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Home My WebLink AboutOWTS Design Report 06.24.2018M'È ¡i #*$ è üB t$s'Fr"r $Ë*vi$i 33 Füur lïhÊÊl Þr'ive Rd Csrb,ondule, C0 81ó2¡ 97ü"3û9"1259 June 24,2018 Project No. C1387 Karla Miller nativeflower@me.com Onsite Wastewater Treatment System Design 2-Bedroom Main House + 2-Bedroom ADU 110 Weeping Willow Lane Garfield County, Colorado Karla, ALL SERVICE septic, LLC has completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 12.808-acre property is located outside of Carbondale, in an area where OWTSs are necessary. Legal Description: Section: 36 Township: 7 Range: BB Subdivision: ROARING FORK PRESERVE Lot: 7 AMENDED LOT 7 AS PER RECEPTION #878510 Parcel lD: 2393-363-19-007 SITE CONDITIONS A 2-bedroom, single-family residence presently exists on the property and is being served by an existing OWTS documented by lndividual Sewage Disposal Permit 4297. There is a desire to convert space in an existing barn into an additional dwelling unit (ADU). The existing septic tank will be replaced as there is currently a breach in the septic tank allowing groundwater to enter during times of irrigation. The existing mounded soil treatment area (STA) will be renovated to address the minimum height requirements and square footage to accommodate 4 total bedrooms. The residence and barn are currently served by an existing well that is located greater than SO-feet from the proposed septic tank and greater than 1O0-feet from the proposed STA. There are multiple ditches on the property. A minor ditch, not located on the site plan, runs to the south of the existing and proposed STA. This ditch must be abandoned and within SOJeet of the STA. We also discourage the practice of flood irrigation in the field upgradient of the STA. The proposed mounded STA will be located in the same approximate location as the existing mounded STA. SUBSURFACE With the proposed STA to mirror the existing, mounded STA, no additional subsurface investigation was conducted. The existing mound consists of 4-feet of sand filter material above existing grade. A minimum of 3-feet of sand filter material is required if groundwater is estimated at grade. The existing A-feet will be maintained and extended to the new parameters of the mound. Page2 Existing mound View of existing mound STA sizing is based on a mounded, unlined sand filter with a minimum of 3-feet of sand filter material. A long term acceptance rate (LTAR) of 1.0 gallons per square foot will be used to design the OWTS, in accordance with Table 10-1 presented in the Garfield County On-Site Wastewater Treatment System Regulations, adopted April 14, 2014. DESIGN SPECIFICATIONS Desiqn Calculations: Average Design Flow = 75 GPD x 2 people/bedroom x 4 Bedrooms = 600 GPD LTAR = 1.0 GPD/SF 600 GPD / 1.0 GPD/SF = 600 SF Proposed footprint = 9' x 67' The OWTS design is based on 4-bedrooms (2-bedrooms in each residence). An average daily wastewater flow of 600 GPD will be used. The existing septic tank will be properly abandoned by pumping and filling with on-site soils. A new 1S0O-gallon, two-compartment septic tank will be installed. A double-sweep clean out should be installed on the existing sewer line existing the main residence. The 2-inch diameter pump line from the Barn/ADU must enter the sewer line between the main residence and the new septic tank at a high point. By entering the sewer line, it will help to disperse energy from the pump and minimize turbulence in the septic tank. The system installation will include a new 150O-gallon, two-compartment Valley Precast concrete septic tank with an Orenco@ Biotube Pump Vault and an Orenco@ PF5005 pump in the second compartment of the septic tank. The septic tank must be anchored with Deadmen because of the high seasonal groundwater table. The floats should be set to dose approximately 80 gallons each pump cycle (allowing approximately 5 gallons for drain back). 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, 9' x 67' unlined, mounded sand fllter. The pump line must have a minimum 1% slope for drain back into the septic tank after each pump cycle. We recommend the trench be well bedded with road base or sand and covered with Blue Board insulation for protection for settling and freezing. Page 3 The existing footprint of the mound will be modified and height may be reduced from 4-feet to 3-feet. A minimum of 3-feet of sand filter material will be installed in the new mound footprint. Existing sand filter material may be utilized, if absent of biomat. New 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. The existing chambers on the mound will be removed and replaced with a pipe and gravel distribution system. 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 tí-inch screen and must be retained on a u/¿-inch screen. The manifold must be 1 .S-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 3-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 approxímately 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 1S-feet beyond the sand filter on all sides (with a total mound height of 5-feet above native grade). Soils in the sloped perimeter areas of the mound must be well draining and able to suppott 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. OPERATION INFORMATION AND MAINTENANCE The properly owner shall be responsible for the operation and maintenance of each OWTS servicing the properly. 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. lf an effluent filter or screen has been installed in the OWTS, we recommend this filter or screen be cleaned annually, or as needed. lf the OWTS consists of a pressurized pump system, we recommend the laterals be flushed annually, or as needed. Page 4 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 lf 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. lf 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 Reviewed By: {i r*, { tx L:s+"/'" t.'t g ,t Carla Ostberg, MPH, REHS Richard H, $s66¿ Pump Selection fur a Pressurized Sysbm Miller Residence / 110 Weeping Willow Lane Parameters D isciwgeAssqrtly Sì¡ze TraspatLegtr TrãìspcrtP¡peClæs TralspotlirESÞe DisfihnirgVdvdModd lvla( Eje/ali}1 Lifr l\4ãÍfldLer€fì fvlãifldPipeclæs tvlãifldPjpesÞe NntercfLabds pa Cdl Labd Lergfr LaHdPipeClæs LabdPipeSize OrificeSize OrifceSpacrrg Res'rd-dHed Flo /f\4# Add-an' Frlcliorlæses Calculations Mirinrm Flo,4/Rab per Orifice N urber dOrifces paZoæ TcäFlo{RabpøZøe Nuterdlabds perZcæ % F h,v D ituertd I sttastOrif ce Traspcrt\êærty Frictional Head Losses LGstrd{h Disclãle L6s¡nTrãspût Læsü'ro"ghVd/e LcssintvlãÍfld LæsinLabds Lcsstrd€hFlo n*' Addq'FriCimLGs€s Pipe Volumes Vdcffraspütljrc vddtvbidd Vddlabds perZcrE TcHVdurÞ Minim um Pump Requircments DesignFlo/vR# TcHDyrøricHead -Single Family Residence Prcject Zæ irrfEs 45 Êd 4 1.50 irctE Ncre 5Êd 6Éd Æ 1.50 infEs J 67 Éd Æ 1.50 indE f32 irches 3Þd 5H Noæ iÌElE 0êd 't60 140 120 100 80 60 40 20 PF5007 ..t I .¡ 0 10 20 sm wÎ tE 0.68 69 47.1 3 3.5 75 {,oILrot- d(6o I .9 E(! ô G ôF þd Êd Êd Éd Éd Éd Êd 44 54 00 02 OA 00 o0 0 30 40 50 Net Discharge (gpm) 60 70 80gds gds gds gds 48 06 ¿t.J æ7 PumpData sfiì Êd 47.1 PF5æ5Hk,lHedEf,æntPúrp sOGPM,12HP 11593fN 1Ø*lz@m\19)æl1z PF5æ7HúHedEf,rEìtPLÍp SOGPM,g4HP N,l1Øûlz,ñNffi{Øæl1z PF5010 H iúì Hed Ef, æntPLnp 5OGPM,IHP N,l1Øffi|2,NÆM9&12 PF50l5H¡{'1 HdEll€rPurp 50GPM, 1-12t-{P Al1ØÐt1z,trl/Øñr1z ñ-.tñó € OEnco $ystems" lnærporated Cl'a',9ì,9 úÊ v/Ét ,hî SlsbìlCl.rve PunpCrve PurpoÉrdRãEe OperatrgPcint DesìgnPcid ,¡,\ þ Item# SEK-Orenco@ Flushing Assemblies Flushinq4sgemblies Orenco@ flushing assemblies provide easy access for lateral maintenance. Flushing assembly kits include a PVC sweep with ball valve and a polyethylene valve box enclosure. Orenco@ flushing assemblies are available following sizes:. L" diametero 1.25" diameterr 1.5" diameter. 2" diameter in the Valve Bgxes Orenco@ valve boxes are used to provide access to flushing assemblies. Constructed of polyethylene. Valve Box, 7-in. diameter round enclosure Note: Kits include VB7 valve box enclosure. f\*./ **¡qt$ffi îfff[tEY PHEf,*Sïtnu Water & Wastewater. Systems. Products. Service (7Ls) sss-6764 3:8:ilintY Road 317 Fax: (719) 395-3727 Buena Vista' co 81211 Website: http ://valleyprecast.com/ Ema il: frontdesk@valleyprecast.com .\ DESIGN 2.BEDROOM RESIDENCE I 2.BIDROOM ADU IN DARN (75 GAL/PERSON/DAYX 2 PERSONS/BEDROOM X4 BEDROOMS) WASTEWATER FLOW = 600 GALLONS TANK: MIN. 125o-GALLONS USE ISOO.GALLON, TWO-COMPARTMENT CONCRETE SEPTIC TANK WITH AN ORENCO PUMPING SYSTEM IN SECOND COMPARTMENT SOIL TREATMENT AREA (STA): LONG TERM ACCEPTANCE RATE (LTAR) = 1.0 GAL/ SQ FT CALCULATED STA = Q/LTAR = 600 / 1.0 = 600 SF 9' X 67' MOUNDED SAND FILTER WITH MIN. 3'SAND FILTER MATERIAL ABOVE GRADE N 0' 50, 100, Sca¡e: 1" = 100'= 0" / 1 / Lol r \ L I /ADU (2 FUTURE BEDROOMS) l,**'d." NOTE: IRRIGATION DITCH TO BE ABANDONED WITHIN 50'OF STA 2-BEDROOM RESIDENCE ffi ffi 9¡*3 ffi# #ffi \lt "3 ô0 DRAWNGS I\4UST BE USED IN CONJUNCTION WITH OWTS DESIGN LETTER DATED O7l01/15 Ìv2.0 ,&{*ry 33 Four Wheel Dr¡ve Road Carbondale, Colorado 81623 Phone 970.309.5259 carIa@allserulceseptic,com fitt $Inll¡$t Miller Residence Lot 7 Roar¡ng Fork Reserve - 110 Weeplng Willow Lane Garfleld, County, Colorado Project Number: C1387 Dalet 06124t18 I I ÞesisneoBy: cBol W1 .0 Reviewed By: RHPI Drawn Bv: ANM I Sheet 1 of4 33 Four Wheel Drive RoadCarbondale, Colo:ado 81623Phone 970.309.5259carla@allserviceæptic.com0tt&$ttlltl,tWEX¡STING 2" PUMP LINEFROM INJECTOR TO REMAINt--w4EÈFLUSHING ASSEMBLY AT END OFEACH LATERALAPPROX.LANDSCAPE& ÉX STINGBERM AREA4'D¡A SDR-35 PVC INSPECTION PORTAT EACH CORNER OF STAÉX\S1\NGCn¡vErDR\VE-1.5' DIA SCH-40 PVC LATERALSWITH 5/32' DIA ORIFICES FAC¡NGDOWN WTH AI.I ORIFICE SHIELD3'O.C.(n(¡coEXISTING MOUNDED SAND FILTER WITH20'outcK-4' cHAMBERS (REMOVECHAMBERS). l'"4ODlFY TO A 9'x67'UNLINED MOUNDED SAND FILTER WITHññ"á3' I\IIN. ASTI\,4 C-33 SAND ABOVENATURAL GRADE-t-ì'coo-FLAGSTONELIMITS OF IVIOUNDú(¡o)VÉRìFY LEACH FIELDo-Ço(¡-JL0cAfloNENCINEÊRÍ'iz11DITCH,1.5" DIA SCH.4O PVC PUMP LINE TOSTA (MIN. 1% DRAINBACK TO TANK)(-o-úcl)'(oG-NEW 1sOO-GALLON, 2-COMPCONCRETE SEPTIC TANK WITH.ORENCO' PUMPING SYSTEM. TANKMUST BE ANCHORED WITH DEADMENPUMP LINE FROM ADU TO ENTERSEWER LINE AT A HIGH POINT\,rABANDON EXISTING SEPTIC TANKSNEW 4" DIA SDR-35 SEWER LINCWITH DOUBLE-SWEEP CLEANOUT(MIN. 2% FALL TO TANK)¡dz8.< /ÒiEX.0' 10' 20'Scale: 1" = 20'{"FLAGSTONEMiller ResidenceLot 7 Roaring Fork Reserve - 110 Weep¡ng Willow LaneGarlield, County, ColoradoProject Number: C1387w2.0Datei 06t24t18 IOes¡qneO ev; CeOlReviewed By: RHPIDEwn BV: ANM ISheet 2 of4 ruLfitfrEttl33 Four Wheeì Drìve RoâdCarbondale, Colorâdo 81623Phone 970.309.5259carla@allserviceseptic.com#i"ñfàffi$þt*L!titsww2'2'.Il'9'x 67' PRESSURE DOSÊD UNLINEDSAND FTLTER (MtN. 3'ASTM C-33CONCRETE SAND) WITH THREE 1.5"DIA SCH4O PVC LATERALS WITH 5i32"DtA ORtFtCES (WtTH ORtFICÊ SHTELD)FACING DOWN AT 3'O.C.SLIP-ON PVC CAPDO NOT GLUEINSULATEDEND EACH LATERAL IN A 90" LONGS\¡/EEPING ELL FACING UP WITH ABALL VALVE IN A VALVE BOXACCESSIBLE AT GRADETRACER WIREFINISHED GRADEI,5" DIA SCH-40 PUMP LINE(MIN ,I% DRAINBACK TO TANK)1.5" DIA SCH-40 LEVEL MANIFOLD4" DIASEWER LINEINSPECTION PORT AT EACHCORNER OF BEDTO TANKHOUSËrÀSTA PLAN1.5" DIA SCH-40 PVC LATERALSW¡TH 5/32'DIA ORIFICE HOLESFACING DOWN AT 3'O.C.INSPECTION PORT AT EACHCORNERTOPSOIL COVERLANDSCAPE FABRIC ON GRAVEL$\sFILTER MEDIAESTIMATEAT GRADEJSOIL TYPE OSAND FILTER MATERIALSIEVE %PASSING8 1oo4 9t1008 80/10016 45185Ð 25t60s 1t60100 0t4200 0t2Miller ResidenceLot 7 Roadng Fork Reserve - 1 10 Weep¡ng Willow LaneGarfield, County, ColoEdoPrcjèctNumber: C1387Dale: O6124t18 IIDesisnedBy: caol W3.0Reviewed By: RHPIDËwn By: ANM I Sheet 3 of 4 33 FourWheel Dri.ve RoadCarbondale, Colorado 81623Phone 970.309.5259carla@allserv¡cesept¡c.comffi&$Inrffiw10" DIA VALVE BOXWITH SECURED LIDSLIP.ON PVCSPRINKLER VALVEtsOX AT GRADE1.5" PVC SLIP X MALEPIPE THREADADAPTOR WCAPDO NOT GLUEFINISHED GRADE1.5" DIA BALLVALVÉ4" DtA SDR-35INSPECTION PIPE1.5" DtA SCH-40 PVCLONG SWEEP 90" ELBOWSÏA FILTERMEDIA1/4'DIA HOLE DRILLEDINTO TWO SIDES OF PIPEFOR VENTILATION(BELOW SLIP ON CAP)INSTALL FLUSHINGVALVE ECCENTRIC TOCENTER OF VALVE BOXCHAMBER END CAP1.5'ÞtA SCH-40 PVCSUSPENDED LATERAL/;\ INSPECTION PORT DETAIL^ FLUSHING DETAIL\a) Nd ro $&\_/SUGGESTED ORIFICE GRID[r.5'o.c.*fr.5 o.c._lFINISHED GRADE24" MtN.4' DIA SCH-40 SEWER LINE(MrN 2% SLOPE TO TANK)ORIFICES FACË DOWNSCREENED ROCKBEDDING3'MtN.PLACE ORIFICE SHIELDS UNDER ALLORIFICESI'MtN.Â ORIFICE GRID DETAIL11BACKFILLMiller Res¡denceLot 7 Roaring Fork Reserve - 110 Weeping Willow LaneGarf¡eld, County, ColoËdoPrcjectNumber: C1387w4.0Date:06,24118 IOes¡qn"¿ Av: CeOlReviewed Bv: RHPIDmwn Bv: ANM ISheet 4 of 4 Item # 1500T-2CP-Hll {5OO Gallon Top $eam Two Gompartment with High Head Pump DESIGN NOTESr Design per performonce test per ASTM c1227 o Top surfoce oreo 62.JJ ft2 r f'c @ 28 doys; concrete : 6,000 PSI Min. lnstollotíon: r Tonk to be set on 5" min. sond bed or peo grovel o Tonk to be bockfilled unÍformly on oll sides in lifts less thon 24" ond mechonicolly compoctedr Excovoted moteriol moy be used for bockfill, provided lorge stones ore removedo Excovotion should be dewotered ond tonk filled with woter prior to being put in service for instollotìon with woter toble less thon 2' below grode r Meets C1644-06 for resilient connectorsr lnlet ond Outlet identified obove pipe ¡ Delîvered complete with internol piping r PVC risers ovoilobler Secondory sofety screen ovoiloble with PVC riser ALLOWABLE BURY (Bosed on Woter Toble) WAIER TABLE ALLOWABLE EARTH FILL 0'- 0"5'-0" 1'- 0"J'-0" 2'-O"4'- 0" 3'-0"4'-O' DRY 4'-0" 132" rl 20'Clæ¡Accæ lu6l :l i rru< iitDi t, L-_-J.L------, .--'_l Top View 24" Minimum Wreeto Dbconn€d Vatve Pump:o LowersTSS and improveeeffiuant quallty to freldo Easl€st pump syttem to malntaln on the ma*ete Cornplete lnstallaüon (wldng, panel, mornüng and start-up prcædurce)o Cornplete waranty Rubber Sealant ìubrl View Section *Serrdce cont¡æ¡cts ava¡lable for maintenanæ8 DimensionsDigging Specs ln vert Net Copocity Net Weight 1J' Long x 8' Wide 56" below inlet lnlet q^ Outlet "-!."çlslh tsz" width Min. --I-eis.l*- 92" lnlet S Outlet Totol 1002 gol gol 1509 gol Lid Tonk 1118O lbs 14980 lbs23"68"3600 lbs @ VALLEY Waûer & Was!üreüer r Sytteme r ProducúeH PRTCASI,Inc. 'serulæ frrsl sgtr?6{ ffico' Rå317 P.t Bo(æ5 Fu: (71g) 3gS3A27 B'sE\4Sa' æ812f1 lTeb¡lb: wmr.vdlq¡peætaarn Esmll : runmæ¡c@vgbyp¡ecastærn Ðouble llalled PVG Riser & L¡d Options Poly Lid (Static load tested to 5(X)0lbs)¡ Skid rcsistance surface. Available in green. Highest level of UV Protection included. lncludes a foam gasket for airtight and waterti ght appl ications. lncludes square drive scre\irs to discourage unauthorized enty. lnsulation panels achieve R-10 insulatlon nating 2' of lnsulation Standard Orenco @ DuraFiberm Access Lids (FLD) Not recommended for vehict¡lar haffi c 24'and 30'Diameters. Solid, resin-infused fiberglass consfi¡ction. 20,000-lb breaking stuength. Standard green or brown colors. Available with orwithout urethane lid gasket. Available with carbon filhation. 4 stainless steel f,athead socket cap scre\ rs & hex key wrench. lnsulated lids available - 2'or4' Double Walled PVC Riser . Available in 24' and 30" Diameter. Cut to length¡ Sold in +/- 2" inclemenb. Must be cut between ribs VALLTY w PRECAST, llYeier & Wa¡üewür r Systsnæ ¡ Fs€ducilB Inc. r $erulee [¡fg]tg5{?6{ æıct'ru'3l7 F.Ð.Bo(ffi Fu: rl1$) SÐã.37ã HHEvlda' æ812f1 ItUeb¡lb: wnrv.vdleypmæt ænr Emdl : fonUæ¡@atle1ryruætærn Item # Dt$ Tank Deadman (Itnüi Buoyancyl _241'_ Top View ,L, I . #4 Rebar Lifting Eye. 6000 psi concrete. 600 lbs. Cable is not provided Section View 1 I I 2" I It Suggested lnstallation: Two %" Cables (Not provided) Tumbuckle on one side to tighten cable before installation (Supplied by Others) Tank lnstallation NOTE: Please refer to Buoyancy Engineering for each tank for conect number of deadmen needed. 4 E. o..4 , I, Opdon¡l lmldhüon llY&r & tffasbnnier grrs! gÐã{?04 28m5c* ru'æF F.O. Bco(æ5 Fax ftlg) 3wg72r e'Hl|vldã' æ81211 IYebc]þ¡ vnrvr.vdbypre#.oan Emell: ñottffif@t¡*¡€lprscast sãr VALLEY :Fffiffi PRECASI¡ Inc. ¡ serulce E & Biotube@ ProPak Pump PackagerM Orenco' 60-Hz $eries Pump Packages Control panel General 0renco's Biotube@ ProPak''"' is a complete, integrated pump package for filtering and pumping effluent from septic tanks. And its patented pump vault technology elinrinates the need for separate dosìng tanks. This document provides detailed information on ihe ProPak pump vault and filter, 4-in, (100-mm) 60-Hz turbine effluent pump, and control panel. For nlore information on other ProPak components, see the following 0renco technical documents: . Float Switch Assemblíes (NSU-MF-MF-1) . Discharge Assemblies (NTD-HV-HV-i ) . Splice Boxes (NTD-SB-SB-1) o Extental Splice Box (NTD-SB-SB-1) Applications The Biotube ProPak is designed to filter and pump effluent to either gravity or pressurized dìscharge points. lt 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, BPPSOTDD-SX Product Code Diagram External splice box (Optìonal; internal splìce box cornes standard.) Riser lid (not included) Float bracket Supporl pipe Pump vaull Float slem Floats Float collar Vaull inlet holes 4-in, (100-mm) turbine effluent pump Biotube@ filter cartrìdge Riser (not included) Discharge assembly Pump liquid end Pump motor BPP -r I I Standard options: Blank = 57-in. (1 448-mm) vaúlt height, internal splice box, standard discharge assembly68 = 68-in.(1727-mm)vaultheight SX = external splice box CW = cold weather discharge assembly DB = drainback discharge assemblyQ = cam lock [4tV = non-mercuryfloat Control panel appl¡cat¡on: DII - demand-dosino IDA = tlmed-Cosing, analog timer TDD = timed dosing, dìgital timer, elapsed tinre metet & counters Biotube@ ProPakrM pump package components.Punrp flo!/ rate, nominal: 20 = 20gpm(1.3Usec) 30 = 30 gpm (1,9 Usec) 50 = 50gpm(3,2Usec) B¡otube@ ProPak"' pump vault orenco Systems@ lnc. , 814 Airway Ave., Sutherlin, 0R 97479 USA o 800-348-9843 .541-459-4449. wìrvworenco.com NTO.BPP-1 Rev,1.2, @ 08/14 Page 1 of 4 PrûPak'" Pump Vault Bictube@ Filter Caftridge Materials of Construction Materials of Construction Vault body Polyethylene Filter tubes Polyethylene Supporl pipes PVC Cartridge end plates Polyurethane Dimcnsions, in. (mm)llandle assembly PVC A - Overall vault height 57 (1448) or 68 (1727) Dimensions, in. (mm) B - VaLrlt dianreter 17.3 (43e)A - Carlridge height 18 (457) C - lnlet hole height 1e (475)B - Cafiridge width 12 (305) D - lnlet hole dìameter (eight holes lotal)2 (50)Performance E - Vault top to support pipe bracket base 3 (76)Biotubeo mesh opening 0.125 in. (3 mnr). F - Vault bottom to filter caftridge base 4 (102)Total filter flor¡r area 4.4 Í\'z (0.4 m') Total filter sufface area 14 5 ft2 (1 .35 m'z) Maximum flour rate 140 gpm (B B Usec) -0.062 ¡n. (1.6-nn1) filter rncsh ava¡lable E D AC -r E II B B ---+l ProPakrM pump vault (shown with Biotube filter and effluent pump)Biotube@ filter cartridge (shown with float switch assemhly) î A NTD-BPP-'I Rev. 1.2, @ 08/14 Page 2 of 4 orenco Systems@ lnc, ,814 Airway Ave., Sutherlin, 0R 97479 USA . 800-348-9843 o 541-459-4449 . www.orenco.com Orenco' 4-in. (100-mm) Turbine Etfluent Pumps Orenco's 4-in. (100 mm) Iurbine Eftluent 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 safebr standards for effluent purnps, and meet UL requirements. Pourer cords for Orenco's 4-in. (100-mm) turbine effluent punìps are Type S00W 600-V motor cable (suitable for Class 1, Division 1 and2 applications). Materials of Construction Discharge:Slainless steel or glass{illed polypropylene Dischargebearing: Engineeredthermoplastic(PEEI() Diffusers:Glassjilled PP0 lmpellers:Acetal (20-, 30-gmp), Noryl (50-gpm) lniake 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 waier and propylene glycol Specifications Pump Curves Pump curves, such as those shown here, can help you determine the best pump for your system. Purnp curves show the relationship between flow (opm or Usec) and pressure (TDH), providing a graphical representation of a punrp's performance range. Pumps perform best aTlheir noninal flow rate, measured in gpin or Usec. 0.63 þlaw in liters per second (Usec) 1.26 1.89 2.52 3.15 3.79 4.42 140 r20 100 BO 60 40 20 Pt 200511 I \ I PF 30û511 { \ I \\ ì Pt 500511 t ! \\ I 4J a¡È Ê cl¡\ (! (¡) (J (q\ ñ h cr 3I Q soS ç¡l.- È24(Eos(¡ le Ê'-G \rÈ Ê Nom. floq gpm (Usec) Length in. (mm) Weight lb (kg) Discharge in., nominal 1 lmpellers 10 20 30 40 50 60 70 FIow in gallons per minute (gpm) 20 (1,3) 22.5 (572) 26 (11) 1.25 4 30 (1,e) 21,3 (s41) 25 (1r) 1,25 3 50 (3.2) 20 3 (516) 27 (12) 2.00 2 Pedormance Nom. flow, hp (kW) gpm (Usec) Design flow amps Rated cycles/day Min liquid level, in. (mm) 2 20 (1 3) 0.5 (0 37) 12.3 300 1B (457) 30 (1.e) 0,5 (0,37) 11 I 300 20 (508) 50 (3.2) 0.5 (0.37) 12.1 300 24 (610) 1 D¡scharye is fenale NPT threaded, U.S. nominal size, to acc1nmodate qrencú' discharge h1se and valve assemblies. Consult your )rencl Distribut1r ab1ut f¡ttings t0 connect discharge assenblies to metilc-sized piping, 2 Minintum liquid level is for single punps when installed in an qrenc1Bi1tube@ Pr1Pakrtr Punp Vau!t. orenco Systems@ lnc. , 814 Airway Ave., Sutherlin, 0R 97479 USA . 800-348-9843 . 541-459-#49 . www.orenco.com NTD-BPP-I Rev, 1,2, @ 08/14 Page 3 of 4 OrenGo' Control Panel {Ðemand Dose)Control Panel (Tirned tlcse) Orenco's ProPaK" demand dose control panels are specifically engineered for the ProPak punrp package and are ideal for applications sLrch as demand dosing from a septic tank into a conventional 0ravitv drainfield. Materials of Construction Orenco's ProPak tlmed dose control panels are specifically engineered for the ProPak pump package and are ideal for applications such as tinred dosing from a septic tank into a pressurized drainfield or nlound. Analoq or digital linters are available. Materials of Construction Enclosure UV-resistant fiberglass, UL Type 4X Enclosure UV-resistant fìberglass, UL Type 4X Hinges Stainless steel Hinges Stainless steel Dimensions, in. (mm)Dimensions, in. (mm) A Height 1 1 5 (290)A - Height 11.5 (2e0) B - Width e,5 (240)B - Widrh e.s (240) C - Depth 5 4 (135)C - Depth 5.4 (135) Specifications Specifications Panel ratings 120U,314 hp (0.56 k\,{4,144, single phase,60 Hz Panelratings 120V,314 hp (0.56 k\ 4, 14 A, single phase, 60 Hz f . iVotor-start contactor i6 FLA,l hp (0.75 k\t\4,60 Hz;2.5 nrillion cycles at FLA (10 million at 50% of FLA) Dual-nlode Programmable Íor timed- or denrand-dosing (digital tìnred-dosing panels only) 2, Circuit 120 V 10 A, 0FF/0N switch, Sìnqle pole breakers 3 Toggle switch Single-pole, double-throw H0A swilch, 20 A 4, Audio alarm 95 dB at 24 in. (600 mm), warble-tone sound, UL Type 4X 5. Audio alarnr 120 V automatic reset, DIN rail mount silence relay 6, Visual alarnr 7lB-tn. (22-nn) diameter red lens, "Push-to-sjlence," 1 20 V LED, UL Type 4X Contral panel, demand-dose 1 20 V repeat cycle from 0,05 seconds to 30 hours. Separate variable controls for OFF and 0N time periods 120-V programnable logic unit with built-in LCD screen and programming keys. Provides control functions and timing for panel operation 2, lVlotor.staft contactor 16 FLA, t hp (0 75 kVr4,60 Hz;2,5 million cycles at FLA (10 milllon at 50% of Fl-A) 3, Circuit breakers 120 V 10 A, 0FF/0N swÌtch. Single pole 120 V 4 Toggle Switch Single-pole, doublelhrow H0A swilch, 20 A 5. Audio alarnr 95 dB at 24 in (600 mm), warble-tone sound, UL Type 4X 6. Visual alarm 718-tn, (22-nn) diameter red lens, "Push-to-silence", 120V LED ULType 4X Control panel, timed-dose (digital timer model shown) 1a, Analog timer (not shown) 1b. Digital tinrer (shown below) o @ HffiO ø ffio NTD-BPP-1 Rev.,l.2, @ 08/14 Page 4 of 4 orenco Systems@ |nc.,814 Airway Ave., Sutherlin, 0R 97479 USA . 800-348-9843 . 541-459-4449 . www.orenco.com a & &a PF Series ${nch (1 00-mm) Submersible Etfluent Pumps Applications Our 4-inch (100-mm) Submersible Effluent Pumps are designed to transport screened effluent (with low TSS counts) from septic tanks or separate dosing tanks. All our pumps are constructed of lightweight, conosion-resistant stainless steel and engineercd plastics; all are field- seruiceable and repairable with common tools; anrj all 60-Hz PF Series models are CSA certified to the U.S, and Canadian safety standards for effluent pumps, nreeting UL requirements. Orenco's Effluent Pumps are used in a variety of applications, including pressurized drainfields, packed bed filters, mounds, aerobic units, effluent irrigation, effluent sewers, wetlands, lagoons, and nlore. These pumps are designed to be used with a Biotube@ pump vault or after a secondary treatment systen. - Discharge Connection - Bypass Orifice Franklin Liquid End - Suction Connection Franklin Super Slainless lVlotor Features/$pecif ications To specify this pump for your installation, require the following: ¡ Mininrum Z{-haur run-dry capability with no deterioration in pump life or perlormance- . Patented 1Æ-inch (3-mm) bypass orifice to ensure flow recirculation for motor cooling and to prevent air bind . Liquid end repair kits available for better longlerm cost of ownership . TRI-SEALTM floating impeller design on 1 0, 1 5, 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 Vsec) models . Franklin Electric Super Stainless motor, rated for continuous use and frequent cycling . Type S00W 600-V motor cable . Fìve-year warranty 0n pump or retrofit liquid end from date of manu- facture against defects in materials or workmanship . Not appt¡cahte flr ï-hp (3.73 kvq no(tels Standard Models See specifications chart, pages 2-3, for a list of standard pumps. For a complete list of available pumps, call 0renco, Product Code Ðiagram PF -_T_ II Cord length, Blank = 1030 =30 ft (n):+(3) 2s = 20 (6\(e) 50 = 50(15) Æ^& "\!i;, v L880980 1F20538S6 Pci¡yered by Fnanklin Eleeünic Voltage, nameplate: 1 = 115- 200 = 20t2=230t 4 =460 FreqLrency: 1 = single-phase 60 Hz 3 = three-fihase 00 Hz 5 = single-phase 50 Hz Horsepower (kW): 03 = % hp (0,25) 05 = 1zz hp (0.37) 07 = % hp (0.56) 10 = t hp (0.75) 15 - 1-% hp (1.11) 20 = 2 hp (1,50) 30 = 3 hp (2.24) 50 = 5 hp (3.73) Nominal flow, gpm (Usec): 10 = 10 (0.6) 15 = 1 5 (1 ,0) 20 = 20 (1.3) 30 = 30 (1.9) 50 = 50 (3.2) 75 -- 7s(4.7) Pump, PF Series ' lz-hp (0.37kW) only i220 volts for 50 Hz punlps lNote: 2Ojoot cords are availallle 0nly for single-phase pum0s through 1 -/z hp orenco Systems@ lnc. , 814 Airway Ave., Sutherlin, 0R 97479 USA . 800-348-9843 . 541-459-4449 . wwworenco,com NTD.PU.PF-f Reu.2.2,@ 09114 Page 1 of 6 Orenco $pecificaticns,G0Hz . Ë i Ê _a* '&_= E. Ë g ËE Þ . E' *. - lE -. ; r: sÊL ã Ë-. E € ä s Ë,8 i E ıE) .ã€ Ë- s¡ E* ; c E E ËF '; åÊ L àss se * Ëg Ë äË Ë !e ËË q ç: F Ë Purnp Model PFl 0051 2 10 (0,6) 0,50 (0,37) 1 230 240 6.3 6,3 6 1 % ut, 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 l/¿ in, GFP 23 0 (660) 16 (406) 26 (121 s00 P70071'¿ 4'5 10 (0 6) 0,75 (0,5ô) 1 230 240 8.3 8.3 8 1 /¿ in. GFP 25,9 (658) 17 (432) 30 (14) 300 PF100732004,5 10(0.6) 0,75(0.s6) 3 200 208 5.1 5,?- B 1%in,GFP 25.4(645il 17(432) 31 (14) 300 PF1010125'6 10(0.6) 1,00(0.75) 1 230 240 e.6 e.6 9 1/¿inGFP 2t.S(709) 18(457) 33(15) 100 PF'1010320016 10(0.6) 1.00(0,75) 3 200 208 5,5 5,5 I 1ll¿inGFP 27,3(693) 18(457) 37(17\ 300 ?F1020125'67'8 10(0.6) 200(149) 1 230 240 12J 12.1 l8 1/¿in.SS 39,5(1003) 22(559) 4E(22) .100 PF102032s'",8 10(0.6) 2.00(1.49) 3 230 240 7.5 7.6 18 'l % in.SS 37.9(963) 20(508) 44{20) 300 PFl 0203200 5, 6,8 1 0 (0,6) 2,00 (1 ,49) 3 200 208 8.7 8,7 1 I 1 14 in, SS 37.9 (963) 20 (508) 44 {20\ 300 PFl 5031 1 15 (1 0) 0.33 (0.25) 1 115 120 8.7 B.B 3 1 % in GFP 19,5 (495) 15 (380) 23 (10) 300 PFl 5031 2 15 (r .0) 0,33 (0,25) 1 230 240 4.4 4.5 3 1 1z¿ in GFP 19 5 (495) 15 (380) 23 (10) 300 PF2005t 1 20 (1 .3) 0 50 (0 37) 1 1l5 120 12,3 12,5 4 1 lq in. GFP 22.3 (566) 18 (457) 25 (11) 300 PF20051 2 20 (1 .3) 0 50 (0,37) 1 230 240 6,4 6.5 4 1 lq n. GFP 22.5 (572) 18 (457) 26 (1?) 300 PF20053200 20 (1,3) 0.50 (0,37) 3 200 208 3.7 3,8 4 1 lq in, GFP 22.3 (566) 18 (4571 26 (12) 300 Pt201012 4'5 20 (1 ,3) 1 ,00 (0,75) I 230 240 I0.5 10,5 7 1 % in, GFP 28,4 (721) 20 (508) 33 (15) 100 PF201 03200 4,5 20 (1 .3) 1 ,00 (0,75) 3 200 208 5.8 5,9 7 1 lq tn. GFP 27 ,8 (7061 20 (508) 33 (l 5) 300 Pr2U5124'5 20 (1.3) 1.50 (1.11) 1 23a 240 12.4 12,6 9 1 /¿ in, GFP 34.0 (864) 24 (610) 41 (19) 100 PF20153200 4 5 20 (1 .3) I 50 (1,1i) 3 200 208 7.1 7.2 9 1 /¿ in GFP 30,7 (780) 20 (508) 35 (16) 300 PF30051 i 30(1,9) 050(0,37) 1 115 120 '11,8 11,8 3 1%ln GFP 21,3(541) 20(508) 28(13) 300 PF30051 2 30 (1 .9) 0.50 (0.s7) 1 230 240 6.2 6.2 3 1 l/¿ in GFP 21 ,3 (541) 20 (508) 25 (1 1) 300 Pt30053200 30 (1,9) 0,50 (0.37) 3 200 208 3.6 3.6 3 1lqin,GFP 21,3 (541) 20 (508) 25 (11) 300 Pt300712 30 (1 .9) 0,75 (0.56) 1 230 240 I 5 8.5 5 1 lq tn. 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 % in GFP 24,6 (6251 21 (533) 30 (14) 300 PF301012 4 30 (1.9) 1.00 (0.75) 1 230 240 10.4 10.4 6 1 l/¿ in GFP 27.0 (686) 22(55s) 32 (15) 100 PF30103200 4 30 (1 .9) 1 .00 (0 75) 3 200 208 5.8 5,8 6 1 1/¿ in, GFP 26,4 (671) 22 (559) 33 (15) 300 PF301 51 2 4'5 30 (1 ,9) 1 ,50 (1 .1 1) 1 230 240 12,6 12,6 I 1 % in GFP 32,8 (833) 24 (61 0) 40 (1 8) 100 PF301532004'5 30(1.9) 1,50(1.11) 3 200 208 69 69 I 112¿in GFP 29,8(75n 22þ59) 34(15) 300 PF301534 4'5 30 (1.9) 1 50 (1,11) 3 460 480 2,8 2,8 8 1 1z¿ in GFP 29,s (685) 22 (559) 34 (15) 300 PF3020125'6,7 30(1.9) 200(1.49) 1 230 240 11.0 11.0 10 1lz¿in.SS 35,5(902) 26(660) 44(20) 100 PF30203200'6 30(1.9) 2.00(1.49) 3 200 208 9.3 9,3 10 1%in,SS 34.0(864) 24{610) 41 (19) 300 PF303012 5 0, ?,8 30 (1 9) 3.00 (2.23) '1 230 240 16,8 16,8 14 1 l/¿ in, SS 44.5 (1 130) 33 (B3B) 54 (24) 100 PF3030325'6,8 3û(1,9) 3,00(2.23) 3 230 240 100 10.1 14 1ll¿in,SS 44.3(1125) 27(686) 52(24) 300 PF3050125,6,7'8 30(1.9) 500(373) 1 230 240 25,6 25.8 23 1/¿in.SS 66,5(1689) 53(1346) 82(37) 100 PF305032 5' 6' e 30 (1 .9) 5.00 (s.73) 3 230 240 1 6.6 1 6.6 23 1 i/¿ in. SS 60 I (1 544) 48 (121s\ 66 (30) 300 PF30503200 5 ô B 30 (1,9) 5.00 (3,73)3 200 208 18.7 18,7 23 I lz¿ in, SS 60,8 (1544) 48 (1219) 66 (30) 300 PF50051 1 50 (3.2) 0.50 (0.37) 1 115 120 12.1 12J 2 2 in SS 20,3 (516) 24 (610) 27 (12) 300 PF50051 2 50 (3.2) 0 50 (0,37) 1 230 240 6.2 6,2 2 2 in, SS 20,3 (516) 24 (610) 27 (121 300 PF500532 50 (3,2) 0,50 (0,37) 3 2s0 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 PF50071 2 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 I 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@ lnc, , 81 4 Ain¡ray Ave., Sutherlin, 0R 97479 USA . 800-348-9843 . 541 -459-4449 . www,orenco,com OrenGo' G 6t)'¡5 o c) (ı cc E) {i ı.)E *o 0.) -Ël Jã E.c c E s q) J éJ_Nvr.g(rk o-Ø9 Oı Ø =gc, E th Ë(t,x(gã ão ËDØø= Ê(! t:', o (E x. E- a:oo ÊJSGi<zX oØ(! ó- $Ø Specifications, 60 Hz (continued) E CL 6ir È<' q¡ 9,c) I Ëgt'6q)â 3-v Model PF500734 50 (3.2) 0 75 (0.56) 3 460 480 1 .B 1 .8 3 2 in. SS 34,8 (BB4) 25 (635) 31 (l4) 300 PF501 0r 2 50 (3.2) 1 ,00 (0.75) 1 230 ?40 10,1 10 I 4 2 in, SS 27.0 (680) 26 (660) 35 (16) I00 PF50l0s200 50 (3,2) 1 ,00 (0,75) 3 200 208 5,7 5.7 4 2 in, SS 26.4 (671) 26 (660) 39 (18) 300 50 (3.2) 1 .00 (0,/5) 3 460 480 2.2 2,2 4 2 in, SS 26,4 (67 | 20 (660) 39 (1 8) 300PF50r 034 PF501 51 24 50 (3.2) 1 ,50 (1 ,1 1) 1 230 240 12,5 12.6 5 2 in. SS 32.5 (826) 30 (762) 4r (1 9) 1 00 PF501532004 50 (3.2) 1.50 (1 1l) 3 200 208 7.0 7.a 5 2 in, SS 29.3(744) 26 (660) 35 (16) 300 PF5030l2 4' -5,7,8 50 (3 2) 3 00 (2,23) I 230 240 17.7 1V .7 I 2 in. SS 43.0 (1092) 37 (940) 55 (25) 100 PF50303200458 50(32) 300(2.23) 3 200 208 l3,l 131 B 2in,SS 43,4(1102) 30(762) 55(25) 300 PF5030344s3 50(32) 300(2.23) 3 460 480 5.3 53 B 2inSS 400(1016) 31{787) 55(25) 300 PF5050125,6/'B 50(3.2) 5.00(3.73) 1 230 240 26,2 26,4 13 2in SS 65.4(1661) 55(1397) 64(29\ 300 PF505032 s,6'7,8 50 (3.2) 5.00 (3.73) 3 230 240 16 5 16.5 13 2 in. SS 59.3 (1506) 49 (1245) 64 (29) 300 PFZ51012 75 (4.7) 1 ,00 (0 75) 1 230 240 e.9 I0.0 3 2 in. SS 27,0 (686) 27 (686) 34 (15) 100 Pt751512 75(4.7) 150(1.11) 1 230 240 12.1 12.3 4 2in SS 334(848) 30{762) 44(20) 100 Specifications, S0 Hz Pump Model PF1 00552 10 (0,6) 0,50 (0,37) 1 220 230 3,9 4.1 6 1 % in, GFP 23 0 (584) 17 (432) 26 (121 300 PF100752 4'5 10 (0,6) 0,75 (0 56) 1 220 230 6.2 6.2 I 1 i/q in GFP 26.8 (658) 17 (432) 30 (14) 300 PF10155216 10(0.6) 150(1 1l) 1 220 230 10.5 11,4 18 1ll¿in.SS 39.5(1003) 22(559) 46(21) 300 PF300552 30(l 9) 050(0,37) 1 220 230 4.1 4.1 4 llqin,GFP 22.5(572) 19(483) 26(12) 300 PF300752 30(19) 075(0.56) 1 220 230 01 6.1 5 1lqin,GrP 24I(630) 19(483) 29(13) 300 Pt301 052 30 (1 .9) 1 .00 (0,i5) 1 220 230 7 ,4 7 .4 7 1 /¿ in. GFP 28.4 (721J 20 (508) 32 (l5) 100 PF30155245 30(1,9) 1,50(1.11) 1 220 230 9,3 9,3 B 1%in GFP 3s.4(899) 24ga) 40(r8) 100 50 (3.2) 0 50 (0 37) 1 220 230 4.0 4 0 2 2 in. SS 20.3 (516) 25 (635) 29 (13) 300PF500552 PF500752 50 (3,2) 0 /5 (0,56) 1 220 230 6.3 6.4 3 2 in. SS 23.7 (602) 25 (635) 31 (14) 300 PF501 052 50(3.2) 100(0./5) 1 220 230 7.3 7.4 4 2in.SS 27c(680) 26(660) 35(16) 100 PF501 552 50 (3 2) I .50 (1 ,11) 1 220 230 I 1 9.1 5 2 in. SS 32.5 (826) 30 (7621 42 (19\ 100 PF751052 75 ß.2) 1 .00 (0.75) 1 220 230 7.3 7 .3 4 2 in. SS 30.0 (762) 27 (686) 34 (r q 100 Disiributor abaut frttings t0 ccnnect h1se and valve assenblies t0 netr¡c's¡zed p!ping. 0renco fo| tnore iÍornat¡on. 3 Weight includes cart1n and 101t (3-m) cord. 4 High-ptessure discharge assenbly required. 5 D0 nlt use cani-llck lptiln (q 0n discharge assembly. 6 Cust)n) discharge assefiúly requìred f1r these punps. C1ntact Orcnc1. 7 Capacit1r pack (s1ld separately or instalied in a cust1m c)ntr1l panel) requhed for this punp. C1ntact )rencl. B l1rque locks are avaÌlable for all punps, and are suppl¡ed vriÍh s-hp and s-hp punrys. NTD.PU-PF-I Rev.2.2, O 09/14 Page 3 of 6 Orenco Systems@ lnc. ,814 Airway Ave., Sutherlin, 0R 97479 USA . 800-348-9843 .541-459-4449 . www.orenco,com Orenco Materials af Construction Discharge Glass-filled polypropylene or stainless steel Dischargebearing Engineeredthermoplastic(PEEIî Diffusers Glassjilled PP0 (Noryl GFN3) lmpellers Celcon@ acetal copolymer on 10-, 20, and 30-gpm models; 5O-gprn impellers are Noryl GFN3 lntake screen Polypropylene Suctionconnection Stainlesssteel Drive shaft 7/1ô inch hexagonal stainless steel, 300 series Coupling Sintered stainless steel, 300 series Shell Slainless steel, 300 series lVotor Franklin motor exterior constructed of stainless steel, l\4otor filled with deionized vvater and propylene glycol for constant lubrication, Hermetically sealed motor housing ensures moisture{ree windings. All thrust absorbed by Kingsbury-type thrusl bearing. Rated for continuous duty. Single- phase motors and 200 and 230 V 3-phase motors equipped wìth surge arrestors for added security. Single-phase rnotors through 1,5 hp (1 .1 1 kW have built-in thermal overìoad protection, which trips a|203-221' F (95-1 05' C). Using a Pump Curve A putrtp curue helps you determine the best pump for your systern. Pump curves show the relationship between flow (gpm or Usec) and pressure (total dynarnic head, orTDH), providing a graphical representation of a pump's optimal performance range. Pumps perform best at their norninal flow rate - the value, measured ln gpm, expressed by the first two nurnerals in an 0renco purnp nomenclature. The graphs ln this section shor,v optirnal pump operation ranges with a solid line. Flow flow rates outside of these ranges are shown with a dashed line. For the nlost accurate pump specification, use 0renco's PumpSelect'" software. Pump Curves,60 Hz Models PFÎ5 Series,60 Hz,0.3 hp 503 a(¡) È tr Go $ €\'t! (E .a 800 700 AJ a5 È 600 =n 5oo tEp 400 (¡ $ :oo x.: 2oo(E .o 100 160 140 120 100 80 60 40 20 002468101214 FIow in gallons per minute (gpm) 36512151821 FIow in gallons per minute (gpm) 16 0 24 PFl0 Series, 60 Hz, 0.5 - 2.0 hp PF1020 PFlOT PFlL:: PFl : r:.', Pt1005-FC wllh"llaw controller NTD.PU'PF.I Reu.2.2,@ Ogll4 Page 4 of 6 orenco Systems@ lnc. , 81 4 Airway Ave., Sutherlin, 0R 97479 USA . 800-348-9843 . 541 -459-4449 . www,orenco.com 400 350 e:q¡ È 300 * A z5o !(sq) 2{10 a È 1cn !.I loo(tr ,o 50 900 800 d)q)\ri 700 F oooF r 500 q).Eq¡ 400 s 300È s 200.o q) (u ã b q¡ q)+(¡ (! \ (È .CÐ 450 400 q).s 3bo È soo n l¡ 250 Ga d 200 E 150\ E 1oo Ê 60 Flz Models {cantinued) 510152t253035 FIow in gallons per minute (gprn) 10 20 30 40 50 60 70 80 Flow in gallons per minute (gpm) PF20 Series,60 Hz, 0.5 - 1.5 hp PF2015 ;:. PF201 0 pF3üS0 PF30 Series, 60 llz,0.5 - 5.0 hp PF301 5 PF3010 PF3007 P Þ l\ì "-:l 45 PF75 Series, 60 Hz, 1.0 - 1.5 ltpPF7515 Flow in gallons per minute (gpm) 00 00 400 0 510152t25303540 Flaw in gallons per minute (gpm) 50 100 90 80 7A 60 50 40 30 20 10 00 900 0 10 20 30 40 50 60 70 80 s0 100 PF50 Series,60 Hz, 0.5 - 5.0 hp f PF501 5 PF5010 PF5007 PF5tt5 0renco Systems@ Inc, , 81 4 Airway Ave., Sutherlin , 0R 57475 USA . 800-348-9843 . 541 -459-4449 . wwworenco.com NTD.PU.PF-T Rev.2.2, @ 09/14 Page 5 of 6 Orenoo PFÎ0 lieries,50 He,0.37 - 1.ff kW PF1 005-FC w/6mm llow controller \ Fump turves, 5t Hz Models 180 Flaw in gallors per minute (gpn),1.6 3.2 4.8 6.3 7.9 9.5 Flaw in galløns per minute (gpn), nøminal6.3 13 19 25 32 øpn), 48 nominal i1 nominal 56 63 10 19 gallons per29 3B 120 PF30 Series, 50 Hz, 0.37 - 1.f t kW 0.4 0.8 1.2 l.tr 2.0 2,4 Flow in liters per secand (Usec) Flaw in minute (gpn), naminal J1ö.È È' ^^.. e)tbt .ç) ı r97 t (Ë q) rJr Ë(c >ù. (E tiô : h 00ø c) (u Ê l¡F- È^^ßE bUql o È4U È (E h 20 f,ac G ssg Ë q) 394.q) :ze È R 262 Ëq)Ê rgz'3 G l:l È nl 66h 1 u¡ 0J1 EJ .\| F: !-l ìg q) () (E b c¡ 8S*(! zs$ os E' GJ EO'\ a¿sbÞ ^^ qJ (l 30H "" ìs Ê 21 6¿+ sl8 o15(¡) .9 r, tË *o G,a6 (E è $qJ èat\ ì¡ G AJ (¡ (g Èx ,o 60 40 20 00 80 60 4A 20 0 00 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 Flow in liters per second (Usec) Flaw in gallans per minute7.9 16 24 32 40 48 57 67 76 86 45 40 PF75 Series,50 H2,0.75 kW PF751052 0.6 1.2 1.8 2.4 3.0 3.6 4.2 4.8 5.4 6.0 Flaw in Iiters per secand {Usec) aJ ^.Ð .s :oI !t -Zi Gq¡ç20a (E.- e15 S10,È 15 9B 82 66 49 a1 165 0 0 NR0 1.0 1.5 Z0 2.5 3.0 3.5 FIow in liters per second (Usec) 4.0 4.5 0 PF50 Series, 50 Hz, 0.37 - 1.1 1 kW 052 ','. ::; s I{TD.PU.PF.1 Rev.2.2, O 09/14 Page 6 of 6 orenco Systems@ lnc, , B'14 AiMay Ave., Sutherlin, 0R 97479 USA . 800-348-9843 . 541 -459-4449 . www,orenco,rom t 0rifice Shields OrenGo Applications Orenco@ Orifice Shields are used in a pressurized distribution system t0 protect the orifices fronr backfifl debris that might cause orifice blockage, 0rifice shield installed on lateral pipe, standard configuration Shield 0rifice Cutaway vi eW stan d ard confi g u ratí o n 0rifice Shield Cutaway view, cold weather configuration General 0renco Orifice Shields snap-fit onto laterals. They may be placed on top of or beneath a lateral, depending on the location of the orífice. Orifice shields are covered by method-oËuse patent # 5,360,556, Standard Models 0s075, 0s100, 0s'125, 0s'150, 0s200 Product Code Diagram 0s ----r*-- II Lateral pipe size, nominal 075 = 0.75 in, (20 mm) 100 = 1.00 in. (25 mn) 125 = 1.25 in. (32 mm) '150 = 1.50 in. (40 mm) 200 = 2,00 in, (50 mm) 0rifice shield Material of Gonstruction PVC perASTM D-]784 Physical Specifications Model \$ %" Shield 0.0. in. (mm) Lateral pipe 0,0, in. (mm) 0s075 3 5 (8e)1.os (27) 0s1 00 3 5 (8e)1 .315 (33) 0s1 25 3.5 (8e)1,66 (42) Osr 50 4.5 (114)1.e0 (48) 0s200 4,5 (1 14)2,375 (60) orenco Systems@ Inc.,814 Airway Ave., Sutherlin,0R 97479 USA . 800-3¿18-9843.541-459-M49 . wwworenco.com NTD-SF-0S-1 Reu 1.1, @ 09/14 Page 1 of 1