB at 24 in. (600 min), warble -tone sound, UL Type 4X 5. Audio alarm 120 V, automatic reset, DIN rail mount silence relay 6. Visual alarm 7/8-in. (22-mm) diameter red lens, "Push -to -silence," 120 V LED, UL Type 4X Control panel, demand -dose Control Panel (Timed Dose) Orenco's ProPak timed dose control panels are specifically engineered for the ProPak pump package and are ideal for applications such as timed dosing from a septic tank into a pressurized drainfield or mound. Analog or digital timers are available. Materials of Construction Enclosure UV -resistant fiberglass, UL Type 4X Hinges Stainless steel Dimensions, in. (mm) A - Height 11.5 (290) B - Width 9.5(240) C - Depth 5.4(135) Specifications Panel ratings 120 V. 3/4 hp (0.56 kW), 14 A, single phase, 60 Hz Dual -mode Programmable for timed- or demand -dosing (digital timed -dosing panels only) 1 a. Analog timer (not shown) 120 V, repeat cycle from 0.05 seconds to 30 hours. Separate variable controls for OFF and ON time periods 1 b. Digital timer (shown below) 120-V programmable logic unit with built-in LCD screen and programming keys. Provides control functions and timing for panel operation 2. Motor -start contactor 16 FLA, 1 hp (0.75 kW), 60 Hz; 2.5 million cycles at FLA (10 million at 50% of FLA) 3. Circuit breakers 120 V, 10 A, OFF/ON switch. Single pole 120 V 4. Toggle Switch Single -pole, double -throw HOA switch, 20 A 5. Audio alarm 95 dB at 24 in. (600 mm), warble -tone sound, UL Type 4X 6. Visual alarm 7/8-in. (22-mm) diameter red lens, "Push -to -silence", 120 V LED, UL Type 4X Control panel, timed -dose (digital timer model shown) NTD-BPP-1 Orenco Systems® Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Rev. 1.2, 0 08/14 Page 4 of 4 PF Series 4-inch (100-mm) Submersible Effluent Pumps Applications Our 4-inch (100-mm) Submersible Effluent Pumps are designed to transport screened effluent (with low TSS counts) from septic tanks or separate dosing tanks. All our pumps are constructed of lightweight, corrosion -resistant stainless steel and engineered plastics; all are field - serviceable and repairable with common tools; and all 60-Hz PF Series models are CSA certified to the U.S. and Canadian safety standards for effluent pumps, meeting UL requirements. Orenco's Effluent Pumps are used in a variety of applications, including pressurized drainfields, packed bed filters, mounds, aerobic units, effluent irrigation, effluent sewers, wetlands, lagoons, and more. These pumps are designed to be used with a Siotube° pump vault or after a secondary treatment system. — Discharge Connection — Bypass Orifice Franklin Liquid End Suction Connection Franklin Super Stainless Motor �,► Powered by (lym Franklin Electric C US LR80980 LR2053896 Features/Specifications To specify this pump for your installation, require the following: • Minimum 24-hour run -dry capability with no deterioration in pump life or performance* • Patented 1/8-inch (3-mm) bypass orifice to ensure flow recirculation for motor cooling and to prevent air bind • Liquid end repair kits available for better long-term cost of ownership ■ TRI-SEALTM floating impeller design on 10, 15, 20, and 30 gpm (0.6, 1.0, 1.3, and 1.9 Usec) models; floating stack design on 50 and 75 gpm (3.2 and 4,7 Usec) models • Franklin Electric Super Stainless motor, rated for continuous use and frequent cycling ■ Type SOOW 600-V motor cable • Five-year warranty on pump or retrofit liquid end from date of manl-l- facture against defects in materials or workmanship Not applicable for 5-11p (3.73 kK9 models Standard Models See specifications chart, pages 2-3, for a list of standard pumps, For a complete list of available pumps, call Orenco. Product Code Diagram PF Tcord length. ft (m):' Blank = 10 (3) 20 = 20 (6) 30 = 30 (9) 50 = 50 (15) Voltage, nameplate- 1 = 115' 209 = 200 2 = 230' 4 = 460 Frequency: 1 = single-phase 60 Hz 3 = three-phase 60 Hz 5 = single-phase 50 Hz Horsepower "Ir 03 = ''A lip (0.25) 05 = '/2 hp (0.37) 07 = N hp (0.56) 10 = 1 hp (0.75) 15 = 1zlip (1,11) 20 = 2hp(1.50) 30 = 3 hp (2.24) 50 = 5 hp (3.73) Nominal flow, gpm (Usec): 10 = 10 (0.6) 15 = 15 (1.0) 20 = 20 (1.3) 30 = 30 (1.9) 50 = 50 (3.2) 75 = 75 (4.7) Pump, PF Series - Y2-hp (0.37kffl only 1220 volts for 50 Hz pumps 'Note: 20-foot cords are available only for single-phase pumps through 1-Y2 hp Orenco Systes® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NiD-0 09/11 m Rev. 22, ®09l14 Page 1 of 6 reTT Specifications, 60 Hz E m a CL o H� �+� c� =� Pump Model a `-°as E#9 rn #9 3 = ICL c� H E x d n E W . JS IM c)a Mn� E c °�� Cu 'a OF �E as 3 ' vi CD °�' PH 00511 10(0.61 0.50 (0.37) 1 115 120 12.7 12.7 6 1 Ya in. GFP 23.0 (660) 16 (406) 26 (12) 300 PH 00512 10(0.6) 0.50 (0.37) 1 230 240 6.3 6.3 6 1 Y4 in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF10053200 10(0.6) 0.50 (0.37) 3 200 208 3.8 3.8 6 1 Y4 in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF100712 4.5 10(0.6) 0.75 (0.56) 1 230 240 8.3 8.3 8 1 '/ in. GFP 25.9 (658) 17 (432) 30 (14) 300 PF10073200 4.5 10(0.6) 0.75 (0.56) 3 200 208 5.1 5.2 8 1 Y4 in. GFP 25.4 (645) 17 (432) 31 (14) 300 PH 01012 1-1 10(0.6) 1.00 (0.75) 1 230 240 9.6 9.6 9 1 Y4 in. GFP 27.9 (709) 18 (457) 33 (15) 100 PH0103200 5-5 10(0.6) 1.00 (0.75) 3 200 208 5.5 5.5 9 1 1/4 in. GFP 27.3 (693) 18 (457) 37 (17) 300 PF102012 1.1.7.1 10(0.6) 2.00 (1.49) 1 230 240 12.1 12.1 18 1 '/4 in. SS 39.5 (1003) 22 (559) 48 (22) 100 PF102032 5. s, s 10(0.6) 2.00 (1.49) 3 230 240 7.5 7.6 18 1 '/4 in. SS 37.9 (963) 20 (508) 44 (20) 300 PF10203200 5.5.8 10(0.6) 2.00 (1.49) 3 200 208 8.7 8.7 18 1 4A in. SS 37.9 (963) 20 (508) 44 (20) 300 PF150311 15(1.0) 0.33 (0.25) 1 115 120 8.7 8.8 3 1 Y4 in. GFP 19.5 (495) 15 (380) 23 (10) 300 PF150312 15(1.0) 0.33 (0.25) 1 230 240 4.4 4.5 3 1 Y4 in. GFP 19.5 (495) 15 (380) 23 (10) 300 PF200511 20(1.3) 0.50 (0.37) 1 115 120 12.3 12.5 4 1 Y4 in. GFP 22.3 (566) 18 (457) 25 (11) 300 PF200512 20(1.3) 0.50 (0.37) 1 230 240 6.4 6.5 4 1 Y4 in. GFP 22.5 (572) 18 (457) 26 (12) 300 PF20053200 20(1.3) 0.50 (0.37) 3 200 208 3.7 3.8 4 1 Y4 in. GFP 22.3 (566) 18 (457) 26 (12) 300 PF201012 4.5 20(1.3) 1.00 (0.75) 1 230 240 10.5 10.5 7 1 Y in. GFP 28.4 (721) 20 (508) 33 (15) 100 PF20103200 4, 5 20(1.3) 1.00 (0.75) 3 200 208 5.8 5.9 7 1 Y4 in. GFP 27.8 (706) 20 (508) 33 (15) 300 PF201512 4.5 20(1.3) 1.50 (1.11) 1 230 240 12.4 12.6 9 1 Y4 in. GFP 34.0 (864) 24 (610) 41 (19) 100 PF20153200 4.1 20(1.3) 1.50 (1.11) 3 200 208 7.1 7.2 9 1 Y4 in. GFP 30.7 (780) 20 (508) 35 (16) 300 PF300511 30(1.9) 0.50 (0.37) 1 115 120 11.8 11.8 3 1 Y4 in. GFP 21.3 (541) 20 (508) 28 (13) 300 PF300512 30(1.9) 0.50 (0.37) 1 230 240 6.2 6.2 3 1 Ya in. GFP 21.3 (541) 20 (508) 25 (11) 300 PF30053200 30(1.9) 0.50 (0.37) 3 200 208 3.6 3.6 3 1 Y4 in. GFP 21.3 (541) 20 (508) 25 (11) 300 PF300712 30(1.9) 0.75 (0.56) 1 230 240 8.5 8.5 5 1 Y4 in. GFP 24.8 (630) 21 (533) 29 (13) 300 PF30073200 30(1.9) 0.75 (0.56) 3 200 208 4.9 4.9 5 1 Y4 in. GFP 24.6 (625) 21 (533) 30 (14) 300 PF301012 4 30(1.9) 1.00 (0.75) 1 230 240 10.4 10.4 6 1 Y4 in. GFP 27.0 (686) 22 (559) 32 (15) 100 PF30103200 4 30(1.9) 1.00 (0.75) 3 200 208 5.8 5.8 6 1 Ya in. GFP 26.4 (671) 22 (559) 33 (15) 300 PF301512 4.5 30(1.9) 1.50 (1.11) 1 230 240 12.6 12.6 8 1 Y4 in. GFP 32.8 (833) 24 (610) 40 (18) 100 PF30153200 4.5 30(1.9) 1.50 (1.11) 3 200 208 6.9 6.9 8 1 Y4 in. GFP 29.8 (757) 22 (559) 34 (15) 300 PF301534 1.1 30(1.9) 1.50 (1.11) 3 460 480 2.8 2.8 8 1 Y4 in. GFP 29.5 (685) 22 (559) 34 (15) 300 PF302012 5.0.7 30(1.9) 2.00 (1.49) 1 230 240 11.0 11.0 10 1 Y4 in. SS 35.5 (902) 26 (660) 44 (20) 100 PF30203200 5.8 30(1.9) 2.00 (1.49) 3 200 208 9.3 9.3 10 1 Y4 in. SS 34.0 (864) 24 (610) 41 (19) 300 PF303012 5.6. 1.1 30(1.9) 3.00 (2.23) 1 230 240 16.8 16.8 14 1 Y4 in. SS 44.5 (1130) 33 (838) 54 (24) 100 PF303032 5,5.8 30(1.9) 3.00 (2.23) 3 230 240 10.0 10.1 14 1 Y4 in. SS 44.3 (1125) 27 (686) 52 (24) 300 PF305012 5.6.7.11 30(1.9) 5.00 (3.73) 1 230 240 25.6 25.8 23 1 Y4 in. SS 66.5 (1689) 53 (1346) 82 (37) 100 PF305032 5-5-8 30(1.9) 5.00 (3.73) 3 230 240 16.6 16.6 23 1 '/ in. SS 60.8 (1544) 48 (1219) 66 (30) 300 PF30503200 1,s,a 30(1.9) 5.00 (3.73) 3 200 208 18.7 18.7 23 1 '/4 in. SS 60.8 (1544) 48 (1219) 66 (30) 300 PF500511 PF500512 50(3.2) 50(3.2) 0.50 (0.37) 0.50 (0.37) 1 1 115 230 120 240 12.1 6.2 12.1 6.2 2 2 2 in. SS 2 in. SS 20.3 (516) 20.3 (516) 24 (610) 24 (610) 27 (12) 27 (12) 300 300 PF500532 50(3.2) 0.50 (0.37) 3 230 240 3.0 3.0 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF50053200 PF500534 PF500712 50(3.2) 50(3.2) 50(3.2) 0.50 (0.37) 0.50 (0.37) 0.75 (0.56) 3 3 1 200 460 230 208 480 240 3.7 1.5 8.5 3.7 1.5 8.5 2 2 3 2 in. SS 2 in. SS 2 in. SS 20.3 (516) 20.3 (516) 23.7 (602) 24 (610) 24 (610) 25 (635) 28 (13) 28 (13) 31 (14) 300 300 300 PF500732 PF50073200 NTD-PU-PF-1 Rev. 2.2, m 09/14 Page 2 of 6 50(3.2) 50(3.2) 0.75 (0.56) 3 230 240 3.9 3.9 3 2 in. SS 23.7 (602) 25 (635) 32 (15) 300 0.75 (0.56) 3 200 208 4.9 4.9 3 2 in. SS 23.1 (587) 26 (660) 32 (15) 300 Orenco Systems® Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 r www.orenco.com Specifications, 60 Hz (continued) Cn C C. cc y = C E lc 67 t E Cn •Q s O1 CJ CD sY cc a E za a E c.a W C. E y� C oR C JN C C Pump Model PF500734 50(3.2) 0.75 (0.56) 3 460 480 1.8 1.8 3 2 in. SS 34.8 (884) 25 (635) 31 (14) 300 PF501012 50(3.2) 1.00 (0.75) 1 230 240 10.1 10.1 4 2 in. SS 27.0 (686) 26 (660) 35 (16) 100 PF50103200 50(3.2) 1.00 (0.75) 3 200 208 5.7 5.7 4 2 in. SS 26.4 (671) 26 (660) 39 (18) 300 PF501034 50(3.2) 1.00 (0.75) 3 460 480 2.2 2.2 4 2 in. SS 26.4 (671) 26 (660) 39 (18) 300 PF5015124 50(3.2) 1.50 (1.11) 1 230 240 12.5 12.6 5 2 in. SS 32.5 (826) 30 (762) 41 (19) 100 PF501532004 50(3.2) 1.50 (1.11) 3 200 208 7.0 7.0 5 2 in. SS 29.3 (744) 26 (660) 35 (16) 300 PF503012 a, s, r, a 50(3.2) 3.00 (2.23) 1 230 240 17.7 17.7 8 2 in. SS 43.0 (1092) 37 (940) 55 (25) 100 PF50303200 4.5,8 50(3.2) 3.00 (2.23) 3 200 208 13.1 13.1 8 2 in. SS 43.4 (1102) 30 (762) 55 (25) 300 PF503034 a.s,a 50(3.2) 3.00 (2.23) 3 460 480 5.3 5.3 8 2 in. SS 40.0 (1016) 31 (787) 55 (25) 300 PF505012 5•e.r,e 50(3.2) 5.00 (3.73) 1 230 240 26.2 26.4 13 2 in. SS 65.4 (1661) 55 (1397) 64 (29) 300 PF505032 S,u.7,a 50(3.2) 5.00 (3.73) 3 230 240 16.5 16.5 13 2 in. SS 59.3 (1506) 49 (1245) 64 (29) 300 PF751012 75(4.7) 1.00 (0.75) 1 230 240 9.9 10.0 3 2 in. SS 27.0 (686) 27 (686) 34 (15) 100 PF751512 75(4.7) 1.50 (1.11) 1 230 240 12.1 12.3 4 2 in. SS 33.4 (848) 30 (762) 44 (20) 100 Specifications, 50 Hz Pump Model PF100552 10(0.6) 0.50 (0.37) 1 220 230 19 4.1 6 1 '/a in. GFP 23.0 (584) 17 (432) 26 (12) 300 PH 00752 4.5 10 (0.6) 0.75 (0.56) 1 220 230 6.2 6.2 9 1 '/a in. GFP 26.8 (658) 17 (432) 30 (14) 300 PH 01552 S, a 10(0.6) 1.50 (1.11) 1 220 230 10.5 11.4 18 1 '/4 in. SS 39.5 (1003) 22 (559) 46 (21) 300 PF300552 30(1.9) 0.50 (0.37) 1 220 230 4.1 4.1 4 1 '/a in. GFP 22.5 (572) 19 (483) 26 (12) 300 PF300752 30(1.9) 0.75 (0.56) 1 220 230 6.1 6.1 5 1 '/a in. GFP 24.8 (630) 19 (483) 29 (13) 300 PF301052 30(1.9) 1.00 (0.75) 1 220 230 7.4 7.4 7 1 '/4 in. GFP 28.4 (721) 20 (508) 32 (15) 100 PF301552 ° 5 30(1.9) 1.50 (1.11) 1 220 230 9.3 9.3 8 1 '/4 in. GFP 35.4 (899) 24 (610) 40 (18) 100 PF500552 50(3.2) 0.50 (0.37) 1 220 230 4.0 4.0 2 2 in. SS 20.3 (516) 25 (635) 29 (13) 300 PF500752 50(3.2) 0.75 (0.56) 1 220 230 6.3 6.4 3 2 in. SS 23.7 (602) 25 (635) 31 (14) 300 PF501052 50(3.2) 1.00 (0.75) 1 220 230 7.3 7.4 4 2 in. SS 27.0 (686) 26 (660) 35 (16) 100 PF501552 50(3.2) 1.50 (1.11) 1 220 230 9.1 9.1 5 2 in. SS 32.5 (826) 30 (762) 42 (19) 100 PF751052 75(3.2) 1.00 (0.75) 1 220 230 7.3 7.3 4 2 in. SS 30.0 (762) 27 (686) 34 (15) 100 I GFP = glass -filled polypropylene; SS = stainless steel. The 1 '4-in. NPF GFP discharge is 2 718 in. octagonal across flats; the I A -in. NPT SS discharge is 2 118 in. octagonal across flats; and the to orencol* discharge hose and valve assemblies. Consult your Orenco 2-in. NPT SS discharge is 2 718 in, hexagonal across flats. Discharge is female NPT threaded, U.S, nominal size, accommodate Distributor about fittings to connect hose and valve assemblies to metric -sized piping. 2 Minimum liquid level is for single pumps when installed in an Orenco Biotube® Pump Vault or Universal Flow Inducer. In other applications, minimum liquid level should be top of pump. Consult Orenco for more information. 3 Weight includes carton and 10-ft (3-m) cord. 4 High-pressure discharge assembly required. 5 Do not use cam -lack option (0) on discharge assembly. 6 Custom discharge assembly required for these pwnps. Contact Orenco. 7 Capacitor pack (sold separately or installed in a custom control panel) required for this pump. Contact Orenco. 8 Torque locks are available for all pumps, and are supplied with 3-hp and 5-hp pumps. Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com N7D-PU-PP-1 Rev. 2.2, 009/14 Page 3 of 6 Materials of Construction Discharge Glass -filled polypropylene or stainless steel Discharge bearing Engineered thermoplastic (PEEK) Diffusers Glass -filled PPO (Noryl GFN3) Impellers Celcon" acetal copolymer on 10-, 20, and 30-gpm models; 50-gpm impellers are Noryl GFN3 Intake screen Polypropylene Suction connection Stainless steel Drive shaft 7/16 inch hexagonal stainless steel, 300 series Coupling Sintered stainless steel, 300 series Shell Stainless steel, 300 series Motor Franklin motor exterior constructed of stainless steel. Motor filled with deionized water and propylene glycol for constant lubrication. Hermetically sealed motor housing ensures moisture -free windings. All thrust absorbed by Kingsbury -type thrust bearing. Rated for continuous duty. Single- phase motors and 200 and 230 V 3-phase motors equipped with surge arrestors for added security. Single-phase motors through 1.5 hp (1.11 k" have built-in thermal overload protection, which trips at 203-221° F (95-105° Q. Using a Pump Curve A pump curve helps you determine the best pump for your system. Pump curves show the relationship between flow (gpm or Usec) and pressure (total dynamic head, or TDH), providing a graphical representation of a pump's optimal performance range. Pumps perform best at their nominal flow rate — the value, measured in gpm, expressed by the first two numerals in an Orenco pump nomenclature. The graphs in this section show optimal pump operation ranges with a solid line. Flow flow rates outside of these ranges are shown with a dashed line. For the most accurate pump specification, use Orenco's PumpSelecf" software. Pump Curves, 60 Hz Models 80a 700 m = 60C 50C 'O 400 30( 20( w ti 10( PF1020 PF10 Series, 60 Hz, 0.5 - 2.0 hP € - i I IPF1010 PFt007 PF1005 - - — - PF1DOS -FC w/ 1/4" flow controller 0 2 4 6 8 10 12 14 16 Flow in gallons per minute (gpm) 160 140 as 120 0 100 b 80 60 40 2( 0 0 PF15 Series, 60 Hz, 0.3 hp PF1503 1 I a — — —� i 3 6 9 12 15 18 21 24 Flow in gallons per minute (gpm) NTO-PU-PF-1 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Rev. 2.2, ® 09/14 Page 4 of 6 60 Hz Models (continued) 400 350 ,C 300 250 200 150 100 1� 50 0- 0 450 400 m 350 C 300 250 200 15C a 10C 1+ 5C C i PF2015 PFY010 PF20 Series, 60 Hz, 0.5 -1.5 hp �— - - ._ v _, �. 5 10 15 20 25 30 35 40 Flow in gallons per minute (gpm) PF5i 050 PF50 Series, 60 Hz, 0.5 - 5.0 hp I I T — - - PF5u10 •... I .• - - - - - - -1 I 40 50 60 70 80 9 { 0 10 20 30 Flow in gallons per minute (gpm) 900 800 m e 700 600 500 as v 400 300 ;0 200 ; 100 0 0 100 90 a� 80 C 70 O 60 c� 50 40 ee �. � 30 *� 20 ti 10 0 0 PF3050 FWF3707 Series, 60 Hz, 0.5 - 5.0 hp i - PF3030 •.— - -- -- - 0 PF3010 ............ PF3007 .................. . � - j 5 10 15 20 25 30 35 40 45 Flow in gallons per minute (gpm) 10 20 30 40 50 60 70 80 90 100 Flow in gallons per minute (gpm) Orenco Systems® Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 •541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2, ® 09114 Page 5 of 6 Pump Curves, 50 Hz Models Flow in gallons per minute (gprn), nominal 1.6 32 4.8 6.3 7.9 E1.5 11 13 180 - PF10 Series, 50 Hz, 0.37 -1.11 kW PF101552 _ - -- - - - _ _-- - - 525 140 - 459 0 m o E �^ •C 120 - - -. 394 w •C 100 - - 328 C 80 PF10075$ 262 M 60 PFt00552 `_� - 1971 0 40 131 PF1005-FC �o 20 -' wl6mm flow --- - 66 controller a �I 00 0.1 02 0.3 0.4 0.5 0.6 0.7 0.8 0.9 Flow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 7.9 16 24 32 40 4% 63 45 ` 44 131 w c rn m 35 115 0 e 30 98 ti O 25 62 C w 20 66 E � e 15 49 � e c10 33 a 5 .16 00 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 Flow in liters per second (Usec) 120 y 100 as Q E 80 O m 60 _ 40 a 0 ~ 20 04 0 Flow in gallons per minute (gpm), nominal 6.3 13 19 25 32 i PF30 Series, 50 Hz, 0.37 -1.11 kW 0.4 0.8 12 1.6 2.0 Flow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 10 19 29 3B 48 57 67 76 86 30: 328 e 0 e 262 C i 197 f 66 89 m 79 0 e 69 59 O 49 a 39 G 30 m a. 20 -0 0.6 1.2 1.8 2.4 3.0 3.6 42 4.8 5A 6.0 Flow in liters per second (Llsec) F2 NTo-PU-PF-1 Orenco Systems® Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Rev. 2.2, ® 09/14 Page 6 of 6 This article may describe design criteria that was in effect at the time the article was written. FOR CURRENT DESIGN CRITERIA, call Orenco Systems, Inc. at 1-800-348-9843. Orenco Automatic Distributing asp Valve Assem i es Orenco Systems' Incorporated 1-800-348-9843 For Wastewater Effluent Systems Introduction Orenco's automatic distributing valve assemblies, pressurized with small high -head effluent pumps, are useful for distributing effluent to multiple zones. These zones can be segments of sand filter manifolds, drainfields, or other effluent distribution systems. Distributing valve assemblies can substantially simplify the design and installation of a distribution sys- tem and reduce installation costs. This is particularly true where a distributing valve assem- bly is used instead of multiple pumps and/or electrically operated valves. Additionally, a reduction in long term operation and maintenance costs is realized due to a reduced size and/or nuunber of pumps. More even distribution can be achieved on sloping sites by zoning laterals at equal elevations. This eliminates drainback to lower lines and the unequal distrib- ution of effluent that occurs at the beginning of a cycle. Valve Operation The valve itself has only a few moving parts, requires no electricity, and alternates automati- cally each cycle. Refer to Figure 1 for the following valve operation description. The flow of the incoming effluent forces the rubber flap disk 0 to seat against the valve bottom 0. The opening © in the rubber flap disk aligns with an opening in the valve bottom to allow flow to only one valve outlet. The stem 0 houses a stainless steel spring which pushes the rubber flap disk away from the valve bottom after the flow of effluent stops. The stem acts as a cam follower and rotates the rubber flap disk as the stem is raised and lowered through the cam 0. The force from the flow of effluent pushes the stem down through the cam and the stainless steel spring pushes the stem back up through the cam when the flow of effluent stops. Each linear motion of the stem allows the rubber flap disk to rotate half the distance necessary to reach the next outlet. When there is no flow, the rubber flap disk is in the "up" position and is not seated against the valve bottom. Figure 1: 6000 Series Valve NTP-VA-1 Rev.1.2, © 11/03 Orenco Systems', Inc. Page 1 of 6 Figure 2: Drence Distributing Valve Assembly (6000 Series Valve) The Distributing Valve Assembly The Orenco Automatic Distributing Valve Assembly combines the distributing valve itself and sever- al other components to give a complete preassembled unit that is easy to install, monitor, and main- tain. Figure 2 shows a complete assembly. Because distributing valves with several outlets can be difficult to line up and glue together in the field, the discharge lines in the assemblies are glued in place at Orenco. The unions (1) allow removal and maintenance of the valve. The clear PVC pipe sections (2) give a visual check of which discharge line is being pressurized. The inlet ball valve (3) allows a quick, simple method to test for proper valve cycling. The ball valve also stops the flow of effluent in case the pump is activated unexpectedly during maintenance or inspection. Check valves may be necessary on the discharge lines. Use of check valves is discussed in the valve positioning section. Valve Assembly Hydraulics Liquid flowing through the valve assembly must pass through fairly small openings and make several changes in direction. Because of this, headlosses through the valve assembly are fairly high. Table 1 gives the headloss equations for several different assemblies and Figure 3 shows the graphical repre- sentations of these equations. Orenco recommends that high -head turbine pumps be used to pressur- ize the valve assemblies to ensure enough head is available for proper system operation. High -head turbine pumps are also recommended because the use of a distributing valve usually requires more frequent pump cycling. The high -head turbine pumps are designed for high cycling systems and will outlast conventional effluent pumps by a factor of 10 or more in a high cycling mode. Furthermore, the high -head turbine pump intake is 12 inches or more above the bottom of the pump and tends to prevent any settled solids from being pumped into the distribution valve and obstructing its opera- tion. A minimum flow rate through the distributing valve is required to ensure proper seating of the rubber flap disk. Minimum flow rates for the various models are given in Table 1. NTP-VA-1 Rev.12, © 11/03 Orenco Systems®, Inc. Page 2 of 6 Table 1. Automatic Distributing Valve Assembly Headloss Equations Model Series E tr�fation O eratin Ran e m V4400A HL = 0.085 x Q 1.45 V4600A HL = 0.085 x Q1.58 10-40 10-25 V6400A HL = 0.0045 x Q2 + 3.5 x (1 - e 0.06Q) 15 - 70 V6600A HL = 0.0049 x Q2 + 5.5 x (1 - e 0.1 Q) 15 - 70 $ 35 ,Q 30 E 0ch 25 to L 20 0) M 0 15 ~ 10 rn 0 J 5 CO 0 0 = 0 5 10 15 20 25 30 35 40 45 50 55 60 65 (0 Flow (gpm) Figure 3: Automatic distributing valve assembly headloss curves The Pumping System Although the distributing valve was designed for the irrigation industry, it has started to gain fairly wide acceptance in the effluent pumping industry. However, because of the mechanical movements of the valve, it is necessary to take steps to prevent solids from reaching the distributing valve that may impede the operation of the valve. Orenco Biotube® Pump Vaults — when properly sized and installed — provide the necessary protection to prevent valve malfunction. The Biotube® pump vault accepts effluent only from the clear zone between a tank's scum and sludge layers and then filters this effluent through a very large surface area screen cartridge. Without this protection in effluent systems, the valve has very little chance of reliable long-term operation. NTP-VA-1 Rev.1.2, ©11/03 Orenco Systems', Inc. Page 3 of 6 Valve Positioning The physical position of the valve in relation to the puunp and the discharge point is very important for proper valve operation. The most reliable operation occurs when the valve is placed at the high point in the system and as close to the pump as possible. The transport line between the pump and valve should be kept full if possible. If the line is empty at the beginning of each cycle, pockets of air during filling can cause random rotation of the valve. The valve is particularly vulnerable to this erratic rotation with empty lines that are long and not laid at a constant grade. An ideal valve loca- tion is shown in Figure 4. If the final discharge point is more than about 2 feet above the valve and the system does not drain back into the dosing tank, check valves should be installed on the lines immediately following the valve and a pressure release hole or line should be installed just prior to the valve. This pressure release hole or line can go into a return line to the dosing tank or to a "minidrainfreld" near the valve. In order for the valve to rotate reliably, no more than about 2 feet of head should remain against the valve to allow the rubber flap disk to return to its up position. In many cases, it may take from one minute to several minutes for the pressure in the valve to be lowered enough for proper rotation to occur. Special care should be taken when installing systems controlled by programmable timers to ensure cycling does not occur too rapidly. Figure 5 illustrates a valve assembly using check valves. Pumping downhill to the valve should be avoided imless the transport line is very short and the ele- vation between the discharge line out of the tank and the valve is less than about 2 feet. If the valve is located many feet below the dosing tank, random cycling may occur while the transport line drains through the valve at the end of the cycle. A pressure sustaining valve located just before the distrib- uting valve may overcome this problem in some instances. Transport Line Dosing Tank Figure 4: Ideal valve location Distributing Valve Assembly Discharge Laterals NTP-VA-1 Rev.1.2, ©11/03 Orenco Systems®, Inc. Page 4 of 6 System Startup Refer to the Hydrotek Valve booklet that is provided with the distributing valve assembly for the sequencing of the valve outlets. The transport line should always be flushed with clean water before installing the valve. Any sand, gravel, or other foreign objects that may have been in the pipe during installation can easily become lodged in the distributing valve, causing malfunction. With the pump running, alternately close and open the ball valve on the distributing valve assembly to check proper rotation of the valve. (Note: If check valves are used on the lines after the distribut- ing valve, the pump may need to be turned on and off to allow the pressure to be released from the valve.) If visual operation of which zone is operating is not possible, watch the clear pipe on each line for indication of which zone is operating. Figure 5: Valve assembly below final discharge point Maintenance Annually check for proper operation by following procedures listed in the Hydrotek Valve booklet and system startup procedures listed above. Troubleshooting 1. PROBLEM: Valve does not change or cycle to next zone or outlet CAUSE: The stem and disk assembly is not rotating when water flow is turned off and then back on. SOLUTION 1: Ensure that there is no debris inside the cam. Clean and carefully reinstall the cam. SOLUTION 2: If fewer than the maximum number of outlets are being used, check the installation of the cam. Ensure that the stem and disk assembly is not being held down by an improperly installed cam. Refer to the cam replacement instructions. NTP-VA-1 Rev.12, © 11/03 Orenco Systems', Inc. Page 5 of 6 SOLUTION 3: Remove the valve top and check for proper movement of stem and disk assembly. Check for and remove any debris or foreign objects that may jam or retard the movement of the disk. SOLUTION 4: Check for freedom of movement of stem and disk assembly up and down over the center pin in bottom of valve. Scale deposits may build up on the pin and hold stem and disk assembly down. Clean pin and again check for freedom of movement. SOLUTION 5: Be sure that all operating outlets are not capped and that the flow to operating zones is not restricted in any manner. This would cause pressure to build up in the valve and lock the stem and disk assembly in the down position. SOLUTION 6: The backflow of water from uphill lines may be preventing the valve from cycling properly. This can happen when the valve is placed too far below an elevated line. If the valve cannot be placed close to the high point of the system, a check valve should be installed near the valve in the outlet line that runs uphill from the valve and a drain line installed just prior to the valve to relieve the pressure. 2. PROBLEM: Water comes out of all the valve outlets CAUSE: Stem and disk assembly not seating properly on valve outlet. SOLUTION 1: Check for sufficient water flow. A minimum flow rate is required to properly seat the disk as shown in Table 1. SOLUTION 2: Remove the valve top and check the inside walls to ensure that nothing is interfering with the up and down movement of the stein and disk assembly inside the valve. SOLUTION 3: Make sure that the operating outlets are not capped and that the flow to the operat- ing zones are not restricted in any manner. 3. PROBLEM: Valve skips outlets or zones CAUSE: Pumping into an empty transport line — especially downhill — may cause the valve to skip outlets from pockets of air allowing the rubber flap disk to raise during a cycle. SOLUTION 1: Keep the transport line full. SOLUTION 2: If the line must remain empty between cycles, use a larger diameter transport line laid at a constant grade to prevent air pockets from forming. CAUSE: The stem and disk assembly is being advanced past the desired outlet. SOLUTION 1: Ensure that the correct cam for the desired number of zones is installed and that the outlet lines are installed to the correct outlet ports of the valve as indicated by the zone numbers on the top of the cam. NTP-VA-1 Rev.1.2, ©11/03 Orenco Systems', Inc. Page 6 of 6 Distributing Valves Applications Automatic Distributing Valve Assemblies are used to pressurize muitiple zone distribution systems including textile filters, sand filters and drainfields. C14 Side View Bottom View Specifications Materials of Construction Submittal Data Sheet General Orenco Systems' Incorporated 1-800-348-9843 Orenco's Automatic Distributing Valve Assemblies are mechanically operated and sequentially redirect the pump's flow to multiple zones or cells In a distribution field. Vaive actuation is accomplished by a combination of pressure and flow. Automatic Distributing Valve Assemblies allow the use of smaller horsepower pumps on large sand filters and drainfleids. For example, a large community drainfield requiring 300 gpm can use a six -line Valve Assembly to reduce the pump flow rate requirement to only 50 gpm. ❑renco only warrants Automatic Distributing Valves when used in conjunction with High -Head Effluent Pumps with Biotube' Pump Vaults to provide pressure and flaw requirements, and to prevent debris from fouling valve operation. An inlet ball valve and a section of clear pipe and union for each outlet are provided for a complete assembly that is easy to maintain and monitor. Ideal valve location is at the high point in the system. Refer to Automatic Distributing Valve Assemblies (NTP-VA-1) for more information. Standard Models V4402A, V4403A, V4404A, V4605A, V4606A, V6402A, V6403A, V6404A,V6605A, V6606A. Nomenclature V 00 OD A Indicates assembly Number of active outlets Model series: 44 = 4400 series (2-4 outlets) 46 = 4600 series (5-6 outlets) 64 = 6400 series (2-4 outlets) 66 = 6600 series (5-6 outlets) Distributing valve All Fittings: Sch. 40 PVC per ASTM specification Unions: Sch. 80 PVC per ASTM specification Ball Valve: Sch. 40 PVC per ASTM specification Clear Pipe: Sch. 40 PVC per ASTM specification V4XXX Distributing Valves: High -strength noncorrosive ABS polymer and stainless steel VWX Distributing Valves: High -strength noncorrosive ABS polymer, stainless steel, and die cast metal NSU-SF-VA-1 Rev. 3.0, © 4/03 Page 1 of 2 Distributing Valves (continued) a 30 E con N a z 20 0 15 F— y 10 0 J cc 5 as = 0 0 5 10 000 V6600A V6400A 15 20 25 30 35 40 Flow (gpm) 45 50 55 60 65 70 Model Inlet Size (in.) Outlets Size (in.) Flow range ( m) Max Head (k) Min. Enclosure V4402A 1.25 1.25 10 - 40 170 VB1217 V4403A 1.25 1.25 10 - 40 170 VB1217 V4404A 1.25 1.25 10 - 40 170 VB1217 V4605A 1.25 1.25 10-25 170 RR2418 V4606A 1.25 1.25 10-25 170 RR2418 V6402A 1.5 1.5 15 -100 345 RR2418 V6403A 1.5 1.5 15 -100 345 RR2418 V6404A 1.5 1.5 15 -100 345 RR2418 V6605A 1.5 1.5 15 -100 345 RR2418 V6606A 1.5 1.5 15 -100 345 RR2418 NSU-SF-VA-1 Rev. 3.0. © 4/03 Page 2 of 2 The Quick4° Plus i N F i LT RATO RO Standard Low Profile (LP) Chamber water technologies The Quick4 Plus Standard Low Profile (LP) offers maximum strength through its four center structural columns. This chamber can be installed in a 36-inch-wide trench. It is shorter in height than Infiltrator's other Standard model chambers, allowing for shallower installation. Like the original line of Quick4 chambers, it offers advanced contouring capability with its Contour Swivel ConnectionTM, which permits turns up to 150, right or left. The Quick4 Plus All -in -One 8 and Quick4 Plus Endcaps provide increased flexibility in system design and configurations. Maximum Strength Size 34"W x 53"L x 8"H (864 mm x 1346 mm x 203 mm) Effective Length 48" (1219 mm) Louver Height 6.3" (160 mm) Storage Capacity 32 gal (121 L) Invert Height 3.3" (84 mm), 9.6" (244 mm) Qui Sta Chamber Benefits: • Low profile design makes this chamber ideal for shallow applications • Reduces imported fill needed for cap and fill systems • Four center structural columns offer superior strength • Advanced contouring connections • Latching mechanism allows for quick installation • Four -foot chamber lengths are easy to handle and install • Supports wheel loads of 16,000 Ibs/axle with 12" of cover Quick4 Plus ' r ._ All -in -One T� Periscope Benefits: • Allows for raised invert installations • 1800 directional inletting • 12" raised invert is ideal for serial applications 8 Endcap Benefits: • May be used at the end of chamber row for an inlet/outlet or can be installed mid -trench • Mid -trench connection feature allows center feed inletting of chamber rows • Center -feed connection allows for easy installation of serial distribution systems • Variable pipe connection options allow for side, end or top inletting • Piping drill points are set for gravity or pressure pipe ftk Quick4 Plus Endcap Benefits: ft • Simple, flat design • Allows installation of a pipe from the end only • Piping drill points are set for gravity or pressure pipe Certified by the International Association of Plumbing and Mechanical Officials (IAPMO) (AP 10) APPROVED in �� ' Quick4 Plus Standard Low Profile Chamber 8" 34" Quick4 Plus All -in -One 8 Endcap 8„ 18 3.3" INVERT Quick4 Plus All -in -One Periscope INVERT 9.6" N F I LT R AT O RO water technologies 10.4" EFFECTIVE LENGTH" When installed between 2 chambers. 13.3" EFFECTIVE LENGTH' ��— When installed at the end of a trench. 4 Business Park Road P.O. Box 768 Old Saybrook, CT 06475 860-577-7600 • Fax 860-577-7001 1-800.221-4435 www.infiltratorwater.com 48" (EFFECTIVE LENGTH) Quick4 Plus Endcap Imo-- 4.5" I EFFECTIVE LENGTH* I 3.3" INVERT INFILTRATOR WATER TECHNOLOGIES, LLC ('INFILTRATOR") Infiltrator Water Technologies, LLC STANDARD LIMITED Drainfield WARRANTY (a) The structural Integrity of each chamber, endcap, EZflow expanded polystyrene and/or other accessary manufactured by Infiltrator CUnits"), when Installed and operated in a [eachfield of an onsile septic system in accordance with infIllrator's Instructions, is warranted to the original purchaser ('liolder'l against detective materials and workmanship for one year (torn the date that the septic permit is Issued for the septic system containing the Units; provided, however, that if a septic permit is not required by applicable law, the warranty period will begin upon the date that installation of the septic system commences. To exercise its warranty rights. Bolder must notify Infiltrator in writing at its Corporate Headquarters in Old Saybrook, Connecticut within fifteen (15) days of the alleged defect. Infiltrator will supply replacement Units for Units determined by Infiltrator to be covered by this Limited Warranty. Infiltrators liability spedlically excludes the cost of removal and/or installation of the Units. (b) THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH (a) ARE EXCLUSIVE. THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE UNITS. INCLUDING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE (c) This Limited Warranty shall be void if any part of the chamber system is manufactured by any- one other than Infiltrator. The limited Warranty does not extend to incidental, consequential, spe- cial or indirect damages. Infiltrator shall not be llable for penalties or Fiquidsted damages, inclurfing loss of production and profits, labor and materials, overhead costs, or other losses or expenses incurred by the Holder or any third party. Specifically excluded from limited Warranty coverage are damage to the Units due to ordinary wear and tear, alteration. accident, misuse, abuse or neglect of the Units; the Units being sut7)ected to vehicle traffic or other conditions which are not permitted by the insta[lation instructions; failure to maintain the minimum ground covers set forth in the installation instructions; the placement of improper materials into the system containing the Units; failure of the Units or the septic system due 10 improper siting or improper sizing, excessive water usage, improper grease disposal, or improper operation; or any other event not caused by Infiltrator. This Limited Warranty shall be void if the Holder falls to comply with all of the terms set forth in this Umlled Warranty. Further, In no event shall Infiltrator be responsible for any loss or damage to the Holder, the Units, or any third party resulting from installation or shipment, or from any product liability claims of Holder Dr any third party. For this Limited Warranty To apply, the Units must be installed In accordance with all site conditions required by state and local codes; all other applicable laws; and Infiltrator's installation instructions. (d) No representative of Infiltrator has the authority to change or extend this Limited Warranty. No warranty applies to any party other than the original Holder. The above represents The Standard Limited Warranty offered by Infiltrator. A limited number of slates and counlies have different war- ranty requirements. Any purchaser of Units should contact Infiltratoes Corporate Headquarters in Old Saybrook, Connecticut, prior to such purchase, to obtain a copy of The applicable warranty, and should carefully read that warranty prior to the purchase of Units. U.S. Patents: 4,759,661; 5,017,041; 5,156,488; 5,336,017; 5,401,116; 5,401,459; 5,511,903; 5,716,163; 5,588,778; 5,839,844 Canadian Patents: 1,329,959; 2,004,564 Other patents pending. Infiltrator, Equalizer, Quick4, and SideWinder are registered trademarks of Infiltrator Water Technologies. Infiltrator is a registered trademark in France. Infiltrator Water Technologies is a registered trademark in Mexico. Contour, Microl-eaching, PolyTuff, ChamberSpacer, MultiPort, PosiLock, QuickCut, QuickPlay, SnapLock and StraightLock are trademarks of Infiltrator Water Technologies. PolyLok is a trademark of PolyLok, Inc. TUF-TITE is a registered trademark of TUF-TITE, INC. Ultra -Rib is a trademark of IPEX Inc. PLUS01 0816 © 2016 Infiltrator Water Technologies, LLC. All rights reserved. Printed in U.S.A. intact Infiltrator Water Technologies' Technical Services Department for assistance at 1-51JIL Quick4° Plus Standard Low Profile Chambers - i116 QIIICk4 Pressure Distribution Systems Installation Instructions s1T10W Before You Begin Quick4 Plus Standard Low Profile (LP) Chambers can only be installed according to state and/or local regulations. Soil and site conditions must be approved prior to installation. Conduct a thorough site evaluation to determine proper sizing and siting of the system before installation. Materials and Equipment Needed ❑ Quick4 Plus Standard LP Chambers ❑ Quick4 Plus All -in -One or Q4 Plus Endcaps ❑ PVC Pipe and Couplings ❑ Backhoe ❑ Laser, Transit or Level ❑ Tape measure ❑ Shovel and Rake ❑ Utility Knife ❑ 1 1/4-inch Drywall Screws" ❑ Screw Gun" ❑ Small Valve -cover Box" ❑ 4-inch Cap Inspection Port Optional These guidelines for construction machinery must be followed during installation: ❑ Avoid direct contact with chambers when using construction equipment. Chambers require a 12-inch minimum of compacted cover to support a wheel load rating of 16,000 Ibs/axle or equivalent to an H-10. AASHTO load rating. ❑ Only drive across the trenches when necessary. Never drive wheeled machinery over chambers. ❑ Avoid stones larger than 3 inches in diameter in backfill. Remove stones this size or larger that are in contact with chambers. Installing the Chambers and End Caps 1. To allow pressure laterals to drain after each dose, drill a hole in the bottom of the pipe at the end of the pressure line. Place the snap -off splash plate or a paving block at the bottom of the trench to protect the infiltrative surface from erosion. 1" PRESSURE LATERAL (TYP.) 2" PRESSURE LATERAL (TYP.) �:� 1" OR 2" TRENCH BOTTOM PIPE PLACEMENT 2. With a hole saw, drill out the appropriate diameter hole to accommodate the pressure lat- eral pipe. 3. Insert the pressure lateral pipe into the end cap's drilled opening and slide it into the manifold pipe. Glue the pressure lateral pipe to the manifold pipe. Drill pressure pipe hole. 4. With the pressure lateral pipe through the end cap, place the back edge of the end cap over the inlet end of the first chamber. Be sure to line up the locking pins on the top of both the chamber and end cap. Note: Health departments may require a wet -run pressure check to be done prior to chamber installation when the pipe is lay- ing on the ground. Check with your local health department for the proper procedure. 5. (Method A) Secure the pres- sure lateral pipe to the top of the first chamber with a plastic pipe strap at the outlet end of the unit. Slide the strap up through a slot in the chamber top, down through the other slot, and cinch the two ends around the pipe. 6. (Method B) With the holes pointing up, stabilize the pressure lateral pipe on the ground to prevent it from moving. Place end cap over inlet end. T r ' a: Secure pressure pipe. 7. Lift and place the next chamber onto the previous one at a 45-degree angle. Line up the chamber end between the connector hook and locking pin at the top of the first chamber. Lower it to the ground to engage the interlocks. 8. (Method A) Secure the lateral pipe to the top of the next chamber once in place. Follow the same method in Step 5. 9. Continue interlocking chambers and securing the pipe until the trench is completed. 10. Before attaching the final end cap, it may be necessary to remove the tongue of the connector hook on the last chamber with a pair of pliers depending on your pipe diameter. 11. Insert the pressure lateral pipe through the hole in the final end cap and slide the end cap toward the last chamber. Lift the end cap over the modified con- nector hook and push straight down to secure it to the chamber. Note: If cleanout extensions are required, use a hole saw to cut a hole in the top of the Quick4 Plus All -in -One Endcap so the pressure lateral pipe with an elbow can extend to the ground surface. For cleanout access, use the "Installing Optional Inspection Ports" section in the general installation instructions. 12. If installing multiple rows of chambers, follow Steps 1-9 to lay the next row of chambers parallel to the first. Keep a minimum separation distance between each row of chambers as required by local code. Lateral pipe through end cap. Failure to comply with these Installation Instructions may Invalidate the warranty. Contact Infiltrator Svstems' Technical Services Department for assistance at 800-221-4436. Advantages of Method A Advantage of Method B • Pipe and orifice placed closer to the chamber dome offer improved distribution. • Pipe positioned at the top of the chamber places it well above effluent. • Plastic pipe hanger easily secures pipe in place. ALL WEATHER PLASTIC PIPE STRAP WITH 120 POUNDS TENSILE STRENGTH AT EVERY CHAMBER CONNECTION PRESSURE PIPE WITH HOLES AT 12 O'CLOCK (MAY BE INSTALLED ON QUICK4 PLUS STANDARD LP CHAMBER • Pipe resting on the trench bottom allows easy installation and maintenance. • Stabilizing "T's" keep pipe level. • System promotes efficient pressure checks. • Pipe resting on the trench bottom allows easier inspections if monitoring ports are installed. PRESSURE PIPE WITH HOLES AT 12 O'CLOCK STABILIZE OR "T" EVERY 10' TO (MAY BE INSTALLED ON %%%PREVENT PIPE ROTATION AND EITHER SIDE) / MAINTAIN PROPER PIPE POSITION I QUICK4 PLUS rSTANOARD LP CHAMBER Infiltrator Systems, Inc. Limited Warranty (a) The structural integrity of each chamber, end cap and other accessory manufactured by Infiltrator ("Units"), when installed and operated in a leachfield of an onsite septic system in accordance with Infiltrator's instructions, is warranted to the original purchaser ("Holder") against defective materials and workmanship for one year from the date that the septic permit is issued for the septic system containing the Units; provided, however, that if a septic permit is not required by applicable law, the warranty perod will begin upon the date that installation of the septic system commences. To exercise its warranty rights, Holder must notify Infiltrator in writing at its Corporate Headquarters in Old Saybrook, Connecticut within fifteen (15) days of the alleged defect. Infiltrator will supply replacement Units for Units determined by Infiltrator to be covered by this Limited Warranty. Infiltrator's liability specifically excludes the cost of removal and/or installation of the Units. (b) THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH (a) ARE EXCLUSIVE. THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE UNITS, INCLUDING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. (c) This Limited Warranty shall be void if any part of the chamber system is manufactured by anyone other than Infiltrator. The Limited Warranty does not extend to inciden- tal, consequential, special or indirect damages. Infiltrator shall not be liable for penalties or liquidated damages, including loss of production and profits, labor and materials, overhead costs, or other losses or expenses incurred by the Holder or any third party. Specifically excluded from Limited Warranty coverage are damage to the Units due to ordinary wear and tear, alteration, accident, misuse, abuse or neglect of the Units; the Units being subjected to vehicle traffic or other conditions which are not permitted by the installation instructions; failure to maintain the minimum ground covers set forth in the installation instructions; the placement of improper materials into the system containing the Units; failure of the Units or the septic system due to improper siting or improper sizing, excessive water usage, improper grease disposal, or improp- er operation; or any other event not caused by Infiltrator. This Limited Warranty shall be void if the Holder fails to comply with all of the terms set forth in this Limited Warranty. Further, in no event shall Infiltrator be responsible for any loss or damage to the Holder, the Units, or any third party resulting from installation or shipment, or from any product liability claims of Holder or any third party. For this Limited Warranty to apply, the Units must be installed in accordance with all site conditions required by State and local codes; all other applicable laws; and Infiltrator's installation instructions. (d) No representative of Infiltrator has the authority to change or extend this Limited Warranty. No warranty applies to any party other than the original Holder. The above represents the standard Limited Warranty offered by Infiltrator. A limited number of States and counties have different warranty requirements. Any purchaser of Units should contact Infiltrator's Corporate Headquarters in Old Saybrook, Connecticut, prior to such purchase, to obtain a copy of the applicable warranty, and should carefully read that warranty prior to the purchase of Units. V�;;_ — Distributed By: INFILTRATOR® systems inc. 6 Business Park Road • P.O. Box 768 Old Saybrook, CT 06475 860-577-7000 9 FAX 860-577-7001 1-800-221-4436 www.infiltratorsystems.com U.S. Patents: d,759,661; 5,017,041; 5.156,4Ea- 5.336.017:501,118: 5.401,459; 5,511,953, 5,716.163; 5,5W.778; 5,839,844 Canadian Patents: 1,329,959; 2,004.564 Other patents pending. Infiltrator, Equal'¢er, and Qulcte4 are rugislered trademarks of Inrilrator *Iems Inc. InfiNaW is a req;stored Irt3emark in France. Infiltrator Systems Inc. is a regislered trademark in Mexico. PLU5030709AG-0 0 2008 Infiltrator SysWfts Irw. AA fights reserved. Printed in U.SA. Applications OrencoO Orifice Shields are used in a pressurized distribution system to protect the orifices from backfill debris that might cause orifice blockage. Orifice shield installed on lateral pipe, standard configuration Shield Orifice Cutaway view, standard configuration Orifice Shield Cutaway view, cold weather configuration General Orenco Orifice Shields snap -fit onto laterals. They may be placed on top of or beneath a lateral, depending on the location of the orifice. Orifice shields are covered by method -of -use patent # 5,360,556. Standard Models OS075, OS100, OS125, OS150, OS200 Product Code Diagram os U Lateral pipe size, nominal: 075 = 0.75 in. (20 mm) 100 = 1.00 in. (25 mm) 125 = 1.25In. (32 mm) 150 = 1.50In. (40 mm) 200 = 2.00 in. (50 mm) Orifice shield Material of Construction PVC per ASTM D-1784 Physical Specifications Model Shield O.D. in. (mm) Lateral pipe O.D. in. (mm) OS075 3.5(89) 1.05 (27) OS100 3.5(89) 1.315 (33) OS125 3.5 (89) 1.66 (42) OS150 4.5(114) 1.90 (48) OS200 4.5(114) 2.375 (60) Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-SF-OS-1 Rev.1.1, ® 09/14 Page 1 of 1 It K# Orenco° Flushing Assemblies Flushin Assemblies OrencoO flushing assemblies provide easy access for lateral maintenance. Flushing assembly kits include a PVC sweep with ball valve and a polyethylene valve box enclosure. Orenco° flushing assemblies are available in the following sizes: ■ 1" diameter 1.25" diameter O 1.5" diameter 6 2" diameter Valve Boxes Drencoa valve boxes are used to provide access to flushing assemblies. Constructed of polyethylene. Valve Box, 7-in. diameter round enclosure Note: Kits include VB7 valve box enclosure. Water & 28005 County Road 317 (719) 395-6764 P.O. Box 925 VALLEY Wastewater • Systems Fax: (719) 395-3727 Buena Vista, CO 81211 •Products Website: http://valleyprecast.com/ PRECAST, inc. • Service Email: frontdesk@vaIleyprecast.com