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Home My WebLink AboutOWTS Spec SheetItem # lill.,l53G2GP {53O Gallon Two Gompartment lnfiltrator@ Poly Tank 7t 175.6' TOP VIEW 24' ACCESS PORT wTH LOCKTNG LrD (31 ztlrTOIALVOr SIDE VIEW o Compliqnt with CSA ond IAPMO Stondordsr PVC rlsers ovoilobler Secondory sofety screen ovoiloble with PVC rlserr Moximum buriol depth is 48"r Minumum burlol depth ls 6"o Tonk is not roted for vehiculor troffic loodingr Exterior of monhole cover includes the following wornlng: "DANGER DO NoT ENTER: PolsON CASES" : Digging Specs i TAT.IKTOP HALF CONTINUOUS ELASTOMETRIC TANR I|{rERIOR SEAMCUP (6E) AucNlGilr DOrlEr(lltl TANK BOTTOM HALFlffihdfrb CI trrotgenrsEAM sEcloN DETATL OUTLETTEE IIIITOTALVOL SEAM CLIP umNo0ruP (rYHQlr! ENDVIEW 16' Long x 7' Wlde lnlet 43" below lnlet 47" Dimensions Length Width , Helght 175.6" 61.7" 54.5"t:ti ffir,rr$frI*n' rilAnnlS r Net Working Copocity lst Comp. ,2nd Comp, , Totol i I rooo s"r , 503 eol , rsos v"r j44 Net Weight 501 lbs. l o o -o-|o o €or' o o .tsOrl gLOTFIEERGLASS SUPPORT ffi;Inc.r$eMce (no,toui{f,of fficoru'$7 P,O.Bo(&5 Fex fr19) srp;nn BHr\E@u?-l W.b.lb! www.vailBypr€d.@fli Emdl: ttonUeet@tdlmmd.mrr WSre Wst wfir o Sytbmt r Ploducils Residential Biotube' Effluent Filters -$o Applications ()ul patcntccl* 4-in. (10O-rnm) Biotubc [,FflLrcnt Filters, Biotubc Jr., Biotulrc In.scrr Iriltcls, and lliotubc llasc Inlct liiltcls arc ideal for rcsidcntial scptic trnl<s ancl hrve l lifc'timc lvirrrunty. Thcy pr.:vcnt largc solicls from lclving thc tank, dramatically inrproving wastcwxtcr quality and extcnding thc iifb of residenrial drainfields. 4-itt. ( I()]-utnt) Biontht' Efihrettt Filrcr 4-in. (100-mm) Biotube Jr. (4: -i u. B ia tult r ca rtritlgr t t'n i I- rthle scpat'rttely rts lnsert l;ilter) 9-in. (200-mm) llast Ittlct ]tiltrr 4-iu. ( I )}-tnttt) lnsert ?-ilter ,*i Orenmi tuperior a/Jhrcnt fihus resist tloryins better tltan all otber brands, Oui stan' dard, "fitll+izcd 4-iu. (/00-nnt) Biotube Efiltmtr liilter ptouidu rnixirttrttrt lortl;-tettn l)r(]teti0n in a contltlate pathage, tuith ltousing. Orrr 4-in. (100-rurt) Biotube.fr., nt half t/tc sizc of our sraudard vndcl, has tuorc.i|ltcrbtg t'apacity thau rhc full-sizcd filters solr{ by other tn,tnuJ)rcftrrus. fbr tnnhs tuitlt existing orilat tues, tlte Bionrbe Inserr Filtt i.r idt:al, Antl.fitr lotu-pnfi/e nutfts, tltcrc'.t tfu Bav Itict Filtcr. ' (lolcred by p.rrcrrL nunrtrers 5,.i92.('.35 ind +,.i3r,l2rl To 0rder Call your nearest C)rcnco Systerns'o', Inc. distributor. For llearest distribr-r- tor, crrlI C)r'enco at 800-348-981+3 or go to www.orenco.com ancl click otr "Distributor Locatot " APS.tT.l Rev.3.4 @ l1l10 0rcnco Systemso, lflc, ::i Standard Features & Benefits . Has 5-10 times more flow area than other brands, so lasts many times longer between clean- ings, increasing homeowner satisfaction . lnstalls in min- utes inside new or existing tanks; extendible tee handle for easy removal 0ptional Features & Benefits . Alarm available, to signal the need for cleaning ' Flow modulating discharge orifices available to limit flow rate leaving tank, mitigat- ing surges and increasing retention time . Custom and commercial sizes available ' Easyto clean by simply hosing off whenever the tank needs pumping . Renroves about two-thirds of sus- pended solids, on average, extending drainfield life . Corrosion-proof construction, to ensure long life . Lifetime warranty Biotube Filtering Process Effluent from the relatively clear zone of the septic tank, between the scum and sludge layers, horizontally enters the Biotube Effluent Filter, Effluent then enters the annular space between the housing and the Biotubes, utilizing the Eiotubes' entire surface for {iltering. Particles larger than the Biotube's mesh are prevented from leaving the tank, Orenco Systems i r ir,. r-rt l..ri.;l :li t-'lJ (.'lurt,lrt.q t1,, \\iirI tJ,, \\'b lr/ | )ot ; \\' i r i r,' tr t r r r r **.,f;rr € www,orenco,cottt Nomenclatures 4-in. Biotube Fifter (standard) FT 04 &in. Biotube Effluent Filter Extendible PVC handle Stainless steel set screws Top seal plate Air Biotube@ filter cartridge Solid base Filter housing 4-in. Biotube Jn Tank wall Cartridga helght:2B" and:16" are slarrdard r lousil-g hOlght: 36" ari{l 44" arO sianlad Filler diamctcr (rches) W ,-. fiis lype 3034 oullet pipe S = fits Schedule 40 outlgt plpe Blank = 1/8'frllrationP - 1/16"fltration Blolube effluert frller series B-in. Biotube Filter (base inletmodel) FT 0822-14 B 0ptions: ijlanl( -= no optlonsM = llow modulation plate lnstalledA = lloat brackct attadlc(l --r- I 0ptions:A - lloat brackct FS = 2'outlct orifice FSO =. 2'outlct orificc and ovcrllcw plate. Basc inlct modol Carlddoe height: 14" slandard Hou6in0 height: 22" standard - Riser wall Filter diameter (inches) 08 =8', Blank = 1/8" fllrationP = 1/1 0' f llration ' Also available \\iiih coupling antl sleeve as a "kit": F=T0VERFLIWKIT t[-in. Biotub€ JL (includes caruiclge and housing) FTJ 04 18 0ptions: Blank = no opljonsM = ilorv modulation platc inslalledA = floal bracket allached Carlr doo hcight (krirlos) Filter dlaarctcr {irrchcs) W = fitslypc3034otltlottecS - fiis S.;hedule 40 outlet loe Blank = 1/B'lltrationP - 1/16'flhntion .lunio' ser'es Bioluhe efilue'lt filler ser:es Biotube efiluent filler ser;es lnseri For custoilrizsd oplofs {e.9., NC :ndicates I lorth Carollr)a reoi0ns) &in. Biotube Filter lnsert (cartridge only) FTi 04 18- ,// = flts iype 3034 outlet teo S = flls Schedule 40 cLtlst tse Carlnd$e he ght (inch,ls) filler diameler iinches) Blank = 1/8" fillralionP ,., i/:6" liltrallon B:olube ofilue,rl f'lle/ selies Distributed lly: Item # TT.54(I.HH Itl-54O lnflltrator@ Pollr Tank wlth l{lgh Head Pump - YYldtr G1.7 .- End Vlor T^IIKD t{ rf osrfnuoulo gcr TAI.IK INTERIOR tEAltct.P 54.F I AlJOiltHtT DOttE TAiIKFTTOT T{AF €EAticuP FI"EAt} LIFniloSTnAF (rYPrc4l.l Mid-Height Seam Section WlrrPrtl Dhsnrd Sectlon Vcv! Meuv DESIGN NOTESo Compliont with CSA ond IAPMO Stondordsr Secondory sofety screen ovoiloble with PVC Riserr Delivered complete with internol pipingr Moximum buriol depth is 48"r Minimum buriol depth ls 6"r Tonk is not roted for vehiculor troffic loodingr Exterlor of monhole cover includes the following worning: "DANGER DO NOT ENTER:POISON GASES" 54.f lrngh ,fotE' fl,s(qlEffi wrDfH t8 a.r 'Scwtoe a ntracE alzclllaile for mdntemna,' Digging Specs lnvert Dimensions Net Wei gh t { l I I Copocity ffir,rrnflgnl6' Long x 6' Wide lnlet Ou tlet Length 64.9"I : I wdth 61.7" Height 47" below inlet invert 47" i, 61 78.6"552 gollons 369 lbs riilDnlE Wrbr& ,r'.^r is.,] "o"-. roCoru.$7 wrrbunbr F{el tsdol P.o.Bo(gF o Syetems r Prcdu6 lu: (r9) 305\Tfut BHn\'h @8121 I InG. r $eMcg mbrlb: t{ttw.ralqmrccastoill Enrll : tonUeO@allqrpnd.snm, Double Walled PVC Riser & tld Optlons Poly Lid (Shtlc load bsled to 5m0 bB). Skld loslstane gurfte . Avallable ln grcen. Hlghcet levcl of W Probcton lndudcd. lncludes g fuem gaeket fur alrtght and watertlght apflioaflonso lnoludcs rquaru drlve scrrrilB b dlamurago unaufiorized enfy. lneulaton panels acfiieve R-l0lnsulatm ratng 2" of lmuhtbn Standad Orenco @ DuraFlberw Access Llds (FLD) Not rooommerded br vehlcr{ar tralfrc 24" and 30" Dlamebrc. Solld, recln{nfueed tlbeiglmc omfrucilonr 2O,(XXl{b brcaklng !fr€ngtr. Stendad grucn or brown colots. Avallable with or wlthout urchane lld gasket. Avallable wlth carbon fi]ffim. 4 shinlese cte€l frahmd socket cap scr€uts & hor key wnncfi. lneulabd llds avallable - ? or4' Double Walled PVC Riser . Avallable ln2O'and 30' Dlam$r. Cut b lengilr. Sold ln +l- 2' lncrumenb. Must be cut between ribe M, lUdrr I Wrrbrebr r Syrbme r Pnrducils hG. o SeMce (7{9} t96{7ot mFco Fut317 P.O.Bu6 Fu: (f19) affrffin H'HP\E@$al W.bdb: rnrw.ralhypncactun Emrll : nontled@tdqpncd.ffin lnfiltrator lM-Series Tank Buoyancy Control Guidance MAY 2019 ffi-FrLr*olgfi' Belore you Begin This document presents a mothod for assessing buoyancy control needs for lnliltrator Water Technologies (lnfiltrator) lM-Serles tanks. Tank buoyancy control measures must be implemented according to state and/or local regulations and approvals, which may supersede these guidelines. lf unsure of the requirements for a particular site, contact the local health department or permitting authority. lf tank buoyancy control measures are implemented, refer to lnfiltrator lM-Series Tank lnstallation lnstructions and Riser Connection Guidance documents, as applicable, for completing the installation. How to Use this Document 1. Using Step 1 , Table 1 , and Figures 1 and 2, verify that the level of uninterrupted saturated soil is below the height of the outlet pipe saddle and determine if buoyancy control is required. 2. Use the approprlale row in Step 2, Table 2 to determine the minimum buoyancy control mothods for the site conditions. 3, Once the preferred buoyancy conkol method is selected, follow the implenrentation procedures provided in Step 3. Step 1 - Delermine Need lor Buoyancy Control Required information: (1) maxlmum helght of uninterrupted saturated soil above the tank bottom; and (2) the depth of soil cover above the tank top, Tank buoyancy control may be required if: . the level of uninterrupted saturated soil outside the tank has the potential to rise 30 inches (750 mm) or more above the bottom of the tank; and . less than 12 inches (300 mm) of soil cover is to be placed as backfill over the tank top. NO BUOYANCY CONTROL IS REQUIRED IF THERE ARE AT LEAST 12 TNCHES (300 MM) OF SOIL COVER ABOVE THE TANK TOP. Depth of Soil Cover Above Tank Top 6" (150 mm) min - 48'' (1,200 mm) max. '13" (330 mm) Outlet Pipo Uninterupted Saturated Saddle: Maximum AllowableSoil Condilions 43' Subsudace Uninterrupled Saturated Soil El€vation (1,075 mm) max. Above Tank Bottom Bottom Table 1 lnstructions 1. ln the lefFhand column of Table 1 , locate the row corrosponding to the height of the uhinterrupted saturated soil elevation outside the tank and above ths tank bottom (Parameter l) for the site conditions. See Figure 2. 2. Follow that row to th€ right until reaching the column corresponding to the depth of soil cover above the tank top (Parameier ll). See Figure 2. 3. lf the tank model is listed in that cell, then buoyancy control is required (proceed to Step 2). lf the tank model is not listed in that cell, then no buoyancy control is required. 4. lM-Series tanks shall not be installed where the uninterrupted saturated soil level outside the tank exceeds the height of the outlet pipe saddle. Table 1: lnliltratorTank Models' and Conditions Requiring Euoyancy Control Parameter l: Position of uninterrupted Batureted soll conditions above tank bottom Paramoter ll: Soll cover depth above tank top' A B 6 in {150 mm} to 12 in (300 mm) Abovo 12 ln (300 mm) 1 Above oullet plpe saddle' (gr€ater than 43" [1,075 mmll Do not install tank Do not install tank 2 96" (900 mml to 43'(1,075 mm) {to outlet plpo ssddl6)All models Not Required 3 30" (750 mml to 36" {900 mm)tM.1530 Not Required 4 L€ss than 30" (750 mm)Not Requirad Not Required NOTES: 1. lnfilirator tank models include: lM-540, lM-1060, and tM-1530. 2. Minimum 6 inches (150 mm) soil cover backfill is required. 3. lM'Series tanks shall not b6 installed where the unlnterrupted saturated soil outside the tank €xceeds tho height of the outlet pipe saddle. See Figure 1. For lndiana installations, if the depth of uninterrupted saturated soil conditions cannot bo determined from the $it€ soil evaluation roport or oiher sito-related data and other information indicates the possible presence of a perched ground wat€r table, no buoyancy controls are requlred. Parameter ll Depth Of Soil Covar Above Tank Top Parameter I Posltion of Soil Above Tank Top Figure l: Limitations When Saturated Soil Conditions are present Above Tank Eottom Figure 2: Buoyancy Conlrol Paramelers for Table 1 Contact lnfiltrator Water Technologies' Technical Services Department lor aosistance at 1-600-221-4436. Step 2 - Determine Buoyancy Gontrol Method Step 2 is used if the Step 1 analysis shows that buoyancy control is required for thg tank model and installation conditions. The site-specific maximum height of uninterrupted saturated soil outsido of tho tank and above the tank bottom and the depth of soil cover above the tank top must be known to complete Step 2, Table 2 lnstructions For the appropriate tank model, select the desired buoyancy control method under each melhod description column. Refer to Step 3 - lmplementation and Compatible Devices and Products sections of this document for additional iniormation on the buoyancy control methods shown in Table 2. Table 2: Buoyancy Control Method Selection NOTES: 1. See Supplemental Downward Force discussion below 2. lM-Serios outlet pipe saddle height is 43 inches (1,075 mm) above tank bottom (see Figure 1). Supplemental Downward Force The minimum supplemenlal downward force required is included in Table 2 to allow custom buoyancy control methods, These values include a factor of safety of 1.5 applied to the calculated downward force required to restrain the tank. Custom-designed buoyancy control methods shall conservatively consider saturated soil conditions from the bottom-of-tank elevation to ground surface. As long as buoyancy control is provided that supplies ihe minimum downward force listed in the table (for poured-concrete blocks or other methods designed by third parties), the tanks are calculated to be stable for the uninterrupted saturated soil level outside the tank and above the tank bottom and corresponding soil cover conditions. All lnfiltrator strapping and fastening recommendations apply for custom-designed buoyancy control methods. Contact lnfiltrator's Technical Services Department with any questions regarding supplemental downward force requirements, Step 3 - lmplementation Etfective buoyancy control of lnfiltrator tanks requires careful preparation, thorough excavation, precise placement, secure strapping and proper backlilling, as described and illustrated below. Figuro 3: Plan View I I I Excavalion Bequirements It is recommended that the excavation width provide a minimum of 36 inches (900 mm) cloarance beyond the tank on all sides when utilizing buoyancy control. This will allow sufficient space within the excavation to place anchoring equipment and fasten strapping. The excavation should provide a minimum 48-inch (1,200 mm) clearance beyond the tank when using ChancerM No-Wrench Screw Anchors to allow for room to properly install the screw anchors. The actual excavation size shall be determined by the installer. Refer to lnfiltrator lM-Series Tank lnstallation lnstructions for additional excavation procedures. Concrete-filled Half Pipe Gonstruction Concrete-filled half pipe shall be supported with soil or other stabilizing means below the pipe haunches prior to concrete placement. The stabilization shall prevent the pipe from rolling during placement and curing of the concrete. Cotrcrete shall be allowed to cure for a minimum of one day prior to tank backfilling. Placement of Deadmen and Anchors Concreto deadman anchors are to be installed at the bottom of the tank excavation, parallel to the long axis of the lank (see Figure 3). 6'MIN EXTENSION IVIN EXTENSION The deadrnen should be placed close to, but not touching, the tank on both sides of the tank to allow the placement of trackflll between the deadman anchor and tank sidewall (see Figure 4). Figure 4: Soction View (TYPtCAL) PROVIDE ADEOUATE SPACE FOR BACKFILL PLACEMENT BETWEEN DEADMAN ANCHOR AND TANK DEADMAN ANCHOR STRAPPING DEADMANANCHOR (rYPtcAL) Tank Mod€l Paramolor l: Po3ition of uninlerrupted saturated soll condltions abovs t6nk bottom Perameter ll: Soll cover depth above tank lop Mlnlmum supplemontal downwatd torce required' (total, both tank sldesl Buoyancy Control Methodg Concret€-lllled hall pipe (min. l€ngth/ sidol Concrete parking bunperg (min. length/ sido) Concrele lralfic barriors (min,length/ cido) Hellcal anchorg (min. no,/side) Concret€ collar (min. width x min. heishil It\4-540 36 in (900 mm) lo outlet pipe saddle^6ln (150 mm) to'12 ln (300 mm)2,200 lbs (1,000 ks)3.8 fl (1,2 m)3.8it {1.2 m)3,8 ft (1.2 m)2 6 in (150 mm) x I In (225 rnm) tM-1060 36 in (900 mm) to outlot pip6 saddle"6 in (150 mm) to 12 in i300 mm)2,700 lbs (1,225 kg)4.2 ft (1,3 m)4.5 ft {1.4 m)4.2 {t (1.3 m}2 12 in (300 mm) x I in (225 mm) tM-1530 30 in (750 mm) to outlet pipe saddle'6 in (150 mm) to 12 ln (300 mm)4,300 lbs (1.955 kg)6.3 ft (2.0 m)6.5 ft (2.0 nt 6,3 Jt (2.0 m)2 12 in (300 mm) x I in (225 mm) Contact lnfiltrator Water Teohnologies' Technical Services Department for assistance at 1-800-221 -4436, $tep 3 - lmplementation continued Helical anchors should be installed so that the eye loop is level with the bottom of the tank excavation. They must be in lirre with the tank model strapping locations (see Figuro 5) or lifting lugs, as appropriate. Anchors must also be installed at such a distance from and angle to the tank 9o that the strapping is within 5o of alignment with tho anchor shaft per the anchor manufactu rer's recommendations. Figure 5: Strap Positioning lM-540 tM-1530 tM-1060 (1,600 mm)(965 mm) Concrete Collar Backfill the tank to the mid-seam area. Concreie (minimum 3,000 psi at 28 days and minimum 60lo air entrainment) shall be cast in contact with the exterior surface of the tank to allow interlock with sidewall ribs and the mid-height flange. The bottom of the concrete collar shall be cast at the top of the mid-seam flange, SECTION VIEW CONCRETE COLLAR Strapping Proper installation of straps over the tank is critical for tank stability under changing condiiions both inside and outside the tank' Straps must be placed at the specified strapping locations for each model, as illustrated in Figure 5. Strapping locations are embossed on the exterior surface of the tank with the following text: "SHIPPING/ANTI'BUOYANCY STHAP HERE." The lM-Series tank strapping locations correspond to structurally reinforced areas of the tank body. Straps must never be placed over access openings, lids, or inlet/outlet piping. (Straps must be tightened with a ratchet or turnbuckle system to remove slack and slightly pre-load the system). Strapplng Notesr 1, The buoyancy conirol shall be conterod acroso the straps (excludes hellcal anchors). The control shall extend a minimum of 6 inches (150 mm) beyond the maximum strap width (s6e Flgures 3 and 5). 2. The minimum d6adman length corresponds to the tank model-specific strap width plus 12 inches (300 mm). Parts and Supplies The parts and supplies necessary are to be purchased separately from the tank. All parts and supplies are either commercially available or available through lnfiltrator's network of tank distributors, Some parts may require fabricatiolr on site using common construction practicos, General Specifications Compatible Oevices and Product$ lnfiltrator tanks are compatible with the following products for buoyancy control: . Tie-down straps: high-tensile-strength, 10,000 lb (4,500 kg) minimum capacity, nylon or polyester, with corrosion-resistant hardware, . Concrete deadmen anchors: concreteJilled plastic half pipe, precast parking bumper, precast tratfic barrier, or precast block. . Helical anchors: ChancelM No-Wrench Screw Anchors with minimum 6-inch (150 mm) diameter, Class 7 or equal. . Mid-Seam Concrete Collar: cast-in-place concrete (minimum 3,000 psi compressive strength at 28 days and minimum 6% air entrainment). Tie-Down $traps Straps are commercially available in varying lengths and with assorted hardware and tightoning options, Nylon or polyester strapping with minimum 8,000 lb (3,650 kg) capacity is required for buoyancy control use with lnfiltrator tanks. Place straps over the tank at specified locations only (see Figure 5). (Tighten straps snugly with a ratchet or turnbuckle system to remove all slack and slightly pre- Ioad the systsm). All connections, littings, and hardware must be corrosion resistant or coated with epoxy or other corrosion-rosistant matorial6 to inhibit deterioration in the subsurface environment. Consider encapsulating such components in heat-shrink tubing or applying a corrosion-resistant coating prior to burial. Goncrete Deadmen Anchors Recommended concr€te deadmen anchors include filled plastic half pipe, precast parking burnpers and traffic barriers, and precast blocks. The weight ot the deadmen anchors combined with the weight of soil above thom provides buoyancy conlrol when properly secured. D€admen anchors are placed at the bottom of the tank excavation on opposite sides of the tank. The deadmen anchors are fastened to each other with iie-down straps placed over the tank at the locations specilied for each tank model (see Figure 5). 15 in [375 mm] to 18 in [4s0 mm] Steel Rebar Concrete Parking Bumper Use commercially available steel-reinforced parklng bumpers with typical dimensions of 12 inches wide by 6 inches high (300 mm x 150 mm), Weight is 58 lbs/foot (86 kg/m) minimum. Goncrete-filled Plastic Half Pipe Use Scheduls 40 PVC plastic pipe with a minimum inside diameter of 15 inches (375 mm) or HDPE corrugated pipe with a minimum inside diameter of 18 inches (450 mm) cut in half lengthwise. Fill with concrete having a minimum unit weight of 145 lbs/ft'(2.32 metric tons/m') reinforced with three equally spaced 40-grade, 1/2-inch (13 mm) diameter steel bars. Weight is 61 lbs/ft (S1 kg/m) minimum, {din Z ij" \ [1sommt I :ll ,\ t r12in i [300 mml I Backfill and Cover Place backfill between deadman anchor and tank sidewall to fully fill void and tank body corrugations. A minimum 6" layer (150 mm) of suitable cover material is required over all ln{iltrator tank installations. Mound cover to direct surface water drainage away from the tank excavation footprint to prevent filling of the tank excavation with precipitation. Establish erosion- resistant vegetation within the tank installation footprint. Refer to lnfiltrator lM-Series Tank lnstallation lnstructions for complete backfilling and cover procedures. Contact lnfiltrator Water Technologies' Technlcal Services Department for assistance al1-80O-221-4436. Precast Blocks Concreie precaslers can tabricate blocks of various dimensions and weights, Blocks are otten an affordable option if they satisfy the minimum weight requiremonts for use as buoyancy control (see Table 2 and the Supplemental Force section of Step 2 for more information). be aligned properly for each tank model (s€e Step 3: lmplementation), and follow the anchor manufactur€r installation instructions. Concrete Collar A ballast may be constructed along the mid-height seam of the tank using cast-in-place concrete (minimum 3,000 psi compressive strength at 28 days and minimum 67o air entrairrment). Concrete shall be cast in conlact with the exterior surface oi the tank to allow interlook with sidewall ribs and the mid-height flange. Reinforcing steel is not required, but may be added if desired. General lnformation. Prior to ground disturbance, check for subsurface obslructions and utilities in conformance with applicable regulatory requirements.. Excavation safety provisions shall conform to applicable government regulations.. Follow manufacturer instructions for all products arld devices used for lntiltrator tank buoyancy control.. Buoyancy control methods described herein do not account for unanticipated conditions such as surface flooding, temporary inundation or other natural occurrences, unintended removal of cover fill over tank' etc.. Buoyancy conlrol methods described herein are recommendations only; consult a professional engineer {or customized dosigns, if desired. General Specifications contlnued Concrete Trafflc Earrier Use commercially available steel- reinforced concrete traffic barrier or equivalent. Typioal dimensions include a 24-inch-wide base tapering to a 6-inch- wide top, with a height of approximately 32 inches (600 mm x 150 mm x 800 mm), Weight is 390 lbs/foot (580 kg/m) minimum. IN FILTRATOR water technologies l- 2+ in -lI [600 mm] I 32 in [800 mml Helical Anchors ChancerM No-Wrench Screw Anchors with a 6-inch (150 mm) diameter flight, Class 7, or equal, These anchors rely on the shear strength of the soil combined with the weight of the soil above the anchor tlight to provide holding strength. Proper installation is to 4 feet (1.2 nr) below ihe bottom of the tank excavation and to within 5" of alignment with the strap alignment. Determine the proper locations for anchor installation to Bnsure that ti6-down straps will Typical working torque: 3,1" Hod 400 ft. lbs. (542 N.m) '1" Rod 1,000 ft. lbs, (1,356 N.n, 1r./r' Rod 2,300 ft, lbs. (3,118 N m) lnflltrator Water Technologies' LLC ("lnfiltrator") INFILTRATOR.U SEPTIC TANK LIMITED WARRANTY FIVE (6) YEAR MATERIALS AND WORKMANSHIP LIMITED WARRANTY ln(iltrator's iiability specitically excludes the co6t of removal and/of installation of the Tank. ici voun EXcLUstvE REMEDY uinf nedpecr ro ANV AND ALL LossEs oR DAMAGES FESULTTNG FRoM ANy cAUsE wHATSoEvER SHALL 8E sPEclFlED lN $UBPARAGRAPH (a) ABOVE. INFILTRATOR SHALL IN NO EVENT 8E LIABLE FOR ANY CONSEOUENTIAL OR INCIDENTAL DAMAGES OF ANY KIND, HOWEVEF OCCASIONED. WHETHER SY NEGTIGENCE OR OTHEFWSE, SOME STATES DO NOT ALLOW THE EXCLUSION OR LIMITATION OF INCIDENTAL OR CONSEQUENTIAL DAMAAES, SO THIS LIMITA TION OR EXCLUSION MAY NOT APPLY TO YOU, THIS WARRANTY GIVES YOU SPECIFIC LEGAL HIGHTS AND YOU MAY ALSO HAVE OTHER RIGHTS WHICH VARY FROM STATE TO $TATE' (d) THts LtMITED WARRANTY ls THE EXCLUSIVE WARHANTY GTVEN By TNFILTHATOR AND SUPEBSEDES ANY PRIOF, CONTRARY, ADDITIONAL, OR SUBSEQUENT FEPRESENTATIONS' WHETHER OFAL OR WFITTEN. INFILTFATOR DISCLAIMS AND EXCLUDES TO THE GREATEST EXTENT ALLOWEO BY LAW ALL OTHER WARBANTIES, WHETIIER EXPRESS OR IMPLIED, OB STATUTOFY, INCLUDING ANYWAFRANTYOF MERCHANTABILITY, FINESSE FOF A PART1CULAR PURPOSEANDANY IMPLIED WARRANTIES OTHERWISEARISING FROM COURSE OF DEALING, COURSE OF PEBFORMANCE, OR USAGE OF TRADE. NO PERSON (INCLUDING ANY EMPIOYEE, AGENT, DEALER, OR REPRESENTATIVE) IS AUTHORIZED TO MAKE ANY FEPRESENTATION OB WARRANTY CONCERNING THIS PROOUCT, EXCEPT TO REFER YOU TO TIIIS LIMITED WABRANW, EXCEPT AS EXPRESSLY SET FORTH HEREIN' THIS WABRANTY IS NOT A WARRANW OF FUTURE PERFORMANCE, BUT ONLY A WARBANW TO REPAIR OR REPLACE' (e) YOU MAY ASSIGN THIS LIMITED WARBANTY TO A SUBSEOUENT PURCHASER OF YOUR HOME i0' No ne pnEseNTATIvE oF tNFtLTRAToR HAS THE AUTHoRtw ro CHANGE THts LtMtrED WARBANTY tN ANY MANNER WHATSoEVER, oR To EXTEND THls LlMlrED WARRANW' (g) No WARRANTY oF ANy K|ND ts MADE wtrH REGARD To ANy pRoDUcr, coMpoNENTS, DEVtcEs, MEDIA oR TREATMENT uNlrs wHlcH ARE MANUFACTUREo BY orllERs AND ARE INsTALLED IN AN INFILTFATOF TANK, USE OF THESE PRODUCTS ARE AT YOUFI OWN RISK. (h) THE TNFTLTRATOR TANK tS DES|GNED TO BE BUBTED UNDERGROUND. NO WAHRANTY OF ANY KIND lS MADE lF YOUR TANK lS NOT BUBIED UNOERGBOUND AS SPECIFIED lN THE PRODUCT'S INSTALLATION INSTRUCTIONS. CONDITIONS AND EXCLUSIONS the installation in6tructions and di6pbsing of chemieals or other fiat€rials contrary to normal tank usage. prior to th6 purchase of a Tank. 4 Buslness Park Hoad P,O, Box 768 Old Saybrook, CT 06475 860-577-7000 . Fax 860-577-7001 1-800-221-4436 wwwinf iltratorwater.com inf o@ i nliltratorwater,com trad6mark of TUF-TITE, lNC. Ultra-Rib is a trademark of iPEX lnc. 02019 lnfilhatorwaterTechnologies, LLC All rights reseryed. Printed in U S.A. TANKo3 05'19 I I Biotube@ ProPak Pump PackagerM 60-Hz Series Pump Packages Control pancl General Orcnco's Biotubec ProPak ' is a complete, integrated pump package lor filtering and punping effluent from septic tanks. And its patented punrp vault technology eliminates the need for separate dosing tanks, This document provides detailed information on the ProPak pump vauft and filter, 4-in, (100-ntnt) 60-Hz tLrfuine effluent pump, and control panel, For more information on other ProPak components, see the following 0renco technrcal documents: c Float Switch Assentlslies (NSU-MF-MF-1) . Discharge Assernblies (NTD-HV-HV-1 ) . Sttlice Eoxes (NTD-SB-SB-1) o External Splice Box (NTD-SB-SB-1) Applications I he Biotube ProPak is designecl to filler and pump effluent 1o either gravity or presstrrized clischarge 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 allor,v the effluent filter to be removed for cleaning rryithout the need to remove the puntp vault or punrp, simpli- fying servicing, Complete packages are available for on-clentand or timed dosing sys- tems vrith floi,rr rates of 20, 30, and 50-gpnr (1 ,3, 1,9, and 3,2 Usec), as well as wiih 50 Hz and 60 Hz power supplies, $tandard Models BPPzODD, BPPzODD-SX, BPP3OTDA, BPP3OTDD-SX, BBPP5OTDA, BPP5OTDD.SX Product Code Diagram BPP L:l [l SlaIca d 3lalk - cptions: 57-in. 11t18-trrn,varlt lrsig'lt, irtenal splice box. slan0gd alisrha!'qe asserlhl! 66'hr. i1 72; "rrrr) lault ireirJ:rt 4/ienial rl)llce blx cokl \reallrer dis:h:,r ge nssenbly = d a rback dijclri'ge assenr:Jly = carn bc( [lFV = r0r]-nc1 ,Iy fl( at Cr:rlrrl failrl applilai.'rl 0) :oiird|J-doiriJ lllA lii€ri"los -!, r.r0l0g I lrer ll)') - li,lxi {l)sll0, (lUitrl Ii'r0t, rril)Jal t |10 'ro:cr 3. ii, lOts P,t ru'lu,v rulr, 'ot'ritral; ?.{) 2() E0 ll (1 ,ll Li$e{, 30 aJo qnr (r ,i) I /,tor) !0 = 50 gp n (3,2 i /sec) [xternal splice box (0ptional; internal splice box comes standard.) Riser lid (not includerj) Riser (nut includeci) Dischargc assemlrly Floal bracket Srrpport pipc I I -t I.t PLrntp varrlt Float stem Floats Floal. collar Vault inlet holes 4-in. (100-mm) tuttine effluent purlp BiotLrtlce lilicr cartridge Pump liquid end Punrp ntotor 68 .cx iv/ DBI Biotube@ ProPakrM pump package components. B o lbl: ProFirk' J"nJ raull orenco Systemso lnc. ,814 Aimay Ave,, Sutherlin, 0R 97479 USA | 800-348-9843 . 541-459-4449 . wwwotenco.com NTD.BPP-1 Rev,1,2, o 08/14 Page 1 ol 4 Orenco ProPak'" Pump Vault Biotube@ Filter Cartridge Materials ol Construction Materials ol Construction Vault body Polyethylene Filter tubes Polyelhylene Support pipes PVC Cartridge end plates Polyurethane Dimensions, in. (mm)Handle assembly PVC A - Overall vault height 57 (1 448J or 68 (1727) Dimensions, in. (mm) B - Vault diameter r 7.3 (4s9)A - Caftridge height 18 (457) C - lnlet hole height 1e (475)B - Cartndge width 1 2 (305) D ' lnlet hole diameter (eight holes total)2 (50)Performance E - Vault top t0 suppOrt pipe bracket lrase 3 {76)Biotube@ mesh opening 0.125 in. (3 mm)" F - Vault bottorn to filter cadridge base 4 (1 02)Total fllter flow area 4.411, (0,4 n2) Total filter sudace aroa 14.5 ft2 (1,35 m2) Maximum flow rate 140 gpm (8,8 I /sec) '0.062-iil. (l,6rnnt) lillet nesh available I D AC -r E B F-- B *-**{ ProPakrM pump vault (shown with Biotube lilter and eflluent pump) Biotube@ fllter cartridge (shown with float switch assembly) NTD-BPP.I 0renco Systemso lnc.,8l4 Airway Ave., $utftorlln,0R 97479 USA r 800-348-9843 . 541-459-4449 r www.oronco,com Rev.1.2, @ 08/14 Page 2 ol 4 E T A I Orenco 4-in. (100-mm) Turbine Etfluent Pumps Orenco's 4-in, (100 mm)Turbine Effluent Pumps are constructed of lightweight, conosion-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 sa{ety 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 motor cable (sultable for Class 1, Division 1 ancl 2 applications), Materials of Construction Discharge:Stainless steel or glassjilled polypropylene Dischargebearingl Engineeredthermoplastic(PEEK) Diffusers:Glass-lilled PPO lmpellers Acetal (20-, 30-qmp), Noryl (50-gpm) lntake scresnsi Polypropylene Suclion connection: Stainless steel llrive shaft:300 series stainless steel Coupling Sintered 300 series stainless steel Shell 300 series stalrrless steel Lubricant:Deiorrized water and propyletrc glycol Specifications 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 (gpnr or Usec) and pressure [DH), providing a graphical representation of a pump's performance range, Pumps perform best allhek 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 5$51 \ E :::l \t \\ 140 qJg 120 sF'* E IB e80qt (Ea^\ ! G.E 40 43 0rsrE E ':rotci E248s CI IRtr'-(E\E tzG .a 6 Nom. flow gpm (Usec) Length ln. {mm) Weight rb (kg) Discharge lmpellers ln., nomlnal I r0 20 30 40 50 60 10 Flow in gallons per ninute (gpm) 20 (1 .3) 225 (5721 26 (1 1) 1 ,25 4 30 (1 .e) 21 .3 (5411 25 0 1) 1 .25 50 (3.2) 20.3 (516) 27 (12\ 2.00 2 Pedormance Nom. floW gpm (Usec) hp (kW)Design flow amps Bated cycles/day Min liquid level, in, (mm) 2 20 (1,3) 0,5 (0.37) 12.s 300 18 (457) 300 20 (508) 300 24 (610) ' Dischatge is femalc NPT thrcadad, U,S, n1mhal size, I0 accomnodale jrcnc1'' disckarge hose and vai\/e assefih\es. Ccnsull)'0u 0renco Dislilhulor about iitlings l0 r1nnecl dis1ltatIe asse|bllss i0 Dvlric'si?e(l !)iping. ? I'linhnunt liqriid lev,l is fot sitlgle punlps when iDsidiled in an qrencoBi)tLbet ProPaktLt Punp Vault. 30 (1.e) 0,5 (0.37) 1 1,8 50 (3.2) 0.5 (0.37) 12,1 orenco Systemso |nc.,814 Ain,lray Avo., Sutherlln,0H 97479 USA . 800-348-9843 . 541-4594449 . www.orenco,com NTD.BPP.l Rov, 1,2, @ 08/i4 Page 3 ol 4 Orenco Control Panel (Demand Dose)Control Panel (Iimed Dose) 0renco's ProPaK'' demand dose control panels are specifically engineered for the ProPak pump package and are ideal for applications such as demand ciosing from a septic tank into a conventional gravity drainfield, 0rrnco's ProPak timed dose control panels are speci{ically engineered for tho ProPak pump package and are ideal for applications such as timed dosing front a septic tank into a pressurized drainfield or mound, Analog or digital timers are available. Materials ol ConstructionMaterials of Construction Enclosure Uv-resistant fiberglass, UL Type 4X Fnclosure UV-resistant flber0lass,UL lype 4X Hinges Stainless steel Hinges Stairiless steel Dimensions, in, (mm)Dimensions, in. (mm) A - Heisht 11 ,5 (290)A - Heisht 11 .5 (290) B - Widtlr s.5 (240)B - Width e.5 (240) C - Depth 5,4 (1s5)C - Depth 5,4 (135) Specifications Specifications Pancl ratings 120V,314 hp (0.56 kttV), 14 A, single phase,60 Hz Panel ratings 120V,314 hp (0.50 kW),14A, sinsle phase,60 Hz 1. Motor-start contactor 16 FLA I hp (0,75 kW) 60 Hz; 2.5 million cyclos at FLA (10 million at 50% of FLA) Dual-mode Programmable {or timed- 0r demand-dosing (digital timcd-rlosing pancls only) 2. Circuit 1 20 V, 10 A, 0FF/0N switclt, Sitqle pole breakers 3, To0gle switch Single-pole, double{ltrow HOA switclt, 20 A 4. Audio alarnt 95 dB at 24 in. (600 mnr), warbletone souttd, UL Type 4X 5. Audio alarm 120 V automatic reset, DIN rail ntount silence relay 6. Visual alarn'l la. Analog timer (not shown) I 20 V ropeat cycle from 0.05 scconds to 30 hours. Separate variable controls for OFF and 0l'i time periods "lb. Digital timer (showrr below) 120-V programmalle logic trnit with bLrilt-in LCD screen ancl programrning keys. Provides control functions and timing for panel operation 2. Motor-start conlactor 16 FLA t hp (0./5 kV4,60 Hz; 2,5 million cycles at FLA (10 milliorr at 50% of Fl-A)ZB-in, (22-mm) diameter red lens, "Push{o-silence," 1 20 V LED, UL Type 4X 3, Circult breakers 1 20 V, 10 A, 0FF/0N switclt. Sittgle pole 1 20 V 4, Toggle Suritch Single-pole, double-throw HOA switch, 20 A 5. Audio alarm 95 dB at 24 in. (600 mm), warble{one sound, UL 4X 6. Visual alarm 7 l9-in. (22-mml diameler red lens, "Push-to'silence", 1 20 V LED, UL'Iype 4X o Control panel, demand-dose Control paneL timed-dlse (digital timer model shown) t',TD.Bpp-l orenco Systomso lnc,,8t4 Airwsy Ave., Sutheflln,0R 9747s USA . 800-348-9843 . 541.459-4449 | www.orenco.com Rox 1.2, O 08/14 Pag€ 4 ot 4 @ ffio PF Series $-inch (1 00-mm) Submersible Effluent PumP$ Orenco Applications Our 4-inch (100-mm) Submersible [ifluent Pumps are designed to lranspon screened eflluent (vuith low TSS counts) from septic tanks or separate closirtq tanks, All our pumps are constructed of liglttvueight, conclsion-resistant stainless steel and engineered plastics; all are {ield- serviceable ancl repairaltle with comnton tools; and all 60-Hz PF Series models are CSA cerlifiecl t0 the U,S, and Canadian safety standards for effluent pumps, rneeting UL requirements. 0renco's EfflLrent Punrps are usecl in a variety of applications, inclLtding pressurizecl clrainlielcis, packed bed filters, mounds, aerobic units, e{flueni irrigation, effluent sewers, wetlands, lagoons, and more. These pumps are clesignecJ to be usecl v,tith a Biotube"" pump vault or after a secondary treatnrent system, - DisOllargeCOnrrectiott -- Bypass 0rifice Franklin Liquid tind Franklin Super Stainless Nlotor Featu res/Spec ilications To specify this pLrnrp for your installation, reqLrire the folloling; . Minimunr Z|-hour run-dry capability lvith no deterioration in pump life or performance* . Patentecl 1zB-inch (3-rnn) bypass Orifice t0 ensure florru recirculation for motor cooling and to prevent air bind . Liquid encl repair kits available {or better long-term cost of ownership . TRI-SEALTII floating impeller design on 10, 15, 20, and 30 gpnt (0,6, 1,0, 1,3, and 1,9 Usec) models; floaling slack design on 50 and 75 gpm (3.2 and 4.7 Usec) models . Franklin Electric Super Stainless nrotor, rated lor continuoLts use and {requent cycling . Type S00W 600-V motor cable . Five-year vriarranty 0n pump or relrofit liquid end from date of manu- facturB against defects in rriaterials or t'vorkmanship ' Not applinble f$ 5'rp 13./3 kll ntjdeis Standard Models See specifications charl, pages 2-3, for a list of standard puntps, For a complete list of available pumps, call 0renco. Product Code Diagram PF t l - Suction Conneclion --r" I { Cord lcrrgtlr, lt (rrr): Blarrk = 10(3)30 = 30 iO) ttanreplalo: zn = 20 (j) 50 = 50(15) Volla0e,I 1l 5' 2 200 460 200 42301 Frcqucncy: 1 ,. silgle-phasc 60 I lz 3 = tl ree-pl ase 6i) Hzj = single-phase 50 Hz l-lorsepov'/er (kW)l 03 = %ip(0,25) 07 '- % trp ({J.50) 1 5 = 1'1.i ltp (1 .1 ilt) = 3lrc(2.24) Norr^inal flow, grn il/sec): 1) 05 =, 1, hp 10 .. 1 llp 2l) = 2lttt 5(J = aj hp (0.37) (0.75) (' ,50) (3.73) 10 = 10 p,6) 20 = 20 11,3)b0 b0 (3.2) 15 = 15 (1.0) 30 = 30 (1,9)/5 /5(4,/J ,@:. LRBOSBO 1F2rJ53896 ):.,'l!a, t.,(.1b\ Fnanklin Electric Punrp, Pt- Series ' 1?-lrfr (1,3/ r,!Vl i nli 220 vrlis fir Il I li ')L,illpi-lk,t:: 2l-lQJi clids ar u ava llllla cnl, l0r s''lul0-pl t.s0 |rljrllp3 lhl JL! ] l'i2 I r grenco Systemso lnc. ,814 Airway Ave,, Sulherlin,0R 97479 USA . 800-348-9843 . 541'459'4449 ' wwworanco.com NTD'PU'PF'I Rev, 2,2, @ 09/1 4 Page 1 of 6 Orenco (ltE $o o o (!E 6.t ! EDo = o o =.F.c E.s' E o o-'He oh 3si5h 6 o oo. oEI E6xGE 3o 60frgc!6 *gEg ;F* €2,5 < 6)6fit f; Specifications,60 Hz o3oao 9. -9 Fv Er =o.!i, dJa6dt\ Pu Model PF1 0051 1 I 115 1 61 tn,26 (2) PF1 0051 2 10 (0,6) 0.50 (0,37) 1 230 240 6.3 6.s 6 1 % in. CFP 23,0 (660) 16 (406) 26 (2) 300 PF10053200 10 (0,6) 0.50 (0.37)3 200 208 3,8 3.8 0 1 % in. GFP 23.0 (660) 16 (40tj) 26 t1'2\ 300 Pr100712's 10 (0.6) 0.75 (0.56)1 230 24A 8.3 8,3 B 1 % in. GFP 25.9 (658) 17 (432) 30 (14) 300 PF10073200'5 10(0.6) 0.75(0.56)3 200 208 5,1 5.2 B 1 % in. GFP 25.4 (645) 17 $32) 31 (14) 300 PFl{110125'6 10(06) 1,00(0,75)1 230 240 0.{j 9.6 0 1 % in. GFP 27.9 (700) 18 (457) 33 (15) 100 PFl0103200 ' 6 10 (0,6) 1,00 (0.75) 3 200 208 5.5 5,5 I I Z in. GFP 27.3 (693) 18 (457) 37 (,17) 300 PFl0201 2 5 'r 7 B 10 (0.6) 2.00 (1 .49) 1 230 240 12j 12.1 1 I 1 1/+ in. SS 39.5 (1003) 22 (559) 48 t22I 100 PF102032 s '{i 6 10 (0.0) 2,00 CI .49) 3 230 24Q 7 ,5 7 .6 18 1 7+ in. SS 37.9 (903) 20 (508) 44 (20]r 300 Pt 10203200.u,8 10 (0,6)2.00 (1.49) 3 200 208 8.7 8] 18 1 i4 in' SS 37,9 (963) 2A 30044 \20\ PF1 5031 1 15 (1 ,0) 0,33 (0.25)1 115 120 8,7 8.8 3 1 1zq in. GFP 19.5 (495)15 (380) 23 (10) 300 PFl 503i 2 ls (1,{J) 0,33 (0.25) 1 230 240 4.4 4.5 3 1 % irr. GFP 19.5 (495) 15 (380) 23 (10) 300 Pt20051 l 20 (r .3) 0.50 (0.37) 1 I 15 120 12,3 12.5 4 1 /l in. GIP 22,3 (566) 18 (457) 25 (11) 300 PF200512 20 (1,3) 0 50 (0 ,3h 1 230 24a 6.4 6,5 4 1lqin'GFP 22'5(572) 18 (457)26\121 300 Pr20053200 20 (1.3) 0.50 (0.37)3 200 208 3] 3.8 4 1 % in. GFP 22.3 (566) 18 (457) 26 l12i 300 Pr201012',5 20(1,3) 1,00(0.75)1 230 240 10.5 10.5 7 l kin.GtP 28,4 (72\ 20 (508) 33 (15) 100 PF20103200' :' 20 (1.3) 1,00 (0,75)3 200 208 5,8 5.9 7 1 tA ut.GFP 27.8 (706\ 20 (508) 33 115) 300 Pt201512 't' 20 (1 .3) 1.50 (1.11)1 230 240 12,4 12,6 I 1 % in. GFP 34.0 (864) 24 (610) 41 (19) 100 PF201 53200 ' . 20 (1 .3) 1,50 (1.1 l) 3 200 208 7 .1 7 ,2 I 1 % in. GIP 30 7 (780) 20 (508) 35 (16) 300 PF30051 1 30 (1 ,9) 0,50 (0,37) 1 1 15 120 l1,B 11.8 3 1%in.GFP 213{541) 20(508) 28(13) 300 PF30051 2 30 (1 ,0) 0.50 (0.37) 1 230 240 6,2 b,2 3 1 % irr. GFP 21.3 (541) 20 (508) 25 (11) 300 PF30053200 30 (1,9) 0.50 (0.3i)3 200 208 3.6 3.6 3 1 % in. GFP 21.3 (541) 2.0 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) 2S (13) 300 Pt-30073200 30 (1.9)0.75 (0.50) 3 200 208 4.9 4.9 5 1 % in. GFP 24.6 (b25) 21 (533) 30 (14) 300 Pt-301012 ' 30 (1 .9) 1 00 (0.75) 1 230 240 10.4 10,4 6 1 /,r in. GFP 27.0 (680) 22 (55s) 32 (15) 100 PF301 03200 ' 30 (l .g) 1,00 (0.75) 3 200 208 5.8 5.8 6 1 % in. GFP 26 4 (671) 22 (559) 33 115) 300 PF301512''ri 30(1,9) 1,50(1.11)1 230 240 12.6 12.6 B 1 % irr. GFP 32I (u33) 24 (610) 40 {18) 100 Pr301 53200 ' , 30 (l ,9) 1,50 (1 ,1 1)3 200 208 6,9 6.9 8 1 1/l in. Gl"P Zs'B V57) 22 (559) 34 (15) 300 PF301534 ' 5 30 (1 .9) ',l.50 (1.11) 3 460 480 2.8 2.8 B I l/+ in. GFP 29,5 (685) 22 (559) 34 (15) 300 P\3A2U25 6 | 30 (1 .C) 2,00 (1.49) 1 230 24Q 1 1 .0 1 1 .0 10 1 7.r in, SS 35.5 (902) 26 (tj60) 44 120) 100 PF30203200'6 30(1.9)2 00 (1,49) 3 200 208 9.3 9.3 10 1 7a in. SS 34.0 (864)24 (610) 41 (1s) 300 PF30301250.,8 30(1,9)3,00 (2.23) 1 230 240 16.8 16,8 14 1 r/a in SS 44.5 (1i30)33 (838) 54 \241 100 PF303032 ri 6 ii 30 (l.U) 3,00 (2.23) 3 230 240 10,0 1 0.1 14 1 % in, SS 44 3 (1 125) 27 (680) 5'2 124\ 30t) PF?05012507I 30(1,9) 5,00(3.73)1 nA 240 25.6 25,8 2:l 1 % in. SS 66'5 (1689) 53 (1346) B2t37l 100 pF3050?2 5' (J, ir 30 (1 .9) 5.00 (3.73)3 230 '240 16,6 i 6,6 23 1 7+ in. SS 60 B (1 544) 48 fl 219) 66 (30) 300 PF30503200 : tr e 30 (1,9) 5.00 (3.73)3 200 208 18.7 18.7 23 1 % in, SS 60'8 {1544) 48 (1219) 66 130) 300 PF50051 1 50 (3,2) 0.50 (0.37) 1 115 120 12j 12.1 2 2 in. SS 20,3 (510) 24 (010) 27 \12J 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 (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 (010) 28 (13) 300 PFs0053200 50 (3.2) 0,50 (0.37) 3 200 208 3.7 3] 2 2 in. SS 20,3 (516) 24 (610) 28 (13) 300 PF500534 50 (3,2i 0,50 (0,37)3 460 480 '1 .5 1 .5 2 2 in, SS 20,3 (516) 24 (610) 2B (13) 300 PF50071 2 50 (3.2) 0 7{r {0.56)1 230 240 8,5 8.5 3 2 irr, SS 23.7 $A2]r 25 (635) 31 (14) 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 {1s) 3oo PF50073200 50 (3,2)0,75 (0.56) s 200 208 4.9 4,9 3 2 in. SS 23.r (587) 26 (660)32 115) 300 NTD.PU-PF-1 Rev.2.2, O 00/14 Page 2 ol 6 orenco Systemso lnc,,814 Airway Ave,, Sutherlin, 0R 97479 USA . 800-348.S843 . 541-459-4449 . wwworenco.conr Orenco (g ?, -91o o€o 6E -v It EDo = o .!l !t 3c'.E= E.d E 6E ^9 o-.He ol:hF o=clG e,o o CL IAe E(gxdE B.e .Et 4a=(Dts6d gs EH' EE o .A G'f Specifications, 60 Hz (continued) ct6 .:, o6thot \r o 'o4(uq o sx o CD6 o (' Eo Model 460 480 .B 1(1 4) 300 PF501 01 2 50(3,2) 1,00(0.75) 1 230 240 '10,1 101 4 2in,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 s0 {3.2) 1.00 (0,75) 3 460 480 2.2 2.2 4 2 in. SS 26.4 (671) 26 (660) 3S (18) 300 3,00 (2,23) 3 200 208 13.1 13,1 B 2 in. SS 43.4 (1102) 30 (762) 55 (25) 300 pF5015124 50(3.2) 1,50(1,11) 1 230 240 12,5 12.6 5 2in.SS 32,5(826) 30(762t 41 (19) 100 PF501532004 50 (3.2) 1 ,50 (1.11) 3 200 208 7.0 7.0 5 2 irt. SS 2s,3 Q44) 26 (600) 35 (16) 300 pF503012,.5',s 50 (3,2) 3,00 (2,23) 1 230 240 17,7 17.7 I 2 in. SS 43.0 (1092) 37 (940\ 55 (25) 100 PF50303200'5 8 50 13,2) PF503034 '5 $ 50 (3.2)3.00 (2.23) 3 4t'0 480 5.3 5.3 B 2 irt. SS 40,0 0 016) 31 Ven 55 (25) 300 PF505012 j'r.7 ! 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 ic I ! 50 (3.2) 5.00 (3.73)3 230 240 16,5 16,5 13 2 in. SS 59.3 (1506) 49 t1245j 64 (29) 300 PF751 01 2 75 (4.7) 1 .00 (0.75) 1 230 240 9.9 10,0 3 2 itr, SS 27.0 (686) 27 (680)34 (15) 100 Pr7fi512 7s (4.7) 1.50 (1.11) 1 230 240 12,1 12.3 4 2 in, SS 33,4 (848) 30 (762) 44 (20) 100 Specifications, S0 Hz Pump Model FFi00552 10 (0$) o,so 10.:zr 1 zzo 230 3.9 4,1 6 i % in. GFP 23,0 (584) 17 (432\ 26112) 300 PF100752 r5 10 {0.6) 0,75 (0,56) 1 220 230 6.2 6.2 I 1 /q in. GFP 268 17 (432\ 30 (14) 300 PF1015525,r 10{0.6) 1.50(1.11)1 220 ?30 10.5 1 1.4 18 1 % in. SS 39 5 (1003) 22 (559\ 46 (21) 300 PF300s52 30 {1.9) 0.50 (0,37) 1 22A 230 4,1 4.1 4 1 /+ irt. GFP 225 (572) I s (483)26(12) 300 PF300752 30 {1,9) 0.75 (0,56)1 ?20 23Q 6,1 6.1 5 J /+ in. GFP 24.8 (630) 19 (483) 29 (13) 300 PF301 052 30(l.9) 1.00(0,75) 1 22A 230 7.4 7.4 7 1Ynin.GFP 28.4(21\ 20(508)32 (15) 100 PF301552',, 30(1.9) 1.50(1,11) I 220 230 9.3 9,3 B 1%in,GFP 35,4(899) 24(610) 40(18) i00 PF500552 50 (3,2) 0.50 (0,37) 1 220 230 4.0 4.0 2 2 in. SS 20 3 (516) 25 (63s) 29 (13) 300 PF500752 50 i3.2) 0.75 (0,56) 1 220 230 6.3 6.4 3 2 in, SS 23.7 (602) 25 (635) 31 (14) 300 PF50 r 052 50 t3.2) 1 .00 (0.75) 1 220 230 7 .3 7 .4 4 2 irr. SS 27,0 (086) 26 (660) 35 (1 6) 100 PF501 552 s0 (3.2)1.50(1,]1) 1 220 230 9,1 9,1 5 2in.SS 32,5(826) 30(762) 42(1s) 100 PF751 052 Disbih,lat ah1Dl liliit]s b milnccl liosF and vdhc asseililics i0 n;ebi;'s;/P t l)iPt:n! t.l6ncD lat ntue i;tknntation. 3 lvei(thl ,jchdes ca'ion a1d l!1-li !3'nt) c0(0. ,t l lilJh-p|dssue (lischarge assetnbly reqtitcd. !1 00 Tr trsc ca?)-lock 1tttbn (l)) oq distlflgp assenhh. {j Cusicni (liscllarge asscnbly rcqtied fcr thlse fluxlps, A1nfu;t 1rcnio, 7 Capa)iu pat:k (s)i,i selaratety ct iEtaldd it a cLtst)D] ccntel palu|l) leqL.irel l1t this pL!t00. Conla$ AHtltJ. IJ fltque l)cks ate arailalle tor all puntps. and ate sltptl;ad vlith s"hp and 5'l1p pun\s, NTO.PU-PF.1 Rev.2,2, O 09/14 Page 3 ol 6 75 \3.21 1 00 (0,75) 1 220 230 7 ,3 7 ,3 4 2 in, SS 30.0 (/62) 27 (6861 34 (1 5) 100 0renco Systemso |nc.,814 Airway Ave,, Sutherlin,0R 97479 USA . 800-348-9843 . 541-459-4449 . wwworenco.com Orenco Materials of Construction Disclrarge Glass-filled polypropylerre or stainless sleel Disclrargebearing Engineeredthenroplastic(PEE$ Diffusers Glass-filled PP0 (Noryl GFN3) lnrpellers Celcon@ acetal copolyrner ott 10-, 20, ancl 30-gpnr nrodels; 50-gpm itnpellers are Noryl GFN3 lntake screen Polypropylene Suctionconnection Stainlesssteel Drive shaft 7/16 inch hexagonal stainless steel, 300 series Coupling Sintered stainless steel, 300 series Shell Stainless steel, 300 series lvlotor Franklin m0t0r exterior constructed of stainless steel. Motor filled with deionized water and propylene glycol for constant lLrbrication, Hermetically sealed molor housing ensures ntoisture-free windings, All thrust absorbed by Kingsbury-typs lhrust bearing, Rated for contirtuous duty. Sinole- phase motots and 200 and 230 V 3-phase motors equipped with surge arrestors for aftled secLtrity. Single-phase motors through 1.5 hp 0 ,1 1 kW) have bullt-in thermal overload protection, which trips al ?03-221' F (95-1 05' C) Using a Pump Curve A puntp curre helps you determine the best pump for your system, Pump curves show the relationship between flow (gpm or Usec) and pressure (total dynamic head, orTDH), providing a graphical representation of a pump's optimal perforn'rance range. Pumps perform best at their nominal flow rate - the value, measurecl in gpm, expressed by the first two numerals in an 0renco pump nontenclature, The graphs in this section show optimal pump operation ranges with a solid line, Flow flow rates outside of these ranges are shown with a dashed line, For the ntost accurale pump specification, use Orenco's PumpSelect'' software, Pump Curvesn 60 Hz Models 160 140 170 100 80 60 40 20 (ue sa \(Il ru€(t G li! lE e 800 700 q)s .S 600 fl soo ! S aoo.G $ Fr*:f zoo IE e 100 0 0 2468101214 Flow in gallons per minute (gpn) 369121518?1 Flow in gallons per minute (gpm) 16 0 24 PFIO Series, 60 Hz, 0.5 - 2.0 PFr007 w/Tc"llow controller PF|S Series,60 H2,0.3 hp qq NTD"PIJ.PF.I Rov,2,2, o m/14 Page 4 ol 6 orenco Systemso lnc,,814 Akway Ave., Sutherlin,0R 97479 USA r 800-348-9843 . 541-459-4449 . wlvw,olenco,com Orenco PF20 $eries,6ll Hz,0.5 - 1.5 rF2010 IPF 60 Hz Models (continued) 5r01520253035 Flow in gallons per minute (gpml s00 800 qt* zoo F ooo\th I soo qrqo 400 E(!I 300 ! s 200e 100 400 350 q)es 300 tf zso E3 zoo.t t! F 150 :: 1oo(E .cl 50 100 90 qt.s80 =70oS. 60Eae50 $'E 40 Es30 E20 t0 450 400 qr* eso $ soost ! 250Gqr .o 200 E 150:! E 100 e 50 0 t; PF30 Series,60 H2,0,5 - 5.0 hp E t Z) .) 16 rl s $ 0 40 510152025303540 Flow in gallons per minute (gpml 45 PF50 Series, 60 Hz,0.5 - 5.0 hp IJ PF50t5 10 20 30 40 50 60 70 80 90 FIow in gallons per minute (gpm) PF75 Series, 00 Hz, 1.0 - 1.5 hp -:: r0 20 30 40 50 60 70 80 90 100 Flow in gallons per minute (epml 0 0renco $yslemso 1nc.,814 Alrway Ave,, Sutfisdln, 0R 974?9 USA . 8U)-348-98t13 t 541.459-{449 . wwworenco,com NTD.PU-PF-1 Rev.2,2, O 09/14 Page 5 ot 0 o -oIJoq 't J =t6"F - (DI c'lo -Nso CL(D ct, 55o € ieI (a bF=@o ID flt; {SioE 6 s.S- is I -s st =€ I I [: II € @ oo I o / I o 'l! I E S'3 (! 69 too Qaoan ito P Q- st.\@ SlD^g= o bo P dao{ @=as FO aaEsE OE (! rE-eE s- SBI o$ P o E G 5EG- vt |Das -b)bol) f.,o o -€@\. QN& a ota*! o s3 sa ro-Ea! > <aol $E* \r i$(!€- $,tr ET CAoC)oO'o a. f'N ra- .DAs!bo d'5 o'o Total dynamic head (TDHI in neterc N50@ON506600000000 Total dynamic head (TDHJ in neters NN@@€odeooooo o oo E (D D r., EOo taN $itoo q. !t -osOog'q o a o a obr 5 Tatal dynamic head (TIllI) in feet, nominal Total dynamic head (TDH) in neterc @@N6@+! NOdF6@{6eo@@@@6@ Total dynamic head {T0ll) in feeL nominal @oF5o@@@N@oNo{N6F@6 Total dynamic head (TDH| in feeL rcminal o Total dynamic head {fDlIJ in neters N5@6oooa oo No @dasso{N@ Tota| dynamic head (TDHI in feet, nominal 6!6@ON6 6o 9d*€ Qb 6- g Eo dl a ro- HE a R3 ='b ! d6 s6 t] t ;t I !l / / a I I It 7 !to ao o 6o:r 'o ;l iI:l iti ;r ii=ril rl8l itFt:Ltll /,/ / I l I ,t 1/ // This article nru1, clescribe clesign criteria that was in ffict at the tinte the article v'as u'ritten. FOR CURRENT DESIGN CRITERIA, call Orenco Systems, lnc. at l'800'348-9843. ^-., 0renco Automatic Distrihuting F Valve ASSemblieS n:3$3r*t'"'"'" 1.800.348.9843 For Wastewater Effluent Systems Introduction Orenco's automatic distributing valve assemblies, plessurized with small high-head effluent pumps, are useftil for distributing effluent to multiple zones. These zones can be segments of sand filter rnanifolds, drainfields, or other effluent distribution systems, Distributing valve assemblies can substantially sinplify the design and installation of a distribution sys- tem and reduce installation costs. This is particularly true where a distributing valve asseln- bly is used instead of rnultiple pumps andior electrically operated valves. Additionally, a re{uction in long term operation and maintenance costs is realized due to a reduced size and/or number ol'pumps. More even distribution can be achieved on sloping sites by zoning laterals at equal clevations. This elitrinates drainback to lower lines and the unequal distrib- ution ofeffluent that occurs at the beginning ofa cyclc. Valve Operation The valve itself has only a few moving parts, requires no electricity, and alternates automati- cally each cycle. Rel'er to Figure I fbr the fbllowing valve operation descliption. The flow of the incoming effluent forces the rubber flap disk O to seat against the valve bottom @. The opening O irr the rubber flap disk aligns with an opening in the valve bottom to allow flow to only one valve outlet, The stem @ houses a stainless steel spring which pushes the rubber flap disk away fi'om the valve bottom atter the flow of ef'fluent stops. The stem acts as a cam follower and rotates the rubber flap disk as the stem is raised and lowered through the cam @. The force from the flow of effluent pushes the stem down through the cam and the stainless stecl spring pushes the stem back up through the cam when the flow of effluent stops. Each linear motion ol'the stem allows the rubber flap disk to rolate hall'the distance llcccssary to reach the rrcxt outlet. When there is no flow, the rubbcr flap disk is in thc "up" position and is not seatcd against the valve bottom. Figure 1: 6000 Series Valve NTP.VA.I Rev.1,2, O llt03 0ronco Systemso, lnc, P6go 1 of 6 o lnlet ---,> @ o o 0utlots o I L I Figure 2: 0renco Distributing Valve Assembly (6000 Series Value) The Distributing Valve Assembly The Orenco Automatic Distributing Valve Assernbly combines tl're distributiug valvc itself and sevcr- al other components to give a cornplete preassembled unit that is easy to install, monitor, atrd main- tain. Figure 2 shows a complete assembly, Elecause distributing valves with several outlets can be difficult 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 renroval and maintettattce 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 during maintenance or inspection. Check valves may be necessaly on the discharge lines. Use of check valves is discussed in the valve positioning section, Valve Assembly Hydraulics Liquid flowing through the valve assernbly must pass through fairly small openings and make several changes in direction. Because of'this, headlosses through the valve assembly are thirly high. Table 1 gives the headloss equations for several difftrent assemblics and Figure 3 shows the graphical repre- sentations of these equatiolts. Orenco recommends that high-head turbine pumps be used to pressur- ize the valve assemblies to ensure enough head is available for proper system operation, I{igh-head turbine pumps are also recomrnended because the use of a distributing valve usually rcquires more frequent pump cycling. The highJtead tulbine pumps are designed for high cycling systerl'rs and will outlast conventional effluent pumps by a factor of l0 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 tencls to prevent any settled solids from being pumped into the distribution valve and obstructing its opera- tiorr. A minimum flow rate llrrough the distlibuting valve is required to ensure proper seatirrg ol the rubber flap disk. Minimum flow rates for the various modcls are givcn in Tablc 1. NrP-VA'r Rev.1,2, @ lll03 otenco Systsmso. lnc, Page 2 ol 6 Thble l. Automatic Distributing Valve Assembly Headloss Equations Model Series Eguation Operating Range (8pm) v4400A tlg = g.g3t x ql'45 l0 - 40 v46o0A Hp:0.085 x q1'58 rc -25 v6400A FIl = s.s*t x <f + 3.5 x (l - e-0'06q 15 - 70 v6600A H1:0.004e x d + 5.5 x (l -.'0'1Q) t5 -10 E Eo @a ct', eE a U'oJ E(so J. 35 30 25 20 15 10 5 0 45 50 55 60 65 7035 40 Flow (gpm) Figure 3: Automatic distributing valve assembly headloss curves The Pumping System Although the distributing valve was designed lbr the irrigation industry, it has started to gain fairly wide acceptarrce in the effluent pumping industry. HoweveL, because of the mechanical movements of the valve, it is necessary to take steps to prevent solids fi'om reaching the distributing valve that rnay impede the operation of the valve. Orenco Biotube"'Pump Vaults * when properly sized and installed - provide the necessary protection to prevent valve malfunction. The Biorubeu'pump vault accepts eflluent only fiom the clear zone between a tank's scum and sludge layers and then filters this effluent through a very large surface area screen cartridge. Without this protection in effluent systems, the valvc has very littlc chancg of reliable long-term operation. NTP-V4.1 Reu 12, @ l1/lit 0renco Syslems", Inc, Page 3 of 6 0510152A2530 I v66004 -// ,-rt v4600A -/ v4400Al-./JtF -/ -/.J .J 4 .4 a- .1 .J alv Valve Positioning The physical position of the valve in relation to the pump and the discharge point is very iruportant for propcr valvc operation. Thc rnost rcliablc opcratiotl occurs whcn thc valvc is placcd at the high point in thc systcm and as closc to thc purnp as possiblc. The transport linc bctwcen the pump and valve should bc kcpt full if possiblc. If the linc is empty at the beginning of cach cyclc, pockets of air during lilling can cause random rotation of the valve. The valve is parlicularly vulnerable to this erratic rotation witlr ernpty lirres 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 fbllowing the valve and a pressule release hole or line should be installed just prior to the valve. This pressure release hole or line can go into a rcturn line to the dosing tank or to a "minidrainfield" near the valt'e. 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 llap disk to return to its up position, In mauy cases, it may take I'r'om one minute to scvcral minutcs for thc prcssure in thc valvc to bc lowcred cnough for propcr rotation tcr occur. Special care should bc takcn when installing systems controlled by programmable timcrs 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 lransporl 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. [f the valve is located many feet below the dosing tank, randorn 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. Dlstribuilng Valve Assembly Dlschargo Transporl Llno Doslng Tank Figure 4: ldeal valve location NTP-V4.1 Rov, t.2, O llll3 0ronco Sydems@, hc. Page 4 of 6 System Startup Relbr to the Hyclrotek Valve booklet that is provided with the distributing valve assembly lbr the scquelcing of the valvc outlcts. Thc transport linc should always bc flushcd with clean water bcforc insialling ihc yalr'e. Any sand, gravcl, or other forcign objccts that may have bccn in thc pipe during installation can easily become lodged in the distributing valve, causing rnalfunction, With the pump running, alterrrately close aud open the ball vaive on the distributing valve assetnbly to check proper rotation of the vah'e. (Note: lf check valves are used otr the lines after the distribut- ing valve, the purnp may need to be turned on and off to 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 fbr irrdication of which zone is operating. Dischsrge Lslorals Prcssure Rclcaso Llne lf h>2-0' Valves if h>2'-0" Dlstribuung valve A6ssmbly Transport Lin€ Do6lng Tank Figure 5: Valve assembly below final discharge point Maintenance Annlally check for proper operarion by following procednres listed in the Hydrotek Valve booklet and system startup procedures listed above. Tfoubleshooting L PROBLEM: Valve does not change or cycle to next zone or outlet CAUSE:The stem ancl disk assembly is rrot rotatiug when water flow is turned off and then back on. SOLUTION l: Ensure that there is no debris inside the oam. Clean and carefully reinstall the cam' SOLUTION 2: Il'lbwer than the maximum number ol outlets ale being used, check the installation of the carn. Ensurc that the stcm and disk assembly is not bcing hcld down by an impropcrly installed cam. Rcfcr to thc cam rcplaccmcnt instructiotls. IIITP-VA-l Rev,12, O llll3 orenco Ststsmso, lnc. Page 5 ol I SOLUTION 3 SOLUTION 4: SOLUTION 5: SOLUTION 6: Remove the valve top and check lbr proper movement o1'stem and disk assernbly. Chcck for and removc any dcbris or foreign objects that may jam or retard the rnovement of thc disk, Check for freedom of movement of stem and disk assembly up and down over the center pin in bottom olvalve. Scale deposits may build up on the pin and hold stem and disk assembly down. Clean pin and again 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 frorn uphill lines may be preventing the valve fi'om cycling properly. This can happen when the valve is placed too far below an elevated [ine. If the valve cannot be placed close to the high point of the system, a che ck valve should be installed near the valve in the outlet line thal runs uphill liom the valve and a drain line installed just prior to the valve to relieve the pressure. 2, PROIILEM: Watcr comcs out of all thc valvc outlcts CAUSE: Stem and disk assembly nol seating properly on valve outlet. SOLUTION l: Check for sufficient water flow. A minimum flow rate is required to properly seat the disk as shown in Table L SOLUTION 2: Remove the valve top and check the iruide walls to ensure that nothing is interlbring 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 z<lnes are not restricted in any manner. 3. PROBLEM: Valve skips outlcts or zonos CAUSE;Pumping into an cmpty transport linc - especially dor,vnhill - may cause the valve to skip outlels from pockets of air allowing the rubber flap dislt to raise during a cyclc. 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 f}om fbrming. CAUSE: The stem and disk assernbly is being advanced past the desired outlet, SOLUTION l: Ensure that the correct cam tbr the desired number of zones is installed and that the outlet lines are installed to thc correct outlet ports of the valve as indicated by the zone numbers ot'l the top of the cam. NTP.VA-1 Reu 12, @ l1103 0refloo Slstems{', lnc, Page 6 ol 6 *.-,{\t €Distributing Valves Submittal Data Sheet OroncoSyaldnr' lncofporatod 1-800-3t18-9843 Applications Automatic Distributing Valve Assemblies are used to pressurize multlple zone dlstrlbution systems including textlle fllters, sand filters and drainfields. coupling distributing valve union clear pipo Top View ball valve elbow Side Uiew elbows Boftom View General 0rencos Automatic Distributing Valve Assemblies are mechanlcally operated and sequentially redlrect the pumps flow to multiple zones or cells in a distribution field. Valve acluation ls 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. Orenco only warrants Automatic Distributing Valves when used in conJunction with High-Head Effluent Pumps with Biotube" Pump Vaults to provide pressure and flow requiremenls, 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 mainlain and monitor. ldeal valve location ls at the high polnt ln the system. Refer to Automatic Distributing Valve Assemblies (NTP-VA-1) for more lnformatlon. Standard Models v4402A, V4403A, V4404A, V4605A, V4606A, V6402A, V6403A, v6404A, V6605A, V6606A, NSU-SF-VA-r Rev.3,0, @ 4/(13 Page I ol 2 Nomenclature lnnA- T T*u,.otes assembty lNuorb". of o"tiue outlcts Model series: 44 = 4400 series (24 outlets) 46 = 1600 seties (5-6 outlets) 64 : 6400 series (24 outlets) 66 = 6600 series (5-6 outlets) Sch.40 PVC per ASTM specification Sch. 80 PVC per ASTM specification Sch. 40 PVC per ASTM specification Sch.40 PVC per ASTM specification High-strength nonconosive ABS polymer and stainless steel High-strength noncorrosive ABS polymer, stainless steel, and die cast metal I Specifications valve Materials of Gonsftuction AllFittings: Unions: BallValve: Clear Pipe: V4XXX Dishibutlng Valves: V6XXX Distributing Valves: ffi D istrihuting Valves (continued) t36 Ffl}4t 3rF,IA ..e mEl! grE F8roo E5 0t-0 051015m8ilt354045fll55606570 Flow(gpm) v6600A v46004 v44mA :b Model lnletSize 0utlets Size Flow 1.25 Max Head Min. Enclosure 170 v81217v4403A1,25 1,25 10-40 V44MA 1,25 125 10-40 170 v81217 v460sA 1,25 1.25 10-25 170 RR2418 v4606A 1.25 1.25 10-25 170 RR241B v6402A '1.5 1.5 15 - 100 345 RR2418 v6403A 1,5 1.5 15 - 100 345 RR2418 V64MA 1,5 1.5 15 - 100 345 RR2418 v66054 1,5 1F 15 - 100 345 RR2418 v6606A 1.5 1.5 15 - 100 345 RR2418 Nsu-sF-vA-r Rev,3O, @ 4fi13 Pagr 2 ol 2 DRAWN B\,: ERP TE l.loNE Finished Grade Recommended Cover Depth is 12", 6" Minimum 1" or 1!" Sch. 40 PVC Distribution Pipe Specified Orifice Holes Fab GeoGuard Orifice Shield Native Soil and/or GeoMat Core Specified Fill 2t' T 1" 6" 12" &,A arwJV GEOMAT LEACHING SYSTEM Cross Section - Not to Scale - Copyright 201O GEOMATRIX SYSTEMS. [C manufacturcd under one or rPre of the followinq US patents: 7.374,670: 7,165,390. Oth€r US and NOTE: Lateral spacing as required S|EET 1 Lii iEl!Ar GEOMAT LEACHINGSYSTEM Cross Section Geomatrix Systems, LLC., Old Saybrook, CT ,,.j i::t i:! ,r,tiiil..:i:lGEOMATRIX QuickSnap'" Orifice Shield lnstructions These instructions are for use with GeoMat'M Leaching System Put a 2 x 6 that is at least as long as the pipe on the ground or saw horses for use as a levelsurface. Place the pipe on the 2 x 6 with one shield at each end of the pipe to secure it from rotation during orifice and shield orientation marking, be sure to remove these shields when pipe is complete. Measure and mark position of orifice on the top of the pipe, per design specification. Snap a shield on directly beneath each orifice mark. Mark the edge of each shield on at least one side, as shown, and mark the exact top of the pipe. This marking will allow the shield to be properly oriented. Drill pipe per design specification. Be sure to clean shavings/debris out of hole' Rotate shields 180 degrees to cover orifice. The edge of the shield should be aligned with the edge mark as shown. The shield should be rotated such that the flat surface and the top orientation mark are both in the 12 O'clock position. This should result in the shield positioned directly over the orifice. Generously apply Premier brand One-Step Pipe Cement Multi-Purpose Clear, or equal, to the surfaces where the shield and pipe meet. The use of a foam brush will help with this; the round applicator is not effective. Let glue sufficiently dry before rough handling and/or sliding into GeoMat. Note the above steps are intended to prevent shields from moving around during insertion into 6eoMat; not for rough hondling. When better ddhesion is necessary, for trdnsportation, etc' use PVC primer and solvent cement on oll surfaces where the pipe and shield touch and then snap on shield in correct locotion. Questions? Call Geomatrix Systems at 860-510-0730 Quicksnap and GeoMat are trademarks of Geomatrix systems, LLc old saybrook, cT - QSlNsT 5/19 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 available in the following sizes:. !" diameter. t.25" diametero 1.5" diametero 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. t\-, * € UALTEY PRECA$Tmc Water & Wastewater. Systemsr Products r Service (7ts) sss-6764 3:3:;":t$t Road 317 Fax: (719) 395-3727 Buena Vista' co 81211 Website: http ://valleyprecast.com/ Email: frontdesk@valleyprecast. com