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<?> NOTES: UST INSTALLATION
<br /> INSTALL. 2" CROWN AT All ACCESS MANHOLES,
<br /> REINFORCEMENT TO BE #4 @ 18" O.C. BOTH WAYS
<br /> 0 C) W
<br /> REINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" FROM 0
<br /> SURFACE. a- r-
<br /> Ld
<br /> /\< REINFORCE CONCRETE SLAB AROUND MANHOLE WITH (4) #4 REBAR 60" IN cno!;� z z
<br /> 4> U.J LLJ 0
<br /> 1
<br /> LENGTH. PLACE REBAR 6" FROM SIDES OF BOX. .9 0 0
<br /> > <
<br /> z 9500 GALLON CAPACITY SINGLE 3/4" CONDUIT TO EACH TANK. LOOP HOME RUN FROM INTERSTITIAL umi _j
<br /> SENSOR LOCATION TO CONTAINMENT SUMP SENSORS &, TANK GAUGES. M
<br /> M m 0 Q
<br /> 8 PROVIDE SEAL-OFF IN BUILDING & AT TANK. ROUTE TO INTRINSICALLY SAFE
<br /> BRINE RESERVOIR--
<br /> TROUGH IN BUILDING, CONTAINS ONLY LOW VOLTAGE GlflRING FOR SENSORS.
<br /> AND INTERSTITIAL. ------
<br /> 0 0 Z uJ
<br /> ----------- <Es re z u-
<br /> MONITOR =�
<br /> �..%,� '-
<br /> USE PEA GRAVEL PURSUANT TO MANUFACTURER'S INSTALLATION D Z>0
<br /> oomF-
<br /> SI"ECITICATIONS. ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'SQ W
<br /> xx
<br /> & OWNER'S FIELD RE-PRESENTATIVEZ <
<br /> Ld Ld
<br /> 0-
<br /> 0
<br /> ----------
<br /> \__ _ t __.- - TANK PAD MINIMUM 2' F_
<br /> r \ - - _ 0" OFF OUTSIDE WALLS OF TANKS, AND MUST 0 0
<br /> c� --- ----------
<br /> <7>
<br /> o I �� 42" DIA, SUMP COVER THE FOOTT)RINT OF THE TANKS. REQUIRED TO PROVIDE FOR PROPER uj
<br /> �lj i�j Eu>x
<br /> TANK HOLD DOWN, AND TO PREVENT ACCIDENTAL DRILLING INTO TANK. >
<br /> XXWCL 0
<br /> t
<br /> f t,__--j-22" DIA. MANWAY CUT CORNER WHERE MEETING ASPHALT PAVING ONLY, SQUARE CORNERS Z 0
<br /> Cl)0 U 0
<br /> <8> WHERE MEETING CONCRETE,
<br /> ------ CL CL 0-0-
<br /> M.
<br /> 0
<br /> REFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS
<br /> cr 0
<br /> N
<br /> Q 0 0 C.)
<br /> -ION SHOWN IS TYPICAL. FOR SPECIFIC DESIGN CRITERIA -
<br /> SUMP CONFIGURATION 0 co
<br /> 1O AT AT THESE SUMPS SEE ACCOMPANYING TANK INSTALLATION SITE PLAN & m m m m OD
<br /> SUMP DETAIL DRAWINGS NOTED ABOVE, 0 0 0v 0
<br /> n 1-)C-47,q cq
<br /> (0
<br /> TANK BURY TO BE S ET @ 4'. 3'---5 TALL CONTAINMENT SUMP ASSEMBLY
<br /> e as
<br /> T - ------ ---------
<br /> 11
<br /> IS PRE--INSTALLED, AT TANK FACTORY.
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<br /> 12"02"06' DEADMAN
<br /> 2'-02-1" 2, (TYP. OF 2) ZS
<br /> 2'.-01 T OPTIONAL., DEADMEN ARE TO BE PRE CAST ABOVE (o
<br /> 2 1 TANK ANCHORING IS NO
<br /> '?
<br /> 1`2 2 rj
<br /> 12 02 GROUND BY CONTRACTOR OR ORDERED FROM THE MANUFACTURER, AND
<br /> z
<br /> LOWERED INTO EXCAVATION.
<br /> CONTRACTOR TO PROVIDE -THICKENED CONCRETE TANK SLAB, SUCH THAT
<br /> 8'51
<br /> 2 THE BOTTOM OF SLAB EXTENDS BELOW THE LEVEL OF HYDROSTATIC
<br /> MONITORING FLUID.
<br /> U-11
<br /> NOTE:
<br /> ------_ INDICATES I A
<br /> TANK WEIGHT OX ES ITEMS FOUND ON MATERIALS LIST
<br /> 1 , 150 LBS DRY 1 CAM & GROOVE w
<br /> 1 ,500 LBS W/BRINE 9- ----) CAP & ADAPTOR
<br /> < W 0
<br /> 4" X 2" BELL co > 00
<br /> 825' REDUCER W/
<br /> RUBBER REDUCER
<br /> UNDERGROUND TANK PLAN VIEW o
<br /> S CA L E 1 2 0
<br /> 2 o T "A
<br /> 7" CONCRETE SIL AB A
<br /> 87.6 LB/CF
<br /> 0
<br /> 0) 0
<br /> T
<br /> 5.5' DIk
<br /> SUMP
<br /> T_- 0
<br /> CDT --------
<br /> 0
<br /> NOTE:
<br /> 4' MIN. 1" BLACK IRON PIPE
<br /> FILTER FABRIC (DUPONT _TYPAR OR MIRAR
<br /> 500X) IS REQUIRED FOR ALL STINGER TO TANK
<br /> INSTALLATIONS. FABRIC MAY BE PINNED TO SIDE OF HOLE VVITFCOVER
<br /> i WIRE, ETC. DEPTH BOTTOM
<br /> SEAMS MUST BE LAPPED 1' MINIMUM,
<br /> TANK
<br /> 4.0' DIA
<br /> 1,150 LB .0' GRAVEL
<br /> COLUMN L
<br /> 0
<br /> U-
<br /> 1.0, X Iff X 160' ------
<br /> ��
<br /> DEADMAN
<br /> 12 HAL P. RUBB
<br /> El 6'-6
<br /> OPW FILL 8
<br /> __2 T_ CONDMON UNDER NORMAL OPERATION
<br /> BUOYANCY CALCULATIONS
<br /> 0<�*7" THICK CONCRETE C3)�118" MANI-101-E
<br /> SLAB (TYP.) CALCULATION BASED ON SUBMERGED WEIGHT OF MATERIALS:
<br /> < V
<br /> ASPHALT AND STONE PER -TANK WITH SPHERICAL ENDS, 4.0' O.A. DIA. (4' NOMINAL'
<br /> (TYP�) (Typ�) -TANK LENGTH: 16'
<br /> E PROJECT SPECIFICATIONS -11" TANK DIAMETER 4'-0"
<br /> TRY 16'--0" DEADMAN, EACH SIDE, 12" WIDE X 12" HIGH
<br /> M PDL,LAN K JET := 1,500 GAL.
<br /> ___JEL
<br /> = 2 01 C U FT
<br /> 4
<br /> 7 48 GAL,/CF
<br /> 4
<br /> Z
<br /> 201 CU FT X 62,4 LB. /CF 12,513 LBS (DISPLACED WATER)
<br /> 4 cn
<br /> >
<br /> 2 NOTE: OPERATION OF MANUAL PUMP SYSTEM IS TO BE IN
<br /> TANK KjR_U�Pj EI 3.14 X 1.75 X 4' 38.5 CU F-I
<br /> ACCORDANCE WITH APPROVED OPERATING PROCEDURES
<br /> ONLY. ALL USE MUST BE CLEARLY DOCUMENTED BY DATE
<br /> 1> 1 041
<br /> > 38.5 CF X 62.4 LBS/CU FT 2,401 L.BS (DISPLACED WATER)
<br /> x//\1 b TH <
<br /> BACKFILL Wl 6 AND OLIANTITY DISPENSED,
<br /> <�5>)
<br /> PEAGRAVEL AS PER
<br /> ---- TANK MANUFACTURER
<br /> A, W c
<br /> SPECIFICATIONS. (Fyp,)
<br /> J, TOTAL TANK UPLIFT 12,513 LBS 2,401 LBS L4
<br /> _�21 LBS
<br /> -CONTRACTOR TO SHORE
<br /> >
<br /> N C)
<br /> z CL
<br /> ........L'3
<br /> 7 .--- Q
<br /> EXCAVATION AS NEEDED TO 4" PVC RISER
<br /> ALL FOUR SIDES OF TANK HOLD DOWN-!aA-C�U MANUAL HAND PUMP
<br /> 2� L_LAIJON 4)_
<br /> -TANK SLAB: .58' X 8.25' X 21' 100.5 CU FT NOZZLE CRADLE
<br /> \\ \\/\/ _ _. -i - __. -_�. _ .. s LL '_ \ \\ \\ \\ . ..... �D 1" CAM & GROOVE
<br /> V)
<br /> ADAPTOR
<br /> T X 87.6 LBS/ClJ FT 8 1 CAM & GROOVE
<br /> 100�5 CU F
<br /> Ld
<br /> _,804
<br /> X/ X CUBED BACKFILL ABOVE -TANK: COUPLING
<br /> \-�14 EX TOR FITTING
<br /> DROP TUBE
<br /> 4.0' X 4.0' X 21' = 336 CU FT 38,5 CU FT 297�5 CF 4" X 2" BEL Z ft�
<br /> 33
<br /> 0
<br /> SET @ 00 Z uJ
<br /> 7,13-LBS V)
<br /> CURVED BACKFILL ABOVE TANK: CL _J
<br /> 297�5 CU FT X 57.6 LBS/ CU FT 1' 6
<br /> X
<br /> C3 BBER REDUCER
<br /> REDU(_
<br /> '20
<br /> RU
<br /> 2X Ld x
<br /> A-L 3.14 X 2,0'TANK LEVEL. GAUGE W/ 2" 1 LOAT KIT. CD 16�9' 212.6 CU FT < z
<br /> z
<br /> OVERFILL ALARM AT 90% CAPACITY 4.0' X 4.0' X 16.9' 270.7 CU FT Ll
<br /> LJ
<br /> 2*70,7 CU FT -- 212.6 CU FT 58,1 CU FT z
<br /> ._____________ = ZY�U CU FT > r�r) CIA (N 0
<br /> JI t :<
<br /> _f-Ill.-It I-t__ ___I___ -____ -, �--------------- ...1, ,I i I N 00 cr_
<br /> >< _jj 2 C) c z
<br /> x c) 00 C�A
<br /> t-KI - >
<br /> 29.0 CU FT X 57,6 1 BS/ CU FT j,6Z� BS 00 rK 7-
<br /> 0)
<br /> LLJ LLJ
<br /> X LLJ
<br /> GRAVEL. COLUMN ABOVE DEADMEN:
<br /> Ln Lo
<br /> -----------
<br /> A
<br /> (717
<br /> X 16,0' X 9.25' X 2 296.0 CU FT 0
<br /> 7,
<br /> _'T�RAVEI ------
<br /> 1' 0" MIN. PEA z
<br /> T 50 LB� E Lo
<br /> 296�O CU Fl" X 57�6 LBS/ CU F _1�7_QL
<br /> 6 INSTALLED OVER
<br /> Ln Ln
<br /> I >
<br /> y.
<br /> 77 \77 00 Ld
<br /> 71 Nt -4- 5
<br /> 7 1-0' X 1-0' X 16�0' 16.0 CU FT �l _'Y-1 '11
<br /> TANK SHALL BE SET DEAD L - ------
<br /> COMPACTED SOL! EVEL
<br /> x CONCRETE DEADMEN:
<br /> 7 lit
<br /> 7, it, cl.) o
<br /> 16.0 CU FT X 87.6 LBS/ CU FTX (2) 2-
<br /> _�803 _LB I BLACK IRON PIPE
<br /> \x
<br /> \,0\\xzy' z-/ , /,\�//" 1� I/ i STINGER TO TANK
<br /> DRY WEIGHT OF TANK: 1.150 LBS BOTTOM
<br /> t7
<br /> o/v
<br /> -- ----------- AND MODEL NUMBEIR NATIVE VIRGIN SOIL tp
<br /> 12"xl2"xl6' DEADMAN TOTAL HOLD DOWN:
<br /> ------------- SIZE 2' Mk .4�8616 LBS
<br /> >2
<br /> (TY P 0 F 2) TOTAL HOLD DOWN: 48.615LAS 3.26 I,
<br /> 3,26 _5AFEj:� C
<br /> _-D& QR
<br /> FT: 14,914 LBS ---
<br /> TOTAL TANK UPLI
<br /> uj
<br /> A- UNDERGROUND TANK SECTION DETAIL_ 10
<br /> SCALE: 112" BUOYANCY CALC. 1500 GAL. TANK 40
<br /> SCALE; NTS CONDMON WFTH MANUAL PUMP OPERA71ON
<br /> MANUAL TRANSFER PUMP OPERATION DETAILS (TEMPORARY USE ONLY) co)
<br /> *7
<br /> <J,2
<br /> /AT
<br /> C,
<br /> G
<br /> ,V81
<br /> ------------
<br /> -------JNO SCALE
<br /> z 0
<br /> 0
<br />
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