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Home My WebLink AboutSubsurface Investigation and OWTS Design 04.10.2017ffihL tlrffirl\r,* 33 Four Wheel Drive Rd Corbondale, C0 8ló2t 970-309-5259 April 10,2017 Project No. C1281 Alleghany Meadows alleohanvm(Oomai l.com Subsurface lnvestigation and Onsite Wastewater Treatment System Design 250 Willow Lane Garfield County, Colorado Alleghany, ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The property outside of Carbondale, in an area where OWTSs and wells are necessary. Original design documents have some changes. Documents dated March 30, 2A17 should be discarded and replaced with these dated April 10,2017 . Legal Description: Sêction: 35 Township: 7 Range:88 TR in Lot 12 Parcel lD: 2393-354-00-025 srrE coNDrtoNS The property is currently developed with a 3-bedroom, single-family residence and is served by an existing OWTS. An addition to the residence is proposed, which will result in one additional bedroom. A bathroom is also proposed in the existing garage. The garage space will include plumbing such as a toilet and sink, but no living area. The plumbing in the garage will be an auxiliary use to the main house. The existing OWTS will be abandoned and replaced with a new OWTS, outlined in this design. The private well serving the subject residence is located just beyond the southern property boundary. An additionalwell serving the adjoining property to the north is located inside the neighboring residence (286 Willow Lane). Both wells must be located a minimum of 50Jeet from the proposed septic tank and a minimum of 1OOJeet from the proposed soil treatment area (STA) The proposed STA is located in the northwest corner of the property. The proposed STA is relatively flat. The Roaring Fork River is located to the north of the subject property, and due to a number of ditches in the area and the elevation of the property relative to the Roaring Fork River, the area is subject to seasonally high groundwater. Looking west looking east Page2 SUBSURFACE The subsurface was investigated on March 29,2017 by digging two soil profile test pit excavations (Test Pits). A mini-excavator was used to excavate the test pits. A visual and tactile soil analysis was completed by Carla Ostberg at the time of excavation.l The materials encountered in the Test Pit #1 consisted of medium brown, moist sandy loam topsoil to 2.5- feet, underlain by light brown sandy gravel with greater than 50% rock content to a maximum depth explored of 6.0{eet. No bedrock or groundwater was encountered; however, we are estimating high seasonal groundwater in this area al2.SJeet below native grade. The materials encountered in Test Pit#2 consisted of light brown, sandy gravel to 1.S{eet, underlain by medium brown, moist sandy loam topsoil to 2.O-feet, underlain by light brown sandy gravel with greater than 50% rock content to a maximum depth explored of 8.OJeet. Groundwater was encountered at 7-feet; however, we are estimating high seasonal groundwater in this area at 2.OJeet below native grade. We observed moüling at approximately 4Jeet below native grade. A tactile analysis of the topsoil was taken from Test P¡t #1. The soil formed a ball and a ribbon less than 1-inch in length before breaking. Soil structure shape was granular, soil structure grade was moderate, and consistence was friable. Soil consistence was more gritty than smooth. This soil is classified as Sandy Loam (Soil Type 2). Soils underlying the topsoil horizon have greater than 50% rock content. This soil is classified as Sandy Gravel (Soil Type 0). An unlined sand filter with a minimum depth of 3-feet of sand filter material is proposed. A long term acceptance rate (LTAR) of 1.0 gallons per square foot will be used to design the OWTS, in accordance with Garfield County On-Site Wastewater Treatment System Regulations, adopted April 14,2014. Test Pit #1 ' Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page 3 Test Pit #2 Groundwater at 7-feet .. 1 ,É Evidence of mottling at 4-feet DESIGN SPECIFICATIONS The existing septic tank and STA will be abandoned in place. The septic tank must be collapsed and remaining void filled with gravel, sand, or compacted soil. Design Calculations: Averáge Design Flow = 75 GPD x 2 people/bedroom x 3 bedrooms + (75 GPD 4th bedroom) = 525 GPD LTAR = 1.0 GPD/SF 525 GPD / 1.0 GPD/SF = 525 SF The new OWTS design is based on 4-bedrooms and plumbing fixtures in the garage will be auxiliary to the main residence. An average daily wastewater flow of 525 GPD will be used. The system installation will include a new 150O-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. 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 52.5' unlined sand filter. The excavation for the sand filter will begin 1.O-foot below native grade. A minimum of 3-feet of sand filter material will be installed in the over-excavated footprint, resulting in 2-feet of sand filter material extending above native grade. Sand filter material must be clean, coarse sand, all passing a screen having four meshes to the inch. The sand must have an effective size between 0.25 and 0.60 mm. The uniformity coefficient must be 4.0 or less. Material meeting ASTM 33, for concrete sand, with one percent or less fines passing 200 mesh sieve may be used. Page 4 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 a2lr-inch screen and must be retained on al¿-inch screen. The manifold must be 1.b-inches in diameter. Laterals must be 1.5-inches in diameterwith 5/32-inch diameter orifices facing down, spaced 3{eet on center. We recommend Orenco@ Orifice Shields be installed on the laterals at eaófr 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 eid 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 mound height of 3-feet above native grade). Säils ¡n the åloped perímeter 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 e_ngineers in this area' Alternatives may be considered oi recommended by contacting our office. Construction must be according to Cãrt¡elO 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. Untii vegetation is reestablished, erosion and sediment control measures shall be implemented and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation cover. OPERATION INFORMATION AND MAINTENANCE The property owner shall be responsible for the operation and maintenance of each OWTS servicing the property. ihe property owner is responsible for maintaining service contracts for manufactured units, alternating STAs, and any other components needing maintenance' Geo-fabrics or plastics should not be used over the absorption area. No heavy equipment, machinery, or materials should be placed on backfilled STAs. Livestock should not graze on the STA. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWTS. For example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a STA. 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. 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. Page 5 ADDIT¡ONAL 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 cãnditions 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 ef 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, þurp", 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 describeã 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 régulations. The cıntractor should have documented and demonstrated knowledge of the requiremeñts 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¿rr,[* Lt*hxnr¿$\Carla Ostberg, MPH, REHS Richard H. Petz, 8860å Pump Selection for a Non-Pressurized System - Single Family Residence Project 3925 CR 154 I Garlield County, Colorado Paramete¡s 300 Disdìarge A$sembl y Size Transport Length Transport Pipe Class Transport Line Size Disribut¡ng Vahê Modd Max Ele\Étion L¡ft Design Flow Rate Flow Meter 'Add{n'Fridion Losses Calculations 1.25 140 40 2.00 None 1.5 10 None 0 i nches feet indles feet gpm i ndles feet Transport Velocity Frictional Head Losses 0.9 fps 250 200 150 100 50 PumoData oo Lo d(ú .E¿ .9 Eg o aú P Lossthrough Discharge Loss i n Transport Lossthrough Valve Lossthrough Flowmeter AddÐn'Fricl¡on Losses Pioe Volumes o.7 0.3 0.0 0.0 0.0 feet feet feet feet feet Vol of Trânsport Line 24.4 gaìs Minimum Pump uircments Dedgn FIow Rate Total Dynamic Head Orcnco Syttom' Incorporated Chøging tln Ulút rhc lUo'A Doâ Wtuaþþ 10.0 2.5 gpm feet 0 0 5 r0 15 20 25 Net Discharye (Spm) 30 35 40 L *d PF3005 High Head Effluent Pump 30 GPM, 1/2HP f 5l2nV 1ø 6t1z,,20o,t 3ø60Hz, PF3007 High Head Effluent Pump 30 GPM, 3/4HP 23oV 1Ø 60Hz., 200/460V 3Ø 60Hz PF3010 High Head Effluent PumP 30 GPM, 1HP 230V 1 Ø 60H2, 200/460V 3Ø 60Hz PF3015 High Head Effluent Pump 30 GPM, I-1l2HP 230V 1Ø 60H2, 2o012301460V 3Ø 60Hz \ \ ;; Sy$em Curve:- Pump Cune:' Pump Optimal Rangee Operating PointQ Design PointQ 33 Four Whæl Drive RædCarbondãle, CdoEdo 81 623Phons 970.309.5259€rla@allæwiæptic.æm[tt$tnilff^åT{#Meadows Residence520 W¡llil LaneGarield County, ColoradoPþjectNumber C1281=ÞÊÞ^"ìûs9E+=ãe8rgIg:dFUTUREoMtN. s0'APPROXIMATELOCATION OFNE¡GHBORINGWELLNTANKEXISTING STALOCATION- MM&æUNDSPÆCEL' RECÆæ7100'TO SIA-38:g8.52.¿-\\MSS&æUNOSPARG!REC ffi96870' t5' 30'S€le: 1'=30{"MflS&ÐUNDSPÆCE!REC &2410fJå-5tgdtyËtIIIIIrdr+'l0'LINE7.3-\.'JIr---f------J3-BEDROOMRESIDENCE + IFUTURE BEDROOMoctO-- @IDR€NlusEÍ PRoPERÏ2sI wuow w¡I g,573 se,E. *l108rcRsr{l's'=À.<sxeEtr6L7-MtN. 100'STAMtN.50'TANKoæ¡uGtMoMffi&æUNDSPÆCELR€C å70168oùMM & æUNDS PÆCEIREC €72æ2DRAWINGS MUSÏ BE USED INCONJUNCTION WITH DESIGNLETTER DATED O4IIO/17Date: O3/3O/17 IRevised: (}4/1U17 Ioesisneoey: cBol w1 .0Reviewed By: RHPIDrun Bv: ANG I Sheet I of 4 ML$lnïlffi3Í¡ Four Wheel Drive RædCarbondale, ColoEdo 8l 623Phon€ 970.309.5259ærla@allæryiceseptic.com#c*pTOP OF BANKìl2'x 52.5' UNLINED MOUNDEDSAND FILTER. MIN. 3'SANDFILTER MATERIALI,5" DIA SCH4O PVÇLEVEL MANIFOLD'f .5. DIA SCH-40 PVC PUMP LINELINE OF 3:l MOUND(MIN. I% DRAIN BACKTO TANK)MOUND WILL BE PLACEDOVER A PORTION OFNEW 1sOO-GALLON,TWO.COMPARTMENT, CONCRETESEPTIC TANK W/'ORENCO' PUMPSYSTEM. ANCHOR WITH DEADMEN----qltI...- Jl57.9'EXISTING STA1.s" DtA scH-40 PVc L¡tenets-IIwtTH 5/32" DtAOR|FTCËSFACING DOWN 3'O.C-L-III__JEXISTING CONCRETESEPTIC TANKTO BEABANDONEDEND LATERALS IN A90'ELBOW FACING UP W|THBALLVALVE IN AVALVEBOX ACCESSIBLE ATGRADE FOR FLUSHING/...-oıÒaINSPECTION PORTAT EACHCORNER OF STAôADD DOUBLE-SWEEPCLEANOUTS ATALL'Y"t6-/.4',o52.NEW 4" DIA SDR-35 SEWERLINEWITH DOUBLE€WEEPCLEANOUT (MIN.2% FALLTOTANK)7'N49.4'L}BEDROOMRESIDENCE + 1FUTURE BEDROOMov9?a,0' 15' 30'søle: 1' = 3{}10'cn"rir. PATIqOOWOODDECKMeadows Residence. 520 Wllorv L-ansGarfi eld County, ColoradoProjectNumbeÊ C1281Date: 03/30/17 IRevised: tl4l10/17 IoesisnedBy: ceol w2.0Reviewed B¡n RHPID€wn Bv: ANG I sheet I of4 iln[tffitIt33 Four Wheel Drivê RædCarbondale, CdoEdo 81623Phone 970.309.5259cârla@a¡lsru¡cespt¡c.m^&WTO TOE OF SLOPEFOR MIN 3:l SLOPEiI10' x 52.5' PRESSURE DOSEDSAND FILTER MOUND WITH 3I.5' DIA SCH-40 PVC LATERALSWITH 5/32" DIAORIFICESFACING DOWN AT 3'O.C.1.5'DIA SCH4O PUMP LINE(MIN 1 % DRAINBACK TO TANK)END EACH LATERAL IN A 90' LONGSWEEPING ELL FACING UP WTH ABALL VALVE IN A VALVE BOXACCESSIBLE AT GRADE1.5" DIA SCH4O LEVEL MANIFOLDL,lINSPECTION PORT AT EACHCORNER OF EACH MOUNDrISTA PLAN1.5' DIA SCH4O PVC LATERALSWITH 5i32" DIA ORIFICE HOLESFACING DOWN AT 3' O.C.INSPECTION PORÏ AT EACHCORNERTOPSOIL COVERLANDSGAPE FABRIC ON GRAVELGRAVEL FILTER MEDIAGROUNDWATERSAND FILTER MATERIÅI-SIEVE %PASSINGt ioo4 I5/r00I 80/100í6 45/8530 2516050 15r'60r00 ul200 0nMeadows Residence520 Willow LanèGarfi eld County, ColoEdoProj€ctNumber C12Elw3.0Date: 0330/17 IRevised: (M/10/í7 Ioæ¡sneo Blf cBolReviewed Ay: RHPIDEwn Bv: ANG ISheet 3 of 4 0tt$ililff33 Four Wheel Drive RoadCarùondalê, ColoEdo 81 623Phone 970.309.5259€rla@allsêru¡6eptic.æm&[ld l,þWDESIGN4-BEDROOT RESIDENCE75 GAUPERSON/DAY x 2 PERSONS/BEDROOM x 3 BEDROOMS + 75 GPD (4THBEDROOM)WASTEWATER FLOW = 525 GALLONS.IO" DIA VALVE BOXWITH SECURED LIDSLIP-ON PVC1.25' PVC SLIP X MALEPIPE THREADADAPTORW/CAPDO NOT GLUETANK:4-BEDROOM RESIDENCE = MlN. 125oGALLON SEPTICTANKÙSE 1sOO-GALLON, TWO-COMPARTMENT TANKWITH PUMP IN SECONDCOMPARTMENTINSULATED1.25" DIA BALLVALVETRACERWIREFINISHED GRADESOIL TREATMENT AREA (STA):LONG TERM ACCEPTANCE RATE (LTAR) = Lq çAU 5a ttCALCULATED STA = A/LTAR = 525 / 1.0 = s25 SFPRESSURE DOSED UNLINED SAND FILTERIO'X 52.5' UNLINED SAND FILTER WITH MIN. 3'SAND FILTER MATERIAL4'DIA1.25' DIA SCH-4{) PVCLONG SWEEP 90'ELBOWSEWER LINECHAMBÊR END CAPTO TANKHOUSE1.25' DrA SCH-40 PVCSUSPENDED TATERAL/l FLUSHING DETAIL\y NorrcffSOIL PROFILE TEST PIT NO. 1SOIL PROFILE TEST PIT NO.20LIGHT BROWN SANDY GRAVEL WITHGREATER THAN 50% ROCK (SOIL TYPE O)MEDIUM BROWN SANDY LOAMTOPSOILMEDIUM BROWN SANDY LOAM TOPSOIL234567I9ESTIMATED HIGH SESASONALGROUNÞWATER2'HIGH SESASONALGROUNDWATER 2.5'SLIP-ON PVCSPRINKLERVALVÊBOX AT GRADEFUlULIl-"o-lllôLIGHT BROWN SANDY GRAVELWITH GREATER THAN 5O7OROCK (SOrL TYPE 0)LIGHT BROWN SANDY GRAVELWITH GREATERTHAN 50%ROCK (SOTLTYPE0)LEGENDFnsandy loamiopsoilsandy gravelDO NOT GLUEFINISHED GRADE4' DIA SDR-35INSPECTION PIPESTA FILMEDIA1/4" DIA HOLE DRILLEDINTO TWO SIDES OF PIPEFOR VENTILATION(BELOW SLIP ON CAP)NO GROUNDWATER OR BEDROCK ENCOUNTERED INTEST PIT #1 (GROUNDWATER ESTIMATED 2.5)GROUNDWATER ENCOUNTERED IN TEST PIT #2 AT 7'(GROUNDWATER ESTIMATËD 2.5)Meadows Residence520 Wllil LaneGarfi eld County, CdoEdoPrcject Numben C1281w4.0Dãtè: O3/3O/17 IRevised: M/10/17 Ioesisneo ela CeolReviewed By: RHPIDÉwn Bv: ANG IShêet 4 of4 Item # {5OOT-zGP-HH {5OO Gallon Top Seam Two Gompartment with High Head PumP DESIGN NOTES¡ Design per performonce test per ASTlvl c1227. Top Eurfoce oreo 62.53 ft2¡ f'c GD 28 do)æ; concrete : 6,000 PSI Min. Instollotion:¡ Tonk to be set on 5" min. sond bed or peo grovelr Îonk-to be bockfilled unlformly on oll sides in lifts less thon 24" ond mechonicolly compocted¡ Excovoted moteriol moy be used for bockfìll, provided lorge stones ore removedr Excovotion should be dewotered ond tonk fìlled with woter prlor to being put in service for instcllotion with woter toble less thon 2' below groder Meets C1644-06 for resilient connectors¡ lnlet ond Outlet identified obove pipe¡ Delivered complete with internol piping¡ PVC rlsers ovoiloble¡ Secondory sofety screen ovoiloble with PVC riser ALLOWABLE BURY (Bosed on Woter Toble) WATER TABLE ALLOWABLL EARTH FILL 0'- 0"3'- 0' 1'- O"5'- 0' 2'-0"4'-O" J'- 0"4'- 0' DRY 4'-O" :¡.! il , Tll( ::ID: tCþar -J;L- t; f-, Top View .'-i;-l Rubber 24" Minimum Wt€sb Dbcomed Vahre Pump:¡ -l¡we¡sTSS and lmprovæeflr¡ent qualltybñeHo Easled F,¡mp q/stom b maffidn m the mad<etr Gomplete lndallaüon (wldrq, panel, mounüng and dart+P Pocedum)¡ Gomdetewamanty Soelent JU6l Digging Specs lnvert Dlmensions tlet Length , Wdth Section Min. He,þt View 'SowËe @ntncß atnilaþ îor malnþnanæ9 Net Copocity Net Weight Outlet Tot9,!Líd ,,Tonk Totol 1507 9ol 1509 gol 3600 lbs 1 1180 lbs '14980 lbs 15' 56"73" : 132" Inlet Sid.e 1002 gol IYaüerü Wasû¡nnúer r $yetems r Fmduds ffrslseäs?o4 ffigrer Fax Blg) 3Þ$7rr a'sEMslã' æ81211 Webslb: u,ww.tdlûyproffiLÐrl Ersll : fionffi æk@vdlrypecastæm VALLEY PRTCASI¡Inc. 'servico Item # DT Tank Deadman (Anül Buoyancy) -_24il Top View t L I 24" l I . #4 Rebar Lifting Eyeo 6000 psi concrete. 600 lbs. Cable is not provided Section View 1 I I ? I ll --231t- * Suggested lnstallation : Two %" Cables (Not provided) Tumbuckle on one side to tighten cable before installation (Supplied by Others) Tank lnstallation NOTE: Please refer to Buoyancy Engineering for each tank for conpct number of deadmen needed. ; à.a ,':.. -..? â. Á '<. O¡üodm[don ¡''! 'âa Wrlrr ü Iffrsüewat¡r {rrs}ro5670{ ffiar Fer fftg) 39ffi727 ess\nsa' co8l211 lTrbelb: wwwrnlle¡prcætæm Elmlk fonüdosk@alleyprsæt com VALLEY :Fffiffi PRTCASI¡Inc. rservåcan Biotube@ ProPak Pump PackagetM OrenCO W'Ð&a$tteø 60-Hz Series Pump Packages Control panel General Orenco's Biotube@ ProPaK" is a complete, integrated pump package for filtering and pumping effluent from septic tanks, Attd its patented pump vault technology eliminates the need for separate dosing tanks, This document provides deiailed 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 0renco technical documents: o Float Switch Assemblies (NSU-MF-MF-l) o Discharge Assemblies (NTD-HV-HV-1 ) . Splice Boxes (NTD-SB-SB-1) . External Splice Box (NTD-SB-SB-1) Applications The Biotube ProPak is designed to filter and pump effluent to either gravìty or pressurized discharge 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 L/sec), as well as with 50 Hz and 60 Hz power supplies. Standard Models BPP2ODD, BPP2ODD_SX BPP3OTDA, BPP3OTDD-SX, BBPPSOTDA, BPPSOTDD-SX Product Code DiagramIt External splice box (0ptional; internal splice box comes standard.) Riser lid (not included) ,i i Riser (not included) Discharge assembly Pump liquid end Pump motor Float bracket Support pipe Pump vault Float stem Floats Float collar Vault inlet holes 4-in, (100-mm) turblne effluent pump Biotube@ filter caftridge BPP t t- Standard optionsl Blank = 571n. (1448-nrnl vault height, internal spllce box, standard discharge assembly68 = 68-¡n, (1 727'mnr) vault height SX = external spllce box CW = coldweatherdischargeassembly DB = drainback discharge ass€mblyQ = cam lock l\4FV = non-mercuryfloat Control panel appl¡cat¡on: DD = demand-dosing TDA = t¡med-dosing, anaìog timer TDD = timed dosing, digllal timet elapsed time meter & counters BiotubP ProPakrM pump package components.Pump flow rate, nom¡nal: 20 = 20 spm (1.3 Usec) 30 = 30gpm(1.9Usec) 50 = 50 opm (3,2 Usec) Biotube@ ProPak'. pump vault orenco Systems@ lnc.,8f4 Airway Ave., Sutherl¡n,0R 97479 USA. 800-348-9U3.541-459-4449. lvww,orenco,com NTD-BPP-1 Rev.1.2, @ 08/14 Page 1 of 4 ProPaK" Pump Vault Biotube@ Filter Cartridge Materials of Construction Materials of Construction Vault body Filter tubes Polyethylene Support pipes PVC Caftridge end plates Polyurethane Dimensions, in. (mm)Handle assembly PVC A - Overall vault height 57 (1448) or 68 (1727)Dimensions, in. B - Vault diameter 17 3 (439)A - Cartridge height 18 C - lnlet hole height 19 (475)B - Cartridge width 12 (305) D - lnlet hole diameter þight holes total)2 Performance 1:. E - Vault top to support pipe bracket base 3 (76)Biotube@ mesh opening 0.125 in (3 mm). F - Vault bottom to filter cartridge base 4 (102)Total filter flow area 4.4 ft2 (0.4 m'z) Total filter surface area 14.5 ft'z (1 .35 m2) Maximum flow rate 140 gpm (8.8 Usec) -0.062'in. (1.6-nn) f¡lter nesh available D AC T- I B F_B_N ProPakrM pump vautt (shown with Biotube filter and effluent pump) Biotub9 f¡lter cartr¡dge (shown with float switch assembly) E î A E NTD-BPP.1 Rev. 1.2, @ 08fi4 ?dge2 ol 4 i:' grenco Systemso lnc, ,814 A¡rway Ave., Sutherlin,0R 97479 USA . 800-348-9843 . 541-459-4449 . www.orenco.com Orenco 4-in. (100-mm) Turbine Etfluent Pumps 0renco's 4-in (100 mm)Turbine Eff luent Pumps are constructed of lightweight, corrosion-resistant stainless steel and engineered plastics; all are field-serviceable and repairable with common tools. All 60-Hz PF Series models are CSA certified to the U.S. and Canadian safety standards for effluent pumps, and meet UL requirements' Power cords for Orenco's 4-in, (100-mm) turbine effluent pumps are Type S00W 600-V motor cable (suitable for Class 1, Division 1 and2 applicaiions). Materials of Construction Discharge Stainless steel or glassJilled polypropylene Discharge lrearing: Engineered thermoplastic (PEE$ Diffusers:GlassJilled PPO lmpellers:Acetal (20',30 gmp), Noryl lntake screens:PolypropVlene Suclion connection: Stainless steel Drive shaft:300 serìes stainless steel Coupling;Sintered 300 series stainless steel Shell:300 series stainless steel Lubricant:Deionized water and propylene glycol Specifications 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 (IDH), providing a graphical representation of a pump's performance range. Pumps perform best aTThetr nominal flow rate, measured in gpm or L/sec, i40 0)e 120 Ë'* È(E 980 (¡ P60\È G.Ë 40 0.63 Flow in liters per second (L/sec) 1.26 1.89 2.52 3.15 3.79 4.42 i \ PF 30051r \ \ ì N PF 500511 I \ I i\\ \ 43 30 24 e0¡ a) 6 G Q) (¡ (E È\ (E -ê 20 Nom. flow' gpm (Usec) Length in, (mm) Weight lb (ks) Discharge lmpellers in., nominal 1 i0 20 30 40 50 60 70 Flow in gallons per minute (gpn) 20 (1,3)22 5 (572\ 26 (1 1) 1 ,25 4 30 (1.9) 21.3 (54 1) 25 (1 1) 1 .25 3 50 (3.2) 20.3 (516)27 (12) 2,00 2 Performance Nom. flow hp (kW) gpm ("isec) 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 (1,9)05(037) 11.8 300 20 (508) 50 (3.2) 0.5 (0.37) 12.1 3oo 24 (610) I Discharge ¡s femate NPf threa(tetl, IJ,S. n1ninal size, t0 acconn\date )renc1@ d¡scharge hose and valve assembl¡es. CInsult your )renc7 Distribut1r ab)ut fittíngs t0 c1nnect discharge assembl¡es t0 netnc-sized p¡p¡ng. '¿ Mininurù liqutd level is fIr s¡ngle pumps when installed ¡n an )renc1\¡1tubd: Pt1PaktM Punlp Vaull. orenco Systems@ lnc. , 814 Airway Ave., Sutherlin, 0R 97479 USA . 800-348-98¡13 . 541-459'4449 ' www.orenco.com NTD-BPP-1 Rev. 1.2, O 08/14 Page 3 of 4 Gontrol Panel (Demand Dose)Gontrol Panel (Timed 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. Orenco's ProPak timed dose conirol 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 ConstructionMaterials of Construction Enclosure UV-resistant fiberglass, UL Type 4X Enclosure UV-resistant f iberglass,UL Type 4X Hinges Stainless steel Hinges Stainless steel Dimensions, in. (mm)Dimensions. in. (mm) A - Height 11,5 (290)A - Height 11.5 (2e0) B - Widrh e.5 (240)B - Widrh e 5 (240) C - Depth 5.4 (135)C - Depth 5.4 (135) Specifications Specifications Panel ratinos 120U,314 hp (0.56 krt\|,14 A, sinole phase, 60 Hz Panel ratings 120U,314 hp (0,56 k\iv), 1 4 A, single phase, 60 Hz 1. Motor-starïcontactor 16 FLA, t hp (0.75 kV14,60 Hz; 2.5 million cycles Dual-mode Programmable for timed- or demand-dosing (digital timedjdosing paneis only)at FLA (10 million at 5070 of FLA) 2. Circuit 120 V 10 A, 0FF/ON switch, Single pole breakers 1 a, Analog timer I 20 V repeat cycle from 0.05 seconds to 30 (not shown) hours, Separate variable controls for OFF and 0N time periods 1b. Digital timer .120-V programmable logic unit with built-in LCD (shown below) screen and programming keys. Provides control functions and timinq for panel operation 2. Motor-startcontactor 16 FLA, l hp (075 kW),60 Hz; 2.5 million cycles at FLA 0 0 million at 50% of FLA) 3. Circuit breakers 120 V 10 A, 0FF/0N switch. Single pole 1 20 V 4. Toggle Switch Single-pole, double{hrow HOA switch, 20 A 5. Audio alarm 95 dB at 24 in (600 mm), warble{one sound, UL Type 4X 6. Visual alarm 718-in, Q2-nn) diameter red lens, "Push{o-silence", 1 20 V LED, UL Type 4X Control panel, t¡med-dose (digital timer m1del shown) 3. Toqqle switch Single-pole, doublelhrow HOA switch, 20 A 4. Audio alarm 95 dB at 24 in. (600 mm), warble{one sound, UL Type 4X 5. Audio alarm 120 V automatic reset, DIN rail mount silence relay 6. Visual alarm 718-in, Q2-nn) diameter red lens, "Push{o-silence," 1 20 V LED, UL Type 4X Control panel, demand-dose 6 @ ffio ø ffio NTD-BPP-I Rev.1.2, O 08fi4 Page 4 of 4 grenco Systems@ lnc. , 814 Airway Ave., Sutherlin, 0R 97479 USA . 800-348-9843 . 541 -459-¡1449 . www.orenco.com PF Series 4-inch (1 00-mm) Submers¡ble Etfluent Pumps Applications Our 4-inch (100-mm) Submersible Effluent Pumps are designed to transport screened effluent (with lowTSS counts) from septic tanks 0r separate dosingtanks Allour 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 Fffltnnt 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. - Discharge Connection - Bypass Orifice Franklin Liquid End - Suction Connection Franklin Super Stainless Molor Featu res/Specif ications To specify this pump for your installation, require the following: . Minimum 24-hour run-dry capability with no deterioration in pump life or performance" o Patented lÆ-inch (3-mm) bypass orifice to ensure flow recirculation for motor cooling and to prevent air bind . Liquid end repair kits available for better long-term cost of ownership . TRI-SEALTM floating impeller design on 10, 15, 20, and 30 gpm (0,6, 1.0, 1.3, and 1 ,9 L/sec) models; floating stack design on 50 and 75 gpn (3.2 and 4,7 Usec) models ¡ Franklin Electric Super Stainless motor, rated for continuous use and frequent cycling . Type S00W 600-V motor cable . Five-year warranty 0n pump or retrofit liquid end from date of manu- facture against defects in materials or workmanship - Not applicable f1r ,-hp (3.73 kW) m1dels Standard Models See specifications chart, pages 2-3 for a list of standard pumps, For a complete list of available pumps, call Orenco. Product Gode Diagram PF Cord length, Blank = 1030 =30 ft 1m¡:+ (3) (e) 20 = 20 (6) 50 - 50(15) Voltage, nameplate: 1 = 115- 200 = 2002=230t 4 -460 60 Hz 60 Hz 5 = single-phase 50 Hz Frequency: 1 = single phase 3 = three-phase (0.37) (0.75) (1.50) (3.73) 05 = Yzltp 10-1hp 20 = znp 50 = 5hp Horsepower (kW): 03 = 1Áhp(0,25) 07 = 3l hp (0,56) 15 = 1-%hp(1,1 30 = 3hp(2,24) 15 = 15(1.0) 30 = 30(1.9) 75 - 75 (4.7) 1) (L/sec):Nominal flow, gpm 10 = 10(0.6) 20 = 20 (1.3) 50 = 50 (3.2) "@î,, @ LF809AO LB2O53896 Powered by Fr"anklin ElecËric Pump, PF Series - 1á-hp {0,37kW) only 1220 volts for 50 Hz pumps iNote: 20joot cords are available only for single-phase pumps through 1 -]á hp orenco Systemso lnc, , 814 Airway Ave,, Sutherlin, 0R 97479 USA . 800-348-9843 r 541 -459-¡1449 . www.orenco.com NTD-PU-PF.1 Rev.2.2, @ 09Í4 Page I of 6 GItød)o () E G cÉ 6I g .9o = 6) o E2ã-!¿ E cv =E È E ÈE! EJ 6t- 'äæ sþËErÈo-ø=i5Ë 6b=6) ÉL È at,a .!x G¡ = =-9 6ø åF 6'E)ı o sl o g (ga -Eå Æ EË Specifications,60 Hz o =oe6¡ø -e II ÊLE .sÞ ìßØ al,o\cr+ Model PFl 0051 1 10 (0.6) 0 50 (o .37) 1 115 12.7 12.7 6 1 1/¿ in, GFP 23,0 16 (406) 26(12) 300 PF1 0051 2 10 (0.6) 0 50 (0.37)1 23Q 240 6 3 6.3 6 1 l/¿ in GFP 23.0 (660) 16 (406) 26 (12) 300 PF10053200 10 o 50 (0.34 3 200 208 3 B 3.8 6 1 lz¿ in, GFP 23,0 (660) 16 26(12) 300 PF1007124'5 10 0.75 (0.56)1 230 240 8,3 8.3 I 1 l/¿ 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 l/¿ in, GFP 25.4 (645) 17 (432) 31 (14) 300 PF101 01 2 5'6 1 0 (0 6) 1 .00 (0.75)1 230 240 9.6 9.6 9 1 1z¿ in, GFP 27,9 (/09) 1B (457) 33 (15) 100 PF1 01 03200 r ô 1 0 (0 6) 1 .00 (0.75)3 200 208 5.5 5.5 9 1 l/¿ in, GFP 27.3 (693) 18 37 (17) 300 pF1 0201 2 5' 6' 7,8 1 0 (0 6) 2.00 (1 .49)1 230 240 12J 12,1 1B 1 /q in. SS 39.5 (1003) 22 (559) 48 e2) 100 PFl02032 5,6'8 10 (0 6) 2,00 (1 .49)3 230 240 7.5 7.6 18 I /+ in. SS 37,9 (963) 20 (508) 44 Q0) 300 PF10203200 5,6,8 10 (0 6) 2,00 (1 49)3 200 208 8] 8] 18 1 /¿ in. SS 37.9 (963) 20 (508) 44 Q0) 300 PFl 5031 1 15 (1 0) 0,33 (0.25)1 115 120 8.7 88 3 17¿in,GFP 19'5(495) 15 23 (10) 300 PF1 5031 2 15 (1 0) 0.33 (0,25) 1 230 240 4.4 4.5 3 1 /+ in. GFP 1s,5 (¿95) 1 5 (380)23 (10) 300 PF20051 1 20 (1 3) 0.50 1 1 1 5 120 12.3 12 5 4 1 lq in. GFP 22'3 (566) 18 (4571 25 (11) 300 PF200512 20 (1 3) 0.50 (0 37)1 230 240 6.4 6 5 4 1 lqin. GFP 22'5 (572) 18 (457) 26 (12) 300 PF20053200 20 (1.3) 0.50 (0 3/)3 200 208 3] 3 I 4 1 lqin. GFP 22.3 (566) 18 (457) 26 (12) 300 PF201 012 4's 20 (1 ,3) 1 .00 (0,75)1 230 240 1 0.5 1 0 5 7 1 lq in. GFP 28/ (721) 20 33 (15) 100 PF201032004,5 20(1 3) 1,00(0.75)3 200 208 5.8 5 I 7 1 lq in. GFP 27 .B V06) 20 (508) 33 (1 5) 300 PF2015124'5 20 (1.3) 1.50 (1 11)1 230 240 12.4 126 9 1 /+ in. GFP 34,0 (864) 24 (610) 41 (19) 100 PF20153200 4,5 20 (1.3) 1.50 (1.1 1)3 200 208 7 .1 7 ,2 I 1 lq in. GFP 30.7 (780) 20 (508) 35 (1 6) 300 PF30051 1 30 (1.9) 0.50 (0 37)1 115 120 11.8 11 B 3 1 l/¿ in. GFP 21.3 (541) 20 28 (13) 300 PF30051 2 30 (1.e) 0.50 (0,37)1 230 240 6,2 6.2 3 1 lq in. GtP 21 '3 (541) 20 (508) 25 (11) 300 PF30053200 30 (1,9) 0.50 3 200 208 3 6 3.6 3 1 Yqin.GFP 21.3 (541) 20 (508) 25 (1 1) 300 PF30071 2 30 (1,9) 0.75 (0,56)1 230 240 8.5 8.5 5 1 7¿ in GFP 24.8 (630) 21 (533) 29 (13) 300 PF30073200 30 (1.9) 0,75 (0.56)3 200 208 4 I 4.9 5 I /+ in. GFP 24,6 (625) 21 30 (14) 300 PF301012 4 30 (1,9)1 .00 (0 75) 1 230 240 10.4 10,4 6 1 1z¿ in GFP 27 0 (686) 22 (559)32 (15) 100 PF301 03200 4 30 (1.9) 1.00 (0 75)3 200 208 5,8 5.8 6 1 l/+ 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 7¿ in GFP 32 8 (833) 24 (61 0) 40 (1 B) 1 00 PF301 53200 4'5 30 (1.9) 1.50 (1.1 1)3 200 208 61 6 I I 1 l/¿ in GFP 29,8 (757) 22 34 (15) 300 PF30153445 30(1.9) 1,50(1 11)3 460 480 2,8 2 B I 1 l/¿ in GFP 29 5 (685) 22 (555) 34 (1 5) 300 Pt3020125'6'7 30 (1.9) 2,00 (1 49)1 230 240 110 11,0 10 1%in.SS 355(902) 26(660) 44(20) 100 PF30203200 16 30 (1,9) 2.00 (1 ,49) 3 200 208 9.3 9.3 10 1 % in. SS 34 0 24 (610) 41 09) 300 pF303012 5 6,7'8 30 (1 9) 3.00 (2,23)1 230 240 168 16.8 14 1%in.SS 445(1130) 33 54 Q4) 100 PF303032 5,6'8 30 (1.9) 3.00 (2 23)3 230 240 10.0 1 0,1 14 1 /q in. SS 44,3 (1125) 27 (686) 52 Q4) 300 PF3050'12 5' 6,7,8 30 (1 ,9) 5.00 (3,73)1 230 240 25.6 25.8 23 1 % in. SS 66 5 (1689) 53 (1 346) 82 ß7) 1 00 PF305032 5'6,8 30 (1 9) 5,00 (3 73)3 230 240 16.6 16 6 23 1 % in, SS 60.8 (1544) 48 (1219) 66 (30) 300 pF30503200 5'6'8 30 (1,9) 5.00 (3.73)3 200 208 18,7 18,7 23 1 % in. SS 60.8 (1544) 48 (1 219) 66 (30) 300 PF50051 1 50 (3 2) o.5o (0 37)1 1 1 5 120 12j 12j 2 2 in, SS 20.3 (516) 24 (61 0) 27 (12) 300 PF500512 50 (3 2) 0 50 1 230 240 62 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 0) 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 (0.34 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 15 3 2 in, SS 23.7 25 (635) 31 (14) 300 Pt500732 50 (3.2) 0.75 (0.s6) 3 230 240 3.9 3I 3 2 in. SS 23.7 (602) 25 (635)32 (15) 300 PF5oo732oo 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, O 09/14 Page 2 of 6 grenco Systems@ |nc.,814 Airway Ave,, Sutherlin,0R 97479 USA o 800-348-9843 .541-459-M49. www.orenco.com Specifications, 60 Hz (continued)€EIø6'oð EoE 6¡ o !tãâ.!¿ E.E =.E È È 5Ð oJ ór-.äe sþËF øt=i5ts Ø -Þ6' CL Ë øct (ExagE =ê et u, 6=TF Ðs 5! ED 6¡ = a6 .gt ıØ al,å¿ Ë Ëå o =êoû¡6 -9 II t¡,Et Eo (g Èo oø G, À Model PF500734 50 (0.56) 3 460 480 o.o .8 3 2 in. SS 34.8 tq 4) 300 26 (660) 35 (16) 1ooPF501 01 2 50 (3.2) 1.00 (0.75) 1 230 240 10.1 10.1 4 2 in. SS 27.0 (686) PF501 03200 50 (3.2) 1.00 (0.75)3 200 208 5] 5] 4 2 in. SS 26,4 (671) 26 (660) 39 (18) 300 PF501 034 50 (3.2) 1.00 (0.75)3 460 480 2.2 2.2 4 2 in. SS 26.4 (671) 26 (660) 39 (18) 300 PF5015124 50 (3.2) 1.50 (1,11)1 230 240 12.5 12.6 5 2 in. SS 32.5 (826)30(/62\ 41 (19) 100 PF501532004 50 (3.2) 1.50 (1 11) 3 200 208 7,0 7.0 5 2 in. SS 2s3 (t44)26 (660) 35 (16) 300 PF503012 4,5,7'B 50 (3 2) 3.00 (2 23)1 230 240 17 .7 17 .7 I 2 in. SS 43 0 (1092) 37 (940) 55 (25) 1 00 PF50303200 4'r8 50 (3.2) 3.00 (2 23) 3 200 208 13.1 13.1 8 2 in. SS 43,4 (1102) 30 (762) 55 (25) 300 pF503034 4,5'B 50 (3,2) 3 00 (2,23) 3 460 4q0 5.3 5.3 I 2 in. SS 40.0 (101 6) 31 55 (25) 300 PF505012 5,6,7,8 50 5 o0 (3.73) 1 230 240 26,2 26.4 13 2 in. SS 65.4 (1661) 55 240 16,5 16.5 1 3 2 in. SS 59.3 (1506) 64 300 pF505032 5'6'7'8 50 (3 2) 5,00 (3 73) 3 230 (1245) 64 (29) 3oo PF751012 75 (4.7) 1 00 1 230 240 9.9 10.0 3 2 in, SS 27.0 (686) 27 (680) 34 (15) 100 PF751512 75 (4.7) 1,50 (1 11)1 230 240 12j 12.3 4 2 in. SS 33.4 (B4B)30 (t62\ 44 Q0) 100 Specifications, S0 Hz Model PF1 00552 0 0.50 (0,37) 1 220 230 3.9 6 1 /q in. GFP 23.0 (584)17 (432) PF1 00752 4,5 1 0 (0.6) 0.75 (0.56)1 220 230 6.2 6,2 9 1 % in. GFP 26.8 (658) 17 (432) 30 (14) 300 PFl 01 552 5' 6 1 0 (0,6) 1 .50 (1 .1 1)1 220 230 10.5 11,4 18 1 /¿ in. SS 39.5 (1003) 22 (5591 46 Q1l 300 PF300552 30 (1.e) 0.50 1 220 230 4.1 4.1 4 1 1/q in. GFP 22.5 (572) 19 (483) 26 (12) 300 PF300752 30 (1.9) 0.75 (0.56)1 220 230 6.1 6 l 5 1 l/¿ in. GFP 24.8 (630)19 (483) 29 (13) 300 PF301 052 30 (1,e) 1.00 (0.75)1 220 230 7 ,4 7 .4 7 1 lq in. GFP 28.4 (721) 20 (508) 32 (15) 100 PF3o1 552 4' 5 30 (1 .9) 1 ,50 (1 .1 1)1 220 230 9.3 9.3 8 1 % in. GFP 35.4 (899) 24 (610) 40 (18) 100 PF500552 50 (3.2) 0.50 1 220 230 4,0 4.0 2 2 in. SS 20.3 (516) 25 (635) 29 (13) 300 PF500752 50 (3.2) 0.75 (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) 1j00 (0.75) 1 220 230 7.3 7.4 4 2 in. SS 27'0 (686) 26 (660)35 (16) 100 PF501 552 50 (3.2) 1 .50 (l .1 1)1 220 230 9,1 I 1 5 2 in. SS 32.5 (826) 30 (62) 42 (1s) 100 PF751052 75 (3.2) 1.00 Distribuf1r about fittings to clnnect h1se and valve assemblies t0 netr¡c-sized p¡ping. 1renco for nore infornatíon. 3 We¡ght includes cart1n and 10 ft (3'n) cord. 4 H¡gh-pressure d¡scharge assenbly requ¡red. 5 D0 n1t use cam-l)ck opt¡on Q) 0n discharge assembly. 6 Cust1m discharge assenbly requ¡red f1r these punps. Contact qrenc1. 7 Capac¡tlr pack (s\ld separately 0r installed ¡n a cust1m control panel) required Íor th¡s punp, C1ntact qrenco. 8 Torque l}cks are availatJte for atl punps, and are supplied with 3-hp and ,-hp punps NTD.PU-PF-1 Rev. 2.2, @ 09/.l4 Page 3 of 6 1 220 230 7.3 7.3 4 2 in. SS 30.0 27 (686) 34 (15) 100 grenco Systemso lnc. ,814 Airway Ave,, Sutherl¡n,0R 97479 USA r 800-3¿18-9843 . 541-459-4449. www.orenco.com Materials of Construction Discharge GlassJilled or stainless steel Dischargebearing Engineeredthermoplastic (PEEK) Diffusers Glass-filled PPO (Noryl GFN3) lmpellers Celcon@ acetal copolymer on 1 0-,20, and 30-qpm models; 50-gpm impellers are Noryl GFN3 lntake screen Polypropylene Suctionconnection Stainlesssteel Drive shaft 7/16 inch hexagonal stainless steel, 300 series Coupling Sintered stainless steel, 300 series Shell Stainless steel, 300 ser¡es Motor Franklin motor exterior constructed of stainless steel, M0t0rfilled with deionized water and propylene glycol for constant lubrication. Hermetically sealed motor houslng ensures moisture{ree windirrys, 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 mptors through 1,5 hp (1.11kW have built-in thermal overload protection, which trips aI 203'221' F (95-1 05" C). Using a Pump Gurve A pump curre helps you delermìne the best pump for your system, Pump curves show the relationship between flow (gpm or L/sec) and pressure (total dynamic head or TDH), providing a graphical representation of a pump's optimal performance range. Pumps perform best at their nominal flow rate - the value, measured in gpm, expressed by the first two numerals in an Orenco pump nornenclature, The graphs in this section show optimal pump operation ranges wìth a solid line, Flow flow rates outsjde 0f these ranges are shown with a dashed line. For the most accurate pump specification, use Orenco's PumpSelect'" software, Pump Curves, 60 Hz Models 160 PFl5 Series,60 H2,0,3 hp 36912151821 Flow in gallons per ninute (gpm) 140 (¡) qr s 120 f roo È EBo€ CI E60\ :40(È .a 20 800 700 (¡¡ qr s 600 S soo !I ¿oos a Fro\I zoo tE Ê 100 002468101214 Flow in gallons per ninute (gpm) 1ô 0 24 PF10 Series,60 Hz,0.5 - 2.0 hp PF1020 \ PFî0f0 "'..i\ lPFl007 ':i:::!!!!l lprroos ......".::\ PFl005-FC w/7q"flow controller NTD.PU-PF.I Rev.2.2, @ 09/14 Page 4 of 6 orenco Systems@ lnc, , 814 A¡rway Ave,, Sutherlin, 0B 97479 USA . 800-348-9843 . 541 -459-¡1449 . www.orenco.com PF20 Series,60 Hz,0.5 - 1.5 hp tf f¿utJ tFF2ol lFF2oor + 60 Hz Models (continued) 5101520253035 FIow in gallons per minute (gpm) 10 20 30 40 50 60 70 80 90 Flow in gallons per minute (gpm) 10 15 20 25 30 35 40 Flow in gallons per minute (gpm) 00 900 800 a{ zoo F ooo\¡¡ I soo (¡¡Êo 400 F ¡oo>È .s 200 Ê 90 (¡).s 80 =70ı\. 60È(È e50()'È 40 Eà30 F20È 10 (¡¡* sso È gooa È 250G(¡)€.a 200 E 1bo\È E 100 .e 50 400 350 a c¡ s 300 f zso È E zoos C¡ $ rso \!' roo(È .È 50 0 455400 100450 '10 20 30 40 50 60 70 80 90 100 FIow in gallons per minute (gpn) 00 00 PF30 Series,60 H2,0.5 - 5.0 hp PF3ft30 ....:,. .,-ì--\\ lPF30r U -=N PF50 Series,60 Hz,0.5 - 5.0 hp I PF75 Series,60 Hz, 1.0 - 1.5 hp -\\ orenco Systemsô lnc. ,814 Airway Ave., Sutherlin,0R 97479 USA. 800-3¿18-9M3 o il1-459-4449. uvt¡vw.orenco.com 1'ITD-PU-PF-1 Rev.2.2, @ 09Í4 Page 5 of 6 PFl0 Ser¡es, 50 H2,0.37 - 1.11 kW ta rrtiii:; ;j....,..,-. . PFl005-FC w/6mmflow conlroller Pump Gurves, 50 Hz Models Flow in gallons per ninute (gpn), 1.6 3.2 4.8 6.3 7.9 9.5 Flow in gallons per minute6.3 13 19 nominal11 13 (gpn), noninal?5 32 180 120 1 eq¡1 (¡¡ et.1 ì!(Èq¡ () G:È (s Ê 60 40 2ß 00 80 60 40 IU 328.8 oÈ 262 Ê =o r97 b.È.G o€ (! r31 'È G È ooF 00cq¡ Q) .s 80 G È^^(!bU (¡¡s (l È Eqo È (g -o 20 525 -G 459 è q¡ 394 g :zs È R ¿oz (E (¡)s rot.S (B rsr à (È .è 66 r- 30 27 24 21 l8 15 12 I b 3 0.1 Flow in gallons per minute (gpn), noninal7.9 16 24 32 40 ß 56 63 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 Flow in liters per second (Usec) 0.4 0.8 1.2 1.6 2.0 FIow in liters per second (Usec) Flow in gallons per ninute (gpm), nominal10 19 29 38 48 51 67 76 86 PF75 Series, 50 H2,0.75 kW 0.6 1.2 1.8 2.4 3.0 3.6 4.2 4.8 5.4 6.0 FIow in liters per second (L/sec) 0.2 0.3 0.4 0.5 0.6 0.1 Flow in liters per second (L/sec) 0.8 0.9 0 2.4 40 e $ss 's eo=abzs ! Gt¡¡s20 (l'=È Ers È .S to Ê l5 98 82 6ô 49 33 165 89-(È ies os b'(¡¡ a¿gtÈ(È 3e.Ë C' 30F\ zoI(È .o ?â q¡ ql =s È(! (¡¡q (! G È (E Ê G o (¡)e Ès È G(¡¡s(t G\È G .o 0 0 PF30 Series,50 H2,0.37 - f.1l kW FF3oroEã lPr3oos¡tl \\s I PF50 Series, 50 Hz, 0.37 - 1.fl kW ffi û \ NTO-PU-PF-1 Bev.2.2, @ 09/14 Page 6 of 6 orenco Systemso lnc. ,814 Airway Ave., Sutherlin, 0R 97479 USA o 800-348-9843 . 541-459-449 . www.orenco,com Orifice Shields Applications Orenco@ Orifice Shields are used ìn a pressurized distribution system t0 protect the orifices from backfill debris that might cause orifice blockage. d General Orenco 0rifice Shields snap{it 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 paient # 5,360,556, Standard Models 0s075, 0s1 00, Osi 25, 0s1 50, 0s200 Product Gode Diagram --T-* II 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) 0rifice shield Material of Gonstruct¡on PVC per ASTM D-1 784 Physical Specif ications / \" \ r*é, 0s ùrifice shield instatled on lateral pipe, standard configuration Shield 0rifice Cutaway view, standard configuration 0rifice Shield Cutaway view, cold weather configuration Model Shield 0.D. in. (mm) Lateral pipe 0.D. in. (mm) 0s075 3.5 (8e)1.05 (27\ 0s1 00 3.5 (89)1 .315 (33) 0s1 25 3.5 (8e)1.66 (42) 0s1 50 4.5 (1 14)1 eo (48) 0s200 4.5 (114)2 375 (60) Orenco Systems@ lnc. , 814 Airway Ave., Sutherlin, 0R 97479 USA . 800-3¿18-9843 o 541 -459-¿1449 . wwworenco.com NTD-SF-0S-1 Rev.l.1,@09/f4 Page 1 ol 1