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MANUFACTURER SUPPLIED MANUFACTURERSUPPLIED g_g• 14•_9• CLIENT: 18"W04'DEADMAN 4 18"x8"x1B'DEADMAN4 OYP.OF 4) MP.OF 2) p OF TANK ® NOTES UST INSTALLATION O1 SLOPE CONCRETE AWAY FROM ALL MANHOLES 1"RISE OVER 12"RUN. OFIBER REINFORCEMENT TO BE USED. PREMIX UNIFORMLY THROUGHOUT 2 CONCRETE. O3 REINFORCING BARS TO BE NO LESS THAN 2"AND NO MORE THAN 4"FROM SURFACE. OREINFORCE CONCRETE SLAB AROUND MANHOLE WITH(4)#4 REBAR 60"IN LENGTH. PLACE REBAR 6"FROM SIDES OF BOX. SINGLE 8" 17 5 SUMP&1 BUILDING ITTO EACH WIRINGG TROUGH. CONTAINSSIBLE P. PROVIDE LINE NE VOOLLTAGE WIRING.ALLT " Msump-" 25 000 GALLON CAPACITY ee22"DIA.MANWAY OsCONDUIT PENETRATIONS MUST BE MADE WITH ROBROY PVC COATED CONDUIT aONLY.42"DIAw TANK LIFTING LUGS 48"DIA.TURBINE SUMP ONE 1"STANDARD MONITORING HOMERUN CONDUIT TO EACH TANK. BRINE RESERVOIR c�+ TANK GAUGE FOR STANDARD MONITORING DEVICES, LOOP CONTAINMENT SUMP AND INTERSTITIAL I LOCATION SENSORS, PLLD,VAC SENSORS&TANK GAUGE TO TANK INTERSTITIAL MONITOR ,•i- - O6 SENSOR LOCATION AND HOMERUN TO BLDG. PROVIDE SEAL-OFFS IN ARCS o BUILDING& PRIOR TO LEAVING HAZARDOUS AREA. ROUTE TO o - • INTRINSICALLY SAFE TROUGH IN BUILDING. CONDUITS SHALL CONTAIN "i - - ---- -- --- -- - -�- - -----� • I• - ------- -L ONLY LOW VOLTAGE WIRING FOR SENSORS.ALL CONDUIT PENETRATIONS •� - MUST BE MADE WITH ROBROY PVC COATED CONDUIT ONLY. 6P WEST COAST FflODI1CT3,LLC i• ANCHOR STRAP 1 • • USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE,MIN'�" NO. DATE DESCRIPTION LOCATION(NP.) &MAX OF X"IN SIZE,FREE OF CLAY,SLAG,CINDERS,OR DEBRIS. ALL TANK WEIGHT O SUBS ITUTES MUST BE APPROVED BY MANUFACTURER'S&OWNER'S FIELD 05/12/2023 REV.PER DID CORN. 12,250 LBS DRY REPRESE14TATNE 17,100 LBS W/BRINE OB NOT USED. 4 ONOT USED. 0 TANK PAD MINIMUM 2'-0"OFF OUTSIDE WALLS OF TANKS,AND MM COVER THE FOOTPRINT OF THE TANKS.REQUIRED TO PROVIDE FOR PROPER TANK HOLD DOWN,AND TO PREVENT ACCIDENTAL DRILLING INTO TANK. CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE CORNERS WHERE MEETING CONCRETE. 9 REFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS&NUMBER OF � � 10 � � � 1 PRODUCT LINES(1 OR 2 PER USf SUMP). TURBINE AND FILL SIDE SUMP CONFIGURATION SHOWN IS NPICAL.FOR 11 16-1 2" Q SPECIFIC DESIGN CRITERIA AT THESE SUMPS SEE ACCOMPANYING TANK A 18"x8"x 14'-0"DEADMAN 18"x8"x 18'-0"DEADMAN 18"x8"x 14'-0"DEADMAN ' INSTALLATION SITE PLAN&SUMP DETAIL DRAWINGS NOTED ABOVE. A 14 TANK AREPRESNCHORING,CONSULT LOCAL REGULATION;VERIFY WITH OWNER'S 5'-6" S-01" 6'-10" S-0" 5'-6" 5-6" 5'-6" A OVERFLOW PROTECTION:UST OVERFLOW COMPLIANCE IS ACHIEVED BY USE OF 46'-0" OVERFLOW PREVENTION DROP TUBE FLAPPER VALVE SET AT 95%AND IS IN A ACCORDANCE WITH© REQUIREMENTS. FEDERAL AND STATE GUIDELINES FOR UST OVERFILL SEAL: UNDERGROUND TANK PLAN VIEW AN OVERFILL ALARM AND ACKNOWLEDGE SWITCH TIED INTO THE EROOT AUTOMATIC TANK GAUGE SYSTEM.THE MONITORING SYSTEM PROVIDIDESS AA N FOR MASTER-SATELLITE IST.ON MANIFOLDED AUDIBLE AND VISUAL ALARM WHEN THE TANK(S)ARE FILLED TO THE 90% SCALE: 1/2" = 1'-0" A B G H UST.USING SINGLE 2 HP TURBINE ON 20K LEVEL C#1yy, A B C FOR DPW FILLS M.5.3.13 M.5.at3 MS.z13 M.5.at3 TANK O NOTE �!F M6at7 Nsa.t7 Ysa.t7 %X INDICATES ITEMS FOUND ON MATERIALS LIST SHEETS M.5.3.01 &M.5.3.02 2522 CONFIGURATION) NO. 36475 A B G H FOR MASTER-SATELLITE ITU IN MAON 20 ED * XP 6_30_2 A B C usa.74 uS.a74 M.5.a74 Ms.a14 UST.USING DUAL 2 HP TURBINES ON 20K OR 8"THICK,4000 P51. M.5.a.19 M6a19 Mza19 FOR FRANKLIN FUELING 25K TANKS(2522 CONFIGURATION) IVI1- SYSTEMS FILLS CF CPI.IF� FIBER REINFORCED CONCRETE us.3A u.aa.20 usa.20 1 1 A B G eFOR SINGLE IST&SINGLE UST 50' TANK SLAB SEE SHEEP usa.ts u.sa.ts u.aals u.s.als(2512 CONFIGURATION) TANK 2.FOR SPECS. 2 3 1 6"WIDE DETECTABLE NOTE: ASPHALT AND STONE PER G _ __ __ - (TYP.) 3 4 PROJECT SPECIFICATIONS M,52.17 / UNDERGROUND MARKING - - - CHOSE APPLICABLE DRAWINGS FOR w N.5.3.16 TAPE BURIED 6"-12"BELOW ) 1 7 CONFIGURATION 10 1 (NP.) gDEADMAN "CONCRETE FINISHED GRADE: EMPIRE SLAB AT g 1 1 (TYP.) M.5.3.20 I MAGNATEC/31-143 87.6 LB/CF ¢ m • EPTH COVER o m I • ° I• 3"PEA GRAVEL MIN.TO ti tz 1"COND.LOOP TO SUMP B 89 I PREVENT LOAD TRANSFER a�,;`4: 'GRAVEL J-BOX I I TO TOP OF TANK t, a LUMN w a0 2"INSIDE 3"DOUBLE I O o aW z4"FRP RISER TO I WALL FRP VACUUM iANI 1.5'X46.0' w oOzo GRADE I CROSSOVER TO FILL 12 1"FRP BONDED m c7 aO O w DUAL FLOAT HYDROSTATIC SUMP FOR VENT& I ENTRY FITTING m z Z-m z N MONITORING SENSOR O 6 VAPOR CONTINUOUS O I (TYP.) a W w MONITORING "