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Home My WebLink AboutOWTS Design Plans 05.06.202133 FOURWHEEL DRIVE ROAD CARBoNDALE, CO 41623 970.309.5259 CARLA. oSTBERG@GMAI L. COM l* I :iÍt'L" Í C C: ú lrf t- l.-1 f-'f I ¡í C; May 6,2021 Project No. C1613 Whitney Erickson Wh itney. erickson (ôcox. net Onsite Wastewater Treatment System Design 2-Bedroom Residence (+ 2 Future Bedrooms) 51 Sopris Avenue Garfield County, Colorado Whitney, CBO lnc. has completed an onsite wastewater treatment system (OWTS) design for the subject resídence. The 18,1 12 square foot property is located outside of Carbondale in an area where OWTSs are necessary. Legal Description: Section: 28 Township: 7 Range: 88 Subdivision: GOOPERTON TWNSTE. Block: 13 Lot: 1 THRU:- Lot:4 & B Parcel lÐ: 2393-283-1 3-014 SITE CONDITIONS A residence presently exists and is utilizing an existing OWTS. The existing OV1||S consists of a 1000- gallon, 2-compartment septic tank followed by a gravelless chamber bed. Garfield CounÇ lndividual Sewage Disposal System Permit 3980 documents this system. The system was sized to accommodate a 2-bedroom residence. The permit received final approval on July 16,2004. The existing OWTS is experiencing slow draining and there is a desire to upgrade the system. The residence is served by a community water system. No water line will come within 25-feet of any OWTS component. The OWTS components will be replaced in the same approximate location as the existing components. The proposed soil treatment area (STA) will be located north of the exiting driveway and is relatively flat. There should be no traffic or staging of material over the future STA site to avoid compaction of soils prior to construction of the STA. SUBSURFACE Prior to construction of the STA, an 8-foot deep test pit must be excavated in the approximate area (but adjacent to) the proposed STA. This office and Garfield County Environmental Health Department must be contacted for verification of soils. Page2 Soils in the Satank area are typically consistent with soils ranging from Soil Type R-0 (Soil Type 1 with more than 35% rock) to SoilType 2 (Sandy Loam, Loam, Silt Loam). The proposed design is an over-excavated, unlined sand filter with a minimum of 3-feet of Secondary Sand Filter material. This design covers the range of soil types described without affecting the sizing criteria. A long term acceptance rate (LTAR) of 0.8 gallons per square foot will be used to design the STA. lf soils are different than those assumed, the design criteria is subject to change. DES¡GN SPECIFICATIONS The existing septic tank and STA will be abandoned in place. The septic tank must be pumped, sides, top, and bottom collapsed, and the remaining void filled with on-site soils. The STA will be abandoned in place. lf contaminated soils are encountered during excavation of the new STA, they must be removed and staged for drying prior to disposal. Desiqn Calculations: AverageDesignFlow=TSGPDx2peopleibedroomx3Bedrooms+75GPD14tt'Bedroom)=525GPD LTAR = 0.8 GPD/SF 525 GPD / 0.8 GPD/SF = 656.25 SF Over-excavated, unlined sand filter 12'x 55' The is a desire to expand the OWTS for future bedrooms. The new OWTS design is based on 4- bedrooms. An average daily wastewater flow of 525 GPD will be used. For the purposes of this OWTS design, Benchmark Elevation 100' has been established as the sewer line exiting the residence. CBO lnc. should be notified of any discrepancies or problems with grade elevations of proposed components during installation of the OWTS. *Elevations are based upon standard OWTS installation practices. Component elevations may change during installation due to site conditions. The exiting sewer line must be replaced with a new 4-inch diameter SDR-35 sewer line with a double- sweep clean out and a minimum 2o/o grade to the septic tank. The system installation will include a 1S00-gallon, two-compartment concrete septic tank with an Orenco@ Biotube Pump Vault and an Orenco@ PF3005 pump in the second compartment of the septic tank. The floats should be set to dose approximately 60 gallons each pump cycle, allowing approximately I gallons of drain back after each pump cycle. A pump curve is enclosed. 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. OWTS Gomponent Minimum Elevation Primary Tank lnlet lnvert Approximate horizontal distance 18' / min. 2% tall to septic tank / min. 4.5" fall Automatic Distributing Valve Approximate horizontal distance 5' / min. 1% rise for drain back / min. 0.625 rise lnfiltrative Surface Approximate horizontal distance 18' / min. 1% fall to manifolds / min. 2.25" lall Page 3 Pu Table Effluent will be pumped through a 1 .S-inch diameter pump line from the pump chamber to an Orenco@ automatic distributing valve (ADV), model 6402. This pump line must have a minimum 1Yo grade for proper drain back into the tank after each pump cycle. The ADV must be placed a high point in the system and be placed in an insulated riser with access from grade. Screened rock must be placed below the ADV to support the ADV and to assure the clear pipes exiting the ADV remain visible forfuture inspection and maintenance. Effluent will be pressure dosed through two 1.S-inch diameter distribution lines to two zones, each with three 26' long laterals connected with a level manifold. The bed will consist of an over-excavated 12' x 55' bed footprint with a minimum of 3-feet of sand filter material installed in the over-excavated footprint. Sand fìlter 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 submitted to this office prior to obtaining the sand. 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 a21/rinch screen and must be retained on a3/¿-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 2-feel on center. Laterals will begin 2-feelfrom the edges of the sand filter with 4-feet of separation between the middle 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. COMPONENT SPECIFICATIONS The component manufacturers are typical of applications used by contractors and engineers in this area. GBO lnc. must approve alternative components prior to installation of the OWTS. Requests must be submitted, in writing, to our office for approval prior to installation. Component technical data sheets are available upon request. Dose Range Max = 132 gal. (525 GPD x25o/o + 0.5 qal drain back) Min. 45 gal. (11 gal x 4) + 0.5 gal drain back Dose Setting 60 gallons/dose 0.5 gallons drain back (5' / 1.5" diameter pump line) Float Separation 1500 gallon 2-compartmet Valley Precast concrete septic tank 6" on/off float separation Pump Criteria 28.4 gallons per minute (GPM)21.4fieet total dynamic head (TDH) COMPONENT MANUFACTURER MODEL NO.COMMENTS Septic Tank Valley Precast Item # 1500T-2CP-HH 2-compartment concrete septic tank with high head oump Pump Orenco@ PF300511 %HP 120 Volt Biotube ProPak Pump Packaoe Orenco@ BPP3ODD Vault, Filter, Control Panel ldemand dose) Tank Risers and Líds Orenco@ Double-walled PVC Risers and Lids (24" diameter) ADV Orenco@ v6402F.1.5" lnlet and Outlets Page 4 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. INSTALLATION CONTRACTOR CBO lnc. expects that the installer be experienced and qualified to perform the scope of work outlined in this design. The installer must review this design thoroughly and coordinate with our office in advance of installation. Any additional conditions in this design or county permit must be completed and documented prior to final approval of the OWTS installation. Communication between the installer and this office is expected throughout the installation. INSTALLATION OBSERVATIONS CBO Inc. 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. CBO lnc. should be notified 48 hours in advance to observe the installation. ln an effort to improve the accuracy of the record drawing, we request that the installer provide a sketch of the installation, including path of the sewer lines, water line installation (if applicable), septic tank location, STA location, and measurements from building corners or another fixed objects on the property. This sketch is most easily provided on Sheet W2.0 of the OWTS Design Packet. Photographs of the installation and final cover are also requested to supplement our installation documentation. 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 inigation 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 AN D MAINTENANCE The property owner shall be responsible for the operation and maintenance of each OWTS servicing the property. The property owner is responsible for maintaining service contracts for manufactured units, alternating STAs, and any other components needing maintenance. Geo-fabrics or plastics should not be used over the STA. No heavy equipment, machinery, or materials should be placed on the backfilled STA. Machines with tracks (not wheels) should be used during construction of the STA for better weight distribution. 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, ADV Riser and L¡d Orenco@ Double-walled PVC Risers and Lids (30" diameter) Orifice Shields Orenco@ os150 1.5 inch diameter (72total\ Flushing Assembly Orenco@ 1.5" diameter (2) 45" or 90" long sweep only (6 total) Page 5 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 excessívely 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. LIMITS: The design is based on information submitted. lf soil conditions encountered are different from conditions described in report, CBO lnc. should be notified. All OWTS construction must be according to the county regulations. Requirements not specified in this report must follow applicable county regulations. The contractor should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Licensing of Systems Contractors may be required by county regulation. Please call with questions. Sincerely, CBO lnc.Reviewed By: tør"(.æ üsrb*E Carla Ostberg, MPH, REHS Romeo A. Baylosis, PE h Ét. ¡.i 38S23 5-12-202Í CBO lnc.33 Four Wheel Drive RoadCarbondale, Colorado 8'1623Phone 970.309.5259carla.ostberg@gmail.comNSOPRIS AVENUEffiSCALE: '1 = 30'=0't-u¡IJJÉ.l-Øul=o-SHEDDRIVEWAYCARPORT TO BEREMOVED\---+R.PERTY L'NEGARAGEDRAWINGS MUST BE USED INCONJUNCTION WITH OESIGNLETTER DATED O5IOil2O21THE LOCATION OF PROPOSED IMPROVEMENTS SHOWN ARE NOT THE RESULT OF A PROPERTY SURVEY. THE LOCATIONSARE APPROXIMATE. IT IS THE HOMEOWNERS' DUTY TO ENSURE ALL CONSTRUCTION AND IMPROVEMENT LOCATIONS AREACCURATE, PROPERTY LINES AND SETBACK DISTANCES SHOULD BE CONFIRMED PRIOR TO EXCAVATION. SCALED FORPRINTING ON 11" X 17" PAPER.oo4.BEDROOMRESIDENCEooErickson Residence51 Sopris AvenueGarfi eld County, ColorâdoProiec{ Number: C1613Dale: 0510612021DesignedRev¡ewedDrawn by:by: CBOby: RBDDw1 .0Sheet 'l 0F 4 CBO lnc.33 Four Wheel Drive RoadCarbondale, Cdomdo 81623Phone 970.309.5259carla.ostberg@gmail.æmooWITH4-BEDROOMRESIDENCEoo20'DRIVEWAY1SOPRIS AVENUE!zmrn{vmmN1sOO-GALLON 2.COMPARTMENT CONCRETE SEPTIC TANK WITH ANORENCO PUMP PACKAGE IN THE SECOND COMPARTMENT,RISERS AND LIDS TO GRADET-------Mmrtltiß¡wt IISCALE: 1" = 20L0'1.5' DIA SCH-40 PUMP LINE.(MIN I% DRAIN BACK TO TANK)ttNEW 4' DIA SDR.35 SEWERDOUBLE-SWEEPMIN 2% FALL TO TANKADV MODEL 6402 AT HIGH POINTFLUSHING VALVE ATEND OF EACH LATERALINSPECTION PORTS ATCORNERS BEDMINEXISTING TANKBE ABANDONEDEXISTING STATO1.5' DIA SCH.4O LEVEL MANIFOLDIBE ABANDONED (LOCATTONAPPROXIMATED)LINE1.5' DIA SCH-40 PVC LATERAISw 5/32" OR|F|CESFACTNG DOì /N, Z O.C.12' x 55' PRESSURE DOSED, OVER-EXCAVATËD, UNLINEDSAND FILTER (MIN. 3'ASTM C.33 CONCRETE SAND) WTHTWO ZONES, EACH WITHTHREE ,1.5'DIA SCH4O PVC LATERALS.Erickson Residence51 Sopris AvenueGarfield County, ColoradoPncjectNumber: C1613Date: 05/06/2021DesignedRev¡ewedby: CBOby: RBDrawnby: DDw2.0Sheet 2 0F 4 CBO lnc.33 Four Wheel Drive RoadCarbondale, Colorado 81623Phone 970.309.5259carla.ostberg@gmail.com4',1 .5' DIA SCH4O PVC PUMP LINEFROM TANK (MIN. f % DRAJNBACK TO PUMP CHAMBER),I2' x 55. PRESSURE DOSED UNLINED SAÍ\¡DFTLIER (MrN. 3, ASTM C-33 CONCRETE SAND)WTH TWO ZONES, EACH WIÎH THREE 1.5'AOV MODEL 6402 AT HIGHPOINT, ACCESS¡BI.E A1GRADEDIA SCH4O PVC LATERALS WÍTH I3Z DIAoRtFtcEs (wTH oRtFtcE SH|ELDS) FACTNGDOWN AT 2'O.C.'1.5'DlASCH.40 PVCDISÎRIBUTION LINE TO ÊACHBEOSLIP-ON PVCDO NOT GLUÉINSULATEDÊND EACH LATEPÁL IN A 90"TRACERWREFINISHED GRADÊSWEEPING ELL FACING UP WITH ABALL VALVE IN A VALVE BOXACCESSIBLEATGRADE ,I4'DIASEWER LINE_i,LINSPECTION PORTAT EACHCORNER OF BÊDTO TANK1.5'DIA SCH4O LEVEL ÍVIANIFOLDSASAND FILIER PLAN\,|-...-TÌffi/iCLEAN OUT DEÎAIL\9'-ffiffi1.5'DrA SCH40 PVCFLUSHING VALVESINSPECTION PORTAT EACHCORNERWTH 5/32'DIA ORIFICES FACINGDOWN AT 2' O.C. INSTALL ORIFICÊSHIELDS ON EACH ORIFICEFABRICSPRINKLERVALVEBOX AT GRADEON GRAVELSLIPON PVCDO NOT GLUEFINISHED GRADÊFILTER MEDIA4" DIAMIN. 6-INCHES UNDER LATERALSMIN, 2]NCHES OVER LA'IERALSINSPECTION PIPEÊFEflW SøE -0.15 -0.6 mUNFOMN1/4'DIA HOLE DRILLEDINTO TWO SIDES OF PIPEFOR VENTILATION(BELOW SL|P ON CAP)STA FILMEDIAASAND FIL]ER SECTION\9r-rı116æ1'l10'-HtN.FILTERErickson Residence51 Sopris AvenueGarfield County, Colo€doProjec{Number: C1613lDate: 05/06/2021loesiqneo ¡y: ceolReviewed by: RBlDrawn by: DDw3.0Sheet 3 0F 4 CBO lnc.33 Fourwheel Drive RoadCarbondale, Colorado 8'1623Phone 970.309.5259carla.ostberg@gmail.comDESIGN4-BEDROOM RESIDENCESTA TO WATER COURSE50'N/ASTATO WELL100'N/ASTA TO HOUSÊ20'SEPTIC TANK TO WATER COURSE50'N/ASEPTIC TANK TO WELL50'N/AHOUSE TO SEPTIC TANK6',OWTS COMPONENTS ANDPHYS¡CAL FEATURESMINIMUM REQUIREDSETBACKAPPROXIMAÎE PROPOSEDSÉTBACK75 GPD X 2 PERSONS/BEDROOM x 3 BEOROOMS + 75 GPD (4th BEOROOM).WASTEWATÊR FLOW = s2s cPDTANK:MIN. ,I250 GALLONSUSE 1sOO-GALLON, TWO.COMPARTMENT CONCRETE SEPTIC TANKWITHPUMPING SYSTEM IN 2ND COMPSOIL TREATMÊNT AREA (STA):LONG TERM ACCEPTANCE RATE (LTAR) = 0.8 cAU SFCALCULATED STA = CYLTAR = 525 / 0.8 = 657 SFPRESSURE DOSED. OVER.EXCAVATED, UNLINED SAND FILTER12'X55'10'DIAVALVE BOXWITH SECURED LIDFINISHED GRADEI.5'PVC SLIP X MALEPIPE THREADADAPTERW/CAP24" MtN.I.5'DIA BALLVALVE4" DIA SDRAS SEWER(MrN 2olo SLOPE TO TANK)1.5" DtA SCH-40 PVCLONG SWEEP 90'ELBOWSCREËNEDOR SAND FORBEDDING3'MtN.INSTALL FLUSHINGVALVE ECCENTRIC TOCENTER OF VALVE BOXMEDIA1.5" DtA SCH-40 PVCLATÊRAL8'MtN./I TRENCH DETAIL\3/--rı'rffieæAFLUSHING VALVE DETAIL\!r---'-ratræErickson Residence51 Sopris AvenueGarfi eld County, ColoradoPro¡ectNumber: C1613Date:. 051061202'lDesignedReviewedDrawn by:by: CBOby: RBDDw4.0Sheet 4 0F 4 Pump Selection for a Pressurized System - Single Family Residence Project 51 SoprisAve Parameters D¡scharge Assembly Siz€ TEnsport Longth B€fore Valve TEnsport Pipe Class Tmnsport Line S¡z€ Distributing Valve Mod€l TEnsport Length After Valve TEnsport Pip€ Class lEnsporl Pip€ Sìze l\râx Elevation Lift l\ranilold Length Manifold Pips Class Manifold P¡pe S¡ze Numberof Lalerals per C6ll LateEl Length Lat€El Pip€ Class Lateml Pipe Size Oifice Size Orifice Spacing R€sidual Head Flow l\¡eter 300 250 200 Galculatlons ¡rinlmum Flow Rate per orjfice Numbôr of Orifice8 pôr Zone Total Flow Rate per Zone Numborof Latêrals pe¡ Zone % Flow Diflerent¡al lsüLast Or¡fìcê TEnsport Velocity Before Valve TEnsport Voloc¡ty Aft€r Valve 150 Frlctlonal Head Losses 100 1.25 incfies 5 feel 40 '1.50 inches 6402 18 feet 40 1,50 inches 3 feet I fôet 40 1,50 in€hes 26 feet 40 1.50 inches 5132 ¡nches 2 feet 5 f6et None ¡n.hes 0 f6et 4!¡ Etl ,tlt- r! {¡¡:Eg H }irE ü! .ËÉ fps þs 0.68 42 28.4 3 0.5 4.5 4.5 gpm gpm Loss ihrcugh Discharge Loss in TEnsport Before Valve Loss thrcugh Valve Loss in TEnsport aftêrValv6 Loss in Manifold Loss in Lalôrala Loss lhrcugh Flowmeter 'Add.on' F¡iction Losses Pipe Volumes fe€t fôet feet fset feet f€6t feet feet 5.7 0.2 6.5 0.9 0.'l 0.1 0.0 0.0 50 Vol ofTransport L¡ns Before Vaìvs Vol ofTEnsport Lin€ Afte. Valve Vol ol ¡ranifold Vol of Latorals perZono Total Vol Before Valve Total Vol After Valve Mlnlmum Pump Requlrements 100 0.5 1.9 0.8 8.2 0.5 10.9 gals gals gals gals gals gals 0 15 Design Flow Rate Total Dynamic Hsad 28.4 21.4 gpm PF3005 High H€ad Effuenl Pump 30 GPM, 1/2HP 115123oV 1ø 6OHz- 2O0V 3ø 60Hz PF3007 High Head Effuent Pump 30 GPM, 3/4HP 23oV 1ø 6OHz- 2Ool460V 3ø 60Hz PF30l0 H¡gh Head Effruent Pump 30 GPM,,IHP 230V 1ø 6OHz,2OO|460V 3ø 60Hz PF3015 H¡gh Head Effuent Pump 30 GP¡r, 1-ll2HP 23OV 1ø 60B1 2OOl230l460V 3ø 60Hz 20 25 30 35 40 Net Discharge (gpm) Legend Pump;gurvo: Pump Optima¡3ange: operariffiPoint: oesiftoint: feel PumpData I I \ 1 I tt d rØ dt ïq1,,/ E/" vI t"C f Or,.* , GARFIELD COUHTY BUILDII{ü åT¡D gAilTNiTloH DEFARTHEIIIT 108 8th tborl $¡ttr 3G¡n'"nlniliï#;ffii"* Pa¡mlt N: 1e80 Thls deea rIÖt ëonütltutÉ ã þslld¡ng or uro pcrrnlt. v t{o. ?'ùlY"ù- l ¡ C {IHDIVIÞI,¡AL $ÊWåGE ÞI$FO$*L FEFIIIT FñOPFHTY Pr*ðát Âddrått 5u fr"u Ç,lo qt &ç tl le (þÐ Oqrnsr'r Sy!ùetrt â,ffir.I I -afí{Logal Êoeerlpt¡on of åfiegsor's Parcsl l*o. TYSTEH DE$I8H 'r il Sêptlc Tåäk Öâpãslty {gallon} Percolât¡ôn Råto {rn¡notå8/lnah} I ' , '-' Olhar \ l,lumbgr of Brdroorns {or othor} ¡ tL Mø */ //*,#îrf æt^altfirqulrsd ,lÞ¡orptlon Ârea - $ec Âttachçd Spdrl Satürclc Hequlronont*: lnspsc.lor FI}IAL STI$TEII lll*PËË*fl0ttt åñÞ AFPROYAL {as in*allod} Call for lnrgec'tion {*,* houns nollce} Bsfore Soverlng lnslallfiliûn I $l*t¡m $eptlc Tr*k Saptic Tanft f,lånulâ*lurËr or Tredç l{ams Sôpt¡c Ttnk À*cogs wlthin 8'' of gurlacs Abåorpt¡ön Àrôt Àbsofptlgn Árs¡ Typs and/or M¡nufeclursr or lrado lllms Adequale ÊôrrrÞliåncå wllb County ¿nd Stalç Othsr Þtta "|*l f.o*n cl lnËpoc{or RETAIH r/YllH REüEIPT rOOilHTlûllSr 1" Âll insi¡llatlon mu¡tcomplywlth all requ¡rtmÞntsol 25, Articls 10 t.R'S' 1973, Fwls€d 19e't' CONSTRUCTION $TTË lhê colofsdo $Îatâ Bosrd ot Hsaltb lndlyldual $awap olepoaal syrtemr thrpler : 1 .lI T { I , I I A. ThL pärfiit lr valid only Tor conûoclagn tô structur¡c wùlch have lully complied with Countyzonlrrg rnd bsllding rÊgulrËnåntl. Corþ nsc,li'ntooruoewlth anydwelllng orstructure*notappnrvod Oytna AuiHingand Zonlng.olt¡csstttllåutomalicaltybc e vlolalhn or* rrnsiisrãnt of the pormit and cãuso lor þolh l*gal actlon and ravocation ot ths psrmlt' g, Any ps6on whoçon¡¡ruötå, altor¡, or lnstrrllr ¡¡ lndlvldual sowaq.e dlapooq¡ qrslffn ln â mannorwñich ¡¡wgltrçsaknou^lng-ând mrt¡rlrl "erüríon trom rhË rgrm¡ä"iäi¡lið"iionã-áont¡¡nic tntbs app'ilcatlén ol pãrrnlt commíts a Claas l, PÉny Olfenct (¡6Û0.Û0llm-0 monlht ltì ¡âil or þothl. WT*þ. AFPLICANT Y6Iþlr - DEPARTITIENT i I r I tl INÞTYIDU,{L SE'ï/ÅCE DISPÛSÂ.L SYSTEM APPLICATION s eDnnrss êof f spPr:is pHo¡re3lûj$ûAåïb{ COÏIITRACTOR A***. tî,' *¿-rdJ PHONE 7 -fir pERMrrRËeuEsrFrR f, **rNsrALLArroN { )ALTEa,ATI0N {lnEPam "åttåsh separatc sheets or report showing er¡tire area with respæt to surrounding areao, topogmphy of area, habitable building, location of potable water wells, soil percolation tsst holes, soil profiles in test holes (See page 4). LOC4îION OF PROPOSEÞ FACILITY: {¿of rnt* :l$--g¡gsr-Ncar wtat City of Lsgal Ðescription YI'ASTE,S TY?E:{ ) TRÂì{SIE}IT USE { ) NON-ÞOMË8TIC Wå,STËS( ) TTMMERCIAL tR II-TDUSTRIAL ( ) 0TIÏER-DESCRTBE BUILDINT} O'II SERVICE TYPE:{Lç,¿{¿"-l-¡* | Nr¡mbsrofBedroom, - rÀ *- Wu*UerofPerso ( ) Garbagetrinder ü)¡utomatíclVasher {$p¡snwasler SûURCE Aì{Ð TYPE OF II¡ATER SUPPLY: ( ) VfELL ( ) SPRING ( ) STREAM OR CREËK IfsuppliedbyCommunitylVater, givenameofsupplier¡ 'Ts..'^ ¿f C.',cbs¡'lo'r¿ DISTAI\TCE TCI NEA.REST COMMUNTTY SËWÊR SYSTEM: I *ì\- Was an effo* nade to connect to the tommunity System?4a A slte nlan is reauired to be sub¡nilted tbst lndic¡tes..fhe follow¡üg MIIìüMUM distances: Le¡ch Ftcld to Well: 100 feet SeptÍc Trnk to lilell: 5{l feet Lerch fieldto Irrigatíon Ditcher, Strenm or'lY¡ter Course: 50 feet Sepdc System (reptic tsnk & disposel fictd) to Property Lines: I0 feet youR rlql'ffrþuAr sEwAGs DI$PosÅL sYsrnM PERMTT wrLL NoT Btr rssuEp ryTïnoryr ,{ $ITA PLl$ù GRO{JND CONÞITL0NS: Ðepe to first Ground'Water Table orAddress ft o*rtrxr PercentGround Slope ûF ¡ r:PE OF IT"TDIVIDUAL SEïYAGE DISPOSAL SYSTEM PROPOSED: K) () () {} SEPTIC ÏÀNK vÅutî PRnry PIT PRTYY ( } AËRATION PLANT { ) crMPosTrNG T0TLET { ) TNCTNERATTON TOTLET VAULT RECYCLING, POTABLE USE RECYCLINT, OIIINR USE {) () () {) () () CI*Eh¿fIcAL TOILET( ) TTHER-ÞESCRIBË FTT{ÅI ÞISPOSAL BY: *r+ ABSORTTION TRENCH, BEÞ OR PIT { } TffDERGRÛUNÐ DTSPERSÁ,L { ) ABOVE GROUNÛ DTSPER$Â,L {} rryLt ËFFLUENT BE DTSCHÅRGED PTRËCTLY INTO WATËRS OF T}IE STÅTß?11/Ù PËRC,OIÀTION TEST RESTILTS: {To bo completed by Regi*tered Profcssionâl Engineer, if the Engineer does ths PsroolatiosTest) Minutet-per inch in hole No. 1 Minutes per inch in hole No. 3 Minutes_J¡er inch in hsle No. 2 À¡linutes--pcr inch in hole No. * l{amc, address aad telryhone of RPE wbo msde soÍl absorption tests; Nune, address and telephone of RPE responsible for design ofthc systein; Åpplicent aeknowledges that the completeness of the ap,plication is ænditionâl upon such ârther mandatoqy and additianal testsandrçorts as maybe requiredbythe localheslthde,parhnenttobe¡nadeand furnishedbythcapplicant orby the local health departnent forpurposed of thç evaluation oftåe application; and the iszuancc of the permit is subject üo sush teîrns and conditions as deerned n€c€ssåry to insurc complianco with rules and regulations made, inforcaation and reports submitted herewith and required to be submitted by the applicant are or willbe represented to bstuc and ærrect to the best ofmy knowledge and belief aad re designed ta be reliÊd on by the local deparünørt of hcrlth in evaluating the same for purposes of iszuing tho permit applied for herein. I furtlrer understard that any falsiüc¡fion or misrepresentation may rezult in the denial ofthe application or rÊvocâtion of any pcrmit granted based upom said application and in legal aotion for perjury as provided by law. $ign€d Date Ll 2,0 - t q EVAPOTRANSPIRÅTTON S.À}TD FILTER ItrÁSTEVYÂ,TBR PONÐ PLEASE AN ACCTJRATE TO YOUR PROPERTY!! þDf\.-f@fil,l,p¿r,*rr'*5¿,*lñ^ ? ì**- $t 'su%o.1"* C¿ ïy,yDesignateNorth Arrow,aYourNeigfibot'sName& Addresst{ l{'..1{$ù&tsYourPlct - Shape tç Fir(No Scale)4nv,luf+'ïlþsrS.14*{ççív{,u51aüS,öí.,*Locxe we[ all srËffns, inigation diæhs, and ary $,âtÊryourhousgseptíc tank & sy$tetrl" d*¿*hed gårâgüq and ddverx'ay.$a ch*nge oflocation is nocessar]¡, yÕu ãn¡st sùr¡it a co$êctod dffi¡dng; before aCertiflcate of Occrupatíonwill be is*ed"ûo+t L 9l*G'åÞft!:,"tYourNeighbot'sName & AddresslÉ* uÉþr\æ Îb?núûnpdoèqúot¡orRoadL3*)IthcRoadl.Iumbcr andName) I c¡þrlrt rô.*. Stt lsH 5t3t2021 qPublic.net - Garfield County, CO - Property Record Card: R090230 äqPuHic"n*t'* Garfield County, CO Summary Account Parcel Property Address Legal Descrlption Acres Land SqFt Tax Area Mlll Levy Subdlvision Y¡s,-l&p Owner ERICKSON,WHITNEYJAYE 19 MAROON DRIVE CARBONDALE CO 476232t41 Land Unit Type Square Feet Buildings Building# SINGLE FAM.RES.-LAND - 1112 (RESIDENTIAL PROPERTY) 78,772 R090230 2393283130t4 51 SOPRISAVE, CARBONDALE, CO 81ó23 Section: 28 Township: 7 Range: 88 Subdivision: COOPERTON TWNSTE. Block: 13 Lot: 1 THRUI Lot: 4 & B o r8,772 9 75.5070 COOPERTONTWNSTE. Unlts BuildlngType Abstract Codes / (Property Typel Archltectural Style Stories Frame Actual Year Bullt BasementArea Finish Besement Area Gross Living Area Total Heated SqFt Bedrooms Baths Heating Fuel HeatingType Air Conditioning RoofType Roof Cover r 1 5FR SINGLE FAM.RES-IMPROVEMTS.1212 (RESIDENTIAL PROPERTY) 1-STRY/BSM 7 WOODFRAME t964 r,232 7,232 7,232 2,464 2 t.2s ELECTRIC ELEC BS BD EVAPORATIV GABLE COMPSHNGL 2021 $220,000.00 $291,,640.00 $190,000.00 $190,000.00 $313,700.00 $313,700.00 $503,700.00 $503,700.00 ActualValues Assessed Year Land Actual 2020 20L9 !mp1ov99e1!.{9!ya-! Totel Actuâl $511,ó40.00 https://qpublic.schneidercorp.com/Appl¡cat¡on.aspx?ApplD=1038&LayerlD=22381&PageTypelD=4&PagelD=9447&Q=1963843481&KeyValue=R090230 113 51312021 qPublic.net - Garfield CounÇ, CO - Property Record Card: R090230 202t $1s,730.00 ,$20r8j9.00 $3ó,s8o.oo 2020 2019 Assessed Values Assessed Year !rn9,.$-:*'94 lmprovement Assêssed Total Assessed Tax History TaxYear 2020 $13,s90.00 2019 $13,se0.00 $22A3O.OO. $3ó,020.00 ,$:2,4so.oq $3ó,020.q) 20LA 2017 Taxes Billed Í2,779.s6 Click here to view the t¿x information for this parcel on the Garñeld funty_kealu¡er'åtcclEilg Transfers Recept¡on $2,743.76 $2A49.O4 $2,140.08 Book - Page Sale Pr¡ce Grantor Grantee $28O,OOO CLAUDINE M JONES REVOCABLETRUSC SHORT JOHN ERICKSON,WHITNEYJAYE W-TRUSTEE;... SaleDate DeedType Number 4lt6/2ot3 WârrântyDeed 834247 Authority 4/76/2OL3 StatementOf 834246 $O SHORT, KENNETH L; SHORT, JOHN W CLAUDINE MJONES REVOCABLETRUST 312U2O73 DeathCertificate 834245 $O COLORADO,STATEOF JONES, CLAUDINE MAY-DEC 77t!5/200L AFFtDAVrr 592914 1303- 430 $O JONES,CLAUDINEM.JONES, CTAUDINE M $O JONES,CLAUDINEM,JONES, CLAUDINE M77/t5/2OO! QU|TCLA|M DEED 592073 1303- 429 9t27/200t AFF|DAV|T sg-e2sx 1290- 606 $O JONES,LARRYK,&CLAUDINE M.JONES, CLAUDINE M. 77/!6/2000 DENrH CERTIFICATE 58925Q t290- óo5 $O JONES, LARRYK.&CLAUDINE M.JONES, CLAUDINE M. 6/t5/7975 Deeds o475- 0438 $o 717/I9OO Deeds o477- 0230 $o Photos Sketches https://qpublic.schne¡dercorp.com/Application.aspx?ApplD=1038&LayerlD=22381&PageTypelD=4&PagelD=9447&Q=1963843481&KeyValue=R090230 213 51312021 qPublic.net - Garfield County, CO - Property Record Card: R090230 ¡Èo¡¡t The Garñeld County Assessor's Õffce makes everyeffort to praduce the mosl âccurâte informatìon passible, No wárrânties, expressed or implied are provided ferthe data herein, its use or interpreiatíon. Ðata is subject to crnstãnt chånge and itr accuracyand completeness cannot be guaranteed, tlper.P¡.vacy-Policy 6ÞPj PfivgçvNotice Les!,Ðata tJplægij/31æelj3,gg;tL{M versìon ?.3.118 Developed by t,$rMdtr https://qpublic.schneidercorp.com/Application.aspx?ApplD=1038&LayerlD=22381&PageTypelD=4&PagelD=9447&Q=1963843481&KeyValue=R090230 3/3 Item # 1500T-2GP-llH {5OO Gallon Top Seam Two Gompartment with High Head Pump DESIGN NO'TES¡ Deslgn per performonce test per ASÏl/ c1227. Top surfoce oreo 62.33 ftz¡ fc GD 28 do)e; concrete : 6,000 PSI Min. lnstollotion:¡ Tonk to be set on 5' min. sond bed or peo grovel¡ Tonk to be bockfllled uniformly on oll sides in lìfts less thon 24" ond mechonicolly compoctedr Excovoted moteriol moy be used for bockfill, provided lorge stones ore removed¡ Excovotion should be dewotered ond tonk filled with woter prior to belng put in service for instollotion with woter toble less thon 2' below grode¡ Meets C1644-06 for resilient connectors¡ lnlet ond Outlet identified obove pipe¡ Delivered complete with internol piping¡ PVC risers ovoiloble¡ Secondory sofety screen ovoiloble with PVC riser ALLOWABLE BURY (Bosed on Woter Toble) WATER TABLE ALLOWABLE EARTH FILL o'- o"J'- o" 1'-0"3'- 0' 2'-O"4'-O' 3'- 0"4'-O' DRY 4'-O' f- -J;L-,t---' --J i'f*i L _ID -J ã¡'Clear --4F..ïî- , li li Top View WiÉs b 24'Minimum Dlsaomed VehßRubber Sealant ]'6l a¿v Section Pump:¡ Lowot¡TSS and lmprovæefluent qualitybfeldo Eade€il n¡mp ey¡tern b maintaln on the madrd¡ Complete lnstelleüon (widng, pand, mounting and dart+p prccedurce)¡ Comdete wananty View *Servioe @ntlalcß available for mahtenanæ0 132"68" ffi ffi¡¡FF 1 Digging Specs lnvert Dimensions Net Copocity Net Weight 13'Long x I'Wide 56" below inlet lnlet Outlet Lenqth lvidth Min. Heiqht ilnlet Sidei outlet Totol Lid Tonk Totol s6"73"92" ì 1002 9ol i507 gol 1509 9ol 3600 lbs f1180 lbs 14980 lbs VALLEY ffi PRECAST, lïatsr & Waetewa!¡r r Syctsme r Prcdu6 Ine. r $ervlce Fro) sss{rr{ mScoRü317 P.O. Bo(æ5 Farc ffig) gg5".?7u/ B'HE\ftila' æ81211 llUobclb: www.ì¡alleypr€æ[ærn Emall : fr onHesl@nallEyprætæm Iaa Biotube@ ProPak Pump PackagerM 60-Hz Series Pump Packages Control panel General 0renco's Biotube@ ProPaK' is a complete, integrated pump package for filtering and pumping effluent from septic Ìanks. And its patented pump vault technology eliminates the need for separate dosing tanks, This document provides detailed information on the ProPak pump vault and filter, 4-in, (100-mm) 60-Hz turbine effluent pump, and control panel. For more information on other ProPak components, see the following Orenco technical documents: o Float Switch Assemblies (NSU-MF-MF-1) o Discharge Assemblies (NTD-HV-HV-1 ) . Splice Boxes (NTD-SB-SB-1) . Erternal 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 (one- or two-compartment) and can also be used in a pump tank, The Biotube ProPak is designed to allow the effluent filter to be removed for cleaning without the need to remove the pump vault or pump, simpli- fying servicing, Complete packages are available for on-demand or limed dosing sys- tems with flow rates of 20, 30, and 50-gpm (1,3, 1,9, and 3,2 Usec), as well as with 50 Hz and 60 Hz power supplies. Standard Models BPP2ODD, BPP2ODD-SX, BPP3OTDA, BPP3OTDD-SX, BBPPSOTDA, BPPsOTDD-SX Product Code Diagram BPP t External splice box (0ptional; internal splice box comes standard,) Riser lid (not included) Float bra*et Support pipe Pump vault Floal stem Floats Float collar Vault inlet holes 4-in. (100-mm) turbine efflueni pump Biotube@ filter cartridge Riser (not included) Discharge assembly Pump liquid end Pump motor l-- Standard options: Blank = 57-in. (1448-mm) vault height, internal spllce box, standard discharge assembly68 = 68-in,(1727-mm)vaullheight SX = extemal splice box CW = coldweatherdischargeassembly DB = drainbackdischargeassemblyQ = cam lock MFV = non-mercuryÍloat BiotubP ProPakrM pump package components. control panel applìc¿tion: DD = demand-dos¡ng TDA = timed-doslng, analog timer TDD = timed dosing, digital timer, elapsed time meter & counters Pump flow rate, nominal: 20 = 20 Spm (1.3 30 = 30Spm(1.9 50 = 5¡ not,r., Biotube@ ProPak* pump vault Usec) Usec) Usec) Orenco Systemso lnc, ,814 Airway Ave,, Sulherlin,0R 97479 USA r 8ül-348-9843 . 541-459-4i149 . wwworenco.com }ITD.BPP-I Rev,1.2, @ 08/14 Page 1 of 4 ProPaK" Pump Uault Biotube@ Filter Cartridge Materials of Constructíon Materials of Gonstruction Vault body Polyethylene Filter tubes Polyethylene Support pipes PVC Cartridge 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 19 (475)B - Cartridge width 12 (305) D - lnlet hole diameter þight holes total) 2 (50)Performance E - Vault top t0 support pipe bracket base Biotube@ mesh opening 0.125 in. (3 mm). F - Vault bottom to filter cartridge base 4 (102)Total filter flow area 4.4ft (0.4 m) Total filter surface area 14,5 ft'? (1.35 mJ Maximum flow rate 140 gpm (8.8 Usec) .0.062-in. (1.6-mm) fìlter nesh available A B B--l ProPakrv pump vault (shown with Biotube filter and effluent pump) EiotubP îilter cartridge (shown with float switch assembly) E î Ac T D -r E IrtTo-BPP-1 Rev,1.2, O 09/14 Pagez ot 4 il a Xfiå¡tr a a 0renco Systems@ lnc. , 814 Ainrvay Ave., Sutherlin, 0R 97479 USA . 800-348-9843 ¡ 541 -459-4449 . urww,orenco.com 4-in. (100-mm) Turbine Etfluent Pumps 0renco'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 certified to the U.S. and Canadian safety standards for effluent pumps, and meet UL requirements. Power cords for 0renco's 4-in, ('100-mm) turbine effluent pumps are Type S00W 600-V moÌor cable þuitable for Class 1 , Division 1 and 2 applications), Materials of Construction Discharge:Stainless steel or glass{illed polypropylene Dischargebearing: Engineeredthermoplastic(PEEI() Difiusers Glass{illed PPO lmpellers:Acetal (20-, 30-gmp), Noryl (50-gpm) lntake screens:Polypropfene 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 Weiglrl Pump Gurves 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 flDH), providing a graphical representation of a pump's performance range, Pumps perform best at their noninalflow rafe, measured in gpm or Usec. Flow in liters per second (Usec) 0.63 r.26 r.89 2.52 3.15 3,79 4.42 PT \ \ \ PT \ \ \ \ \ 500511 \ \ \ 140 $e 120 =Ë roo !f! ,ë 80 (J ÈSôo-È E¿o 43 ecl¡zE soÊ R È248so "E Èlzì Ê 20 6 Nom. floW gpm (lJsec) Len$h in. (mm)tb 20 (1.3) 22.5 (572) 26 (1 1.25 30 (1 ,e) 21 .3 (541) 25 (11) 1.25 Discharge in., nominal 1 lmpellers 10 20 30 40 50 60 70 FIow in gallons per minute (gpn) 4 J 50 (3.2) 20,3 (516) 27 (2) 2.00 2 Performance Nom. floW gpm (lJsec) hp(l<llv)Design flow amps Rated cycles/day Min liquid level, in. (mm) 2 20 (1.3) 0.5 (0,37) 12.3 300 18 (457) 30 (1 .e) 0.5 (0.37) 11 .8 300 20 (508) 50 (3,2) 0,5 (0.37) 12j 300 24 (610) 1 Dlscharge is female NPT threaded, U.S. nominal slze, t0 acconm1dale 1rencP dlscharge h1se and valve assemblies. Consult your orenco Dlstt¡butor about fftr¡ngs to connect discharge assemblles to netr¡c-sized piping, 2 M¡n¡num llquid level ls flr single pumps when ¡nstalled ¡n an 1renco Biotubæ PrcPakrM Punp Vault. 0renco Systemso lnc. , 814 Ainvay Ave., Sutheil¡n, 0R 97479 USA r 800-348-9843 . 541-459-4449 r wwworenco.com I,¡TD-BPP.T Bev,1,2, @ 08/14 Page 3 ot 4 Control Panel (Demand Dose)Control 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 gravþ drainfield. Materials of Gonstruction Orenco's ProPak timed dose control panels are specifically engineered for the ProPak pump package and are ideal for applications such as timed dæing 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 Stainless steel Hinges Stainless steel Dimensions, in. (mm)Dimensions. in. (mm) A - Height 11.5 (290)A - Height 11.5 (2e0) B - Widrh e.5 (240)B - Widrh e.5 (240) C - Depth 5.4 (135)C - Depth 5.4 (135) Specifications Specifications Panel ratings 120V,314 hp (0.56 kW, 144, single phase,60 Hz Panelratings 120U,314 hp (0.56 kW,14A, single phase,60 Hz 1. Motor-start contactor 16 FtA, t hp (0.75 kW), 60 Hz; 2.5 million cycles at FLA (10 million at 50% of Fl-A) Dual-mode Programmable for timed- or demand-dosing (digital timed-dosing panels only) 2, Circuit 120V,10A,0FF/0N switch, Single pole breakers 3. Toggle switch Single-pole, double{hrow HOA switch, 20 A 4. Audio alarm 95 dB at 24 in, (600 mm), warble-lone sound, UL Type 4X 5. Audio alarm 120 V automatic reset, DIN rail mount silence relay 6. Visual alarm 718-in. Q2-mn) diameter red lens, "Push-to-silence," 1 20 V LED, UL Type 4X Control panel, demand-dose 1 20 V repeat cycle from 0.05 seconds to 30 hours. Separate variable controls for OFF and 0N time periods 120-V 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, 'l hp (0.75 kW), 60 Hz; 2.5 million cycles at FLA (10 million at 50% of Fl-A) 3. Circuit breakers 120 V 1 0 A, 0FF/0N switch. Single pole 1 20 V 4. Toggle Switch Single-pole, double-throw HOA switch, 20 A 5. Audio alarm 95 dB at 24 in. (600 mm), warble{one sound, UL Type 4X 6. Visual alarm 7/$-in. (22-mm) diameter red lens, "Push-to-silence", 120V ED, ULType 4X Control panel, timed-dose (digitaltiner model shown) i a. Analog timer (not shown) 1b. Digitaltimer þhown below) o @ ffio ø rc ffio NTD.BPP.f Rev, 1.2, O 08/14 Page 4 of 4 0renco Systemso Inc.,814 Ain¡uay Ave., Sulherlin,0R 97479 USA . 800-348-9843 . 541-459-4/t49 . urww.orenco.com Duplex Control Panels Applications Orenco Duplex Control Panels are used t0 control dual pumps, alarms, and other equipment as specified in pressure sewers and onsite septic systems, General 0renco Duplex Control Panels are specifically engineered for pressure sewer (STEP) systems and onsite septic Ìreatment systems that require the use of two alternating pumps. Standard features include circuit breakers, an automalic/manual/off motor controltoggle for each pump, an audio/visual high level alarm, an alarm reset, and a duplex alternator. 0ther standard features and options are listed 0n page 2. Orenco panels are designed for use with mechanical and/or mercury float switches. Listed per UL 508 in the US and Canada. Standard Models DAX1, DAX2 Product Code Diagram DAX t _l Standard optlons (list in order):PT = programmable l¡merR0 = redundant off relayCS = currentsensor EIM = elapsed time meterCT = ovent counterHI = heaterSA = sulgeârestor PRL = pumprunliqhtPL = power light lntrinsically safe relays: Blank = standard, no lR relayslR = intrins¡cally safe relays Pump voltage: 1 = 120VAC 2 = 1 20 VAC or 240 VAC DÆ(series duplex control panel Materials of Gonstruction Enclosure UV-resistant fiberglass, UL Type 4X Hinges Stainless steel Specifications Panel Ratings DAXl 120 V t hp, 16 amps, single phase, 60 Hz, DAX2:240V,3 hp, 1 6 amps, single phase, 60 Hz. Dimensions Height, in. (mm)15.5 (3e4) Width, in. (mm)13.5 (343) Depth, in. (mm)6,7 (170) 0rencf DAX2 Control Panel 0renco Systemso lnc, ,814 Airway Ave., Sulherlin,0F 97479 USA o 8fl1-34&9843 . 541-459-4449 . www.orenco.com ilTD-CP-DAX-1 Rev.2,0, O 03/17 Pagel of? 3J i Idr. .-- =f,. ]--,--,--{€t Hffif,loo o olrðF-tıl t--l€l¡aoao ñ;qtloo oolrıFEI IU Hffi@æl-oi @@ o o o o o )rencP DAX2PTR0 240 V panel Standard Gomponents Feature Specification(s) 1, Motor-Start Contactor 120 V, 1 6 FLA, t hp (0.75 kW, 60 Hz; 2.5 million cycles at FLA (1 0 million at 50% of Fl-A). 240 V 1 6 FLA, 3 hp (2.24 kW,60 Hz; 2.5 million cycles at FLA (1 0 million at 50% of FLA). 2. Controls Circuit Breaker 10 A, OFFiON switch. Single-pole 120 V DIN rail mounting with thermal magnetic tripping characteristics. 3. Pump Circuit Breakers 4. Toggle Switches 20 A, 0FF/0N switch. Single-pole 120 V or double-pole 240 V, DIN rail mounting with thermal tripping characteristics. 20 A, t hp (0.75 kW), Single-pole, double-throw HOA switch, 5. Audible Alarm 95 dB at 24 in. þ',l0 mm), warbletone sound. 6. Visual Alarm 7rh-in. ¡ZZ-nm¡ diameter red lens, "Push{o-silence." UL Type 4X rated, 1 W LED light, 120 V. 7. Duplex Alternator 120 V. Cross-wired style for independent lag pump tunction. Selector switch for locking one pump into lead position Audible Alarm Silence Relay (Not shown) 120 V Aufomatic reset. DIN rail mount. Optional Features Feature Snecification(s)CodeAdder lntrinsically Safe Control Relays Listed per UL 6984, for Class 1 Div. 1, groups A, B, C, D hæardous locations (requires larger enclosure).IR Programmable Timer 1 20 V Repeat cycle from 0.05 seconds to 30 hours. Separate variable controls for OFF & 0N time periods.PT Redundant Off Relay 1 20 V. Provides a secondary off, Sounds alarm on low level condition. DIN rail mount.RO Elapsed Time Meter 1 20 V 7-digit, non-resettable. Limit of 99,999 hours; accurate to 0.01 hours.ETM Event Counter 120 V 6-digit, non-resettable CT Heater Anti-condensalion heater, Self-adjusting: radiates additional wattage as temperature drops.HT Surge Arrestor Status light on unit; protects incoming power supply from electrical surges.SA Pump Run Light 7/a-in. pz-mn¡ diameter green lens. UL Type 4X rated, 1 W LED light, 120 V.PRL Power Light 76-in.1ZZ-nm¡ diameter green lens. UL Type 4X rated, 1 W LED light, 120 V.PL illD-cP-DAX-1 Rey.2.0, @ 03/17 Page2 ol2 Orenco Systems@ lnc,,8l4 Ainray Ave., Sutherlin,0R 97479 USA r 800-348-9843 . 541-459-4¡149 . wwworenco.com PF Series 4,-inch (1 00-mm) Submersible Etfluent Pumps Orenco ' Tec,h*ieal frata theet 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 tanls, All our pumps are constructed of lightweight, corrosion-resistant stainless steel and engineered plastics; all are field- serviceable and repairable with common tools; and all 60-Hz PF Series models are CSA certified to the U.S. and Canadian safety standards for effluent pumps, meeting UL requirements. Orenco's Effluent Pumps are used in a varie$ 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 Connectlon - Bypass 0rifice Franklin Liquid End - Suction Connection Franklin Super Stainless Motor Featu res/Specif ications To specify this pump for your installation, require the following: r 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 longlerm cost of ownership . TRI-SEALTM floating impeller design on 10, 15, 20, and 30 gpm (0,6, 1.0, 1.3, and 1,9 Usec) models; floating stack design on 50 and 75 gpm (3.2 and 4.7 Usec) models ¡ Franklin Electric Super Stainless moto6 rated for continuous use and frequent cycling . Type S00W 600-V motor cable . Five-year wananty 0n pump or retrofit liquid end from date of manu- facture against defects in materials or workmanship - llot applicable for ,-hp (3.73 RW) models Standard Models See specifications chart, pages 2-3, for a list of standard pumps, For a complete list of available pumps, call 0renco, Product Gode Diagram PF t It Cord length, ft @f Blank = t613¡ zo = z0(6)30 = 30(e) 50 = 50(15) Vollage, nameplate:.l = 115- 200 = 2002=230ï 4 =460 Frequency: 1 = single-phase 60 Hz 3 = three-phase 60 Hz 5 = single-phase 50 Hz lr Horsepower (kVtf: 03 = 1¿ hp (0.25) 0z=%hp(0.56)'15 = 1-/zhp (1.1 30 = 3hp(2.24) (Usec):Nominal flow, gpm 10 = 10 (0.6) 20 = 20 (1.3J 50 = 50 (3.2) 1) 05 = Jzz hp (0.34 10 = t hp(0.75) 20 = 2hp(1.50) 50 = 5hp(3.73) 15 = 15(1.0) 30 = 30(1.9) 75 = 75 (4.7) "@:- @ 1880980 L82053896 Powered by Franklin EleeÈric Pump, PF Series '1á-hp (0.37kW only 1220 volts for 50 Hz pumps lNote: 20{oot cords are ava¡lable only for s¡ngle-phase pumps through 1-% hp 0renco Systemso lnc. ,814 Ainvay Ave,, Sutherlin, 0R 97479 USA . 800-348-98¡*l . 54f-459-4¡149 . www.orenco,com f{TD.PU-PF.l Beu 2,2, @ 09/14 Page 1 of 6 Specifications, 60 Hz €¡ =cl CLl¡6 -e Pump Model g'os.É=Ð Ëgå Er= À => < EÉLËtt .srr ıøv,G)\ .E -l,t6tg (t Ël6t (EÉ Ð-v ¡¡ E' 6¡ = d ût o FI ËE-ËEV =E E €EDEolJ d¡- 'äægEËc 8ei5ä 6o 6) ÉL E ut CL .\tx.E = 3 -9 ctt v, 6=TF PF1 0051 1 10 (0.6) 0.50 (0.37) 1 1 15 120 12.7 12.7 6 1 l/¿ in, GFP 23.0 (660) 1 6 (406) 26 (12) 300 PFl 0051 2 1 0 (0.6) 0.50 (0.37) 1 230 240 6.3 6,3 6 1 1¡¿ in. GFP 23.0 (660) 16 (406) 26 (12) 300 PFl 0053200 10 (0.6) 0,50 (0.37) 3 200 208 3.8 3.8 6 1 % in. GFP 23.0 (660) 16 (406) 26 (12) 300 Pt1007124'5 10 (0,6) 0.75 (0.56) 1 230 240 8.3 8.3 I 1 /¿ in. GFP 25.9 (658) 17 (432) 30 (14) 300 PF10073200 4'5 10 (0,6) 0.75 (0.56) 3 200 208 5.1 5.2 8 1 % in. GFP 25.4 (645) 17 (432) 31 (14) 300 PF10101216 10(0.6) 1.00(0.75) 1 230 240 9.6 9.6 I 'l l/¿in.GFP 27.5(109) 18(454 33(15) 100 PF1010320016 10(0,6) 1.00(0.75) 3 200 208 5.5 5.5 9 1ll¿in,GFP 27.3(693) 18(45R 37l.l,n 300 PF1020125'6'7,8 10(0.6) 2.00(1.49) 1 230 240 12j 12j 18 1ll¿in.SS 39.5(1003) 22(559) 48eA 100 PF102032 5,6,8 10 (0.6) 2,00 (1 ,49) 3 230 240 7 .5 7 .6 1 8 1 1/¿ in. SS 37.9 (963) 20 (508) 44 (20) 300 PFi 0203200 5,6 I 1 0 (0,6) 2.00 (1 .49) 3 200 208 8.7 8.7 'l I 1 /¿ in, SS 37.9 (963) 20 (508) 44 (20) 300 PF1 5031 1 15 (1 .0) 0.33 (0.25) 1 1 15 120 8.7 8.8 3 1 Tq in. GFP 19.5 (495) 15 (380) 23 (1 0) 300 PFl 5031 2 PF20051 1 15 (1 .0) 0,33 1 230 240 4.4 4.5 3 1 lq in. GFP 1 9.5 (495) 15 (380) 23 (1 0) 300 20 (1 .s) 0.50 (0.37) 1 1 15 120 12.3 12.5 4 1 Y¿ in. GtP 22.3 (566) 18 (454 25 (1 1) 300 PF20051 2 20 (1 ,3) 0.50 (0.34 1 230 240 6.4 6.5 4 1 lq in, GFP 22.5 (572) 18 (457) 26 (12) s00 PF20053200 20 (1.3) 0,50 (0,34 3 200 208 3.7 3.8 4 1 1/+ in. GtP 22.3 (566) 18 (454 26 (12) 300 PF201 012 4,s 20 (1 .3) 1 .00 (0.75) 1 230 240 10.5 10.5 7 1 % in. GtP 28.4 (t21) 20 (508) 33 (1 5) 100 PF201 03200 4'5 20 (1 .3) 1 .00 (0.75) 3 200 208 5.8 5,9 7 1 ls in. GtP 27 .8 (t06) 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 34.0 (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(0.34 1 115 120 11.8 11.8 3 1/¿in.GFP 21.3(541) 20(508) 28(13) 300 PF30051 2 30 (1.9) 0,50 (0,34 1 230 240 6.2 6.2 3 1 % in. GFP 21.3 (541) 20 (508) 25 (11) 300 PF30053200 30 (1.9) 0.50 (0.37) 3 200 208 3.6 3.6 3 1 lq in. GFP 21,3 (541) 20 (508) 25 (11) 300 PF30071 2 30 (1 .9) 0.75 (0.56) 1 230 240 8.5 8.5 5 1 /+ in. GFP 24.8 (630) 21 (533) 29 (13) 300 PF30073200 30 (1 ,9) 0,75 (0.56) 3 200 208 4.9 4.9 5 1 l/¿ in. GFP 24.6 (625) 21 (533) 30 (14) 300 PF301 012 4 30 (1 .S) 1 .00 (0,75) 1 230 240 10.4 '1 0.4 6 '1 1l¿ in. GFP 27.0 (686) 22 (559) 32 (1 5) 100 PF301032004 30(1,9) 1.00(0,75) 3 200 208 5.8 5,8 6 1%in,GFP 26.4(6711 22(559) $05) 300 PF3015124,5 30(1,9) 1.50(1.11) 1 230 240 12.6 12.6 I 1ll¿in.GFP 32.8(833) 24(610) 40(18) 100 PF30153200 4'5 30 (1 1.50 11) 3 200 208 6.9 6.9 I 1 l/¿ in. GFP 29.8 (tsn 22 þ59) 34 (15) 300 PF301 534 4.5 30 (1 ,9) 1 .50 (1 .1 1) 3 460 480 2.8 2.8 8 i % in. GFP 29,5 (085) 22 (559) 34 (1 5) 300 PF3020125'6.7 30(1.9) 2.00(1.49) 1 230 240 11.0 11.0 10 1%in.SS 35.5(902) 26(660) 44Q0) 100 PF30203200 5 6 30 (1 .9) 2,00 (1 .49) 3 200 208 9.3 9.3 10 1 % in. SS 34,0 (864) 24 (61 0) 41 (19) 300 PF3030l2 5,6,7'1 30 (1.9) 3.00 (2.23) 1 230 240 16.8 '16.8 14 1 l/a in, SS 44.5 (1130) 33 (838) 54(24) 100 PF303032 5,6' I 30 (1 .9) 3.00 (2.23) 3 230 240 1 0.0 1 0.1 14 1 1z¿ in. SS 44.3 (1125) 27 (686) 52 (24) 300 PF3050125'6'7,8 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 pF30b032 s,6, I 30 (i .9) S.00 (3.73) 3 230 240 1 6.6 1 6.6 23 1 t/¿ in. SS 60.8 (1 544) 48 (1 21 9) 66 (30) 300 PF30503200 5,6,8 30 (1 .9) 5,00 (3.73) 3 200 208 18.7 18.7 23 1 % in. SS 60.8 (1 544) 48 (1 219) 66 (30) 300 PF50051 1 50 (3.2) 0.50 (0.34 1 1 15 120 12J 121 2 2 in. SS 20,3 (516) 24 (610) 27 (12) 300 PF50051 2 50 (3.2) 0.50 (0.37) 1 230 240 6.2 6.2 2 2 in. SS 20.3 (516) 24 (610) 27 (2) 300 PF500532 50 (3,2) 0,50 (0.37) 3 230 240 3.0 3.0 2 2 in. SS 20.3 (51 6) 24 (610) 28 (13) 300 PF50053200 50 (3,2) 0.50 (0.34 3 200 208 3.7 3.7 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF500534 50 (3.2) 0.50 (0.37) 3 460 480 1 .5 1 .5 2 2 in. SS 20.3 (5i 6) 24 (61 0) 28 (1 3) 300 PF50071 2 50 (3.2) 0.75 (0.56) 1 230 240 8.5 8.5 3 2 in. SS 23.7 (602) 25 (635) 31 (i4) 300 PF500732 50 (3.2) 0.75 (0,56) 3 230 240 3,9 3.9 3 2 in. SS 23.7 (602) 25 (635) 32 (15) 300 PF50073200 50 (3.2) 0.75 (0.56) 3 200 208 4.s 4.9 3 2 in. SS 23.1 (584 26 (660) 32 (15) 300 NTO-PU.PF-1 Ree,2.2, @ 09/14 Page 2 of 6 Orenco Systemso |nc.,814 Ainuay Ave., Sutherlin,0R 97479 USA . 800-348-9843 r 541-459-4449 . www,orenco.com Orenco Specifications, 60 Hz (continued) ts ÉLEt åË ca $ gå Pump Model .gr ıøut(t,\ ll¡ CDall E E.Ëö ag|Ët ttôo a, :Êtg a! cÊ, G-v 4¡ .J .96l = j 6t o¡ tt .ÉÊ =,E E !t Efi 6lJ or-'H¡gE ÈE 8si5Ë 6 t) o, ÊL atÊL E a\tx.EE 3c¡ eÐ at, 6=TF PF500734 50 (3.2) 0.75 (0.56) 3 460 480 1 .8 1 .8 3 2 in. SS 34.8 (884) 25 (635) 31 (14) 300 PF501 01 2 50 (3.2) 1.00 (0.75) "l 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) 3s (1 8) 300 PF501 034 50 (3.2) 1 .00 (0.75) 3 460 480 2.2 2.2 4 2 in. SS 26.4 (671) 26 (660) 39 (18) 300 PF5015124 50 (3.2) 1.50 (1,11) I 230 240 12.5 12.6 5 2 in. SS 32.5 (826) 30(t62) 41 (19) 100 PF501532004 50(3.2) 1.50(1.11) 3 200 208 7.0 7.0 5 2in.SS 29.3(744) 26(660) 35(16) 300 PF503012 4,5,7'8 50 (s.2) 3,00 (2.23) 1 230 240 17.7 17.7 I 2 in. SS 43.0 (1092) 37 (940) 55 (25) 100 PF50303200 4'5,8 50 (3.2) 3.00 (2.23) 3 200 208 13.1 13.1 I 2 in. SS 43.4 (1102) 30 V62) 55 (25) 300 PF503034 4,5'8 50 (3.2) 3.00 (2.23) 3 460 480 5.3 5,3 8 2 in. SS 40,0 (101 6)31 (784 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 (1394 64 (29) 300 PF505032 5,6,7,8 50 (3.2) 5.00 (3.3 230 240 1 6.5 16.5 13 2 in. SS 59.3 (1 506) 49 (1245) 64 (29) 300 PF751 01 2 75 Ø.n 1 .00 (0.75) 1 230 240 9.e 1 0.0 3 2 in. SS 27.0 (686) 27 (686) 34 (i 5) 100 PF751512 75 (4.7) 1 .50 (1 .1 1) 1 230 240 12.1 12.3 4 2 in. SS 33.4 (848) 30 (t62) M Q0) 100 Specifications, 50 Hz Pump Model PF1 00552 10 (0.6) 0.50 (0.34 1 220 230 3.9 4.1 6 1 l/¿ in. GFP 23.0 (584) 17 (432) 26 (2) 300 Pt1007524'5 10 (0,6) 0.75 (0.56) 1 220 230 6.2 6.2 I 1 l/¿ in. GFP 26,8 (658) 17 (432) 30 (14) 300 PF1015525,6 10(0.6) 1.50(1.11) 1 220 230 10.5 11.4 18 1/¿in.SS 39.5(1003) 22(559) 46(21) 300 PF300552 30 (1 .9) 0.50 (0.37) 1 220 230 4.1 4.1 4 1 % in. GFP 22.5 (572) '19 (483) 26 (12) 300 PF300752 30 (1 .9) 0.75 (0.56) 1 220 230 6.1 6.1 5 1 /¿ in. GFP 24.8 (630) 19 (483) 29 (13) 300 PF301 052 30 (1.S) 1.00 (0.75) 1 220 230 7 .4 7.4 7 1 % in. GFP 28.4 (t21) 20 (508) 32 (15) 100 PF3015524'5 30(1.9) 1.50(1.11) 1 220 230 9.3 9.3 I 1/¿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 (51 6) 2s (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 (¡.2) 1 .50 (1 .1 1) 1 220 230 9.'l 9.1 5 2 in. SS 32.5 (826) 30 (762) 42 us) 100 PF751 052 75P.2) 1.00(0.75) 1 220 230 7.3 7.3 4 2in.SS 30.0(762) 27(686) 34(15) 100 Dlstr¡butor ab1ut Í¡tt¡ngs t0 connect h1se and valve assembl¡es to metilc-slzed piping. 0renco lor more lnfomatìon, 3 We¡ght lncludes caftùn and 10-ft (3-m) cord. 4 Hìgh-pressure dìscharge assembly requked. 5 Do n1t use cam-lock option (8) on discharge assembly. 6 Cust1n discharge assemby requ¡red for these punps. Contact orencq. 7 Capacitor pack (s1ld separately or installed ¡n a custom contr,l panel) requ¡red fot fh¡s pump. C1ntact 0renc1, 8 Torque locl$ are ava¡lable for all pumps, and are supplied w¡th s-hp and ,-hp pumps. NTD-PU-PF.1 Rev.2,2,@tgní Page 3 of 6 0renco Systemso lnc, ,814 Airway Ave., Sulheflín,0R 97479 USA . 800-348-9843 . 541-459-4¡149 r www.orenco.com Materials of Gonstruction Discharge Glass{illed polypropylene or stainless steel Dischargebearing Engineeredthermoplastic(PEEI() Diffusers Glass{illed PPO (Noryl GFN3) lmpellers Celcon@ acetal copolymer on I0-, 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-free windings. All thrust absorbed by Kingsbury-type thrust bearing. Rated for continuous dr-rty. 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 .1 1 k\i\4 have buíltin thermal overload protection, which trips a|203-221' 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 between flow (gpm or Usec) and pressure (totaldynamic head, orTDH), providing a graphicalrepresentation of a pump's optimal performance range. Pumps perform best attheir nominal flow rate - the value, measured in gpm, expressed by the first two numerals in an Orenco pump nomenclature. The graphs in this seclion show oplimal 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 160 140 l¡¡ - (¡¡ È 120 È R too È(È880 (l F60\ :40(! .È 20 800 700 ae.g 600 F boo È ëo* CI $ eoo \I zooG .è 100 0 016 24024.68r01214 Flow in gallons per minute (gpm) 36912151821 Flow in gallons per minute (gpm) PFf0 Series,60 H2,0.5 - 2.0 hp PF1005 f:::,. PFl005-FC utlVc" llow controller PF|S Series,60 H2,0.3 hp NTD-PU-PF.1 Rev,2,2, @ 09/14 Page 4 of 6 0renco Systems@ |nc,,814 Airway Ave., Sutherlin,0R 97479 USA o 800-348-9843 . 541-459-4449 | www.orenco.com cttCÐ¿N=C)a.(Du,c)C)J=!:JFCDtrLf!NctU'(D.Du,cDctefJtI('lIrEßÞÈtlJr/ììaElee¡Èat,Èa(ÈtQ-ÈÕ('r(:t('rlsoNJ(tlC¡)o(Ð(Jlào!(¡¡Ëtv,(D.DatcDoNP('rIljlct-tiril!t;lEitlll.llIIIJItirlrI)JIjt-llaLt,('1ìraEãEdaÈ¡tcÀÈEüËs(Èle- -ìi6ÞoÞqì.ggrC".D(Dctct¡eb¡gl!5eItrI(ÞoN)o(dc,Þo(JroCDo{eæo(o(5oo¡èE(aa¡au,Èo(È(Þ-Itu@!(_¡r3o"J$ c¡EoÈ6ê t- @!å>ToòJTotal dynamie head (TI|H) in leetNt$(^t(¡)5Àeuo6ouè¿nc3o(Þcr(:'eÕeiTotal dynamic head (TDH) in feet=\¡qlÞ6cD{æ.oËoooooeooeloTotal dynamic head (TDH) ín feet::ltst$AtarÞr¡aoo(Jrocttoa<fctectc'CroTotal dynamie head ffDH)in leetNq)Þ(JrcD{æ(oç)C'oêoo(5cte(ÐoooooÕoúlo(3ììt¡E='(ea)êÈc^ÈtÞtÈGTÈoããooU'ø@=ø{,fi;ÞÐãÐÞ"tU,6:!äv(l'ò(¡'U'ÞCI)(tC'6òð(l¡6à(¡a65.Èurtg55(ltaÉEFoooPo0!.llCJI(9U'o=..Du,cttct+FL'I¡Fre//!ì6êoeIlliIIilvIIt¡VI(:)ctf\¡ooùc3èo(Jroo)o\¡êêoocþoooo (gpm), noninal9.5 11 13 Pump Gurves, 50 Hz Models Flow in gallons per minute Flow in gallons per minute (gpm), noninal6.313r925n 0.4 0.8 1.2 1.6 Z0 Flow in liters per second (Usec) 1.6 3.2 4.8 63 7.9 szs E Èa zoz $ ê 197 EÈ Ga+(¡ 13r'È tÈtr\È- oe*l= r00 eq¡ tb .s 80 a ìoot¡¡€ (l E¿o\È- lÙ .o 20 525 \ .E +sg Ss Þ\ rs+ $ È gzs Ê È zoz Ict+ rsr'S a ,,,, S aÈ .c¡66È 180 r60 qg 140IÈ .S rzoÈatrooÈ aÈtù€80 ct Eool.È ¡l40.c¡ 20 120 30 PFlll 50 0.37 - 1.11 PFt0t552 5zl g w/6mm controller 0.1 24 00 0 00.8 0.90.2 0.3 0.4 0.5 0.6 0J Flow in liters per second (Usec) Flow in gallons perr019æ38 minute (gpm), nominal48 î1 6Ì 76 86 FIow ín gallons per minute (gpm), nominal7.5 1624n404856fil 1,0 1.5 z0 2.5 3.0 3.5 4.0 Flow in liters per seconú (Usec) 45 89- E 7es os E'e a¿s\'È|!¡së (¡ æ!\ ^^! ¡Ù Ê 27 v, s24q¡ .¡ 21 ci 18 È 315€ 'S rz tË Èe G Ë6 G ÈE h\oe Ê =cr ! ¡E l¡¡Ê $ È\È' ¡È Ê 15 98 82 66 49 33 16 40 q $r 's ¡o atzsÈr! c)q20 (¡ Ers\È' gro Ê 3 0 5 1.2 1.8 24 3.0 3.ô 4.2 4.8 5.4 6.0 Flow in literc per second (Usec) 0.600.50 4.5 PHl0 Se¡ies,0.37 - t.11 \ Pt50 Series,50 Hz,0.37 - t.11 kW PF50t052 PFIS Series,5ll Hz,0.75 kW ilTD-PU.PF-1 Rev.2.2, @ 09/14 Page 6 of 6 0renco Systems@ lnc. ,814 Ainuay Ave., Sutherlin, 0B 97479 USA . 800-348-9M3 o 541-459-4449 . wwrl,.orenco.com Double Walled PVG Riser & Lid Options Poly Lid (Static load tested to 50(X) lbs). Skid resistance surfiace. Available in green. Highest level of UV Protection induded. lncludes a bam gasket for airtight and waterti g ht appl ications. lncludes square drive scr€ws b disæunage unauthorized enüy. Insulation panels achieve R-10 insulation rating 2'o1 Standard Orenco @ DuraFiber* Access Lids (FLD) Not rccommended for vehicular ffic 24'and 30'Diameters. Solid, resin-infused fiberglass ænsûuction. 20,00G1b breaking shength. Standard green or brown colors. Available with or without urathane lid gasket. Available with carbon filüationo 4 st¡ainless steel f,athead socket cap scrêws & hex key wrencft. lnsulated lids available - 2'or4' Double Walled PVC Riser . Available in 24' and 30' Diameter. Gut to lengür. Sold in +l- 2' incremenb. Must be cut between rihs PRTCASI Wabrt Wa¡tsnater . Systems r Prcduct ¡ InG. r Servlcs Frgl 39ı{76{ zffi}5co Rd317 P.O.Bo(æ5 Fu: (t19) SgÆ{,'?Zî HsH\nda' æ81?11 IYebclb: www.valle¡çreætærn Emll : fionHsslt@¡\talle¡çrecastcom This article may describe design criteria that was in effect at the time the ørticle was written. FOR CUfuRENT DESIGN CRITERIA, call Orenco Systems,Inc. at 1-800-348-9843. ñ*,, Orenco Automatic D¡stributing ã Valve Assembl¡gs o'ienc'q'|".ems For Wastewater Effluent Systems Introduction Orenco's automatic distributing valve assemblies, pressurized with small high-head effluent pumps, are useful for distributing effluent to multiple zones. These zones can be segments of sand filter manifolds, drainfields, or other effluent distribution systems. Distributing valve assemblies can substantially simpliô/ the design and installation of a distribution sys- tem and reduce installation costs. This is particularly true where a distributing valve assem- bly is used instead of multiple pumps and/or electrically operated valves. Additionally, a reduction in long term operation and maintenance costs is realized due to a reduced size and/or number of pumps. More even distribution can be achieved on sloping sites by zoning laterals at equal elevations. This eliminates drainback to lower lines and the unequal distrib- ution of effluent that occurs at the beginning of a cycle. Valve Operation The valve itself has only a few moving parts, requires no electricity, and alternates automati- cally each cycle. Refer to Figure 1 for the following valve operation description. The flow of the incoming effluent forces the rubber flap disk O to seat against the valve bottom Ø. The opening @ in the rubber flap disk aligns with an opening in the valve bottom to allow flow to only one valve outlet. The stem G) houses a stainless steel spring which pushes the rubber flap disk away from the valve bottom after the flow of effluent stops. The stem acts as a cam follower and rotates the rubber flap disk as the stem is raised and lowered through the cam €l. The force from the flow of effluent pushes the stem down through the cam and the stainless steel spring pushes the stem back up through the cam when the flow of effluent stops. Each linear motion of the stem allows the rubber flap disk to rotate half the distance necessary to reach the next outlet. When there is no flow, the rubber flap disk is in the "up" position and is not seated against the valve bottom. Figure l: 6000 Series Valve 1-800-348-9849 NTP.VA-1 Bev,1.2, @ 11/03 Orenco Systems', lnc, Page 1 ol 6 o lnlet ---.> @ o ø 0utlets o _---J I i Figure 2: 0renco Distributing Valve Assembly (6000 Series Valve) The Distributing Valve Assembly The Orenco Automatic Distributing Valve Assembly combines the distributing valve itself and sever- al other components to give a complete preassembled unit that is easy to install, monitor, and main- tain. Figure 2 shows a complete assembly. Because distributing valves with several outlets can be diff,rcult to line up and glue together in the field, the discharge lines in the assemblies are glued in place at Orenco. The unions (1) allow removal and maintenance of the valve. The clear PVC pipe sections (2) give a visual check of which discharge line is being pressurized. The inlet ball valve (3) allows a quick, simple method to test for proper valve cycling. The ball valve also stops the flow of effluent in case the pump is activated unexpectedly dwing maintenance or inspection. Check valves may be necessary on the discharge lines. Use of check valves is discussed in the valve positioning section. Valve Assembly Hydraulics Liquid flowing through the valve assembly must pass through fairly small openings and make several changes in direction. Because of this, headlosses through the valve assembly are fairly high. Table I gives the headloss equations for several different assemblies and Figure 3 shows the graphical repre- sentations of these equations. Orenco recofirmends that high-head turbine pumps be used to pressur- ize the valve assemblies to ensure enough head is available for proper system operation. High-head turbine pumps are also recoÍrmended because the use of a distributing valve usually requires more frequent pump cycling. The high-head turbine pumps are designed for high cycling systems and will outlast conventional effluent pumps by a factor of 10 or more in a high cycling mode. Furthermore, the high-head turbine pump intake is 12 inches or more above the bottom of the pump and tends to prevent any settled solids from being pumped into the distribution valve and obstructing its opera- tion. A minimum flow rate through the distributing valve is required to ensure proper seating of the rubber flap disk. Minimum flow rates for the various models are given in Table 1. NTP-VA-1 Bev. 1.2, @ l1103 0renco Systemso, lnc. Page 2 ol 6 Thble 1. Automatic Distributing ValveAssembþ Headloss Equations Model Series Eqr¡ation OpemtingRange (glm) v,l4ooA H¡:0.085 x q145 10 -40 v46004 H¡:0.085 xql'58 rc -25 v6400A HL: 0.0045 * d + 3.5 x (1 - e4.06q 15 - 70 v66004 H¡:0.0049"d+5.5x(1-"-0'1q ß-70 -o E c) U'v) -co,:JoL -ct- U) U)oJ E(5oI 35 30 25 20 15 10 5 0 v66004 -¿,- / v64004/v44004>-'¿.rt- t/ -/¿.-,tt'-¿¿., -/4 '- -..-JJ ,--1 ã 0510152025303540455055606570 Flow (gpm) Figure 3: Automatic distributing valve assembly headloss curves The Pumping System Although the distributing valve was designed for the irrigation industry it has started to gain fairly wide acceptance in the effluent pumping industry. However, because of the mechanical movements of the valve, it is necessary to take steps to prevent solids from reaching the distributing valve that may impede the operation of the valve. Orenco Biotube@ Pump Vaults - when properly sized and installed - provide the necessary protection to prevent valve malfunction. The Biotube@ pump vault accepts effluent only from the clear zone between a tank's scum and sludge layers and then filters this effluent through a very large surface arca screen cartridge. V/ithout this protection in effluent systems, the valve has very little chance of reliable long-term operation. ilrP-vA-1 Bev.1.2, @ 1l/13 0renco Systems", lnc, Page 3 of 6 Valve Positioning The physical position of the valve in relation to the pump and the discharge point is very important for proper valve operation. The most reliable operation occurs when the valve is placed at the high point in the system and as close to the pump as possible. The transport line between the pump and valve should be kept full if possible. If the line is empty at the beginning of each cycle, pockets of air during filling can cause random rotation of the valve. The valve is particularly vulnerable to this erratic rotation with empty lines that are long and not laid at a constant grade. An ideal valve loca- tion is shown in Figure 4. If the final discharge point is more than about 2 feet above the valve and the system does not drain back into the dosing tank, check valves should be installed on the lines immediately following the valve and a pressure release hole or line should be installed just prior to the valve. This pressure release hole or line can go into a return line to the dosing tank or to a "minidrainfield" near the valve. In order for the valve to rotate reliably, no more than about 2 feet of head should remain against the valve to allow the rubber flap disk to retum to its up position. In many cases, it may take from one minute to several minutes for the pressure in the valve to be lowered enough for proper rotation to occur. Special care should be taken when installing systems controlled by programmable timers to ensure cycling does not occur too rapidly. Figure 5 illustrates a valve assembly using check valves. Pumping downhill to the valve should be avoided unless the transport line is very short and the ele- vation between the discharge line out of the tank and the valve is less than about 2 feet. If the valve is located many feet below the dosing tank, random cycling may occur while the transport line drains through the valve at the end of the cycle. A pressure sustaining valve located just before the distrib- uting valve may overcome this problem in some instances. Valve Assembly D¡scharge lransport L¡ne Dos¡ng Tank Figure 4: ldeal valve location NTP.VA.l Bev. 12, @ lUfl3 0f8nco Systemso, lnc, Page 4 ol 6 System Startup Refer to the Hydrotek Valve booklet that is provided with the distributing valve assembly for the sequencing of the valve outlets. The transport line should always be flushed with clean water before installing the valve. Any sand, gravel, or other foreign objects that may have been in the pipe during installation can easily become lodged in the distributing valve, causing malfunction. With the pump running, alternately close and open the ball valve on the distributing valve assembly to check proper rotation of the valve. (Note: If check valves are used on the lines after the distribut- ing valve, the pump may need to be turned on and offto allow the pressure to be released from the valve.) If visual operation of which zone is operating is not possible, watch the clear pipe on each line for indication of which zone is operating. Discharge Laterals Pressure Release Lìne if h>2r0" Check Vâlves if h>2L0" D¡stributing Vâlve Assembly Transport L¡ne Dosing Tank Figure 5: Valve assembly below final discharge point Maintenance Annually check for proper operation by following procedures listed in the Hydrotek Valve booklet and system startup procedures listed above. Troubleshooting 1. PROBLEM: Valve does not change or cycle to next zone or outlet CAUSE:The stem and disk assembly is not rotating when water flow is turned off and then back on. SOLUTION 1: Ensure that there is no debris inside the cam. Clean and carefully reinstall the cam. SOLUTION 2: If fewer than the maximum number of outlets are being used, check the installation of the cam. Ensure that the stem and disk assembly is not being held down by an improperly installed cam. Refer to the cam replacement instructions. NTP-YA-1 Bev.12, @ l1103 0renco Systemso, lnc, Page 5 ol 6 SOLUTION 3: SOLUTION 4: SOLUTION 5: SOLUTION 6: Remove the valve top and check for proper movement of stem and disk assembly. Check for and remove any debris or foreign objects that may jam or retard the movement of the disk. Check for freedom of movement of stem and disk assembly up and down over the center pin in bottom of valve. Scale deposits may build up on the pin and hold stem and disk assembly down. Clean pin and agarn check for freedom of movement. Be sure that all operating outlets are not capped and that the flow to operating zones is not restricted in any manner. This would cause pressure to build up in the valve and lock the stem and disk assembly in the down position. The backflow of water from uphill lines may be preventing the valve from cycling properly. This can happen when the valve is placed too far below an elevated line. If the valve cannot be placed close to the high point of the system, a check valve should be installed near the valve in the outlet line that runs uphill from the valve and a drain line installed just prior to the valve to relieve the pressure. 2. PROBLEM: Water comes out of all the valve outlets CAUSE: Stem and disk assembly not seating properþ on valve outlet. SOLUTION 1: Check for sufficient water flow A minimum flow rate is required to properly seat the disk as shown in Table 1. SOLUTION 2: Remove the valve top and check the inside walls to ensure that nothing is interfering with the up and down movement of the stem and disk assembly inside the valve. SOLUTION 3: Make sure that the operating outlets are not capped and that the flow to the operat- ing zones are not restricted in any manner. 3. PROBLEM: Valve skips outlets or zones CAUSE:Pumping into an empty transport line - especially downhill - may cause the valve to skip outlets from pockets of air allowing the rubber flap disk to raise during a cycle. SOLUTION 1: Keep the transport line full. SOLUTION 2: If the line must remain empty between cycles, use a larger diameter transport line laid at a constant grade to prevent air pockets from forming. CAUSE: The stem and disk assembly is being advanced past the desired outlet. SOLUTION 1: Ensure that the correct cam for the desired number of zones is installed and that the outlet lines are installed to the correct outlet ports of the valve as indicated by the zone numbers on the top of the cam. NTP-VA-1 ßev. 1.2, @ l1/13 orenco Systcmso, lnc. P¡ge 6 of ı n*-, ñ.-, ñú €D¡stributing Valves Submittal Data Sheet oroncoSyetsmr" lncorporated 1-8m-348-9843 Applications Automatic Distributing Valve Assemblies are used to pressurize multiple zone distribution systems including textile filters, sand filters and drainfields. coupling d¡str¡buting valve Inron clear pipe Top View ball valve olbow Side View elbows Bottom View General 0renco's Automatic Distributing Valve Assemblies are mechanically operated and sequentially redirect the pump's flow to multiple zones or cells in a distribution field. Valve actuation is accomplished by a combination of pressure and flow. Automatic Distributing Valve Assemblies allow the use of smaller horsepower pumps on large sand filters and drainfields. For example, a large community drainfield requiring 300 gpm can use a six-line Valve Assembly to reduce the pump flow rate requirement to only 50 gpm. 0renco only warrants Automatic Distributing Valves when used ín conjunction with High-Head Effluent Pumps with Biotube@ Pump Vaults to provide pressure and flow requirements, and to prevent debris from fouling valve operation. An inlet ball valve and a section of clear pipe and union for each outlet are provided for a complete assembly that is easy to maintain and monitor. Ideal valve location is at the high point in the system. Refer to Automatic Distributing Valve Assembl ies (NTP-VA-1 ) for more information. Standard Models v4402A, V4403A, V4404A, V4605A, V4606A, V6402A, V6403A, v6404A, V6605A, V66064. Nomenclature E l A Ïn¿i"ut". assembly Specifications Number of active outlets Model series: 44 : 4400 series(2-4outlets) 46 : 4600 series(5-6outlets)()4 - 6400 series(2-4outlets) 66 : 6600 series (5-6 outlets) Distlibuting valve Materials of Gonstr¡ction AllFittings: Unions: BallValve: Clear Pipe: V4lùX Distributing Valves: V6/r)fr Distributing Valves: Sch.40 PVC perASTM specification Sch.80 PVC perASTM specification Sch.40 PVC perASTM specification Sch.40 PVC perASïM specifìcation High-strength nonconosive ABS polymer and stainless steel High-strength nonconosive ABS polyme¡ stainless steel, and die cast metal NSU-St-VA-l Bev.3.0. @ 4rO3 Page I ol 2 Distri buting Valves (continued) - :15 àiltt¡ f,Ão ,EnEt 9rE F 810o -tÊ(EJ q) 0 05t015m?5:il!35¡{t/ts5055m6570 Flow{gpm) v66004 ./ v/t400Al-¿ -r' v6400A v46004l-/) / -1 á é '-)ttr? é #v -dató Model Inlet Size (in.l 0úleús Size (in.l Flow ranqe (gpml Max Head {ft.} Min. Enclosure v44024 1.25 1.25 10-40 170 v81217 v44034 1.25 v44UA 1.25 1.25 1.25 170 170 40 40 10 10 v8121 v81217 v4605A 1.25 v4606A 1.25 1.25 1,25 170 170 25 25 10 10 RR2418 VMO2A '1.5 v64034 '1.5 1.5 1.5 15 - 100 15 - 100 345 345 RR241 RR2418 v64044 1.5 1.5 15 - 100 345 RR2418 v66054 1.5 1.5 15 - 100 345 RR2418 v66064 1.5 '1.5 15 - 100 RR2418 NSU-SF-VA-1 Rev.3.0, @ 4/03 Page 2 ol 2 êII 0rifice Shields Applications Orenco@ 0rifice Shields are used in a pressurized distribution system to protect the orifices from bacKill debris that might cause orifice blockage, ùritice shield installed on lateral pipe, standard configuration Shield 0rilice Cutaway view standard contiguration 0rifice Shield Cutaway view, cold weather configuration General Orenco 0rifice Shields snap{it onto laterals. They may be placed on top 0f 0r 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 Gode Diagram Lateral pipe size, nominal 075 = 0.75 in. (20 mm) 100 = 1.00 in. (25 mm) 125 = 1.25 in. B2 mm) 150 = 1.50 in. (40 mm) 200 = 2,00 in. (50 mm) 0rifice shield Material of Gonstruct¡on PVC per ASTM D-1 784 Physical Specifications Model \ .å f L 0s Shield 0.D. in. (mm) Lateralpipe 0.0. in. (mm) 0s075 3.5 (8e)1.05 Qn 0s1 00 3.5 (8e)1 .315 (33) 0s125 3.5 (8e).r.66 (42) 0s1 50 4.5 (114)1.90 (48) 0s200 4.5 (1 14)2.375 (60) Orenco Systemso |nc.,814 Airway Ave., Sutherlin,0R 97479 USA r 80ll-348-98¡fi1 r 541-459-4¡149 . wwworenco.com t{to-sF-0s-1 Rev.1.1, @ 09/14 Page 1 ol 1 Item# SEK-Orenco@ Flushing Assemblies Flushino 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 avaitable following sizes:. 7-" diametero 1.25" diametero 1.5" diameter. 2" diameter in the 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. '-\-/*iffi -"¿:f"'- '' îfAttñY PREf,SSTmc Water & Wastewater. Systems. Products. Service (zts) sss-G7ll fi:iffintY Road 317 Fax: (7Ig) 395-3727 Buena Vista' co 81211 Website: http;//valleyprecast.com/ Email: frontdesk@valleyprecast.com