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+(aipllii'A;U wicas Fail! v[ivdiS W.flioai Awl,"'rs €iTappltisT. '
<br /> hiflilmtor tanks am compatible with the follmving products for buoyancy Chance-No-Wrench Screw Anchors with a Hoare F:SecBon Yimv
<br /> Proper It and flionuctuating
<br /> a straps over the lank Is critical for lank steldely unanr
<br /> control: 8-Inch(150 mm)diameter flight,Clans 7,or j � constant end Iluctualirg ureter corxllliens both Inside and outside lite lank.
<br /> equal.These anchors rely on the shear strength ( STRAPPING(TYPICAL) Straps must be placed at the specified strapping locations for each model,
<br /> •Tie-down aim a:high-tenslle-strength,10,000Ib(4,600 kg)minlmum of the sill corrlbfned with the weight of the as Illustrated In Figure 6.Strapping locations are embossed on the exterior
<br /> capacity,nylon or polyester,with corrosion-reslstant hardware. soil above the anchor flight to provide hotdbu9 surface of the tank with iha following tett:"SHIPPING/ANTI-BUOYANCY
<br /> •Concrete dead men anchors:centrale-filled plastic hall pipe,precast strength.Proper Installation Is to 4 feet(1.2 m) .� e
<br /> DE AUEOUA7E SPACE f-OR STRAP HERE."The IM-Series tank strapping locations cerrospond to
<br /> parking bumper,precast traffic border,or precast block below the bottom of the lank excavation and to ILL PLACEMENT BETWEEN structurally reinforced areas of the lank body.Straps must never be placed
<br /> •Hellcat anchors:Chance-No-Wrench Screw Anchors with minimum within 50 of alignment with the etre II nmenl. AN ANCHORAND TANK
<br /> 9 P a g , over access openings,gds,or Inlet/oullet piping.Straps must be tightened
<br /> 6-Inch(150 mm)diameter,Class 7 or equal. Determine the proper IOC860nS for aflCllOr ANANCHOR y Ig y pre-load
<br /> P Ica with a ratchet or turnbuckles stem to remove slack and sl htl•Mld-Senn Cnncreto Collor.cast-In-place concrete(minlmum 3,000 psi Installation to ensure that llo-down straps will the syet...
<br /> compressive strength at 28 days and minlmum 6%air entrainment). be aligned properly for each tank model(see _Step 3:Implementation),and follow the anchor STRAPPING NOTES:
<br /> TI¢-DOWn S1ra s manufacturer Installation Instrtucllons. I Hellcat each.,.should be Inst.11wla.that the.eye loop Is level with the
<br /> Straps i.The buoyancy control shall be centered across the straps(excludes
<br /> Straps are commercially available In varying i ` bottom of the lank excavation.They must be In line Svllh the tank modal helical anchors).Tho control shall extend a minimum of 6lnches(150 mm)
<br /> lengths and with assorted hardware and �� Typteal—king[aqua: strapping location.(boo Figure 5)or lifting lugs,as appropriate.Anchors beyond the maximum&hap width(see Figures 3 and 5).
<br /> tightening.pitons-Nylon or polyester � :'!a %'Nod 400ft.lbs.(542 Ned must atso be Installed of such o dlelmv:o from and engla to the tank so that 2.The minlmum deadmen length corresponds to the tank model-specific strap
<br /> "upping with minimum 10,000 @(4,500 kg) 1 1°Roe 1,800 ams.0,358 Nod ! `_ the strepping Is within 5°of alignment calci the anchor shaft per the anchor width plus 12 inches(300 mm).
<br /> capacity is required ror buoyancy control use IW Rod 2.300 e.m5.(3,118 Nm) - I manufacturer's recommendation.
<br /> (duh Infiltrator tanks.Piaco straps over the tank at specllied locations only _:}'- I Backfill and Cover
<br /> (see Figure 5).Tighten straps snugly with a ratchet or turnbuckle system to Concrete Collar _..,� Figure 5:Strep Positioning Placa backfill between deadman anchor and lank sidawarl to fully fill void
<br /> remove all slack and slightly pre-load the system.All connections,(filings, A ballast may bo constructed along the mtd- and tank body corrugations.A miNmum 6°layer(150 mm)of aulluble cover
<br /> and hardware must be corrosion reslatuat or coaled with epoxy or other height seam of the tank using cast-in-placo concrete(minimum 3,000 material Is required over all Infiltrator tank Installations.Mound cover to
<br /> -mos on-reslstant materials to Inhibit deterioration In the aubsud.. psi compressive strength at 28 days and minimum 6%air entralmnont). direct surface water drainage away frail rho tank excavation footprint to
<br /> environment.Consider encapsulating such components In heal-shrink Concrete shall be cast In contact wNh the exterior surface of the tank to I1.I c4o prevent Illling of the lank excavation with precipitation.Fetahllsh erosion-
<br /> tubing or applying a corrosion-resistant coaling prior to burial. allow Interlock with sidewall ribs and the mkt-holght flange.Reinforcing resistant vegetation within the tank Installation 1oDlprint.Refer to Infiltrator
<br /> etaol Is not required,but may be added If desired. IM-Series Tank installation Instructions for complete backfiliing and cover
<br /> Concrete Deadman Anchors procedures.
<br /> Recommended concrete deadmen anchors Include filled plastic half pipe, Step 3—Impiementatlon
<br /> precast parking bumpers end traffic barriers,and pretest blocks. e Ffroctive buoyancy control of Infiltrator tanks requires careful preparation, (836m General Specifications
<br /> weight of the doadman anchors eembfnod with the weight of sell above thorough excavation,preelsu placement,secure strapping and proper Prior to ground disturbance,chock for subsurface obstructions and
<br /> them provides buoyancy control whenproperlysaruned.Deadmen anchors In+aSaa
<br /> P ye Y backlllling,as described end Illustrated below. utilities In conformance SvNh applicable regulatory requirements.
<br /> are placed at the bottom of the tank excavation on opposite sides of the Exerwalloo safety provisions shall conform to applicable government
<br /> took.The deadmen anchors aro fastened to each other with Ile-dorm Excavation Requirements regulations.slreps placed over the tank at the locations specified for each tank model
<br /> It Is recommended that the excavation width provide a minimum of 38 rollow manufacturer Instructions far all products end devices used for
<br /> sae Figure 5).
<br /> ( Infiltrator lank buoyancy control
<br /> Inches(900 mm)clearance beyond Tho lank on all sides when Mill;Ing 38" Buoyancy control methods described herein do not account for
<br /> buoyancy control.This will allow sufficient space within the excevallon to
<br /> ISN(376—Jho Concrete-filled Plastic Half PI a (065 mm unanticipated conditions such as surlaco flooding,temporary Inundation
<br /> ,,is k+(450 rant P prove e a minimum
<br /> m 48-8 equipment and fasten strapping.Tho oxcaveltan should 83• or other natural occurrences,unintended romoval of cover fig over tank,
<br /> [ Use Schedule 40 PVC plastic pipe with a minimum provide a minlmum 48-Inch(1,2(10 mm)ciearance beyond the tank when
<br /> I I Inside diameter of 15 Inches(375 mm)or I IDPE using Chance-No-Wrench Screw Anchors to allow for room to properly IM-+o90 (1,600 mm) methods described heroin oro recommendations only;
<br /> x . control m
<br /> corrugated pipe with a minimum Inside diameter of Install the screw anchors.The actual excavation size shall be determined by cant II et engineer for customized designs,If nidation.
<br /> m
<br /> 18 Inches(450 mm)cut In hall lengthwise.FIII with the Installer.Hafer to Infiltrator IM-Serlea Tank Installation Instructlons for Buoyant a Buoyancy
<br /> concrete having a minimum unit weight of 1451bs/It' additional excavation procedures. Concrete Collar
<br /> • (2.32 metric tons/m)reinforced with three equally Parts and Supplies
<br /> spaced 40-grado, Backfill the tank to the mid-scam area. u Concrete(minimum 3,000 psi et 28 PP
<br /> o
<br /> Cncrete-flllad Halt Pipe Construction days and minimum 6%air entrainment)shall be cast In contact with the The parts and supplies necessary ore to be purchased separately from the
<br /> 1/2-1nch(13 mm)diameter steal here.WeightIs 81 Concrote-fined hall pipe shall be supported With soil or other slabli,dng exterior surface of the tank to allow Interlock with sldawall ribs and the mid- took.All parts and supplies are either comuv
<br /> mercially alloblo or available
<br /> IbsRl(91 kg/m)minimum. mebgizallon shell prevent the pipe from rolling du
<br /> ans below the pipe haunchos prior to concrete placement.The height fiange.'fhe bottom of the concrete collar shall be cast at the top of through Infiltrator's network of tank distributers.Some parts may require
<br /> �� ste•r ring placement and owing the mrd-seam flange. fabrication on site using common conshucllon practices.
<br /> of the concrete.Concrete shall be allowed to cure for a minimum of one
<br /> Concrete Parking Bumper day prior to tank backfilling. SECTION VIEW
<br /> Use comfNerclelly available steal-reinforced 81n
<br /> parking bumpers with typical dimensions of 12 1150 mall Placement of Deadmen and Anchors
<br /> Inches wide by 0 Inches high(300 man x 150 mm). T_ Concrete deadmen anchors are to be Installed at the bottom of the tank
<br /> Weight Is 5B lbs/foot(66 kg/m)minimum. -�.I mm)�-. excavation,parallel to tho long axis of the lank(see Figure 3). r.
<br /> Concrete Traffic Barrier Flours 3:Plan Via. LY.
<br /> TE COLLAR
<br /> Use commercially available steel-minforced concrete traffic biurler or farnnP_
<br /> 7
<br /> equivalent.Typiad dimensions Include e
<br /> 24-Inch-wide base tapering to a 0-Inch-
<br /> wide top,with a height of approximately
<br /> 32 Inches(600 ran x 160 mm x 800 mm).
<br /> - Weight Is 390 Ibs/foot(580 kg/m)minimum. —
<br /> 32[n +"- �. Precast Blocks a e. aeval.aeaPadSRma
<br /> pJgg mn1 Concrete precasters can fabricate blocks I P.O.emr lea
<br /> of varlous dimensions and weights.Blocks ____ _F`I�DIH i Old Saybrook CT 06475
<br /> 1 ' ere often an weight
<br /> re apron If they satisfy ST LWNN — --- c (TYPICAL) R� pe q� p�p 660-577-7000•Feu 666577-7001
<br /> tit.min weight requlremenls for use m 050 mm) _6.050 mm), 0�a'�6 0 RA g®IK• 1-81x)•221.4436
<br /> :! + as buoyancy control(see Table 2 and the MIN FXiFNS10N MIN E%TENa10N water teChdOlOQI¢S Ynww.Inllltraterweter.Bem
<br /> Supplemental Force section of Step 2 for
<br /> more Information). The deadmen should be placed close to,but not touching,the tank on both US.PNexac4,169,881;ROlgd1;5,1664845,X18,911;6,401,11Q5.401,459;6,5[1,9X;5,719JB3;6655,7MIU1."4C..Sm Patenb:1,329,959:2,001,661 Vh+plmupNng hMnta,Equate,Oft
<br /> 2A„ sides of the tank to allow the placement of backfill between the deadman WSae1'rndN yu,�ybredwdyreAedWlveMwhkrTrh bgW.IMMealaaaregbtartd9tlewkNFnnw.IMN:gw/YaT
<br /> [me MMI anchorand tank aldeWell(see Figure 4). POYTM,av"8Paw,nw6Pon,Pevlvee akAa4,amdM.S ;,A eM SanpSnOd[aetreY.naf or WaraurlYtivi �beraeWoal wvhm+MhA'dm.Courkflcaeehrg,
<br /> e9.Pa}tok U e Vadenuu%al PdyLok,Yn TUF-TRF.6 n rop'alercd
<br /> indvnal ollUF-TRE,IA'C.UMF4b kalndamuk o!IPFf(I-
<br /> + Contact IRfilimior Water Technologles'TBehnklal Samicaut Department'for assistance at 1-909-221-4436. 020151nW kxWaurTxh Wo,Ill:Al rat,11 engined.Pilled In U.SA TANx.tale
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