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OWTS Design Packet 05.18.2017
ALL SIHYICE 33 Four Wheel drive Rd Carbondale, CO 81623 970-309-5259 May 18, 2017 Project No. C1222 Ross Velasquez keanod33na.gmail.com Rob Velasquez rob@pinemtn.net Subsurface Investigation and Onsite Wastewater Treatment System Design 3 -Bedroom Residence TBD Cattle Creek Road Lot 1, Velasquez Subdivision Garfield County, Colorado Ross and Rob, ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 5.35 -acre property is located outside of Carbondale, in an area where OWTSs and wells are necessary. Legal Description: Lot 1, Velasquez Subdivision SITE CONDITIONS The property is currently undeveloped. A 3 -bedroom residence is proposed. Potable water will be served by the well on the adjoining property to the east (Lot 2, Velasquez Subdivision). This well is located greater than 50 -feet from the proposed septic tank and greater than 100 -feet from the proposed soil treatment area (STA). The proposed STA location slopes slightly to the south toward Cattle Creek. The property drops steeply to the south approximately 30 -feet beyond the proposed STA. All OWTS components will maintain the minimum required 50 -foot setback to the ditch to the west and 25 -foot minimum setback to the fire suppression water tank to the east of the proposed residence. SUBSURFACE The subsurface was investigated on May 11, 2017 by digging one soil profile test pit excavation (Test Pit). A mini -excavator was used to excavate the test pit. A visual and tactile soil analysis was completed by Carla Ostberg at the time of excavation.' We also observed the soils in the area of the house foundation. The materials encountered in Test Pit #1 consisted of dark brown sandy loam to a maximum depth explored of 7.0 -feet. No bedrock or groundwater was encountered. ' Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page 2 Soils observed in the foundation excavation were consistent with those observed in Test Pit #1 to a maximum depth explored of approximately 7.0 -feet below native grade. No bedrock or groundwater was encountered. A tactile analysis of the soils was taken from Test Pit #1 at 3 -feet below grade. The soil formed a ball and a ribbon less than 1.0 -inch before breaking. Soil structure shape was blocky, soil structure grade was moderate, and consistence was friable. STA sizing is based on Soil Type 2, Loamy Sand. A long term acceptance rate (LTAR) of 0.6 gallons per square foot will be used to design the OWTS, in accordance with Table 10-1 Soil Type 2 presented in the Garfield County On -Site Wastewater Treatment System Regulations, adopted April 14, 2014. sem..;•.: h; s►.� Sidewall from foundation excavation Sieved sample Test Pit Page 3 DESIGN SPECIFICATIONS The OWTS design is based on 3 -bedrooms. An average daily wastewater flow of 450 GPD will be used. Design Calculations: Average Design Flow = 75 GPD x 2 people/bedroom x 3 Bedrooms = 450 GPD LTAR = 0.6 GPD/SF 450 GPD / 0.6 GPD/SF x 1.0 (pressurized bed) x 0.7 (chambers) = 525 SF The installation must include a 1250 -gallon, two-compartment concrete septic tank with an Orenco® ProPak and PF5005 pump in the second compartment. The septic tank may not have more than 4 -feet of cover over the lid of the tank. Floats must be set to dose approximately 80 gallons per pump cycle. The control panel for the pumping system must be located within line of sight of the septic tank. Effluent will be pressure dosed through a 1.5 -inch diameter pump line from the septic tank to 1.5 -inch diameter level manifold. The pump line must have a minimum 1% grade for either drain back to the tank or to the STA, depending on the burial depth of the septic tank. The STA will consist of a chamber bed with four rows of 11 `Quick 4' Infiltrator® chambers for a total of 44 chambers and 528 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 1/8 -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 the downward facing orifices. 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. 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. 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 Page 4 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 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. 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. 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 604A Co_ Ov-iluki_s Carla Ostberg, MPH, REHS Reviewed By: Page 5 Pump Selection for a Pressurized System Valasquez Residence /Cattle Creek Road Parameters Discharge Assembly Size TrarsportLengh TransportPipe Class TransportLineSize DishibutingValveMcdd Max Elevation Lift Merifdd Length MalifddPiipeClass MaribldPipeSize N umber ofLaterals per Cell Lara) Lengh Lara) Pipe Class Lara) Pipe Size Orifice Size Orifice Spadng Residual Head FloNMar 'Add-on' Friction Lasses Calculations 200 inches 32 feet 40 1.50 inches None 0 feet 9 fed 40 1.50 inches 4 44 fed 40 1.50 inches 1B inches 3 feet 5 fed None inches 0 feet fvtinimun FlowRah per Orifice N urber aro rites per Zone Tod FIcwRaper Zone N unterofLahrds per Zane % FIovDifferential 1sttastOrfice TrarspdiVelocity Frictional Head Losses 043 60 259 4 04 4.1 fps Tol 1 rss ttralgh Discharge 1 nesinTransport 1 nestfraughVdiie 1 ries in Marifdd 1 nes in Larals 1 nes lfrcugh Flownster 'Add -0n' Friction Losses Pipe Volumes 14 13 0.0 0.1 0.1 0.0 0.0 feet feet feet feet feet feet feet Vd ofTrarsportLine Vd ofMe ifdd Vd ofLarals per Zcne Tod Vdune 34 09 18.6 229 Minimum Pump Requirements gds gds gds gds Desigi FIcwRa 259 Tod Dyraiic He 78 Orenco Systems' Incorporated Changing the Way the W,& Does Wastewater° Total Dynamic Head, TDH (Feet) 160 140 120 100 80 60 40 20 - Single Family Residence Project PF5015 11"M _ 11111111 '''�• ► 111 1111111111111111111111111111111 1 111 1111111 1 11111111111111111111111111r 1i 111111111111111111111111111 11 111111111111111111111!1111111 11 1111111111111111111E11111111 11 111111111111111121111111111 111 111111111111M11111111111111 111 1111I!!:ii111111111111111111 111 11 111 111 111 10 20 30 40 50 Net Discharge (gpm) PumpData PF5005H igh Head EfluentPurp feel 50GPM,12H P 115230V 1060 iz,2001230ti306CH z PF5007 H igh Head EfluentPurp 50GPM,34HP 230V 10 60H z, 200230460V 30 60H z PF5010 H igh Head EfluertPurp 50GPM,1HP 230V 1060Hz,20Y4 V3060Hz PF5015H igh Head EfluertPurp 50GPM,1-12HP 230V 10 60 H z, 200V 30 601-1 z Legend 60 70 System Cuve: Pump Cuve: Pump Optimal Ra ye: OperatingPdrt Design Point O 80 0' 20' 40' Scale: 1" = 40'=0" a DESIGN 3 -BEDROOM RESIDENCE (75 GAL/PERSON/DAY x 2 PERSONS/BEDROOM x 3 BEDROOMS) WASTEWATER FLOW = 450 GALLONS TANK: 3 -BEDROOM = MIN. 1000 -GALLON SEPTIC TANK USE 1250 -GALLON, 2 -COMPARTMENT CONCRETE TANK WITH ORENCO PUMP IN SECOND COMPARTMENT SOIL TREATMENT AREA (STA): LONG TERM ACCEPTANCE RATE (LTAR) = 0.6 GAL/ SQ FT CALCULATED STA = Q/LTAR = 450 / 0.6 = 750 SF PRESSURE DOSED, BED = 750 SF X 1.0 = 750 SF CHAMBERS = 750 SF X 0.7 = 525 SF / 12 SF / CHAMBER = 44 CHAMBERS GRAVELLESS CHAMBER BED 4 ROWS OF 11 'QUICK 4' CHAMBERS TOTAL 44 'QUICK 4' CHAMBERS CONC. HEADWAIR 1 SITE BENCHMARK REBAR & PLASTIC CAP LS3317 EL: 6324.00 \ ti WASTONE \ WALL (TYP.) CONCRETE PATIO WITH OVERHANG SOIL PROFILE ST PIT NO.1 \.,I l '� \\// / .\ / //t `/r��\�\—�//\ /" �\\ //4//////// 'VI I\ / //�1 T/A A ? 1 /� \ \ fi= \ • - �/ —\— 1 1 \/ ///// / �JI100 \y J j/// -T.., = WELL,// ///i/\ - /—ii//i//®maJ�f X X \ \ \A\\ \--/ /////// // /777777777 / \ `r \--/7//////777, // fi 7 77 -"I lJrl l l 7777 1f 1 IV 1 1 rr�// 7,7 v II\IIIIIIrrr l 1 11\'Illl ii�ll�11� I) 1+Illll���111�//// -•.- Vv 77.7 • BRIDGE 1-- O0 SITE PLAN 1"=40' - 0' \\\ / --- • 1 / ALL SERYICE epti 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com Velasquez Residence Lot 1, Velasquez Subdivision Garfield County, Colorado Project Number: C1222 Date: 05/18/17 Designed By: CBO Reviewed By: RHP Drawn By: CBO W1.0 Sheet 1 of 4 N 0' 10' 20' Scale: 1" = 20'=0" 6325 Bv\t.D\N c NELOP DRAWINGS MUST BE USED IN CONJUNCTION WITH DESIGN LETTER DATED 05/18/17 NEW 1250-G CONCRETE S PUMPING SYSTEM IN SECOND-COMPARTM LLON, O-COMPARTMEN�{{T, NK WITH 'ORENCC\' NT \ • \� \ N \ \ 1\(311A SC \\ DOUBLE` (MIN 2 i • / 5' MIN OTA 19 20' MIN. TO STA 6320 GRAVE DRIVEW l R,, ti ER LIN - . 1 ITH EEFkCLEAN SLOPE 110`TAN.K • \ 1.5" DIA SC 40 PIMP LINE (MIN. 1%DRANBA KTOTANK R SLOPE TO S A EPENDING _ N BURIAL DEPTN TANK) / r? J 50' MIN. 0 DITCH / al. inn En ION NM MIN LAM ME 1111=1111111 ',A MI NM in MN in111111111M En ism mg 11=1 ISM NM MN NM mmii inn NM ran win • MNMN�—.------k •NMI ME IMINII MINNE tam IMEN IME NMI INN INN INN INN INNI N-=ME-EnM--I' 44' END EACH LA RAL IN A 90° LQNG SWEEPING L FACING UP WITH BAL VALVE IN Py 10" DIA VALVE BOX, ACCESSIBLE AT GRADE 1.5' DIA SCH-40 PVC LATERAL WITH)/66' ORIFICES'F-ACING UP 3'' C. FIRST AND LPSTJ TOLE FACE DOV�GNOR I RAINAGE \\ LE EJ.-FQANIFOLD A► / TO WATER TANK %25' MIN / \ \ INSPECTION GRRVE LESS C iAMB/ER BED ST%.— J PORT AT EACH 8F 11 'QyIGK4MB°°°� TAN DARD PLUS_C%IAMBERS = 4 CtIAMBERS_ 528 Sym �- — \/// \\ \ / \ \\. )l IIII^N\ / /-- 1—\ \ \, / /////// '-.- \\\\ \N //////////`N\ `N \ \ — \\ N \ ///////// x N N \ A/ i//////0// \ \ \\\ \, /7//0//////` \ \ \\ \ \ x\ / •%/////////// \ \ \ \ \ N \ \ ///////////^ N, `� �\ ` N\ N N \ \ \ N \\ ----- ---\///////// /// //// / \ \ \ \ NN N \\ _ — --__ :_-V/ // / // \ \ \ N\ X / ///////, ------- \---/// N \ N - 72 I I / //// / J / 1 / / \ / J / / '/ /— — / —--\/ r —_ -__ /////\ // —N\ /J/\// / / /// / --- 7 // j / /X / / /// / • / ▪ // / // // -- 7 // / / // / //7/// / / ////// �/ tvo / / // // / / / / / / ••'''/•••'' //„,'. / / / / / / / / ../.. / / // / / // / / / / 1 1r • / I+ 1 1 1 1( 11\ 1 1 I 1 1 I 1 1 r \� 1 1 1 1 1111111 O PROPOSED OWTS 1"=20 -O” 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com Velasquez Residence Lot 1, Velasquez Subdivision Garfield County, Colorado Project Number: C1222 Date: 05/18/17 Designed By: CBO Reviewed By: RHP Drawn By: CBO W1.0 Sheet 1 of 4 o 1 C7 oppo. 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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" 135" Flexible Boot `Service contracts available for maintenance* utyl Rubber Sealant • 19" Wires to Panel. • 130" Top View 24" Minimum Height Ick Disconnect 11 Valve Section View Pump: • Lowers TSS and improves effluent quality to field • Easiest pump system to maintain on the market • Complete installation (wiling, panel, mounting and start-up procedures) • Complete warranty Digging Specs Invert Dimensions Net Capacity Net Weight 13' Long x 7' Wide 56" below inlet Inlet Outlet Length Width Min. Height Inlet Side Outlet Total Lid Tank Total 56" 73" 135" 60" 92" 843 gal 416 ga 1259 gal 3120 lbs 10880 lbs 14200 lbs Water & (719) 3954764 28005 Co. Rd" 317 Wastewater P.O. Bons 92i O VALLEY .• ProdSystemsucts Fax: (719) 395-3727 Buena vim' CO 81211 4 PRECAST, Inc. • Service Website: www"valleyprecastcom Email: frontdesk©valleyprecastcom Orenco® Technical Data Sheet Biotube® ProPak Pump PackageTM 60 -Hz Series Pump Packages Float bracket External splice box Optional; internal splice box comes standard.) Control panel Riser lid (not included) — Riser (not included) Discharge assembly Support pipe Pump vault Float stem Floats 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 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 D = 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 L/sec) 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 ProPakTM Pump Vault Materials of Construction Vault body Polyethylene Support pipes 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) E A C V E B • 1 ProPakTM pump vault (shown with Biotube filter and effluent pump) Biotube° Filter Cartridge Materials of Construction Filter tubes Polyethylene Cartridge end plates 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 t -/sec) g. OC ggg ggg 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 Orenco® 4 -in. (100 -mm) Turbine Effluent Pumps Pump Curves 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 (PEEN 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 1 20 (1.3) 22.5 (572) 26 (11) 1.25 30 (1.9) 21.3 (541) 25 (11) 1.25 50 (3.2) 20.3 (516) 27 (12) 2.00 4 3 2 Performance Nom. flow, gpm (Usec) 20 (1.3) 30 (1.9) 50 (3.2) hp (W) 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) ' 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. 2 Minimum liquid level is for single pumps when installed in an Orenco Biotube® ProPakTM Pump Vault. 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 L/sec) 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. 140 120 a p 100 1- a z 80 E 60 40 20 Flow 'n liters per second (L/sec) 0.63 1.26 1.89 2.52 3.15 3.79 4.42 PF 200511 —1PF 300511 ..1 —1 PF 5005111 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 Data Sheet 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 km, A, single phase, 60 Hz 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 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 0 n 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 la. Analog timer (not shown) 120 V, 3/4 hp (0.56 kV , 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 4 of 4 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 S4® C US LR80980 LR2053896 Discharge Connection — Bypass Orifice — Suction Connection 0 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 1i8 -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 L/sec) models; floating stack design on 50 and 75 gpm (3.2 and 4.7 L/sec) 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 Cord length, ft (m): Blank = 10 (3) 20 = 20 (6) 30 = 30 (9) 50 = 50 (15) Voltage, nameplate: 1 = 115* 200 = 200 2 = 230* 4 = 460 Frequency: 1 = single-phase 60 Hz 3 = three-phase 60 Hz 5 = single-phase 50 Hz Horsepower (kW): 03 = 1/3 hp (0.25) 07 = 3 hp (0.56) 15 = 1-Y2 hp (1.11) 30 = 3 hp (2.24) Nominal flow, gpm (L/sec): 10 = 10 (0.6) 15 = 15 (1.0) 20 = 20 (1.3) 30 = 30 (1.9) 50 = 50 (3.2) 75 = 75 (4.7) 05 = 12 hp (0.37) 10=1hp(0.75) 20 = 2 hp (1.50) 50 = 5 hp (3.73) Pump, PF Series Y2 -hp (0.37kw) only *220 volts for 50 Hz pumps 'Note: 20 -foot cords are available only for single-phase pumps through 1-1/2 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 Specifications, 60 Hz Pump Model N cn E iv y «9 ti aQi 3 R o = c V�• N ) R R Ql H R iN N i§- R E ate(R R O S d Z> Q ▪ 0 CO rL Length, in. (mm) Rated cycles/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 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 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 '/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 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 14 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 '/4 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 Y4 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 '/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 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 '/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 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 I/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 '/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 '/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 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 I/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 '/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 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 I/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 I/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 '/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 Y4 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 I/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 '/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 Y4 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) Pump Model a1 a) ca o 'a c) c -ad a7 N co 7 o � = - - z > Technical Data Sheet a E lC R aa) E Length, in. (mm) Orenco® Rated cydes/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) 3 460 480 1.8 1.8 3 2 in. SS 34.8 (884) 25 (635) 31 (14) 300 1.00 (0.75) 1 230 240 10.1 10.1 4 2 in. SS 27.0 (686) 26 (660) 35 (16) 100 1.00 (0.75) 3 200 208 5.7 5.7 4 2 in. SS 26.4 (671) 26 (660) 39 (18) 300 1.00 (0.75) 3 460 480 2.2 2.2 4 2 in. SS 26.4 (671) 26 (660) 39 (18) 300 1.50 (1.11) 1 230 240 12.5 12.6 5 2 in. SS 32.5 (826) 30 (762) 41 (19) 100 1.50 (1.11) 3 200 208 7.0 7.0 5 2 in. SS 29.3 (744) 26 (660) 35 (16) 300 3.00 (2.23) 1 230 240 17.7 17.7 8 2 in. SS 43.0 (1092) 37 (940) 55 (25) 100 3.00 (2.23) 3 200 208 13.1 13.1 8 2 in. SS 43.4 (1102) 30 (762) 55 (25) 300 3.00 (2.23) 3 460 480 5.3 5.3 8 2 in. SS 40.0 (1016) 31 (787) 55 (25) 300 5.00 (3.73) 1 230 240 26.2 26.4 13 2 in. SS 65.4 (1661) 55 (1397) 64 (29) 300 5.00 (3.73) 3 230 240 16.5 16.5 13 2 in. SS 59.3 (1506) 49 (1245) 64 (29) 300 1.00 (0.75) 1 230 240 9.9 10.0 3 2 in. SS 27.0 (686) 27 (686) 34 (15) 100 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 PF100752 4' 5 PF101552 5, 6 PF300552 PF300752 PF301052 PF301552 4' 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 9 18 4 5 7 8 2 3 4 5 4 1 1/4 in. GFP 1 1/4 in. GFP 1 '/4 in. SS 1 1/4 in. GFP 1 '/4 in. GFP 1 1/4 in. GFP 1 1/4 in. GFP 2 in. SS 2 in. SS 2 in. SS 2 in. SS 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 '14 -in. NPT GFP discharge is 2 7B in. octagonal across flats; the 1 /-in. NPT 2 -in. NPT SS discharge is 2 7B in. hexagonal across flats. Discharge is female NPT threaded, U.S. nominal size, to accommodate Orenco® 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, 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 -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 kV) 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 L/sec) 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 PumpSelect 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 PF15 Series, 60 Hz, 0.3 hp IW 13 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 11 1 1 1 I I I PF10 Series, 60 Hz, 0.5 2.0 hp PF1020' - PF1010. PF1007 PF1005-FC ` w/'/4" flow controller 0 2 4 6 8 10 12 14 Flow in gallons per minute (gpm) Total dynamic head (TDH) in feet 160 140 120 100 80 60 40 20 PF15 Series, 60 Hz, 0.3 hp IW 13 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 60 Hz Models (continued) 400 350 4- c 300 f=1 - 250 -a c • 200 • 150 - 100 4- Total dynamic head (TDH) in feet 50 1 1 1 1 1 1 1 -PF2015 ... •••• PF20 Series, 60 Hz, 0.5 - 1 5 hp PF2010 13F20051 ..... ..... 0 0 450 400 350 300 250 200 150 100 50 5 10 15 20 25 30 35 Flow in gallons per minute (gpm) 40 PF5050 I I I I I I I I PF50 Series, 60 Hz, 0.5 - 5.0 hp PF5030 PF5010 ..... ..... . ....... ..... ...... PF5007 ............. ..... ... PF5005 0 10 20 30 40 50 60 70 80 90 Flow in gallons per minute (gpm) Technical Data Sheet Total dynamic head (TDH) in feet Total dynamic head (TDH) in feet 900 PF3050 800 700 600 Orenco® I I I I PF30 Series, 60 Hz, 0.5 - 5.0 hp PF3030 500 400 300 200 .... PF3020 PF30151 PF3010 - I I 100 PF3005 oo 100 90 80 70 60 50 40 30 20 10 ... .......... .... ........... ........ ' • ............ .... 5 10 15 20 25 30 35 40 45 Flow in gallons per minute (gpm) jPF7515 111111 I I I PF75 Series, 60 Hz, 1.0 - 1.5 hp PF7510 oo 10 20 30 40 50 60 70 80 90 Flow in gallons per minute (gpm) 100 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 5 of 6 Orenco° Technical Data Sheet Pump Curves, 50 Hz Models 180 Flow in gallons per minute (gpm), nominal 1.6 3.2 4.8 6.3 7.9 9.5 11 13 ■-■■■■■■-1-----3---- 160 IEU ■■■■■I•MMIMMI•=ME 140 ..111111.1.......1.11.. ■■■■■11,■■■■■■■■■■■ .E 120 MENEMOMMENNEMMEN ■■■■■■■„■■■■■■■■ 100MENEMENERNMENNE■■■■■■■■■■11,■■■■■■ s 80 ■1111®■11■■■■■■■,■■■■ foE6■■■■■'�■■■■\\■ a ra165141■11■■,■■,11■ Ta !LI 1111■■■■\ \SE\• \■■■ 20 1111■■ PF1005-FC „■■,11„■ • ■I wcontro How 1111„■■'11■ er • Immmmv■■►1■■■■ 45 40 .2 35 d E •E 30 ~ 25 as 20 E = 15 > 10 5 01 02 03 0.4 05 06 07 08 Flow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 7.9 16 24 32 40 48 56 63 525 _ a: 459 394 d 328 = H 262 a as = 197 131 R 66 09 PF50 Series, 50 Hz, 0.37 -1.11 kW PF501552� ,.I PF501052 PF500752� LPF500552 1 • 00 120 100 m E .E 80 as 60 a) E c 40 > Ta 20 Flow in gallons per minute (gpm), nominal 63 13 19 25 32 PF30 Series, 50 Hz, 0.37 -1.11 kW PF301552I .LPF3010521 -PF300752 00 30 131 7, 27 115 o 5 24 98 = .= 21 0 18 82 = H R 15 a 66 70 s s •—o 12 49 '= c as> 9 33 a as is o 6 16 I— 3 05 10 1.5 2.0 25 30 3.5 40 45 F ow in liters per second (L/sec) 0 0 06 1.2 18 24 30 36 42 48 54 60 Flow in liters per second (L/sec) JPF3005521 • 04 08 12 16 20 Flow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 10 19 29 38 48 57 67 76 86 328 = E 0 262 D 197 I- 5, m 131 'g 24 PF75 Series, 50 Hz, 0.75 kW PF751052 R 66 89 To 79 0 69 m a) 59 E = 49 I- 39 39 = 30 m 20 — a3 NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 6 of 6 Orenco Systems° Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com INFILTRATOR' water technologies Quick4 Plusu Series The Quick4 Plus Standard Chamber offers maximum strength through its two center structural columns. This chamber can be installed in a 36 -inch -wide trench. Like the original line of Quick4 chambers, it offers advanced contouring capability with its Contour Swivel Connectiono which permits turns up to 15 -degrees, right or left. It is also available in four -foot lengths to provide optimal installation flexibility. The Quick4 Plus All -in -One 12 Endcap, and the Quick4 Periscope are available with this chamber, providing increased flexibility in system configurations. Maximum Strength Quick4 Plus Standard Chamber Specifications Size 340VV x 530L x 120H (864 mm x 1346 mm x 305 mm) Effective Length 480 (1219 mm) Louver Height 80 (203 mm) Storage Capacity 47 gal (178 L) Invert Height 0.60 (15 mm), 5.30 (135 mm), 8.00 (203 mm), 12.70 (323 mm) Quick4PLUS CHAMBER SYSTEMS The Quick4® Plus Standard Chamber Quick4 Plus Standard Chamber Benefits: • Two center structural columns offer increased stability and 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 120 of cover Quick4 Plus All -in -One 12 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 construction of chamber rows with center feed, as an alternative to inletting at the ends of chamber rows • Center -feed connection allows for easy installation of serial distribution systems • Pipe connection options include sides, ends or top APPROVED in Quick4 Plus All -in -One Periscope Benefits: • Allows for raised invert installations • 180° directional inletting • 120 raised invert is ideal for serial applications Certified by the International Association of Plumbing and Mechanical i R� Officials (IAPMO) (�J Quick4 PlusU Series Quick4 Plus Standard Chamber Quick47s CHAMBER SYSTEMS 34" Quick4 Plus All -in -One 12 Endcap 48" EFFECTIVE LENGTH PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) 13" 33" FRONT VIEW Quick4 Plus All -in -One Periscope QUICK4 PLUS ALL -IN -ONE PERISCOPE /.1/ (360° SWIVEL) 12.7" INVERT 4 Business Park Road P.O. Box 768 Old Saybrook, CT 06475 INFILTRATOR° 88002210-443 6 360-577-'00' www.infiltratorwater.com water technologies SIDE VIEW INFILTRATOR WATER TECHNOLOGIES STANDARD LIMITED WARRANTY (a) The structural integrity of each chamber, endcap and other accessory manufactured by Infiltrator (Wnits0), when installed and operated in a leachfield of an onsite septic system in accordance with Infiltratorl instructions, is warranted to the original purchaser (I]Holderf) 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. Infiltratorl 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 incidental, 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 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[ 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 Infiltrator0u 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. © 2013 Infiltrator Water Technologies, LLC. All rights reserved. Printed in U.S.A. PLUS05 0713 Contact Infiltrator Water TechnologiesoTechnical Services Department for assistance at 1-800-221-4436 Orenco® 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. Orifice shield installed on lateral pipe, standard configuration Shield Orifice Cutaway view, standard configuration a a a< <R a<< t 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, 0S125, 0S150, 0S200 Product Code Diagram OS Lateral pipe size, nominal: 075 = 0.75 in. (20 mm) 100 = 1.00 in. (25 mm) 125 = 1.25 in. (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 05100 0S125 0S150 0S200 3.5 (89) 1.05 (27) 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 -0S-1 Rev. 1.1, © 09/14 Page 1 of 1