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DESIGN CRITERIA FRP DOUBLEWALL -------- - FRP OOUSLEWALL-- PULL CABLES (AS SHOWN) TO _. -- -- UNDERGROUND. TANK $}.ug, UNDERGROUND TANKTIGHTEN & HOLD 'W/ 3 CABLE CLAMPS. SAFETY FACTORS - 125 DURING EXCAVATION, 1,40 ANTER COMPLETION CONCRETE STRENGTH -- Pc = 2.0 k5l ' \\ / \ PUL_ CABLES (AS SHOWN) LE REINFORCING STEEL - GRADE 40 5 CLIPS--�' ' �1If,HTEN & HOLD W/ S CABLE CLARIPS. REQUIRED '\,•` WT OF PEA GRAVEL BACKFILL DRY - TOO PGF - TIGHTEN ` SUBMERGED - 60 PCF nf..HTEN / ,1 \ TIGHIEN� TIGHTEN WT OF CONCRETE DRY - 150 PCF / CABLE CLAMPS SUBMERGED - 88 PCF I_TYP.) BUOYANCY = DISPLACEMENT x 62.4 P.C.F. --HOLD--DOWN STRAP I - )R' BURIAL 4' T -'-15 CTA•'LE CLAMPS MANUFACTURER BY FRP TANK f PROVIDEDANK TY , WATERTABLES (/J� S'-6•' BELOW TOP OF TANK SLAB L --- L✓ A1' BOTTOM OF TANK SLAB CD 10'-0'_ f DIAMETER DOUBLE WAILED_ F R.P. TANK METAL CABLE > SINGLE OR MULTIPLE INSTALLATION. EYELET. _ - \ 1/2'• WIFE ROPE � - `\` -\ \ � ' O WATERTAELE 0 5-6" T.,r t�� (TYPICAL) HOLD DOWN \. \ _HOLD 3 CLIPS REQUIREDLOG �' ��_ /TANK BUOYANCY'. r+ / a 3" O.C. (TYP.) - ~` "�1- (78.54 X 62.4 X 19.48) I- (523.6 X 62.4) f (23.47 X 62.4) = 12991 3.60 \�ANCHOR LOGPr- �WT OF CONCRETE 12 X 3248 X 112.5 - 43848# / l�YSHE DETAIL THIS SHEET.WT OF TANK = 5156# \ GROSS VOUJME OF DRY BACKFILL 12+11.33X 2.75 x 32.48= 1042.36 CU.Fr - CABLE CLAMP DETAIL - STORAGE TANK HOLD-DOWN ASSEMBLY ALTERNATE STORAGE TANK HOLD-DOWN ASSEMBLY 2 -- ----- - - --- -- - - - - VOLUME OF 46.0 F.R.P. RISERS = 75.4 CUFT. (F'OR FRP TANKS 5N-CYT (USING PRECAST CONCRETE FOUNDATION PILES) NET VOLUME OF DRY BACKFILL - 96696 CU.FT - p �• - 'WT OF DRY FILL 100 x 96696= 966960 --- _ 1_ HOLD - DOWN ASSEMBLIES - _-NO SCALE-- - GROSS VOLUME OF WET BACKFILL OVER TANK SHELL -- -- - ( 1T33+tOX 5.50 -- 78_54 ) X 19.48 1- 378,30 CUFF. 5 2 2 VOLUME OF 48'•0 F.H.P. RISERS = 25.14 CU.FT. - NET VOLUME OF WET BACKFIL- OVER TANK SHELL = 353.16 CLL FT, s -----CASLE CLWPS o GOOF - SEE DETAILS - VOLUME OF NET BACKFILL OVER TANK DCMES 2( 5 X 5.5 X 10 - - 261 8 ) = 288.2 fU.FT. 2 \ - TOTAL NET VOLUME OF WET FILL - 641 36 CU FT , WT. OF 14Ei FILL 60 X 641 36= 38481 3# EW 184181.60- 1.42 X BUOYANCY O.K. i� Nrx-D DOAK I ITy - A SAa'tAGE SNAP -III- 72 NO HOLD DOWNS REO D. i6 MIN ..-04 ANCHOR PIU& 2" RAD DETAIL LOOPS-SEE UE TAILLL �AT. 15"' RIGHT (TYPICAI ) -- '- � 8.9850. FT U 1i `J WATERTABLE 0-9^ ' ' `\ 1 --#8" :D.G. 4 Y' RAD. . F7 T, -#4 \./ USE 12" X 18" R/C LOG - - - - -- - BETWEEN TANKS AND - /• AT SIDES -. - WT OF CONCRETE LOG 31 48 X L5 X 38 4155.36# 111 1- J 6-05 (TYP.) - --_---- VOLUME OF BACKPLL OVER LOO ' I �.� =�I. 31 48 X 8.68 213.24 CU Fr. WT OF BACKFILL OVER LOG = 273.24 X 60 = 16394 4# III -__-- --- --- -- - - LOG SECUiJN ANCHOR LOOP DETAIL f�2 TIES (T'fP.) Ew = 5156 + 43848 + 95499.2 + 2(415536) + 2(16394.4) = 186602.720 12"Xi8" LOG (TYP) SAFETY FACTOR 1.43 OK. 12' DEO Il �I Ih I I I-IJ= 1=1 I I-1 I ( 12' x 18' HIRD ODAEOC FOR USE 9 SIN#-E AND MULTIPLE TkN% INSTALLATIONS OR AS INDICATED. BALLASTING DURING EXCAVATED CONDITION PERMITTING FITTERS TO WORK SAFELY ON TOP OF TANK, - -10.734 2 HOLD -DOWN LOG LOCATIONS. SC 3 . HOLD - DOWN LOG REI-NFORCEMENT DETAILS - SCALE 1 =r-a• (FOR SINGLE OR MULTIPLE TANKS ) ..FACE: 3/8"=1' 0' WATERTABLE 2• MAX. IN EXCAVATICN --- ---- ---- VOLUME OF BACKRU. ABOVE FU : 24'-0 1/4".QVERALL LENGTH SECONDARY TANK (12,000 GALLON) 29'-5 3/4" OVERALL LENGTH SECONDARY TANK (15,000 GALLON) 5 X 10 765 2 4 = 10 73 fIJ.FT _ _-__-.___--_-____. TANK AND LOG -.___--- LANK AND UJO - WT. OF BACKFILL. 10.73 X 95 = 1019.35 1114ArERTABLE --`- WT. OF TANK 150 - ___-= -- EW=1169# g -0 WITH 2'-0' WATER IN EXCAVATION A=11.1LOG +3 - BUOYANCY 11.18 X 62.4 = 897.63 # \WHEFE REO'D. SAFETY FACTOR 1967 CK CF 7 C . -` DESIGN OF BALLAST "LOGS" (12' X 18') %TAX L = 31'-0' - 'W/ PIG( UP 4 ENO POINTS -I - -_1 y 6' 6" MAX r Mv'r: 1/2 X 25 x (6.5)2 = 4.36 IK k I9' MA%. k-c3,k t'-ti" MAX .. As - -4.86 - - .29 3- # 5 (TOP) - - 1 72X9.5 -- - Mmox = 7.01K As 1.76x9.5 =.42 3- #5 BTM.) -10 7/8'_- .. L 10_7/8' 3'-uJ 7/8" .. S USE Y2 TIES 4 18" O.C., #4 '*LOOPS* 0 PICK-UPS - _- ANCHOR SLOOP�tBYP 1 4 '-6--- ^ 4` �_5 - 6Hf.LD7/�`WN TCG, ANf,HOR OI,OCP ("P } 0 6HCLTJ DOWN LOGrD - N> El-2 PnwT _ _ _- _�2' RAD.� 1. 1/2' DLR. -- y -- -a - 6. 6" MAX f- (f r # i _� I� I 1' RAD 19' MAX .._-._-_.._-._--..__ -._t_5'-0 174 LENGTH OF Lf.Ki} -.__ -- __. ..__r I ._. __ ..-____.___.__.� .-�30_5 _i4,-,_LENGTH OF LOG)__-__-- -- _ -._-- F C� E�k I'._.6., MIN. 41- - ) -___-- - -� JNQ.FR_�BQ�JR._L9NK._}14LQ D41YN LOG it A 5 6NCH4R LEI TLP •__... a - - z' x 18' x s'-o") ®��/!� I STALLATION AND CALCUTATA�N-5_ _ TIE D+JUIN STRAP ANCHORAGE AND PICK--UP POINTS rvdrx-uP PrnNls ,HALL BE Ar THE OUTER Xf RXF`�17 UGO(_AL�7N Tri^K ;<FF2YES 1 .��COO_�'ALLONN TANK des 6o I HOOKED #a BARS 0 FOOT DIAMETER FIBERGLASS TANKS .<_- _ ANCHOR LOOPS. Northwest - 'REFER TO TANK DWC'S FOR LOCATION OF ANCHOR _ (YV�}Ilw�st pB9��n H 31 0 STRAP FASTENING HOOKS. 'ANKH SHALL BE HOT- 1 `1 n ' r[� /� l R LTJ MAX. LOAD --z-X 225 = 3467.50# GIP GALVANIZED. NOT E_ - " '7 ! ,'(\I i t /-{I fC r,DoWN I V J, I I \/- P Q, T a .}488 `TOTAL BALLAST LOG LENGTH SHALL EQUAL P HOLD. -_ I PICK-UP P�:INTS FOR LOPS SHALL BE THE G;;rT , [(��[� (� ('� (-� /� SCALEAS SHORN DATEO3�O3�9a Fs = .d0 = 8720 P51 TANK LENGTH. (USE SECTIONS AS REU'U.) :-� �,' '` A i1 `�t N I J F �A I i R E R BEFORE f ORE F A LO 1 A i CATI O N � �p RRE�JIOt�$ _ C ��unty oh CHANGES o3/os/95HGH DR-HCH CH.EPD APP,PAW 2. REFER TO SHEET F-8 FOR TANK HOLO-DEAN T F 2 INSTALLATION <.PEC!FICAPONS. !...i lI f�1 �I, N I t-!(J�Y • - - i _ 4 STORAGE TANK HOLD DOWN LOGS STALE. ,/4'=1 -D" 2 0 � �