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<br /> NOTES: UST INSTALLATION bp
<br /> _\ ..........
<br /> SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN.
<br /> FIBER REINFORCEMENT TO BE USED, PREMIX UNIFORMLY THROUGHOUT
<br /> CONCRETE,
<br /> REINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" FROM
<br /> SURFACE,
<br /> REINFORCE CONCRETE SLAB AROUND MANHOLE WITH (4) #4 REBAR 60" IN
<br /> ------ LENGTH. PLACE REBAR 6" FROM SIDES OF BOX.
<br /> _7N
<br /> SINGLE 1" CONDUIT .TO EACH SUBMERSIBLE PUMP. PROVIDE SEAL.--OFF AT
<br /> -------
<br /> y
<br /> SUMP & BUILDING WIRING TROUGH. CONTAINS UNE VOLTAGE WIRING, ALL
<br /> A 110N CAFjj
<br /> 1 , oQ0 G �!AdTi
<br /> <>
<br /> 8" 3" 1 1 .-1 ROBROY PVC COATED CONDUIT
<br /> CONDUIT PENETRATIONS MUST BE MADE WIT�
<br /> Ju _D -----------
<br /> .......... ON LY,
<br /> 1� - �__-___ 1-i...............------t___i. 1--__,
<br /> Ix -A uj -< 2
<br /> w 8" 8"
<br /> =�V) e ANDARD MONITORING HOMERUN CONDUIT TO EACH TANK.
<br /> B NE RESERVOIR 42" DIA. FILL SUMP - le 11 ONE 1" S1
<br /> ND INTERSTITIAL- TANK WEIGHT 1�oe
<br /> 42 0R 48' DIA. FOR STANDARD MONITORING DEVICES, LOOP CONTAINMENT SL,,IMP
<br /> TURBINE SUMP
<br /> MONITOR 4,800 LBS DRY SENSORS, PLLD, VAC SENSORS & TANK GAUGE TO TANK INTERSTITIAL
<br /> 4j (�j cp
<br /> \ T (48" USED W/ 2 <6> SENSOR LOCATION AND HOMERUN T`0 BLDG. PROVIDE SEAT__-OFF"S IN
<br /> 59950 LBS W/BRINE TURBINES) BUILDING & PRIOR TO LEAVING HAZARDOUS AREA. ROUTE' TO
<br /> INTRINSICALLY SAFE TROUGH IN BUILDING. CONDUITS SHALL CONTAIN
<br /> d
<br /> E) FACE WIRING FOR SENSORS. ALL CONDUIT PENETRATIONS
<br /> ARCO
<br /> ------- ONLY LOW VOL
<br /> MUST BE MADE WITH ROBROY PVC COATED CONDUIT ONLY.
<br /> 0
<br /> 00 EP WEST 00Affr FCDJCYA U.0
<br /> \ �' - USE PEA GRAVEL, CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN
<br /> 22" DIA, & MAX OF IN SIZE, FREE OF CLAY, SLAG, CINDERS, OR DEBRIS, ALL
<br /> 104 ANCHOR S TRAP
<br /> LOCATION (TYP.)
<br /> MANWAY
<br /> TANK LIFTING LUGS SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S & OWNER'S FIELD
<br /> \ --(Typ.)
<br /> REPRESENTATIVE,
<br /> 0 NOT USED.
<br /> \ r"'' ��>
<br /> NOT USED.
<br /> -HE FOOTPRINT OF THE TANKS. REQUIRED TO PROVIDE FOR PROPER
<br /> ----------- L TANK PAD MINIMUM 2'--0" OFF OUTSIDE WALLS OF TANKS, AND MUST 0
<br /> ------ COVER 1 0
<br /> _j
<br /> TANK HOLD DOWN, AND TO PRE-VENT ACCIDENTAL DRILLING INTO TANK.
<br /> co
<br /> 11 CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE CORNERS
<br /> ----------------------------- ------------ ..........
<br /> WHERE MEETING CONCRETE,
<br /> 161/2"� ------- E N
<br /> 11 1/8" 10001--_---------------------01 REFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS & NUMBER OF
<br /> > PRODUCT LINES (1 OR 2 PER UST SUMP),
<br /> (Typ') 18215 72ND AVENUE SOUTH
<br /> 'TURBINE AND FILL SIDE SUMP CONFIGURATION SHOWN IS TYPICAL, FOR KENT, WA 98032
<br /> SPECIFIC DESIGN CRITERIA AF THESE SUMPS SEE ACCOMPANYING TANK (425)251.--6222
<br /> 3'--3 7/8" 84-3" 7 --4 1/4" 8'_3°F 3'--3 7/8" INSTALLATION SITE PLAN & SUMP DETAIL. DRAWINGS NOTED ABOVE, (425)251-8782 FAX
<br /> ---------- -----------------
<br /> _1�--------------- --- -------_--
<br /> 30'-6" <> TANK ANCHORING OPTIONAL, CONSULT LOCAL, REGULATION; VERIFY WITH UAL ENGINEERING, LAND PLANNING,
<br /> ............... ------ ------------------------------------ ----------------- OWNER'S REPRESENTATIVE, SURMING, ENVIRONMENTAL SERVICES
<br /> OVERFLOW PROTECTION: UST OVERFLOW COMPLIANCE IS ACHIEVED BY USE OF
<br /> _.,<�>OPTIONAL MANUFACTURER SUPPLIED OVERFLOW PREVENTION DROP TUBE FLAPPER VALVE SET AT 95% AND IS IN NO" DATE REVSION DESCRIP'OON
<br /> 12"x12"x16' DEADMAN ACCORDANCE WITH FEDERAL AND STATE GUIDELINES FOR UST OVERFILL 02/25/16 PLAN REWW MWDn
<br /> UNDERG""ROUND TANK PLAN VIEW (TYP. OF 4) REQUIREMENTS,
<br /> AE 10/4/16 AGENMVOWNER REVS
<br /> SCALE: 1/2" l '-.0" AN OVERFILL Al.-ARM AND ACKNOWLEDGE SWITCH TIED INTO THE VEEDER ROOT Z,
<br /> "\ 10/27/16 AGENC`( REVS
<br /> AUTOMATIC 'TANK GAUGE SYSTEM, THE MONITORING SYSTEM PROVIDES AN -------------
<br /> D E F AUDIBLE AND VISUAL ALARM WHEN THE TANK(S) ARE FILLED TO THE 90%
<br /> FOR OPW FILLS -w -
<br /> 3714 J W .3.14 1 FOR SINGLE IST & SINGLE UST A-L
<br /> ._(M._5� -----------------------------------------------
<br /> _3
<br /> (2012 CONFIGURATION) X INDICATES ITEMS FOUND ON MATERIALS LIST SHEETS M,5.3,01 & M,5,3,02
<br /> 0�
<br /> D E IF
<br /> FOR FRANKLIN FUELII
<br /> SYSTEMS FILLS Z.1 M.5...17 M,5,117 ------- ...... _A-L-11-1-1
<br /> NOTE: �2
<br /> CHOSE APPLICABLE DRAWINGS
<br /> 3 --\, FOR CONFIGURATION, A-p
<br /> ------------------------------------------------
<br /> AND STONE PER G 4 3 4 (TYP.) __0 Ag
<br /> PROJECT SPECIFICATIONS 345
<br /> 10 11 (TYP.) 7" CONCRETE SLAB AT
<br /> <� 10, 1 _i�
<br /> <1> (1-yp,) 87.6 LB/CF
<br /> (T),p ------------- SEAU
<br /> ..........
<br /> (2)
<br /> 15' DIA,
<br /> SUMPS
<br /> ..............
<br /> 3" PEA GRAVEL MIN, TO CHRIS M. TE�A,�ql""",,,
<br /> Y
<br /> PREVENT LOAD -TRANSFER
<br /> 1 COND° LOOP TO SUMP - ... \" -\\r -<D24' Mk cuq15
<br /> J-BOX TO TOP OF TANK COVER
<br /> 'FAN K
<br /> 4" FRP RISER TO 47, < -7 0 DEPTH jj
<br /> GRADE ------6" WIDE DETECTABLE L�kRGROUND R >_ I/ 1 4
<br /> MARKING TAPE BURIED 6"12" fy- 8,0' DIA, .............. ........ (4 p
<br /> -.-.) 4,800 LBS _�1,0' GRAVEL <
<br /> DUAL FLOAT HYDROSTATICBELOW FINISHED GRADE: EMPIRE COLUMN c I v
<br /> n m
<br /> ---------- MAGNA TEC #31---143
<br /> MONITORING SENS( IF 5 ()F' C
<br /> 6
<br /> op
<br /> (> HOME RUN TO 1341" FRP BONDED 1,0' x 1°0' X 32V
<br /> 6
<br /> BL ___�124)ENTRY FITTING DEADMAN
<br /> J ------
<br /> HYDROSTATIC (Typ�)
<br /> 7
<br /> RESERVOIR
<br /> 1 o'_0 12"
<br /> SLOPE SIDES OF TANK HOLE OR
<br /> -IONS
<br /> USE SHORING FOR ALL TANK BUOYANCY CALCLJI.-AJ
<br /> EXCAVATIONS IN ACCORDANCE' WITH
<br /> CALCULATION BASED ON SUBMERGED WEIGHT OF MATERIALS:
<br /> OSHA 1926 SUBPART P, OSHA 1" FRP BONDED(DS4.
<br /> r
<br /> STANDARD S - EXCAVATIONS; FINAL_ ENTRY FITTING TANK WITH SPHERICAL ENDS, 8.0' O.A. DIA, (8' NOMINAL.)
<br /> TANK DIAMETER 8'0"
<br /> RULE OCTOBER 1, 1989 ---------- ......... ANCHOR STRAP TANK LENGTH: 30' 1
<br /> F
<br /> j
<br /> -<4>LOCATION (TYP.) TRY 32'--0" DEADMAN, EACH SIDE, 12" WIDE X 12" HIGH
<br /> q EXT�ACI`OR FIIN DEVELOPMENT INFORMAnON:
<br /> EMPTY TANK UPLIFT' 10,000 GAL
<br /> 'VE T�64
<br /> 6 F F11 L PROT
<br /> X
<br /> DR F' TU AT 7.48 GAL./CF
<br /> ARCO Nfl
<br /> BACKFILL, LTH 1,337 CU FT
<br /> X/,
<br /> X
<br /> X
<br /> 37 CU FT' X 62A
<br /> PEAGRAVEL E. TANK! -yp,)
<br /> 0�\ ".�% -0 ;,L)7. (1 6
<br /> /�X/ Al LESS ( F 83,429 LBS (DISP(ACED WATER) 3000 am/pm
<br /> MAN UFACTU RER 2
<br /> 1 \611^5j\>-
<br /> 4'V 00 TANK SUMP UPLIFT (2) X 3,14
<br /> SPECIFICATI)NS (TYP X 1.7 5' X 4' 7 6,9 C U FF
<br /> FUEL CANOPY
<br /> 12 24"x fll GA) STEEL w/ 6 MPD's
<br /> 00
<br /> ST ;KER LAT _ER)
<br /> \, \ FEEL STRI(ER PLAFEB 76,9 CF X 62.4 L.BS/CU FT 4,799 LBS (DISPLACED WAI
<br /> TANK 1.EVEL GALIGE vv
<br /> 12"x 1 2"x 11 A (S TYF,�
<br /> -TYR UND_R ALL 01`11�.NINGS 1 W/��
<br /> 04
<br /> ENING S W/
<br /> c
<br /> TAN 2" FLOAT KIT. OVERFILL�
<br /> MA'NW,' �ON Fl.-�ER��LASS i MANWAYS:ON FIBERGLASS TOTAL TANK UPLIFT 83,429 LBS + 4,799 LBS 88- 228 LBS
<br /> \\\! \ 05 ALARM AT 90% CAPAC0
<br /> Y TANK M NF SITE ADDRESS�
<br /> TANK
<br /> HQL2
<br /> _QQW_N_&_AjS,QLAI-01
<br /> (BY TANK' MA IF�)
<br /> \X X/ 15 g,
<br /> (DTANK SLAB: .58' X 1 OV X 345 200,1 CU FT E90ALON AVENUE
<br /> 0 X/
<br /> 2001 CU FT X 87.6 LBS CU FT 1�7
<br /> 5 LHSFKV-WAY 120
<br /> \ \ °," ° \ 'SCALORCA
<br /> Z ...... F
<br /> -- ----- ------- X� m C2) CUBED BACKFILL ABOVE TANK:
<br /> xK
<br /> 4' X 8.0' X 305 976 CU FT - 76.9 CU FT 99,1 CF
<br /> \�x
<br /> QCURVED BACKFILL ABOVE TANK:
<br /> 4-
<br /> .................... 8991 CU FTX 57.6 LBS/ CU Fl 1,.Z8d tr
<br /> > FACILITY # TBD
<br /> 2 DESIGNED BY. ALUANCE Z&DM,
<br /> 3 '14 X 4.0' X 305 1,532�3 CU FT
<br /> x
<br /> V-0" MIN, PEA GRAVEL 7
<br /> IT
<br /> DiECKED ft, BP REPM:
<br /> ov
<br /> TRAPPER SCREEN
<br /> 8V x 8,0, X '305 1,952 CU FT
<br /> atm
<br /> "> INSTALLED OVER
<br /> -__-------------------- ------.........
<br /> TANK SHALL BE SET' DEAD LEVEL x
<br /> COMPACTED SOIL
<br /> 'U FT 4193 C U FT
<br /> ------ 1,952 CU FT - 1,532,3 C
<br /> I 209�9 CU FT DRAWN BY, AUJANM PM:
<br /> �X/,\0Xx 2
<br /> _F L
<br /> 209.9 CU FT X 57,6 LBS/ CU F ?,090 LBS I&RSION: PROJECT NO-
<br /> V-12 0
<br /> _7\
<br /> NATIVE VIRGIN SOIL
<br /> GRAVEL. COLUMN ABOVE DEADMEN:
<br /> \1 /x
<br /> 17,223
<br /> END OF 'TANK 1,0' X 12.0' X 32,0' X 2 = 768�O CU FF
<br /> 0
<br /> 2' MIN. TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER 2' MIN. 76&0 CU FT X 57,6 LBS/ CU FF �44 ?,37
<br /> ------------------------------------------------------------------------ ------- -------------------------------__ ...........................................- - ------------------- --------------------------------- - - ---------------------------------------------------------------------------------------------------------------------------------- --------------------- -—------------___-__-__ -------_-----_----__--_
<br /> .............. IK �
<br /> CONCRETE DEADMEN: 'TYPICAL 10,000 GALLON
<br /> 10 00 1 V X 1,0' X 32V = 32.0 CU FT DOUBLE WALL FIBERGLASS TANK
<br /> 32.0 CU FTX 87"6 L.BS/ CU FT X (2) = 5,6k LBS AILS
<br /> INSTALLATION DET
<br /> DRY WEIGHT OF TANK:
<br /> ------- SHEET �707_
<br /> .......... TOTAL HOLD DOWN: 1 05 1,13-
<br /> TOTAL HOLD DOWN: 13.(�L05-0_IB i 1,54 SAFETY FACTOR
<br /> TOTAL TANK UPLIFT: 88,228 LBS
<br /> 4
<br /> BUOYANCY CALC, 10,000 GAL.. TANK
<br /> Aw
<br /> wUNDERGROUND TANK SECTION DETAIL
<br /> Mm5m3mO5
<br /> SCALE: 1/2" = 1 0" SCALE: NTS
<br />
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