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HomeMy WebLinkAboutOWTS Design Report 08.12.2019ALL SERVICE 33 Four Wheel Drive Rd Carbondale, CO 81623 970-309-5259 August 12, 2019 Project No. C1460 Emily Keilmeyer Emilykeilmeyer@_gmail.com Subsurface Investigation and Onsite Wastewater Treatment System Design 4 -Bedroom Residence 187 CR 259 Garfield County, Colorado Emily, ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The property is located outside of Silt, in an area where OWTSs and wells are necessary. Legal Description: Section: 33 Township: 5 Range: 92 NESESE, ANTLERS ORCHARD TR 49 Parcel ID: 2127-334-00-123 SITE CONDITIONS A 5 -bedroom, single-family residence presently exists and is utilizing an existing OWTS. The residence will be remodeled, and the remodel will result in 4 total bedrooms. There is a desire to upgrade the existing OWTS. The existing OWTSs will be abandoned. The residence is served by a private well located north of the residence. The well is located greater than 50 -feet from the proposed septic tank and greater than 100 -feet from the proposed STA. The proposed soil treatment area (STA) location has less than five percent slope to the west. The area is covered with native grasses. SUBSURFACE The subsurface was investigated on July 25, 2019 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 the Test Pit #1 consisted of light brown silty clay loam to a maximum depth explored of 7.0 -feet. No bedrock or groundwater was encountered. The materials encountered in the Test Pit #2 were consistent with those encountered in Test Pit #1. The Test Pit was excavated to a maximum depth explored of 7.0 -feet. No bedrock or groundwater was encountered. A tactile analysis of the soils was taken from Test Pit #1 at 3 -feet below grade. Soil structure grade was ' Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page 2 moderate to weak. The soil formed a ball and a ribbon 1 to 2 -inches in length before breaking. Soil structure shape was blocky and consistence was friable to firm (more firm in Test Pit #2 where the soils were more dry). Soil texture was more smooth than gritty. STA sizing is based on Soil Type 3A, Silty Clay Loam with weak structure grade. A long term acceptance rate (LTAR) of 0.3 gallons per square foot will be used to design the OWTS. backfill Sidewall with moderate to weak structure grade Sieved sample Page 3 t Test Pit #2 backfill DESIGN SPECIFICATIONS The existing septic tank will be pumped and removed or crushed and the void filled with onsite soils. The existing STAs will be abandoned in place. Design Calculations Average Design Flow = 75 GPD x 2 people/bedroom x 3 Bedrooms + 75 GPD (4th bedroom) = 525 GPD LTAR = 0.3 GPD/SF 525 GPD / 0.3 GPD/SF x 0.8 (pressure dosed trenches) x 0.7 (chambers) = 980 SF The new 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 existing sewer lines as they enter the septic tank. ALL SERVICE septic, LLC should be notified of any discrepancies or problems with grade elevations of proposed components during installation of the OWTS. Page 4 OWTS Component Minimum Elevation Primary Tank Inlet Invert Automatic Distributing Valve Infiltrative Surface 100' (existing sewer line elevations must be maintained with minimum 2% fall to new septic tank) Min. 101' Min. 100' There are two sewer lines exiting the residence. These sewer lines should be explored and if found to be cast iron or in poor condition, they must be replaced with 4 -inch diameter SDR -35. There must be a double -sweep clean out installed on each sewer line and a minimum 2% grade to the septic tank. The two sewer lines should be connected with a wye fitting prior to the septic tank. The installation must include a 1500 -gallon, two-compartment concrete Valley Precast septic tank with an Orenco® ProPak pumping system and PF3005 pump in the second compartment of the septic tank. The floats must be set to dose approximately 50 gallons each pump cycle, allowing for approximately 4 gallons of drain back into the pump chamber after each pump cycle. Risers must be installed on the septic tank to bring access to grade. Handle extensions on both the effluent filter and float tree must be installed if the riser height exceeds 1 -foot. The control panel must be located within line of sight of the septic tank. We recommend Valley Precast out of Buena Vista perform start up on the pumping system. A 1.5 -inch diameter Schedule 40 pump line must be installed from the pump to an Orenco® automatic distributing valve (ADV), model 6606. 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 and be placed 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 existing the ADV remain visible for future inspection and maintenance. Effluent will be pressure dosed through 1.5 -inch diameter pipes to six trenches, each with 14 `Quick 4' Low Profile Infiltrator® chambers, for a total of 84 chambers and 1008 square feet of infiltrative area. There must be at least 4 -feet of undisturbed soil between each trench. 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 3 -feet on center. Each lateral must end in a 90 degree ell facing up with a ball valve for flushing. 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 component manufacturers are typical of applications used by contractors and engineers in this area. Alternatives may be considered or recommended by contacting our office. Construction must be according to Garfield County On -Site Wastewater Treatment System Regulations, the OWTS Permit provided by Garfield County Building Department, and this design. INSTALLATION CONTRACTOR ALL SERVICE septic, LLC 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. Page 5 INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC 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. ALL SERVICE septic, LLC 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 (but without taproots), provides a maximum transpiration rate, and competes well with successional species. No trees or shrubs, or any vegetation requiring regular irritation 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 backfilled STAs. 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. 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 Page 6 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 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 report, ALL SERVICE septic, LLC 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, ALL SERVICE septic, LLC (!coLiii ta Dviu)1/4„8 Carla Ostberg, MPH, REHS Reviewed By: Pump Selection for a Pressurized System - Single Family Residence Project C1460 / 187 CR 259 Parameters Discharge Assembly Size 1.25 inches Transport Length Before Valve 40 feet Transport Pipe Class 40 Transport Line Size 1,50 inches Distributing Valve Model 6606 Transport Length After Valve 45 feel Transport Pipe Class 40 Transport Pipe Size 1,50 Inches Max Elevation Lift 4 feel Manifold Length 0 feet Manifold Pipe Class 40 Manifold Pipe Size 1.50 inches Number of Laterals per Cell 6 Lateral Length 56 feel Lateral Pipe Class 40 Lateral Pipe Size 1 50 inches Orifice Size 5/32 inches Orifice Spacing 3 feel Residual Head 5 feel Flow Meter None Inches 'Add-on' Friction Losses 0 feet Calculations Minimum Flow Rate per Orifice 0.68 gpm Number of Orifices per Zone 19 Total Flow Rate per Zone 12.9 gpm Number of Laterals per Zone 1 Flow Differential lst/Last Orifice 2.0 Transport Velocity Before Valve 2.0 fps Transport Velocity After Valve 2.0 Ips Frictional Head Losses Loss through Discharge 1.2 feet Loss in Transport Before Valve 0 4 feet Loss through Valve 4 8 feet Loss in Transport after Valve 0 5 feet Loss in Manifold 0 0 feet Loss in Laterals 0 2 feet Loss through Flowmeter 0 0 feet 'Add-on' Friction Losses 0 0 feet Pipe Volumes Vol of Transport Line Before Valve 4 2 gals Vol of Transport Line After Valve 4 8 gals Vol of Manifold 0 0 gals Vol of Laterals per Zone 5 9 gals Total Vol Before Valve 4 2 gals Total Vol After Valve 10 7 gals Minimum Pump Requirements Design Flow Rate 12 9 gpm Total Dynamic Head 16 1 feet 11110 Orenco imosummium.-. 01 i fl s Teta! Dynafnre Head, TDH gFeeij 300 250 200 150 100 50 • 0t PumpData 10 15 20 25 Net Discharge (gpm) 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, 1HP 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 30 35 System Curve: PumE_Curve: Pump Optimala,aange: OperatiGoint: 40 MIN. 10' TO PRO ERTY L E SITE PLAN 1- = 50'-0" — -x� x Centerline Irrigation Ditch x X No. 5 Rebar Aluminum Cap LS No. 10732 CMP CMP Norton Residence 187 CR 259 Garfield County, Colorado Project Number: C1460 Date: 08/12/19 Designed by: CBO Reviewed by: RHP Drawn by: DD W1.0 Sheet 1 OF 4 JMP LINE v- 0 0 4" DIAM SDR -35 SEWER PIPE WITH CLEANOUT MIN 2% FALL TO TANK. REPLACE IF FOUND TO "r _ BE CAST IRON OR IN POOR CONDITION. 1.5" DIAM SCH-40 PUMP PIPE . (MIN. 1% DRAINBACK). • t ,?<� .: M1 • ADV MODEL 6606 AT HIGH POINT, 7,-- ACCESSIBLE AT GRADE ti • ,T o T 0 T 38' INSPECTION PORT AT BEGINNING AND END OF EACH TRENCH PROPOSED OWT r DRIVEWAY i Irrigation Box \_5.83r Norton Residence 187 CR 259 Garfield County, Colorado Project Number: C1460 Date: 08/12/19 Designed by: CBO Reviewed by: RHP Drawn by: DD W2.0 Sheet 2 OF 4 PIPES PLACED IN TOP PORT OF CHAMBER END PLATES 3 LINES TO OTHER TRENCH (6 TOTAL) 3 PVC SUSPENDED LATERAL ORIFICES AT 3' O.0 FACING I LAST ORIFICES FACE DOWN ICE SHIELD FOR DRAINAGE ER N \DE TREADED 3LY 30" DIAMETER PVC RISER (INSULATED) 4+ rnax L LIMIT OF EXCAVATION t711 LAX71 VrtPLU SOIL SUSPEND LATERALS WITH ZIP -TIES TO UNDERSIDE OF CHAMBERS 4' min V CHAMBER TRENCH SECTION WIT /*WALE FROM EFFLUENT PUMPJNG SYSTEM AUTOMATIC DISTRIBUTING VALVE ASSEMBLY 1.5" DIA SCH-40 PVC INLET AND OUTLETS 1' 8" min GRAVELLESS 'QUICK -4' LOW PROFILE CHAMBER (4' x 3') SCARIFY SURFACE AUTOMATIC DISTRI�B NG VALVE DETAIL NoT FINAL GRADE -I I=IEJLI I� I1 [-11. - I I I 1111111 1 -11 L -it 4" DIA SDR -35 SEWER LINE TO TANK TO HOUSE Q CLEAN OUT DETAIL NOT TO SCALE 10" DIA VALVE BOX WITH SECURED LID 1.5" PVC SLIP X MALE PIPE THREAD ADAPTOR W/CAP 1.5" DIA BALL VALVE 1.5" DIA SCH-40 PVC LONG SWEEP 90° ELBOW CHAMBER END CAP 1.5" DIA SCH-40 PVC SUSPENDED LATERAL O FLUSHING VALVE DETAIL NOT TO Norton Residence 187 CR 259 Garfield County, Colorado Project Number: C1460 Date: 08/12/19 Designed by: CBO Reviewed by: RHP Drawn by: DD W3.0 Sheet 3 OF 4 JEERS —0 — 1 — 2 — 3 w-4 =- — 5 a o^ 6 — 7 — 8 SOIL PROFILE TEST PIT NO. 1 r• .r f• f• .r r• f• .r .• • r f• .r .r f• r LIGHT BROWN SILTY CLAY LOAM WITH MODERATE TO WEAK STRUCTURE GRADE MOISTURE CONTENT INCREASES WITH DEPTH NO GROUNDWATER OR BEDROCK ENCOUNTERED DURING EXCAVATION — 9 — 10 SOIL PROFILE TEST PIT NO. 2 .• .r f• .r f• .f f• •r r• .r r • f f• f f• .f LIGHT BROWN SILTY CLAY LOAM WITH MODERATE TO WEAK STRUCTURE GRADE MOISTURE CONTENT INCREASES WITH DEPTH LEGEND n silty clay loam ()SOILS LOG NOT TO SCALE TEST PIT #2 IS AT A HIGHER ELEVATION THAN TEST PIT #1 Norton Residence 187 CR 259 Garfield County, Colorado Project Number: C1460 Date: 08/12/19 Designed by: CBO Reviewed by: RHP Drawn by: DD W4.0 Sheet 4 OF 4 1250 Gallon Top Seam Item # Two Compartment 1250T-2CP-HH with High Head Pump DESIGN NOTES • Design per performance test per ASTM C1227 • Top surface area 56.25 ft2 • f'c ® 28 days; concrete = 6,000 PSI Min. Installation: • Tank to be set on 5" min. sand bed or pea gravel • Tank to be backfilled uniformly on all sides in lifts less than 24" and mechanically compacted • Excavated material may be used for backfill, provided large stones are removed • Excavation should be dewatered and tank filled with water prior to being put in service for installation with water table less than 2' below grade • Meets C1644-06 for resilient connectors • Inlet and Outlet identified above pipe • Delivered complete with internal piping • Secondary safety screen available with PVC riser ALLOWABLE BURY (Based on Water Table) WATER TABLE ALLOWABLE EARTH FILL 0'-0" 2'— 0" 1'-0" 3'-0" 2'-0" 3'-0" 3'-0" 4'-0" DRY 4'— 0" 60" 135" Top View 24" Minimum -(eight ulck Disconnect 1 Valve •Service conbacts available for maintenance* 130" Section Pump: View • Lowers TSS and Improves effluent quality to field • Easiest pump system to maintain on the market • Complete Installation (wiring, panel, mounting and start-up procedures) • Complete warranty Digging Specs invert Dimensions Net Capacity Net Weight Min. 13' Long x 7' Wide Inlet Outlet Length Width Height inlet Side Outlet Total Lid Tank Total 56" below Inlet 56" 73" 135" 60" 92" 843 gal 416 gal 1259 gal 3120 lbs 10880 lbs 14200 lbs Water & (719) 395.6764 28005 Ca Rd 317 lifWastewater P.O. Box 925 TVALLEY •• Products Fax (719) 395-3727 Buena Vim 03 81211 PRECAST, lac. • Service Website: tnor�eelc a� �o .c�om Biotube® ProPak Pump PackageTM 60 -Hz Series Pump Packages Control panel External splice box Riser lid Optional; internal splice (not included) box comes standard.) 0 Float bracket Support pipe Pump vault Float stem Floats Riser (not included) Discharge assembly Float collar Vault inlet holes 4 -in. (100 -mm) turbine effluent pump Biotube® filter cartridge 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 -SB -1) • External Splice Box (NTD -SB -SB -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, 1.9, and 3.2 Usec), as well as with 50 Hz and 60 Hz power supplies. Standard Models BPP2ODD, BPP2ODD-SX, BPP3OTDA, BPP3OTDD-SX, BBPP5OTDA, BPP5OTDD-SX Product Code Diagram BPP 7 Standard options: Blank = 57 -in. (1448 -mm) vault height, internal splice box, standard discharge assembly 68 = 68 -in. (1727 -mm) vault height SX = external splice box CW = cold weather discharge assembly DB = drainback discharge assembly 0 = cam lock MFV = non -mercury float Control panel application: DD = demand -dosing TDA = timed -dosing, analog timer TDD = 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) Biotube® 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 Orenco 1 Technical Data Sheet ProPakTM Pump Vault Materials of Construction Vault body Support pipes Polyethylene PVC Dimensions, in. (mm) A - Overall vault height B - Vault diameter 57 (1448) or 68 (1727) 17.3 (439) C - Inlet hole height 19 (475) D - Inlet hole diameter (eight holes total) E - Vault top to support pipe bracket base F - Vault bottom to filter cartridge base 2 (50) 3 (76) 4 (102) b c E t L) B ProPakTM pump vault (shown with Biotube filter and effluent pump) Biotube® Filter Cartridge Materials of Construction Filter tubes Cartridge end plates Polyethylene Polyurethane Handle assembly PVC Dimensions, in. (mm) A - Cartridge height 18 (457) B - Cartridge width 12 (305) Performance Biotube® mesh opening Total filter flow area 0.125 in. (3 mm)* 4.4 ft2 (0.4 m2) Total filter surface area 14.5 ft2 (1.35 m2) Maximum flow rate "0.062 -in. (1.6 -mm) filter mesh available 140 gpm (8.8 Usec) 1! qijD IrE3 PIP B Biotube® filter cartridge (shown with float switch assembly) NTD -BPP -1 Rev. 1.2, ® 08/14 Page 2 of 4 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com . Technical Data Sheet 4 -in. (100 -mm) Turbine Effluent Pumps Orenco's 4 -in. (100 mm) Turbine Effluent Pumps are constructed of lightweight, corrosion -resistant stainless steel and engineered plastics; all are field -serviceable and repairable with common tools. All 60 -Hz PF Series models are CSA certified to the U.S. and Canadian safety standards for effluent pumps, and meet UL requirements. Power cords for Orenco's 4 -in. (100 -mm) turbine effluent pumps are Type SOOW 600-V motor cable (suitable for Class 1, Division 1 and 2 applications). Materials of Construction Discharge: Stainless steel or glass -filled polypropylene Discharge bearing: Engineered thermoplastic (PEEK) Diffusers: Glass -filled PPO Impellers: Acetal (20-, 30-gmp), Noryl (50-gpm) Intake screens: Polypropylene Suction connection: Stainless steel Drive shaft: 300 series stainless steel Coupling: Sintered 300 series stainless steel Shell: 300 series stainless steel Lubricant: Deionized water and propylene glycol Specifications Nom. flow, Length Weight gpm (Usec) in. (mm) Ib (kg) Discharge Impellers 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, gpm (Usec) 20 (1.3) 30 (1.9) 50 (3.2) hp (kW) Design Rated Min liquid flow amps cycles/day level, in. (mm) 2 0.5 (0.37) 12.3 300 18 (457) 0.5 (0.37) 11.8 300 20 (508) 0.5 (0.37) 12.1 300 24 (610) 2 Discharge is female NPT threaded, U.S. nominal size, to accommodate Orenco discharge hose and valve assemblies. Consult your Orenco Distributor about fittings to connect discharge assemblies to metric -sized piping. Minimum liquid level is for single pumps when installed in an Orenco Biotube ProPakTM Pump Vault. Orenco' Pump Curves Pump curves, such as those shown here, can help you determine the best pump for your system. Pump curves show the relationship between flow (gpm or Usec) and pressure (TDH), providing a graphical representation of a pump's performance range. Pumps perform best at their nominal flow rate, measured in gpm or Usec. 140 m ,Cb 120 c3• 100 a 41.1 • 80 v e 60 p 40 ti 20 Flow in liters per second (l/sec) 0.63 1.26 1.89 2.52 3.15 3.79 4.42 PF 200511 10 20 30 40 50 60 70 Flow in gallons per minute (gpm) 43 37 30 24 18 12 6 Total dynamic head (TDH) in meters 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 3 of 4 Orenco® Technical DataSheet 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 Stainless steel Dimensions, in. (mm) A - Height 11.5 (290) B - Width 9.5 (240) C - Depth 5.4 (135) Specifications Panel ratings 1. Motor -start contactor 120 V, 3/4 hp (0.56 kW), 14 A, single phase, 60 Hz 16 FLA, 1 hp (0.75 kV , 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 4. Audio alarm Single -pole, double -throw HOA switch, 20 A 95 dB at 24 in. (600 mm), 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 h3 SNI 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 Dual -mode 1 a. Analog timer (not shown) 120 V, 3/4 hp (0.56 kW), 14 A, single phase, 60 Hz Programmable for timed- or demand -dosing (digital timed -dosing panels only) 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 5. Audio alarm Single -pole, double -throw HOA switch, 20 A 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 Rev. 1.2, © 08/14 Page 4of4 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Orenco® Technical Data Sheet 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 Biotube° pump vault or after a secondary treatment system. Franklin Liquid End Franklin Super Stainless Motor C Us LH80980 L192053896 Discharge Connection Bypass Orifice — Suction Connection Powered by Franklin Electric 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-SEAL?m 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 manu- facture against defects in materials or workmanship * Not applicable for 5 -hp (3.73 kW) 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 [] 0 Cord length, ft (m):t Blank = 10 (3) 20 = 20 (6) 30 = 30 (9) 50 = 50 (15) Voltage, nameplate: 1 = 115* 200 = 200 2 = 230t 4 = 460 Frequency: 1 = single-phase 60 Hz 3 = three-phase 60 Hz 5 = single-phase 50 Hz Horsepower (kW): 03 = lhhp(0.2 07 = hp (0.56) 15 = t -I hp (1.11) 30=3hp(2.24) 05 = Y2 hp (0.37) 10 = 1 hp (0.75) 20 = 2 hp (1.50) 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 (47) Pump, PF Series • Y2 -hp (0.37kVV) only •220 volts for 50 Hz pumps zNote: 20 -foot cords are available only for single-phase pumps through 1-Y2 hp 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, ® 09/14 Page 1 of 6 Orenco® Technical Data Sheet Specifications, 60 Hz Pump Model N _ Em a) 3 y �a CQi 3 0 n rn i s �? �a�Qm = Q E a> R rTi65 E e.9 Q ' N - _ 0_ z> • o E a w Length, in. (mm) Rated cydes/day PF100511 10 (0.6) 0.50 (0.37) 1 115 120 12.7 12.7 6 1 1/4 in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF100512 10 (0.6) 0.50 (0.37) 1 230 240 6.3 6.3 6 1 1/4 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 '/4 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 1/4 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 1/4 in. GFP 25.4 (645) 17 (432) 31 (14) 300 PF101012 5,6 10 (0.6) 1.00 (0.75) 1 230 240 9.6 9.6 9 1 1/4 in. GFP 27.9 (709) 18 (457) 33 (15) 100 PF10103200 5.6 10 (0.6) 1.00 (0.75) 3 200 208 5.5 5.5 9 1 '/4 in. GFP 27.3 (693) 18 (457) 37 (17) 300 PF102012 5'6'7'8 10 (0.6) 2.00 (1.49) 1 230 240 12.1 12.1 18 1 1/4 in. SS 39.5 (1003) 22 (559) 48 (22) 100 PF102032 5,6,8 10 (0.6) 2.00 (1.49) 3 230 240 7.5 7.6 18 1 % in. SS 37,9 (963) 20 (508) 44 (20) 300 PF10203200 5' 6' 8 10 (0.6) 2.00 (1.49) 3 200 208 8.7 8.7 18 1 '/4 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 '/4 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 1/4 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 '/4 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 '/4 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 '/4 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 '/4 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 '/4 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 1/4 in. GFP 34.0 (864) 24 (610) 41 (19) 100 PF20153200 4,5 20 (1.3) 1.50 (1.11) 3 200 208 7.1 7.2 9 1 '/4 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 1/4 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 '/4 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 1/4 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 '/4 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 1/4 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 1/4 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 1/4 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 '/4 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 1/4 in. GFP 29.8 (757) 22 (559) 34 (15) 300 PF301534 4.5 30 (1.9) 1.50 (1.11) 3 460 480 2.8 2.8 8 1 1/4 in. GFP 29.5 (685) 22 (559) 34 (15) 300 PF302012 5' 6' 7 30 (1.9) 2.00 (1.49) 1 230 240 11.0 11.0 10 1 1/4 in. SS 35.5 (902) 26 (660) 44 (20) 100 PF30203200 5.6 30 (1.9) 2.00 (1.49) 3 200 208 9.3 9.3 10 1 1/4 in. SS 34.0 (864) 24 (610) 41 (19) 300 PF303012 5,6.7,8 30 (1.9) 3.00 (2.23) 1 230 240 16.8 16.8 14 1 '/4 in. SS 44.5 (1130) 33 (838) 54 (24) 100 PF303032 5,6,8 30 (1.9) 3.00 (2.23) 3 230 240 10.0 10.1 14 1 1/4 in. SS 44.3 (1125) 27 (686) 52 (24) 300 PF305012 5'6'7'8 30 (1.9) 5.00 (3.73) 1 230 240 25.6 25.8 23 1 '/4 in. SS 66.5 (1689) 53 (1346) 82 (37) 100 PF305032 5.6' 8 30 (1.9) 5.00 (3.73) 3 230 240 16.6 16.6 23 1 '/4 in. SS 60.8 (1544) 48 (1219) 66 (30) 300 PF30503200 5.6.8 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 50 (3.2) 0.50 (0.37) 1 115 120 12.1 12.1 2 2 in. SS 20.3 (516) 24 (610) 27 (12) 300 PF500512 50 (3.2) 0.50 (0.37) 1 230 240 6.2 6.2 2 2 in. SS 20.3 (516) 24 (610) 27 (12) 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 50 (3.2) 0.50 (0.37) 3 200 208 3.7 3,7 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF500534 50 (3.2) 0.50 (0.37) 3 460 480 1.5 1.5 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF500712 50 (3.2) 0.75 (0.56) 1 230 240 8.5 8.5 3 2 in. SS 23.7 (602) 25 (635) 31 (14) 300 PF500732 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 PF50073200 50 (3.2) 0.75 (0.56) 3 200 208 4.9 4.9 3 2 in. SS 23.1 (587) 26 (660) 32 (15) 300 NTD-PU-PF-1 Rev. 2.2, ® 09/14 Page 2 of 6 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Specifications, 60 Hz (continued) d 3 W O a .- 0. 0f R c. ,. _- z > . c - Pump Model Technical Data Sheet H O. E C7 Length, in. (mm) Orenco® 1771 E Oi Rated cycles/day PF500734 50 (3.2) PF501012 50 (3.2) PF50103200 50 (3.2) PF501034 50 (3.2) PF5015124 50 (3.2) PF501532004 50 (3.2) PF503012 4,5,7,8 50 (3.2) PF50303200 4'5'8 50 (3.2) PF503034 4' 5' 8 50 (3.2) PF505012 5,6,7,8 50 (3.2) PF505032 5'6'7,8 50 (3.2) PF751012 75 (4.7) PF751512 75 (4.7) 0.75 (0.56) 1.00 (0.75) 1.00 (0.75) 1.00 (0.75) 1.50 (1.11) 1.50 (1.11) 3.00 (2.23) 3.00 (2.23) 3.00 (2.23) 5.00 (3.73) 5.00 (3.73) 1.00 (0.75) 1.50 (1.11) 3 460 480 1.8 1.8 1 230 240 10.1 10.1 3 200 208 5.7 5.7 3 460 480 2.2 2.2 1 230 240 12.5 12.6 3 200 208 7.0 7.0 1 230 240 17.7 17.7 3 200 208 13.1 13.1 3 460 480 5,3 5,3 1 230 240 26.2 26.4 3 230 240 16.5 16.5 1 230 240 9.9 10.0 1 230 240 12.1 12.3 3 2 in. SS 34.8 (884) 25 (635) 31 (14) 300 4 2 in. SS 27.0 (686) 26 (660) 35 (16) 100 4 2 in. SS 26.4 (671) 26 (660) 39 (18) 300 4 2 in. SS 26.4 (671) 26 (660) 39 (18) 300 5 2 in. SS 32.5 (826) 30 (762) 41 (19) 100 5 2 in. SS 29.3 (744) 26 (660) 35 (16) 300 8 2 in. SS 43.0 (1092) 37 (940) 55 (25) 100 8 2 in. SS 43.4 (1102) 30 (762) 55 (25) 300 8 2 in. SS 40.0 (1016) 31 (787) 55 (25) 300 13 2 in. SS 65.4 (1661) 55 (1397) 64 (29) 300 13 2 in. SS 59.3 (1506) 49 (1245) 64 (29) 300 3 2 in. SS 27.0 (686) 27 (686) 34 (15) 100 4 2 in. SS 33.4 (848) 30 (762) 44 (20) 100 Specifications, 50 Hz Pump Model PF100552 PF100752 4.5 PF101552 5,6 PF300552 PF300752 PF301052 PF301552 4, 5 PF500552 PF500752 PF501052 PF501552 PF751052 10 (0.6) 10 (0.6) 10 (0.6) 30 (1.9) 30 (1.9) 30 (1.9) 30 (1.9) 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 75 (3.2) 0.50 (0.37) 0.75 (0.56) 1.50 (1.11) 0.50 (0.37) 0.75 (0.56) 1.00 (0.75) 1.50 (1.11) 0.50 (0.37) 0.75 (0.56) 1.00 (0.75) 1.50 (1.11) 1.00 (0.75) 220 220 220 220 220 220 220 220 220 220 220 220 230 230 230 230 230 230 230 230 230 230 230 230 3.9 6.2 10.5 4.1 6.1 7,4 9.3 4.0 6.3 7.3 9,1 7,3 4.1 6.2 11.4 4.1 6.1 7.4 9.3 4.0 6.4 7.4 9.1 7.3 6 11/4 in. GFP 9 1 '/4 in. GFP 18 1 3/4 in. SS 4 1 '/4 in. GFP 5 1 '/4 in. GFP 7 1 '/4 in, GFP 8 1 '/4 in. GFP 2 2 in. SS 3 2 in, SS 4 2 in. SS 5 2 in. SS 4 2 in. SS 23.0 (584) 26.8 (658) 39.5 (1003) 22.5 (572) 24.8 (630) 28.4 (721) 35,4 (899) 20.3 (516) 23.7 (602) 27.0 (686) 32.5 (826) 30.0 (762) 17 (432) 17 (432) 22 (559) 19 (483) 19 (483) 20 (508) 24 (610) 25 (635) 25 (635) 26 (660) 30 (762) 27 (686) 26 (12) 30 (14) 46 (21) 26 (12) 29 (13) 32 (15) 40 (18) 29 (13) 31 (14) 35 (16) 42 (19) 34 (15) 300 300 300 300 300 100 100 300 300 100 100 100 1 GFP = glass -filled polypropylene; SS = stainless steel. The 1 'a -in. NPT GFP discharge is 2 7B in. octagonal across flats; the 1 NPT 2 -In. NPT SS discharge is 2 7/8 in. hexagonal across flats. Discharge is female NPT threaded, U.S. nominal size, to accommodate Orenc0 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 Row Inducer In other applications, Orenco for more information, 3 Weight includes carton and 10 -ft (3-m) cord 4 Nigh -pressure discharge assembly required. 5 Do not use cam -lock option (Q) on discharge assembly 6 Custom discharge assembly required for these pumps. 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. SS discharge is 2 1B in, octagonal across flats; and the discharge hose and valve assemblies. Consult your Orenco minimum liquid level should be top of pump. Consult 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, ® 09/14 Page 3 of 6 Orenco Technical Data Sheet 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 kW) have built-in thermal overload protection, which trips at 203-221° F (95-105° C). 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 PumpSelectr" software. Pump Curves, 60 Hz Models Total dynamic head (TDH) in feet 800 700 600 500 400 300 200 100 Flow in gallons per minute (gpm) Total dynamic head (TDH) in feet 160 140 120 100 80 60 40 20 0 I I I 1 PF10 Series, 60 Hz, 0.5 - 2.0 hp PFItlZO .,. [PF1503iNNN. PF10101 ^",' PF1007[ — [PF1005 �' . PF1005-FC IN/ 1/4"flow controller 0 2 4 6 8 10 12 14 1 Flow in gallons per minute (gpm) Total dynamic head (TDH) in feet 160 140 120 100 80 60 40 20 0 0 3 6 9 12 15 18 21 Flow in gallons per minute (gpm) 24 NTD-PU-PF-1 Rev. 2.2, ® 09/14 Page 4 of 6 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com ! I [PF15 Series, 60 Hz, 0.3 hp [PF1503iNNN. 0 3 6 9 12 15 18 21 Flow in gallons per minute (gpm) 24 NTD-PU-PF-1 Rev. 2.2, ® 09/14 Page 4 of 6 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 •541-459-4449 • www.orenco.com Total dynamic head (TDH) in feet N N W W A CTI O CJI O C.71 O CTI O O O O O O O O O O CSI C7) O CO CD 0 W 0 O 0 0 Total dynamic head (TDH) in feet A N N W W CT1 CTI O CTI O CP O CTI O O O O O O O O O 11-11 il 1 ± tri • O xa 1 } 1 •r 7 I' I 1 I PF50 Series, 1 L i ! 1 1_ l/ J / 1 1 1 D Series, 60 Hz, 0.5 -1.5 hp PF30 Series, I [ L 1/17/f / / / / 1/,/ o IN as o in tn a Total dynamic head (TDH) in feet N W O Ul O CD Flow in gallons per minute (gpm) il E :o tri O Iii: •r 7 N J 1 1 1 D Series, 60 Hz, 0.5 -1.5 hp PF30 Series, I [ L 1/17/f i I I PF75 Series, 60 Hz, 1.1 1//// as o ,// ., 0 LTI //SI Flow in gallons per minute (gpm) Total dynamic head (TDH) in feet N W A CTI 0) 4 00 O O O O O O O O Q O O O O O O O O cn 0 N 01 W W C31 CD il E :o 7 N J 1 1 1 D Series, 60 Hz, 0.5 -1.5 hp PF30 Series, I [ L 1/17/f 11/// Total dynamic head (TDH) in feet N W A CTI 0) 4 00 O O O O O O O O Q O O O O O O O O cn 0 N 01 W W C31 CD C) 2 N 0 CL CD 0 CD O. 0 0 il E -:,:o 7 PF30 Series, I [ L 1/17/f 11/// 1//// as o ,// ., C) 2 N 0 CL CD 0 CD O. 0 0 Orenco® Pump Curves, 50 Hz Models 180 160 a 140 •c 120 X100 R z 80 et 60 a :IS 40 20 Flow in gallons per minute (gpm), nominal 1.6 3.2 4.8 6.3 7.9 9.5 11 13 1PF101552.1 PF10 Series, 50 Hz, 0.37 -1.1 kW fPFsoonzi .PFtG05581 0 0 45 40 35 E 30 25 a co m C 20 15 c 10 ti 5 PF1005-FC wl 6mm flow controller .. 0 0 01 02 0.3 04 0.5 06 0.7 08 Flow in liters per second (!,/sec) Flow in gallons per minute (gpm), nominal 7.9 16 24 32 40 48 56 63 1 120 525 -- co c 100 h 459 o m G tr.; 17 E 394 ,� .5 80 G Z 328 Z1-- i ra 60 262 m . e o E 197 '4 m 40 R a G 131 b :° F- +° 20 66 12 09 PF50 Series, 50 Hz, 0.37 -1.11 kW 1.7501552A PF50t052 1PF9007 . �PF50p52 .. • 131 E 15 e 98 82 66 m 49 '4 33 a 16 0.5 10 15 2.0 25 30 3.5 40 45 Flow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 6.3 13 19 25 32 00 30 27 h 24 as 21 18 co 15 3 12 -0 9 Fo 6 3 0 0 06 1.2 18 2.4 3.0 36 42 4.8 54 6.0 Flow in liters per second (L/sec) PF30 Series, 50 Hz, 0.37 -1.11 kW 1PF301552} [PF301052] 328 0 262 197 Z. a m r _n E 131 R a 661+ 0.4 0.8 12 16 20 24 Flow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 10 19 29 38 48 57 67 76 86 PF75 Series, 50 Hz, 0.75 kW JPF1510521 89 R 79 c 69 tir G 59 49 a R 39 30 ot 20 NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 6of6 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com 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 Valve Assemblies 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 number 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 ©. 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 Orenco Systems' Incorporated 1-800-348-9843 NTP -VA -1 Rev. 1.2, © 11/03 Orenco Systems®, Inc. Page 1 of 6 Figure 2: Orenco 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. 1.2, © 11/03 Orenco Systems®, Inc. Page 2 of 6 Table 1. Automatic Distributing Valve Assembly Headloss Equations Model Series EquationOperating Range (gpm] V4400A HL = 0.085 x Q1•45 10 - 40 V4600A HL=0.085xQ1.58 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 - e0.1 Q) 15 - 70 Head Loss Through Assembly (ft.) 35 30 25 20 15 10 V6600A V4600A V4400A V6400A 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 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 pump 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 "minidrainfield" 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 unless 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. MEM 12 Dosing Tank Transport Line Ips Distributing Valve Assembly Discharge Laterals Figure 4: Ideal valve location 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. Pressure Release Line if h>2'-0" Dosing Tank Transport Line Discharge Laterals t —Check Valves if h>2'-0" Distributing Valve Assembly 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. 1.2, ® 11/03 Orenco Systems®, Inc. Page 5 of 6 SOLUTION 3: SOLUTION 4: SOLUTION 5: SOLUTION 6: 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. 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. 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. 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: SOLUTION 1: SOLUTION 2: SOLUTION 3: 3. PROBLEM: CAUSE: Stem and disk assembly not seating properly on valve outlet. Check for sufficient water flow. A minimum flow rate is required to properly seat the disk as shown in Table 1. Remove the valve top and check the inside walls to ensure that nothing is interfering with the up and down movement of the stem and disk assembly inside the valve. Make sure that the operating outlets are not capped and that the flow to the operat- ing zones are not restricted in any manner. Valve skips outlets or zones 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: SOLUTION 1: The stem and disk assembly is being advanced past the desired outlet. 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 6of6 Distributing Valves Submittal Data Sheet Applications Automatic Distributing Valve Assemblies are used to pressurize multiple zone distribution systems including textile filters, sand filters and drainfields. coupling distributing valve union Top View ball valve elbow - 7-11 7 elbows Bottom View Specifications Side View General o 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. Valve 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 drainfields. For example, a large community drainfield requiring 3W gpm can use a six -line Valve Assembly to reduce the pump flow rate requirement to only 50 gpm. Orenco only warrants Automatic Distributing Valves when used in conjunction with High -Head Effluent Pumps with Biotube® Pump Vaults to provide pressure and flow 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, V46o6A, V6402A, V6403A, V6404A, V6605A, %606A. Nomenclature V Il ❑❑ 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 Materials of Construction All Fittings: Unions: Ball Valve: Clear Rpe: V4XXXDistributing Valves: WOO( Distributing Valves: Sch. 40 PvCper ASTM specification Sch. 80 PvCper ASTM specification Sch. 40 PvCper ASTM specification Sch. 40 PbCper ASTM specification Hgh-strength noncorrosive ABS polymer and stainless steel Hgh-strength noncorrosive ABS polymer, stainlcoc steel, and die cast metal NSU -SF -VA -1 Rev. 3.0, © 4/03 Page 1 of 2 Distributing Valves (continued) Head Loss Through Assembly (ft.) 35 30 25 20 15 10 5 0 V6600A V4600A V4400A V6400A 1111 1131 1111 11.11 1111. 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 Flow (gpm) Model Inlet Size (in.) Outlets Size (in.) Flow range (gpm) Max Head (ft) Min. Enclosure V44(2A 1.3 1.25 10- 40 170 VB1217 V44CX?A 1.25 125 10- 40 170 V81217 V4401A 1.25 125 10- 40 170 V131217 V46064 125 125 10- 25 170 F418 V4606A 1.25 125 10- 25 170 FFQ418 V54C2A 1.5 1.5 15-100 345 FF2418 ' 40 A 1.5 1.5 15-100 345 FF2418 ' 401A 1.5 1.5 15- 1C0 345 Ff2418 VE8TA 1.5 1.5 15-100 345 Ff418 V 1.5 1.5 15-100 345 Ff418 NSU -SF -VA -1 Rev. 3.0, © 4/03 Page 2 of 2 rir INFILTRATOR® water technologies Quick4x CM1441 'fYf SI NEMS The Quick4® Plus Standard Low Profile (LP) Chamber Quick4 PIusTM Series 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 15°, right or left. The Quick4 Plus All -in -One 8 and Quick4 Plus Endcaps provide increased flexibility in system design and configurations. Maximum Strength Quick4 Plus Standard LP Chamber Specifications 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) APPROVED in Quick4 Plus Standard Low Profile (LP) 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 lbs/axle with 12" of cover Quick4 Plus All -in -One Periscope Benefits: • Allows for raised invert installations • 180° directional inletting • 12" raised invert is ideal for serial applications Quick4 Plus All -in -One 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 Quick4 Plus Endcap Benefits: • 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)IA181/0)1 Quick4 PIusTM Series Quick4 Plus Standard Low Profile Chamber Wuick4" akt6f&FRSY5 MT$ Quick4 Plus All -in -One 8 Endcap H 18" 3.3" INVERT 8" Quick4 Plus All -in -One Periscope INVERT 9.6" !al! 10.4" EFFECTIVE LENGTH* When installed between 2 chambers. 13.3" EFFECTIVE LENGTH" When installed at the end of a trench. 9' 4 Business Park Road P.O. Box Old Saybrook, CT 06475 INFILTRATOR® 880-0220443 6 660-577-7001 water technologies www.inflltratorwater.com ` it __ FEVI ■ W.4 `U :G IN l:1 Al 1 laa AW.41 Aria s rii' 48" (EFFECTIVE LENGTH) Quick4 Plus Endcap 8" 18" —0-1 t 3.3" INVERT • 4.5" EFFECTIVE LENGTH* 6" 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 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 period 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 any- one other than Infiltrator. The Limited Warranty does not extend to incidental, consequential, spe- cial 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 improper 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 war- ranty 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. 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, MicroLeaching, 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. Cr 2016 Infiltrator Water Technologies, LLC. All rights reserved. Printed in U.S.A. PLUS01 0816 Contact Infiltrator Water Technologies' Technical Services Department for assistance at 1-800-221-4436 Quick4® Plus Standard Low Profile Chambers Q!lkik( p`US Pressure Distribution Systems Installation Instructions Slpto,r,rmRFvuunR 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 04 Plus Endcaps ❑ PVC Pipe and Couplings ❑ Backhoe O Laser, Transit or Level ❑ Tape measure ❑ Shovel and Rake ❑ Utility Knife O 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 lbs/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.) 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. 1" OR 2" TRENCH BOTTOM PIPE PLACEMENT 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. 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. Place end cap over inlet end. Secure pressure pipe. 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. Access FOR [WINFIELD uuNTENANCE AND FLUSHING varvEEG%tog IRRGATION.G%) °LOCI. PL. STANDARD LP Failure to comply with these installation instructions may invalidate the warranty. Contact Infiltrator Systems' Technical Services Department for assistance at 600-221-4436. Advantages of Method A • 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 EITHER SIDE) QUICK4 PLUS [STANDARD LP CHAMBER 34' Advantage of Method B • 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 (MAY BE INSTALLED ON EITHER SIDE) STABILIZE OR "T" EVERY 10' TO PREVENT PIPE ROTATION AND MAINTAIN PROPER PIPE POSITION 34' _ QUICK4 PLUS STANDARD 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. Distributed By: INFILTRATOR® systems inc. 6 Business Park Road • P.O. Box 768 Old Saybrook, CT 06475 860-577-7000 • FAX 860-577-7001 1-800-221-4436 www.infiltratorsystems.com 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, and Ouick4 are registered trademarks of Infiltrator Systems Inc. Infiltrator is a registered trademark in France. Infiltrator Systems Inc, is a registered trademark in Mexico. © 2009 Infiltrator Systems Inc, All rights reserved. Printed in U.S.A. PLUS030709AG-0 Orencom Technical Data Sheet Orifice Shields Applications Orenco® Orifice Shields are used in a pressurized distribution system to protect the orifices from backfill debris that might cause orifice blockage. A Orifice shield installed on lateral pipe, standard configuration lillE 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, 0S200 Product Code Diagram OS Lateral pipe size, nominal: 075 = 0.75 in. (20 mm) 100 = 1.00 in. (25 mm) 125 1.251n. (32 mm) 150 = 1.50 in. (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 0S125 0S150 0S200 3.5 (89) 1.315 (33) 3.5 (89) 1.66 (42) 4.5 (114) 1.90 (48) 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 Item# SEK- Orenco® Flushing Assemblies Flushing Assemblies Orenco® 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 • 1.5" diameter • 2" diameter Valve Boxes Orenco® 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 & VALLEY Wastewat• Systems er PRECASTInc. • Service• Products (719) 395-6764 28005 County Road 317 P.O. Box 925 Fax: (719) 395-3727 Buena Vista, CO 81211 Website: http://valleyprecast.com/ Email: frontdesk@valleyprecast.com