|
MANUFACTURER SUPPLIED MANUFACTURER SUPPLIED 14'-01" CLIENT:
<br /> 18"x8"x14' DEADMAN 14 18"x8"x18' DEADMAN 14 2
<br /> (TYP. OF 4) (TYP. OF 2)
<br /> OF TANK ® NOTES: UST INSTALLATION
<br /> O1 SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN.
<br /> 2 FIBER REINFORCEMENT TO BE USED. PREMIX UNIFORMLY THROUGHOUT
<br /> CONCRETE.
<br /> OREINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" FROM
<br /> SURFACE.
<br /> OREINFORCE CONCRETE SLAB AROUND MANHOLE WITH (4) #4 REBAR 60" IN
<br /> LENGTH. PLACE REBAR 6" FROM SIDES OF BOX.
<br /> 25 0 0 0 GALL 0 N CAPACITY 8" 8" 18 SINGLE 1" CONDUIT TO EACH SUBMERSIBLE PUMP. PROVIDE SEAL-OFF AT
<br /> r 8" 8" 5 SUMP & BUILDING WIRING TROUGH. CONTAINS LINE VOLTAGE WIRING. ALL
<br /> J xx 22" DIA. MANWAY
<br /> w o ujuii� CONDUIT PENETRATIONS MUST BE MADE WITH ROBROY PVC COATED CONDUIT
<br /> 'jj &
<br /> 0 0- LO a_ o� ONLY.
<br /> z N � w I 42" DIA. FILL SUMP � _, 48" DIA. TURBINE SUMP
<br /> o SENSORS, PLLD, VAC SENSORS & TANK GAUGE TO TANK INTERSTITIAL
<br /> 1 FOR STANDARD MONITORING DEVICES, LOOP CONTAINMENT SUMP
<br /> 0c ONE 1" STANDARD MONITORING HOMERUN CONDUIT TO EACH TANK.
<br /> BRINE RESERVOIR TANK GAUGE
<br /> AND INTERSTITIAL LOCATION ® • • °
<br /> 0 o MONITOR - ®° O BUILDING SENSR LOCATION
<br /> OR TO LEAVING UHAZARDOUS AREA.PROVIDEN TO BLDG. ROUTE TO SEAL-OFFS IN
<br /> O - 1 00 • 00 INTRINSICALLY SAFE TROUGH IN BUILDING. CONDUITS SHALL CONTAIN ARCO
<br /> o - - - - - - - - - - - T=- - - - - - ONLY LOW VOLTAGE WIRING FOR SENSORS. ALL CONDUIT PENETRATIONS
<br /> 0 o e` -a 00 MUST BE MADE WITH ROBROY PVC COATED CONDUIT ONLY. BP WEST COAST PRODUCTS, LLC
<br /> e
<br /> ANCHOR STRAP 14 ° . • ° USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN /" NO. DATE DESCRIPTION
<br /> LOCATION (TYP.) & MAX OF /" IN SIZE, FREE OF CLAY, SLAG, CINDERS, OR DEBRIS. ALL
<br /> TANK WEIGHT 7 SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S & OWNER'S FIELD 04/26/24 REV. PER EHD CORRN.
<br /> 12,250 LBS DRY REPRESENTATIVE. 0
<br /> 17, 100 LBS W/BRINE O8 NOT USED.
<br /> 0
<br /> O9 NOT USED. 0
<br /> TANK PAD MINIMUM 2'-0" OFF OUTSIDE WALLS OF TANKS, AND MUST Q
<br /> 10 COVER THE FOOTPRINT OF THE TANKS. REQUIRED TO PROVIDE FOR PROPER
<br /> TANK HOLD DOWN, AND TO PREVENT ACCIDENTAL DRILLING INTO TANK. 0
<br /> 11 CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE CORNERS
<br /> WHERE MEETING CONCRETE. Q
<br /> 12 REFER TO�W�
<br /> ET G.0.2.0 FOR ACTUAL PIPE RUNS & NUMBER OF PRODUCT io
<br /> 10" LINES (1 2 PER UST SUMP).
<br /> TURBINE AND FILL SIDE SUMP CONFIGURATION SHOWN IS TYPICAL. FOR
<br /> SPECIFIC DESIGN CRITERIA AT THESE SUMPS SEE ACCOMPANYING TANK 0
<br /> 16-1/2" INSTALLATION SITE PLAN & SUMP DETAIL DRAWINGS NOTED ABOVE. Al
<br /> TYP. 14 TANK ANCHORING, CONSULT LOCAL REGULATION; VERIFY WITH OWNER'S
<br /> REPRESENTATIVE.
<br /> 5'-6" 5'-6" 5'-6" 3'-02» 6'-10 3,-02,� 5'-6" 5 -6 5 -6 0
<br /> OVERFLOW PROTECTION: UST OVERFLOW COMPLIANCE IS ACHIEVED BY USE OF
<br /> 46'-0" OVERFLOW PREVENTION DROP TUBE FLAPPER VALVE SET AT 95% AND IS IN
<br /> O15 ACCORDANCE WITH FEDERAL AND STATE GUIDELINES FOR UST OVERFILL SEAL:
<br /> REQUIREMENTS.
<br /> UNDERGROUND TANK PLAN VIEW AN OVERFILL ALARM AND ACKNOWLEDGE SWITCH TIED INTO THE VEEDER ROOT
<br /> AUTOMATIC TANK GAUGE SYSTEM. THE MONITORING SYSTEM PROVIDES AN G S/0
<br /> AUDIBLE AND VISUAL ALARM WHEN THE TANK(S) ARE FILLED TO THE 90%
<br /> SCALE: 1/2" = 1 '-0" A B F LEVEL.
<br /> M.5.3.17 M.5.3.17 M.5.3.17 FOR OPW FILLS XX NOTE:
<br /> INDICATES ITEMS FOUND ON MATERIALS LIST SHEETS M.5.3.01 & M.5.3.02 NO. 36475
<br /> * XP. 6-30-26
<br /> y CIVIL
<br /> 8" THICK, 4000 PSI. C,K CAUFO
<br /> FIBER REINFORCED 12 13 A B G H FOR SINGLE IST & SINGLE UST 50'
<br /> CONCRETE TANK SLAB SEE 2 3 M.5.3.15 M.5.3.15 M.5.3.15 M.5.3.15 (2022 OR 2512 CONFIGURATION)
<br /> SHEET G.0.2.2. FOR SPECS. 13
<br /> 6" WIDE DETECTABLE NOTE:
<br /> PROJECT SPECIFICATIONS
<br /> ASPHALT AND STONE PER G � UNDERGROUND MARKING (TYP.) 3 4 _ _ _ - CHOSE APPLICABLE DRAWINGS FOR 1 �
<br /> M.5.3.17 /
<br /> TAPE BURIED 6"-12" BELOW CONFIGURATION 10 11 (TYP.) 1 I 8" CONCRETE z
<br /> TYP. 1 I 3.5' DIA. I 1 w
<br /> FINISHED GRADE: EMPIRE ( ) I SUMPS I SLAB AT 2
<br /> ui 10 11 (TYP.) I MAGNATEC #31-143 1 87.6 LB/CF cci
<br /> a d a a d e a ^ A Al a ^ ♦ d e ♦ I I
<br /> I e ♦ d ♦ ♦ d ♦ V 8 ♦ d ♦ A ♦ ♦ ^ ♦ ^ d ° a a a ♦ A ♦ d ' O O I 2 4 MIN. U Q [� O
<br /> e e a • ° a d °� a ° e ^ ^ ° o ♦ a ° e I I
<br /> ♦ a _ d a Qa _ e ° a A ° d I I
<br /> d e a < d ♦ a e d ° ♦ ° A d ° � ♦ ^ d ^ a ♦d d e ♦ d I I CV
<br /> _ e ♦ 1 a a COVER �
<br /> 1 1 3" PEA GRAVEL MIN. TO 1 TANK co
<br /> DEPTH (!� 0 �
<br /> 1" COND. LOOP TO SUMP 187 189 I a I - PREVENT LOAD TRANSFER 10.5' DIA. I 4 1.5' GRAVEL m Z_ v o Q
<br /> 7 J-BOX I I TO TOP OF TANK 12,250 LBS COLUMN o cc 0 v Q
<br /> O7 © I QW cnz � w
<br /> 2" INSIDE 3" DOUBLE w W O z o
<br /> 4 FRP RISER TO I I WALL FRP VACUUM 1 1 o } 7 DEADMAN 5 X 46.0 ( � Z a o rn
<br /> GRADE 166 I CROSSOVER TO FILL 124 1" FRP BONDED - I I I z U o
<br /> DUAL FLOAT HYDROSTATIC SUMP FOR VENT & I ENTRY FITTING ` z z o z N
<br /> MONITORING SENSOR 03 6 I I VAPOR CONTINUOUS -__--_ 5 (TYP.) Q2 g W z O\NN --
<br /> MONITORING - = 1 12" z can z
<br /> HOME RUN TO I _________ O 1 13'-6" C7 o U
<br /> BUILDING HYDROSTATIC 1" FRP BONDED _ _- _ °� w N w
<br /> 124 I I Q O z
<br /> RESERVOIR ENTRY FITTING I 1 12 1 BUOYANCY CALCULATIONS z o
<br /> (TYP.) CALCULATION BASED ON SUBMERGED WEIGHT OF MATERIALS: z w
<br /> _ _ _ a
<br /> =====________-- --- -- -- -- -------------- ------------------------------------------------------------------------ ------------------ --- _ __ _ ______________________ ------ TANK WITH SPHERICAL ENDS 10.5 O.A. DIA. 10' NOMINAL
<br /> TANK LENGTH: 46' TANK DIAMETER 10'-6"
<br /> z TRY 46'-0" DEADMAN, EACH SIDE, 18" WIDE X 8" HIGH DEVELOPMENT INFORMATION:
<br /> EMPTY TANK UPLIFT = 25,000 GAL
<br /> =
<br /> 7.48 GAL./CF 3,342 CU FT
<br /> SLOPE SIDES OF TANK HOLE (USE OF 3,342 CU FT X 62.4 LBS/CF = 208,540 LBS
<br /> SLOPING MUST BE RECEIVE PRIOR 1 11 (DISPLACED WATER)
<br /> APPROVAL ON INDIVIDUAL SITE BASIC FROM TANK SUMP UPLIFT = (2) 3.14 X 1.75' X 4' = 77 CU FT
<br /> BP ) OR USE SHORING FOR ALL TANK 19 EXTRACTOR FITTING ;
<br /> If EXCAVATIONS IN ACCORDANCE WITH OSHA I ; 1 I ; I 77 CF X 62.4 LBS/CU FT = 4,804 LBS (DISPLACED WATER)
<br /> l; 1926 SUBPART P, OSHA STANDARDS - I '
<br /> EXCAVATIONS; FINAL RULE OCTOBER 1, 1 TOTAL TANK UPLIFT = 208,540 LBS + 4,804 LBS = 213,344 LBS
<br /> SITE ADDRESS:
<br /> 1989 I ; ; 3 GALV SIPHON ;1 HOLD DOWN CALCULATION
<br /> , TANK LEVEL GAUGE W/ , I 1 ; 183 PIPE IF REQUIRED �I
<br /> ;1 OVERFILL PROTECTION DROP 4" FLOAT KIT. OVERFILL 15 0 04 ; I 1; ( ADDRESS
<br /> BACKFILL WITH PEAGRAVE 1 15
<br /> 'I I 1 TANK SLAB: .67' X 13.5 X 50' = 452.25 CU FT
<br /> 7 TUBE SET AT 95% (TYP.) I 1 ALARM AT 90% CAPACITY ;1 0 9036 THORNTON ROAD
<br /> PER TANK MANUFACTURER I 1 1 1 I 452.25 CU FT X 87.6 LBS/CU FT = 39 617 LBS STOCKTON,CA 95209
<br /> 1,1 SPECIFICATIONS. (TYP.) I 1 ; /
<br /> CUBED BACKFILL ABOVE TANK:
<br /> \ ';\ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 1 22 23 4' X 10.5' X 46' = 1,932 CU FT - 38.5 CU FT = 1,893.5 CF
<br /> 1,893.5 CU FT X 57.6 LBS/ CU FT = 109.065 LBS
<br /> CURVED BACKFILL ABOVE TANK:
<br /> 2 DESIGNED BY:
<br /> 3.14X5.25' X46' = 3,981.1 CUFT
<br /> \/\ /, 10.5' X 10.5' X 46' = 5,071.5 CU FT CHECKED BY:
<br /> / 12 x12 x11GA STEEL STRIKER PLATES TYP. N \\//\\ 5,071.5 CU FT - 3,981.1 CU FT = 1090.4 CU FT
<br /> UNDER ALL OPENINGS W/O MANWAYS ON a 12"x24"x11GA STEEL STRIKER PLATES TYP. \//\/ 2 - 545.2 CU FT DRAWN BY: ER
<br /> /\\/\ FIBERGLASS TANK (BY TANK MANF.) 'n UNDER ALL OPENINGS W/ MANWAYS ON \\�\\/� 545.2 CU FT X 57.6 LBS/ CU FT = 31,403 LBS DATE: PROJECT NO:
<br /> o N o, FIBERGLASS TANK (BY TANK MANE) in \\/j/\/% ® GRAVEL COLUMN ABOVE DEADMEN: 09/15/2023
<br /> ow
<br /> 0, _
<br /> L- w - == \\/�\%\ 01 CU FT X 57.6 LB CU FT = 11 57. DRAWING TITLE:
<br /> 15' X 145' X46 X2 01 CU FT
<br /> 2 0 S 5 2 6 LBS
<br /> ____________________________________________________________________ ----------------------------------------------------------------------- -------------------------------------------------------------------------------------------
<br /> -_ /
<br /> \ \\ \\ ------------- ------------------------------ - ------ \\ \\ \ = 46.2 CU FT TYPICAL 25 000 GALLON
<br /> / / . 50 CONCRETE DEADMEN:
<br /> 0 1'-O" MIN. PEA GRAVEL
<br /> DOUBLE WALL FIBERGLASS TANK
<br /> INSTALLED OVER o \/\/\ 67 X 1.5 X 46.0
<br /> TRAPPER SCREEN 109 �� 46.2 CU FT X 87.6 LBS/ CU FT X (2) = 8.094 LBS INSTALLATION DETAILS
<br /> COMPACTED SOIL TANK SHALL BE SET DEAD LEVEL \/\/� )
<br /> l
<br /> / / © DRY WEIGHT OF TANK: 12,250 LBS (MID FILL
<br /> TOTAL HOLD DOWN: 315,686 LBS SHEET NO:
<br /> /i
<br /> TOTAL HOLD DOWN: 315.686 LBS =
<br /> NATIVE VIRGIN 1.47 SAFEI . FACTOR
<br /> END OF TANK SOIL END OF TANK
<br /> 2'-0" MIN. TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER 2'-0" MIN. TOTAL TANK UPLIFT: 213,344 LBS
<br /> 1° 1° BUOYANCY CALC. 25,000 GAL. TANKM ,5 ,3m04
<br /> A UNDERGROUND TANK SECTION DETAIL
<br /> SCALE: 1/2" = 1 '-O" SCALE: NTS (TYPICAL CALCULATION ASSUMING 4' MINIMUM OVER OF GRAVEL)
<br /> VERSION 15.0 2023 SERIES
<br />
|