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Home My WebLink AboutApplicationGurfield County ONSITE WASTEWATER TREATMENT SYSTEM (owrs) PERMIT APPLICATION Community Development Department RECE¡VED 1O8Bth Street, Suite 401 Åu{ì ? . zütfr"n-Ëiriä!ï'r:o81601 GARFIELDCOU@ COMMUNITY DEVELOPMENT TYPE OF CONSTRUCTION E New lnstallation tr Alteration tr Repair WASTE TYPE tr Dwelling E Transient Use tr Comm./lndustrial tr Non-Domestic E other Describe INVOTVED PARTIES Property OWnef : Tim and Carolyn Hagist Phone : tll:_.) 37 9'97 26 Mailing AddfeSS: 286 W¡llow Lane Carbondale, CO 81623 Email AddfeSS. tim@has¡stx.com COntfaCtOf : Hagist Excavat¡on phone: (e7o l3l9-9126 Mailing AddfeSS: PO Box'1472 Catbondale, CO 81623 Email AddreSs. tim@hasistx.com Engineer:All Serv¡ce Septic (Caria Ostberg)Phone:3U9-5259 Mailing AddfgSS: 33 Four Wheel Dr¡ve Road, Cãrbondâle, CO 81623 Email AddfeSS. carla.ostbêrg@gmail.com PRO'ECT NAME AND TOCATION JOb AddfeSS: 286 W¡llow Lane Carbondale, CO 81623 Assessor's Parcel Number:2?q.?í3S\OOO23 Sub.Lot Block Single Fam¡ly Home u9 Building or Service Type:#Bedrooms: ¿Disposal(Y/N)Y Distance to Nearest Community Sewer System : Many miles away AD Was an effort made to connect to the Community Sewer System:No Åt Type of OWTS E SepticTank E Aeration Plant E Vault E Vault Privy tr Composting Toilet E Recycling, Potable Use E Recycling tr P¡t Privy E lncineration Toilet E chem¡cal To¡let E other Ground Conditions Depth to 1.t Ground ¡¡¡¿ts¡ f¿þls 2 feet Percent Ground Slope 1% Final Disposal by E Absorption trench, Bed or Pit þ Underground Dispersal E Above Ground Dispersal E Evapotranspiration E Wastewater Pond E0 Sand Filter E other Water Source & Type E well E Spring E Stream or Creek E cistern E Community Water System Name Effluent Will Effluent be discharged directly into waters of the State? E Yes E ruo CERT¡FICATION Applicant acknowledges that the completeness of the application is conditional upon such further nìândatory and addit'ronal test and reports as may be required by the local health department to be made and'furnished by the applicant or by the local health department for purposed of the evaluation of the application; and the isiuance of the permit is subject to such terms and conditions as deemed necessary to insuie compliance with rules and regulations made, information and reports submitted herewith'and required tó be submitted by the applicant are or will be represented to be true and correct to the beit of my knowledge and belief and are designed to be relied on by the local department of health in-evaluating the same for purposes of issuing the. permit a.pplied for herein. I fuither understand that any falsification or misrepresentation may result in the denial of the application or revocation of any permit granted based upon said application and legal action for perjury as provided by law. 4: I hereby acknowledge that I have read and understand the Notice and Certification above as well as have provi ded the required information which is correct accurate to the best of my knowledge. 8t2212019h Property Owner and Sign Date þS l7V.oo ¡9{7t 7'1 ra OFFICIAL USE ONLY , Soecial Conditions:"""'üääiä,- AD u 3r ú),Q"r-ttãuzÇ-w î¿ftç Fees Paid l7v"ooTotal Fees: lLv,ooPermit Fee: 17? oo Perk Fee:INU lssue Date:Balance Due ø Sept¡c Permit:s€w_q?xfBuílding Permit ß-27.nBUILDING/ PLANNING DIVISION: DateSigned fitt 33 Four Wheel Dr¡ve Rd Corbondole, C0 8ló23 970-309.5259 $ilÏtff March 10,2019 Project No. C1434 Tim Hagist tim@haqistx.com Subsurface lnvestigation and Onsite Wastewater Treatment System Design 286 Willow Lane Garfield County, Colorado Tim, ALL SERVICE septic, LLC has completed an onsite wastewater treatment system (OWTS) design for the subject residence. Soils have been based off those consistently found in the area, although a site- specific soil investigation was not conducted. The property is located outside of Carbondale, in an area where OWTSs and wells are necessary. Legal Description: Section: 35 Township: 7 Range:88 TR in Lot 12 Parcel lD: 2393-354-00-023 SITE CONDITIONS The property is currently developed with a 2-bedroom, single-family residence and is served by an existing OWTS. An addition to the residence is proposed. Future development on the property could include a 1-bedroom detached additional dwelling unit (ADU). The proposed OWTS is being sized for a maximum of 5-bedrooms. There are no documents available from Garfield County on the existing OWTS. 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 inside the southern portion of the existing residence. The well must be located a minimum of 5O-feet from the proposed septic tank and a minimum of 1OO-feet from the proposed soil treatment area (STA). The proposed STA is located in the northeast corner of the property. The proposed STA in the northeastern portion of the property is relatively flat and vegetated with native grasses. We have also identified an alternative STA location to the north of the existing driveway. 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. SUBRFACE The subsurface was investigated on several neighboring properties, but a site-specific evaluation was not conducted prior to this design. A soil profile test pit excavation (Test Pit) must be excavated prior construction of the proposed OWTS to verify assumptions about the subsurface conditions are correct. This office must be contacted to verify soils. On neighboring properties, groundwater has been estimated at 2-feet below grade. Soils have been classified as Soil Type 2 with greater than 50% rock content. For purposes of this design, we are estimating groundwater at 1-foot below native grade and subsurface soils as SoilType R-0. Page2 A mounded, unlined sand filter with a minimum depth of 3-feet of sand filter material is proposed. A long term acceptance rate (LTAR) of 0.8 gallons per square foot will be used to design the OWTS, in accordance with Garfield County On-Site Wastewater Treatment System Regulations. of soils on properties to the south DES¡GN 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: AverageDesignFlow=TSGPDx2people/bedroomx3bedrooms+(T5GPD4thbedroom)+(150GPD future 1-bedroom ADU) = 675 GPD STA Calculations = 675 GPD / 0.8 gallons/SF (Secondary Sand) = 844 SF Mounded, unlined sand filter with min. 3-ft sand filter material (Secondary Sand) 12' x70 Tz'foolprinl The new OWTS design is based on 4-bedrooms in the main residence and a proposed 1-bedoom ADU. An average daily wastewater flow of 675 GPD will be used. For the purposes of this OWTS design, Benchmark Elevation has been established as 100' (existing sewer line exiting the residence). ALL SERVICE, LLC should be notified of any discrepancies or problems with grade elevations of proposed components during installation of the OWTS. Page 3 The system installation will include a new 2000-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. We recommend anchoring the septic tank with Deadmen because of the high seasonal groundwater table. The floats should be set to dose approximately 90 gallons each pump cycle, allowing approximately 12 gallons of 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, 12' x 70.5' mounded, 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 fllter material must be clean, coarse sand, all passing a screen having four meshes to the inch. The sand must have an effective size between 0.15 and 0.60 mm. The uniformity coefficient must be 7 .0 or less. Material meeting ASTM 33, for concrete sand, with three percent or less fines passing 200 mesh sieve may be used. A gradation of the sand media must be provided. 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 a2T.-inch screen and must be retained on aT¿-inch screen. The manifold must be 1.S-inches in diameter. Laterals must be 1.S-inches in diameter with 5/32-inch diameter orifices facing down, spaced 3-feet on center (OC). We recommend Orenco@ Orifice Shields be installed on the laterals at each orifice. Laterals will begin 2-feet from the edges of the filter, with 4-feet between each lateral. Each 1.S-inch diameter lateral must end in a sweeping ell facing up with a ball valve for flushing. A soil separation fabric should be placed over the gravel layer followed by approximately 1-foot of topsoil or other suitable soil able to support vegetative growth. The mound must have a minimum 3:1 slope (horizontal:vertical); therefore, the basal area will extend approximately 12-feet beyond the sand filter on all sides (with a mound height of 4-feet above native grade). Soils in the sloped perimeter areas of the mound must be well draining and able to support vegetative growth This soil must be approved by this office prior to installation. The mound must be crowned in a manner to promote drainage off 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. OWTS Component Minimum Elevation Primarv Tank lnlet lnvert Min.98' lnfiltrative Surface Min. 102' (min. 2-feet above native grade in area of STA) Page 4 OPERATION INFORMATION AND MAINTENANCE The property owner shall be respons¡ble for the operation and maintenance of each OWTS servicing the property. The property owner is responsible for maintaining service contracts for manufactured units, alternating STAs, and any other components needing maintenance. Geo-fabrics or plastics should not be used over the absorption area. No heavy equipment, machinery, or materials should be placed on backfilled STAs. Livestock should not graze on the STA. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWTS. For example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a STA. 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. 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. Page 5 Please call with questions. Sincerely, ALL SERVICE septic, LLC Carla Ostberg, MPH, REHS C.e,\ün-üstú,rng Reviewed By: RichardH. coôca 3lt&lt9 Discharge Assembly Size Transport Length Transport Pipe Class Transport Line S¡ze Distribuling Valve Model l\4ax Elevation L¡fl [4anifold Length l\¡anifold P¡pe class l\4anifold P¡pe Size Number of Laterals per Cell Lateral Length Lateral Pipe Class Lateral Pipe Size Oritlce Size Orifice Spac¡ng Res¡dual Head Flow Meter Add-on' Friclion Losses Fump Selection for a Pressurized System - Single Family Residence Project Hagist Residence I C1434 Parameters 2.00 112 40 1.50 None 3 8 40 1.50 3 68.5 40 '1.50 5t32 3 5 None 0 100 Calculat¡ons 0.68 69 47.1 7.5 gpm gpm o/o fps Frictional Head Losses Loss thrcugh Discharge Loss ¡n Transport Loss through Valve Loss in l\4anìfold Loss ¡n Laterals Loss through Flowmeler 'Add-on' Frict¡on Losses Pipe Volumes 11.8 0.8 21.7 34.4 20 Min¡mum Pump Requirements 47.1 26.6 fêel feet feet feet feet ¡nches feel 40 4.4 0.0 0.3 0.4 0.0 0.0 feet feet feet feet feet feet leet inches inches 160 140 120 inches feet inches inches Minimum Flow Rate per Orif¡ce Number ofOrif¡ces per zone Total Flow Rate per Zone Number of Laterals per Zone % Flow D¡fferential lsvLast Orifice Transport Velocity ü¡iûIL trEI¡- ËüÐEsE ELE a .o Vol ofïransport L¡ne Volof Manifold Vol of Laterals per Zone Total Volume gals gals ga¡s gals Design Flow Rate Total Dynamic Hêad spm feet 0 0 PumpData 10 20 30 40 50 Net Discharge (gpm) bU Pum¿çurye: Pump OptimaJSånge: operatl@Þoint; oesiftoint: 70 80 Legend PF5005 High Head Emuent Pump 50 GPM, 1/2HP 1151230V 1ø 60H2,2001230V 3Ø 60Hz PF5007 High Head Effluent Pump 50 GPt\¡, 3/4HP 230V 1ø 60H2, 2001230t460V 3ø 60Hz PF5010 High Head Effluent PumP 50 GPM, 1 HP 230v 1Ø 60H2,2001460V 3Ø 60Hz PF50l5 High Head Efiluenl Pump 50 GPM, f-1l2HP 230V 1ø 60H2,20OV 3ø 60Hz l I I ¡ I 1 I t RLt33 Four Wheel Drive RoadCarbondale, Colorado 81623Phone 970.309.5259carla@allserv¡ceseptic.æm$mIô=-0' 20' 40,Scale: 1'' = 40:0"#PrcXME. F IS ftE rcM€WNEß DUfl IO ENSURE ALLCdSRUCIþÑ AN! IMRdEMEÑTS LOCAIIoS Æ ACCUMIE. ALLSFSCK DISTANCES SrcUþ BE CdFIilEO PR¡M TO g*VAIþN,DMWNGS MUST BE USED INCONJUNCIION WTH DÊSIGNLETTER DAIED O3/10/2019TISITE PLANrc'tv2.0ALTÊRNATE STA LOCATIONBEXISTING SEPTICTANK TO BEABANDONEDAPPROXIMATEEXISTING STALOCATION TO BEABANDONED2.BEDROOM RESIDENCE(REt\,loDELTO 4 BEDROO¡,,| + FUTURE1-BEDROOM DETACHED ADU)TOMINWELLIPREFÊRREDSTALOCACTIONHagist Residence286 Willow LaneGarfield County, ColoradoProjectNumbêr C1434Date: 03/10/19 IIDesisnedBy: cBol W1 .0Reviewed By: RHPIDEwn Bv: DD I Sheet 1 of4 33 Four Wheel Drive RoadCarbondale, Colorado 81623Phone 970.309.5259carla@allseru¡ceseptic.æmfil,t$lnlu.+fh9ooDRIVEWAYEXISTING CONCRETESEPTIC TANK TO BEABANDONED(REMODEL TO 4BEDROOMS +FUTURE1-BEDROOM ADU)2-BEDROOMRESIDENCEE---APPROXIMATESTA TO BEABANDONED0' 10' 20,Scale: '1" = 20'4"1.5" DIA SCH.4O PVC LEVEL MANIFOLDINSPECÏION PORT AT EACH CORNER OF EACH MOUND,I.5" DIA SCH-40 PUMP LINE(MtN 1olo ÐRATNBACK TO TANK)12'x 70.5'PRESSURE DOSED, MOUNDED, UNLINED SAND FILTERwtTH (3) 1.5" DtA SCH40 PVC LATERALS W|TH 5/32" DrA ORTFTCESFACING DOWN AT 3' O.C.r10'MFENCEzfnMETAL SHED1.5" DIA SCH-40 PVC LATERALS WITH 5/32" DIAORIFICES FACING DOWN 3'O.C.DIA SCH-40 SEWER LINE WITH DOUBLE-SWEEPCLEAN OUT (MIN.2% TO SEPTIC TANK)END LATERALS IN A 90'ELBOW FACINGWITH BALL VALVE IN A VALVE BOX ACCESSIBLEAT GRADE FOR FLUSHING2OOO-GALLON, TWO-COMPARTMENT, CONCRETESEPTIC TANK W/'ORENCO' PUMP SYSTEM, ANCHORWITH DEADMENWELLIHagist Residence286 W¡llow LâneGarfield County, ColoradoProjectNumber: C1434Date: 03/10/19 Ioesiqne¿ av, ceolReviewed ey: RHPIDEwn By: DD Iw2.0Sheet 2 of 4 33 Four Wheel Drive RoadCarbondale, Colo.ado 81623Phone 970.309.5259carla@allseryiceseptic.comfiLLa$ltH{¡Itþ2'TO TOE OF SLOPEFOR MIN 3:1 SLOPEfIIII12' x 70.5' PRESSURE DOSED,MOUNDED, UNLINED SANDFTLTER W|TH (3) 1.5' DtASCH4O PVC LATERALS WITH5/32' DIA ORIFICES FACINGDOWN AT 3'O.C.END EACH LATERAL IN A 90" LONGSWEEPING ELL FACING UP WITH ABALL VALVE IN A VALVE BOXACCESSIBLE AT GRADE.5' DIA SCH-40 PUMP LINE(MIN 1% DRAINBACK TO TANK)_lllIöuJfLoJu)1.5" DIA SCH.4O LEVEL MANIFOLDL__lINSPECTION PORT AT EACHCORNER OF EACH MOUND/âSTA PLANæ1.5" DIA SCH-40 PVC LATERALSWITH 5/32" DIA ORIFICE HOLESFACING DOWN AT 3'O.C,INSPECTION PORT AT EACHCORNERTOPSOIL COVERLANDSCAPE FABRIC ON GRAVELGRAVEL FILTER MEDIAMSAND FILTER I\4ATERIAL"SECONDARY SAND'EFFECTIVE SIZE = 0.15 - 0.06 mmUNIFORIVITY COEFFICIEI'¡T :7.0O/. FINES PASSING #2OO S¡EVE <3.0'lGROUNDWATERrISTA SECÏON\yFILTEROVER-EX.SANDFORSANOHagist Residence286 Willow LaneGarfield County, ColoradoPrcject Number: C1434Date: 03/10/19 IDesienedBy:cBol W3.0Reviewed By: RHPIDrawn By: DD I Sheet 3 of4 f,Lt$ffiu33 Four Wheel Drive RoadCarbondale, Colorado 8l623Phone 970.309.5259carla@âllserv¡ceseptic.æmtï#DESIGN4-BEDROOM RESIDENGE + FUTURE 1-BEDROOM ADU75 GAUPERSON/DAY x 2 PERSONS/BEDROOM x 3 BEDROOMS + 75 GPD (4THBEDROOM) + 150 GPD (FUTURE 1-BEDROOM ADU)WASTEWATER FLOW = 675 GALLONSSLIP-ON PVCINSTALL FLUSHINGVALVE ECCENTRIC TOCENTER OF VALVE BOXDO NOT GLUE10" DIA VALVE BOXWITH SECURED LIDTANK:5-BEDROOM RESIDENCE = MlN. 15OO-GALLON SEPTIC TANK + 250 GALLONSPUMP CAPACIryUSE 2OOO-GALLON, TWO.COMPARTMENT TANK WITH PUMP IN SECONDCOMPARTMENTINSULATED1.5" PVC SLIP X MALEPIPE THREADADAPTOR W/CAPTRACER WIREFINISHED GRADE4" DIA1.5" DIA BALLVALVESOIL TREATMENT AREA (STA):LONG TERM ACCEPTANCE RATE (LTAR) = a.8 GAU SQ FTCALCULATED STA = Q/LTAR = 675 / 0.8 = 844 SFPRESSURE DOSED, MOUNDED, UNLINED SAND FILTER12'X70.5'UNLINED SAND FILTER WITH MIN. 3'SAND FILTER MATERIALSEWER LINE1.5" DrA SCH-40 PVCLONG SWEEP 90'ELBOWTO TANKHOUSE/A FLUSHING DETAILY/ Ndrôs1.5" DtA SCH-40 PVCSUSPENDED LATERALSUGGESTED ORIFICE GRIDl-'""-l*'oc-_*lFINISHED GRADE24" MtN.SLIP.ON PVCSPRINKLER VALVEBOX AT GRADE4" DIA SCH-40 SEWER LINE(MIN 2% SLOPE TO TANK)THIS SECTION OF PIPEWILL RUN UNDERADRIVEWAYDO NOT GLUEFINISHED GRADE3" MtN.4'DIASCREENED ROCKBEDDINGINSPECTION PIPE1/4" DIA HOLE DRILLEDINTO TWO SIDES OF PIPEFOR VENTILATION(BELOW SLIP ON CAP)8'MINSTA FILMEDIA¡â TRENCH DETAIL\yORIFICES FACE DOWNr-ì INSPECÏON PORT DETAILv-_---PLACE ORIFICE SHIELDSORIFICESUNDER ALL/I ORIFICE GRID\yoo11BACKFILLHagist Residence286 Willow LaneGarfield County, ColoradoPrcject Number: C1434Date: 03/10/19 Ioes¡qneo ev' ceolReviewed gV: RHPIDrawn By: DD Iw4.0Sheet 4 of 4 2OOO Gallon Top Seam -2CP wlth High Head Pumplbm t 2000T¿Gp.xH DESIGN NOTES¡ Design per performonce test per ASTM c1227o Top surfoce oreo 87.75 ft¿¡ f'c @ 28 doya; concrete = 6,000 PSI Min. lnstollotion:¡ Tonk to be set on 5" min. sond bed Tior peo grovelo Tonk to be bockfilled uniformly on oll sides in lifts less thon 24" ond mechonicolly compoctedo Excovoted moteriol moy be used for bockfìll, provided lorge stones ore removedo Excovotion should be dewotered ond tonk fìlled with woter prior to being put in service for instollotion with woter toble less thon 2' below grodeo Meets C1644-06 for resilient connectorso lnlet ond Outlet identified obove pipe¡ Delivered complete with internol piping¡ Control Ponel to be mounted in sight ]u line of tonk 4' Moximum bury depth ALLOWABLE BURY (Bosed on Woter Toble) WATER TABLE ALLOWABLE trARTII FII I 0'- 0'3'- 0" 1'- O"J'- o' 2'-o'4'-O" 5'-0'4'-O" DRY 4'-O" *Seruice contracts available for maintenance* Digging Specs ln vert Dimensions Punpo l-owsrsTE¡SendlnguræÊfruilt quallVbfþHo Compleb hddaüon (wltllp, paml, nrcunthg and ürt{p plocotlum)r Complebwananty Net Weight _l CþarAccæs ' ' ..-;- Rl¡elrbG¡aö Net Copocity Top View 24" Minimum Riser Height Ould( VrhD Rh.r Hdght Section Mew ,,il il t:. TANK ID b a in5l 15' Long x I' Wide 56" below înlet Outlet 54"162"!8' Min width Height lnlet Side 92" Outlet Totol L¡d 559 9ol 507 2066 9ol 5420 I 15530 lbs 2',r150 tbs Tonk Totol R¡¡bò¡r S¡¡l¡nû 1 lnlet 56" Phone: 719€956764 Fu: 719€05€72l Web¡lb: wrvw.valle¡ry1ætæm Emll : fionEæk@[talleyprætæmBuen¡ Vlsta, Colorado PRECASil¡rnc. Biotube@ ProPak Pump PackagerM Technical Data SheetOrenco 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. And its patented pump vault technology eliminates the need for separate dosing tanks. This document provides detailed information on the ProPak pump vault and filter, 4-in. (100-mm) 60-Hz turbine effluent pump, and control panel. For more ìnformation on other ProPak components, see the following 0renco technical documents: . Float Switch Assemblies (NSU-MF-lVF-1) . Discharge Assemblies (NTD-HV-HV-1 ) , Splice Eoxes (NTD'SB-SB-1) . External Splice Box (NTD-SB-SB-1) Applications The Biotube ProPak is designed to filter and pump effluent to either gravity or pressurized discharge points. lt is intended for use in a septic tank þne- or two-compaftment) 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 servicìng. 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 supplìes. Standard Models BPP2ODD, BPP2ODD-SX, BPP3OTDA, BPP3OTDD-SX, BBPPSOTDA, BPPsOTDD-SX Product Gode Diagram BPP It t- Standard opt¡ons: Blank = 57-in. (1 448-mm) vault height, internal splice box, standard discharge assembly68 = 68-in. (1727-mm) vault height SX = external splice box CW = coldweatherdischargeassembly DB = drainback dìscharge assembly0 = câm lock l\4FV - non-mercuryfloat control panel application: DD = demand-dosing TDA = timed-dosing, analog timer TDD = timed dosing, d¡gitâl timer, elapsed time meter & counters Pump flow rate, nominal: 20 = 20 gpm (1.3 Usec) 30 = 30 spm (1.9 Usec) 50 = 50 spm {3.2 Usec) Biotube@ ProPak" pump vault External splice box (Optional; internal splice box comes standard.) Riser lid (not included) Float Riser (not included) Discharge assembly Pump liquid end Pump motor bracket Support pipe Pump vault Float stem Floats Float collar Vault inlet holes 4-in (100-mm) turbine effluent pump Biotube@ fi cartridge t Biotube@ ProPakrM pump package components. grenco Systems@ ¡nc. ,814 Airway Ave., Sutherlin,0R 97479 USA . 800-348-9843 . 541-459-4449 . www.orenco.com NTD.BPP-1 Rev.1.2, @ 08/14 Page 1 of 4 'OrenCO Technical Ðata Sheet ProPaK" Pump Vault Biotube@ Filter Gartridge Materials of Construction Materials of Construction Vault body Polyethylene 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, (mm) B - Vault diameter 17.3 (43e)A - Cartridge height 18 (457) C - lnlet hole height 1e (475)B - Cartrìdge width 12 (305) D - Inlet hole diameter (e¡ght holes total)2 (50)Performance E - Vault top to support pipe bracket base 3 (76)Biotube@ mesh opening 0.125 in. (3 mm). F - Vault bottom t0 filter caftridge base 4 (102)Total filter flow area 4.4ft'?(0.4 m'?l Total filter surface area 14.5 ft2 (1.35 m2) lVaximum flow rate 140 gpm (8.8 Usec) .0.062-¡n. (1.6-nn) f¡ltet nesh available E T T D AC ï A T- E B 'l B ----N ProPaRrM pump vautt (shown with Biotube Íilter and efÍluent pump) Biotube@ filter cartridge (shown with float switch assembly) NTD-BPP-1 Rev. 1.2, @ 08/14 Pagezol 4 [renco Systemso lnc. , 814 Airway Ave,, Sutherlin, 0R 97479 USA . 800-348-9843 o 541 -459-4449 . wwworenco.com Technical Data Sheet OfenCO 4-in. (100-mm) Turbine Effluent Pumps Orenco's 4-in. (100 mm)Turbine Effluent Pumps are constructed of lightweight, corrosion-resistant stainless steel and engineered plastics; all are field-serviceable and repairable with common tools. All 60-Hz PF Series models are CSA ceftified 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 and 2 applications). Materials of Construction Discharge:Stainless steel or glass{illed polypropylene Dischargebearing: Engineeredthermoplastic(PEE$ Diffusers:GlassJilled PPO lmpellers:Acetal (20-, 30-gmp), Noryl (50-gpm) lntake screens Polypropylene Suction connection: Stainless steel Drive shaft:300 series stainless steel Coupling:Sintered 300 series stainless steel Shell 300 series stainless steel Lubricant:Deionized water and propylene glycol Specifications Pump Curves Pump curves, such as those shown here, can help you determine the best pump for your system, Pump curves show the relationship between flow (gpm or Usec) and pressure (TDH), providing a graphical representation of a pump's performance range. Pumps pedorm best alïhetr nominalflow rate, measured in gpm or Usec. Flow in liters per second (Usec) 0.63 1.26 1.89 2.52 3.15 3.79 4.42 20 \ \ PF 30051r t \ \ \ \\ PF 500511 \ \\ \\ 140 (¡¡ \g 120 Ê'* !GO¡ añs"" TJ S60\È (È .Ë 40 43 11 30 24 18 12 eqt q¡ sa G QJÊ (J (È\È lÈ .o Nom. floq gpm (Usec) Lengür in. (mm) Weight lb (kg) Discharge lmpellers in., nominal 1 10 20 30 40 50 60 70 Flow in gallons per ninute (gpn) 20 (1.3) 22.5 (572) 26 (11)1.25 4 30 (1.9) 21.3 (541) 25 (11)1.25 50 (3.2) 20.3 (516) 27 (12)2.00 ¿ Performance Nom. floW gpm (Usec) hp (kW)Design flow amps Rated cycleVday Min liquid level, in. (mm) 2 20 (1.3) 0.5 (0.37) 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) I D¡schaee ¡s fenale NPT thrcaded, U.S. n1n¡nal size, t0 acc1mm1date )renco@ discharge h1se and valve assemblies. C1nsult your )renco Distribut1r about fiftings to c1nnect discharge assenblies t0 netr¡c-sized piping. '? Minimum liquid level ¡s for s¡ngle punps when installed in an )rcnc1B¡1tubP Pr1PakrM Pump Vault. 0renco Systems@ lnc. ,814 Airway Ave,, Sutherl¡n,0R 97479 USA ¡ 800-3¡t8-9843 . 541-¡159-4449 . www.orenco.com NTD.BPP-1 Rev. 1.2, @ 08/14 Page 3 of 4 Orenco Technical Ðata Sheet Gontrol Panel (Demand Dose)Gontrol Panel (Timed Dose) 0renco's ProPaK' demand dose control panels are specifically engineered for the ProPak pump package and are ideal for applications such as demand dosing from a septic tank into a conventional gravity drainfield. Materials of Construction Orenco's ProPak timed dose control panels are specifically engineered for the ProPak pump package and are ideal for applications such as timed dosing from a septic tank into a pressurized drainfield or mound, Analog or digital timers are available. Materials of Construction Enclosure UV-resistant fiberglass, ULType 4X Enclosure UV-resistant fiberglass, UL Type 4X Hinges Slainless steel Hinges Stainless steel Dimensions, in. (mm)Dimensions, in. (mm) A - Height r 1.5 (290)A - Heìght 11 ,5 (2e0) B - Width 9.5 (240)B - Width 9.5 (240) C - Depth 5.4 (135)C - Depth 5.4 (13s) Specifications Specifications Panel ralings 120U,3/4 hp (0.56 kW),144, single phase,60 Hz Panel ratìngs 120V,314 hp (0.56 kW,14A, single phase,60 Hz 1. Motor-startcontactor 16 FLA,1 hp (0.75 kW),60 Hz;2.5 million cycles. at FLA (10 million at 50% of FLA) 2. Circuit 120 V 10 A, 0FF/0N switch, Single pole breakers 3, Toggle switch Single-pole, double-throw HOA switch, 20 A 4. Audio alarm 95 dB at 24 in. (600 mm), warble-tone sound, UL Type 4X 5. Audio alarm 120 V, automatic reset, DIN rail mount silence relay 6. Visual alarm 7lf-in Q2-mm) diameter red lens, "Pushìo-silence," 1 20 V LED, UL Type 4X ContÍol panel, demand-dose Dual-mode Programmable for timed- or demand-dosing (digital timed-dosing panels only) 1 20 V repeat cycle from 0.05 seconds to 30 hours, Separate variable controls for OFF and 0N time periods 120-V programmable logic unit with built-in LCD screen and programming keys. Provides control functions and timing for panel operation 2. Motor-start contactor 16 FLA, t hp (0.75 kV\4,60 Hz;2,5 million cycles at FLA (10 million at 50% of FLA) 3. Circuìt breakers 120 V 10 A, 0FF/0N switch. Single pole 120 V 4. Toggle Switch Single-pole, double{hrow HOA switch, 20 A 5. Audio alarm 95 dB at 24 in. (600 mm), warble-tone sound, UL Type 4X 6. Visual alarm 7/9-in. Q2-nm) diameter red lens, "Pushìo-silence", 1 20 V LED, UL Type 4X Control panel, timed-dose (digitaltimer model shown) 1a, Analog timer (not shown) 1b. Digital timer (shown below) @ ffio ø lo .l .t .t IrrI. t.Ia I NTD-BPP.1 Rev. 1 .2, @ 08/1 4 Page 4 of 4 Orenco Systems@ lnc. , 814 Airway Ave., Sutherlin, 0R 97479 USA o 800-348-9843 ¡ 541 -459-4449 o www,orenco.com PF Series 4-inch (1 00-mm) Submersible Etfluent Pumps OfenCO Teeh:nical Data Sheet 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 engineered plastics; all are field- serviceable and repairable with common tools; and all 60-Hz PF Series models are CSA certified to the U.S. and Canadian safety standards for effluent pumps, meeting UL requirements. Orenco's Effluent Pumps are used in a variety of applications, including pressurized drainfields, packed bed filters, mounds, aerobic units, effluent inigation, 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 Motor 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* . 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 longterm 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 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 0r retrofit liquid end from date of manu- facture against defects in materials or workmanship - N1t appl¡cable for s-hp (3.73 kW m1dels Standard Models See specifications chaft, pages 2-3, for a list of standard pumps. For a complete list of available pumps, call 0renco. Product Gode DiagramtI Voltage, nameplatel 1 = 115- 200 = 2002=2301 4 =460 60 Hz 60 Hz 5 = single-phase 50 Hz PI l l = 20 (6) = 50 (15) Cord length, ft (m):+ Blank = 10(3) 2030 = 30 (e) 50 05 = lzhp(0.37) 10 = t hp(0,75) 20 = 2hp(1,50) 50 = 5hp(3,73) Horsepower (k\rV): 03=%hp(0.25) 07 = %hp(0.56) 15 = 1-Y, np | .1 30 = 3hp(2,24) Frequency: 1 = single-phase 3 = three-phase (1.0) (1.e) (4.7) 1) "@:. @ LF809AO LR2053A96 Powered by Fnanklin Electric Nominal flow, gpm (Usec): 10 = 10(0,6) 15 = 15 20 = 20 (1,3) 30 = 30 50 = 50 (3,2) 75 = 75 Pump, PF Series " 1/,-hp (0.37kW only t220 volts for 50 Hz pumps rNote: 2ojoot cords are ava¡lable only for single-phase pumps through 1 -% hp I# t g ¡ 0renco Systems@ lnc. ,814 Airway Ave., Sutherlin, 0R 97479 USA . 8ül-348-9843 . 541-459-4449 . www.orenco.com NTD-PU-PF-1 Reu.2.2,@ 09114 Page 1 of 6 OrenCO Technical Ðata Sheet Specifications, 60 Hz (g =lØÁto o o GÉ Etta t El 6' = o) o) aã =.E Ê E Et ûtJ o-'ãagE ËF CJ.vt=i5Ë Ø q, (¡, CL at ÊL E(Exñt = =ê EI IJ' 6=TF é) E.E o E o dt 6 Eå2= É¡6 aÉ 6- ÊLct) .!Ð E6V'ol\ o =oÉtol 2.c, ! â.- Pump Model PF1 0051 2 10 (0,6) 0.50 (0,37) 1 230 240 6.3 6.3 6 1 % in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF10053200 10 (0 6) 0.50 (0 37) 3 200 208 3 I 3.8 6 1 l/¿ in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF1007124'5 10 (0.6) 0.75 (0 56) 1 230 240 I3 8.3 8 1 /¿ in. GFP 25.9 (658) 17 (432) 30 (14) 300 PF100732004'5 10(0.6) 0.75(0.56) 3 200 208 51 5.2 I 1/¿inGFP 25.4(645) 17(432) 31 (14) 300 PF10101216 10(0.6) 1.00(0.75) 1 230 240 9.6 9.6 9 112¿in.GFP 27.9(709) 18(457) 33(i5) 100 PF10103200 t 6 10 (0.6) 1 .00 (0.75) 3 200 208 5.5 5.5 9 '1 % in. GFP 27.3 (693) 18 (457) 37 (17\ 300 PF102012 5'6'7'8 10 (0.6) 2.00 (1.49) 1 230 240 12j 12j 18 1 % in. SS 39.5 (1003) 22(555) 48(22) 100 PF1020325'6,8 10(0.6) 2.00(1.49) 3 230 240 7.5 7.6 18 1/¿in.SS 37.9(963) 20(508) 44(20]l 300 PF102032005'6,8 10(0.6) 2.00(1.49) 3 200 208 87 8.7 18 1%in.SS 37.9(963) 20(508) 44(201 300 PFl 5031 1 15 (1.0) 0.33 (0.25) 1 115 120 8.7 8.8 3 1 lzq in. GFP 19.5 (495) 15 (380) 23 (10) 300 PF1 5031 2 15 (1.0) 0.33 (0.25) I 230 240 4.4 4.5 3 1 l/¿ in. GFP 19.5 (495) 15 (380) 23 (10) 300 PF20051 1 20 (1.3) 0.50 (0.37) 1 115 120 12.3 12.5 4 1 lq tn. GFP 22.3 (566) 18 (457) 25 (11) 300 PF200512 20 (1 .3) 0.50 (0.37) 1 230 240 6.4 6.5 4 1 Yq in. GFP 22.5 (572) 18 (457) 26 (121 300 PF20053200 20 (1 .3) 0.50 (0.3i) 3 200 208 3.7 3,8 4 1 lq in. GFP 22.3 (566) 18 (457) 26 (12) 300 PF201012 4'5 20 (1 .3) 1 .00 (0.75) 1 230 240 10.5 10.5 7 1 lq in. GFP 28,4 (721) 20 (508) 33 (15) 1 00 PF20103200 4'5 20 (1 .3) 1 .00 (0,75) 3 200 208 5.8 5.9 7 1 /q in. GFP 27 .8 (706) 20 (508) 33 (1 5) 300 PF2015124'5 20 (1.3) 1.50 (1.11) 1 230 240 12.4 12.6 9 1 l/¿ in. GFP 340 (864) 24 (610) 41 (19) 100 PF201532004'5 20 (1,3) 1.50 ('1.11) 3 200 208 7.1 7.2 9 1 % in. GFP 30 7 (780) 20 (508) 35 (16) 300 PF30051 1 30 (1,9) 0.50 (0.37) I 115 120 1'1.8 11.8 3 1 % in. GFP 21.3 (541) 20 (508) 28 (13) 300 PF30051 2 30 (1 .9) 0.50 (0.37) 1 230 240 6.2 6.2 3 1 /¿ in, GFP 21.3 (5411 20 (508) 25 (11) 300 PF30053200 30 (1.9) 0.50 (0.37) 3 200 208 3.6 3.6 3 1 1z¿ in GFP 21.3 (541) 20 (508) 25 (11) 300 30 (1 ,9) 0.75 (0.56) 1 230 240 8.5 8,5 5 1 lq in. GFP 24.8 (630) 21 (533) 29 (13) 300PF300712 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 PF3010'124 30(1.9) 1.00(0.75) 1 230 240 10.4 10.4 6 1%in.GFP 270(686) 22(559) 32(15) 100 PF301032004 30(1.9) 1.00(0.75) 3 200 208 5.8 5.8 6 1ll¿in,GFP 26,4(6711 22(559) 33(15) 300 PF3015124,5 30(1.9) 1.50(1.11) 1 230 240 12.6 12.6 8 11l¿in GFP s2.8(833) 24(610) 40(18) 100 pF301532004,5 30(j.9) j.SO(j.11) 3 200 208 6.9 6.9 B 1ll¿in.GFP 29,8(7571 22(559) 34(15) 300 PF3015344,5 30(1.9) 1.50(1.11) 3 460 480 2.8 2.8 8 1ll¿in.GFP 29.5(685) 22(559) 34(15) 300 Pt3020125'6'7 30 (1 ,9) 2.00 (1 .49) 1 230 240 11 .0 11 0 10 '1 /¿ in. SS 35.5 (902) 26 (660) 44 (201 100 PF30203200tô 30(1,9) 2.00(1.49) 3 200 208 9.3 93 10 1%in.SS 34.0(864) 24(610) 41 (19) 300 PF303012 5,6'7'8 30 (1.9) 3,00 (2,23) 1 230 240 16.8 16.8 14 1 /¿ in. SS 44.5 (1130) 33 (838) 54124) 100 PF303032 5,6,8 30 (1,9) 300 (2.23) 3 230 240 10.0 10,1 14 1 % in. SS 44.3(1125J 27 (686) 52(24) 300 PF305012 5'6,7'8 30 (1.9) 5.00 (3,73) 1 230 240 25,6 25.8 23 1 /¿ in. SS 66.5 (1689) 53 (1346) 82(37) 100 PF305032 5,6'8 30 (1.9) 5 00 (3,73) 3 230 240 16.6 16,6 23 1 /¿ in. SS 60.8 (1544) 48 (1219) 66 (30) 300 PF30503200 5' 6' I 30 (1 ,9) 5,00 (3.73) 3 200 208 18.7 18.7 23 '1 /¿ in. SS 60.8 (1 544) 48 (1219) 66 (30) 300 50 (3,2) 0.50 (0.37) 1 115 120 12J 12.1 2 2 in. SS 20.3 (516) 24 (610) 27 (12) 300PF50051 1 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 (12) 300 PF500532 50 (3.2) 0.50 (0.37) 3 230 240 3.0 3.0 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 50 (3,2) 0.50 (0.37) 3 460 480 1 .5 1 .5 2 2 in. SS 20.3 (51 6) 24 (61 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 PF500712 50 (3,2) 0.75 (0.56) 1 230 240 8,5 8,5 3 2 in. SS 23.7 (602) 25 (635) 31 (14) 300 PF500732 50 (3 2) 0.75 (0 56) 3 230 240 3.9 3 I 3 2 in. SS 23.7 (6021 25 (635) 32 (15) 300 PF50073200 50 (3,2) 0.75 (0 56) 3 200 208 4.9 4,9 3 2 in. SS 23j (587) 26 (660) 32 (15) 300 NTD-PU-PT-1 Rev.2.2, @ 09/14 Page 2 ot 6 Orenco Systemso lnc. , 814 Airway Ave., Sutherlin, 0R 97479 USA . 800-348-9843 . 541 -459-4449 o www.orenco.com Technical Data Sheet OrenCO Specifications, 60 Hz (continued)fg!t Øé, (.: o!té¡ 6 cÉ, ctt.Y lt EEt 6) = o¡ 6¡ =.ET E Êvst E E E) 6) (l)-.¡l:ø¡ -gsþKE ur=i5k 6 q) €,EL v,e G'x(g = =o et u,ø=TE ÊLEl .s¡, ìúØato\r Ë= ËË* o,¡tr s¡ı (É (J Pump Model PF500734 50 (3.2) 0.75 (0.56) 3 460 480 1.8 1.8 3 2 in. SS 34,8 (884) 25 300 PF501 01 2 50 (3,2) 1.oo (0,75)1 230 240 10.1 10.1 4 2 in. SS 27,0 (686) 26 (660) 35 (16) 100 PF50103200 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 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 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) 41 (19) 100 PF501532004 50 (3.2) 1 ,50 (1.11)3 200 208 7.0 7.0 5 2 in. SS 29.3 (744) 26 (660) 35 (16) 300 PF503012 4,5,7,8 50 (3.2) 3.00 (2.23)1 230 240 17.7 17.7 B 2 in. SS 43.0 (1092) 37 (940) 55 (25) 100 PF50303200 4'5'B 50 (3.2)3.00 (2.23) 3 200 208 13.1 13.1 B 2 in SS 43,4 (1102) 30 (762) 55 (25) 300 pFs03034 4'5'8 50 (3.2) 3.00 (2.23) 3 460 480 5.3 5.3 I 2 in. SS 40,0 (1016) 31 (787) 55 (25) 300 pF505012 5'6,7'8 50 (3.2) 5.00 (3.73)1 230 240 26.2 26.4 13 2 in. SS 65.4 (1661) 55 (1397) 64 (29) 300 PF505032 5'6,7'8 50 (3.2) 5.00 (3.73)3 230 240 1 6.5 1 6.5 13 2 in. SS 59.3 (1506) 49 (1245) 64 (29) 300 PF751012 756.n 1.00 (0.75) 1 230 240 9.9 10.0 3 2 in. SS 27,0 (686) 27 (686) 34 (15) 100 Pt751512 75Ø,n 1 .50 (1 1 1) 1 230 240 12j 12.3 4 2 in, SS 33.4 (848) 30 (762) 44 (20) 1 00 Specifications, 50 Hz Model 0.50 (0.37) 1 220 4.1 6 1 l/¿ in. GFP 23.0 7 300 PFl00752 4'5 10 (0.6) 0.75 (0.56)1 220 230 6.2 6.2 I 1lqin.GFP 26.8 (658) 17 (432) 30 (14) 300 PF101552 x6 10 (0,6) 1.50 (1.11)1 220 230 10.5 11.4 18 1 /¿ in. SS 39.5 (1003) 22it5591 46 (21) 300 PF300552 30 (1.e)0.50 (0.37) 1 220 230 4.1 4.1 4 1 lq in. GFP 225 (572\ 1 I (483) 26 (12) 300 PF300752 30 (1.9) 0 75 (0.56)1 220 230 6.1 6.1 5 1 l/¿ in. GFP 24.8 (630) 19 (483) 29 (13) 300 PF301 052 30 (1.9) 1,00 (0.75)1 220 230 7 .4 7 .4 7 1 Yq in. GFP 28.4 (t21) 20 (508) 32 (1 5) 1 00 PF3015524,5 30(1.9) 1,50(1.11)1 220 230 9.3 9.3 8 1 l/¿ in, GFP 35.4 (899) 24 (610) 40 (18) 100 PF500552 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) 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) 1.00 (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 (1.11)1 220 230 9,1 9.1 5 2 in. SS 32.5 (826) 30 (762) 42 (19) 100 PF751 052 Distr¡but1r ab\ut f¡ttings to connect h\se and valve assenbl¡es t0 netilc-s¡zed p¡p¡ng. )renco for more ¡nfornat¡on. 3 Weight ¡ncludes cart1n and 10-ft (3-m) c1rd. 4 High-pressurc discharge assenbly required. 5 D0 not use cam-l\c| 1pti1n (q 0n discharge assenbly. 6 Custon discharge assembly requ¡red for these punps. C1ntact orenco. 7 Capac¡tor pack (s1ld separately or instatled ¡n a cust1m c,ntr1l panel) requited for th¡s pump. C1ntact qrenc1. 8 T1rque l1cks are available Íu all pumps, and are supplied with s-hp and ,-hp punry' NTD-PU.PF-1 Reu.2,2, @ 09114 Page 3 of 6 75 (3,2) 1.00 (0 75)1 220 230 7.3 7.3 4 2 in. SS 30.0 (762) 27 (6861 34 (15) 100 grenco Systemso lnc. , 814 Airway Ave., Sutherlin, 0R 97479 USA . 800-348-9843 o 541 -459-4¡149 . www.orenco'com Tech,nical Data SheetOrenco Materials of Gonstruction Discharge Glass-filled polypropylene or stainless steel Dischargebearing Engineeredthermoplastic(PEE|() Diffusers GlassJilled PPO (Noryl GFN3) lmpellers Celcon@ acetal copolymer on 10-, 20, and 30-gpm models; 50-gpm impellers are Noryl GFN3 lntake screen Polypropylene Suctionconnection Stainlesssteel Drive shaft 7/1 6 inch hexagonal stainless steel, 300 series Coupling Sintered stainless steel, 300 series Shell Stainless steel, 300 series Motor Franklin motor exterior constructed of stainless steel. Motor filled with deionized water and propylene glycol for constant lubrication. Hermetically sealed motor housing ensures moisture{ree windings. All thrust absorbed by Kingsbury-type thrust bearing. Rated for continuous duty. Single- phase motors and 200 and 230 V 3-phase motors equipped with surge arrestors for added security. Single-phase motors through 1 .5 hp (1.11 kW) have buillin thermal overload protection, which trips aT203-221' F (95-105' C). Using a Pump Gurve A pump curue helps you determine the best pump for your system, Pump curves show the relationship belween flow (gpm or Usec) and pressure (total dynamic head, or TDH), providing a graphical representation of a pump's optimal peÍormance 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 solld 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 acì s5 È Gq¡s(¡ G\È' (È .a 800 700 o . (¡¡ È 600 R boo È E +oos(l $ soo \ : 2oo(E .a 100 "-'::... lÞFto2o PFl0 Series, 60 Hz,0.5 - 2.0 hp \ I l \i PF'r 007 PF1005 rr¡rr,rt;l 'È -l-. .'.';.'.-È\ ->s.... PF1005-tC wllh"llow controller \ Flow in gallons per minute (gpm) 0246810121416 36912151821 Flow in gallons per minute (gpn) 160 140 120 r00 80 60 40 20 0 0 24 PFl5 Series,60 Hz,0.3 hp PFî503 "..i.... I \., NTD.PU.PF.1 Reu.2.2,@W114 Page 4 ot 6 Orenco Systems@ lnc, , 814 Airway Ave., Sutherlin, 0R 97479 USA . 800-348-9843 . 541 -459-4449 . www.orenco.com i PF30 Series,60 H2,0.5 - 5.0 hp PF3015 ''.'..... PF30t0 ",- l PF3007 PF3005 \ò ¡\.- 60 Hz Models (continued) 900 800 oqt\ 700 È ooo\¡l\ ì 500 ost¡ 400 (Es 300È s 200 .G 100 400 350 o(u c 300 F 2bo È .Ee 200 (¡ E 150 : roo(E .è 50 100 90 (¡¡e80 =70st60È(Es50 a'È 40 EÈ30 ¡:l 1^,È Lv 10 450 400 a* ¡so È sooa È 250G(¡¡t 2oo'È E lbo\È ì roo .a 50 0 0 0 0510152025303540 051015202530354045 Flow in gallons per minute (gpm) 0 r0 20 30 40 50 60 70 80 90 100 Flow in gallons per minute (gpm) Flow in gallons per minute (gpm) 0r02030405060708090 Flow in gallons per minute (gpm) 0 l PF20 Series,60 Hz, 0.5 - L5 hp PF2015 "'i.,,.. I PF2010 i '..''.j"... PF75 Series,60 Hz, 1.0 - 1.5 hp I ! \- I PF50 Sedes, 60 H2,0.5 - 5.0 hp .L "'ì.,, I . !.. lÞFso( "'l'1- Qrenco Systems@ lnc, ,814 A¡rway Ave., Sutherl¡n,0R 97479 USA . 800-348-9843 ¡ 541-¡159-4449 . wwlv,orenco.com NTD-PU-PF.1 Rev.2.2, @ 09/14 Page 5 of 6 5(l H2,0,37 - 1,t1 kW I l 00552 PFl005-tc w/6mmflow controller Pump Gurves, 50 Hz Models 32s.S a 262 Ë a rsz tÈGoÊ (l 131 'È G\È ss* '100 Qqt o¡ .s 80 Èo ìooq¡Ê(¡'= S¿o\È' .È Ê 20 525 -s +ss S ss+ $ sza È R zoz !(¡)s rgz'3 G rsr È G .Ê66È Flow in gallons per minute (gpm), nominal63 13 19 25 32 PF30 Series, 50 Hz, 0.37 - 1.fl kW I . \ 0.4 0.8 1.2 1.6 2.0 FIow in liters per second (Usec) 2.4 Flow in gallons per minute (gpm), nominal10 19 29 38 48 51 67 76 86 120 30 Flow in gallons per minute (gpn), nominal1.6 3.2 4.8 63 7.9 9.5 r 1 13 0.1 0.2 0.3 0.4 0.5 0.6 0.7 Flow in liters per second (Usec) 1 ee1$ È È\.rÈ(! (l)s (l ÈG\È (È Ê 60 40 20 00 80 60 40 20 180 45 0 000.8 0,9 4.5 89- G zsl 6eËq¡ 59: a¿stÈ rÈ ^^ q)JYS (¡ s0È\zoìG Ê 27 v, È24 P cll Ê18 915s 'S rz G \oÈ G.o6 G a QJ -Cr =s G(¡¡È (l G\È (È .G PF75 Series,50 H2,0.75 kW i t I I t5 SB 82 66 49 33 I6 Flow in gallons per minute (gpm), nominal7.9 16 24 32 40 48 56 63 1,0 1.5 z0 2.5 3.0 3.5 4.0 Flow in liters per second (Usec) 40 e(¡) ^-E"t 'S so È -25È|Èq¡q20 (.¡ Ers\È Slo.è 3 0 5 1.2 1.8 2.4 3.0 3.6 4.2 4.8 54 6.0 FIow in liters per second (Usec) 0.60.50 PF50 Series,50 H2,0.37 - 1.11 kW "!',ri. "'.1.. ,'..r\, \I NTD-PU.PF-I Rev.2.2, @ 09/14 Page 6 of 6 orenco Systems@ !nc. , 814 Airway Ave., Sulherlin, 0R 97479 USA . 800-348-9843 r 541 -459-4449 o www.orenco.com Item # DT Tank Deadman (Antl Buoyaney) _241'_ Top View ,L o #4 Rebar Lifting Eyeo 6000 psi concreteo 600 lbso Cable is not provided Section View 1 I ?I 23w_ Suggested lnstallation : Two fu'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. O¡üotrl HSon Á .¡'.1; '..' .ú t :. .!;r " ... .6 "! I VALLEY PRTCASI, Water & Wa$ouabr ¡ $Etems o PrcducilE InG. ¡ Serulce ørgt æs€zot 2tËcoru'fl7 P.O.Bqæs Fu: fl19) wr7 B,ua\ftb'æo12,¡¡ Weö¡lb: wrrw.vallq¡pmd.æm Ermll: fonËæf@A¡eyeteætotn 1:J I a Orifice Shields o Applications Orenco@ Orifice Shields are used in a pressurized distribution system to protect the orifices from backfill debris that might cause orifice blockage. - 0rifice shield installed on lateral pipe, standard configuration Shield 0rifice Cutaway view, standard configuration 0rifice Shield Cutaway viery cold weather configuration 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 patent # 5,360,556. Standard Models 0s075, 0s1 00, 0s1 25, 0s1 50, 0s200 Product Code Diagram 0s 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 Construct¡on PVC perASTM D-1784 Physical Specifications Model ,/ \ Shield 0.D. in. (mm) Lateral pipe 0.0. in. (mm) 0s075 3 5 (8e)1.05 (27) 0s1 00 3.5 (8e)1.3i 5 (33) 0s1 25 3,5 (8e)1.66 (42) 0s1 50 4.5 (114)1,90 (48) 0s200 4.5 (1r 4)2.375 (60) I -.l 0renco Systems@ |nc.,814 Airway Ave,, Sutherlin,0R 97479 USA . 800-348-9&43 . 541-459-4¡f49 . wwworenco.com NTD-SF-0S-1 Rev. 1 .1, @ 09/1 4 Page 1 of 1 Item# SEK.Orenco@ Flushing Assemblies Flushinq Assemblies Orenco@ flushing assemblies provide easy access for lateral maintenance. Flushing assembly kits include a PVC sweep with ball valve and a polyethylene valve box enclosure. Orenco@ flushing assemblies are available in the following sizes:. l" diametero 1.25" diametero 1.5" diameter. 2" diameter Valve Boxes Orenco@ valve boxes are used to provide access to flushing assemblies. Constructed of polyethylene. Valve Box, 7-in. diameter round enclosure Note: Kits include VB7 valve box enclosure *._, * € UATTEY PRECAST,nc. Water & Wastewater. Systems. Products ¡ Service (7ts) sss-Gzll |:j:ffiintY Road 317 Fax: (7Lg) 395-3727 Buena Vista' co 81211 Website: http://valleyprecast.com/ Email: frontdesk@valleyprecast.com G Garfield Gounty Land Explorer GarJield County Garfield Gounty, Colorado 1 inch = 188 feet l inch = 0.04 miles 0 0.025 _*=. 0.1Miles0.05 Garfield County Land Explorer Printed by Web User GârfÍeld county colorado Gâ rfiê ld Cou nty colomdow,garf ield-county.com Dlsclalmer This is a rompllatlon ofrê@rd5 å5 th€yapp€ar ¡n lho cârfe¡d øunty Otfi6s ån6d¡E th€ ar6a shMn. lhis dr.wlnf is b beused onlyfq.afeEmêpurp6êsand th€ 6unty¡s nd respfflblê for åny inâæurac¡€! hrc¡n6nblmd. @ co pyright Garfie ld cou nty, colorado I A ll R ights Reserved pilnledt 3l7o /2o\g ât 3:30:26 pM