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HomeMy WebLinkAboutC1189 OWTS Design Package 3 18 1633 Four Wheel Drive Rd Carbondale, CO 81623 970-309-5259 March 18, 2016 Project No. C1189 Jeff Sabo Legacy Homes of Aspen jeff(a legacyhomesofaspen.com Subsurface Investigation and Onsite Wastewater Treatment System Design 5970 CR 109 Lot A, Snobble Exemption Garfield County, Colorado Jeff, ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 2.438 -acre property is located outside of Carbondale, in an area where OWTSs are and wells necessary. High Country Engineering has completed a report dated February 19, 2016, Grading and Erosion Control for Floodplain Development, Project Number 2161012.00. Any previous ALL SERVICE septic design should be discarded and replaced with ALL SERVICE septic design documents dated March 18, 2016. Legal Description: Section: 28 Township: 7 Range: 88 Subdivision: SNOBBLE EXEMPTION Lot: A AMENDED Parcel ID 2939-283-18-001 SITE CONDITIONS A 5 -bedroom, single-family residence currently exists on the property and is served by an existing OWTS. There is a desire to remodel the residence, and to upgrade the existing OWTS. A private well exists on the property. The well is located a minimum of 50 -feet from the proposed septic tank and a minimum of 100 -feet from the proposed soil treatment area (STA). An unlined pond exists to the east of the proposed STA. The pond is located a minimum of 50 -feet from the infiltrative area of the proposed STA. A portion of the STA will be located in the flood plain. The infiltrative area will be mounded. Please refer to High Country Engineering report dated February 19, 2016, Grading and Erosion Control for Floodplain Development, Project Number 2161012.00. The proposed STA is relatively flat and is in a natural clearing with native grasses and a few large trees (spruce and cottonwood) located to the south of the proposed STA. Page 2 SUBSURFACE The subsurface was investigated on December 13, 2015 by digging one soil profile test pit excavation (Test Pit). Only one Test Pit was excavated due to the presence of groundwater in the Test Pit. A visual soil analysis was completed by Carla Ostberg at the time of excavation.' The soil was very wet to saturated, and the existing soil treatment area was encountered. The materials encountered in the Test Pit consisted of dark brown, moist, organic topsoil to 1.5 -feet, underlain with medium brown, moist, loamy sand to 3 -feet, underlain by a gray, moist to saturated organic horizon (which is likely the existing STA) to 4 -feet, underlain by gravel and cobbles to a maximum depth explored of 6 -feet. Groundwater entered the pit at approximately 3 -feet below grade at the time of excavation. Given the location of the flood plain, the proximity to the river, and time of year, we estimate high seasonal groundwater at the ground surface. STA sizing is based on sand filter material (unlined sand filter). A long term acceptance rate (LTAR) of 1.0 gallons per square foot will be used to design the OWTS, in accordance with Section 43.11 C.c. presented in the Garfield County On -Site Wastewater Treatment System Regulations, adopted April 14, 2014. Test Pit Profile pit Note groundwater entering pit at approx. 3' Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Backfill, very wet 0. y 4 '}��1eY•�- View of profile pit and edge of bank DESIGN SPECIFICATIONS Page 3 There will be 5 -bedrooms in the main house and a detached accessory structure with pluming. The OWTS will be sized based on 6 -bedrooms. Design Calculations: 3 bedrooms x 75 gallons/person/day x 2 people/bedroom = 450 + [3 x 75 gal (4th - 6th bedrooms)] = 675 gal/day Septic Tank sizing for 6 bedrooms = 1750 gallons minimum + 250 gallons for pump Sand Filter Material = 1.0 gallons/ SF / day Approximate footprint of infiltrative area = 12' x 57' Height of mound = 18" replacement of topsoil layer with sand filter material + 3' sand filter material + 1' pipe and gravel + 1' topsoil = 5' Approximate footprint of basal area of mound based on height to infiltrative area of 5' = 27' x 87' The installation will include one 2000 -gallon septic tank with an Orenco® Biotube Pump Vault and an Orenco® PF5005 pump in the second compartment of the septic tank. The floats should be set to dose approximately 90 gallons each pump cycle. The control panel for the pump must be located within line of sight of the septic tank. Page 4 Effluent will be pressure dosed through a 1.5 -inch diameter pump line to a mounded unlined sand filter. The mound will be positioned against the existing 6 -foot high bank to blend the mounded area into the topography on the property. The topsoil horizon (18 -inches) must be scraped from the base of the 12' x 57' mound and replaced with sand filter material. The mound will consist of a minimum of 3 -feet of sand filter material above native grade. Sand filter material must be clean, coarse sand, all passing a screen having four meshes to the inch. The sand must have an effective size between 0.25 and 0.60 mm. The uniformity coefficient must be 4.0 or less. Material meeting ASTM 33, for concrete sand, with one percent or less fines passing 200 mesh sieve may be used. Pipes used to disperse the effluent must be surrounded by washed coarse screened gravel or crushed stone. All of the gravel or stone must pass a 2'/2 -inch screen and must be retained on a 3/4 -inch screen. The manifold must be 1.5 -inches in diameter. Laterals must be 1.25 -inches in diameter with 1/8 -inch diameter orifice holes facing down, spaced 3 -feet on center. Each 1.25 -inch diameter lateral must end in a sweeping ell facing up with a ball valve for flushing. A soil separation fabric should be placed over the gravel layer followed by approximately 1 -foot of topsoil or other suitable soil able to support vegetative growth. The mound must have a minimum 3:1 slope (horizontal: vertical); therefore, the basal area will extend 15 - feet beyond the sand filter on all sides, with the exception of the side of the mound bordered by the existing bank. Proposed disturbed areas below elevation 6088' are to be armored with All American Green SC250 erosion fabric covered with 3 -inches of topsoil and reseeded with native grasses. Reference High Country Engineering report dated February 19, 2016, Grading and Erosion Control for Floodplain Development, Project Number 2161012.00. 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, alternating 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. Page 5 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. 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MMINIMM F1 111111111111111111111111111r �ha 10 20 30 40 50 Net Discharge (gpm) Pu m p Data PF5005 High Head Effluent Pump 50 GPM, 1/2HP 11 5/230V 10 60Hz, 2 001230V 3 0 60Hz 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 60Hz, 200/460V 30 60Hz PF5015 High Head Effluent Pump 50 GPM, 1-1/2HP 230V 10 60Hz, 200V 30 60Hz Legend 60 70 System Curve: Pump Curve: Pump Optimal Range Operating Point() Design Point() 80 Item # 2000T-2CP-HH 2000 Gallon Top Seam Two Compartment with High Head Pump DESIGN NOTES • Design per performance test per ASTM C1227 • Top surface area 87.75 ft2 • f'c @ 28 days; concrete = 6,000 PSI Min. Installation: • Tank to be set on 5" min. sand bed or pea gravel • Tank to be backfilled uniformly on all sides in lifts less than 24" and mechanically compacted • Excavated material may be used for backfill, provided large stones are removed • Excavation should be dewatered and tank filled with water prior to being put in service for installation with water table less than 2' below grade • Meets C1644-06 for resilient connectors • Inlet and Outlet identified above pipe • Delivered complete with internal piping • Secondary safety screen available with PVC riser ALLOWABLE BURY (Based on Water Table) WATER TABLE ALLOWABLE EARTH FILL 0'-0" 3'-0" 1' — 0" 3' — 0" 2'-0" 4'-0" 3'-0" 4'-0" DRY 4' — 0" 5 VVi es to 7 Panel_ LJ V* Min. 24" Height uick Disconnect mall Valve 4 *Service contracts available for maintenance* Digging Specs Invert Dimensions Min. 15' Long x 8' Wide Inlet Outlet Length Width Height Inlet Side Outlet Total 157" Pump: • Lowers TSS and improves effluent quality to field • Easiest pump system to maintain on the market • Complete installation (wiring, panel, mounting and start-up procedures) • Complete warranty Net Capacity Net Weight 7 Lid Tank 1 Total 56" below inlet 56" 73" 162" 78" 92" 1559 gal 507 gal 2066 gal 5420 lbs 15530 lbs 21150 lbs Wastewater (719) 3954764 p280050. 80 5 Co. Rd. 317 IFVALLEY • Pdums Fax: (719) 395-3727 Buena Visa, CO81211 PRECAST, Inc. • Service Website: www.valleyprecastaom Email: frontdesk c©valleyprec astcom Orenco® Technical Data Sheet Biotube® ProPak Pump PackageTM 60 -Hz Series Pump Packages Float External splice box Optional; internal splice box comes standard.) Control panel Riser lid (not included) • bracket Support pipe Pump vault Float stem Floats Float collar Vault inlet holes 4 -in. (100 -mm) turbine effluent pump Biotube® filter cartridge Riser (not included) Discharge assembly Pump liquid end Pump motor Biotube® ProPakTM pump package components. General Orenco's Biotube® ProPar 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 0 = cam lock MFV = non -mercury float Control panel application: DD = demand -dosing TDA = timed -dosing, analog timer TDD = timed dosing, digital timer, elapsed time meter & counters Pump flow rate, nominal: 20 = 20 gpm (1.3 Usec) 30 = 30 gpm (1.9 Usec) 50 = 50 gpm (3.2 Usec) Biotube® ProPak® pump vault Orenco Systems° Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD -BPP -1 Rev. 1.2, © 08/14 Page 1 of 4 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) y E C . �— ,c, I4CD ,0 RN 0o� I I A C B H 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 Usec) It4zD sg aoo on 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 Orenco® 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 (PEED 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 (kW) Design Rated Min liquid flow amps cycles/day level, in. (mm) 2 0.5 (0.37) 12.3 300 18 (457) 0,5 (0.37) 11.8 300 20 (508) 0.5 (0.37) 12.1 300 24 (610) 1 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 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 a) a) 120 c p 100 1— C6 z 80 • �_ E 60 0 40 20 Flow in liters per second (L/sec) 0.63 1.26 1.89 2.52 3.15 3.79 4.42 PF 2005111 —1PF 300511 PF 500511 1 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® Te nical 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 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 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 Control panel, demand -dose LI) Control Panel (Timed Dose) Orenco's ProPak timed dose control panels are specifically engineered for the ProPak pump package and are ideal for applications such as timed dosing from a septic tank into a pressurized drainfield or mound. Analog or digital timers are available. Materials of Construction Enclosure UV -resistant fiberglass, UL Type 4X Hinges Stainless steel Dimensions, in. (mm) A - Height 11.5 (290) B - Width 9.5 (240) C - Depth 5.4 (135) Specifications Panel ratings Dual -mode 1 a. Analog timer (not shown) 120 V, 3/4 hp (0.56 MN), 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 Stu 1 Rei 1."0114,' 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 Shee. 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 S�® C US LR80980 LR2053896 Discharge Connection — Bypass Orifice Suction Connection Powered by Franklin Electric Features/Specifications To specify this pump for your installation, require the following: • Minimum 24-hour run -dry capability with no deterioration in pump life or performance* • Patented 1/8 -inch (3 -mm) bypass orifice to ensure flow recirculation for motor cooling and to prevent air bind • Liquid end repair kits available for better long-term cost of ownership • TRI-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 (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 (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 = Y2 hp (0.37) 10 = 1 hp (0.75) 20 = 2 hp (1.50) 50 = 5 hp (3.73) Pump, PF Series Y2 -hp (0.37k1M only '220 volts for 50 Hz pumps ,Note: 20 -foot cords are available only for single-phase pumps through 1-11 hp Orenco Systems° Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 1 of 6 Orenco® Technical Data Sheet Specifications, 60 Hz Pump Model R+ ) O • 0. c• d , a �^ lco C 'y d _ - a 2 > ¢ c R Length, in. (mm) 0 Y_ 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 1/4 in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF100712 4,5 10 (0.6) 0.75 (0.56) 1 230 240 8.3 8.3 8 1 1/4 in. GFP 25.9 (658) 17 (432) 30 (14) 300 PF10073200 4, 5 10 (0.6) 0.75 (0.56) 3 200 208 5.1 5.2 8 1 1/ in. GFP 25.4 (645) 17 (432) 31 (14) 300 PF101012 5' 6 10 (0.6) 1.00 (0.75) 1 230 240 9.6 9.6 9 1 1/4 in. GFP 27.9 (709) 18 (457) 33 (15) 100 PF10103200 5' 6 10 (0.6) 1.00 (0.75) 3 200 208 5.5 5.5 9 1 1/4 in. GFP 27.3 (693) 18 (457) 37 (17) 300 PF102012 5, 6, 7, 8 10 (0.6) 2.00 (1.49) 1 230 240 12.1 12.1 18 1 1/4 in. SS 39.5 (1003) 22 (559) 48 (22) 100 PF102032 5'6'8 10 (0.6) 2.00 (1.49) 3 230 240 7.5 7.6 18 1 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 1/4 in. SS 37.9 (963) 20 (508) 44 (20) 300 PF150311 15 (1.0) 0.33 (0.25) 1 115 120 8.7 8.8 3 1 1/4 in. GFP 19.5 (495) 15 (380) 23 (10) 300 PF150312 15 (1.0) 0.33 (0.25) 1 230 240 4.4 4.5 3 1 1/4 in. GFP 19.5 (495) 15 (380) 23 (10) 300 PF200511 20 (1.3) 0.50 (0.37) 1 115 120 12.3 12.5 4 1 1/ 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 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 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 14 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 1/4 in. GFP 27.8 (706) 20 (508) 33 (15) 300 PF201512 4,5 20 (1.3) 1.50 (1.11) 1 230 240 12.4 12.6 9 1 1/4 in. GFP 34.0 (864) 24 (610) 41 (19) 100 PF20153200 4.5 20 (1.3) 1.50 (1.11) 3 200 208 7.1 7.2 9 1 1/ in. GFP 30.7 (780) 20 (508) 35 (16) 300 PF300511 30 (1.9) 0.50 (0.37) 1 115 120 11.8 11.8 3 1 1/4 in. GFP 21.3 (541) 20 (508) 28 (13) 300 PF300512 30 (1.9) 0.50 (0.37) 1 230 240 6.2 6.2 3 1 1/4 in. GFP 21.3 (541) 20 (508) 25 (11) 300 PF30053200 30 (1.9) 0.50 (0.37) 3 200 208 3.6 3.6 3 1 1/4 in. GFP 21.3 (541) 20 (508) 25 (11) 300 PF300712 30 (1.9) 0.75 (0.56) 1 230 240 8.5 8.5 5 1 1/4 in. GFP 24.8 (630) 21 (533) 29 (13) 300 PF30073200 30 (1.9) 0.75 (0.56) 3 200 208 4.9 4.9 5 1 1/4 in. GFP 24.6 (625) 21 (533) 30 (14) 300 PF301012 4 30 (1.9) 1.00 (0.75) 1 230 240 10.4 10.4 6 1 1/ in. GFP 27.0 (686) 22 (559) 32 (15) 100 PF30103200 4 30 (1.9) 1.00 (0.75) 3 200 208 5.8 5.8 6 1 1/4 in. GFP 26.4 (671) 22 (559) 33 (15) 300 PF301512 4'5 30 (1.9) 1.50 (1.11) 1 230 240 12.6 12.6 8 1 1/4 in. GFP 32.8 (833) 24 (610) 40 (18) 100 PF30153200 4'5 30 (1.9) 1.50 (1.11) 3 200 208 6.9 6.9 8 1 1/4 in. GFP 29.8 (757) 22 (559) 34 (15) 300 PF301534 4, 5 30 (1.9) 1.50 (1.11) 3 460 480 2.8 2.8 8 1 1/ in. GFP 29.5 (685) 22 (559) 34 (15) 300 PF302012 5'6'7 30 (1.9) 2.00 (1.49) 1 230 240 11.0 11.0 10 1 1/4 in. SS 35.5 (902) 26 (660) 44 (20) 100 PF30203200 5' 6 30 (1.9) 2.00 (1.49) 3 200 208 9.3 9.3 10 1 1/4 in. SS 34.0 (864) 24 (610) 41 (19) 300 PF303012 5,6,7,8 30 (1.9) 3.00 (2.23) 1 230 240 16.8 16.8 14 1 1/4 in. SS 44.5 (1130) 33 (838) 54 (24) 100 PF303032 5' 6' 8 30 (1.9) 3.00 (2.23) 3 230 240 10.0 10.1 14 1 1/4 in. SS 44.3 (1125) 27 (686) 52 (24) 300 PF305012 5'6'7'8 30 (1.9) 5.00 (3.73) 1 230 240 25.6 25.8 23 1 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 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 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 Technical Data Sheet Specifications, 60 Hz (continued) Pump Model c) 0) g,_ • ays 0) C co 15 61 ra 47 NN N R C • g j =- c. a z> Q a E X 6) E N .y R 07 tR. R 0 E Length, in. (mm) Orenco® Y_ .0 Rated cycles/day PF500734 PF501012 PF50103200 PF501034 PF5015124 PF501532004 PF503012 PF50303200 4, 5, 8 PF503034 4' 5, 8 PF505012 5,6,7,8 PF505032 5,6,7,8 PF751012 PF751512 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 75 (4.7) 75 (4.7) 0.75 (0.56) 1.00 (0.75) 1.00 (0.75) 1.00 (0.75) 1.50 (1.11) 1.50 (1.11) 3.00 (2.23) 3.00 (2.23) 3.00 (2.23) 5.00 (3.73) 5.00 (3.73) 1.00 (0.75) 1.50 (1.11) 3 460 1 230 3 200 3 460 1 230 3 200 1 230 3 200 3 460 1 230 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 2 in. SS 4 2 in. SS 4 2 in. SS 5 2 in. SS 5 2 in. SS 8 2 in. SS 8 2 in. SS 8 2 in. SS 13 2 in. SS 13 2 in. SS 3 2 in. SS 4 2 in. SS 34.8 (884) 27.0 (686) 26.4 (671) 26.4 (671) 32.5 (826) 29.3 (744) 43.0 (1092) 43.4 (1102) 40.0 (1016) 65.4 (1661) 59.3 (1506) 27.0 (686) 33.4 (848) 25 (635) 26 (660) 26 (660) 26 (660) 30 (762) 26 (660) 37 (940) 30 (762) 31 (787) 55 (1397) 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 PF100752 4' 5 PF101552 5, 6 PF300552 PF300752 PF301052 PF301552 4'5 PF500552 PF500752 PF501052 PF501552 PF751052 10 (0.6) 10 (0.6) 10 (0.6) 30 (1.9) 30 (1.9) 30 (1.9) 30 (1.9) 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 75 (3.2) 0.50 (0.37) 0.75 (0.56) 1.50 (1.11) 0.50 (0.37) 0.75 (0.56) 1.00 (0.75) 1.50 (1.11) 0.50 (0.37) 0.75 (0.56) 1.00 (0.75) 1.50 (1.11) 1.00 (0.75) 220 220 220 220 220 220 220 220 220 220 220 220 230 230 230 230 230 230 230 230 230 230 230 230 3.9 4.1 6.2 6.2 10.5 11.4 4.1 6.1 7.4 9.3 4.0 6.3 7.3 9.1 7.3 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 '/4 in. GFP 1 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 1A -in. NPT GFP discharge is 2 7B in. octagonal across flats; the 1 '1A -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 2 143 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 (PEEN Diffusers Glass -filled PPO (Noryl GFN3) Impellers Celcon® acetal copolymer on 10-, 20, and 30-gpm models; 50-gpm impellers are Noryl GFN3 Intake screen Polypropylene Suction connection Stainless steel Drive shaft 7/16 inch hexagonal stainless steel, 300 series Coupling Sintered stainless steel, 300 series Shell Stainless steel, 300 series Motor Franklin motor exterior constructed of stainless steel. Motor filled with deionized water and propylene glycol for constant lubrication. Hermetically sealed motor housing ensures moisture -free windings. All thrust absorbed by Kingsbury -type thrust bearing. Rated for continuous duty. Single- phase motors and 200 and 230 V 3-phase motors equipped with surge arrestors for added security. Single-phase motors through 1.5 hp (1.11 kW) have built-in thermal overload protection, which trips at 203-221° F (95-105° C). Using a Pump Curve A pump curve helps you determine the best pump for your system. Pump curves show the relationship between flow (gpm or Usec) and pressure (total dynamic head, or TDH), providing a graphical representation of a pump's optimal performance range. Pumps perform best at their nominal flow rate — the value, measured in gpm, expressed by the first two numerals in an Orenco pump nomenclature. The graphs in this section show optimal pump operation ranges with a solid line. Flow flow rates outside of these ranges are shown with a dashed line. For the most accurate pump specification, use Orenco's 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 PF1503 0 0 3 6 9 12 15 18 21 Flow in gallons per minute (gpm) 24 NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 4 of 6 Orenco Systems° Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com 1 1 1 1 1 1 1 1 PF10 Series, 60 Hz, 0.5 2.0 hp PF1020 *'' - PF1010 1 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 PF1503 0 0 3 6 9 12 15 18 21 Flow in gallons per minute (gpm) 24 NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 4 of 6 Orenco Systems° Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com 60 Hz Models (continued) 400 350 4- c 300 0 250 c 200 g 150 100 ns 50 PF2015 PF20 Series, 60 Hz, 0.5 -1 5 hp PF2010 PF2005 • 0 0 450 400 re 350 c 300 G H 250 m E 200 = 150 R 100 4- H 50 10 15 20 25 30 35 Flow in gallons per minute (gpm) 40 PF5050 I I I I 1 I 1 I I PF50 Series, 60 Hz, 0.5 - 5.0 hp PF5030 PF5015 PF5010 PF5007 PF5005 0 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 900 800 700 600 500 400 300 200 100 Orenco° _ PF3050 PF30 Series, 60 Hz, 0.5 - 5.0 hp PF3030 PF3020 PF3015 -1 PF3010 PF3007 I .. PF3005 o0 5 10 15 20 25 30 35 40 45 Flow in gallons per minute (gpm) 100 90 80 70 60 50 40 30 20 10 JPF7515 1111111 III PF75 Series, 60 Hz, 1.0 - 1.5 hp PF7510 1 Ii 0 0 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® Pump Curves, 50 Hz Models 180 Flow in gallons per minute (gpm), nominal 1.6 3.2 4.8 63 7.9 9.5 11 13 ■■■■■■■■-1-----3---- 160 EnIEI■■■■■I•I•MII•�I•I•�1 11■■■■■■■■■■■■■■■■ 1140 ■■■■■�,■■■■■■■■■■ E .= 12EMMEMMENNEMENNE 0 ■■ ■ ■■ "■■■■■■■ 100 17_■■■■■■■■■■. ....■ y PF100752 •2 ■11�■��■■■■■■■,■■■ E 80 60 ���PPFF■ 52.52E�■■■\1\■_■■■EM■■ -" L1>}0}}f11rr1■■■■■■,,■■■i.■ Ts =111111111111:29111=N3== gam■■■■u■o\Es\AM■Eu■■ 20 ■■■■ w/ 6mm flow ■■M■■N■■ controller 1.116====1111M1=11 45 40 35 •E 30 ~ 25 a as 20 U E c 15 > f° 10 5 01 02 0.3 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 =c 459 394 d 328 H 262 cc as 197 •E as 131 -a> s 09 PF50 Series, 50 Hz, 0.37 -1.11 kW PF501552I LPF501052 -]PF5007521 J,PF500552 L 00 66 120 100 d E .E 80 H as 60 E = 40 20 Flow in gallons per minute (gpm), nominal 63 13 19 25 32 PF30 Series, 50 Hz, 0.37 -1.11 kW {PF301552� PF3010521 -IPF300752 PF300552J . 00 30 131 R 27 N 115 o m 24 c y = 21 98 (L) c o 18 82 = H R 15 a) 66 R t z •L 12 49• c as> 9 33 m io 6 0 16 1— 3 05 10 15 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) 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 c E c 262 c 197 F— a m r 131 •E 24 PF75 Series, 50 Hz, 0.75 kW PF7510521 as 66 89 m c 79 E 69 d 59 'c 49 I- 39 39 as c 30 as 20� m 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