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CLIENT:
<br /> A NOTES: UST ANCHORING bp
<br /> SEE WHEN WORKING BELOW GRADE, EXTREME CARE MUST BE TAKEN TO ASSURE WORKMEN
<br /> TANK STATIC SAFETY. SLOPING AND SHORING SHALL BE PROVIDED TO COMPLY WITH OSHA
<br /> c.o.�.2 GROUNDING SYSTEM
<br /> 1 CONSTRUCTION INDUSTRY STANDARDS 29 CFR PART 1926 SUBPART P, OSHA
<br /> a STANDARDS-EXCAVATIONS: FINAL RULE OCTOBER 1, 1989. HARDHATS SHALL BE WORN
<br /> o BY ALL WORKMEN OPERATING IN EXCAVATION OR WHERE OVERHEAD WORK IS
<br /> V)
<br /> z _ z z PROGRESSING.
<br /> a
<br /> 0 z� < w w w w TANK ANCHORING REQUIRED WHEN A HIGH WATER TABLE IS ENCOUNTERED OR IS
<br /> c� z L c5 c�
<br /> m o c� a <w o Q <w <w o 2 REQUIRED BY LOCAL REGULATION. CONSULT WITH OWNER'S REPRESENTATIVE.
<br /> �oz � ocn>�FZ a c� ocn> ocn> 50159 CL
<br /> J N N0 in o ZOf C) a a z w a o o CL o o z v=, a INSTALL DEADMAN ANCHORS PER TANK MANUFACTURERS INSTALLATION INSTRUCTIONS.
<br /> o w Z 0 c> > �o ,Of `�; z w D � �' � � �' TANK LEVEL GAUGE ,`�; z c~i>
<br /> F o o w _ o a o `" w~ o m Y �' 0 w o z `" 0 Q o z o m DIMENSIONS OF MANUFACTURER SUPPLIED DEADMAN FOR:
<br /> 144 54 144 54 '� - a a �' �xQw J J �o o � za _j �XQo J J �xazo uj
<br /> o
<br /> z.... z � z � 1) 10' DIA. 25,000 GAL. TANK ARE 18"x8"x14'L (2 EACH SIDE)
<br /> Ma > � cnw» U- U _m M U- cnw>0 z � cnw>0 � 44 54 J ~
<br /> 150 159 13 & 18"X8"x18'L (1 EACH SIDE), QTY: TOTAL OF 6.
<br /> (SEE SHEET M.5.3.04)
<br /> 2) 10' DIA. 22,000 GAL. SPLIT TANK ARE 18"x8"x18'L (1 EACH SIDE)
<br /> 14 of & 18"x8"x22'L (1 EACH SIDE), QTY: TOTAL OF 4. 6
<br /> iv (SEE SHEET M.5.3.04)
<br /> 1 nw - TOTAL LENGTH OF FIELD CONSTRUCTED DEADMAN IS MIN. 12" GREATER THAN OVERALL
<br /> 8 II II LENGTH OF TANK.
<br /> U) N cn � 151 6 15 60 15 ARCO
<br /> 6 6 18 EACH TANK REQUIRES DEADMAN ON EACH SIDE.
<br /> m m m m '
<br /> HOLD DOWN STRAPS ARE REQUIRED FOR 25,000 & 22,000 GALLON TANKS AS OP WEST COAST PRODUCTS, LLC
<br /> 10,000 SPECIFIED AND SUPPLIED BY TANK MANUFACTURER. 7
<br /> DIESEL ° ° 12,000 co io N0. DATE DESCRIPTION
<br /> '° jo '° ® PREMIUM �8 LOCATE STRAPS ON RIBS WHERE INDICATED ON TANK.
<br /> 1 1
<br /> o 4 Q 04/01/2021
<br /> ° FASTEN WIRE WITH AT LEAST THREE CLAMPS AROUND DEADMAN AND THROUGH THE
<br /> 14 5 9 14 4 TANK GAUGE 9 END POINT OF THE HOLD DOWN STRAP. CLAMPS SHALL BE ALTERNATED 180' FROM Q2 04/12/2021
<br /> STAGE II 15 18 25,000 GAL.
<br /> EACH OTHER. 0 os/1s/2o21
<br /> 3" INSIDE 4" UNLEADED
<br /> FRP TO 2 INSIDE 3 g 5 ATTACH ALL HOLD DOWN STRAPS TO CABLE USING TURNBUCKLES. UNIFORMLY 4 os/1o/2021 REV. PER EHD CORRN.
<br /> DISPENSERS PRODUCT TIGHTEN ALL STRAPS TO ACHIEVE EQUAL TENSION WITHOUT TANK DEFLECTION.
<br /> (TYPICAL) LINES TO 14 15 1 MEASURE TANK DIAMETER BEFORE AND AFTER TIGHTENING STRAPS TO ENSURE NO 0 02/03/2022 REV. PER EHD CORRN.
<br /> DISPENSERS - I� TANK DEFLECTION.
<br /> Q05/12/2023 REV. PER EHD CORRN.
<br /> 8 5 o L�
<br /> 14 1 WIRE ROPE MINIMUM DIAMETER 1/2".
<br /> 4444T54 -
<br /> 4 54 44154 04
<br /> w TURNBUCKLES: HOOK TYPE - 1-1/4" DIAMETER, JAW TYPE - 3/4" DIAMETER, EYE 7 05/26/2023 REV. PER EHD CORRN.
<br /> 0
<br /> 13 2'_0" 1 2 3 4 1» 4 14 0 2 -0' O 1 TYPE - 3/4" DIAMETER 0
<br /> 46'-02" 2 - 41 -34 4 15 14 5 N 13 s
<br /> COAT ALL EXPOSED STRAPS, CABLES, TURNBUCKLES, AND REINFORCING BARS WITH
<br /> 9'-82 44 54 1 PITCHMASTIC. 10
<br /> 1 L�1 INSTALL USTs SO THAT TOP OF TANKS ARE AT SAME HEIGHT. 11
<br /> NOTE: IN UNSTABLE SOIL (AS DEFINED BY SOILS REPORT) THE DIMENSION MUST BE 4 FT.
<br /> WHEN END-TO-END LAYOUTS ARE USED, FROM BOTH SIDES AND ENDS WITH FIBERGLASS TANKS 1
<br /> POSITION THE TANKS SO THAT THE FILL 1 ( )
<br /> LOCATIONS ARE FACING ONE ANOTHER, FILTER FABRIC (DUPONT TYPAR OR MIRAFI 500X) IS REQUIRED FOR WET HOLE
<br /> PROVIDING MIN. DISTANCE BETWEEN FILLS TO I(6) 1" CONDUITS TOI INSTALLATIONS ONLY. FABRIC MUST EXTEND TO SLAB AND MAY BE PINNED TO SIDE OF ZA
<br /> FACILITATE TANKER DELIVERIES. 8 BUILDING 8 HOLE WITH WIRE, ETC. SEAMS MUST BE LAPPED 1' MINIMUM. Q
<br /> 13: TANK INSTALLATION - PLAN VIEW - BLENDING NOTE:
<br /> 18 5 6 INSTALL 6" WIDE DETECTABLE UNDERGROUND
<br /> END TO END LAYOUT MARKING TAPE EMPIRE MAGNATEC #31-143 NOTE:
<br /> BURIED 6"-12" BELOW FINISHED GRADE WHERE ALL PRODUCT, VENT AND VAPOR PIPING SHALL SEAL:
<br /> A A UNDERGROUND PRODUCT & VENT PIPING RUN
<br /> SCALE: 1/4" = 1'-0" BE SIZE OVER SIZE FIBERGLASS PIPING BY
<br /> SMITH FIBERCAST
<br /> ® NOTES: UST INSTALLATION G S/a,�`
<br /> O8 NOT USED.
<br /> O1 SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN. NO. 36475
<br /> LAYOUT TANKS & STAGE II VAPOR RECOVERY PIPING SUCH THAT THE STAGE II PIPING * XP. 6-30-22
<br /> OFIBER REINFORCEMENT TO BE USED. PREMIX UNIFORMLY THROUGHOUT O DRAINS & ENTERS INTO REGULAR UNLEADED TANK FIRST W/ 3" CONNECTIONS, AND
<br /> CONCRETE. CONTINUES 3" TO OTHER TANKS. yT CIVIL
<br /> O REINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" FROM <@>
<br /> BALL VALVE ON MANIFOLD LINE TO REMAIN OPEN DURING NORMAL OPERATION. F Or CAL�FO
<br /> SURFACE.
<br /> NOT USED.
<br /> REINFORCE CONCRETE SLAB AROUND MANHOLE WITH (4) #4 REBAR 60" IN 11
<br /> VACUUM SENSOR ZONE CHART O LENGTH. PLACE REBAR 6" FROM SIDES OF BOX.
<br /> TO ABOVE GROUND VENT RISERS, SEE DETAIL ON SHEET G.0.6.2.
<br /> 87 91 DIESEL SINGLE 1" CONDUIT TO EACH SUBMERSIBLE PUMP. PROVIDE SEAL-OFF AT w
<br /> O SUMP & BUILDING WIRING TROUGH. CONTAINS LINE VOLTAGE WIRING. ALL <0>
<br /> 13 TANK PAD MINIMUM 2'-0" OFF OUTSIDE WALLS OF TANKS, AND MUST COVER THE
<br /> ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5 ZONE 6 ZONE 7 ZONE 8 ZONE 9 ZONE 10 FOOTPRINT OF THE TANKS. REQUIRED TO PROVIDE FOR PROPER TANK HOLD DOWN, AND w co
<br /> CONDUIT PENETRATIONS MUST BE MADE WITH ROBROY PVC COATED CONDUIT TO PREVENT ACCIDENTAL DRILLING INTO TANK. C7 co
<br /> VR PRODUCT VENT CROSSOVER PRODUCT VENT CROSSOVER PRODUCT VENT CROSSOVER ONLY. (� zm o
<br /> CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE CORNERS WHERE a Ln
<br /> ONE 1" STANDARD MONITORING HOMERUN CONDUIT TO EACH TANK. FOR 14 z 2 w N
<br /> DESCRIPTION TOTAL TOTAL TOTAL TOTAL TOTAL TOTAL TOTAL TOTAL TOTAL TOTAL .MEETING CONCRETE - i.
<br /> STANDARD MONITORING DEVICES, LOOP CONTAINMENT SUMP SENSORS, PLLD, VAC z TD Co r
<br /> & SIZE SENSORS & TANK GAUGE TO TANK INTERSTITIAL SENSOR LOCATION AND U r (.0VOLUME QTY 104.33 QTY 82.3 QTY 8.97 QTY 4.14 QTY 85.56 QTY 6.9 QTY 1.61 QTY 61.18 QTY 4.83 QTY 1.61
<br /> A.O. SMITH FIBERGLASS O HOMERUN TO BLDG. PROVIDE SEAL-OFFS IN BUILDING & PRIOR TO LEAVING 15 DIESEL USES JUST ONE PRODUCT LINE TO DIESEL DISPENSER. m z U o
<br /> RED THREAD II HAZARDOUS AREA. ROUTE TO INTRINSICALLY SAFE TROUGH IN BUILDING. a a
<br /> CONDUITS SHALL CONTAIN ONLY LOW VOLTAGE WIRING FOR SENSORS. ALL L m 0 U X
<br /> 3"O OVER 2"0 0.23 GAL. FT. 358 82.3 39 8.97 18 4.14 372 85.56 30 6.9 7 1.61 266 61.18 21 4.83 7 1.61 REFER TO DIESEL UST INSTALLATION DRAWING FOR STAND-ALONE UST OR AS AN m m } a
<br /> / CONDUIT PENETRATIONS MUST BE MADE WITH ROBROY PVC COATED CONDUIT 16 EXTENSION TO THIS UST DESIGN. < W z z w
<br /> 4"0 OVER 3"0 0.276 GAL./FT. 378 104.33 ONLY. I I w D O z o
<br /> SEE SITE SPECIFIC PLANS FOR ACTUAL TANK SIZES, PLACEMENT, AND ORIENTATION. (I I) m z U z O rn
<br /> FINAL SITE SPECIFIC TANK LAYOUTS SHALL BE APPROVED BY THE LOCAL DISTRIBUTION (� C7 U CU o
<br /> USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN Y8" & 1 TERMINAL MANAGER OR HIS AGENT. FINAL LOCATION SIGN-OFF SHALL BE DOCUMENTED. z z z z 'n
<br /> MAX OF %4" IN SIZE, FREE OF CLAY, SLAG, CINDERS, OR DEBRIS. ALL g LJJ w a > T
<br /> HYDROSTATIC MONITORING VOLUME: 0 SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S & OWNER'S FIELD 18 REFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS & NUMBER OF PRODUCT LINES co
<br /> 1. FILL SUMP (FLUID CONTAINMENT 48"DIA. X 42H): 0.9 GAL. X 5 = 4.5 GAL. = 0.017 CUBIC METER REPRESENTATIVE. O (1 OR 2 PER UST SUMP). z o U
<br /> 2. TURBINE SUMP (FLUID CONTAINMENT 42"DIA X 42"H): 0.8 GAL. X 6 = 4.8 GAL. = 0.018 CUBIC METER 06 w w w
<br /> 8" THICK 4000 PSI. ASPHALT AND STONE PER N z
<br /> 3. UNDER DISPENSER CONTAINMENT: 1.5 GAL. X 11 = 16.5 GAL. = 0.062 CUBIC METER VACUUM ALARM SENSORS ARE TO ACTIVATE WHEN 2 PROJECT SPECIFICATIONS Q C7 O
<br /> 4. VENT TRANSITION BOX (BRAVO.): 1.5 GAL. X 2 = 3.0 GAL. = 0.114 CUBIC METER ONE OF THE FOLLOWING THREE HAPPEN: ASPHALT & STONE AS FIBER REINFORCED CONCRETE z =
<br /> 5. 25,000 GALLON TANK (CSI) 419.8 GAL./ TANK = 1.60 CUBIC METER SPECIFIED BY PROJECT 14 3 SLAB SEE SHEET G.0.2.2. FOR z m
<br /> SPECS. EXTEND CONTINUOUS FILTER 14 E-1z
<br /> ( ) ( )
<br /> 6. SPLIT 22K 12K + 10K GALLON TANK CSI 294.1 GAL./ TANK = 1.11 CUBIC METER A. ANY TIME LIQUID IS FOUND. (IMMEDIATE DETECTION SPECIFICATIONS FABRIC TO SLAB a
<br /> 7. 20,000 GALLON TANK (CSI) 323.5 GAL./ TANK = 1.22 CUBIC METER (2) = 2.44 CUBIC METER OF ANY LIQUID)
<br /> 8. 8,000 GALLON TANK (CSI) 74.2 GAL./ TANK = 0.281 CUBIC METER B. WHEN THE MERCURY FALLS BELOW 2" (1 P.S.I.) DEVELOPMENT INFORMATION:
<br /> TOTAL: 5.642 CUBIC METERS C. FALLS BELOW 85 LITERS PER HOUR \\\\\\ \\\\\
<br /> VACUUM MONITORING VOLUME:
<br /> 9. 2"/3" PRODUCT PIPING (1,501 FT.) 0.23 GAL./FT. X 1,501 FT. = 345.23 GAL. = 1.307 CUBIC METER
<br /> 10. 3"/4" VAPOR PIPING (358 FT.) 0.276 GAL./FT. X 378 FT. = 104.33 GAL. = 0.395 CUBIC METER
<br /> 11. 2"/3" VENT PIPING (225 FT.) 0.23 GAL/FT. X 225 FT. = 51.75 GAL. = 0.196 CUBIC METER SLOPE SIDES OF TANK HOLE USE \\�/%\ 16 FILTER FABRIC
<br /> OF SLOPING MUST BE RECEIVE /\
<br /> TOTAL: 501.31 GAL. = 1.90 CUBIC METER PRIOR APPROVAL ON INDIVIDUAL \//\\ 15 15
<br /> SITE BASIC FROM "BP") OR USE \ /
<br /> D: TANK MONITORING SHORING FOR ALL TANK \\ \ 2' 10'-6" 3'-0" 10'-6" 2' \\ SITE ADDRESS:
<br /> EXCAVATIONS IN ACCORDANCE WITH //\ MIN. MIN.
<br /> OSHA 1926 SUBPART P, OSHA /\\ / ADDRESS
<br /> STANDARDS - EXCAVATIONS; FINAL
<br /> RULE OCTOBER 1, 19897 8 1 3rd LIFT OF ���T MARCH LANE
<br /> \/\ _ _ _ _ _ _ _ _ _ \/\ CD PEA GRAVEL
<br /> WTO TOP OF
<br /> TANK
<br /> 9 1
<br /> DESIGNED BY:
<br /> ox
<br /> \ \/ 042nd LIFT OF PEA GRAVEL CHECKED BY:
<br /> 041st LIFT OF PEA GRAVEL DRAWN BY: ER
<br /> MIN. ° \/ N BED DATE: PROJECT NO:
<br /> m °
<br /> /\\ 04/14/2021 7161
<br /> 0 MIN. 10 12
<br /> 5 6 6" MAX. DRAWING TITLE:
<br /> 2 3 4
<br /> FILTER FABRIC ON 18" UST INSTALLATION
<br /> 18" BOTTOM & SIDES OF16 18" 18" (1) 10'0 25K AND (1) 10'0 12K/1 OK
<br /> TANK HOLE (WET HOLE 11
<br /> ONLY) BLENDING
<br /> 7 1'-0" MIN. PEA GRAVEL INSTALLED DOUBLE WALL VENT AND VAPOR WITH DIESEL
<br /> OVER COMPACTED SOIL. IN WET HOLE
<br /> NOTE: NOTE: INSTALLATIONS, INCREASE TO 18"
<br /> ALTERNATE ANCHORING BY USE OF DEFLECTION MEASUREMENT BEFORE & AFTER SHEET NO:
<br /> A CONCRETE ANCHORING PAD IS TANK INSTALLATION SHALL BE ACCORDING TO MINIMUM PER MANUFACTURER'S
<br /> PERMITTED. CONSULT WITH MANUFACTURER'S REQUIREMENTS AND SHALL RECOMMENDED INSTALLATION
<br /> OWNER'S REPRESENTATIVE AND BE WITHIN MANUFACTURER'S TOLERANCES. GUIDELINES.
<br /> SUCH SHALL BE INSTALLED ALL INFORMATION SHALL BE COMPLETED AS
<br /> ACCORDING TO MANUFACTURER'S PER THE MANUFACTURER'S WARRANTY
<br /> RECOMMENDATION. DOCUMENTATION. I M ,5 ,3,09
<br /> C: TYPICAL TANK ANCHORING DETAIL NOTE: INDICATES ITEMS FOUND ON MATERIALS LIST
<br /> SCALE: 1/4" = 1'-0" XX SHEETS M.5.3.01 & M.5.3.02
<br />
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