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® NOTES: UST INSTALLATION CLIENT:
<br /> O1 SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN. �I
<br /> /\ 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 /> % O REINFORCE CONCRETE SLAB AROUND MANHOLE WITH (4) #4 REBAR 60" IN
<br /> LENGTH. PLACE REBAR 6" FROM SIDES OF BOX.
<br /> 12 , 000 GALLON - PREMIUM UNLEADED 8 , 000 GALL0N - DIESEL SINGLE 1" CONDUIT TO EACH SUBMERSIBLE PUMP. PROVIDE SEAL-OFF AT
<br /> 8" 8" 8" 8" 16 5O SUMP & BUILDING WIRING TROUGH. CONTAINS LINE VOLTAGE WIRING. LAST
<br /> 16-1/2" 16-1/2" TWO FEET TO SUMPS SHALL BE PVC COATED RIGID.
<br /> 16-1/2" 16-1/2" w w w
<br /> 10
<br /> 10 V) n v) N ONE 1 " STANDARD MONITORING HOMERUN CONDUIT TO EACH TANK.
<br /> Of REF, REF. Of x x REF. REF. FOR STANDARD MONITORING DEVICES, LOOP CONTAINMENT SUMP
<br /> o 'Ad
<br /> r Lw,, 42" DIA. FILL w ` _� x O SENSORS, PLLD, VAC SENSORS & TANK GAUGE TO TANK INTERSTITIAL
<br /> Z N SUMP ¢ > 22" DIA, L` a > " DIA. 48" DIA TURBINE SUMP SENSOR LOCATION AND HOMERUN TO BLDG. PROVIDE SEAL-OFFS IN
<br /> yj
<br /> MANWAY ` - ANWAY BUILDING & PRIOR TO LEAVING HAZARDOUS AREA. ROUTE TO
<br /> BRINE RESERVOIR INTRINSICALLY SAFE TROUGH IN BUILDING. CONDUITS SHALL CONTAIN
<br /> AND INTERSTITIAL \ o o " 'o o p p o' I pr
<br /> c " '`p p ONLY LOW VOLTAGE WIRING FOR SENSORS. LAST TWO FEET TO SUMPS
<br /> C3 1 MONITOR % SHALL BE PVC COATED RIGID. ARCO o _ USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN Y"
<br /> aD o o r o 0
<br /> �j o ®- --®- p p -� p �o & MAX OF %" IN SIZE, FREE OF CLAY, SLAG, CINDERS, OR DEBRIS. ALL
<br /> 7 BP WEST COAST PRODUCTS,LLC
<br /> p �p � p fp O SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S & OWNER'S FIELD
<br /> o p\ p ` p p
<br /> 0 REPRESENTATIVE.
<br /> ' %
<br /> ANCHOR STRAP
<br /> .. 1 TION (TYP.) O NOT USED. r V4 q
<br /> 42" DIA. FILL
<br /> 48" DIA TURBINE / SUMP 9 NOT USED.
<br /> SUMP TANK WEIGHT 0 O
<br /> / 99000 LBS DRY TANK PAD MINIMUM 2'-0" OFF OUTSIDE WALLS OF TANKS, AND MUST `V
<br /> 10 COVER THE FOOTPRINT OF THE TANKS. REQUIRED TO PROVIDE FOR PROPER
<br /> 12,600 LBS W/BRINE TANK HOLD DOWN, AND TO PREVENT ACCIDENTAL DRILLING INTO TANK. n
<br /> 11 CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE CORNERS Z 2
<br /> WHERE MEETING CONCRETE. S y,
<br /> -- - 1 REFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS & NUMBER OF
<br /> PRODUCT LINES (1 OR 2 PER UST SUMP). G ENGEN
<br /> TURBINE AND FILL SIDE SUMP CONFIGURATION SHOWN IS TYPICAL. FOR
<br /> 1Q SPECIFIC DESIGN CRITERIA AT THESE SUMPS SEE ACCOMPANYING TANK 18215 72ND AVENUE SOUTH
<br /> INSTALLATION SITE PLAN & SUMP DETAIL DRAWINGS NOTED ABOVE. KENT, WA 98032
<br /> OPTIONAL MANUFACTURER TANK ANCHORING OPTIONAL. CONSULT LOCAL REGULATION; VERIFY WITH (425)251-6222
<br /> SUPPLIED 18"x8"x18'<a> W R` RPR SE AT E. (425)251-8782 FAX
<br /> DEADMAN (TYP. OF 4) OVERFLOW PROTECTION: UST OVERFLOW COMPLIANCE IS ACHIEVED BY USE OF CIVIL ENGINEERING, LAND PLANNING,
<br /> OVERFLOW PREVENTION DROP TUBE FLAPPER VALVE SET AT 95% AND IS IN SURVEYING, ENVIRONMENTAL SERVICES
<br /> ACCORDANCE WITH FEDERAL AND STATE GUIDELINES FOR UST OVERFILL
<br /> 37'-9 1/4" 15 REQUIREMENTS. NO. DATE REVISION DESCRIPTION
<br /> AN OVERFILL ALARM AND ACKNOWLEDGE SWITCH TIED INTO THE VEEDER ROOT 9-6-16 PERMIT SUBMITTAL
<br /> UNDERGROUND TANK PLAN VIEW AUTOMATIC TANK GAUGE SYSTEM. THE MONITORING SYSTEM PROVIDES AN AUDIBLE z 12-14-16 PERMIT RESUT3AITTAL
<br /> AND VISUAL ALARM WHEN THE TANK(S) ARE FILLED TO THE 90% LEVEL.
<br /> SCALL: 1/2 = 1 -� 3 7-31-17 PERMIT RESUBMITTAL
<br /> XX NOTE: 4 8-16-17 CONSTRUCTION RELEASE
<br /> INDICATES ITEMS FOUND ON MATERIALS LIST SHEETS M.5.3.01 & M.5.3.02
<br /> C D G Q n-14-n REV. FOR coNSTRucnoN
<br /> M.5.3J6 M.5.3.16 M.5.3.16 C D G H 1 7" CONCRETE SLAB AT Q
<br /> M.53.12 M.53.12 M.53.12 M.53.12 2" INSIDE 3" DOUBLE M.5.3.12 M.5.3.12 M.5.3.12 M.5.3.12 87.6 LB/CF B
<br /> WALL FRP VACUUM
<br /> CROSSOVER TO FILL
<br /> /// M.53.18 M.53.18 M.53.18 SUMP FOR VENT & 45.25'
<br /> 7" THICK CONCRETE 2 3 1 1 13 VAPOR CONTINUOUS - 1 13 0
<br /> SLAB (ACT ) MONITORING. Q
<br /> ASPHALT AND STONE PER H D
<br /> PROJECT SPECIFICATIONS M.5.3.18 1" FRP BONDED 134 3 4 (TMP.) (2) 3.5' DIA. ,
<br /> ENTRY FITTING ( 1 (TMP ) 10 11 (TYP.) ( SUMPS
<br /> 10 11 (TYP.) (TYP.) SEAL:
<br /> a
<br /> d r
<br /> A�Fy
<br /> e ° .. d .a. TANK DEPTH 2 4' MIR. VESSI
<br /> COVE 3" PEA GRAVEL MIN. TO 1 4 1.5' GRAVEL: •1" COND. LOOP TO SUMP 18 189 2" INSIDE 3" DOUBLE - - PREVENT LOAD TRANSFER S GRUBS0 5 DIA9,000 LB 4
<br /> WALL FRP VACUUM I TO TOP OF TANK O " .,.a`' I © COLUMN
<br /> J-BOX ( _ CROSSOVER TO FILL =
<br /> 4" FRP RISER TO GRADE 166 a
<br /> SUMP FOR VENT & w I I 5 .6T X 1.5' X 36.0' �Q
<br /> VAPOR CONTINUOUS I o DEADMAN q O 1 V 1 V ".'�
<br /> HOME RUN TO 6 O5 1" FRP BONDED "' rr Of \�iti
<br /> 7 6 I MONITORING. I r TF -AOR
<br /> BUILDING -- SO 134 m CAL,
<br /> 1" FRP BONDED ' ENTRY FITTING 12" x
<br /> DUAL FLOAT HYDROSTATIC 34
<br /> 0 ENTRY FITTING (TIP•) 13'-6"
<br /> MONITORING SENSOR O (TYP.) 6 Z 5 =
<br /> HYDROSTATIC
<br /> TO TURBINE
<br /> RESERVOIR =-� - ----- _ SUMP
<br /> ( __ ____�._ - -_ ..._ . . . Q � BUOYANCY CALCULATIONS Z
<br /> SLOPE SIDES OF TANK HOLE OR Q - I CALCULATION BASED ON SUBMERGED WEIGHT OF ALL MATERIALS: rn
<br /> USE SHORING FOR ALL TANK -
<br /> EXCAVATIONS IN ACCORDANCE WITH , �� __�= _ _ -` TANK WITH SPHERICAL ENDS, 10.5' O.A. DIAM. (10' NOMINAL) o
<br /> OSHA 1926 SUBPART P, OSHA / '� \ TANK LENGTH: 37' 9-1/4" TANK DIAMETER 10'-6"
<br /> STANDARDS - EXCAVATIONS; FINAL \ _ / \ / �' TRY 36'-0" DEADMAN, EACH SIDE, 18" WIDE X 8" HIGH o
<br /> RULE OCTOBER 1, 1989
<br /> EMPTY TANK UPLIFT = 19,666 GAL = 2629 CU FT
<br /> \ DEVELOPMENT INFORMATION: �
<br /> co 7.48 GAL./CF
<br /> / 19 EXTRACTOR FITTING 20 EXTRACTOR FITTING 2629 CU FT X 62.4 LBS/CF = 164,049 LBS (DISPLACED WATER) ARCO NTI
<br /> IL
<br /> Q5 I ( �� II TANK SUMP UPLIFT = (2) X 3.14 X 2.0'2X 4' = 100.5 CU FT MODIFIED
<br /> OVERFILL PROTECTION OVERFILL PROTE 10 / + (2) X 3.14 X 1.75'2X 4' = 77.0 CU FT N
<br /> 3000 am/pm
<br /> DROP TUBE SET AT 41 15 I DRO T E S A 41 5 I I ( \\ ? 177.5 CU FT p
<br /> \\ I 95% (ACT.) 5% ( P. I I „` Q 177.5 CF X 62.4 LBS/CU FT = 11,076 LBS (DISPLACED WATER) w/ 26x65 CAR WASH o
<br /> \ TOTAL TANK UPLIFT = 164,049 LBS + 11;076 LBS = 175.125 LBS } FUEL CANOPY w/ 8 MPD's
<br /> ( I 04 TANK LEVEL GAUGE W/ 04 TANK LEVEL GAUGE W \
<br /> 7 BACKFILL WITH PEAGRAVEL I 2" FLOAT KIT. OVERFILL I I 2" FLOAT KIT. OVERFILL O SITE ADDRESS: `
<br /> \\ \\ PER TANK MANUFACTURER
<br /> SPECIFICATIONS. FACT.) ( I P ITY I ALARM AT 90% CAPACITY I //\//\ I E
<br /> // 05 ALARM AT 90% O6 II \\/\\/ 1a HOLD DOWN CALCULATION
<br /> �� C) � TANK SLAB: .58' X 13.5' X 45.25' = 354.3 CU FT TRINITY PARKWAY
<br /> O 354.3 CU FT X 87.6 LBS/CU FT = 31.037 LBS @ SCOTT CREEK DRIVE o
<br /> 12"x24"x11GA STEEL STRIKER \\ \\� 2 CUBED BACKFILL ABOVE TANK: STOCKTON,CA
<br /> PLATES TYP. UNDER ALL OPENINGS / / \//\//\� 4' X 10.5' X 37.75' 1,585.5 CU FT - 177.5 CU FT = 1,408 CF ---- CP
<br /> W/ MANWAYS ON FIBERGLASS TANK I I / / / 1,408 CU FT X 57.6 LBS/ CU FT = $,yQQ LESS + FACILITY # TBD
<br /> (BY TANK MANF.) / \\ \\//� (� CURVED BACKFILL ABOVE TANK:
<br /> z \ \\/ \\ a N 3.14 X 5.25'ZX 37.75' = 3,267.0 CU FT DESIGNED BY: ALLIANCE Z&DM: Lo
<br /> o `//\// �� 12"x12"xt 1GA STEEL STRIKER PLATES x X /// j\ 10.5' X 10.5' X 37.75' = 4,161.9 CU FT O ECIa BY., BP REPM:
<br /> TYP. UNDER ALL OPENINGS W/O Q . / //\\//\\i 4,161.9 CU FT - 3,267.0 CU Fi = 894.2 CU FT= 447.45 CU FT DRAWN BV: NUANCE PIA:
<br /> Z MANWAYS ON FIBERGLASS TANK N z `' N z `_ ' //%//%
<br /> o m w w ro, ' °. " (BY TANK MANE} Lq
<br /> "o- \ \ 447.45 CU FTX 57.6 LBS CU FT = 25.773 LBS
<br /> \\ / VE PR QCT NO•
<br /> 1.5'AVXL 1�OLUXN36 OOVX DEADM FT CU FT
<br /> „ ": b:. .. ;, o- 1,566 CU FTX 57.6 LBS/ CU FT = 90.202 LBS DRAW NG TITLE:
<br /> .�, J .. 16700 /
<br /> o N EA GRAVEL ::.�..•ro. ;• .,
<br /> .:. 1 .. ro.• .. ro.. ro.. ,.P.. ,a °_ a.,. _ N
<br /> ro TRAPPER SCREEN . ro': :. . a' =a TRAPP
<br /> \ e..•.. .. .o- ...o•• :•tl' , a ER SCREEN \ \
<br /> .. n „:.�:•.'r. •._.�..."r. CRETE DEADMEN•
<br /> t os ro w:P:•` G TYPICAL 12,000/8,000 GALLAN
<br /> .. 7 INSTALLED OVER .. .. . .
<br /> .$ ON
<br /> tl'-
<br /> TCP. w
<br /> ro :.
<br /> p a P / /
<br /> O pea
<br /> ...�. .. .. .. .. .6T X 1.5' X 36.0' 36.2 CU FT
<br /> lY .
<br /> COMPACTED SOIL 9 P ... ro -. . •, ro• ,° • :,:. •:: b:. : •:. \ \ DOUBLE WALL FIBER
<br /> .. °.. • .. w b w ° ... . < .. w . . . . .. I OU GLASS TANK
<br /> / 36.2 FT X 87.6 LBS/ CU FT X (2) = 6.342 BSDETAILS -
<br /> \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ INSTALLATION o
<br /> 6 DRY WEIGHT OF TANK: 9.000 LBS
<br /> i TOTAL HOLD DOWN: 243.454 LBS SHEET NO:
<br /> vo
<br /> END OF TANK
<br /> 2' MIN. op TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER 2' MI TOTAL HOLD DOWN: 243.454 LBS = 1.39 SAFETY FACTOR
<br /> 10 10 TOTAL TANK UPLIFT: 175,125 LBS RUN
<br /> A: UNDERGROUND TANK SECTION DETAIL BUOYANCY CA C. 20000 GAL. TANK
<br /> SCALE: 1/2" = 1 '-O" a
<br /> SCA E: NTS a
<br /> LL
<br />
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