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1)"CONCRETE SLAB AT <br /> 6].6 1-1 <br /> J <br /> 713' Lj <br /> a Q }CS <br /> 0 <br /> J <br /> Z W <br /> I as DIA. I z a <br /> J <br /> F Q Z <br /> TANK 0 2 5'MIN.BURY DEPT. U V z <br /> 105'DIA. Z Y <br /> 19,300 LBS - Q V�j <br /> DRY Ei Y Q CgS <br /> 2),)50 LBS 4 1.5'GRAVEL COLUMN e e Z 3 <br /> WET a F <br /> 6Q~ <br /> 5 i6"x 6"x 72' �j <br /> DFADMAN co <br /> 0 0� <br /> tz" _ <br /> 11•_9•• g 9 <br /> 8 <br /> -01AMETERSUMPS AS FIT <br /> 9p9a.0 <br /> 9 D.W <br /> CONCRETEAL ONES DIEIENS10 <br /> GAL <br /> EMEVTANK TANKREALCA BY 7 R <br /> ERUCT <br /> UFT <br /> DII—EDWATER 1 13— 1— 333 ll. CBE <br /> J <br /> TANKSUMR amus <br /> Q <br /> 332A71,87° 34OA7.29 G1.14 2 IL <br /> UES 0 g 3 <br /> QTnnKswaRON VOL 1.11. Cu ITT 87.60 1 MLBVCF ,,-.,TSIULCu <br /> "QLES <br /> CVBED BACKiILLABOVE TAN W3amDE LEN—VOL xA68.69NRvfD BAafNi AeOVET CU T <br /> CUPTCU- <br /> DGROEA CUPT <br /> OMANOVIL S7.60 <br /> ;1I MOULIE <br /> QS CONCRETE DEADMAN <br /> BNcfZ <br /> 8 N.- <br /> -1 0.6T <br /> Buoyancy Calculation 40,000 Gallon Tank 11-1 <br /> T3-2 NDT To scnl, pP °'C <br /> 11 4 <br /> , <br /> 1/4"x3"STRAP WITH I <br /> GUIDES BY TANK MFG. I q <br /> TO TANK AT A <br /> SILL m <br /> DEscNED LocATlonls. $� g <br /> 3/4"DATA JAW AND EYE 12"MANHOLE B a 4 Y <br /> TURNBUCKLE.TURNBUCKLE 6"CLEARANCE TANK EXCAVATOR OBSERVATION ag <br /> ANCHOR HOOK POINTA LOCATIONS ON EACH TANK BETWEEN CAP PORT(2). INSTALLED WITH TANKS, +i <br /> 12-5/8"ABOVE TANK TO ALTERNATE BETWEEN ANO GRADE 00 NOT DRILL AFTER INSTALLATION. g <br /> BOTTOM(TYP.) SIDES OF TANK <br /> 1/2'STRANDED GALVANIZED STEEL NOTE:ALL EXPOSED GALVANIZED V-0' 3 <br /> STRANDED CABLE. STEEL MATERIALS SHALL BE y <br /> PRE-CAST CONCRETE DEADMEN PROPERLY PROTECTED AGAINST 16 6"PORT CAP/PLUG C <br /> 6"PVC 8? <br /> SIDE OF PROVIDED BY CONTAINMENT CORROSION WITH COATING OF 1B <br /> E%GAVATION SOLUTIONS INC. BITUMINOUS MATERIAL ONCE COUPLER 6 18 6"SOLID PVC PIPING TRR 3 <br /> INSTALLED. 6"SLOTTED <br /> j''.. BACKFILL PVC PIPET <br /> B PVC CAP Q p <br /> 8 <br /> -0" BE <br /> BE TANKTI0N PORT 00 NOT DPENEfIUTEL SOIL 24 qa fL�y C� A <br /> 18"x8° V 18nXpn\ D OF TANK DO NOT USE PVC CEMENT ON BOTTOM CAP <br /> VV OR OTHER COUPLINGS OR FITTINGS. <br /> Tank Hold Down Details 10'Diameter Tanks Not used r-F--�Observation Port Detail ppp <br /> �- NOT TO SCALE 2 NONE NOT TO SCALE <br />