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I
<br /> 10 11 1 12 13 14 15 le
<br /> 1 1
<br /> L=OVERALL 'TANK LENGTH
<br /> NOTES
<br /> 48" I,D, SECONDARY INSTALL FIBERGLASS HOLE}
<br /> t t CONTAINMENT COLLAR DOWN STRAPS OVER TANKS f-IBERGL.ASS HOLD
<br /> AT AREAS MARKED ON TANKS DOWN STRAFE � __. __, � � _�_ __ _. � �m_ - --- - - �, --m 1, TANKS MUST BE ,ANCHORED WHERE HIGH WATER TABLES EXIST,
<br /> ONLY, (TYP OF 4) Illk TANK MODEL/SIZE SURFACE WATER COULD FLOW INTO HOLE R
<br /> ILII IIII� � GOND COUL°C� E OTHER WATER
<br /> DIRECTLY TIONS EXIST IN A DRY HOLE IF THE OVERBURDEN
<br /> _ Nllll
<br /> - - II(I IIIE A OV THE TANK WEIGHS LESS THAN THE BOUYANCY
<br /> DWT 4
<br /> IIII=IIID / �! NIIIIII ( 600 GAL 7$-4 2r-2e® N/A N/A N/A 1" " 9'-4" OF THE EMPTY TANK IN A WET HOLE CONDITION. IF WATER
<br /> IIII IIIICOULD ENTER THE TANK HOLE, TANKS MUST BE ANCHORED
<br /> . ._
<br /> �° NII IIII
<br /> WIRE ROPE CABLE, \ DWT-2 (4) 1000 GAL 11'-3" V-5 1/ " N/A N/A /A 1" 1/2" 13'-3" THE DETAILS H0 HEREON °"
<br /> TURN BUCKLES, AND ' O ARE FOR CAST-�-ON— I SITE
<br /> CONCRETE DEADMEN, THE CONTRACTOR MAY, AT HIS OPTION,
<br /> CABLE CLAMPS, 1 L A " -R " A " 0 " A " A BA A " USE PRECAST CONCRETE PILE DEADMEN IN ACCORDANCE WITH
<br /> CURRENT(SEE SPECS) 1 DWT-2 ( ) X000 GAL 25 �,0 �3 /B 4�3 1 -�10 1/4 -� 3 °�/B 27 ��
<br /> - � - _ REQUIREMENT P
<br /> K MANUFACTURERS LITERATURE AND
<br /> RECAST CONCRETE PILE DEADMEN MUST BE
<br /> DWT-2 ( ) 10000 GAL 30'_-6" 3'-3 7/8" '-3" 7'-4 1/4" '-3" 3' 7/8" 320-600 SIZED TO PROVIDE ADEQUATE HOLD DOWN FORCES, REFER TO
<br /> ,- - - - _ - � � � TANK MANUFACTURERS PUBLICATIONS,
<br /> DWT- ( ) 12000 GAL 36'-C" '-°- 7/ `° 11" 010 7'-4 1/4" 11" 0" 0- 7/8" 380-0" 1 ALL 15,000 GALLON, 10'-0"0 TANKS REQUIRE THE USE OF
<br /> CONCRETE DEADMEN,
<br /> I I 1 B C D F DWT-2 (10) 15000 GAL 29' 1/2' 5'-6 1/4" 6' 10 1/2" 3'—0 1/2" B'�- " 5'-�6 1/4" 1' 2-1/2"
<br /> K ------1"..f---,..--—- NOTED
<br /> _ ,._.._._------_._.____ .______.___.___._ .._____ _,.___._. _.____.__________ LENGTHS F 0 R OWENS—CORNING DOUBI_E WA Li_ TANKS.
<br /> F=OVERALL DEADMAN LENGTH SEE TANK MFR FOR STRAP LOCATIONS,
<br /> K1 DEADMAN AND HOLD 6 ! ALATION 11/4"=10-0"
<br /> /ora=10-0" NONE
<br /> F=OVERALL DEADMAN LENGTH
<br /> 3a-0rr
<br /> A B C _ _
<br /> D E 1 6
<br /> ._...,_..............._..__.__._.._........._..,_......__._.__.__. ....,,.......,,,...,_..___..__.___...._...____�_._....,.a..,......__..,..._..,..._.__....„_ I o �Pe
<br /> + 1 r— re IIII
<br /> IIIE�IIII�
<br /> 6" 8" 1'--0" TYPICAL, REBAR REBAR ANCHORS USE B IIII IIII
<br /> .__ __ _ __� .•___._ REBAR FOR SINGLE STRAP I I IN I
<br /> ANCHOR DIMENSIONS ANCHOR, USE #10 REBAR IIIIIIII
<br /> FOR DOUBLE STRAP ANCHOR
<br /> IIII IIII II111101
<br /> _� ,a :.,
<br /> t-#
<br /> (TYPICAL),
<br /> _ _ . - - .. _ - . x - - FILTER FABRIC F
<br /> 1 REBAR ANCHOR 1 10 REBAR ANCHOR
<br /> SEE D1 SEE D1
<br /> EQ ECS TYPI A E.A tMAN V I N
<br /> ONE TANK DEADMAN EA GRAVEL O TANK DEADMAN
<br /> — 10 REBAR ANCHORS— 4•- 6 BARS
<br /> cN
<br /> a
<br /> F - 4 (:)Jo DEADMAN AND FILTER FABRIC INSTALLATION FOR WET HOLE 1 /4--V-0"
<br /> I I I
<br /> 4 X V0" REBAR SPACERS AS SHOWN
<br /> TWA TANK _ -E. .UMAN P-LAN
<br /> #8 REBAR ANCHORS
<br /> 2- 6 BARS
<br /> FE
<br /> (SNE TANK DEADMAN _PLAN _ #,4 X 10" REBAR SPACERS AS SHOWN
<br /> NQ�IE��
<br /> DEADMEN FOR TANKS DWT--4, 1000 GALLON AND SMALLER, SHALL. BE CAST
<br /> AS A SINGLE. PIECE, DEADMEN FOR TANKS DWT--4, 8000 GALLON AND LARGER„
<br /> MAY BE CAST IN TWO PIECES AS SHOWN FOR EASE OF HANDLING, INSIDE ENDS
<br /> MUST BE MARKED FOR IDENTIF=ICATION.
<br /> LA.1
<br /> D1 DEADMAN DETAILS 1
<br /> / 10/'4/931 TWO TANK SYSTEM BM
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<br /> TANK HOLDOWN DETAIL
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