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SEE CIVIL SHEET C- 1 FOR 18" CONCRETE CROWN (TYR.} REINFORCED CONCRETE SLAB <br /> ADJOINING CONDITIONS \ SEE CIVIL DRAWING FOR SPECIFICATIONS. <br /> f- -�� COMPACTED SOIL <br /> COMPACTED SOIL -�_ IQ- <br /> m <br /> \ W <br /> FILTER FABRIC_ 1 FILTER FABRIC \\/\\\/ <br /> PEA GRAVEL T 3 PEA GRAVEL \\ <br /> SLOPE EXCAVATION OR SHORE O O Q Q <br /> TANK EXCAVATION PER PROJECT ; \ 2 fr LL <br /> SOILS REPORT AND TANK MANUFACTURER 2'-0 MIN. 3'-0" MIN. 00 3'-0" MIN. <br /> /\/\/\/ U W W <br /> i6INSTALLATIONREQUIREDSTROCTIONS. ALL BEE ENGINEEREEDNG IFAND /\\//\\//\\ \ - /\//\// // // ``' Z Z '- z <br /> /\\/\\/\\j\\\: Q a <br /> = PERMITTED UNDER SEPARATE PERMIT BY /\//\ / / / / \/, J (� � 0 <br /> w CONTRACTOR. REFER TO ARTICLE 132008 OF /\\/\�/\\/\\ Z 5,-9 \ \\/\\\\\� Z CO <br /> o PROJECT MANUAL FOURTH LIFT OF PEA GRAVEL, ~ Q <br /> w \/\/\/\/\ FILL TO TOP OF TANK /\ /�\ w J Cr c <br /> X 20,000 GALLON DOUBLE WALL 20,000 GALLON DOUBLE WALL 20,000 GALLON DOUBLE WALL / /\\//\\ WALL OF EXCAVATION BC <br /> \/ / /\/\ FIBERGLASS TANK FIBERGLASS TANK FIBERGLASS TANK / /\/ <br /> UL 1316 APPROVED AND UL 1316 APPROVED AND UL 1316 APPROVED AND /\\/\ \\/\\ INSTALL FILTER FABRIC Y In <br /> aw /\//\//\//\ METHANOL COMPATIBLE. METHANOL COMPATIBLE. METHANOL COMPATIBLE. AT TANK HOLE <br /> a PEA GRAVEL BEDDING AND <br /> SURFACE (BOTTOM TYPICAL <br /> TOFSUB <br /> GRADE <br /> RETE) \\/% � /\\//\\ 10'-6' O.D. A 10'-6" O.D. j 10'-6" O.D. /\\/\\/\ \\ (TYP.) <br /> \� Z <br /> w �/ THIRD LIFT OF PEA GRAVEL, <br /> J \//\//\// J TAMP GRAVEL BENEATH TANK ti 8 <br /> NOTE: a \/\\/\\/\\ o 1,_�" SECOND LIFT OF PEA GRAVEL, <br /> DEADMEN ARE TO BE PRE CAST ABOVE /\\\/\\ J TAMP GRAVEL BENEATH TANK <br /> v FIRST LIFT OF PEA GRAVEL <br /> 1 -0" <br /> GROUND AND LOWERED INTO EXCAVATION. w //� /// TAMP GRAVEL BENEATH TANK <br /> \\ \ , ' ' •„ u 1'-0" +TAMPED GRAVEL BED <br /> \ \ B CONE. DEADMEN 24"x18", TYP. OF (2) <br /> EXTEND 12" GREATER THAN OVERALL <br /> LENGTH OF TANK (TYP.) INSTALL FILTER FABRIC NOTE: <br /> CONC. DEADMEN 18"x12", TYP. OF (2) AT TANK HOLE IF GROUNDWATER IS ENCOUNTERED DURING EXCAVATION FOR TANK <br /> —10 13'-6" 13 -0" (TYP.) INSTALLATION OR IF POTENTIAL EXISTS FOR SURFACE RUN-OFF INTO <br /> TANK PIT, CONTRACTOR SHALL STRAP THE TANKS TO THE DEADMEN <br /> NOTE: FOLLOW UST MANUFACTURER'S COMPLETE CURRENT INSTALLATION INSTRUCTIONS. AND BACK FILL TO TOP OF TANKS IMMEDIATELY AFTER TANK <br /> PLACEMENT, THEN CONTRACTOR SHALL ENTIRELY FILL TANKS WITH <br /> A Typical Tank Burial WATER. THE ABOVE, (TANK BALLAST & PLACEMENT BY FILLING WITH <br /> WATER) SHALL BE DONE IN ONE CONTINUOUS PROCESS. TANKS <br /> T-3 NOT TO SCALE SHALL T PUMPED DRY ONLY AFTER FINAL BACK FILL AND <br /> CONCRETE COVER IS IN PLACE. <br /> 3/4" GALV. JAW AND EYE <br /> TURNBUCKLE. <br /> NOTE CONTRACTOR SHALL VERIFY EXACT <br /> STRAP SPACING WITH TANK MANUFACTURER <br /> 1/4"x3" STRAP WITH 1/4"x3" STRAP WITH PRIOR TO HOLD DOWN CONSTRUCTION. N <br /> GUIDES BY TANK MFG. GUIDES BY TANK MFG. Q W O <br /> TO TANK AT ALL DESIGNED TO TANK AT ALL DESIGNED (A > OD <br /> LOCATIONS. LOCATIONS. 48 CONTAINMENT COLLAR R-28 RESERVOIR W ff O <br /> I <br /> a ......._�t <br /> ! .. _. <br /> .. W <br /> i <br /> Q <br /> ( <br /> J <br /> D <br /> 1/2 GALVANIZED ;, V d <br /> STEEL STRANDED CABLE. Q <br /> j 48" CONTAINMENT COLLAR <br /> #4 REBAR AT EACH <br /> O <br /> CORNER w/ #3 TIES <br /> SIDE OF + J I f 1 h <br /> ° AT 16' O.C. HOLD <br /> EXCAVATION. 1! <br /> REBAR 1 .5" CLEAR ° <br /> OF FORMED SURFACES. <br /> 1) <br /> 30" FLGD. MANWAY ! .I i IL <br /> '7'77-- <br /> 12'X18 —I 1-1I I-1 I I-1 I-1 -1 I I-11 I-1 I- 24 x18 w s 4 NPT FIGS. 1�1 ') <br /> NOTE: / O <br /> SEE CONTAINMENT SOLUTIONS I I ; {i II ' <br /> INSTALLATION MANUAL FOR <br /> ALTERNATE ANCHORING DETAILS <br /> B Tank Hold Down Details ,' _� �! y + II <, } II i < yl % ' <br /> L3 ,___! v_..1 �.y s <br /> T-3 NOT TO SCALE 30" FLGD. MANWAY <br /> w/2 (4") NPT FTGS. <br /> 36- 1 /2" <br /> a _ <br /> f7 .� Z j Z <br /> S <br /> BUOYANCY CALCULATION, <br /> 20,000 GAL. TANK <br /> 6" CONCRETE SLAB AT m x <br /> #/ TANK WITH SPHERICAL ENDS, 10.5' O.A. DIAM. (10 NOMINAL) a y <br /> 150 CF 1Q O.A. LENGTH 37' 5-1/2"-10.5'(ENDS)=27' CYLINDER (CONSERVATIVE) I o S o H <br /> GRAVEL, 120#/CF TRY 38'-6" DEADMAN, EACH SIDE, 12" WIDE X 18" HIGH o o <br /> N <br /> 0 — v <br /> EMPTY TANK UPLIFT = 19,947 GAL - 7.48 GAL/C-=2667 CF `O �I F <br /> 4' MIN. BURY DEPT. (2 2667 CF X (62.4 #/CF) = 166,420# (DISPLACED WATER) o o S N o <br /> Q .5' X 12' X 40.5' = 243 CF X 150#/CF = 36,450 # <br /> x a <br /> 10' 12" GRAVEL COLUMN (a 2 4' X 12' X 27' X 120 CF N N N n C4 00 Z <br /> O N Z � <br /> NOM. DIAM. #/ = 155,520 # z °'Go (0 00 K 9 <br /> TANK <br /> Q 1' X 9.5' X 2T X 120#/CF X (2 SIDES) = 61 ,560 # � - - 18 <br /> 12" X 18 CONC.x 38.5' ® 1 ' X 1 .5' X 38.5' X 150#/CF X (2 SIDES) = 17,325 # LO <br /> LO O O5 DEAD LOAD WEIGHT OF TANK, GIVEN 14,500 # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 oO w It s <br /> 10„ Yvv U4l <br /> 12" TOTAL HOLDDOWN 285,355 # 1 '_g" 16- 1/2" TYR.01 <br /> 12' 285,355 # - 5'-6 1/4" 6'-10 1 /2" 5'-6" 4'-1 1/2" 8'-3" 5'-6 1/4" <br /> SAFETY FACTOR FOR FLOATATION = 1 .71 (OK) J y <br /> 166,420 # 3T-5 1 /2" <br /> W =o <br /> NOTE: THE TANK FILL END SHALL BEINSTALLE <br /> ELEVATION THAN ONE INCH LOWER <br /> TANK URBINE END. �wQe�PIN <br /> sOF Asad d'A o cpNyJv o <br /> p BUOY Calculation 20,000 Gallon Tank INDICATES LIFTING LUG w cxr aso!2 "b <br /> T-3 NOT TO SCALE (� Tank Elevation Showing Strap Spacing ® 4 INDICATES STRAP PLACEMENT LOCATION ® INDICATES HOLD DOWN STRAP CLIP59 <br /> a <br /> T-3 NOT TO SCALEm N <br /> O <br /> CIVIC ���Q' = O � M <br /> v <br />