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HomeMy WebLinkAboutOWTS System Design 03.19.2018ALL SERYICE" 33 Four Wheel Drive Rd Carbondale, CO 81623 97O-309.5259 March 19, 2018 Nona Niland nonaniland@me.com Onsite Wastewater Treatment System Design 3 -Bedroom Residence + Future 3 -Bedroom ADU 2331 CR 100 Garfield County, Colorado Nona, Project No. C1315 ALL SERVICE septic, LLC has completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 4.01 -acre property is located outside of Carbondale, in an area where OWTSs and wells are necessary. Landscaping plans have been developed which necessitated moving the proposed septic tank that will serve the main house and garage. Original design documents September 15, 2017 should be discarded and replaced with these dated March 19, 2018. Legal Description: Section: 36 Township: 7 Range: 88 A PARCEL OF LAND SITUATED IN GOVERNMENT LOT 17. AKA LOT 2 OF THE COFFMAN RANCH SUB -DIV EXEMPTION NORTH PARCEL PLAT. Parcel ID: 2393-364-00-271 SITE CONDITIONS A 3 -bedroom, single-family residence is presently developed on the property. A garage with 1/2 bath is proposed. A 3 -bedroom detached additional dwelling unit (ADU) is also proposed. The existing OWTS serving the existing residence is located in an area that will be re -developed for the proposed garage and driveway. New soil treatment areas (STAs) to serve the existing residence, garage, and the proposed ADU will be located in the southeast corner of the property, paralleling the eastern property line and driveway. There is a shared well located on the adjacent property to the east. The well is located at least 100 -feet from the proposed STAs and at least 50 -feet from the proposed septic tanks. There must be a minimum 25 -foot setback from the waterline to any OWTS component, and a minimum 50 -foot setback from the ditch to the STAs. The proposed location of the STAs is relatively flat and is vegetated with native grasses. SUBSURFACE Timberline Engineering's previous design dated May 18, 2009 documents a percolation rate of 8 minutes per inch and groundwater at approximately 4 -feet below grade. Using this information, we assume the base soils are Soil Type 1, Sand to Loamy Sand. We are proposing a mounded sand filter extending 2 -feet above the native Soil Type 1 soils. A long-term acceptance rate of 1.0 gallons/square foot will be utilized for the unlined sand filter. With 2 -feet of sand filter material above native grade, high seasonal groundwater is assumed not to exceed 1 -foot below grade. Page 2 Prior to construction of the mounded sand filter, a soil profile test pit must be excavated in the area of the STAs to verify assumptions used in this design are correct. This office must be contacted to perform these verifications. If assumptions regarding soil type or depth to groundwater are found to be incorrect, modifications must be made to the design. DESIGN SPECIFICATIONS The existing septic tank will be removed and the existing STA will be excavated in the area of the new garage, or abandoned in place where development is not occurring. The new OWTSs for the Main House and ADU are both covered in this design, although construction of the ADU will occur at a later date. Both STAs will be constructed at this time in order to complete landscaping on the property. The septic tank serving the ADU will not be installed until the ADU is constructed. Design Calculations: Average Design Flow = 75 GPD x 2 people/bedroom x 3 Bedrooms = 450 GPD LTAR = 1.0 GPD/SF 450 GPD / 1.0 GPD/SF = 450 SF Main House The new OWTS design is based on 3 -bedrooms. The toilet and sink in the garage are an auxiliary use to the main house. An average daily wastewater flow of 450 GPD will be used. The system installation will include a new 1250 -gallon, two-compartment concrete septic tank with an Orenco® Biotube Pump Vault and an Orenco® PF3005 pump in the second compartment of the septic tank. We recommend anchoring the septic tank with Deadmen because of the high seasonal groundwater table. The floats should be set to dose approximately 100 gallons each pump cycle (allowing approximately 25-30 gallons of drain back after each pump cycle). The control panel for the pump must be located within line of sight of the septic tank. We recommend Valley Precast out of Buena Vista be contracted for start-up of the pumping system. Effluent will be pressure dosed through a 1.5 -inch diameter pump line to a mounded, 10' x 45' unlined sand filter. The excavation for the sand filter will begin at approximate native grade. Vegetation should be scraped from the base of the mound. A minimum of 2 -feet of sand filter material will be installed in the mound footprint. 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. Laterals 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 %-inch screen and must be retained on a'/ -inch screen. The manifold must be 1.5 -inches in diameter. Laterals must be 1.5 -inches in diameter with 5/32 -inch diameter orifices facing down, spaced 3 -feet on center. We recommend Orenco® Orifice Shields be installed on the laterals at each orifice. Laterals will begin 3 -feet from the edges of the filter, with 2 -feet between each lateral. Each 1.5 -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 approximately 9 -feet beyond the sand filter on all sides (with a total mound height of 3 -feet above native grade). Soils in the sloped perimeter areas of the mound must be well draining and able to support vegetative growth. This soil must be approved by this office prior to installation. The mound must be crowned in a manner to promote drainage off of the STA. Page 3 ADU (FUTURE) NOTE: Only the STA for the ADU will be constructed at this time. The septic tank and pump line will be installed at time of construction of the ADU. The new OWTS design is based on 3 -bedrooms. An average daily wastewater flow of 450 GPD will be used. The system installation will include a new 1250 -gallon, two-compartment concrete septic tank with an Orenco® Biotube Pump Vault and an Orenco® PF3005 pump in the second compartment of the septic tank. We recommend anchoring the septic tank with Deadmen because of the high seasonal groundwater table. The floats should be set to dose approximately 90 gallons each pump cycle (allowing for approximately 10 gallons of drain back into the septic tank after each pump cycle). The control panel for the pump must be located within line of sight of the septic tank. We recommend Valley Precast out of Buena Vista be contracted for start-up of the pumping system. Effluent will be pressure dosed through a 1.5 -inch diameter pump line to a mounded, 10' x 45' unlined sand filter. The excavation for the sand filter will begin at approximate native grade. Vegetation should be scraped from the base of the mound. A minimum of 2 -feet of sand filter material will be installed in the mound footprint. 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. Laterals 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/ -inch screen. The manifold must be 1.5 -inches in diameter. Laterals must be 1.5 -inches in diameter with 5/32 -inch diameter orifices facing down, spaced 3 -feet on center. We recommend Orenco® Orifice Shields be installed on the laterals at each orifice. Laterals will begin 3 -feet from the edges of the filter, with 2 -feet between each lateral. Each 1.5 -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 approximately 9 -feet beyond the sand filter on all sides (with a total mound height of 3 -feet above native grade). Soils in the sloped perimeter areas of the mound must be well draining and able to support vegetative growth. This soil must be approved by this office prior to installation. The mound must be crowned in a manner to promote drainage off of the STA. 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. Page 4 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 ems, 0S-1-i6-kA8 Carla Ostberg, MPH, REHS Reviewed By: Page 5 DESIGN 3 -BEDROOM RESIDENCE(S) / MAIN HOUSE AND FUTURE ADU 75 GAL/PERSON/DAY x 2 PERSONS/BEDROOM x 3 BEDROOMS WASTEWATER FLOW = 450 GALLONS EACH OWTS TANK: 3 -BEDROOM RESIDENCE = MIN. 1000 -GALLON SEPTIC TANK USE 1250 -GALLON, TWO-COMPARTMENT CONCRETE TANK WITH PUMP IN SECOND COMPARTMENT SOIL TREATMENT AREA (STA): LONG TERM ACCEPTANCE RATE (LTAR) = 1.0 GAL/ SQ FT CALCULATED STA = Q/LTAR = 450 / 1.0 = 450 SF PRESSURE DOSED, MOUNDED, UNLINED SAND FILTER (2) 10' X 45' UNLINED MOUNDED SAND FILTERS WITH MIN. 2' SAND FILTER MATERIAL N 0' 50' 100' Scale: 1" = 100'-0" 1 EXISTIN 3-B€DQOM HOUSE AND PROPOSED GARAGE TING 1 K AND AtO BE A DOMED I C FUTURE 4 1 37$EDA r- -ADU MIN. 10'TO. ROPERTY LINE WELL WE] 50' 4 ■ 100' • SET- KS er DRAWINGS MUST BE USED IN CONJUNCTION WITH DESIGN LETTER DATED 03/19/18 n OVERALL SITE PLAN v 1:100 ALL SEINE 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com Niland Residence 2331 CR 100 Garfield County, Colorado Project Number: 1315 Date: 09/15/17 Revised: 03/19/18 Designed By: CBO Reviewed By: RHP W1.0 Sheet 1 of 4 NEW 1250 -GALLON, TWO-COMPARTMENT, CONCRETE SEPTIC TANK W/ 'ORENCO' PUMP SYSTEM. ANCHOR WITH DEADMEN J N 1 1.5" DIA SCH-40 PVC PUMP LINE (MIN. 1% DRAIN BACK TO TANK) NEW 4" DIA SDR -35 SEWER LINE WITH DOUBLE -SWEEP CLEANOUT (MIN. 2% FALL TO TANK) 0' 10' 20' Scale: 1" = 20'-0" C PROPOSED OWTS PLAN 1.5" DIA SCH-40 PVC PUMP LINE (MIN. 1% DRAIN BACK TO //' NEW 1250 -GALLON, TWO-COMPARTMENT, CONCRETE SEPTIC TANK W/ 'ORENCO' PUMP SYSTEM. ANCHOR WITH DEADMEN (TANK AND PUMP LINE TO BE INSTALLED AT THE TIME OF CONSTRUCTION OF ADU) NEW 4" O 35 SEWER LINE W T• UBLE-SWEEP CLEA7 (MIN. 2% FALL TO TANK) l 1.5" DIA SCH-40 PVC LEVEL MANIFOLD 1.5" DIA SCH-40 PVC PUMP LINE (MIN. 1% DRAIN BACK TO TANK) (2) 10' x 45' UNLINED MOUNDED SAND FILTER. MIN. 2' SAND FILTER MATERIAL LINE OF 3:1 MOUND O 1.5" DIA SCH-40 PVC LATERALS WITH 5/32" DIA ORIFICES FACING DOWN 3' O.C. COVER ORIFICES WITH ORIFICE SHEILDS x 7 END LATERALS IN A 90° ELBOW FACING UP WITH BALL VALVE IN A VALVE BOX ACCESSIBLE AT GRADE FOR FLUSHING / INSPECTION PORT AT EACH CORNER OF STA 0 PROPOSED OWTS PLAN � � h ALL IIRYICI 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com Niland Residence 2331 CR 100 Garfield County, Colorado Project Number: 1315 Date: 09/15/17 Revised: 03/19/18 Designed By: CBO Reviewed By: RHP W2.0 Sheet 2 of 4 r 10' x 45' PRESSURE DOSED SAND FILTER MOUND WITH 3 1.5" DIA SCH-40 PVC LATERALS WITH 5/32" DIA ORIFICES FACING DOWN AT 3' O.C. O 0 0 45' 9' TO TOE OF SLOPE FOR MIN 3:1 SLOPE 1.5" DIA SCH-40 PUMP LINE (MIN 1% DRAINBACK TO TANK 73' 2'J END EACH LATERAL IN A 90° LONG SWEEPING ELL FACING UP WITH A .B"ALL�A-LVE1N7N VALVEBOX ACCESSIBLE AT GRADE 1.5" DIA SCH-40 PVC LATERALS WITH 5/32" DIA ORIFICE HOLES FACING DOWN AT 3' O.C. INSPECTION PORT AT EACH CORNER OF EACH MOUND 1' PLAN VIEW SLOPE 3:1 NOT TO SCALE TOPSOIL COVER 0 2�J 3' O 1.5" DIA SCH-40 LEVEL MANIFO INSPECTION PORT AT EACH CORNER LANDSCAPE FABRIC ON GRAVEL 1 _ ti` . .y. ']. .. . 3, SAND FILTER' T1:.: . MIN. {=:. MIN. 2' SAID 9' GRAVEL FILTER MEDIA NATIVE GRADE 10' 0 SECTION VIEW NOT TO SCALE SAND FILTER MATERIAL SIEVE %PASSING s 100 4 95/100 8 80/100 16 45/85 30 25/60 50 15/60 100 0/4 200 0/2 ESTIMATED HIGH SEASONAL GROUNDWATER ALL SIIYICf 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com Niland Residence 2331 CR 100 Garfield County, Colorado Project Number: 1315 Date: 09/15/17 Revised: 03/19/18 Designed By: CBO Reviewed By: RHP W3.0 Sheet 3 of 4 INSTALL FLUSHING VALVE ECCENTRIC TO CENTER OF VALVE BOX FINAL GRADE SLIP-ON PVC CAP DO NOT GLUE FLUSHING VALVE DETAIL �'l NOT TO SCALE INSULATED COPPER TRACER WIRE 4" DIA SDR -35 SEWER LINE FINISHED GRADE TO TANK TO HOUSE n CLEAN OUT DETAIL SLIP-ON PVC CAP DO NOT GLUE 4" DIA SDR -35 INSPECTION PIPE STA FILTER MEDIA NOT TO SCALE SPRINKLER VALVE BOX AT GRADE FINISHED GRADE 10" DIA VALVE BOX WITH SECURED LID 1.5" PVC SLIP X MALE PIPE THREAD ADAPTOR W/CAP 1.5" DIA BALL VALVE 1.5" DIA SCH-40 PVC LONG SWEEP 90° ELBOW CHAMBER END CAP 1.5" DIA SCH-40 PVC LATERAL 1/4" DIA HOLE DRILLED INTO TWO SIDES OF PIPE FOR VENTILATION (BELOW SLIP ON CAP) INSPECTION PORT DETAIL NOT TO SCALE ALL SINVIiI 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com Niland Residence 2331 CR 100 Garfield County, Colorado Project Number: 1315 Date: 09/15/17 Revised: 03/19/18 Designed By: CBO Reviewed By: RHP W4.0 Sheet 4 of 4 Item # 1250T-2CP-HH 1250 Galion Top Seam Two Compartment with High Head Pump DESIGN NOTES • Design per performance test per ASTM C1227 • Top surface area 56.25 ft2 • f'c 0 28 days; concrete = 6,000 PSI Min. IListcllatian: • 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" 6 135" ▪ —r= Top View 24" Minimum *Service contracts available term intenance• Digging Specs Invert 13' Long x 7' Wide 56" below inlet Inlet Outlet Dimensions Pump: View • Lowers TSS and Improves effluent quality to field • Easiest pump system to maintain on the market • Complete installation (wiring, panel, mounting and start-up procedures) • Complete warranty Net Capacity Min. Length Width Height 'Inlet Side Outlet Net Weight Total Lid Tank i gal! 3120 lbs 10880 lbs 56" 73" 135" 60" 92" 843 gal 416 gal 1259 Total 14200 lbs Water 8 1719) 3954764 28005 Co. Fid. 317 Wastewater P.O. Box 9 5 VALLEY • Products Fax: (719) 395-3727 Buena Vide, CO 81211 Dr PRECAST, Inc. • Service Wabsfte: www.valleypiaioolm Email: trontdesk©vaileyprec stcom Item # DM Tank Deadman (Anti Buoyancy) Top View Section View 24" 24" 4 4,AO _4 Tumbuckle on one side to tighten cable before installation (Supplied by Others) Tank Installation NOTE: Please refer to Buoyancy Engineering for each tank for correct number of deadmen needed. 23" • #4 Rebar Lifting Eye • 6000 psi concrete • 600 lbs • Cable is not provided • Suggested Installation: Two %" Cables (Not provided) oplion■I Installation 1 N n i Water 8. Wastewater VALLEY• • Systems � PRECAST, Inc. • service (719) 395476428008 Co. Rd 317 P.O. Baas BUNS VistaFax (719) 3983727' 81211 WebsI6r: www.valleyprec astoom Finall: frons ek leyprecastc:om OrencoProduct Sheet PVC Access Risers, Lids, & Accessories Our PVC risers, fiberglass access lids, and other tank accessories allow access to tanks without excavation. They're adaptable to virtually any tank, both new and existing. Lids and accessories fit most types of ribbed PVC pipe, including Ultra Rib, Ultra -Corr, KOR FLO, and Perma-Loc. Preassembled PVC risers and stock pipe lengths can be purchased from Orenco. Or stock lengths can be purchased locally and cut as needed. All components are designed to work well together. Orenco's PVC risers, fiberglass access lids, and other accessories are superior in quality, watertight, non -corroding and lightweight yet strong. In addition to standard green and brown lids, Orencn offers I anrlscape I ids in grass, bark, and river rock patterns. Landscape Lids are available in 18-, 21-, 24-, and 30 -in. (460-, 535-, 610-, and 760 -mm) sizes. Custom imprinting is available on quantity orders of 24- and 30 -in. diameter lids (610 - and 760 -mm). To Order Call your nearest Orenco Systems®, Inc. Distributor. For nearest Distributor, call Orenco at 800-348-9843, or visit www.orenco.com and click on "Distributor Locator." Standard Features & Benefits • PVC risers and fiberglass access lids come in various diameters. • PVC risers available in standard 6 -in. (152 -mm) incre- ments. • Custom risers can be cut in 1-3 in. (25-76 mm) increments, depending on riser diameter. • PVC risers can be cast right into a con- crete tank. • PVC risers can be installed onto a concrete tank with a bolt -down kit • Cast -in or bolt -down riser -tank adapters are available. • PVC risers and fiberglass riser -tank adapters can be easily bonded to fiberglass tanks with a structural adhesive. • Grade rings allow installers to stack extensions onto PVC risers in the field. • Lids are easy to install with stainless steel, tamper-resis- tant bolts (wrench included) that help prevent accidental entry. • Lids are lightweight, watertight, non-skid, and non -corroding. • Lid insulation and carbon filter vents are available options. • Lids can withstand 2500 -Ib wheel loads (1100 kg), stronger than any other lid on the market. • While not designed for vehicular traffic, lids have a breaking point of 8000 lbs (3600 kg). • Lids are flat to allow placement of back- yard furnishings. No unsightly domes, no tripping. • Standard lids are an attractive green or brown and blend in with landscaping. • Custom lid colors and custom lid imprint- ing are available on quantity orders. • Additional accesso- ries are available for PVC risers and lids, including adhesive, pipe grommets, cord grips, splice boxes, pipe cutting and drill- ing tools, insulation, vents, and fiberglass brackets. Orenco Orenco Systems®, Incorporated APS-RLA-1 Rev. 4.6 © 11/13 Page 1 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA 800-348-9843 • 541-459-4449 • www.orenco.com Orenco PVC Access Risers, Lids & Accessories PVC Risers Available in the following diameters: 12, 18, 24, and 30 in. (305, 460, 610, and 760 mm). Can be installed with adapters or cast into concrete tank. Lighter -duty PIP risers avail- ahle in 8- and 15 -in. diameters (205 and 380 mm). Fiberglass Lids Tank Adapters Fiberglass RRFTA adapter fits square openings. Standard lids (green and brown ) are available in the following diameters: 12, 18, 21, 24, 30, 36, and 48 in. (305, 460, 610, 760, 915, 1220 mm). Lighter -duty lids available in 8-, 12-, and 15 -in. diameters (200, 305, 380 mm). Landscape Lids in grass, bark, and river rock patterns are available in 18-, 21-, 24-, and 30 -in. (460-, 535-, 610- and 760 -mm) diameters. Custom imprinting available on 24 -in. and 30 -in. lids (610 and 760 mm) Bolt -Down Kits For fastening tank adapter to tank. Kit includes stainless steel anchor bolts and butyl sealant. Available in 24- and 30 -in. diameters (610 and 760 mm). Can be cast into or bolted to concrete tank. Riser Extension Adapters (Grade Rings) These easy -to -install adapters allow height adjustment of risers in the field. Lid Fasteners Self -tapping stainless steel bolt can be used on risers with and without bolt catches. Ask us about hex -drive bits. Cutting Jigs and Tools For cutting Perma-Loc, Ultra -Rib, KOR FLO, and Ultra -Corr pipe in the field and preparing pipe for grommets/lid attachment. Structural Adhesives Adhesives are available for a variety of prod- ucts that need bonding or sealing: PVC, ABS, fiberglass, concrete, and rubber. Distributed By: APS-RLA-1 Rev. 4.6 © 11/13 Page 2 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA 800-348-9843 • 541-459-4449 • www.orenco.com Pump Selection for a Pressurized System Niland Residence Parameters DischargeAssarLly Size TranspatLergt h TranspalPipeClass TrartspatlineSize DIstibutrgVaveModd Max Beaton Lift Madngth MarrfddRipe Class Ma ifdd Pipe Size Nt rbercfLaieralsperCdl Labral Length Lateral Pipe Class Lala al Pipe Size OriticeSize Office Spacing Residual Head Flan/Meer 'Adam' Friction Losses Calculations 125 inches 270 Test 40 1.50 inches Nate 5 feet 4 feet 40 1.50 inches 3 45 fed 40 1.50 inches 5✓32 inches 3 feet 5 fed Nape inches 0 feet Minimum FlavRatr per Orifice N mbar ctO rifices palate TodFlo/Ade perZcne N anter dLaterals per Zane % Flaw Diteld 1stAastOrifioe Transpat\tlocty Frictional Head Losses 068 48 326 3 12 52 Wm Lossha4t Disctxtge Loss in I ranspat Lossttra4hVdie Loss inManifdd LcssinLrals Lost ragfh Flatneter Add -al Friction Lossess Pipe Volumes 7.4 fed 164 fast 60 feet 0.1 feet 61 feet 60 Teel 60 feet Vdcliransp rtline VddMahifdd Vd ciLalsrds perZahe Tad Vdune 256 04 14.3 433 Minimum Pump Requirements gds gas gds gas Design FloNRad 326 Tad Dynamic Heed 34.1 ■ CO Oronco Systems' Iri�;n-perp!eJ Total Dynamic Head, TDH (Feet) 300 250 200 150 100 50 -Single Family Residence Project f- 1FF3015 jPF.O 51 00 PumpData 5 10 15 20 25 Net Discharge (gpm) n PF3005HiglhHead EfluentPurp feet 30GPM, 12HP 115430V 1060Hz,200V 3060Hz PF3007 H 1 Heed Efluer tPurp 30GPM, 3WH P 230V10601 -1z, 200460V3060Hz PF3010H HeadEfluetPurp 30GPM 1HP 23a/ 10 60H z, 2034460V30 60H z PF3015 H iyh H sad EfluentPunp 30GPM,1-12H P 23T/10 60Hz, 200/233460V3060Hz Legend 30 35 SystismCuve Pull) Dive PurpOpfimal Range Operating Pdnt DesigiPdnt O 40 Pump Selection for a Pressurized System Niland Residence Parameters DisdhargeAssar bly Size TrarspartLerglh TraspatPipeClass Transp rtLineSize DIsti1butirgValveMaid Max Elevafiah Lift Manifdd Length Manifold PipeC lass MaifddPipeSize NumberdLateralsper Cell Caul Lnhgrh Lam Pipe Class Lagoa Pipe Size Orifice Size Orifice Spacing Residual Head Ron/Meter Add -at Friction Losses Calculations 125 inches 90 feet 40 1.50 inches Nate 5 feet 4 feet 40 1.50 inches 3 45 het 40 1.50 inches 532 inches 3 feet 5 feet Nate inches 0 feet Mirimun FIon1R at per Orifice N urdzer cf Orifices pe' Zone Td lFlavRabperZaie N uhtiercfLaalerals paZone FbvDrrs sell 1sttastOrifice Transpat 'tachy Frictional Head Losses 0.68 48 326 3 12 52fps glan Loss trough Discharge L css in 1 ranspat LcsstiroughV ,e Loss in Marifdd Loss in Lateals LossttraghFlonk etr Add-af Friction Uses Pipe Volumes 7A 5.5 0.0 0.1 0.1 0.0 0.0 fed feet tet feet feet feet feet Vdciransp rtLine Vd ofMenifdd VdofLaterals per Zahe TctalVdurne 9.5 Q4 14.3 242 Minimum Pump Requirements gas gals gasgs Desigl FlavRate 326 Total Dynerric Heed 231 o Ore nco Systema' ircor03;3100 Total Dynamic Head, TDH (Feet) 300 250 200 150 100 50 -Single Family Residence Project 6-1 I PF3015 1 r PF30 10 j 9 P, 3007 ] \N\ 5 10 15 20 25 Net Discharge (gpm) PumpData PF3005HHeadEfluentPUhp feet 30GPM,12H P 115230V 10 60H zz00V 30 60H z PF3007H g`hHea'EfluentPurp 30GPM,34HP 231/10 60Hz, 200/461/30 60Hz PF3010 H igti H eed EfluentPurp 30GPM, 1HP 2301/ 10 60Hz, 2001460V 30 60Hz PF 3015 H ig h Head Efluent Purp 30GPM,1-12HP 2301/10601z,200/23014/3060Hz Legend 30 35 System Caye — RnpCwe PutvOpfimal Range: OperafirgPdrt Design Pdrrt 0 40 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) 0 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® ProPaknw 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 -1-1V-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 ❑ ❑ - Tstandard 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 boat 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 �. b r Ill1um s;: 1 i _r01 Pump liquid end Pump motor Biotube® ProPaknw 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 -1-1V-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 ❑ ❑ - Tstandard 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 boat 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) A E 1 E 1 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 Usec) 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 Pr 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 (Usec) 20 (1.3) 30 (1.9) 50 (3.2) hp (kVV) Design flow amps 0.5 (0.37) 0.5 (0.37) 0.5 (0.37) 12.3 11.8 12.1 Rated cycles/day 300 300 300 Min liquid level, in. (mm) 2 18 (457) 20 (508) 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. z 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 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 m .94 ▪ ▪ 120 p 100 Z ▪ 80 v • 60 ▪ 40 20 Flow in I ters per second (L/sec) 0.63 1.26 1.89 2.52 3.15 3.79 4.42 3 1 PF 200511 IPF 30 5111 PF 500511 10 20 30 40 50 0 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 3of4 Orenco0 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 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 IR o Control panel, demand -dose Control Panel (Timed Dose) Orenco's ProPak timed dose control panels are specifically engineered for the ProPak pump package and are ideal for applications such as timed dosing from a septic tank into a pressurized drainfield or mound. Analog or digital timers are available. Materials of Construction Enclosure UV -resistant fiberglass, UL Type 4X Hinges Stainless steel Dimensions, in. (mm) A - Height 11.5 (290) B - Width 9.5 (240) C - Depth 5.4 (135) Specifications Panel ratings Dual -mode 1 a. Analog timer (not shown) 120 V, 3/4 hp (0.56 kW), 14 A, single phase, 60 Hz Programmable for timed- or demand -dosing (digital timed -dosing panels only) 120 V, repeat cycle from 0.05 seconds to 30 hours. Separate variable controls for OFF and ON time periods 1 b. Digital timer (shown below) 120-V programmable logic unit with built-in LCD screen and programming keys. Provides control functions and timing for panel operation 2. Motor -start contactor 16 FLA, 1 hp (0.75 kW), 60 Hz; 2.5 million cycles at FLA (10 million at 50% of FLA) 3. Circuit breakers 120 V, 10 A, OFF/ON switch. Single pole 120 V 4. Toggle Switch 5. Audio alarm Single -pole, double -throw HOA switch, 20 A 95 dB at 24 in. (600 mm), warble -tone sound, UL Type 4X 6. Visual alarm 7/8 -in. (22 -mm) diameter red lens, "Push -to -silence", 120 V LED, UL Type 4X Control panel, timed -dose (digital timer model shown) NTD -BPP -1 Rev. 1.2, © 08/14 Page 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 C US LR80980 LR2053898 — 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 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 Usec) models; floating stack design on 50 and 75 gpm (3.2 and 4.7 Usec) models • Franklin Electric Super Stainless motor, rated for continuous use and frequent cycling • Type SOOW 600-V motor cable • Five-year warranty on pump or retrofit liquid end from date of manu- facture against defects in materials or workmanship • Not applicable for 5 -hp (3.73 kW) models Standard Models See specifications chart, pages 2-3, for a list of standard pumps. For a complete list of available pumps, call Orenco. Product Code Diagram PF ❑0 -Cord length, ft (m):t Blank = 10 (3) 20 = 20 (6) 30 = 30 (9) 50 = 50 (15) Voltage, nameplate: 1 = 115* 200 = 200 2 = 230t 4 = 460 Frequency: 1 = single-phase 60 Hz 3 = three-phase 60 Hz 5 = single-phase 50 Hz Horsepower (kM: 03 = ifs hp (0.25) 07=Nhp(0.5 15=1-16hp(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 = Yz hp (0.37) 10 = 1 hp (0,75) 20 = 2 hp (1.50) 50 = 5 hp (3.73) Pump, PF Series '1/2 -hp (0.37kw) only '220 volts for 50 Hz pumps 'Note: 20 -foot cords are available only for single-phase pumps through 1-Yz 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 NTo E a`� a 3 rn To rn 92 cairnis men =y zE rnn c �� cZ a z . ccco E oco Length, in. (mm) 61 v E c Weight, 3 Ib (kg) Rated cycles/day Pump Model PF100511 10 (0.6) 0.50 (0.37) 1 115 120 12.7 12.7 6 1 1/4 in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF100512 10 (0.6) 0.50 (0.37) 1 230 240 6.3 6.3 6 1 1/4 in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF10053200 10 (0.6) 0.50 (0.37) 3 200 208 3.8 3.8 6 1 '/4 in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF100712 4'5 10 (0.6) 0.75 (0.56) 1 230 240 8.3 8.3 8 1 A in. GFP 25.9 (658) 17 (432) 30 (14) 300 PF10073200 4'5 10 (0.6) 0.75 (0.56) 3 200 208 5.1 5.2 8 1 1/4 in. GFP 25.4 (645) 17 (432) 31 (14) 300 PF101012 5,6 10 (0.6) 1.00 (0.75) 1 230 240 9.6 9.6 9 1 1/4 in. GFP 27.9 (709) 18 (457) 33 (15) 100 PF10103200 5,6 10 (0.6) 1.00 (0.75) 3 200 208 5.5 5.5 9 1 A 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 % 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 14 in. SS 37.9 (963) 20 (508) 44 (20) 300 PF10203200 5'6,8 10 (0.6) 2.00 (1.49) 3 200 208 8.7 8.7 18 1 '/4 in. SS 37.9 (963) 20 (508) 44 (20) 300 PF150311 15 (1.0) 0.33 (0.25) 1 115 120 8.7 8.8 3 1 Y 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 1/4 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 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 % 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 % 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 % 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 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 14 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 % 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 % 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 A 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 14 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 % 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 14 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 2.3.7 (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 Orenco Specifications, 60 Hz (continued) Pump Model ii O) t , = d E `° o) w n Z R .1D tEC E N TA tC 0) 2 E yc C co Length, in. (mm) Weight, 3 Ib (kg) 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) 3 460 480 1.8 1.8 3 1 230 240 10.1 10.1 4 3 200 208 5.7 5.7 4 3 460 480 2.2 2.2 4 1 230 240 12.5 12.6 5 3 200 208 7.0 7.0 5 1 230 240 17.7 17.7 8 3 200 208 13.1 13.1 8 3 460 480 5.3 5.3 8 1 230 240 26.2 26.4 13 3 230 240 16.5 16.5 13 1 230 240 9.9 10.0 3 1 230 240 12.1 12.3 4 2 in. SS 2 in. SS 2 in. SS 2 in. SS 2 in. SS 2 in. SS 2 in. SS 2 in. SS 2 in. SS 2 in. SS 2 in. SS 2 in. SS 2 in. SS 34.8 (884) 25 (635) 31 (14) 300 27.0 (686) 26 (660) 35 (16) 100 26.4 (671) 26 (660) 39 (18) 300 26.4 (671) 26 (660) 39 (18) 300 32.5 (826) 30 (762) 41 (19) 100 29.3 (744) 26 (660) 35 (16) 300 43.0 (1092) 37 (940) 55 (25) 100 43.4 (1102) 30 (762) 55 (25) 300 40.0 (1016) 31 (787) 55 (25) 300 65.4 (1661) 55 (1397) 64 (29) 300 59.3 (1506) 49 (1245) 64 (29) 300 27.0 (686) 27 (686) 34 (15) 100 33.4 (848) 30 (762) 44 (20) 100 Specifications, 50 Hz Pump Model PF100552 PF100752 4'5 PF101552 5,6 PF300552 PF300752 PF301052 PF301552 4'5 PF500552 PF500752 PF501052 PF501552 PF751052 10 (0.6) 10 (0.6) 10 (0.6) 30 (1.9) 30 (1.9) 30 (1.9) 30 (1.9) 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 75 (3.2) 0.50 (0.37) 0.75 (0.56) 1.50 (1.11) 0.50 (0.37) 0.75 (0.56) 1.00 (0.75) 1.50 (1.11) 0.50 (0.37) 0.75 (0.56) 1.00 (0.75) 1.50 (1.11) 1.00 (0.75) 220 220 220 220 220 220 220 220 220 220 220 220 230 230 230 230 230 230 230 230 230 230 230 230 3.9 6.2 10.5 4.1 6.1 7.4 9.3 4.0 6.3 7.3 9.1 7.3 4.1 6.2 11.4 4.1 6.1 7.4 9.3 4.0 6.4 7.4 9.1 7.3 6 9 10 4 5 7 8 2 3 4 5 4 1 1/4 in. GFP 1 '/4 in. GFP 1 1/4 in. SS 1 '/a in. GFP 1 Y4 in. GFP 1 '/a 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 Y4 -in. NPT GFP discharge is 2 78 in. 2 -in. NPT SS discharge is 2 7B in. hexagonal across flats. Discharge is female NPT threaded, U.S. 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 Univ 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 (0) 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. Con 8 Torque locks are available for all pumps, and are supplied with 3 -hp and 5 -hp pumps. Cont octagonal across flats; the 1 34 -in. NPT SS discharge is nominal size, to accommodate Orenco® discharge hose 2 i in. octagonal across flats; and the and valve assemblies. Consult your Orenco ersal Flow Inducer. In other applications, minimum liquid level should be top of pump. Consult Orenco. 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 [PF'I503I PF15 Series, 60 Hz, 0.3 hp Orenco Technical Data Sheet Materials of Construction Discharge Glass -filled polypropylene or stainless steel Discharge bearing Engineered thermoplastic (PEEK) Diffusers Glass -filled PPO (Noryl GFN3) Impellers Celcon® acetal copolymer on 10-, 20, and 30-gpm models; 50-gpm impellers are Noryl GFN3 Intake screen Polypropylene Suction connection Stainless steel Drive shaft 7/16 inch hexagonal stainless steel, 300 series Coupling Sintered stainless steel, 300 series Shell Stainless steel, 300 series Motor Franklin motor exterior constructed of stainless steel. Motor filled with deionized water and propylene glycol for constant lubrication. Hermetically sealed motor housing ensures moisture -free windings. All thrust absorbed by Kingsbury -type thrust bearing. Rated for continuous duty. Single- phase motors and 200 and 230 V 3-phase motors equipped with surge arrestors for added security. Single-phase motors through 1.5 hp (1.11 kW) have built-in thermal overload protection, which trips at 203-221° F (95-105° C). Using a Pump Curve A pump curve helps you determine the best pump for your system. Pump curves show the relationship between flow (gpm or Usec) and pressure (total dynamic head, or TDH), providing a graphical representation of a pump's optimal performance range. Pumps perform best at their nominal flow rate — the value, measured in gpm, expressed by the first two numerals in an Orenco pump nomenclature. The graphs in this section show optimal pump operation ranges with a solid line. Flow flow rates outside of these ranges are shown with a dashed line. For the most accurate pump specification, use Orenco's PumpSelectTM software. Pump Curves, 60 Hz Models 800 700 a) a) S. ▪ 600 0 500 t 400 cJ e 300 200 100 '' 1 I I 1 I 1 I I PF10 Series, 60 Hz, 0.5 - 2.0 hp IIPF10201 ' \\\ IPF101 1 1,PF1007 =.: f PF 1005 J'."' PF1005-FC., o'/tflow controller oller 1 1 0 2 4 6 8 10 12 14 1 Flow in gallons per minute (gpm) 6 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) NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 4 of 6 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com C31 O C, O O CO O CO O Total dynamic head (TDH) in feet N N w w ? CSI O CS1 O CSI O CS1 O O O O O O O O O O — M cm 51 cm J,--..u� :-e— :La • 1 e~ cn pi�py 00 T • , a ren 0 I" 00 O : C71VI O t is LS. iCTs r - c • " •! i r ro: f i • • E I E PF30 Series, i 1 E 1 1 1 1/ y: / J / y i,y'J ...07 j' [ '11 — 1D N _- 111/' i /// 'aR 1 0.5-5.0hp /IV es, P 671 o = I O O O N O O 0, O 0) O O 00 0 CO O 0 O O Total dynamic head (TDH) in feet N O O 00 O CSI O O O O 0 O co cit Flow in gallons per minute (gpm) 01 O 01 O N 01 CJI 00 0 Total dynamic head (TDH) in feet N NJ w w CSI O CS7 O CSI O CSI O O O O O O O O O air S L.: V :La �a :,� -II pi�py 00 T • T 0 I" 00 O : C71VI O LS. iCTs r - c • " •! r I f i • • E I E PF30 Series, i 1 E 1 1 1 1/ y: / J / ...07 j' [ '11 — Hz I 1 i /// 'aR 1 0.5-5.0hp /IV es, I=1 1 5. _ 1 co cit Flow in gallons per minute (gpm) 01 O 01 O N 01 CJI 00 0 Total dynamic head (TDH) in feet N NJ w w CSI O CS7 O CSI O CSI O O O O O O O O O Total dynamic head (TDH) in feet 0 0 0 0 0 0 0 0 OG O O O O O O O O CSI 0 CSI 0 01 CO O 01 CSI 00 0 air S L.: V :La �a :,� -II pi�py 00 N 0 I" 00 O : _;N O r - c • " •! r I f i z/ E I E PF30 Series, i 1 E 1 1 1 1/ y: / J / ...07 Hz I 1 /// 'aR 1 Total dynamic head (TDH) in feet 0 0 0 0 0 0 0 0 OG O O O O O O O O CSI 0 CSI 0 01 CO O 01 CSI 00 0 G7 N O 0. CD 0 O CD 0. as ejea / !Lig air S L.: V :La �a :,� pi�py `o I" 00 O : O r - c • " ' r 1 E I E PF30 Series, i 1 E 1 1 1 1/ / / / ...07 /// 0.5-5.0hp /IV G7 N O 0. CD 0 O CD 0. as ejea / !Lig 3 0 0 06 12 18 24 30 36 42 4.8 54 60 Flow in liters per second (L/sec) 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 13 160 L to15521 .a 140 m E 120 100 w - 80 60 c 40 20 w 30 25 a a) 20 M wl„�52 f 10 5 r PF10 Series, 50 Hz, 0.37 -1.11 kW — PF1007!J PF100S52 _nr,lnn 0 0 45 40 35 PF1005-FC wl 6mm f ow controller 01 0.2 0.3 04 05 06 0.7 Flow in liters per second (L/sec) 525 459 c 412 328 C 1- 262 Isu m 131 a'' 394 197 08 09 Flow in gallons per minute (gpm), nominal 7.9 16 24 32 40 48 56 63 1 1 1 T PF50 Series, 50 Hz, 0.37 -1.11 kW - PF50155Z} 66 jPF5010521 J,PF5907521 98 Z.' 82 C 66 cce 49 E 33 . 0 05 1.0 15 2.0 2.5 3.0 35 4.0 45 Flow in liters per second (L/sec) 16 120 co) 100 80 CO 60 as t 40 .c: 20 30 27 21 24 ,m 21 18 m 15 .c 1 ca e 6 Flow in gallons per minute (gpm), nominal 6.3 13 19 25 32 ------ PF30 Series, 50 Hz, 0.37 -1.11 kW ■ ■■ ■■■' ■ ■■■ ■■ 111111111111 PF301052 MOP■■' ■ MMWMME ' ■■ ' ■iMMOMEMMINE' ■■. ■.NDOM ■■■■■■.■■A” PF300752 PF300552 04 08 12 1.6 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 262 a 197 ra131 E a 66 24 .■■rnmlim mi r111. ■.■■■..■-----PF75 Series, 50Hz r.rm�■ u■■■■■■■■u..■■■■■■■ ■■.■■■.■■■■■.■.■■■■■ INATIZI■■..■•■■■■•■■■■■ ®..■..■C.■■■■■.■■■ .M........■.■■.■■■■ . .■.ESI.■.■■■■■■■■ ■E■■■■...■. ■■■■■■■ ■ •...■■■E'■■■■■■■■ ...■........•...■... ■■.■■ ■■■■■.M..■■.■ ■■.■...■■■■..■.I■u■� ■■■■.■■..■■■.■.■■1►. ■ ...■■■■■..■■.■.■■� ■■■_:MITI ■:■::C': ■■■■■.■■■■■■■■■■ ' 89 79 69 m cu 39 .� E 20 4.1 59 49 30 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 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 J Cutaway view, standard configuration N Orifice x— 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 1 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. Lateral pipe 0.D. in. (mm) in. (mm) OS075 3.5 (89) 1.05 (27) OS100 3.5 (89) 1.315 (33) 0S125 3.5 (89) 1.66 (42) 0S150 4.5 (114) 1.90 (48) 0S200 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 Item# SEK- Orenco® Flushing Assemblies Flushing Assemblies Orenco° flushing assemblies provide easy access for lateral maintenance. Flushing assembly kits include a PVC sweep with ball valve and a polyethylene valve box enclosure. Orenco® flushing assemblies are available in the following sizes: • 1" diameter • 1.25" diameter • 1.5" diameter • 2" diameter Valve Boxes Orenco® valve boxes are used to provide access to flushing assemblies. Constructed of polyethylene. Valve Box, 7 -in. diameter round enclosure Note: Kits include VB7 valve box enclosure. ' VALLEY i PRECAST, inc. Water & Wastewater • Systems • Products • Service (719) 395-6764 28005 County Road 317 P.O. Box 925 Fax: (719) 395-3727 Buena Vista, CO 81211 Website: http://valleyprecast.com/ Email: frontdesk@valleyprecast.com