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z SEE CIVIL SHEET C-1 FOR REINFORCED CONCRETE SLAB J ADJOINING CONDITIONS 18" CONCRETE CROWN (TYP.) SEE CIVIL DRAWING FOR SPECIFICATIONS. \ 0 0 COMPACTED SOIL---, ��- COMPACTED SOIL-` \\ \\ \ Z r Z LLJ L LL- - - - - f 2 -0 - - 3 -o" 3 -p" - - -- -- - EXTEND CONTINUOUS ~ \ \ /\\/\\///\\//�//\\// _ U_ LL / `-EXTEND CONTINUOUS - N N / / / FILTER FABRIC TO SLAB T MIN. MI MI FILTER FABRIC TO STAB ` J U � 1 \ \ \ \ O SLOPE EXCAVATION OR SHORE TANK /� \\ \\ \\ \\ \\ w Q W J EXCAVATION PER PROJECT SOILS REPORT \ PEA GRAVEL /\ \/ z m m w w OSHA SOILS CLASSIFICATION AND TANK i//\//\ ` PEA GRAVEL /\//\ \ \�/\�� o = _ Z z Q O o MANUFACTURER INSTALLATION \� \\�\\\\\\\ FOURTH LIFT OF PEA / \ \ \\//\\//\\/� \\WALL OF Z 0 U (� \ \ \/\/\�\ c c = Q (Q7 5'-9' /\/\ \/\/ o f f o w Q INSTRUCTIONS OR PER CIVIL DRAWINGS. GRAVEL, FILL TO TOP OF //\/ //\\/ EXCAVATION a a m a J / /\\/\\/\\/\\/ \ \ Q Q ALL SHORING IF REQUIRED TO BE //\//\//\//\//\ TANK O30,000 GALLON DOUBLE WALL 30 000 GALLON DOUBLE WALL 30,000 GALLON DOUBLE WALL / / / / / / " " " " " Ir N 2 X ENGINEERED AND PERMITTED UNDER \/�\/\\/\\/\\/\\ \\ \/\\/\\�\j\\\/\\�\\ INSTALL FILTER FABRIC " " V > > > > SEPARATE PERMIT BY CONTRACTOR. REFER / j�j� UL 113R16L L LISTED AND UL 1813R16�L LISTED AND UL SS TANK FIBERGLASS LISTED TANK AND / $ CID � / / / / / / / Al TANK HOLE Y Y Y m a TO PROJECT SPECIFICATIONS. \/\\ \\ \\ \\ \\ TYP. ti y N N CL //// // // // // METHANOL COMPATIBLE. METHANOL COMPATIBLE. METHANOL COMPATIBLE. (TYP-) �L O 10'-6" O.D. 10'-6" O.D. 10'-6" O.D. 0 V 2'-9" THIRD LIFT OF PEA GRAVEL, PEA GRAVEL BEDDING AND BACKFILL TYPICAL TO SUB \/\\/\\/\\/\\/\\/\\ \ 1 1 1 TAMP GRAVEL BENEATH TANK o 0 0 0 o H GRADE SURFACE (BOTTOM OF CONCRETE) \�\%�\j�\%\\j�\/�\/\\j� LIFT OF PFA GRAVEL o o r ,-,.-SECONDTAMP GRAVEL BENEATH TANK NOTE: DEADMEN ARE TO BE PRE CAST ABOVE GROUND AND \\/\\/\\/\\/\\/\\/\\/\ \\ 1 -0"-FIRST LIFT OF PEA GRAVEL LOWERED INTO EXCAVATION. /�//\//\//\//\//\//\ \//\ TAMP GRAVEL BENEATH TANK \\/\\ \ TAMPED GRAVEL BED \% T 3 CONC. DEADMEN 36"x12" TYP. OF (2) EXTEND 12 GREATER THAN OVERALL INSTALL FILTER FABRIC NOTE: CONC. DEADMEN 18"02" B LENGTH OF TANK (TYP.) AT BOTTOM OF TANK HOLE FILTER FABRIC (DUPONT TYPAR OR MIRAFI 500X) IS (TYP. OF 2) T-3 (TYP') NOTE: REQUIRED FOR ALL INSTALLATIONS. FABRIC MAY BE 13'-0" 13'-6" 13'-0" SIEVE ANALYSIS OF PEAGRAVEL IS REQUIRED. PINNED TO SIDE OF HOLE WITH WIRE, ETC. SEAMS MUST BE LAPPED 1' MINIMUM. IN WET HOLE NOTE: FOLLOW UST MANUFACTURER'S COMPLETE CURRENT INSTALLATION INSTRUCTIONS. NOTE: INSTALLATIONS FABRIC MUST EXTEND 1' ABOVE MAX. Q3 OSHA TYPE "C" SIMPLE SLOPE SHOWN IN THIS VIEW IF GROUNDWATER IS ENCOUNTERED DURING ,SURFACE R FOR TANK HIGH WATER TABLE. NOTE: INSTALLATION OR IF POTENTIAL EXISTS FOR SURFACE RUN-OFF INTO TANK IN UNSTABLE EXCAVATION, TANKS REQUIRE: MINIMUM 18-INCHES PIT, CONTRACTOR SHALL STRAP THE TANKS TO THE DEADMEN AND BACK FILL TO TOP OF TANKS IMMEDIATELY AFTER TANK PLACEMENT, THEN (24-INCHES PREFERRED) BETWEEN ADJACENT TANKS; MINIMUM OF X wTHE TANK DIAMETER (5-FOOT 3-INCHES) FROM THE ENDS AND A Typical Tank Burial CONTRACTOR SHALL ENTIRELY FILL TANKS WITH WATER. THE ABOVE, (TANK Jcq SIDES OF THE TANKS TO EXCAVATION WALLS. CONTACT THE SOILS BALLAST & PLACEMENT BY FILLING WITH WATER) SHALL BE DONE IN ONE �JJ 00 ENGINEER FOR RECOMMENDATIONS. T"3 SCALE: 3/8"=1'-0" CONTINUOUS PROCESS. TANKS SHALL BE PUMPED DRY ONLY AFTER FINAL Z BACK FILL AND CONCRETE COVER IS IN PLACE. I Q Q 2w " 48" CONTAINMENT COLLAR W/ A 22" 48" CONTAINMENT COLLAR W/ A 22" HYDROSTATIC RESERVOIR 1 7" CONCRETE SLAB AT Q = FLGD. MANWAY w/2 (4 ) NPT FTGS. 87.6 LB/CF O J d FLGD. MANWAY w/5 (4") NPT FIGS, U � 58.25' ® � (Q O 34-3/4" 34-3/4" 4' DIA. SUMP o I O 10TANDIA. O 2 4' MIN. BURY DEPT. 0 = I 13,900 LBS co Q EMPTY W 0 21,000 LBS 4 1.5' GRAVEL COLUMN GO U_ 0 o BRINE FILLED Q © W � 1' X 1.5' X 55.25' � _ 5 DEADMANco mN s a ,2" 0 o 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 0 21 2 23 24 25 26 27 28 29 13'-6" RO4ESStOp A Q 5 TOTAL HOLD DOWN: 369.272 LBS = 1,45 SAFETY FACTOR 10" 10" 16- 1 /2" (TYP.) TOTAL TANK UPLIFT: 254,997 LBS r t4 BUOYANCY CALCULATION 30,000 GAL. TANK �P CALCULATION BASED ON SUBMERGED WEIGHT OF MATERIALS: rF of CA ``Fp� �6 "CONTAINMENT SOLUTIONS" TANK WITH SPHERICAL ENDS, 5'-6" 8'-3" 2'-9" 8'-7" 4'-1 " 8'-7" 2'-9" 8'-3" 5'-6 1 /4" (10' NOMINAL) TANK LENGTH: 54'-3" TANK DIAMETER 10'-6" o X TRY 55'-3" DEADMAN, EACH SIDE, 18" WIDE X 12" HIGH 54'-3" EMPTY TANK UPLIFT = 29,816 GAL = 3986 CU FT y 0 fN INDICATES LIFTING LUG NOTE: 7.48 GAL./CF m s x o NOTE CONTRACTOR SHALL VERIFY EXACT Containment Solutions �+ LOCATION THE TANK FILL END SHALL BE INSTALLED 3986 CU FT X 62.4 LBS/CF = 248,726 LBS (DISPLACED WATER) yl �j QI 30K Tank Elevation Showing Strap Spacing '� INDICATES STRAP PLACEMENT ONE INCH LOWER IN ELEVATION THAN TANK SUMP UPLIFT = 2 X 3.14 X 2'ZX 4' = 100.5 CU FT 8 xi STRAP SPACING WITH TANK MANUFACTURER C g p p THE TANK TURBINE END. ( ) PRIOR TO HOLD DOWN CONSTRUCTION. ® INDICATES HOLD DOWN STRAP CLIP 100.5 CF X 62.4 LBS/CU FT = 6271 LBS (DISPLACED WATER) o e f - o u T-3 SCALE: 1/2"=1'-0" TOTAL TANK UPLIFT = 248,726 LBS + 6,271 LBS = 254.997 LBS 1 ; 0 HOLD DOWN CALCULATION O TANK SLAB: .58' X 13.5' X 58.25' = 456 CU FT X 87.6/CF = a 3/4" GALV, JAW AND EYE TURNBUCKLE. 456 CU FT X 87.6 LBS/CU FT = 39,945 LBS z M TURNBUCKLE LOCATIONS ON EACH TANK 12' MANHOLE 151 1 N �n TO ALTERNATE BETWEEN SIDES OF TANK 6" CLEARANCE- TANK EXCAVATION OBSERVATION 2Q CUBED BACKFILL ABOVE TANK: M ;o BETWEEN CAP PORT (2). INSTALLED WITH TANKS, 4' X 10.5' X 54.25' = 2,278.5 CU FT - 100.5 CU = 2,178 CU FT D Zz A D GRADE DO NOT DRILL AFTER INSTALLATION. 2,178.0 CU FT X 57.6 LBS/ CU FT = 125.453 LBS �`li1 N N N s Z Q CURVED BACKFILL ABOVE TANK: If >¢ o CN`+ � z to ~ 3.14 X 5.25'ZX 54.25' = 4,695 CU FT z c" I l F E 1/4"x3" STRAP WITH GUIDES 1/4"x3" STRAP WITH GUIDES BY 10.5' X 10.5' X 54.25' = 5,981 CU FT n N N Z5 'BY TANK MFG. TO TANK AT TANK MFG. TO TANK AT ALL � w ALL DESIGNED LOCATIONS. 154 6" LOCKING TEST WELL PLUG 5981 CU FT - 4695 CU FT = 1286 CU FT = 643.0 CU FT w & DESIGNED LOCATIONS. 2 N Z N N ¢ 6" PVC 153 643.0 CU FT X 57.6 LBS/ CU FT = 37.037 LBS j m w d > > o SIDE OF EXCAVATION. COUPLER - Y v v ow 1/2" GALVANIZED STEEL 6" SLOTTED ® GRAVEL COLUMN ABOVE DEADMEN: NOTE: ALL EXPOSED GALVANIZED 15 1536" SOLID PVC PIPING 1.5' X 14.5' X 55.25' X 2 = 2,403 CU FT STRANDED CABLE. �N ® °Ni• PVC PIPE STEEL MATERIALS SHALL BE 2,403 CU FT X 57.6 LBS/ CU FT = 138.413 LBS GJ Sb� N \ 4 REBAR AT EACH PROPERLY PROTECTED AGAINST 6 a ; b 15 PVC CAP , J dy i CORNER w/ #3 TIES is r -a 5Q �OXCR5EX 55.25N - 82.9 CU F7 w CORROSION WITH COATING OF � � , = d z AT 16" O.C. HOLD INSTALLED. MATERIAL ONCE 6" OBSERVATION PORT DEPTH SHALL BE 24" 82.9 CU FT X 87.6 LBS/ CU FT X (2) = 14.524 LBS REBAR 1.5' CLEAR OF END OF TANK MIN. BELOW TANK, DO NOT PENETRATE SOIL. o� o FORMED SURFACES. DO NOT USE PVC CEMENT ON BOTTOM CAP © DRY WEIGHT TO TANK: 13 900 LBS bb, N i ry� 6Oft OTHER COUPLINGS OR FITTINGS. TOTAL HOLD DOWN: 369.272 LBS18 x a c� a Observation Port Detail ®x 12 Buoyancy Calculation 30,000 Gallon Tank B Tank Hold Down Details E E r c o T-3 NOT TO SCALE T-a� NOT TO SCALE T�3 NOT TO SCALE N �: