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Subsurface Investigation and OWTS System Design 03.15.2016
our ALL . Wheel Carbondale, 81623 P March 15, 2016 Habitat for Humanity c/o Dana Dalla Betta habitat.dana( gmai1.cam Subsurface Investigation and Onsite Wastewater Treatment System Design Habitat for Humanity ReStore 2.0 Lot 4, Fyrwald Exemption Garfield County, Colorado Dana, Project No. C1136 ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject property. The OWTS design dated April 11, 2015 should be discarded as the site plan and development have changed. The proposed OWTS will serve plumbing fixtures including a restroom with a toilet and lavatory, a kitchen sink and dishwasher, and mop sink for use by (12) 8 -hour shift employees/day. There will also be restrooms with a toilet and lavatory available for use by customers of the ReStore. The property is located outside of Glenwood Springs, in an area where OWTSs and wells are necessary. Legal Description: Lots 1-4, Amended Fyrwald Exemption Plat SITE CONDITIONS The property is currently undeveloped. A ReStore warehouse is proposed. A well is located along the northern property boundary. A minimum 100 -foot setback will be maintained for the proposed soil treatment area (STA) and minimum 50 -feet to the proposed septic tank. The proposed STA location has Tess than a 5% slope across the proposed STA. This area will be leveled and the infiltrative area placed no more than 1 -foot below native grade. The area will be adjacent to the parking lot and protected from traffic. The infiltrative area will be located a minimum of 10 -feet from the property line. An abandoned irrigation ditch runs along the east property boundary. No water runs though this channel. There are potential additional residential units contemplated for development on the adjoining property located south of the subject property. If developed, these units will be served by a separate OWTS. Page 2 SUBSURFACE The subsurface was investigated on March 4, 2016 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.' Other test pits have been excavated on the property and have been identified on previous designs as Test Pits 1, 2, 3, and 4. Test Pits excavated in the area of this proposed OWTS have been identified as Test Pits 5 & 6. The materials encountered in Test Pit #5 consisted of moist, dark brown loam topsoil to a depth of 2 -feet, underlain by slightly moist, light brown silty loam to a depth of 5 -feet, underlain by slightly moist, light brown silty loam with greater than 50% rock (4 to 12 -inch diameter cobbles) to a maximum depth explored of 8 -feet. No bedrock or groundwater was encountered. The materials encountered in Test Pit #6 consisted of moist, dark brown loam topsoil to a depth of 2.5 -feet, underlain by slightly moist, light brown silty loam to a depth of 5.5 -feet, underlain by slightly moist, light brown silty loam with greater than 50% rock (4 to 12 -inch diameter cobbles) to a maximum depth explored of 8 -feet. No bedrock or groundwater was encountered. A tactile analysis of the soils was taken from Test Pit #5 at approximately 18 -inches below grade and another from approximately 3 -feet below grade. Both soil samples formed a ball and a ribbon less than 1 -inch in length before breaking. The soil at 18 -inches had both a smooth and gritty texture. The soil at 3 -feet below grade had smooth texture. Soil structure shape was blocky, soil structure grade was moderate, and consistence was friable. STA sizing is based on Soil Type 2, Loam to Silt Loam with blocky structure type and moderate structure grade. 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. Test Pits #5 and #6 'Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. 1: Loamy topsoil 2: Silty Loam 3 & 4: Beginning of rocky horizon at 5 feet in Test Pit #5 and 5.5 feet in Test Pit #6 DESIGN SPECIFICATIONS 1 [ 2 3 4 Page 3 The OWTS design is based on 12 employees working 8 -hour shifts in the warehouse and customers shopping in the retail space. Plumbing fixtures in the warehouse will include two restrooms with a toilet and lavatory, a kitchen sink, dishwasher, and mop sink for the employees and two restrooms with toilets and sinks for customers. An average daily wastewater flow of 500 GPD will be used. Design Calculations: 12 employees x 15 gal/employee = 180 GPD Estimated flow for restrooms serving customers = 320 GPD 180 GPD + 320 GPD = 500 GPD LTAR = 0.6 GPD/SF 500 GPD / 0.6 GPD/SF x 1.0 (pressure dosed bed) x 0.7 (chambers) = 583 SF The system installation will include a new 1250 -gallon, two-compartment concrete septic tank with an Orenco® ProPak pumping system and PF5005 pump in the second compartment of the septic tank. The control panel for the pump must be located within line of sight of the septic tank. Prior to ordering the pumping package, elevations and distance from the septic tank to the manifold must be verified. This office must be contacted to assure all parameters align with the proper pump package. Page 4 A Schedule 80, 2 -inch diameter pump line will exit the pump chamber of the septic tank. This line must have a minimum of 1% grade to the chamber bed manifold. This pump line will run under a parking area, subject to vehicle traffic. This line must be properly graded with sufficient fall for complete drainage of pump line after each pump cycle, the trench must be well -bedded with screened rock to protect against compaction and settling, and covered with Blue Board insulation to protect from freezing. Effluent will be pressure dosed to bed consisting of four rows of 13 `Quick 4' Infiltrator® chambers with 1.5 -inch in diameter laterals suspended with zip ties from the underside of the chambers. Chambers must be placed no more than 1 -foot below native grade. Chambers will be connected with a 1.5 -inch diameter level manifold. Laterals will have 5/32 -inch diameter orifices facing up, with the exception of the first and last holes facing down for drainage. The holes 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 in all four corners of each bed. Ports may be cut to grade and covered with a valve box for access. Tracking of water usage is REQUIRED to assure flows from the warehouse remain below the design flow. We recommend weekly readings to assure accurate estimates of average daily flows. Various types of water meters are available. Specifications for water meters are enclosed. If at any time average daily flows exceed 500 GPD, this office must be contacted. For large events outside of normal customer -based operations, we strongly recommend port -a -potties to accommodate excess usage. We also strongly recommend reserving area in the case additional infiltrative area is necessary in the future. This area should not be subject to traffic or storage of heavy items. 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 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, altemating STAs, and any other components needing maintenance. Geo -fabrics or plastics should not be used over the absorption area. 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. 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 Page 5 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, air release valves and 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 Carla Ostberg, MPH, REHS N 0' 50' 100' Scale: 1" = 100'-0" DESIGN 12 OFFICE EMPLOYEES 15 GAUPERSON/DAY x 12 EMPLOYEES = 180 GAL/DAY RETAILIWAREHOUSE SPACE ESTIMATED 320 GAUDAY WASTEWATER FLOW = 180 GAL/DAY + 320 GAUDAY = 500 GAUDAY TANK: 500 GAL/DAY x 48 HOUR RETENTION TIME = MIN. 1000 GALLONS USE 1250 -GALLON, TWO-COMPARTMENT SEPTIC TANK WITH PUMP SOIL TREATMENT AREA (STA): LONG TERM ACCEPTANCE RATE (LTAR) = 0.6 GAL/ SQ FT CALCULATED STA = Q/LTAR = 500 / 0.6 = 833 SF PRESSURE DOSED CHAMBER BED = 833 SF X 1.0 X 0.7 = 583 SF 583 SF / 12 SF / CHAMBER = 49 CHAMBERS FOUR ROWS OF 13 'QUICK 4' INFILTRATOR CHAMBERS TOTAL 52 CHAMBERS = 624 SF LOCATIONS OF OWTS COMPONENTS ARE APPROXIMATE. IT IS THE PROPERTY OWNERS DUTY TO ENSURE ALL CONSTRUCTION AND IMPROVEMENTS LOCATIONS ARE ACCURATE. ALL SETBACK DISTANCES SHOULD BE CONFIRMED PRIOR TO EXCAVATION. DRAWINGS MUST BE USED IN CONJUNCTION WITH DESIGN LETTER DATED 03/15/16 LOT 1 s;=CTTOr4 6 LOT 1 SECTION 7 SITE PLAN 1' - lar -0" ALL suui�i 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com Habitat for Humanity Restore 2.0 Lot 4, Fyrwald Exemption Garfield County, Colorado Project Number: C1136 Date: 03/15/16 Designed By: CBO Reviewed By: RHP Drawn By: ANG W1.0 Sheet 1 of 1 N 0' 5' 10' Scale: 1" = 10'-0" 1.5 " DIA SCH-40 LEVEL NIFOLD 1 1 IMOa� NMI 111111111 NM IRO • • • • 2" I HA SCH-80 PUMP UNDER DRIVEWA (MIN. 1% SLOPE) 1.0' DIA SC LATRALS WI ORIFICES FACIN O.C. FIRST AND LA T ORIFICESSMUST FA DOWN FOR DRAINAG 1250 -GALLON, TWO-COMPAR 1�1: CONCRETE SEP WITH 'ORENCO' U PACKAGE NT, TANK P • 'QUICK -4' CHAMBER BED. 4 ROWS OF 13 CLAMBERS 624 SF INSPECTION PART AT EACH CORNER OF STAIN QHAMBER END CAP! END EACH LATERAL IN A 91� SWEEPING ELL FACING LIP WITH A BAN, VALVE IN VA;LVE BOXACCES :LE AT GRADE BE INSTALLED M OF 5' [(ROM NG FOUNdATION 4" DIA WITH DO CLEANOUT TO TANK) :W- LINE EP 2% SLOPE PORPOSED OWTS ALL iIIVICi 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com Habitat for Humanity Restore 2.0 Lot 4, Fyrwald Exemption Garfield County, Colorado Project Number: C1136 Date: 03/15/16 Designed By: CBO Reviewed By: RHP Drawn By: ANG W2.0 Sheet 2 of 4 4'A 12" OF TOPSOIL TO BE PLACED ON TOP OF MOUND TO PROMOTE RE -VEGETATION NATIVE GRADE 4" DIA SDR -35 INSPECTION PORT IN CHAMBER END CAP AT EACH CORNER OF STA. MAY BE CAPPED AND INSTALLED BELOW GRADE IN A VALVE BOX GRAVELLESS 'QUICK -4' STANDARD CHAMBER BED MUST BE LEVEL 1.5" DIA SCH-40 PVC LATERALS WITH 5/32" ORIFICES FACING UP AT 3' O.C. FIRST AND LAST ORIFICES MUST FACE DOWN FOR DRAINAGE. END LATERALS IN A 90° SWEEPING ELL FACING UP WITH A BALL VALVE IN A VALVE BOX ACCESSIBLE AT GRADE 1 12' 18' 0 STA SECTION HOT TO SCALE 1.5" DIA SCH-40 ---1~ LEVEL MANIFOLD 2" DIA SCH-80 PUMP LINE r 2' { i IN. CHAMBERS PLACED NO MORE THAN 1' BELOW NATIVE GRADE SILT LOAM SOIL WITH >50% ROCK SCARIFY SURFACE 0 MOUND LIMITS MIN. 3:1 SLOPE 0 STA - 52 CHAMBERS STA PLAN NOT 10 SCALE C3, QUICK4(TM) END CAPS INFILTRATOR(R) QUICK(TM) CHAMBERS, 3' X 4' 1.5" DIA SCH-40 PVC LATERALS WITH 5/32" ORIFICES FACING UP AT 3' O.C. FIRST AND LAST ORIFICES MUST FACE DOWN FOR DRAINAGE. END LATERALS IN A 90° SWEEPING ELL FACING UP WITH A BALL VALVE IN A VALVE BOX ACCESSIBLE AT GRADE ALL 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com Habitat for Humanity Restore 2.0 Lot 4, Fyrwald Exemption Garfield County, Colorado Project Number. C1136 Date: 03/15/16 Designed By: CBO Reviewed By: RHP Drawn By: ANG W3.0 Sheet 3 of 4 SLIP-ON PVC CAP DO NOT GLUE INSULATED COPPER TRACER WIRE 4" DIA SDR -35 SEWER LINE FINISHED GRADE 'n' TO TANK TO BLDG ()STA SECTION NOT fo sCul 1- w w u- 1- a w 0 - 0 - 1 — 2 — 3 — 4 — 5 --6 — 7 — 8 — 9 — 10 SMALL VALVE COVER BOX OR IRRIGATION VALVE BOX AT GRADE ATTACH CAP OR THREADED CLEANOUT ASSEMBLY COMPACT SOIL BASE TO SUPPORT BOX USE HOLE SAW TO CUT THRU TOP OF END PLATE SOIL PROFILE TEST PIT NO. 5 2' MOIST, DARK BROWN LOAM (TOPSOIL) 4" PVC PIPE CUT TO FIT INSPECTION PORT DETAIL NOT ?o SCAlf SLIGHTLY MOIST, LIGHT BROWN SILT LOAM TO 5' SLIGHTLY MOIST, LIGHT BROWN SILT LOAM WITH 4 - 12" DIAMETER COBBLES (GREATER THAN 50%) NO GROUNDWATER OR BEDROCK ENCOUNTERED DURING EXCAVATION LEGEND Pci n topsoil silt loam 0 SOILS LOGS HOT TO scu@ FINAL 7" DIA VALVE BOX WITH SECURED LID GRADE=lllElll 0 FLUSHING DETAIL '�J NOT TO SCFE' SOIL PROFILE TEST PIT NO 6 7.71.7 2.5' MOIST, DARK BROWN LOAM (TOPSOIL) SLIGHTLY MOIST, LIGHT BROWN SILT LOAM TO 5.5' SLIGHTLY MOIST, LIGHT BROWN SILT LOAM WITH 4 - 12" DIAMETER COBBLES (GREATER THAN 50%) 1.5" PVC SLIP X MALE PIPE THREAD ADAPTOR W/CAP 1.5" DIA BALL VALVE 1.5" DIA PVC LONG SWEEP 90° BEND IN-SITU SOIL ALL SIBYIq 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com T Habitat for Humanity Restore 2.0 Lot 4, Fyrwald Exemption Garfield County, Colorado Project Number: C1136 Date: 03/15/16 Designed By: CBO Reviewed By: RHP Drawn By: ANG W4.0 Sheet 3 of 4 Pump Selection for a Pressurized System - Commerical Project Habitat for Humanity / ReStore 2.0 Parameters Discharge Assembly Size 2.00 inches Transport Length 50 feet Transport Pipe Class 80 Transport Line Size 2.00 inches Distributing Valve Modd None Max Elevation Lift 2 feet Manifold Length 9 feet Manifold Pipe Class 40 Manifold Pipe Size 1.50 inches Number of Laterals per Cell 4 Lateral Length 52 feet Lateral Pipe Class 40 Lateral Pipe Size 1.50 inches Orifice Size 5/32 inches Orifice Sparing 3 feet Residual Head 5 feet Flow Meter None inches 'Add-on' Friction Losses 0 feet Calculations Minimum Row Rate per Orifice 0.68 gpm Number of Orifices per Zone 72 Total Flow Rate per Zone 48.9 gpm Number of Laterals per Zone 4 % Flow Differential 1st/Last Orifice 1.7 % Transport Veloaty 5.3 fps Frictional Head Losses Loss through Discharge Loss in Transport Loss through Valve Loss in Manifold Loss in Laterals Loss through Flowmeter Add-on' Friction Losses Pipe Volumes 4.8 feet 2.6 feet 0.0 feet 0.3 feet 0.2 feet 0.0 feet 0.0 feet Vol of Transport Line Vol of Manifold Vol of Laterals per Zone Total Volume 7.7 gals 0.9 gals 21.9 gals 30.6 gals Minimum Pump Requirements Design Flow Rate Total Dynamic Head COI Orancc Sint rnax xay� d. qL. u..1rk t.w 48 9 gpm 14 9 feet Total Dynamic Head, TDH 160 140 120 100 80 60 40 20 00 10 20 30 40 50 Net Discharge (gpm) Ir+w.00r1-- Pu mp Data PF5005 High Head Effluent Pump 50 GPM, 1/2HP 11 5/233V 10 60H Z 2 00'23 0V 3 0 60 Hz PF5007 High Head Effluent Pump 50 GPM, 3/4HP 230V 10 60Hz, 200/230/460V 30 60Hz PF5010 High Head Effluent Pump 50 GPM, 1HP 230V 10 601-1A 200/460V 3060Hz PF5015 High Head Effluent Pump 50 GPM, 1-1/2HP 230V 1060Hz, 200V 30 60Hz Legend 60 70 System Curve:— Pump Curve: Pump Optimal Range Operating Point'. Design Point() 80 Item # 1250-2CP-HH 1250 Gallon Top Seam Two Compartment with High Head Pump DESIGN NOTES • Design per performance test per ASTM 61)"C1227 • Top surface area 56.25 ft2 • f'c 0 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 HEW removed Boot • 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 ,35" Top View 24" Minimum �Height Ick Disconnect II Val ALLOWABLE BURY (Based on Water Table) WATER TABLE ALLOWABLE EARTH FILL O' — 0" 2' — 0' 1'-0" 3'-0" 2' — 0" 3' — 0" 3' — 0" 4' — 0" DRY 4'— 0" *Service contracts available for melr rce• Digging Specs Invert Section View Pump: • Lowers TSS and Improves effluent quality to field • Easiest pump system to maintain on the market • Complete Installation (wing. per, mounting and start-up prncodures) • Compete warranty Dimensions 13' Long x 7' Wide Inlet Outlet! Len th Width 56" below inlet 1 56" 73" 135" 60" Net Capacity Net Weight Min. Height Unlet Side 92" 843 gal Outlet Total Lid Tank Total 416 ga 1259 gal 3120 lbs 10680 lbs 14200 lbs �PRECAST,VALLEY Water & Wastewater • Systems • Products Inc. • Service (T79) 395-8784261 Ca Rei.317 P.O. Box925 00 61211 Fax: (719) 3953727 Buena Vim, Website: www.valleypnecast.com Email: fiontdesk c�valieypt com BiotubeProPak Pump PackageTM 60 -Hz Series Pump Packages External splice box Optional; internal splice box comes standard.) Control panel Riser lid (not included) — • Riser (not 1.1 -e Float bracket Support pipe —� 4 - a included) Discharge assembly Pump vault Float stem Floats Float collar Vault inlet holes 4 -in. (100 -mm) H turbine effluent pump Biotube® filter cartridge L �i • Pump liquid end Pump motor Biofube® 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, intemal 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 o = cam lock NIFV = non -mercury float Control panel application: DD = demand -dosing 1'DA .- timed -dosing, analog timer DD .- 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 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) B 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 Biotubee 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) filler mesh available 140 gpm (8.8 Usec) .'rkzo 840 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 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 (L/sec) 20 (1.3) 30 (1.9) 50 (3.2) hp (kW) 0.5 (0.37) 0.5 (0.37) 0.5 (0.37) Design Rated flow amps cycleslday 12.3 300 11.8 300 12.1 300 Min liquid level, in. (mm) 2 18 (457) 20 (508) 24 (610) ' Discharge is female NPT threaded, U.S. nominal size, to accommodate Drenco5 discharge hose and valve assemblies. Consult your Drenco 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. 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. 140 120 100 a CO fi 80 .y ca 60 40 20 0.63 Flow in liters per second (4/sec) 1.26 1.89 2.52 3.15 3.79 4.42 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® 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 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 Enclosure 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 kW), 60 Hz; 2.5 million cycles at FLA (10 million at 50% of FLA) 2. Circuit 120 V, 10 A, OFF/ON switch, Single pole breakers 3. Toggle switch Single -pole, double -throw HOA switch, 20 A 4. Audio alarm 95 dB at 24 in. (600 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 Control panel, demand -dose 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) 2. Motor -start contactor 120-V programmable logic unit with built-in LCD screen and programming keys. Provides control functions and timing for panel operation 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 e tl it Control panel, timed -dose (digital timer model shown) NTD -BPP -1 Rev. 1.2, ® 08114 Page 4 of 4 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Orenco 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 Biotubee pump vault or after a secondary treatment system. Franklin Liquid End Franklin Super Stainless Motor c us LR80980 LR2053896 — Discharge Connection — Bypass Orifice — Suction Connection Power red 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,'S -inch (3 -mm) bypass orifice to ensure flow recirculation for motor cooling and to prevent air bind • Liquid end repair kits available for better long-term cost of ownership • TRI-SEALTM floating impeller design on 10, 15, 20, and 30 gpm (0.6, 1.0, 1.3, and 1.9 Usec) models; floating stack design on 50 and 75 gpm (3.2 and 4.7 Usec) models • Franklin Electric Super Stainless motor, rated for continuous use and frequent cycling • Type SOOW 600-V motor cable • Five-year warranty on pump or retrofit liquid end from date of manu- facture against defects in materials or workmanship ' Not applicable for 5 -hp 0,73 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):1 Blank = 10 (3) 20 = 20 (6) 30 = 30 (9) 50 = 50 (15) Voltage, nameplate: 1 = 115" 200 = 200 2 = 2301 4 = 460 Frequency: 1 = single-phase 60 Hz 3 = three-phase 60 Hz 5 = single•phase 50 Hz Horsepower (I6A : 03 = 1 lip (0 251 07 = N hp [0.56) 15='I -SS hp{1.11) 30 = 3 hp (2.24) Nominal flow, gpm (Usec): 10 = 10(0.6) 15 = 15(1.0) 20 = 20 (1.3) 30 = 30 (1.9) 50 = 50 (3.2) 75 = 75 (4.7) 05 = 1,Z hp (0.37) 10 = 1 hp (0.75) 20 = 2 hp (1.50) 50 = 5 hp (3.73) Pump, PF Series Yz-hp (0.37k) only t220 volts for 50 Hz pumps 1Nofe: 20 -foot cords are available only for single-phase pumps through 1-h 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, 0 0W14 Page 1 o16 Specifications, 60 Hz .511 LS p Fa E H •2 y � d Z 2i 22 .E Length, in. (mm) 3 .Q E Weight,' Ib (kg) Rated cycles/day Pump Model P[100511 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 'la 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 14 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 Y4 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'/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 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 'l4 in. SS 37.9 (963) 20 (508) 44 (20) 300 PF150311 15 (1.0) 0,33 (0,25) 1 115 120 8.7 8,8 3 1 Y4 in. GFP 19.5 (495) 15 (380) 23 (10) 300 PF150312 15 (1.0) 0.33 (0.25) 1 230 240 4.4 4.5 3 1 %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 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 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 '/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 1,41 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 'l4 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 '/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 Y4 in. GFP 27.0 (686) 22 (559) 32 (15) 100 PF30103200 4 30 (1.9) 1.00 (0.75) 3 200 208 5.8 5.8 6 1 '/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 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 Ya in. GFP 29.5 (685) 22 (559) 34 (15) 300 PF302012 5,63 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.° 30 (1.9) 2.00 (1.49) 3 200 208 9.3 9.3 10 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 '/a 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 14. SS 44.3 (1125) 27 (686) 52 (24) 300 PF3050125•6' 7'8 30 (1.9) 5.00 (3.73) 1 230 240 25.6 25.8 23 1 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 % 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 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) I CifG OS Pump Model m E 2 To E s E Length, in. (mm) Orencoe a Rated cycles/day PF500734 50 (3.2) PF501012 50 (3.2) PF50103200 50 (3.2) PF501034 50 (3.2) 0.75 (0,56) 1.00 (0.75) 1.00 (0.75) 1.00 (0.75) 3 460 1 230 3 200 3 460 PF5015124 50 (3.2) PF501532004 50 (3.2) PF503012 4.5.7' 5 50 (3.2) PF50303200 4, 6.8 50 (3.2) PF503034 4.5• e 50 (3.2) PF505012 5,5,7,8 50 (3.2) 1.50 (1.11) 1.50 (1.11) 3.00 (2.23) 3.00 (2.23) 3.00 (2.23) 5.00 (3.73) 1 230 3 200 1 230 3 200 3 460 1 230 PF505032 5,5,7,8 50 (3.2) PF751012 75 (4.7) PF751512 75 (4.7) 5,00 (3.73) 1.00 (0.75) 1.50 (1.11) 3 230 1 230 1 230 480 240 208 480 240 208 240 208 480 240 240 240 240 1.8 10.1 5.7 2.2 12.5 7.0 17.7 13.1 5.3 26.2 16,5 9.9 12.1 1.8 10.1 5.7 2.2 12.6 7.0 17.7 13.1 5.3 26.4 16.5 10.0 12.3 3 2 in. SS 4 2in, SS 4 2 in. SS 4 2in. SS 34.8 (884) 27.0 (686) 26.4 (671) 26.4 (671) 25 (635) 26 (660) 26 (660) 26 (660) 5 2in. SS 5 2 in. SS 8 2 in. SS 8 2 in. SS 8 2 in. SS 13 2 in. SS 32.5 (826) 29.3(744) 43.0 (1092) 43.4 (1102) 40.0 (1016) 65.4 (1661) 30 (762) 26 (660) 37 (940) 30 (762) 31 (787) 55 (1397) 13 2 in. SS 3 2 in. SS 4 2in.SS 59.3 (1506) 27.0 (686) 33.4 (848) 49 (1245) 27 (686) 30 (762) 31 (14) 35 (16) 39 (18) 39 (18) 41 (19) 35 (16) 55 (25) 55 (25) 55 (25) 64 (29) 64 (29) 34 (15) 44 (20) 300 100 300 300 100 300 100 300 300 300 300 100 100 Specifications, 50 Hz Pump Model PF100552 10 (0.6) 0.50 (0.37) 1 PF100752 4.5 10 (0.6) 0.75 (0.56) 1 PF101552 5.6 10 (0.6) 1.50 (1.11) 1 PF300552 30 (1.9) 0.50 (0.37) 1 PF300752 30 (1.9) 0.75 (0,56) 1 PF301052 30 (1.9) 1.00 (0.75) 1 PF301552 4' 5 30 (1.9) 1.50 (1.11) 1 PF500552 50 (3.2) 0.50 (0.37) 1 PF500752 50 (3,2) 0.75 (0.56) 1 PF501052 50 (3.2) 1.00 (0.75) 1 PF501552 50 (3.2) 1.50 (1.11) 1 PF751052 75 (3.2) 1.00 (0.75) 1 220 220 220 220 220 220 220 220 220 220 220 220 230 230 230 230 230 230 230 230 230 230 230 230 3.9 4.1 6 1 1/4 in. GFP 6.2 6.2 9 1 1/4 in. GFP 10.5 11.4 18 1 ',a in. SS 4.1 4.1 4 1 Yin. GFP 6.1 6.1 5 1 '/4 in. GFP 7.4 7.4 7 1 ?a in. GFP 9.3 9.3 8 1 Y4 in. GFP 4.0 4.0 2 2 in. SS 6.3 6.4 3 2 in. SS 7.3 7.4 4 2 in. SS 9.1 9.1 5 2 in. SS 7.3 7.3 4 2 in. SS 23.0 (584) 17 (432) 26 (12) 300 26.8 (658) 17 (432) 30 (14) 300 39.5 (1003) 22 (559) 46 (21) 300 22.5 (572) 19 (483) 26 (12) 300 24.8 (630) 19 (483) 29 (13) 300 28.4 (721) 20 (508) 32 (15) 100 35.4 (899) 24 (610) 40 (18) 100 20,3 (516) 25 (635) 29 (13) 300 23.7 (602) 25 (635) 31 (14) 300 27.0 (686) 26 (660) 35 (16) 100 32.5 (826) 30 (762) 42 (19) 100 30.0 (762) 27 (686) 34 (15) 100 1 GFP = glass -filled polypropylene; SS = stainless steel. The 1 34 -in. NPT GFP discharge is 2 7/8 in octagonal across flats; the 1 Y -in. NAT 2 -in. NPT SS discharge is 2 78 in. hexagonal across flats. Discharge is female NPT threaded, US. nominal size, to accommodate Orencs° 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 Biotuba ° Pump Vault or Universal Flow Inducer. In other applications, Drenco for more information. 3 Weight includes carton and 10 -ft (3-m) cord. 4 Nigh -pressure discharge assembly required. 5 Do not use carn-lock option (0) on discharge assembly. 6 Custom discharge assembly required tor these pumps, Contact Grenco. 7 Capacitor' pack (sold separately or installed in a custom conlrol panel) required for this pump. Coniact Orenco. 8 Torque locks are available for all pumps, and are sOpll9d with 3 -hp and 5 -hp pumps. S5 discharge is 2 Vb in, octagonat 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® Technics Rata 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 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 PumpSelect- software. Pump Curves, 60 Hz Models Total dynamic head (TDH) in feet 800 700 600 500 400 300 200 100 PF1020 PF10 Series, 60 Hz, 0.5 - 2.0 hp PF1010 �PF10071 �F1005iI,.�, PF1005-FCS IN/ '/e" flow controller 0 2 4 6 8 10 12 14 16 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 24 Flow in gallons per minute (gpm) PF15 Series, 60 Hz, 0.3 hp Nr\I\ NTD-PU-PF-1 Rev. 2.Z, ® 09/14 Page4ot6 Orenco Systems' Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Orencoe 60 Hz Models (continued) 400 350 as 300 0 250 200 me 150 1.6 • 100 50 0 0 5 10 15 20 25 30 35 40 Flow in gallons per minute (gpm) 900 800 kl 700 600 :a 500 a) n • 400 300 , 200 100 0 450 - 100 p�p50 PF50 Series, 60 Hz, 0.5 - 5.0 hp 400 m `A. 350 C 300 ' ▪ 250 4a w U 200 150 -03 • 100 50 0 0 10 20 30 40 50 60 70 80 90 Flow in gallons per minute (gpm) Total dynamic head (TDH) in feet 90 80 70 60 50 40 3D 20 10 0 1 1 1 1 I PF30 Series, 60 Hz, 0.5 - 5.0 hp 030211 ,P 151 _- .r...5 ................ LF3Q1Q ......,.. _ _` iF36071 ......... — —L.—... -„e " --------.....-_,_,-_-,-,:':.N.,` 0 5 10 15 20 25 30 35 40 45 Flow in gallons per minute (gpm) 1.,1W75151'••..,,,, I • PF20 Series, 60 Hz, 0.5 -1.5 hp .-• PF75 Series, 60 Hz, 1.0 - 1 RFiC.1 IIPF20101 PF7510 J { I ME PF20U51 1 - N. Orencoe 60 Hz Models (continued) 400 350 as 300 0 250 200 me 150 1.6 • 100 50 0 0 5 10 15 20 25 30 35 40 Flow in gallons per minute (gpm) 900 800 kl 700 600 :a 500 a) n • 400 300 , 200 100 0 450 - 100 p�p50 PF50 Series, 60 Hz, 0.5 - 5.0 hp 400 m `A. 350 C 300 ' ▪ 250 4a w U 200 150 -03 • 100 50 0 0 10 20 30 40 50 60 70 80 90 Flow in gallons per minute (gpm) Total dynamic head (TDH) in feet 90 80 70 60 50 40 3D 20 10 0 1 1 1 1 I PF30 Series, 60 Hz, 0.5 - 5.0 hp 030211 ,P 151 _- .r...5 ................ LF3Q1Q ......,.. _ _` iF36071 ......... — —L.—... -„e " --------.....-_,_,-_-,-,:':.N.,` 0 5 10 15 20 25 30 35 40 45 Flow in gallons per minute (gpm) 1.,1W75151'••..,,,, I 1.5 hp I PF75 Series, 60 Hz, 1.0 - PF7510 J { 1 N. 10 20 30 40 50 60 70 80 Flow in gallons per minute (gpm) 90 100 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTO-PU-PF-1 Rev. 2.2, ® 09/14 Page 5 of 6 Orencog Pump Curves, 50 Hz Models 180 160 140 E 120 100 m •4 80 e 60 a. 7Eaa. 40 20 0 45 40 Flow in gallons per minute (gpm), nominal 1.6 3.2 4.8 6.3 7.9 9.5 11 13 r PF101552 r:. PF10 Series, 50 Hz, 0.37 -1.11 kW b •PF100752r LVi5-5j1. PF1005•FC w/ 6mm flow • t �� controller 120 525 ea ,e 100 459 o m m 6r m E 394 ,a1 .5: 80 C 328 --i-. O m 60 262 Pc s r e 197 'E m 40 m a E. 131 a as ▪ E+ +- 20 66 11-z 0 0.1 0.2 03 0.4 0.5 0.6 0.7 08 0.9 Flow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 7.9 16 24 32 40 48 56 63 FF50 Series, 50 Hz, 0.37 -1.11 kW 35 FPF5015521 30 PF501052 25 ?i'• rF•41152 5 IPI5001-052 ! 1✓1 ...,....t. ............... .. 0 H -L 0 0.5 131 W 115 C 98 2 82 m 15 66 m 'e • 12 49 E as .a 9 33 b o 6 is 1_ Flow in gallons per minute (gpm), nominal 6.3 13 19 25 32 0 0 30 27 42 ▪ • 24 21 18 16 PF30 Series, 50 Hz, 0.37.1.11 kW PF301552 05-12 r•r400152• •• PF300552 N 328 O 262 197 m 131 66 0.4 08 12 1.6 2.0 24 Flow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 10 19 29 38 48 57 67 76 86 PF7sros2J PF75 Series. 50 Hz, 035 kW 89 ▪ e 79 c e 69 co 59 Q 49 04 39 c 30 et A 20 coo 10 15 2.0 2.5 30 3.5 4.0 45 0 06 12 18 2.4 30 3.6 4.2 4.8 5.4 60 Flow in liters per second (L/sec) Flow in liters per second (L/sec) NTD-PU-PF-1 Rev. 2.2, IS 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