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CLIENT:
<br /> OPTIONAL MANUFACTURER 14 OPTIONAL MANUFACTURER 14 ® NOTES: UST INSTALLATION bp
<br /> SUPPLIED 18'x8"x14' DEADMAN SUPPLIED 18"x8"x18' DEADMAN --- -- 14'-9„
<br /> (TYP. OF 4) (TYP. OF 2)
<br /> OF TANK O1 SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN.
<br /> OFIBER REINFORCEMENT TO BE USED. PREMIX UNIFORMLY THROUGHOUT
<br /> CONCRETE.
<br /> O REINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" FROM
<br /> 21 SURFACE.
<br /> /\ REINFORCE CONCRETE SLAB AROUND MANHOLE WITH (4) #4 REBAR 60" IN
<br /> LENGTH. PLACE REBAR 6" FROM SIDES OF BOX.
<br /> SINGLE 1" CONDUIT TO EACH SUBMERSIBLE PUMP. PROVIDE SEAL-OFF AT
<br /> OSUMP & BUILDING WIRING TROUGH. CONTAINS LINE VOLTAGE WIRING. ALL
<br /> 8" 8" CONDUIT PENETRATIONS MUST BE MADE WITH ROBROY PVC COATED CONDUIT
<br /> 25 , 000 GALLON CAPACITY ol 'Ad
<br /> �� ,7 ONLY.
<br /> r 8" 8"
<br /> 22" DIA. MANWAY ONE 1" STANDARD MONITORING HOMERUN CONDUIT TO EACH TANK.
<br /> mo 0 >N FOR STANDARD MONITORING DEVICES, LOOP CONTAINMENT SUMP
<br /> z F' 42" DIA. FILL SUMP ° o� 48" DIA. TURBINE SUMP SENSORS, PLLD, VAC SENSORS & TANK GAUGE TO TANK INTERSTITIAL '
<br /> g O SENSOR LOCATION AND HOMERUN TO BLDG. PROVIDE SEAL-OFFS IN
<br /> BRINE RESERVOIR TANK GAUGE BUILDING & PRIOR TO LEAVING HAZARDOUS AREA. ROUTE TO
<br /> AND INTERSTITIAL LOCATION INTRINSICALLY SAFE TROUGH IN BUILDING. CONDUITS SHALL CONTAIN ARCO o d MONITOR CO ONLY LOW VOLTAGE WIRING FOR SENSORS. ALL CONDUIT PENETRATIONS H
<br /> C3 _ x " MUST BE MADE WITH ROBROY PVC COATED CONDUIT ONLY.
<br /> 00
<br /> BP WEST COAST PRODUCTS,LLC
<br /> ® ® USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN /"
<br /> O0 �® 7 & MAX OF /" IN SIZE, FREE OF CLAY, SLAG, CINDERS, OR DEBRIS. ALL
<br /> ANCHOR STRAP 14 + + " ® SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S & OWNER'S FIELD
<br /> LOCATION (TYP.) ® ® ® / REPRESENTATIVE. G H q�!
<br /> TANK WEIGHT 8O NOT USED. v
<br /> 1 1 ,800 LBS DRY
<br /> w w w O NOT USED.
<br /> 14,600 LBS W/BRINE
<br /> Q. TANK PAD MINIMUM 2'-0" OFF OUTSIDE WALLS OF TANKS, AND MUST °
<br /> 10 COVER THE FOOTPRINT OF THE TANKS. REQUIRED TO PROVIDE FOR PROPER n
<br /> TANK HOLD DOWN, AND TO PREVENT ACCIDENTAL DRILLING INTO TANK. 2 2
<br /> 11 CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE CORNERS 4?
<br /> [ILILLEIIE', oo_LILLUL _E f-E- O WHERE MEETING CONCRETE. <rG ENG
<br /> REFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS & NUMBER OF H �N
<br /> PRODUCT LINES (1 OR 2 PER UST SUMP).
<br /> LTURBINE AND FILL SIDE SUMP CONFIGURATION SHOWN IS TYPICAL. FOR 18215 72ND AVENUE SOUTH
<br /> 1OSPECIFIC DESIGN CRITERIA AT THESE SUMPS SEE ACCOMPANYING TANK KENT, WA 98032
<br /> INSTALLATION SITE PLAN & SUMP DETAIL DRAWINGS NOTED ABOVE. (425)251-6222
<br /> (425)251-8782 FAX
<br /> TANK ANCHORING OPTIONAL. CONSULT LOCAL REGULATION; VERIFY WITH
<br /> 14
<br /> OWNER'S REPRESENTATIVE. CIVIL ENGINEERING, LAND PLANNING,
<br /> OVERFLOW PROTECTION: UST OVERFLOW COMPLIANCE IS ACHIEVED BY USE OF SURVEYING, ENVIRONMENTAL SERVICES
<br /> _ 47'-6 OVERFLOW PREVENTION DROP TUBE FLAPPER VALVE SET AT 95% AND IS IN
<br /> NO. DATE REVISION DESCRIPTION
<br /> 1 ACCORDANCE WITH FEDERAL AND STATE GUIDELINES FOR UST OVERFILL
<br /> REQUIREMENTS. i 9-6-16 PERMIT SUBMITTAL
<br /> AN OVERFILL ALARM AND ACKNOWLEDGE SWITCH TIED INTO THE VEEDER ROOT 2 12-14-16 PERMIT RESUBMITTAL
<br /> UNDERGROUND TANK PLAN VIEW AUTOMATIC TANK GAUGE SYSTEM. THE MONITORING SYSTEM PROVIDES AN 3 1-31-17 PERMIT RESUBMITTAL
<br /> AUDIBLE AND VISUAL ALARM WHEN THE TANK(S) ARE FILLED TO THE 90%
<br /> SCALE: 1/2" = 1 '-0" A B G H LEVEL 4 6-16-17 CONSTRUCTION RELEASE
<br /> A
<br /> M.5.3.16 M.5..3.16 3 1 M.5.3.12 M.5.3.12 M.5.3.12 M.5.3.12 O Emn
<br /> M.5.3.16 XX INDICATES ITEMS FOUND ON MATERIALS LIST SHEETS M.5.3.01 & M.5.3.02 / 11-14-17 REV. FOR CONSTRUCTION
<br /> @7" CONCRETE SLAB AT D
<br /> 7" THICK CONCRETE SLAB
<br /> 1 1 51.5' 87.6 LB/CF Q
<br /> 2 3 1 Q
<br /> ASPHALT AND STONE PER G 6" WIDE DETECTABLE (TYP ) 3 4 NOTE: 0 _
<br /> PROJECT SPECIFICATIONS M.5.3.1s - UNDERGROUND MARKING - CHOSE APPLICABLE DRAWINGS FOR (1) 4.0' DIA.
<br /> TAPE BURIED 6"-12" BELOW CONFIGURATION SEAL•
<br /> 10 11 (TYP.) FINISHED - (TYP.) SUMPIA.
<br /> 31
<br /> MAGNATEC
<br /> 8. #aM 43e e e MIN 0 4
<br /> 1 RpfESSlONq
<br /> 3 3
<br /> 7
<br /> -= DEPTH HA
<br /> 2 4'
<br /> 4.
<br /> COVER
<br /> �, P. GR
<br /> TANK I L UBB
<br /> 1" COND. LOOP TO SUMP 18 18910.5' DIA. 67 4 A
<br /> 3" PEA GRAVEL MIN. TO �+
<br /> J-BOX ' ( TOETOPTOF TANK11,800a I 11,800 LBS 4 COLUMN VEL
<br /> 4" FRP RISER TO 2" INSIDE 3" DOUBLE " r I I \Q
<br /> GRADE 166 WALL FRP VACUUM o = 5 .67' X 1.5' X C V 1 L ��
<br /> CROSSOVER TO FILL 1241" FRP BONDED in m 46.0' F OF
<br /> DUAL FLOAT HYDROSTATIC I SUMP FOR VENT & ENTRY FITTING DEADMAN CA>r ti U
<br /> MONITORING SENSOR 0 6 _ VAPOR CONTINUOUS O (TYP.) ( x
<br /> MONITORING
<br /> HOME RUN TOO -- O
<br /> BUILDING I 13'-6" 12" a
<br /> HYDROSTATIC 1" FRP BONDED 1" FRP BONDEDa
<br /> RESERVOIR ENTRY FITTING ENTRY FITTING 34 - - BUOYANCY CALCULATIONS
<br /> {TIP.)
<br /> (TYP.) Z
<br /> -- -- D
<br /> CALCULATION BASED ON SUBMERGED WEIGHT OF MATERIALS:
<br /> TANK WITH SPHERICAL ENDS, 10.5' O.A. DIAM. (10' NOMINAL) a
<br /> 0
<br /> TANK LENGTH: 47' 6-3/4" TANK DIAMETER 10'-6"
<br /> TRY 46'-0" DEADMAN, EACH SIDE, 18" WIDE X 8" HIGH o
<br /> \ EMPTY TANK UPLIFT = 25,431 GAL. o
<br /> \\ = 3,399 CU FT DEVELOPMENT INFORMATION:
<br /> 7
<br /> 3,399 CU FT X 62.4BS/CF = 212,097 LBS(DISPLACE WATE ARCO NTI g
<br /> /SLOPE SIDES OF TANK HOLE OR \\ 20
<br /> USE SHORING FOR ALL TANK TANK SUMP UPLIFT = (1) X 3.14 X 2.0'2X 4' = 50.24 CU FT MODIFIED
<br /> EXCAVATIONS IN ACCORDANCE WITH I \� + (1) X 3.14 X 1.75'2X 4'= 38.46 CU FT 3000 am/pm
<br /> OSHA 1926 SUBPART P, OSHA 9E R TO FI INCN 88. m
<br /> P\\ 70 CU FT
<br /> STANDARDS - EXCAVATIONS; FINAL ( 88.70 CF X 62.4 LBS/CU FT = 5,535 LBS (DISPLACED WATER) W/ 26'x65' CAR WASH
<br /> RULE OCTOBER 1, 1989 I ,1 d o
<br /> TOTAL TANK UPLIFT = 212,097 LBS + 5,535 LBS = 217.632 LBS FUEL CANOPY w/ 8 MPD's
<br /> NK LEV L UGE / I HOLD DOWN CALCULATION
<br /> OVERFILL PROTECTION DROP 0 05 S `` SITE ADDRESS:
<br /> FL AT IT. OVER LL �I
<br /> BACKFILL WITH PEAGRAVE TUBE SET AT 95% 49 5
<br /> 0 TANK SLAB: .58' X 13.5' X 51.5' = 403.0 CU FT E
<br /> II 7 PER TANK MANUFACTURE (TYP.) R AT 90,� CAPA'111' a
<br /> SPECIFICATIONS. (TYP.) I II 403.0 CU FT X 87.6 LBS/CU FT = 35.302 LBS TRINITY PARKWAY 17,
<br /> CUBED BACKFILL ABOVE TANK: Q SCOTT CREEK DRIVE o
<br /> /� 4' X 10.5' X 47.5' = 1,995 CU FT - 88.70 CU FT = 1,9Q6.3 C STOCKTON,CA
<br /> L ( /\\/ 1,906.3 CU FT X 57.6 LBS/ CU FT = 109.802 LBS 3
<br /> CURVED BACKFILL ABOVE TANK: FACILITY # TBD
<br /> j\� 3.14X5.25'2X47.5' = 4,110.9 CU FT
<br /> \\/�\ z 12"x12"x11GA STEEL STRIKER PLATES TYP. � X / 10.5' X 10.5' X 47.5' = 5,236.8 CU FT DESIGNED BY: ALUANCE Z&DM: N
<br /> �� UNDER ALL OPENINGS W/0 MANWAYS ON a 12°x24"xt1GA STEEL STRIKER PLATES TIP. \ \\ 5,236.8 CU FT - 4,110.9 CU FT = 1125.9 CU FT --- -----
<br /> //\\//\ O g // // / 2 - 562.9 CU FT CHECKED BY: BP REPM:
<br /> FIBERGLASS TANK (BY TANK MANE.) UNDER ALL OPENINGS W/ MANWAYS ON \\/\\ o
<br /> \\�\ zg \\ w FIBERGLASS TANK (BY TANK MANF.) n �� /j�/ 562.9 CU FT X 57.6 LBS/ CU FT = 32.423 LBS I DRAWN BY: ALU
<br /> o ANGE PM:
<br /> 2
<br /> m �� __ _ \j\\j ® GRAVEL COLUMN ABOVE DEADMEN: Ln
<br /> VERSION: PROJECT NO:
<br /> L_ CL // \\/�\\//� 1.5' X14.5' X46.0' X2 = 2,001 CU FT o
<br /> j�\jam\ } - - - _ _ \ \�// 2,001 CU FT X 57.6 LBS/ CU FT 115,257 LES 16700 0
<br /> " \/ CONCRETE OEADMEN: + DRA G
<br /> t'-0" MIN. PEA GRAVEL b q \ \ �
<br /> N
<br /> :°••• m:. .°:. ..:.
<br /> \ .67' X 1.5' X
<br /> 7
<br /> INSTALLED
<br /> .. 46 0' 46.2 CU FT
<br /> 0
<br /> VER
<br /> TYPICAL 2
<br /> C 25,000 GALLON
<br /> n.
<br /> w. b..
<br /> w;• tl.
<br /> a:.
<br /> O
<br /> \ E SCREEN 109 \ - l
<br /> ... .. :.. .. • � :.. -. :. •. :.. •. :. •,• � , :.. •. � 62 CU FTX87.6 LBS CU FTX 2 - 8.099 LBS
<br /> COMPACTED SOIL .. .. ... :. � -:. •. •:.. •. •:. •.• •=. •:.: •, •:. •:.: -. •:. ... .. ... ... .. .�•P `r " •.:po- \ \ / O a
<br /> TANK SHALL BE SET DEAD LEVEL '`��'Pm':.•'n. w• ... .. ... ... .. ... .. .. `'.•,';;.„•..,. //\/\ 4 DOUBLE WALL FIBERGLASS TANK »�
<br /> \ \ / 0 i
<br /> \ \ \ \ \
<br /> \ \ \ \ \ \ \ \
<br /> \ \ \ \ \ \ DRY WEIGHT F o
<br /> / \ \ \ \ \ \ \ \ ' \ G 0 TANK: INSTALLATION
<br /> / / / / / / / / / / / / / / / / / / / / / / / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \p\° t 1.800 LBS S ALLATION DETAILS
<br /> / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / p\ \ \ \ \ \ \ \
<br /> \ / / / / / / / / / / / / / / / / / / / // // // // // // // // // // // // // / / / / / / / / / / / / / / / / / / // //•,
<br /> \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 5
<br /> \��\�\ �\\�\\��\�\ \\/� /� /.\ /� \ /\/\\/.\/\\�\\/� / ✓/,�// / /,-� /\//✓i /\�/�\//\//.\//\�/\�/\\//`/ ./i�//./ /i✓/✓n //�//�\�/\�/.\//.\�/\�/\\//`/� . /i�//,,/% ,. /i/i�/i /, //i�//�,// //i,///,�///,//�,//�\//////// ///// ��///// TOTAL HOLD DOWN: 312.683 LBS s
<br /> NATIVE VIRGIN \\' '`\\/\/ \/ \\ \ SHEET NO:
<br /> 2' MIN. END OF TANK SOIL END OF TANK TOTAL HOLD DOWN: 312.683 LBS = 1,43 SAFETY FACTOR E
<br /> TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER 2' MIN. TOTAL TANK UPLIFT: 217,632 LBS o
<br /> 0
<br /> ,0 A: UNDERGROUND TANK SECTION DETAIL
<br /> KUM
<br /> SCALE: 1/2" = 1 '-0" BUOYANCY CALC. 25,000 GAL. TANK
<br /> a
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