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Home My WebLink AboutSubsurface Investigation and OWTS Design 08.21.16< A LL 6.FourWheel Drive Rd Carbondale, CO 81623 970-309-5259 ~rn~ml ~ · 1 ~ August 21, 2016 Simon Bentley cbdsimon@comcast.net Subsurface Investigation and Onsite Wastewater Treatment System Design 20 Silver Spruce Drive Lot 2, Roaring Fork Preserve Garfield County, Colorado Simon, Project No. C1229 ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject property. The 5.05-acre property is located outside of Carbondale, in an area where OWTSs and wells are necessary. Legal Description: Section: 36 Township: 7 Range: 88 Subdivision: ROARING FORK PRESERVE Lot: 2 Parcel ID: 239336219002 SITE CONDITIONS The property is currently undeveloped. A 4-bedroom, single-family residence and two detached auxiliary studio units are proposed. A well has been drilled and will serve potable water to the structures. This well is located to the e~at of .·. the proposed main residence and will be located greater than 100-feet from the proposed soil treatment area (STA) and greater than 50-feet from the proposed septic tank. An irrigation ditch exists on the property to the south of the proposed development. This ditch is greater than 50-feet from any OWTS component. The property is relatively flat, and slopes slightly to the north toward the Roaring Fork River. There are no potential future land use changes or bedroom additions planned for the property. SUBSURFACE The subsurface was investigated on June 29, 2016 and then again on August 17, 2016. Four soil profile test pit excavations (Test Pits) were observed. A visual and tactile soil analysis was completed by Carla Ostberg at the time of excavations.1 1 Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page2 Test Pits #1 and #2 were observed on June 29, 2016 and Test Pits #3 and #4 were observed on August 17, 2016. The materials encountered in the Test Pit #1 consisted of 1.5-feet of sandy topsoil, undertain by gravel and cobbles to a maximum depth explored of 6-feet. Groundwater was observed at 4.5-feet below grade; however, there was evidence that groundwater could fluctuate as high as 2-feet below native grade. A tactile analysis of the topsoil was taken from Test Pit #1 at 1-feet below grade. The soil formed a baU, but did not form a ribbon. Soil structure shape was single grain. soil structure grade was loose, and consistence was loose. The materials encountered in the Test Pit #2 consisted of 1.5-feet of sandy topsoil, undertain by gravel and cobbles to a maximum depth explored of 5-feet. Groundwater was observed at 4.5-feet below grade. The materials encountered in Test Pits #3 and #4 consisted of sandy topsoil , under1ain by gravel and cobbles to a maximum depth explored of 8-feet. Groundwater was observed at 6-feet in Test Pit #3 and 7-feet in Test Pit #4. We estimate high seasonal groundwater at app roxi mately 2-feet bel ow native grade. Soils in the area of the proposed have been classified as So il Type 0. Sand fi lter media, mounded above grade, will be required. STA sizing is based on Sand Fi lter media. A tong 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 (Observed June 29, 2016) (' Page 3 Page 4 DESIGN SPECIFICATIONS Design Calculations: Average Design Flow= 75 GPD x 2 peopre/bedroom x 3 bedrooms+ 75 GPD (4tti bedroom)= 525 GPO L TAR= 1.0 GPO/SF 525 GPO / 1.0 GPO/SF = 525 SF 9' x 59' mounded sand filter The OWTS design is based on 4-bedrooms. An average daily wastewater flow of 525 GPO will be used . The two auxiliary studios will contain pl umbing and will be u tilized by residents of the property. No additional design flow has been calculated for the two studios. The system installation witl include a 1500-gallon, two-compartment concrete septic tank with an H-20 rated fi d due to high seasonal groundwater and an Orenco® Biotube Pump Vault and an Orenco® PF5005 pump in the second compartment of the septic tank. The floats should be set to dose approximately 90 gallons each pump cycle. The control panel for the pump must be located within line of sight of the septic tank. We recommend Valley Precast out of Buena Vista be contracted for start up of the pumping system . The location of the septic tank must be determined by elevation of the sewer lines exiting the structures. This office must be contacted upon determination of the desired location of the septic tank. At that time, we will verify proper pump specification based on elevation of th e septic tank installation and distance to the ST A Effluent will be pressure dosed through a 1.5-inch diameter pump line to a mounded, 9' x 59' unlined sand filter. The excavati on for the sand filter wi11 extend 1-foot below grade. The mound will con sist of a minimum of 3-feet of sand filter material, extending 2-feet above native grade. Sand filter material must be clean, coarse sand , all passing a screen having four meshes to the inch. The sand mu st h ave an effective size between 0.25 and 0 .60 mm. The uniformity coefficient must be 4.0 or less. Material meeting ASTM 33, for concrete sand, with one percent or less fines passing 200 mesh sieve may be used. Pipes used to disperse the efflu ent 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 retai ned 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 orifice holes facing down, spaced 3-feet on center. 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 topsoit or other suitable soil able to support vegetative growth. Page5 The mound must have a minimum 3:1 slope (horizontal:vertical); therefore, the basal area will extend 9-feet beyond the sand filter on all sides. 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. OPERATION INFORMATION AND MAINTENANCE The property owner shall be responsible for the operation and maintenance of each OWTS servicing the property. The property owner is responsible for maintaining service contracts for manufactured units, alternating STAs, and any other components needing maintenance. Geo-fabrics or plastics should not be used over the absorption area. No heavy equipment, machinery, or materials should be placed on backfilled STAs. Livestock should not graze on the STA. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWTS. For example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and hann a ST A. 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 alann breaker and from any other control system circuits. The pump system shall have a switch so the pump can be manually operated. Page6 Excavation equipment must not drive i n excavation of the STA due to the potentia• t o 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 desig n ts based on information submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. AH 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: ~\\ J_ ~""~ Caria Ostberg, MPH, REHS • Pump Selection for a Pressurized System ·Single Family Residence Project Whitman Residence I Lot 2, Roaring Fori< Preserve Parameters Dlsdlarge Asaembly Sim 2.00 Inches 160 LJ.J.J Transport Length 40 feel l!!..50~ ... Transport Pipe Class 40 Transport Line Sim 1.50 Inches ' Distributing Vat.. Modd None 140 Max ElevaUon Ult 5 reel Manifold Length 4 reet ~' Manifold Pipe Class 40 ,_ ' Manifold Pipe Sim 1.50 Inches ~ Number of Laterals per Cell 3 120 -Lateral Length 59 feet Lateral Pipe Class 40 i.-p;-safo"l .......... Lateral Pipe Sim 1.50 Inches i' OrifiOll Sim 5/32 lndles • OriftOll Spadng 3 feel !!:. Resdua1 Head 5 feet :c Row Meler None Inches c .... 'Add-on' Friction Losses 0 feet -0 ' ' ' -' 'r--' ' """ .. _"!!! ... 'i--., -.... "'"r--... 100 al CP Calculations :c u Minimum Flow Rele per OrifiOll 0 .68 gpm e "' --, .... ' ,_ ......... r--,_ 'r-. 80 Number of Qiftces per Zone 60 c >. Total Flow Rate per Zone 40.8 gpm c Number of Laterals per Zone 3 B % Flow DllferenUal 1sl/Lai5l OiflOll 2 .3 % ~ Transport Velodty 6.5 fps :--..~ l-"!.."!! -.... --.... , -·- ~,_ -----•-r---- 60 Frfctlonal Head Losses ... ,_ -40 Loss through Di5charga 3 .3 feel Loss In Transport 3 .7 feel Loss through Valw 0 .0 feel Loss In Manifold 0 .1 feel Loss In Laterals 0 .3 feet ~ .......... -20 loss through Aowmeter 0 .0 feet 'Add-on' Fridlon Losses 0.0 feet -~ .... ,_.,... i-- Pi~e Volumes Vol of Transport Una 4.2 gals 10 20 30 40 50 Vol of Manlfold 0 .4 gals Net Discharge (gpm) Vol of Laterals per Zone 18.7 gals Total Volume 23.4 gals ' I'\, I\ \ i'· " r-- '" ' \ r-.., I' \ I'' :(,._ " """"' r<. \ ........ ~ . .J p_< ' " I ,,,. ... '· "' I I 'r-' 60 70 80 Minimum Pum~ Regulntments PumpData Legend Design Flow Rate 40.8 gpm Total Dynamic Head 17.4 feel PF5005 High Head Emuent Pump 50 GPM, 1/2HP 115/231V 10 60-tZ.200Z30V 30 IDHz PF5007 High Head Emuent Pump 50 GPM, 3/4HP 230V 10 60Hz. 200/230/460V 30 60Hz PF5010 Hi gh Head Emuenl Pump 50GPM, 1HP 230V 1060Hz. 200/460V 3060Hz PF5015 Hi gh Head Emuenl Pump 50 GPM, 1-1/2HP 230V 10 60Hz. 200V 30 60Hz SyiSlemCuM1;- PumpCUMI:- Pump ~Umal Rang- ~era tlng Poi nO OetiignPoinO N ~ ~ O' 15" JO' Scale. 1" "' 30'~tr / -1 I I I :>T 1 I SOIL lj'ROFILE TESTPITN02 DRAWINGS MUST BE USED IN /ER CONJUNCTION WITH DESIGN UCE LETTER DATED 08121116 ttr 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@aaserviceseptic.com f!DD--1W noaDW~Y I "" RCCDRDED PLA• .,,,-----.... ----- ---~ ~EOROOM \ RES10ENC£ I weu. I •MIN. 50' rTOTAHK ' ...... 1_ ':~~r I" .... I I -I I J ---LOT 2 250,000 S F.± 5 7J9 Ac.± -,..:.r----1. SOii. PROFU I TEST PIT NO...l I F-,, ~~ I I .!.r----.J ..,, tat&t Oa1e; 08'21/16 " -)( )( .. "' )( I ~1 )( Whilman Residence I.at 2 Roaring FOik ~rve Garfield Counly, Colorado Designed By: CBO w 1 . 0 Ra.na-d By: R Project Number C1229 Otawn B : ANG Sllnt 1 ol 5 • I I I ~--.J---._ _ _, 9' x 59' MOUNDED PIPE ANO I I I • GRAVEL STA 5. • 1 •• ' ·I ENO EACH LATERAL IN A 90• SWEEPING Ell FACING UP WITH A BALL VALVE IN A VAL VE BOX ACCESSIBLE AT GRADE 1.5" DIA SCH-<40 PUMP LINE (MIN 1% FALL TO TANK) NOTE: TANK LOCATION TO BE OETeRMINEO UPON CONFIRMATION OF ELEVATION OF SEWER LINES EXITING THE STRUCTURES '4 •DIA SOR.JS SEWER LINE WITH DOUBLE-SWEEP CLEANOUT (MIN 2"4 SLOPE TO TANK) 1500-GAllON, TWO-<:POMPARTMENT, CONCRETe SEPTIC TANK WITH H20 RATED LIO AND 'ORENCO' PUMP PACKAGE IN SECOND-COMPARTMENT ~--t-t--t---1.5" DIA SCH-40 PVC LATERALS WITH 5132" ORIFICES FACING OOWN3'0C '4" DIA SOR.JS SEWER LINE WITH I DOUBLE-SWEEP CLEANOUT "'-,..r r-r, s._17 (MIN.2"4SLOPETOTANK) \"-~~~ '!1 -1-r11~~.:~1 ~-_\ ' lt\~ ~~ '' ,,j '' " I I I / I .., I ~ 3' ~ !/\ .. I I I I I I I 10' 20' CD PROPSED OWTS I -... Scale: ,. c 20'-0" ALL Whitman Residence Delo: 08121/UI 33 Four Wheel Drive Road Carbondale, Colorado 81623 Lot 2 Roanng Fork Pres.-.. Designed By: CBO W2.0 llH~f ~ Phone 970.309.5259 Garfield County. Coicncla celleCellse!vicesepllcmm Reviewed By: RH Pmjed Number: C1229 Ont..nB .ANG Sheet2of 5 .. ALL llHl~I ENO EACH LATERAL IN A 90° LONG SWEEPING ELL FACING UP WITH A BALL VALVE IN A VALVE BOX ACCESSIBLE AT GRADE 1' 1.s• DIA SCH-40 PVC LATERALS WITH 5132• OtA ORIFICE HOLES FACING DOWN AT 3' 0 .C. SANO I'll TER W.TEIUAL SIE\'£ "'PASSING i • • !8 30 ~ !00 200 100 ~too eoitoo •5.115 ~ IMIO cir. Cl'2 33 Four wi-t Drive Road Cattlondale, Colorado 81823 Phone 970.309.5259 c:arla@ab.....ir-.pUc.com • PVC LATERALS WITH 5132" DIA 9' x 59' PRESSURE DOSED PIPE j ANO GRAVEL SANO RL TER "°"'' WITH 3 ROWS OF 1.s• DIA SCH-40 ·n _/: ORIFICES FACING DOWN AT 3' O.C. -9' FROM SANO FILTER FOR MIN 3:1 SLOPE 2' 2 ;.; 2.5'· 1.5" DIA SCH-40 LEVEL MANIFOLD IU ~ "-INSPECTION PORT AT EACH ... i -----------------"'-... CORNER OF EACH MOUND ('i'I STA PLAN "-._ BASAL AREA 2··---- ~ L IN.s,,.L . ;, > .• I,.,," L -~SEPARATIONFASRICONGRAVEL ~ , SANO FILTER OVER-EX. 1' FOR SAND .. SOILTTYPEO (z)STA SECTION Whitman Residence Lot 2 Roatlng FOik l't9MM1 Garfield County. Colorado Pro,ed Number C1229 • HIGH GROUNDWATER ESTIMATED AT 2' BELOW GRADE Dale: 08/21116 Designed By: CF10 W3. 0 RevteMdBy: OniwnBY.ANG Sheet 3of5 .. DESIGN 4-BEDROOM RESIDENCE + ACCESSORY STUDIOS (75 GAl../PERSONIDAY x 2 PERSONSIBEDROOM x 3 BEDROOMS+ 75 GAL 4TH BEDROOM) WASTEWATER FLOW" 525 GALLONS TANK: 525 GPO x 48 HOUR RETENTION TIME = MIN. 1250 GALLONS+ PUMP CAPACITY USE 1500-GALLON, TWO.COMPARTMENT CONCRETE SEPTIC TANK WITH ORENCO PUMPING SYSTEM IN 2NO COMP ANO H·20 RATED LID SOIL TREATMENT AREA (STA): LONG TERM ACCEPTANCE RATE (LTAR) = 1.0 GALI SQ FT CALCULATED STA• CM.TAR" 525 / 1.0 = 525 SF MOUNDED SAND FILTER 9' X 59' INFILTRATIVE AREA ALL ~ 11~a ~ 33 Four Wheel Drive Road Calbondale, Colorado 81623 Phone 1170.309.5259 C8flaOallsetYicnepljc.com SLIP-ON PVC CAP DO NOT GLUE 4• DIA SOR.JS----,. SEWER LINE TO TANK TO HOUSE (i) CLEANOUT DET~\Lun ~USHI~ VALVE ECCENTRIC TO CENTER OF VALVE BOX Whitman Residence Loi 2 Roaring Forti Prwse<w Galfield County. Colorado Projec:I Number: C1229 FINAL GRADE SPRINl<l.ER VALVE BOX AT GRADE , , FINISHED GRADE _L _:tJk & ....... STA FILTER ·~ 1/4" DIA HOLE DRILLED INTO TWO SIDES OF PIPE FOR VENTILATION (BELOW SLIP ON CAP) MEDIA (2) INSPECTION PORT B,EJeU, 10" DIA VALVE BOX WITH SECURED LIO u• PVC SLIP X MALE PIPE THREAD ADAPTOR W/CAP 11 , f:"'='.' -1.5" DIA BALL VALVE · 1--.----1.5"01ASCH ... OPVC ~~~ LONGSWEEP90"ELBOW ~~~~~~~~~~~~----~--GRAVEL (j) FLUSHING ASSE,Mf!.LJ_, -------1.5" DIA SCH ... O PVC SUSPENDED LATERAL Date: 08/21118 Designed By: CBO Relo4ewed By: RHI DrnnBy:ANG W4.0 SMM4of5 • ALL ~ 1mm S SOIL PROFILE TEST PIT NO. t SOIL PROFILE TEST PIT NO. 2 SOIL PROFILE TEST PIT NO. 3 SOIL PROFILE TEST PIT NO. 4 0 SANDY TOPSOIL TO t .5' 2 GROUNDWATER ESTIMATED 2' 3 GRAVEL AND COBBLES 4 GROUNDWATER OBSERVED 4.5' 5 6 7 8 9 SOIL PROFILE TEST PITS NO. 1 & 2 OBSERVED JUNE 29. 2016 10 33 Four 'M1Mf Otlve Road Cal1>onda le, Colorado a 1623 Phone 1170.309.5259 carla@1Ulervtcesep1lc:.com SANDY TOPSOIL TO 1 .5' GRAVEL AND COBBLES GROUNDWATER OBSERVED 4.5' LEGEND f""'l:I topsoil II gravel and cobbles SANDY TOPSOIL TO 4• SANDY TOPSOIL TO 4" GRAVEL AND COBBLES GRAVEL AND COBBLES GROUNDWATER OBSERVED 6' GROUNDWATER OBSERVED T SOIL PROFILE TEST PITS NO. 3 & 4 OBSERVED AUGUST 17, 2016 {j) SOILS LOGS ""' • ou Whitman Residence Lot 2 Roaring FO<k PmseNe Garlield County, Colotado Ptoject Number: C 1229 Date: 08/21 /16 Designed By: CBO Re'<i twed8y. R~ Ora""' By: ANG W5.0 S-5of5 • Item# 1500T-2CP·HH DESIGN NOTES • Design per perfonnonco test per ASTM C1227 • Top surface oroa 62 . .3.3 ft1 • (c 0 28 do~: concrete -6,000 PSI Min. lmdgllgtign; • Tank to be set on s· min. sand bod or pea gravel • Tank to be backfflled uniformly on all sides In lifts less than 24• and mechanically compacted • E>Ccawted material may bo used for backfill, provided Iorgo stones are removed • Excavation should be dowatored and tank filled with water prior ta being put In soroiico for Installation with water table leaa than 2' below grade • Meets C164-4-06 for resnlent connectors • Inlet and Outlet Identified above plpe • Delivered complete with Internal piping • PVC risers avaDoble • Secondary safety screen awnable with PVC riser ALLOWABLE BURY (Based on Water Tobie) WATER TABLE AU.OWABI..£ EAR'TH FlU. O' -o• J' -o· ,. -o· 3' -o· 2· -o· 4' -o· 3' -o· 4' -o· DRY 4' -o· T Digging Specs 1 Invert 1500 Gallon Top Seam Two Compartment with High Head Pump ----------132·---------- sa· I h 56• .. . I ~· ~ u ....__. ...........__.___,.. -.. · :.....__,,.·. -.. . - Section View 24"Minimum Height .. 73" I t .3' Long >C 8' Wide Inlet Outlet 56" below Inlet 56" 73" Dimensions Net Capacity _ .Net Weight ~ Length j Width , H~i;ht ;Inlet Side I Outlet I Total lid lrank I Total 1.32" 68" 92"~..!al •507 gal 1509 gol .3600 lbaj!!_!!~~s 14980 Iba Water & 28Xl5 O>. Rd. 317 Wastewater (71&) 395-8784 P.O.Boc925 o VALLEY 0 PRECAST, Inc. : ~= Fax: (719) 395-3727 Buena Vlela, 0081211 • Service Webslta: www.valleyprecast.com Emall: frontdesk@valleyprecast.com Oren co~ Biotube® ProPak Pump PackageTM 60-Hz Series Pump Packages External splice box (Optiona l; internal splice box comes standard.) Control panel -[] Riser lid 5f. (not included) 0 - -----------·!ti 1,1 Roat ---..... bracket Support pipe Pum p vau lt ----t Floa1 stem ------ Vau t inlet ho1es _ _..,,.. 4·in . (100 mm) ___ ....,__,,._.,..__,_..,.-t turbine effluen1 pump I ·1 Biotube • li!ter ---jl!==:!!!!!!!!!!!!!!~l!!!!!!!!l~J cartrid ge l. R' t-1ser (not : inc'uded) l i ~ Discharge assembly -fii--Purnp tiquld end Biotube9 ProPak 1"' pump package components. General Orenco's Biotube (!) ProPak'u 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 documen l provides detailed information on the ProPak pump vault and filter, 4-in. (100-mm) 60-Hz turbine effluent pump, and control pane l. For more information on other ProPak components, see the following Orenco technical documents: • Float Switch Assemblies (NSU·MF-MF -1) • Discharge Assemblies (NTD-HV·HV-1) • Splice Boxes (NTD -SB ·SB · 1) • External Splice Box (NTD -SB-SB-1 ) Applications The Biotube ProPak is designed to filler and pump effluent to either gravity or pressurized discharge points. It is intended for use in a sep tic tank (one -or two -compartment) and can also be used in a pump ta nk. The Bio lube ProPak is designed to allow the effluent mter to be removed for cleaning withou t the need to remove the pump vault or pump, simpli - fying servicing. Com plete packages are available tor on -demand or limed dosing sys- tems with flow rates of 20, 30, and 50-gpm (1.3, 1.9, and 3.2 I/sec), as well as with 50 Hz and 60 Hz powe r supplies. Standard Models BPP20DD, BPP20DD·SX, BPP30TD A, BPP30100·SX, BBPPSOTDA, BPPSOTDD -SX Product Code Diagram BPP 00 -0 T Standard optic.is: lllank ~ 57-in.11448-mmJ V3lil hcighl. intcmJI Si:licc box , stmd;vd dlsdlarge asscmblt 68 • 68-ln (1727·mm) Villil heigh! SX extem:il splice box CW = cold wcalhcr disehargc asscrnllly DB 11ra111bad< diseharge assembfy a = camlock MFV = 11011 mert11ry oal Con1rnl panel app~ca110r DO = dt!m:ind·dosing TOA = timed dosi ll?-analog 1imcr TDO = limed dosing. d1911al Umer e~"d r-re meler & oounter ~ Plimp 11ow ralc. nominal · 20 = 20 IJllffi {J .l Usec) JO = JO()lllll {l 9 Vseci 50 = so gp11 r.n Usec1 I Bialubo" PtoPakN IXlfm ~# Orenco Systems• Inc., 814 Airway Ave., Sulllerlin, OR 97479 USA• 800-3411-9843 • 541-459-4449 • www.orenco.com NTIJ-Bl'P·1 Rev. 1.2, 0 08/14 Page 1 al4 ProPak™ Pump Vault Materials of Construction Vault body Polyethylene Support pipes PVC Dimensions, in. (mm) A -Overall vault height 57 (1448) or 68 (1727) B -Vault diameter 17.3 (439) C -Inlet hole height 19 (475) D -Inlet hole diameter (eight holes totaij 2 (50) E -Vault top to support pipe bracket base 3 (76) F -Vault bottom to filter cartridge base 4 (102) E T ProPak rM pump vault (shown with Biotube filter and effluent pump) Biotube® Filter Cartridge Materials of Construction Aller tubes cartridge end plates Handle assembly Dimensions, in. (mm) A -cartridge height B -cartridge width Performance Biotube® mesh opening Tolal filter now area Total filter surface area Maximum flow rate '0.062 -ln. (1.6-mm) lifter mesh available A ! I I ' I I I ..,1 .. --e--•I Polyethylene Polyurethane PVC 18 (457) 12 (305) 0.125 in. (3 mm)" 4.4 112 (0.4 m?) 14.5 111 (1.35 m2) 140 gpm (8.8 Usec) Biotutree filter cartridge (shown with noat switch assembly) NTD·BPP-1 Orenco Systems• Inc. , Bt4 Airway Ave., Sutherlin, OR 97479 USA • 800·348·9843 • 541-459-4449 • www.orenco.com Rev. 1.2, 0 08/14 Page 2 Df-4 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 repairab ~e with common too ls. AU 60 -Hz PF Series models are CSA certified to the U.S . and Canadian safety standards for effluent pumps, and meel UL requirements. Power cords for Orenco's 4-i n. (1 OO·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 ·fi ~ed polypropylene Discharge beanng : Engineered thermoplastic (PEEK) Diffusers: Glass ·lil'ed PPO fmpe11ers: Acetal (20., 30 -gmp), Noryl (50 -gpm) Intake screens: Polypropylene Suction co nnectioo: StaiFJless steel Drive shaft: 300 series slainless sle et Coupling: Sintered 300 series stainless steel Shell: 300 senes sta nless stee l Lubricant: Deionized waler an d propylene glycol Specifications Norn. flow, length Weight Discharge Impellers gpm (llsec) In. (mm) lb (kg) rn., nominal ' 20 (1 .3) 22 .5 (572) 26 (1 1) 1.25 4 30 (1 .9) 21 .3 (541) 25 (1 1) 1.25 3 50 (3 .2) 20.3 (516) 27 (12) 2.00 2 Per1ormance Nom. flow, hp(kW) Design Rated Min liquid gpm (llsec) flow amps cycles/day level, In. (mm) 2 20 (1 .3) 0.5 t0.37) 12.3 300 18 (457) 30 (1.9) 0.5 (0.37) 11.8 300 20 (508) 50 (3.2) 0.5 (0.37) 12.1 300 24 (610) DiscJiargc is female! NPT rhrCildi'd. US nomi!lill slro. ll1 JCcuninlOda/c Orl)J!(;a' disc/tatgc hose and valve asscmbtrcs Collsun your Orcnco Dtslributor JbOUI filtmgs to cotmect disdiasga JSsemblies to meltu: siied piping. ' M1111mum ltQUtd level is for s111gle twl11PS ,'lhen 1nslalled in a11 Orenco Biolutxf" ProPaJ. ,., PfJ{f'(J VJnlt. • Orenco0 Pump Curves Pump curves, such as those shown here, can hetp you determine the best pump for your syslem. Pump curves show the relationship between flow (gpm or Usec) and pressure (TOH), providing a graphical representation of a pump 's performance range. Pumps perform best at their nominal flow rate, measured in gpm or Usec. Flaw in liters per second (l/secl 0.63 1-26 1.89 2.52 3.1 5 3.79' U2 , -t- I I ..... l 10 20 30 411 so 60 70 Flow in gallons per minute (gpm) Orenco Systems9 Inc., 814 Airway Ave., Sutherlin, OR 97479 USA• 800-348-9843 • 541-459-4449 • www.orenco.com NTl).8PP·1 Rev. 1.2, 0 08/14 Pa1J113Gf4 Control Panel (Demand Dose) Orenco's ProPak"' demand dose control panels are specifically engineered for the PrnPak pump package and are Ideal for appHcations 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) G-Depth 5.4 (135) Specifications Panel ratings 120 V. 3/4 hp (0. 56 kW), 14 A, single phase, 60 Hz 1. Motor-start contactor 16 A.A, 1 hp (0. 75 kW), 60 Hz; 2.5 million cycles at FLA (1 O million at 50% of Fl.A) 2. Circuit 120 V, 1 O A, OFF/ON switch, Single pole breakers 3. Toggle switch Single-pole, double-throw HOA switch, 20 A 4. Audio alarm 95 dB al 24 in. (600 mm), warble-tone sound, UL Type 4X 5. Audio alarm 120 V, automatic reset, DIN rall mount silence relay 6. Visual alarm 718-in. (22-mm) oiameter red lens, "Push-to-silence," 120 V LED, UL Type 4X 0 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 Hinges Dimensions, in. (mm) A· Height B-Wldth C ·Depth Specifications Panel ratings Dual-mode 1 a. Analog timer (not shown) 1 b. Digital timer (shown below) 2. Motor-start contactor 3. Gircui breakers 4. Togg'e Switch 5. Audio alarm 6. ~sual alarm UV-resistant fiberglass, UL Type 4X Stainless steel 11.5 (290) 9.5 (240) 5.4 (135) 120 V, 314 hp (0.56 kW), 14 A, single phase, 60 Hz Programmable for timed-or demand-dosing (digital limed-dosing panels only) 120 V, repeat cycle from 0.05 seconds to 30 hours. Separate variable controls for OFF and ON time periods 120-V programmable logic unit with built-in LCD screen and programming keys. Provides control functions and timing tor panel operation 16 FLA, 1 hp (O. 75 kW), 60 Hz: 2.5 mil ion cycles at FLA (1 O million at 50% of A.A) 120 V, 10 A, OFF/ON switch. Sing e pole 120 V Single-pole, double-throw HOA switch, 20 A 95 dB at 24 in. (600 mm), warble -tone sound, UL Type 4X 718-in. (22-mm) diameter red lens, 'Push-to-silence", 120 V LEO, Ll Type 4X D Control panel, timed-dose (dig/ta/ timer model shown) NTD·BPP-1 Oninco Systems'I Inc. , 814 Airway Ave., suthertln, OR 97479 USA • 800-348-9843 • 541-4511-4449 • www.orenco.com Rev. 1.2, C 08114 Page41114 Orencoe PF Series 4-inch (100-mm) Submersible Effluent Pumps Applications Our 4-inch (100-mm) Submersible Effluent Pumps are designed to 1ransport sc reened effl uent (wit h low TSS co unts) from septic tan ks or separate dosing tanks. All our pumps are constructed of lig htwei ght, corrosion -resistant stai nless steel and engi nee red plastics; all are fi eld- serviceable and repairable with com mon tools; an d an 60 -Hz PF Se ries mode :S are CSA certifed to th e U.S. and Cana dian salety standards for ettruent pumps, meeting UL requ irements . Orenco 's Effluent Pumps are used in a variety ol app lications, incl uding pressurized drainfields, packed bed filte rs, mo unds, aero bi c units, effluent irrigation, effluent sewers, wetla nds, lagoon s, an d more. These pumps are designed to be used with a Biotube® pu mp vau rt or after a secon dary treatment system. Franklin Liquid End Franklin Super Slai r.less Motor -Di sch arge Connecti cm -B}'J)a ss OrUite -Suction Connection .Jt\_ Poweredby ~ Franklin Electric LA8 0 9 8 0 LR205 3 896 Features/Specifications To specily tnrs pump for your installation, re quire the folrowing: • Minimum 24 -hour run -dry capability wit h no deteriorati on in pump ltte or performance· • Patented Ul-inch {3·mm) bypass orifice to ensure ll ow recirculatio n for motor cooling and to prevent air bind • Liquid end repair kits available for better long-term cost of ownership • TRl -SEAl TM troating impeller des:gn on 1 O, 15, 20 , and 30 gpm {0 .6, 1.0 , 1.3, and 1.9 Usec) models; floating stack desi gn on 50 and 75 gpm {3 .2 an d 4.7 Usec) models • Franklin Electric Super Stainless motor, rated ror continuou s use and frequent cyc ling • Type SOOW 600 -V mo tor cable • Rve-year warranty on pump or retro fit Uquid end from date ol manu - facture against defects in materials or workmansh'.p ·Not alllJl:t3blc fCJI S·hp (3. 73 kll-? models Standard Models See specificat ions chart, pages 2-3 , for a list ol standard pumps. For a complete tist of avaDable pumps, call Oren co. Product Co de Diagram PFDDDD-D 1 ~rdlen{Jlh ,ft (m):I Blan.k = lO (3) 20 "' 20 (61 30 -30 (9) 50 -50 (15) Oltlge, nameplate: , = 115" 200; 200 2 -230 ' 4 460 frequency· 1 .. single phase 60 Hz 3 -three phase 60 Hz 5 = s1ngte phase 50 Hz Hor~cpower (kW): 03 .. ·~~p(0251 07 .. '* ~p (0.56) 15"' HHp(U 1) 30 3 hp (2 24} I NominaJ now, gpr1 (IJsec): 05 " ~hp (0.37) 10 • 1 hp (0 75) 20 = 2hp(l 50) 50 = 5 hp (3.73) 10 = l O (0 6) 15 = 15 (l.O) 20 = 20 (l.3) 30 = 30 (1.9) 50 = 50 (3 2) 75 = 7S (4.7) Pump, Pf Series • IHp (0.37kW) onl)' '220 YOllS !« 50 Hz pumps Nole: 20 -'oot c·~d~ ltl! availalJ!e tt1ly t~ sih!)1e phase pumps ~.,,~h l * h11 Orenco Systems9 Inc., 814 Airway Ave., Sutherlln, OR 97479 USA• 800-348-9843 • 541 ...t59-4M9 • www.orenco.com NTD·l'tJ.l'f-1 Rev. 2.2, 0 0911f Pagel ar& ' . 1 -;---~·-~-~~-------.. Orenco0 LI£!£hnig~/,JJata ~ShtJef. · _____ 1 Specifications, 60 Hz i I I ' I! I J I J Pump Model PF100511 10(0.6) 0.50 (0.37) 115 120 PF100512 10(0.6) 0.50 (0.37) 230 240 PF10053200 10 (0.6) 0.50 (0.37) 3 200 208 PF100712 •. 5 10 (0.6) 0.75 (0.56) 230 240 PF10073200 •. 5 10 (0.6) 0.75 (0.56) 3 200 208 PF101012 5.6 10 (0.6) 1.00 (0.75) 1 230 240 PF10103200 s.6 10 (0.6) 1.00 (0.75) 3 200 208 PF102012 5·6.7 8 10 (0.6) 2.00 (1.49) 1 230 240 PF102032 s.&.e 10 (0.6) 2.00 (1.49) 3 230 240 PF10203200 5.6. 8 1 O (0.6) 2.00 (1.49) 3 200 208 PF150311 15 (1.0) 0.33 (0.25) 115 120 PF150312 15 (1.0) 0.33 (0.25) 230 240 PF200511 20 (1.3) 0.50 (0.37) 115 120 PF200512 20 (1.3) 0.50 (0.37) 230 240 PF20053200 20 (1.3) 0.50 (0.37) 3 200 208 PF201012 •. 5 20 (1. 3) 1.00 (0.75) 1 230 240 PF20103200 •. 5 20 (1.3) 1.00 (0. 75) 3 200 208 PF201512 •. 5 20 (1.3) 1.50 (1.11) 230 240 PF20153200 •. 5 20 (1.3) 1.50 (1.11) 3 200 208 PF300511 30 (1.9) 0.50 (0.37) 115 120 PF300512 30 (1.9) 0.50 (0.37) 1 230 240 PF30053200 30 (1.9) 0.50 (0.37) 3 200 208 PF300712 30 (1.9) 0. 75 (0.56) 230 240 PF30073200 30 (1.9) 0. 75 (0.56) 3 200 208 PF301012 • 30 (1.9) 1. 00 (0.75) 1 230 240 PF30103200 • 30 (1.9) 1.00 (0.75) 3 200 208 PF301512 •. 5 30 (1.9) 1.50 (1.11) 230 240 PF30153200 o 30 (1.9) 1.50 (1.11) 3 200 208 PF301534 •. 5 30 (1.9) 1.50 (1.11) 3 460 480 PF302012 s. 6. 7 30 (1.9) 2.00 (1.49) 230 240 PF30203200 S, 6 30 (1.9) 2.00 (1.49) 3 200 208 PF303012 s. 6. 7 8 30 (1. 9) 3.00 (2.23) 230 240 PF303032 H 8 30 (1.9) 3.00 (2.23) 3 230 240 PF305012 s. 6. 7 a 30 (1.9) 5.00 (3.73) 1 230 240 PF305032 s. 6. 8 30 (1.9) 5.00 (3.73) 3 230 240 PF30503200 s. 6· 8 30 (1.9) 5.00 (3.73) 3 200 208 PF500511 50 (3.2) 0.50 (0.37) 115 120 PF500512 50(3.2) 0.50 (0.37) 230 240 PF500532 50 (3.2) 0.50 (0.37) 3 230 240 PF50053200 50 (3.2) 0.50 (0.37) 3 200 208 PF500534 50 (3.2) 0.50 (0.37) 3 460 480 PF500712 50(3.2) 0.75 (0.56) 1 230 240 PF500732 50(3.2) 0.75 (0.56) 3 230 240 PF50073200 50(3.2) 0.75 (0.56) 3 200 208 I 12.7 12.7 6 6.3 6.3 6 3.8 3.8 6 8.3 8.3 B 5.1 5.2 B 9.6 9.6 9 55 5.5 9 12.1 12.1 18 7.5 7.6 18 B.7 8.7 18 B.7 B.8 3 4.4 4.5 3 12.3 12.5 4 6.4 6.5 4 3.7 3.8 4 10.5 10.5 7 5.B 5.9 7 12.4 12.6 9 7.1 7.2 9 11.8 11.8 3 6.2 6.2 3 3.6 3.6 3 8.5 8.5 5 4.9 4.9 5 10.4 10.4 6 5.8 5.8 6 12.6 12.6 8 6.9 6.9 8 2.8 2.8 8 11.0 11.0 10 9.3 9.3 10 16.B 16.B 14 10.0 10.1 14 25.6 25.8 23 16.6 16.6 23 18.7 18.7 23 12.1 12.1 2 6.2 6 2 2 3.0 3.0 2 3.7 3.7 2 1.5 1.5 2 8.5 8.5 3 3.9 3.9 3 4.9 4.9 3 1 ~in. GFP 23.0 (660) 16 (406) 26 (12) 300 1 14 in. GFP 23.0 (660) 16 (406) 26(12) 300 114 in. GFP 23.0 (660) 16 (406) 26 (12) 300 114 in. GFP 25.9 (658) 17 (432) 30 (14) 300 114 in. GFP 25.4 (645) 17 (432) 31 (14) 300 114 in. GFP 27.9 (709) 18 (457) 33 (15) 100 114 in. GFP 27.3 (693) 18 (457) 37 (17) 300 114 in.SS 39.5 (1003) 22 (559) 48(22) 100 114 in.SS 37.9 (963) 20 (508) 44 (20) 300 114 in.SS 37.9 (963) 20 (508) 44 (20) 300 1 14 in. GFP 19.5 (495) 15 (380) 23(10) 300 1 14 in. GFP 19.5 (495) 15 (380) 23(10) 300 1 14 in. GFP 22.3 (566) 18 (457) 25 (11) 300 1 14 in. GFP 22.5 {572) 18 (457) 26 (12) 300 1 14 in. GFP 22.3 (566) 18 (457) 26 (12) 300 1 14 In. GFP 28.4 (721) 20 (508) 33 (15) 100 1 14 in. GFP 27.B (706) 20 (508) 33 (15) 300 1 14 in. GFP 34.0 (864) 24 (610) 41 (19) 100 1 14 in. GFP 30.7 (780) 20 (SOB) 35 (16) 300 1 14 in. GFP 21.3 (541) 20 (508) 28 (13) 300 1 14 in. GFP 21.3 (541) 20 (508) 25 (11) 300 1 14 in. GFP 21.3 (541) 20 (508) 25 (11) 300 1 14 in. GFP 24.8 (630) 21 (533) 29 (13) 300 1 14 in. GFP 24.6 (625) 21 (533) 30 (14) 300 1 14 in. GFP 27.0(686) 22 (559) 32 (15) 100 1 l4 In. GFP 26.4 (671) 22 (559) 33 (15) 300 1 ~in. GFP 32.8 (833) 24 (610) 40 (18) 100 1 14 in. GFP 29.8 (757) 22 (559) 34 (15) 300 1 14 in. GFP 29.5 (685) 22 (559) 34 (15) 300 1 14 in. SS 35.5 (902) 26 (660) 44(20) 100 1 ~In.SS 34.0 (664) 24 (610) 41 (19) 300 114 in. SS 44.5 (1130) 33 (636) 54(24) 100 1 14 in. SS 44.3 (1125) 27 (686) 52(24) 300 1 14 in. SS 66.5 (1689) 53 (1346) 82 {37) 100 1 !4 In. SS 60.B (1544) 48 (1219) 66(30) 300 1 14 In. SS 60.8 (1544) 48 (1219) 66(30) 300 2 in.SS 20.3 (516) 24 (610) 27 (12) 300 2in.SS 20.3 (516) 24 (610) 27 (12) 300 2in.SS 20.3 (516) 24 (610) 28 (13) 300 2in.SS 20.3 (516) 24 (610) 28 (13) 300 2in.SS 20.3 (516) 24 (610) 28 (13) 300 2in.SS 23.7 (602) 25 (635) 31 (14) 300 2in.SS 23.7 (602) 25 (635) 32 (15) 300 2in.SS 23.1 (587) 26 (660) 32 (15) 300 lfTIH'U.f'F.1 Rtnl. 2.2, 0 09/14 l'llge2af6 Orenco Systems9 Inc., 814 Airway Ave., Sutherlin, OR 97479 USA• 800-348-9843 • 541..S9-4449 • www.orenco.com Specifications, 60 Hz (con tinued) ~ I I I fi t~ j ii j Ci~ !~ Q. ~~ ~ Pump Modet .. .. i PF500734 50(3.2) 0.75 (0.56) 3 460 48 0 1.8 l .8 3 2 in. SS 34.8 (884) 25 (635) 31 (1 4) 300 PF501012 50(3.2) 1.00 (0 .75) 230 240 10 .1 10J 2 in. SS 27.0 (686) 26 (660) 35 (16) 100 PF50103200 50 (3.2) too (0.75) 3 200 208 5.7 5.7 2 in.SS 26.4 (671) 26 (660) 39 (18) 300 PF501034 50 (3.2) 1.00 (0.75) 3 460 480 2.2 2.2 2 in. SS 26.4 (671) 26 (660) 39 (18) 300 PF5015124 50 (3.2) 1.50 (1.11) 1 230 24 1) 12.5 12.6 5 2in.SS 32 .5 (826) 30 (762) 41 (19) 100 PF501532004 50 (3.2) l.50 (1.11) 3 200 208 7.0 7.0 5 2irl.SS 29.3 (744) 26 (660) 35 (16) 300 PF503012 u 7 D 50 (3.2) 3 00 (2.23) 230 240 17.7 17.7 8 2in.SS 43.0 (1092) 37 (940) 55 (25) 100 PF50303200 u 8 50 (3.2) 3.00 (2.23) 3 200 208 13.1 13.1 8 2 io.SS 43.4 (1102) 30 (762) 55 (25) 300 PF503034 u .e 50(3.2) 3.00 (2.23) 3 460 480 5.3 5.3 8 2 in.SS 40.0 (1016) 31 (787) 55 (25) 300 PF505012 5 6.7~ 50(3 .2) 5.00 (3.73) 230 240 26.2 26.4 13 2 in.SS 65.4 (1661) 55 (1397) 64 (29) 300 PF505032 5 1l7" 50(3.2) 5.00 (3.73) 3 230 240 16.5 16.5 13 2 hSS 59.3 (1506) 49 (1245) 64 (29) 300 PF751012 75 (4.7) 1.00 (0.75) 230 240 9.9 10.0 3 2 irt SS 27.0 (686) 27 (686) 34 (15) 100 PF751512 75 (4.7) 1.50 (1.1 l) l 230 240 12 .1 12.3 4 2in.SS 33.4 (848) 30 (762) 44 (20) 100 Specifications, 50 Hz Pump Model PF100552 10 (0 .6) 0.50 (0.37) 220 230 3.9 4.1 6 1 % In. GFP 23 .0 (58 4) 17 (432) 26 (12) 300 PF100752 u 10(06) 0.75 (0.56) 220 230 6.2 6.2 9 1 % in. GFP 26.8 (658) 17 (432) 30 (14) 300 PF101552 5·6 10(0.6) 1.50 (1 .11) 220 230 10.5 11.4 18 l % in. SS 39 .5 (1 003) 22 (559) 46 (21) 300 PF300552 30(1 .9) 0.50 (0.37) 220 230 4.1 4.1 4 1%inGFP 22 .5 (572) 19 (483) 26 (12) 300 PF300752 30 (1.9) 0.75 (0.56) l 220 230 6.1 6.1 5 1 % in. GFP 24 .8 (630) 19(483) 29 (13) 300 PF30 1052 30 (l .9) 1.00 (0 .7 5) 1 220 23 0 7.4 7.4 7 1 % in. GFP 28 .4 (721) 20 (508) 32 (15) 100 PF301552 q 30 (1.9) 1.50 (U l) 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 (0 .37) 1 220 23 0 4.0 4.0 2 2in.SS 20.3 (516) 25 (635) 29 (13) 300 PF500752 50 (3 21 0.75 (0.56) 1 220 23 0 6.3 6.4 3 2in.SS 23 ,7 (602) 25 (635) 31 (14) 300 PF501052 50 (3 -2 ) 1.00 (0 .75) 1 220 23 0 7.3 7.4 4 2in.SS 27.0 (686) 26(660) 35 (16) 100 PF501552 50 (3 2) 1.50 (1.11) 220 230 9.1 9.1 5 2in .SS 32.5 (826) 30 (762) 42 (19) 100 PF751052 75(3 2) 1.00 (0 .75) 220 230 7.3 7.3 4 2 in.SS 30.0 (762) 27 (686) 34 (15) 100 1 GFP "'gfiJss -filfed polypropylene. SS ~ slainless Slee/. The 1 !>-in. NPT GFP disclrarge is 2 7'8 in. ocragonal ilCfOSS f/als. /he 1 » ill. NPT SS rf1Sclrarge is 2 UI in. oclil(IOllill across /lats: and the 2 m. NPT SS discharge is 2 7'8 in. licxagonal across llals. Disclrargo is fema le NPT llJrCadccJ. U.S. nom:nal silc. to accommoclalc Orctd clischargc hose and VJtvo assemblies. Consult your Orcnco Distributor abollt fillings to connect hose and v:itve ilSSemblies to me Inc · siZed piping. 2 Mi11imum liquid level is for single pumµs when i11stalll.'ll in an Ormco Biolubtr' Pump Vault or Universal Flow lncJuccr. In otlicr app/.'....,llons. minimum liqulcl /ere/ stroulcJ Ill: top of pump. Cor isul( Orenco for more information. J Weigh/ includes canon and 10 It (3 m) cord. ~ Hll)h ·/lfesswe discltarye assem/Jly required. 5 Do not use cam JocJc Ofl/IM (0) on discharge assembly 6 Custom diseharge assembly requrred for lhese pumps Con/act Orenco 7 Cdpaellor l)ack (SOid separately or Ins/ailed In a cuslom control f)ilneQ required tor this pump. Contact Orenco. 8 TorQue locks are available /or all f)Umps, and are SIJIJPliec/ wilh J·hp and 5 hp pumps. Orenco Systems"' Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 54l~9 • www.orenco.com NTD-Pll.f'F-1 Rev. 2.2, 0 09/14 Page3of 6 Materials of Construction Discharge Glass-filled polypropylene or stainless steel Discharge beating Engineered thermoplastic (PEEK) Diffusers Glass·filled PPO (Noryl GFN3) Impellers Celcone acetal copolymer on 10·, 20, and 30-gpm models; 50 -gpm impellers are Noryl GFN3 Intake screen Polypropylene Suction connection Stalnless steel Drive shaft 7116 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. Hennetically sealed motor housing ensures moisture-free windings. Ail 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 TOH), providing a graphical representation of a pump's optimal performance range. Pumps perform best at their nominal flow rate -the value, measured in gpm, expressed by the first two numerals in an Orenco pump nomenclature. The graphs in this section show optimal pump operation ranges with a solid line. Flow flow rates outside of these ranges are shown with a dashed line. For the most accurate pump specification, use Orenco's PumpSelect"' software. Pump Curves, 60 Hz Models ~'-... ·= 600 ·--+---+-------""<+---.. --+---+---• ~ ::: 500 1 --+---+----.---+---'f----+-~1---1 -"ti ~ 400 1i.;...;.~~ --..... .2 ~ 300 PF1007 -1 ~ ZOO PF1005 ~'"'"'::.";:: ! ~ •. 100 , _ __, _ _,w/11," flow ,_.._~.._~ controller 0 2 4 6 8 10 12 14 Flow in gallons per minute (gpm) 16 160 140 120 100 80 60 I --l --- PF15 Series, 60 Hz, 0.3 hp ! IPF1 ~1· •·. •··· ...... J. I j' I ----1 I 4- •--<----+---~'--I~~- I I -~-1 J~·· .. _ I 3 6 9 12 15 18 21 24 Flow in gallons per minute (gpm) lfTD..PU·PF-1 Rev. 2.2, c 09/14 Pitte 4 af 6 Orenco Systems• Inc., 814 Airway Av11., suthetlln, DR 97479 USA• 800·348·9843 • 541-459·4449 • www.orenco.com 60 Hz Models (continued) 400 ..---.---.,.------...--.,...----.---. PF20 Series, 60 Hz. 0.5-1 .5 hp ~ 350 [f.~0_1 ~1 -. ~300 i ····· ... 11 1· ~250 ~ ... j 200 (_ ... ·····rn~ _ w. -&: ---1 ~ 1 '50 1~1 ... <.1 -1 . '\.1· _l .. - ~ ': 1-. )~,-~-.. o..___. _________ ~---~----------~ 0 5 10 15 20 25 30 35 49 Flow in gallons per minute (gpm) 450 -----~------.---... 400 ~ ~ - PF50 Series, 60 Hz. 0.5-5.0 hp 350 -., .. · .. ····-... -~-~-I 40 50 6D 7D 8D 90 Flow in gallons per minute (gpm) !.~ I PF30 Series. 60 Hz. 0.5 -5.0 hp _ 800 h .:-. r ~ _ G) ·•• ••• .! ~ 700 ' -+--1· =+-~'-··.~.- -GOD --•·. i soo jtBl:I · ... ' . ~1- :2 400 !~"'!"t--1: .. i -·~ -. ( 300 1 ~~-••••••• :j:..:.::·:~K t _,_ - "1:1 I P~~o l . I ···· ···k ~ I ~ 200 1 ~ ··1 ·-.J ~ ... ~~ 1 00~·-·r ····I -.. ~ 0 ' I ' 0 5 10 15 20 25 30 35 40 45 Flow in gallons per minute (gpm) 100 ..---~~--.-------....-----.----,.._., 90 1 i>Fis~s : ~ ..l!! 80 I .:: ~ 7D e -60 "1:1 IQ .: 50 .~ ~ 40 ~ 30 -.s 20 ~ rn L!_F75 Se ries. 60 Hz. 1.0 -1.5 fl p DD 10 20 30 40 50 60 70 80 90 100 Flow in gallons per minute (gpm) I • Orenco Systems• Inc,, 814 Airway Ave ., Sutherlin, OR 97479 USA• 800-348-9843 • 541 ~ • www.orenco.com NTD-PU-PF-1 Rev. 2.2, 0 09f14 Page Sol& Pump Curves, 50 Hz Models 20 w/&mmffaw controller PF1DSerin, 50Hz.0.37-1.11 kW I ---· 525 -Ill .5 459 ~ i:: -: 394 J! .5; 1328 l !::: 262 l .: 197 ·1 131 -t' -.!!! I &s .s! 0 _ _L.._ -~ _.....__ -----...l 0 ~ ~ ~ ~ ~ ~ ~ M ~ Flow in liters per second {I/sec} 40 131 iii t! - .!! 35 ~~15@- 15 ··-.. ····-. = ...... ·-JO • t--"-7.t .. --1----r ~ ··•• .• I I I:! IPF501052 I "i "--' :; 25 -· .. -· "·--~ -• • :i: ..... ' ... ~--= 20 iPF!il075Z I -t ·:.:.:.~... - .!::! ·-·-·-....... 1 ·- E ··~·-·· :g 15 ········-.... =--t----....., -t-lPf580552 t -.. _, . .!!! 10 ·-••.• ·-.. iS! .5 115 E i::i i:: ~ Ill 98 .s ,5 ~ 82 Q ...--- 66 = -i:: 49 ·ii ~ 33 -t' -.!!! 5 t 16 iS! g.__ ___ ~--~-------~_...~_, 0 M W ~ ~ ~ ~ ~ ~ U Flaw in liters par second {Usec) ~ Ill E ·= Flow in gallons per minute (gpm}, nominal ~ u ~ ~ n 20 I----<>------+ 30 27 24 21 ~ M U U W Flow in liters per second (I/sec) Row in gallons per minute (gpm}, nominal ro ~ ~ ~ ~ ~ ~ ~ ~ I I PF75 Series, 50 Hz. D.75 kW I I I ' JPF1S10SZ ' I . ' 2.4 ~ 18 ~ 11 ..... ! .. '• ··~ ... -· 1 I t - '1:1 15 Ill Ill -i:: .!\:! 12 E ! 9 -.!!! 6 iS! 3 "l ·-.. 'I I -I -N - I i " I I I I I I I I I j I I I I 0 I () 0.6 12 1.8 Z.4 lll 16 42 4.8 5.4 6.0 Flaw in liters per second (Usec) NTD-f'll.Pf..1 Rev. 2.2, 0 0911 • Page 6 of 6 Orenco Systems-Inc. , 814 Airway Ave., Su1herlln, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com