HAGERMAN PRE-CASTBob & Anita Hagerman

PO Box 2842Poulsbo WA 98370

360-598-6121/360-509_3702

HAGERMAN PRE·CAST

TANK MODEL: 1250 X·X

DATE MANUFACTURED: XXIXXlXXMAX. DEPTH OF COVER: 3 FT.

LIQUID CAPACIlY: 1261 GAL

DETAIL Of I.D. TAG (LOCATETAG INSIDE RISER OR

ACCESS OPENING)

[ - --;::;;:55 AND RI5ERS NOTE5 II) MINIWUM ONE It;" e ACCESS OPENING PER COMPAR.rMENT.

THE DISTANCE 6E1\'1EEN ACC~SS OPENINGS IS NOT 10f){CEED I (1·0" CENTER TO CENTER.

2) RISERS MUST 6E A MINIMUM OF 23" INSIDE DIAMET~R.3) RISER· TO· TANK AND RISER· TO·ADDiTIONAL SECTION5 Of

RISER CONNECTIONS MUST INCORPORATE JOINT GROOVESOR ADAPTERS TO PREVENT LATERAL WOVEMENT ANDREMAIN WATERTIGHT.

4) ACCESS AND RISER OPENINGS MUST BE COV[RED "vrrn ALOCKABLE LID OR OTHER SECUPJ'D LID.

5) ACCESS RISERS AND LIDS MUST BE 5TRUCTURALLY SOUNDTO WITHSTAND ANTICIPATED SITE·SPECIFIC LOADS.

I 5EAL5 AND GASKET5 NOTES II) SEALS AND GASKETS fOR INLET, OUTLET, AND

INTERCOMPARTMENTAl FlnlNGS MUST BE RESiliENT,WATERTIGHT. CORROSION· RESISTANT, AND flfXIBLE.

2) SEALS MEETINGS ASTM C· I G44 OR EQUIVALENT MUST BEUSED AT THE TANK WALL·TO·PVC PIPING INTERfACE TOPREVENT LEAKAGE.

2.500 LB. MAX. WHEEL LOADAT WORST CASE LOCATION

( I G.OOO Ib fOR -, T" MODELS)

fiNALCP-ADE 1- 8" ..J<-~ '1. 24" v

1-'--~ ". A \ 40" I v

A

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SOIL COVER

36" MAX.

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2 112' TAPERTYICAL

~~~~~~~~~~~~~~~~~~~~~~~~~

I IN5TALLATION IN5TRUCTION5 II) EXCAVATE TANK HOLE v.1TH VERTICAL WALLS TO 2 FEET LARGER THAN TANK ON ALL SIDE:':>. BOTTOM OF

HOLE MUST BE FLAT. lEVEL. AND fREE Of W41ER. nOlE MUSf SLOPE DOWN 3" TO CtNltR OF TANK.2) INSTALL G' MINIMUM OF 2" MINUS MATERIAL OR SAND ON BOTTOM OF EXCAVATED HOLE.3) INSTALL TANK IN CENTER Of HOLE. KEEPING MINIMUM I FOOT VOID SPACE ON ALL SIDES.4) INSTAlL REST OF SYSTEM. AND AFFIX RISERS AS REQUIRED BY LOCAL JURISDICTION.S) UPON APPROVAL TO BACKfiLL. FILL VOID SPACE AROUND TANK WITH COMPACT GRANULAR (SANDY) SOIL

FREE OF LARGE CLUMPS OF CLAY AND ROCKS OVER 2 INCHES IN DIAMt'ER. BACKFILL CARJ:FULLY ANDEVENLY IN I fY LIfTS. MAXIMUM SOil COVI:"R IS 36",

G) IF REQUIRED, WATER TESTING TO BE DONE BY LOCAL JURISDICTION OR DOH SPECifiCATIONS.7) FINAl GRADE THE SURfACE TO AVOID CHANtLLlNG SURFACE WATER TOWARDS TANK.

3" THICKAT Tor OFWALL, TYP.

l[: TANK FERfORATION. TYP.

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~1-::lo;.'0

1 "NOTE, CAPACITIES ARfESTIMATES BASED ON A FLOWMETER TEST PERfORMED BY

HAGERMAN PRf·CAST.

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STONE·fRfE NAT'VE SOILOR. CO'v1PACTED SANDOVER. STONY SOIL

HIGH WATER TABLE AN[)TRAFFIC LOADING NOTES

I) FOR TANK MODELS 12505. 1250 p,A) MAXIMUM WATER TABLE AT TOP OF LIDEl) MAXIMUM TRAFFIC LOADING NOT TO oceeo 2.500 LEl

CONCEN1 KA1 W LOAD2) fOR TANKIV'ODElS I 2~O S-T. 1250 P-T:

A) WATER TABLE AT GROUND LEVELEl) MAXIMUM TRAFFIC LOADING NOT TO f){CEED I G.OOO _B

CONC~NTRATC:D LOADS AT J 4' INTeRVAL5 (H520 ~TING)3) TRAFFIC RATED RISERS MUST MEET OR EXCEED THE

STANDARDS OF ASTM C47/3 (12) AND WSDOT STANDARDPLA~ 6·30.90.00. FRAME AND COVER MUST MEET OREXCEW THE STANDARDS Of ASH! M[l C1.356.

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5000 p51 CONRfTEWALLS, FLOOR, AND

LID. TYP. 129 1/2-

APPROX. 3 318' TH ICKAT BOTTOM Of WALL

4"4 112' THICK 5000 PSI

CONCRETE FLOOR(3" THICK MIN.)

[- BAffLE NOTE5 II) INLETS TO SEPTIC TANKS MUST EXlENO AT LEASl 8- BELOW TH: LIQUID LEVEL.2) OUTlETS TO SEPlIC -ANKS MUST £:X1END BELOW 1Ht UOUILJ LEVEL A1 LEAST

30% BUT NOT MORE THAN 40%.3) INLET AND ouner DEVICES MUST rlAVE A MIN MUM INSIDE OIAMtTER Of 4"

AND 6E CO%TRUCTED OF PVC OR. A6S CONFORMING 10 OR EXCEEDING THE5TANDARDS Of ASTM 0 3034 OR ASTM 0 2GBD. RESF~CTlVELY.

4) INLETS AND OUTlETS MAY BE MOVED fROM THE LOCATIONS 5HOWN PROVIDEDTHe HCIGHTS ARt '\jOT CHANGI:O ANO n-z PIPr: Ct:NTf.R5 ARr. lOCATe-D Ar LEAST/3" fROM ANY EDGE AND AT LEAS1 4' fROM ANY RE6AR.

HAGERMAN PRE-CASTBob & Anita Hagerman

PO Box 2842Poulsbo W A 98370

360-598-6121/360-509-3702

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TANK 51Df WALL DETAIL

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2 3/4" TO C~NTeR.Of VE~I BARS

5" TO CfNTfROF VER.T eARS

4 3/(}' TO CENTEROF HORl2. £lAA5

CONCRrE COVER fORLID REINfO~CEM~NT

(Jl.4QOfl5 12505. 1250 P)

CONCRETECOVER.fORLID REINroRCfMENT

(MODel5 12505·T. 1250P,T)

24~0 OPCNING.lvt' 2 f't.ACt~

2 I/Z" THle", 5000PSI CONCRtTf

DROP IN WAIl. WITHJEl Stl COtJCRtll"

REPAIR ADH~5NE

RECNfORCEMENT 5CHEDULE fOR. 12505 4 1250 r(3' 0" SO<l ccvee, WA"T: It TJ>e': At TOI" Of' TANr•• 2.500 bWt~~~l ~0ADl

510~ WAllS, END WAllS, LID (TH'CF.Nf5S 4' )rNie:RCOMPARTMENTAJ..

OIAMne:R IWALLS, AND rt.OOR 114(112')

fIBER T't'PI! NOVOME5H 950 SPACING I' O· EACH WAY

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51DE WIILLS END WIILLS

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rANK END WALL DETAIL

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