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CLIENT:
<br /> 4 -11 1/2" O T T INSTALLATION
<br /> OSLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN.
<br /> OFIBER 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 /> 3 SURFACE.
<br /> 4 REINFORCE CONCRETE SLAB AROUND MANHOLE WITH (4) #4 REBAR 60" IN
<br /> 209000 G A L ON C A P AU T O LENGTH. PLACE REBAR 6" FROM SIDES OF BOX.
<br /> (I SINGLE 1" CONDUIT TO EACH SUBMERSIBLE PUMP. PROVIDE SEAL-OFF AT
<br /> g°? 811 O SUMP & BUILDING WIRING TROUGH. CONTAINS LINE VOLTAGE WIRING. ALL
<br /> 8" 8" CONDUIT PENETRATIONS MUST BE MADE WITH ROBROY PVC COATED CONDUIT
<br /> >_ » 17 ONLY.
<br /> of V ww 22 DIA. MANWAY
<br /> o zi
<br /> J o D o� ONE 1" STANDARD MONITORING HOMERUN CONDUIT TO EACH TANK.
<br /> 2 Ln 42" DIA. FILL SUMP of C > w TANK LIFTING LUGS 48" DIA. TURBINE SUMP FOR STANDARD MONITORING DEVICES, LOOP CONTAINMENT SUMP 11 OF
<br /> SENSORS, PLLD, VAC SENSORS & TANK GAUGE TO TANK INTERSTITIAL
<br /> BRINE RESERVOIR TANK GAUGE (TYP°) OSENSOR LOCATION AND HOMERUN TO BLDG. PROVIDE SEAL-OFFS IN
<br /> AND INTERSTITIAL LOCATION BUILDING & PRIOR TO LEAVING HAZARDOUS AREA. ROUTE TO
<br /> MONITOR + ® ® ® ® ® \ INTRINSICALLY SAFE TROUGH IN BUILDING. CONDUITS SHALL CONTAIN
<br /> ONLY LOW VOLTAGE WIRING FOR SENSORS. ALL CONDUIT PENETRATIONS ARCO
<br /> co% co MUST BE MADE WITH ROBROY PVC COATED CONDUIT ONLY.
<br /> - z?tar omKmmm LLC
<br /> 0 0 00 ®® ® USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN %"
<br /> ANCHOR STRAP + + ®\ �-® ® O & MAX OF %" IN SIZE, FREE OF CLAY, SLAG, CINDERS, OR DEBRIS. ALL
<br /> LOCATION (TYP.) 14 SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S & OWNER'S FIELD
<br /> STRAP CHANNEL REPRESENTATIVE.
<br /> THROUGH SUMP
<br /> TANK 9GHT
<br /> 9975LS DRY O8 NOT USED.
<br /> �� 13,350 LBS /BRINE NOT USED. '
<br /> o' a'
<br /> 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
<br /> TANK HOLD DOWN, AND TO PREVENT ACCIDENTAL DRILLING INTO TANK.
<br /> 11 CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE CORNERS
<br /> WHERE MEETING CONCRETE. ® �
<br /> E�iC�
<br /> 12 REFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS & NUMBER OF
<br /> PRODUCT LINES (1 OR 2 PER UST SUMP).
<br /> 18215 72ND AVENUE SOUTH
<br /> TURBINE AND FILL SIDE SUMP CONFIGURATION SHOWN IS TYPICAL. FOR KENT, WA 98032
<br /> SPECIFIC DESIGN CRITERIA AT THESE SUMPS SEE ACCOMPANYING TANK (425)251-6222
<br /> INSTALLATION SITE PLAN & SUMP DETAIL DRAWINGS NOTED ABOVE. (425)251-8782 FAX
<br /> 10" 16 1/2" (TYP.) O TANK ANCHORING OPTIONAL. CONSULT LOCAL REGULATION; VERIFY WITH
<br /> 14 OWNER'S REPRESENTATIVE. CML ENGINEERING, LAND PLANNING,
<br /> 5'-6" 5'-6" 6'-10 1/2" 1'-8" 5'-6" 6'-10 1/2" 5'-6 1/4" OVERFLOW PROTECTION: UST OVERFLOW COMPLIANCE IS ACHIEVED BY USE OF40 SURVEYING, ENVIRONMENTAL SERVICES
<br /> OVERFLOW PREVENTION DROP TUBE FLAPPER VALVE SET AT 95% AND IS IN NO. DATE REVISION DESCRIPTION
<br /> O ACCORDANCE WITH FEDERAL AND STATE GUIDELINES FOR UST OVERFILL
<br /> 37'-5 1/2" 15 REQUIREMENTS. i
<br /> OPTIONAL MANUFACTURER
<br /> ��� SUPPLIED 18"x8"x18' DEADMAN 14 AN OVERFILL ALARM AND ACKNOWLEDGE SWITCH TIED INTO THE VEEDER ROOTUNDERGROUND TANK PLAN 2
<br /> (TYP. OF 4) A B G H FOR MASTER-SLAVE ISTs ON MANIFOLDED LISTS AUTOMATIC TANK GAUGE SYSTEM. THE MONITORING SYSTEM PROVIDES AN 3
<br /> 9y 9 y, A B C FOR OPW FILLS M.5.3.09 M.5.3.09 M.5.3.09 M.5.3.09 USING SINGLE 2 HP TURBINE ON 20K TANK AUDIBLE AND VISUAL ALARM WHEN THE TANK(S) ARE FILLED TO THE 90%
<br /> SCALE: 1/2 = 1 -0 M.5.3.93 M.5.3.13 M.5.3.13 (2022 CONFIGURATION) LEVEL. 4
<br /> M.5.3.14 M.5.3.14 M.5.3.14 FOR MASTER-SLAVE ISTs ON MANIFOLDED USTs XX NOTE: y
<br /> A B G H USING DUAL 2 HP TURBINES ON 20K TANK O INDICATES ITEMS FOUND ON MATERIALS LIST SHEETS M.5.3.01 & M.5.3.02
<br /> A B C M.5.3.10 M.5.3.10 M.5.3.10 M.5.3.10 2022 CONFIGURATION O
<br /> M.5.3.16 M.5.3.16 M.5.3.16 FOR FRANKLIN FUELING ( ) 41,5' 7" CONCRETE SLAB AT
<br /> SYSTEMS FILLS _--- 1
<br /> M.5.3.17 M.5.3.1_7M.5.3.17 1 13 A B G H FOR SINGLE IST & SINGLE UST 87.6 LB/CF
<br /> 7" THICK CONCRETE(STMP j 2 3 M.5.3.11 M.5.3.11 M.5.3.11 M.5.3.11 (2012 CONFIGURATION)
<br /> G 13 6" WIDE DETECTABLE NOTE:
<br /> ASPHALT AND STONE PER (TYP.) 3 4
<br /> PROJECT SPECIFICATIONS M.5.3.14 M.5.3.13 UNDERGROUND MARKING CHOSE APPLICABLE DRAWINGS FOR 3.5' DIA.
<br /> TAPE BURIED 6"-12" BELOW CONFIGURATION 10 11 (TYP.) I SUMPS 99
<br /> (TYP.)
<br /> M.5.3.15 FINISHED GRADE: EMPIRE (TYP.) 1 Q
<br /> 10 1 1 TYP.
<br /> M.5.3.17 2
<br /> SEAL'
<br /> MAGNATEC #31-143
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<br /> _ 4 TANK DEPTH �F,� ®l �4, r�• �!
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<br /> 3" PEA GRAVEL MIN. TO 10.5 DIA. 4 1.5' GRAVEL
<br /> 1" COND. LOOP TO SUMP 187 189 PREVENT LOAD TRANSFER = I 9,750 LBS COLUMN ch
<br /> 7 J-BOX I TO TOP OF TANK C rn
<br /> 7 CLI
<br /> zo
<br /> " 2" INSIDE 3" DOUBLE O I I 7 .67' X 1.5' X 36.0'
<br /> 4 FRP RISER TO 166 WALL FRP VACUUM o DEADMAN
<br /> GRADE CROSSOVER TO FILL 134 1" FRP BONDED in m
<br /> DUAL FLOAT HYDROSTATIC I SUMP FOR VENT & ENTRY FITTING ���• C J V I �
<br /> O 6 VAPOR CONTINUOUS TYP. _ " ®F ®�
<br /> MONITORING SENSOR 5 (TYP.)
<br /> MONITORING - 6 z 12 CA�-
<br /> 6 13'-6„
<br /> HOME RUN TOO g
<br /> BUILDING HYDROSTATIC 1" FRP BONDED 34
<br /> RESERVOIR ENTRY FITTING
<br /> SLOPE SIDES OF TANK HOLE OR (TYP.) D BUOYANCY CALCULATIONS
<br /> USE SHORING FOR ALL TANK
<br /> EXCAVATIONS IN ACCORDANCE WITH = _ _ - _ _ - CALCULATION BASED ON SUBMERGED WEIGHT OF MATERIALS:
<br /> TANK WITH SPHERICAL ENDS, 10.5' O.A. DIA. 10' NOMINAL
<br /> OSHA 1926 SUBPART P, OSHA TANK LENGTH: 37' S-1 2" TANK DIAMETER 10'-6" )
<br /> STANDARDS - EXCAVATIONS; FINAL \ /
<br /> RULE OCTOBER 1, 1989
<br /> TRY 36'-0" DEADMAN, EACH SIDE, 18" WIDE X 8" HIGH
<br /> o _ \\ EMPTY TANK UPLIFT = 20,000 GAL
<br /> 2,674 CU FT DEVELOPMENT INFORMATION:
<br /> \ � 7.48 GAL./CF
<br /> 10 41 00 .4 \\ 2,674 CU FT X 62.4 LBS/CF = 166,858 LBS (DISPLACED WATER) ARC® Wn
<br /> �j II ,2 ,
<br /> TANK SUMP UPLIFT = (2) X 3.14 X 1.75 X 4 - 76.9 CU FT �� am/pm
<br /> EXTRACTOR FITTING
<br /> ANCHOR STRAP
<br /> LOCATION (TYP.) \ // 76.9 CF X 62.4 LBS CU FT = 4,799 LBS DISPLACED WATER FUELS CANOPY
<br /> BACKFILL WITH PEAGRAVEL I I „ \\/ TOTAL TANK UPLIFT = 166,858 B = � 6 WD s
<br /> LBS �- 4 799 LBS
<br /> 171.657 LBS
<br /> PER TANK MANUFACTURER ' I TANK LEVEL GAUGE W/ 9 9
<br /> OVERFILL PROTECTION DROP I G@0 " \\ \
<br /> 2 FLOAT KIT. OVERFILL
<br /> I I / /
<br /> SPECIFICATIONS. (TYP.) (TYP.) 41 15 ALARM AT 90� / / y
<br /> //\\//\\ TUBE SET AT 95� TYP. I CAPACITY I \%\\%\ 0 10TANKLD OSLA6 WN CALCULATION
<br /> XTI03.5 X 41.5 = 325.0 U
<br /> j ! SITE ADDRESS:
<br /> \�\%\\%\ P ONAL ALV fJ \\ \\ O 325.0 CU FT X 87.6 LBS CU FT = 28,470 LBS
<br /> IP ON P E l \//\\//� / E ALON AVRUE
<br /> �� ® CUBED BACKFILL ABOVE TANK:
<br /> 4' X 10.5' X 37.5' = 1,575 CU FT = 76.9 CU FT = 1,498.1 CF ©K
<br /> ZMAY 20
<br /> 1,498.1 CU FT X 57.6 LBS/ CU FT 82.291 LBS EMM CA
<br /> \\ \\ \\ J111
<br /> LL / \//\//\/ ® CURVED BACKFILL ABOVE TANK:
<br /> 12"x12"x11GA STEEL STRIKER PLATES TYP. N //\\//\\ 3.14 X 5.25'2X 37.5' = 3,245.5 CU FT FACIM
<br /> UNDER ALL OPENINGS W/O MANWAYS ON a 12"x24"x11GA STEEL STRIKER PLATES TYP. \\/\\/� 10.5' X 10.5' X 37.5' = 4,134.4 CU FT
<br /> \\ / UNDER ALL OPENINGS W MANWAYS ON /� /� 4,134.4 CU FT - 3,245.5 CU FT = 888.9 CU FT DESIGNED BY: AWANCE z&DM:
<br /> o �j/\\//\\ \ FIBERGLASS TANK (BY TANK MANE) / _ \/\\/\ 2 - 444.5 CU FTAL
<br /> o \\\�\\ \ z FIBERGLASS TANK (BY TANK MANF.) ; , \//\// CHECKED BY: OV BP REPM:
<br /> / `V / a \/\/ 444.5 CU FT X 57.6 LBS CU FT = 25,603 LBS
<br /> C)ry / / \ \ / DRAW BY: AWANCE PM:
<br /> C) W 0-;//\ \ \` - j/ \//�\///� ® GRAVEL COLUMN ABOVE DEADMEN: AL
<br /> + } j\\� \ \ 1.5' X 14.5' X 36.0' X 2 = 1,566 CU FT mad: PROI ECT No
<br /> z \/ \ :. a 1�- �- Z� Z� - Z� �- �- �- �f- - �- v'_ /\/\ 1,566 CU FT X 57.6 LBS/ CU FT = 90°201 LBS �m� e� 17223
<br /> o /\\/\\ - 1 -0 MIN. PEA GRAVEL ���� ���
<br /> 0
<br /> 5
<br /> CONCRETE
<br /> DEADMEN:
<br /> o-\
<br /> . b DRAWING TITLE:
<br /> 7 b b
<br /> \ \
<br /> INSTALLED OV
<br /> ER
<br /> TRAPPER• • SCREEN' . _
<br /> O
<br /> . 'P
<br /> 109
<br /> .67 X 1.5
<br /> X 36.0 36.2 C
<br /> COMPACTED SOIL TANK SHALL BE SET DEAD LEVEL' ••• •• •• ••• .• .• / /
<br /> \ b / / TYPICAL 20 000 GALLON
<br /> 36.2 CU FTX 87.6 S CU
<br /> LB FT X
<br /> 2 6,342 LBS/
<br /> a•a a,ti ••.a
<br /> \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
<br /> \dQq :0.\ \ t \ \ \ \
<br /> DOUBLE WALL FIBERGLASS TANK6 DRY WEIGHT OF TANK: 9,750 LBS INSTALLATION DETAILS
<br /> \�/�\�/\\ \\�/�\�/�\�/�\�\�/.�//.�//,�//../i./ /ice//\//\\�/.\//�\//�\//�/�• %//�//.�/ /i./ ,/i./i /� /��//�/i /%//�\//\�/.\//.\�/\�/�\//�/' , /��//./� ,, /../i./i• /, . /�./i /�.//�/�./�.//, / // // // // //,.//i//��//ice///�//,.///// \/ -/ // // //
<br /> NATIVE VIRGIN � \/\\/�\/•\/�\��/ / \/� /\/\/�\/\\�\\��\��
<br /> 2 MIN END OF TANK SOIL END OF TANK TOTAL HOLD DOWN: 242°657 LBS
<br /> TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER 2' MIN. TOTAL HOLD DOWN: 242.657 LBS _ SHEET NO:
<br /> - 1.41 SAFETY FACTOR
<br /> 10 1Q
<br /> TOTAL TANK UPLIFT: 171,657 LBS
<br /> BUOYANCY CAUD-7. 20,000 U`ALo TANK
<br /> A° UNDEUROU ND TANK �rSEL,,.MO DETAL SCALE: NTS Mm51,3m03
<br /> SCALE: 1/2" = 1 '-0"
<br />
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