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Q NOTES UST INSTALLATION b
<br /> DSLOPE CONCRETE AIAV URCEMENT TDRBE USED n
<br /> 0 arEicRiiE. vaEMlx uxIroRMLY Tnaoucnour
<br /> 0 w BARS To BE NO LESS THAN z AND no MORE THAN 4 FROM
<br /> 12,000 GALLON — PREMIUM UNLEADED 10,000 GALLON — DIESEL 15 RENFoacE CONCRETE SLAB AROUND MANHOLE WITH p4 REGAR 60'I1M
<br /> O DENUTIL PLACE IT TO 6'FROM SIDES OF BON. "
<br /> O%NGLE,'CONDUIT RI EACH SUBMERSIBLE PUMP. PRONDE SEAL-OFF AT
<br /> p 20-CIA,MANwnr - ' \ - zz°Du.M.Nw.v PEnETRnnorvs MUST BE MADE WITH FIDUZ Pa COATED cONDuI
<br /> o LOCATION GONOUT BULLETIN W1RIx TRoucx. cOWT rvs uNE vOL ACE w mNc
<br /> iUR&°NE N NBRBINE "
<br /> BRINE RESERVOIR flip SUMP K GWGE SUMP SENSORS.
<br /> PR�MOHC SENSODEVIRS&TANK GAUGE
<br /> CONTAINMENT INUMP KL
<br /> 0 IK AL
<br /> rviEW�W 0 1 TµLOGTOry IFU
<br /> SENSORSLOCATION PND HOMER N i0 BLDG PROVIOEASEAL-O S lN
<br /> IN
<br /> BMiLLDINCA&LPRIS0`R 11 TOSUGwNN NARAUS AR uo ROUTE TO` ARCO
<br /> -� a - - �� - - - -�-� -� - - - - - - - ONLY"LOW
<br /> VOLTAGE WIRING"FOR SENSORS.ALL CONDUIT PENRRAnOnS
<br /> H0F MUST BE MADE WITH ROBROY PVC COATED CONDUIT ONIJ. BPOWESTCOAST PRODUCTS,LLC
<br /> USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATIDEBRIS MIN 1°
<br /> 1%LOCATION(TAP.) Mix Of/'IN 52E,FREE OF Cur uG CINDERS,OR DEBRIS Au Q
<br /> 4u"D IA PILL O SUBSTINTES MUST BE APPROVED BY MANUFACTURER'S&OWNER'S FIELD
<br /> 42 SUMP ' 'j S M REPRESENTATVE. © w
<br /> TANK WEIGHT O NOT use..
<br /> 12,625 LBS DRY Al
<br /> 16,900 LBS W/BRINE 0 NOT USED. 11
<br /> +�rµwB roloir uNT of TMe°Tnl°iKSEREQU RED`To PKROVIDE FOR PROPER
<br /> xR'OLDMDOM RAND TO PREVENT ACCIDENTAL DRILLING INTO TANK. 12,
<br /> 0 ASPHALT PAVING ONLY. wLwRE caRNE.
<br /> 0 xEERE(TOBRHBR�D�2�FIR III PIPE RUNS&NUMBER OF PRODUCT
<br /> TURBINE AND FILL SIDETSUMP CGHFIGSURATCN SHOWN IS TYPICAL FOR
<br /> IB xe 16 I/2.IRIR 1—) 0 INSrALUTION ISrtECPLAN a 6UMPEDRUL"DRALnnE.NOTED.N.E.
<br /> xl �) 2 2 e- TE—AENHO RUNG.CONSULT LOCAL REGUTATION:VERIFY WITH OWNERS
<br /> PR
<br /> =SD PREVENTION ORUP°iUBE FLPPERP NOR 11 AOH—BY USE.11 SET AT 95R AND 11 IN
<br /> UNDERGROUND TANK PLAN VIEW DIESEL O B O 0 a"Ea °M w""SERA AND STATE`°'DE"nE6 FOR UST A ERFlLL
<br /> HG RATION
<br /> SCALE-1/2"=1'-0 W/OPW
<br /> Al
<br /> FOR SINGLE 1110R N 201 22 C01 2%ATANTAN'
<br /> M MBEE AND ABU&ALARM WHEN THE TANK(S)N AREFI FILLED PTOO THE— „„
<br /> Fqi OPN FlLLS OIN�UICATES GEMS TO ON 7 ..A2"ETE O V6Jy 26 A
<br /> AT
<br /> 8'TACK.4000 PSI. ,,,({{���,,, 8].6 /
<br /> CF
<br /> FIBER REINFORCED , I �'�%\ u.xBi.Is ua°i Is x aCN-
<br /> COxCH_TANK SUB SEE ; \\1 A H (IXi SINGLE IST&51N°LE UST)
<br /> TOP)
<br /> SHEET FROIECiF PEAS 11 °S�GAT NSR __ __—_ __—__ __ __ 2 OR 2522 CONFlGUMi
<br /> �NI G 26 I — ,13 P
<br /> A FmN — o M $$
<br /> COVER
<br /> TANK
<br /> IS 3'PEA
<br /> RA
<br /> 1 CON°.LOOP TO SUMP 8 99� SIDE 3'DOO PREVENT°LOAD`T"R4NSFER j (;°y,2�?„ COW IN
<br /> L Z
<br /> M -BO PLLPV OU FlLL TO TOP OF TANK © 0 "� N��
<br /> OR" DEADMAN m2'o6a
<br /> a FRP RISER TO GRADE 6 uP FOR vENr& X 36.0
<br /> � - �nFORIA"TNDA 6 TRIP ND yy W p
<br /> HOME TO 6 6Z� =
<br /> DUALMOOAT HVGRS—IC_TIC D I EFFPNTRY FITTING 24 O 1 2 )PFrtn 5 6 Z o
<br /> nP) W��3_
<br /> doff' li
<br /> ESERMo , BUOYANCY CALCULATIONS LE(usB IR �, b
<br /> SLOPE SIDES of TANK Ho R
<br /> SLOPING MUST BE RECENE PRIOR° _ _
<br /> __ Q G
<br /> __ _APPROVA ON INONIOUAL SIZE&SM:FROM '^ I_� = — — — — — —,
<br /> 'RP')OR USE SHORING FOR NL TPNK /-:--_ --_�-----.-- — -s _ .._...r_—_._—_ —— _._ —.. — —..—.. — ___ \ �
<br /> EXCAVATIONS.FNACRO O ABER j/ —. - =.::_i - - —— T E,8ML� -
<br /> _ - ,D N°
<br /> / i4 0'
<br /> ,926 SUBPART P,OSH4 , - EACH SIDE, WIDE X e HIGH 5
<br /> 969 meµ , / / — °G GAL =2941 OU a IExT INFGRMAnGN
<br /> - � I i _ TANK µ�M ,�_ 2� R
<br /> E�Pn°� 3I o
<br /> __ I J I I _ 2941 CU R X 62.4 LBS/CF 83,518 LBS(DISPLACED WATER)
<br /> j (2) X3 x 2.0'2x 4'-100.5 CU R
<br /> �xrRAaaR Frmnc III ( x��\ R. .,4(z> X 3.,4 x I.VA 4'-2LQ-Cl
<br /> j Cl FT
<br /> O II " 'III 1]].5 CF x 62A LBS/CU R=II,076 LBS(DlsPLACEDSWAaR)
<br /> SAG P.W H PE R L DROE AT TANK 14,.,IF W/ I j I 1;), TOTAL TANK° I6 LBS.11,076 LEE= sasa�e6
<br /> SPECIANK MANU(TPoNSU) j , FP gILL RO TUBE s 'III ABM q+gIa.ROVERFl I'' R 'jlI HGID 00wN r ADOREBB.
<br /> Ilm lul UPLIFT 163s
<br /> 4 E"BAS LSSEE� O LLG j PIPE REQUIRED II TANK SVBu.281S5'XX487.6-S 409.26 CU AOOREABB�
<br /> ]'GqF SIPHON 40928 CUR e]6 LBS/CAL R
<br /> PUTSS5 TY NINGS \ ®CUBED BACKFILL ABOVE TANK:
<br /> `. W/MANWAIS ON N i K J/ a X 105'X 41,25'- 7325 CU R-1]25 OPLFT-,555 OF
<br /> "
<br /> j (BY TANK MANF)� III i% 1555 CU R x 5/.6 LBS/CU R-
<br /> 3 6''I i„ 6 j , �> p CUR,LB
<br /> \a ] IB / 101..5 X s10.5 X 4ABOVE TA4,147 CU R
<br /> LLIn tos x,U F x n.2s=0.1 cu R LNEo 6i:
<br /> \ 9s4ze cu R-3s]o.o cu R-9n B c _
<br /> 1 e.9.0 cu FT
<br /> ---_- aE0®fir:
<br /> 57
<br /> '�_.._ ::_::::_::::_::—"' 15 cUFTX'G LBS/cu FT=2@]S.LLBS I� DRAMN Br'. ER
<br /> _u -----_- U -- a—u—y —i —y ✓_—_ L, ©GRAVEL COLuux ABOVE OFAOMErv: .ALB wom xa
<br /> e �'�_ .. ... ..—..—.. _ _
<br /> t.5'x 1
<br /> 45'x 360'x 2-t,566 Cu R DB115IA29
<br /> 566 Cu FT x 5]_6 LBS/ -34.242L@S I O COMPACTEDMIN.PEA IFAVEL U PER SCREEN STEEL STIRK PLATES ttP.UNDER AL °x
<br /> OPENINGS w/MAxwAn Ory FlBERGLASBMAN" TRAPPER SCREEN ©cox EAOMEx, 1YPICAL,zaaD1,0.WD GALLON
<br /> 360'-36.2 Cu R DOUBLE WALL FIBER GLASS TANK
<br /> z T A 8]6 LBS/CU FTX(2)=§.142_L@S I INSTALLATION DETAILS
<br /> \ \ \ 6)DR EIGHT OF TANK: 12.62.5_I851
<br /> TOTAL
<br /> z'-D'MIN. TOTAL HOLD DOWNW25235G185-,
<br /> 0IN GTATNK UPLIFT 114,111- ���� M.5.3.06
<br /> A:UNDERGROUND TANK SECTION DETAIL BUOYANCY CALC.22,000 GAL.SPLIT TANK
<br /> ::-.I- = I C SCALE:NTS (TYPICAL CALCULATION ASSUMING 4'MINIMUM OVER OF GRAVEL)
<br />
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