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<br /> APR 3 0 1998
<br /> ENVIRONMENTAL HEALTH
<br /> PERMIT ) SERVICES
<br /> DESIGN CRITERIA , FRP OOUBLEWALI FRP DOUBLEWALL- �-"` ._PULL. CABLES (AS SHOWN) TO -
<br /> SAFETY FACTORS - 1.25 DURING EXCAVATION, 1.40 AFTER COMPLETION UNDERGROUND TANK `'�� -r .TIGHTEN & HOLD 'W/ 3 CABLE CLAMPS
<br /> UNDERGROUND. TANK '�
<br /> CONCRETE STRENGTH - f'c - 2.0 kSl . . , . ._
<br /> REINFORCING STEEL - GRADE 40 REQUIRED
<br /> 3--- PULL CABLES (AS SHOWN) TO
<br /> REOLIIR€D --"-� // TIGHTEN & HOLD W/ 3 CABLE CLAMPS'
<br /> /
<br /> WT.. OF PEA GRAVEL BACKFILL DRY -' 100 PCF /
<br /> T'GHTEN `TIGHTEN - .�C14TEN
<br /> ' SUBMERGED - 60 PCF /' ,,. TIGHTEN / -
<br /> WT. OF CONCRETE : DRY - 150 PCF`
<br /> SUBMERGED - 88 PCF . t •.'-3 CABLE CLAMPS
<br /> ' (TYP:)
<br /> BUOYANCY DISPLACEMENT X 62.4 P.C.F. HOLD-DOWN,STRAP HOLO-GOWN STRAP
<br /> -°- 3 CABLE CLAMPS
<br /> BURIAL 4'-0" (TYP ) - PROVIOEO BY FRP TANK- _ MA�UFAC TBY FURERRP TANK
<br /> WAtERtABLES.: a 3'-6' BELOW TOP OF TANK SLAB
<br /> .MANUFACTURER (TYP.)
<br /> AT 80TTOM OF TANK SLAB
<br /> 0 8`-0" t DIAMETER 12,000 GALLON DOUBIE WALLED F,R.P. TANK
<br /> -METAL CABLE
<br /> SINGLE OR: MULTIPLE INSTALLATION. EYELET. `
<br /> 1/2" .WIRE ROPE
<br /> O WATERTABLE ® 3'-6" ///- (TYPICAL) / HOLD-DOWN
<br /> TANK BUOYANCY: lo'-0,f /ff--3 CLIPS REQUIRED .LOG LOG
<br /> D-QOWN
<br /> (50.27 X 62.4 X 29.04).+ (268.08 X 82.4) + (30.38 X 62.4) 103718# - �' �'- --` "9 !/ r4 3" 0 C ,(TYP.)
<br /> lzzji
<br /> 46"0 F.R.P. RISER BUOYANCY: ANCHGR LOOPJ '
<br /> 2(12.57 X 62.4 X, 4) = 6274.94$ w� ---'� SHEET.EE ETA!L THIS
<br /> TOTAL 015PLACEMENT, 109718 + 6275 = 115993
<br /> WT OF CONCRETE 10 X 39.04 X 112.4 = 43920// 'e
<br /> WT, OF TANK 3996# - CABLE CLAMS' DETAIL STORAGE TANK HOLD-DOWN ASSEMBLY ALTERNATE STORAGE TANK HOLD-DOWN ASSEMBLY
<br /> GROSS VOLUME OF DAY 9ACKFILL FOR ERP TANKS ONLY (USING PRECAST CONCRETE FOUNDATION PILES)
<br /> 10+9.24 % 2.75 x.39.04 = 1032.60 CU.FT. -q -�-- I ---- -- --q-p :_(�_� ['_ _,_-_ -- -__._
<br /> �_- -,- �._. - -- - -----
<br /> VOLUME
<br /> -
<br /> VOIUMEOF 42"0 F.R.P. RISERS = 75.40 CU.FT. 1� _" 8-0,g - I . H�L_D-' Dl/WN /'1JsEMl��_IL �s -
<br /> -.. NO SCALE
<br /> NET VOLUME OF, DRY BACKFILL - 957.20 CNFT. -- -- -
<br /> WE. OF DRY FILL ICE X957.20 -- 95720"8# S. : -. I -"�--SABLE CLAVPS L3 CLIFF -
<br /> GROSS VOLUME OF WET BACKFILL OVER: TANK SHELL -- E DETAILS
<br /> HOLO DOWN I I-
<br /> 9 24+8 50.x7 SRAP
<br /> (----. X425 ) X29.04 = 333.96 CU FT - s
<br /> 2 2 \\ \ 2' D' I. 2'-0„
<br /> VOLUME OF 42 0 F.R.P. RISERS = 25.12 CU.FT. \\\ MIN. E MiN. I -�
<br /> STGf2AGE
<br /> NET VOLUME OF'WET BACKFILL OVER TANK SHELL e 30884 CU.Fi \\ . --
<br /> VOLUME OF WET. BACKFILL OVER TANKCOMES
<br /> \\ TPLK
<br /> 2'( 4 X 4.25 X 8 - 134.04 1 CU.FT;
<br /> ) ,V \` ,^
<br /> XGA 12'
<br /> TOTAL NET VOLUME OF WET FILL 44$,8 CU. FT: \i I 160 MAXM
<br /> WT OF WET FILL 6Q X 448.8 a 26808 - - Y. .°- 12
<br /> „= 170445,y 1.4}.X BUOYANCY
<br /> .'.O.K. i I ( #4 ANCHOR & PICK-UP&W � /'
<br /> _ �, L - 1 4 (�}�' LOOPS SEE PEFAII AT - �2T RAO.
<br /> NO HOLD DOWNS$EQ'0. Ii � ;. ' . . c r RiGHf (TYPICAL) �- � g
<br /> ©'
<br /> _#4WATERTA13LE 0 9" �� III V �T• � ( Hu
<br /> USE 12" X 12" R/C LOG
<br /> 051375SQ. � fII .. I II # TOC 4BETWEEN TANKS AND - 11 1" RAD;AT SIDES.
<br /> WT. OF CONCRETE LOO 38.04 X' 88 3347.52// l I I I III_ -'----' �'�5 #5 (TY'p -"
<br /> VOLUME OF 75 - 2L OVER LOG C L4
<br /> 38.04 X 5.375 204.46 CU.FT. i� IJ JI C
<br /> WT. OF BACKFILL OVER. LOG = 204.48 X 60 - 13267.6// ;
<br /> I L€,G SECTION ANCHOR LOOP DETAIL #2 TIES (TYP.)
<br /> EW = 3996 + 43920 + 84240 + 2(3347.52) + 2(12287.9) 1633874 (TYP) �.= Bf-U ,
<br /> SAFETY FACTOR 1.41 OK. - - - ----
<br /> .. III-III ) I I-I I Ir
<br /> I I_III--T-I 1-' 12 X 12" HOLD DOWN LOG FOR USE 0 SINGLE
<br /> a BALLASTING DURING EXCAVATED CONDITION AND MULTIPLE TANK INSTALLATIONS OR AS INOICATED.
<br /> TANK:PERMITTING FITTERS TO WORK SAFELY ON TOP bF -._-_ T. _.____- -____ _..-.__-_, _ _____.._�_-.._� -_ _._..._-_:._-__.__
<br /> TANK:
<br /> (FOR SINGLE OR MULTIPLE TANKS.) 2 HOLD - DOWN LOG LOCATIONS SCALE: , 2"- 3-' HOLD- DOWN LOG REINFORCEMENT DETAILS SCALE:
<br /> WATERTABLE 2' MAX. IN EXCAVATION -
<br /> VOLUME OFBACKFILL ABOVE
<br /> 4 X 8 -. 6026 3 8.87 CU.FT. . .
<br /> WT. OF BACKFILL 6.87 X' 95 = 65J# - 3z'.--0 t/2" Ob'ERALI LENGTH SECONDARY TANK (12,000GALLON)
<br /> WATERTABLE
<br /> �T.' OF.,TANK 125 . . TANK ANN LOG ,.
<br /> WITH 2'=0" WATER IN EXCAVATION - -
<br /> BUOYANCY 982 X 624 - 813#. A=.9,82 I � I
<br /> X
<br /> SAFETY FACTOR 1.27 OK, 12' 12' LOG
<br /> WHEREREO'Q. -
<br /> I
<br /> DESIGN OF BALLAST "LOGS" "(12" X..12")
<br /> MAX. C 'C-. T�
<br /> W/ PICK UP (FEND POINTS. . � - 5 -9" MAX.
<br /> q ,
<br /> Moh = 1/2 X .15 X (575).,= 2.481K �_ r 21' MAX , - 6" �"A
<br /> As,= 2.48 - =:.15
<br /> 1.76X9.5 .
<br /> -E Mmax =' 6.61K As 1.78X9.5= 39 2- #5 BTM. 5• 2
<br /> . .USEB 2 TC. . # "LOOPS' 0
<br /> IES ® 18": O. 4PICK-UPS.
<br /> Ln 5'-3 3/4" 84�2 : 4 -+1"
<br /> PICK-UP 4'--Il' 8'-4 1/2" 5'-8 3/4"
<br /> O - - 12'_ POINT � Com/ ANCHOR LOOP (TYP ) � HOLD DOWN LOG
<br /> �2' RAP
<br /> f _
<br /> I M
<br /> I 1r-}TyL- I I
<br /> - M - ,- JL
<br /> 1 1/2" TI
<br /> YP T - .�
<br /> w
<br /> I
<br /> (3 3'#5 .1" RAO. UAX.
<br /> s -9" MAX 19' 0 1/4' (SHORT LOG)m- 19'-0 1/4" (SHORT LOG)
<br /> F� '-
<br /> - fel IJ
<br /> U1 (TOIAL LiNGIH OF ONE 'I ONr OG 38'-0 1/2 OR COMB OF TWO "SHORT LOGS ) -- --
<br /> O (12"SQ. X 32'_6") ANCHOR LOOP w �... - �.... _.__ _.._ UNDERGR FLQLI�-
<br /> NP E�' POINTS XERXES_ TANK \/ �p IN TS AW-110N AND _CSI C1DIpTION
<br /> j TIE DOWN STRAP ANCHORAGE AND PICK-UP ,P,O NTS , SHALL BE AT THE OUTER - - Chevron 1 .
<br /> - -
<br /> USE HOOKED #4 BARS ANCHOR LOOPS, NOTES: [ 8 FOOT DIAMETER : FIBERGLASS
<br /> .H- _ REFER TO TANK DWGS FOR, LOCATION OF ANCHOR --- _ - - 1�I - ' . ( - -� -
<br /> VE f LOCATION OF TANK HOLD [�O1�lN STRAPS ----__ -_-
<br /> W MAX. LOAD 325 X 150. - 24,38# STRAP FASTENING HOOKS. W'HICH'SHAILL..BE HOT- i.. PICK--UP PO,NiS rOR LOGO SHALL BE =l.F.. Ouitle IOOpN. - _ FABRICATION�,. . 601 KETTLEMAN LANE, LODI,- CA.
<br /> 2 DIP-TOTAL BALLAST
<br /> WITH DANK MANUFACTURER F - Northwest Reglon
<br /> I _. _ K LENGTH.
<br /> LOG SECTIONS ALI EQUAL . 2. REFER TO SKEET F'-SCTOR TANK Ii C_D-DOWN
<br /> f_. R E3 E f C7 � F F A F3 R f C AT i �, N - _- ---- -
<br /> z F9 = .40TANKso95 PSI �r°1�K LENGTH: (usE SECTIONS As RLw'D.) , INSTALLATION sP€r" FcnrloNs, � F I__I �� �� ��(����I �� s _REVISIONS , _ .� SCALF:AS SHOWN DATf;03/01 95
<br /> Z � uaM147 cF�ci4�ucE5r-- 3(o1/s5HOi4 DR.kdCH CH.EPD APP.PAW /
<br /> r T_ ,
<br /> _ -
<br /> a 4 STORAGE TANK HOLD DOWN LOGS
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