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TANK AND PIPING INSTALLATION SCOPE OF WORK by GENERAL: TOP OF TANK ELEVATION: (8)PRODUCT PIPING INSTALLATION: SCOPE OF WORK:UNLESS SPECIFIED OTHERWISE ON THESE DRAWINGS,THE GENERAL CONTRACTOR SHALL FURNISH ALL WORK AND MATERIALS CONTRACTOR TO CALCULATE TOP OF TANK ELEVATION.START WITH 18"MINIMUM DEPTH OF VAPOR RECOVERY LINE AT THE FARTHEST STANDARD:CONTRACTOR TO INSTALL DOUBLE WALL FIBERGLASS PRODUCT PIPING,CONNECTORS,VALVES AND FITTINGS IN TANK AND TO COMPLETE THE INSTALLATION OF THE SYSTEMS AND EQUIPMENT SHOWN IN THESE DRAWINGS AND AS REQUIRED BY PROJECT DOCUMENTS DISPENSER AND SLOPE I/4"PER FOOT MAXIMUM To 1/8"PER FOOT MINIMUM.ADD 12"AT THE TANK.ADD 13"(FOR 3"PIPE)OR 8"(FOR 2")FOR A DISPENSER SUMPS AS SHOWN ON SITE SPECIFIC DETAIL DRAWINGS TO SUPPLY DISPENSERS.PRODUCT PIPING TO BE N.O.V.RED THREAD IIA,2" PROVIDED TO THE CONTRACTOR. CHANGE IN PIPING DIRECTION OTHER THAN 90 OR 45 DEGREES.SET TANKS 6"DEEPER THAN CALCULATED AS PRECAUTION.IN NO EVENT SHALL INSIDE 3"DIAMETER AS INDICATED ON SITE SPECIFIC FUELING PLAN.ALL PIPING AND FITTINGS SHALL BE UL-971 LISTED IN COMPLIANCE WITH THE THE TANK BE BURIED LESS THAN 4'-0"BELOW FINISHED GRADE OR DEEPER THAN T-O"BELOW FINISHED GRADE.SEE MANUFACTURERS JULY 2005 PERFORMANCE STANDARDS,AND SHALL BE COMPATIBLE WITH ETHANOL,INCLUDING BUT NOT LIMITED TO"E25/B20"(25%ETHANOL 75% WHERE THESE DRAWINGS DIFFER FROM LOCAL REGULATIONS,LOCAL REGULATIONS WILL SUPERSEDE THESE DRAWINGS IF THEY ARE MORE INSTALLATION INSTRUCTIONS FOR MINIMAL TANK BURY WHEN DEADMEN ANCHORING IS NOT PROVIDED.ANY VARIATIONS IN SLOPE FROM 1/4" GASOLINE).PRODUCTS LINES TO BE EQUIPPED 3 GPH PRESSURE LINE LEAK DETECTORS(PLLD)ON TURBINES AND WITH LIQUID LEAK 0 STRINGENT. PER FOOT SHALL BE REPORTED TO OWNER'S ENGINEER. MONITORING SENSORS LOCATED IN TURBINE PIPING SUMPS ATTACHED TO TANKS WIRED FOR TURBINE SHUT DOWN.PRODUCT PIPING IN NOTE: TANK EXCAVATION: TURBINE SUMPS,PRODUCT PIPING CROSS CONNECTION MANIFOLDS BETWEEN SUMPS AND SIPHON PIPING PENETRATIONS ARE TO ENTER THE SAME SIDE OF THE SUMP IF POSSIBLE.IF PRODUCT PENETRATION ENTERS ON BOTH SIDES OF SUMP DUE TO FIELD CONDITIONS,THEN DUAL ARCHITECTURAL AND CIVIL DRAWINGS SHALL TAKE PRECEDENCE FOR REFERENCING ALL DIMENSIONS,PROPERTY LINES,ELEVATIONS AND CONTRACTOR TO EXCAVATE TANK HOLE.CONTRACTOR SHALL ADHERE TO O.S.H.A.STANDARDS ON EXCAVATIONS.CONTRACTOR MAY SELECT SENSORS AT TURBINE SUMP MAY BE REQUIRED TO BE INSTALLED BY LOCAL REGULATIONS.IF THE BP PROJECT MANAGER DETERMINES THAT EQUIPMENT LOCATIONS ANY OF THE RECOMMENDED PRACTICES FOR TANK EXCAVATION AND MUST PROVIDE ALL NECESSARY PROTECTIVE BARRICADES. THE ALL THE PIPING ENTRIES NOTED ABOVE COULD HAVE BEEN MADE TO THE SAME SIDE OF THE SUMP,THEN ANY COSTS ASSOCIATED WITH ALL DIMENSIONS AND CONDITIONS SHALL BE CHECKED AND VERIFIED IN THE FIELD BEFORE STARTING ANY WORK.ANY DISCREPANCY SHALL BE SLOPE SIDES OF TANK HOLE(USE OF SLOPING MUST BE RECEIVE PRIOR APPROVAL ON INDIVIDUAL SITE BASIC FROM"BP")OR USE SHORING FOR EXTRA SENSORS SHALL BE BORNE BY THE INSTALLING CONTRACTOR.PIPING TO BE INSTALLED WITH A SLOPE OF 1/8"PER FOOT MINIMUM TO CALLED TO THE ATTENTION OF THE OWNERS ENGINEER FOR HIS DECISION BEFORE PROCEEDING WITH THE WORK. ALL TANK EXCAVATIONS IN ACCORDANCE WITH OSHA 1926 SUBPART P,OSHA STANDARDS-EXCAVATIONS;FINAL RULE OCTOBER 1,1989.WHEN TANKS UNLESS APPROVED BY OWNER.CONTRACTOR TO INSTALL TRACER TAPE WITH PRODUCT PIPING PER TRENCHING DETAILS.PENETRATIONS ALL REQUESTS TO ADD,DELETE,OR SUBSTITUTE MATERIAL AND EQUIPMENT SHOWN ON THESE DRAWINGS MUST BE REVIEWED AND APPROVED ENGINEERED SHORING IS REQUIRED DUE TO SITE CONDITIONS AN ENGINEERED SHORING PLAN UTILIZING INTERLOCKING STEEL SHEET PILING INTO ALL SUMPS SHALL BE MADE WITH DOUBLE WALL FRP ENTRY FITTINGS.TESTING OF PRODUCT LINES SHALL BE PERFORMED PRIOR TO BACK BY THE OWNER'S REPRESENTATIVE OR HIS AGENT,THE BP PROJECT MANAGER,IN CHARGE OF THE PROJECT.ALL CHANGES MUST BE REVIEWED SHALL BE PROVIDED AND SHALL INCLUDE SUPPORTING ENGINEERING CALCULATIONS BY A STATE CERTIFIED ENGINEER AND SHALL BE THE FILL,PRIOR TO PAVING AND BEFORE STATION OPERATION.SEE SITE SPECIFIC DETAIL SHEETS FOR INSTALLATION DETAILS. WITH THE MARKETING FUELS MANAGER. RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CALIFORNIA VARIANT:IN ADDITION TO THE ABOVE,PIPING TO BE INSTALLED WITH CONTINUOUS VACUUM MONITORING DEVICE PER AB-2481 " THE CONTRACTOR IS REQUIRED TO FURNISH AS-BUILT DRAWINGS TO LOCATE TANKS AND PIPING AS INSTALLED AFTER THE COMPLETION OF THE GENERAL CONTRACTOR SHALL OBTAIN NECESSARY PERMIT FROM APPLICABLE AGENCIES FOR EXCAVATIONS OF TRENCHES V-0"OR MORE IN REQUIREMENTS PROJECT. DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND. (9)VENT PIPING INSTALLATION: AR/'0 (1)TANK INSTALLATION: ■■��//__TANK EXCAVATIONS SHALL BE THE MINIMUM SIZE REQUIRED TO PROVIDE FOR BEDDING AND CLEARANCES INDICATED IN THESE DRAWINGS.TANK STANDARD:CONTRACTOR TO INSTALL 2"INDIVIDUAL SINGLE WALL FIBERGLASS VENT PIPING,CONNECTORS,VALVES AND FITTINGS ON TANKS AS STANDARD:CONTRACTOR TO INSTALL DOUBLE WALL FIBERGLASS TANKS WITH COMPLETE"VEEDER ROOT PANEL"TANK AND PIPING MONITORING BURIAL DEPTH FIELD DETERMINED TO PROVIDE FOR 1/4"(1/8"PER FOOT MIN.)PER FOOT FOR STAGE II VAPOR RECOVERY PIPING&1/8"MINIMUM INDICATED ON SITE SPECIFIC FUELING PLAN AND ACCOMPANYING DETAILS.CONTRACTOR TO PROVIDE AT LEAST 4 FEET OF PIPING RUN BEFORE BP WEST COAST PRODUCTS,LLC AND ALARM SYSTEM.TANKS TO BE SET MIN.60"BELOW FINISH GRADE.SEE SITE SPECIFIC INSTALLATION DETAILS FOR TANK SIZES AND PER FOOT FOR PRODUCT PIPING SLOPE BACK FROM DISPENSERS TO TANK. A CHANGE OF DIRECTION OF 30 DEGREES OR MORE IN ORDER TO PROVIDE MECHANICAL FLEXIBILITY PER CODE REQUIREMENTS.CONTRACTOR LOCATIONS. TO INSTALL TRACER TAPE WITH VENT PIPING PER TRENCHING DETAILS.PENETRATIONS INTO ALL SUMPS SHALL BE MADE WITH SINGLE WALL TANK STABILITY BUOYANCY CALCULATIONS: ENTRY FITT, NGS.VENT PIPING SHALL BE DESIGNED AND INSTALLED FOR SLOPE 1/4"PER FOOT MINIMUM BACK TO TANKS.FOR LONG PIPING RUNS TANKS: TANK STABILITY SHALL BE RE-CHECKED AGAINST FLOATATION BY INSTALLING CONTRACTOR.SEE BUOYANCY CALCULATIONS ON TANK DETAILING 118"PER FOOT IS ACCEPTABLE. SHALL BE UNDERWRITERS LABORATORY APPROVED LISTED FOR THE UNDERGROUND STORAGE OF ALL FLAMMABLE AND COMBUSTIBLE MOTOR SHEETS. CONTRACTOR TO INSTALL ABOVE GROUND RISERS AND MOUNTING RACK AS DETAILED ON THESE PLANS.TERMINATION POINT OF TANK VENTS TO FUELS AS CALLED FOR ON THE SITE SPECIFIC DRAWING OR AS DESIGNATED ON THE SUPPLEMENTAL CONDITIONS AND SHALL BE DOUBLE WALL TANK ANCHORING: BE A MINIMUM OF 12'ABOVE GRADE AND NOT WITHIN 5'FROM ANY BUILDING OPENING OR PROPERTY LINE THAT CAN BE BUILT UPON.VENT TANKS OF FIBERGLASS REINFORCED PLASTIC(FRP).INSTALLATION OF TANKS AND PIPING SHALL BE IN ACCORDANCE WITH U.L.LISTED CONTRACTOR TO INSTALL MANUFACTURER SUPPLIED TANK HOLD DOWN STRAPS&ANCHORS WHEN REQUIRED DUE TO HIGH WATER TABLE, RISERS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA-30,INTERNATIONAL AND UNIFORM FIRE CODE REQUIREMENTS AND CARS EVR MANUFACTURER'S INSTRUCTIONS.INSTALLATION SHALL CONFORM TO NFPA-30/30A AND ALL APPLICABLE LOCAL,STATE AND FEDERAL LOCAL REGULATIONS,OR SPECIFIED BY SITE ENGINEEFUDESIGNER AND/OR OWNER'S REPRESENTATIVE OR HIS AGENT,THE BP PROJECT REQUIREMENTS. REGULATIONS.TANKS SHALL ONLY BE INSTALLED BY QUALIFIED INSTALLERS CERTIFIED BY THE STATE IN WHICH THE TANKS ARE TO BE MANAGER.WHEN REQUIRED,THE ANCHORING SYSTEM SHALL BE IN COMPLIANCE WITH AUTHORITY HAVING JURISDICTION.ANCHOR&STRAPS INSTALLED AND BY THE TANK MANUFACTURER. TO BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TESTING OF VENT LINES SHALL PERFORMED PRIOR BACK FILL,PRIOR PAVING AND BEFORE STATION OPERATION.SEE THE UNDERGROUND STORAGE TANK SYSTEM SHALL BE COMPATIBLE WITH THE PRODUCT STORED.ALL CONTINUOUS MONITORING DEVICES SITE SPECIFIC DETAIL SHEETS FOR INSTALLATION DETAILS.SEE FIBERGLASS PIPING MANUFACTURER SPECIFICATION BELOW. SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. FILTER FABRIC:IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE FOR THE INSTALLATION OF FILTER FABRIC(DUPONT TYPAR OR MIRAFI VENT PIPING SPECIFICATION:PIPING TO BE INSTALLED PER MANUFACTURER'S LISTED INSTRUCTIONS AND SHALL ONLY BE INSTALLED BY 50OX)WHICH IS REQUIRE FOR WET HOLE INSTALLATIONS OR UNSUITABLE SOILS.(NOTE:A WET HOLE/UNSUITABLE AREA REQUIRING FILTER QUALIFIED INSTALLERS CERTIFIED BY THE MANUFACTURER.PROVIDE AT LEAST 4'OF STRAIGHT PIPING RUN BEFORE A CHANGE OF DIRECTION OF ALL MATERIALS USED IN THE INSTALLATION SHALL BE COMPATIBLE WITH USE FOR THE INTENDED PURPOSE AS PER NATIONALLY RECOGNIZED FABRIC IS ANY TANK EXCAVATION IN WHICH THE AREA IS SUBJECT TO:TIDAL INFLUENCES,OR AREAS SUBJECT TO FREQUENTLY CHANGING MORE THAN 30 DEGREES AND INSTALL FLEXIBLE CONNECTORS AT THE VENT AND VAPOR CONNECTION AT THE TANK SUMPS,AND DISPENSER CODES,LOCAL CODES AND GOVERNING AUTHORITIES. GROUND WATER LEVELS,OR WATER CONDITIONS WITH SILTY SOIL,OR MUCK,BOG,PEAT,SWAMP,LANDFILL TYPE AREAS OR ANY OTHER SUMPS. NO. DATE RENSION DESCNIPTON SITUATION WHERE THE SOIL IS INHERENTLY UNSTABLE,OR SOILS WITH LESS THAN 250 LBS./SQ.FT.COHESION,OR WITH ULTIMATE BEARING BIO-DIESEL COMPATIBILITY:CURRENTLY AT THIS TIME,NO TANKS ARE LISTED FOR BIO-DIESEL SERVICE APPLICATIONS. CAPACITY OF LESS THAN 500 LBS./SQ.FT.,OR AT THE REQUEST OF THE TANK OWNER.ALL WET HOLE BALLAST INSTALLS(AS DESCRIBED IN CALIFORNIA VARIANT:VENT PIPING TO BE DOUBLE WALLED AND INSTALLED WITH CONTINUOUS VACUUM MONITORING DEVICE PER AB-2481 INITIAL TANK TESTING: SECTION BELOW)SHALL USE FILTER FABRIC. REQUIREMENTS zQ Iannazs Issue roR ReRMrt NEW TANKS SHALL BE INSPECTED UPON ARRIVAL AT SITE,AFTER UNLOADING FROM THE TRUCK,FOR VISUAL DAMAGE PRIOR TO INSTALLATION. FILTER FABRIC SHALL EXTEND 1 FOOT ABOVE MAX HIGH WATER TABLE AND SEAMS SHALL BE OVERLAPPED BY 1 FOOT.MATERIAL SHALL BE (10)STAGE II VAPOR RECOVERY PIPING INSTALLATION: 0 - FORD ANNULAR SPACE TANKS AIR/SOAP TESTS MUST BE PERFORMED AT THE JOB SITE PRIOR TO INSTALLATION TO VERIFY THE PINNED OR OTHERWISE SECURED ALLOW BACKFILL WITHOUT DISTURBANCE.USE OF PLASTIC,OR ANY OTHER MATERIAL THAT MAY TEAR,OR STANDARD:CONTRACTOR TO INSTALL 3"DOUBLE WALL FIBERGLASS STAGE II VAPOR RECOVERY HEADER,CONNECTORS,VALVES AND FITTINGS Q ABSENCE OF DAMAGE. DEGRADE OVERTIME IS PROHIBITED. TO THE LOWEST OCTANE GRADE AS INDICATED ON SITE SPECIFIC FUELING PLAN AND ACCOMPANYING DETAILS.NOTE THAT THE 1 ST ° FOR LIQUID FILLED ANNULAR SPACE TANKS-AIR/SOAP TESTS ON ACCESSORIES AND FITTINGS CAN BE PERFORMED AFTER THE TANK IS IN WET HOLE BALLAST METHOD: CONNECTION FROM STAGE II VAPOR RECOVERY HEADER TO LOWEST OCTANE TANK SHALL BE 3".ALL OTHER CONNECTIONS TO ADDITIONAL 0 THE EXCAVATION BEFORE OR AFTER BACKFILLING. WATER IS THE SUITABLE MEDIUM FOR BALLAST DURING WET HOLE TANK INSTALLATIONS.A PROPERLY INSTALLED 12 FOOT HIGH TEMPORARY TANKS SHALL BE MADE WITH 2".CONTRACTOR TO INSTALL 3"TO 2"REDUCING TEES WHERE HEADERS BRANCH TO DISPENSERS.MAXIMUM(2) Q VENT PIPE MUST BE INSTALLED BY THE CONTRACTOR.IF WATER IS USED TO BALLAST TANKS,THE WATER IS TO BE COMPLETELY PUMPED OUT& CONTRACTOR SHALL COMPLETE ALL TESTING ACCORDING TO MANUFACTURER'S INSTRUCTIONS FOR THE TANKS.CONTRACTOR SHALL DISPENSERS PER 2"BRANCH.CONTRACTOR TO PROVIDE AT LEAST 4 FEET OF STRAIGHT PIPING RUN BEFORE A CHANGE OF DIRECTION OF 30 DEGREES OR MORE IN ORDER TO PROVIDE MECHANICAL FLEXIBILITY PER CODE REQUIREMENTS.CONTRACTOR TO INSTALL TRACER TAPE WITH Q COMPLETE ALL WARRANTY VALIDATION TESTING AND PROVIDE DOCUMENTATION TO OWNER'S REPRESENTATIVE OR HIS AGENT,THE BP MOPPED DRY IN ORDER TO PROTECT FUEL INTEGRITY.CONTRACTOR IS REQUIRED TO COORDINATE BALLASTING OPERATIONS WITH OWNER'S VAPOR PIPING PER TRENCHING DETAILS.PENETRATIONS INTO ALL SUMPS SHALL BE MADE WITH DOUBLE WALL ENTRY FITTINGS.STAGE II VAPOR PROJECT MANAGER. REPRESENTATIVE OR HIS AGENT,THE BP PROJECT MANAGER.IT IS THE INSTALLING CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE RECOVERY PIPING SHALL BE DESIGNED AND INSTALLED FOR 1/4"PER FOOT MINIMUM SLOPE BACK TO TANKS.AT LARGE SITE LAYOUTS,1/8"PER ZL JURISDICTIONAL REQUIREMENTS AND ACCEPTANCE FOR BALLASTING THE TANKS AND TO PROVIDE FOR PROPER DISPOSAL OF THE BALLASTING FOOT MINIMUM IS ACCEPTABLE IF IT AVOIDS USING A KNOCK OUT SUMP(VAPOR POT)OR HAVING EXCESSIVE TANK DEPTH.CONSULT OWNER'S Q HYDROSTATICALLY MONITORED DOUBLE WALL TANKS SHALL BE TESTED ACCORDING TO MANUFACTURER'S INSTRUCTIONS BY: MEDIUM UNDER THE REGULATIONS OF THE GOVERNING AUTHORITY. REPRESENTATIVE OR HIS AGENT,THE BP PROJECT MANAGER,WHERE DISCREPANCIES OCCUR. • INSPECT AND ADJUST RESERVOIR LEVEL OF THE MONITORING FLUID(TO COVER THE RIBE INSIDE THE RESERVOIR. BACK FILL: CONTRACTOR TESTING OF STAGE II VAPOR LINES SHALL BE PERFORMED PRIOR TO BACK FILL,PRIOR TO PAVING AND BEFORE STATION Io • REMOVE ENOUGH TANK FITTING PLUGS TO SEE INSIDE THE PRIMARY TANK.VISUALLY INSPECT THE TANK INTERIOR FOR COLORED CONTRACTOR TO PROVIDE ALL BACK FILL REQUIRED FOR THE PROJECT SCOPE.PEA GRAVEL SHALL CONSIST OF NATURALLY ROUNDED OPERATION.SEE SITE SPECIFIC DETAIL SHEETS FOR INSTALLATION DETAILS.SEE FIBERGLASS PIPING MANUFACTURER SPECIFICATION BELOW. s•'. MONITORING FLUID TRACES, AGGREGATE,MINIMUM 1/8"AND MAXIMUM 3/4"SIZE.FREE OF CLAY,SLAG,CINDERS,OR DEBRIS.ALL SUBSTITUTES MUST BE APPROVED BY • CONNECT TANK TEST MANIFOLD AND PRESSURIZE THE PRIMARY TANK TO 5 PSIG MAX.(3 PSIG MAX.FOR 12'TANKS).MONITOR THE MANUFACTURER AND OWNERS FIELD REPRESENTATIVE. STAGE II PIPING SPECIFICATION: PRESSURE FOR 30 MINUTES FOR ANY LOSS IN PRESSURE THAT MAY INDICATE A LEAK. NO MORE THAN 5%(BY WEIGHT)MAY PASS THE#8 SIEVE FOR BACK FILLING NONMETALLIC TANKS WITH A 96%TO 98%FREE FALL COMPACTION. FIBERCAST SYSTEMS:RED THREAD II PIPE AND FITTINGS(USED FOR SINGLE WALL).WHERE DOUBLE WALL SYSTEMS ARE REQUIRED FOR ALL • DO NOT PRESSURIZE THE ANNULAR SPACE.DOING SO MAY DAMAGE THE PRIMARY TANK OR CAUSE TANK FAILURE. DRY PEA GRAVEL DENSITY MINIMUM OF 95 POUNDS PER CUBIC FOOT IS REQUIRED.SUPPLY QUARRY CERTIFICATION MEETING ASTM C-33, VENT AND VAPOR PIPING,USE SIZE OVER SIZE RED THREAD II PIPING AND FITTINGS.USE ONLY FIBERCAST SYSTEMS ALCOHOL COMPATIBLE • WHILE UNDER PRESSURE,COVER FITTINGS AND MANWAY(S)WITH SOAP SOLUTION AND INSPECT. PARAGRAPH 9.1 REQUIREMENTS. ADHESIVES.ALL PIPING AND FITTINGS SHALL BE UL-971 LISTED IN COMPLIANCE WITH THE JULY 2005 PERFORMANCE STANDARDS. • AFTER COMPLETING AIR TEST,RELEASE PRESSURE;REMOVE ALL GAUGES,VALVES,AND HOSE ASSEMBLIES;REPLACE AND TIGHTEN FITTING PIPING TO BE INSTALLED PER MANUFACTURER'S LISTED INSTRUCTIONS AND SHALL ONLY BE INSTALLED BY QUALIFIED INSTALLERS CERTIFIED BY PLUGS;AND REPLACE THE PLASTIC VENT PLUG IN THE OPEN FITTINGS. BACK FILLING OF TANK EXCAVATIONS SHALL BE PROVIDED IN LIFTS AS PER TANK MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE MANUFACTURER.PROVIDE AT LEAST 4'OF STRAIGHT PIPING RUN BEFORE A CHANGE OF DIRECTION OF MORE THAN 30 DEGREES AND "**NOTE***HYDROSTATIC FLUID RESERVOIR LEVEL MUST BE RECHECKED TO VERIFY TANK INTEGRITY PRIOR TO INTRODUCING BALLAST INTO PRODUCT,VENT,AND VAPOR PIPING SHALL BE LAID AND CONTINUOUSLY SUPPORTED ON A 6"BED OF COMPACTED PEA GRAVEL.BLOCKS, INSTALL FLEXIBLE CONNECTORS AT THE VENT AND VAPOR CONNECTION AT THE TANK SUMPS,AND DISPENSER SUMPS. TANKS. PLANKS,OR OTHER DEBRIS SHALL NOT BE USED TO SUPPORT PIPING IN FINAL INSTALLATION. CALIFORNIA VARIANT:STAGE II VAPOR PIPING TO BE DOUBLE WALLED AND INSTALLED WITH CONTINUOUS VACUUM MONITORING DEVICE PER FIELD REPAIR OF TANKS:IT IS ALLOWABLE TO FIELD REPAIR DAMAGED TANKS AFTER APPROVAL BY BP FILED ENGINEER.ALL TANKS DAMAGED IN NOTE:UNDER NO CIRCUMSTANCES SHALL DIRT,PAVING MATERIALS,WOOD,OR OTHER CONSTRUCTION DEBRIS BE ALLOWED TO REMAIN IN TANK AB-2481 REQUIREMENTS.ALL CONNECTIONS TO THE TANKS SHALL BE MADE WITH 311. TRANSPORT OR OFF LOADING OPERATIONS SHALL BE FIELD REPAIRED BY A TANK MANUFACTURER'S CERTIFIED FIELD SERVICE AND PIPE EXCAVATIONS. THERE ARE(4)FOUR STAGE II EVR WITH ISD DESIGN CHOICES THAT MAY BE INCORPORATED INTO THE UST SYSTEMS IN CALIFORNIA. REPRESENTATIVE.TANK MANUFACTURER SHALL RE-CERTIFY REPAIRED TANKS FOR USE.ALL FIELD SERVICE WORK SHALL BE DOCUMENTED. 1. VEEDER ROOT CARBON CANISTER VAPOR POLISHER WITH VST BALANCE HANGING HARDWARE AND VEEDER ROOT ISO COMPONENTS. COPIES OF ANY AND ALL FIELD SERVICE DOCUMENTATION SHALL BE PLACED IN THE PROJECT FILE AND INTO OWNERS OPERATING FILE. (2)ANNULAR SPACE HYDROSTATIC MONITOR AND RISER INSTALLATION: 2. HEALY CLEAN AIR SEPARATOR WITH HEALY VACUUM ASSIST HANGING HARDWARE AND VEEDER ROOT ISO COMPONENTS. TANK MEASUREMENTS: STANDARD:CONTRACTOR TO INSTALL 4"FIBERGLASS RISER AND VEEDER ROOT HYDROSTATIC SENSOR AT TANK ANNULAR SPACE LOCATION 3. VST ECS VAPOR PROCESSOR WITH VST BALANCE HANGING HARDWARE AND VEEDER ROOT ISO COMPONENTS. NOTED ON THE PLANS PER MANUFACTURERS INSTRUCTIONS. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COMPLETION OF THE FOLLOWING TANK MEASUREMENT ACTIVITIES: 4. VST BALANCE HANGING HARDWARE WITH FRANKLIN FUELING/HEALY CLEAN AIR SEPARATOR AND VEEDER ROOT ISD COMPONENTS. 1. VERIFY THE EXTERNAL SIZE OF THE TANK TO MATCH WITH MANUFACTURER SUPPLIED SHOP MEASUREMENTS.TRANSFER THE SIZE,SERIAL (3)TANK SUMP INSTALLATION: (11)METAL PIPE AND FITTINGS: o. ," "� Es."s.. :Eo""Po",•.•Ea•. NUMBER,AND PRODUCT INSTALLED,AND POSITION OF TANK TO THE AS-BUILT PLAN. STANDARD:CONTRACTOR TO INSTALL 42"OR 48"DIAMETER TURBINE SIDE FIBERGLASS POLYSIDED SUMPS ON TANKS PER MANUFACTURER'S 2. TRANSFER TANK DIMENSIONAL AND PRODUCT INFORMATION TO THE DATA SHEET IN THE TANK GAUGE CONSOLE. INSTRUCTIONS.NOTE THAT THE ORIENTATION OF THE TANK SUMPS MUST BE CORRECT IN ORDER TO FACILITATE CORRECT PIPING INSTALLATION STANDARD:STEEL PIPE SHOWN ON THESE DRAWINGS TO BE MINIMUM SCHEDULE 40.METAL PRODUCT LINE FITTINGS TO BE MALLEABLE IRON 3. PROVIDE THE TOP OF TANK ELEVATION READING AT BOTH ENDS OF EACH TANK. INTO THE SUMPS.SEE ACCOMPANYING DETAILS IN PLAN SET AND NOTE SIZES OF SUMPS PER PROJECT DEMOGRAPHICS. CLASS 150,GALVANIZED.ALL MALLEABLE IRON FITTINGS SHALL BE SUPPLIED BY"ANVIL"(FORMERLY"GRINNELL")OR EQUAL SPECIFICATIONS AS FOLLOWS: TANK DEFLECTION MEASUREMENT PROCEDURE: ARCO BRANDED VARIANT:48"DIAMETER TURBINE SUMPS ARE INSTALLED. DEFLECTION MEASUREMENT BEFORE AND AFTER TANK INSTALLATION SHALL BE ACCORDING TO MANUFACTURER'S REQUIREMENTS AND SHALL DIMENSIONS MATERIAL GALVANIZING THREAD PRESSURE RATING w E CALIFORNIA VARIANT:42"DIAMETER FILL SUMPS TO BE DOUBLE WALLED AND INSTALLED WITH CONTINUOUS HYDROSTATIC MONITORING DEVICE M.I.FITTINGS BE WITHIN MANUFACTURER'S TOLERANCES.ALL INFORMATION SHALL BE COMPLETED AS PER THE MANUFACTURER'S WARRANTY PER AB-2481 REQUIREMENTS. TEES,ELBOWS ASME Bi6.3 ASTM A-197 ASTM A-153 ASME 6.1 20.1 ASME B76.3 DOCUMENTATION. ( ) :. m•o." (4)TANK LEVEL GAUGE/OVERFLOW PROTECTION: CLASS 150/PN 20 DEVELOPMENT INFORMATOW STANDARD:CONTRACTOR TO INSTALL VEEDER ROOT MAGNOSTRICTIVE PROBE LEVEL GAUGE AT LOCATION NOTED ON PLANS PER M.I.UNIONS MANUFACTURER'S INSTALLATION INSTRUCTIONS. CLASS 1501PN 20 ASME B16.39 ASTM A-197 ASTM A-153 ASME B.1 20.1 ASME B16.3 UNDERGROUND STORAGE OVERFLOW PROTECT ON DOUBLE WALL N:UST OVERFLOW COMPLIANCE IS ACHIEVED BY USE OF OVERFLOW PREVENTION DROP TUBE FLAPPER VALVE SET AT STEEL PIPE NIPPLES ASTM A-53 TANK STANDARDS 95%AND IS IN ACCORDANCE WITH FEDERAL AND STATE GUIDELINES FOR UST OVERFILL REQUIREMENTS. CLASS 150/PN 20 ASTM A733 (F OR E) ASTM A-153 ASME B.1 20.1 ASME B16.3 ELEMENT TPO1 FRP TANK I.D:•a• AN OVERFILL ALARM AND ACKNOWLEDGE SWITCH TIED INTO THE VEEDER ROOT AUTOMATIC TANK GAUGE SYSTEM.THE MONITORING SYSTEM STEEL PIPE V-15.0 2023 SERIES DOUBLE WALL ASTM A-53 FRP TANK I.D=^s^ PROVIDES AN AUDIBLE AND VISUAL ALARM WHEN THE TANK(S)ARE FILLED TO THE 90%LEVEL. CLASS ULE 40 20 N/A (F OR E) ASTM A-153 ASME 8.1 20.1 ASME B76.3 (5)FILL AND STAGE I VAPOR RECOVERY INSTALLATION: SCHEDULE 40 STANDARD:CONTRACTOR TO INSTALL 4"GALVANIZED FILL AND STAGE I VAPOR RECOVERY RISERS.CONTRACTOR TO INSTALL DROP TUBE GASOLINE/ALCOHOL COMPATIBLE THREAD SEALANT LIKE LOCTITE 567 SHALL BE USED ON ALL THREADED PIPE CONNECTIONS. SITE ADDRESS: ASSEMBLY.WITH OVERFILL PREVENTION DROP TUBE.CONTRACTOR TO INSTALL VENT AND STAGE II FLEX CONNECTORS AND FRP ADAPTERS. LOCATE AND CUT PENETRATIONS INTO SUMPS FOR THE ROUTING OF VENT AND STAGE II VAPOR PIPING INTO TURBINE SUMPS AND MAKE ANY METAL PIPE OR FITTING USED FOR PRODUCT,VENT,OR VAPOR RECOVERY WHICH CONTACTS SOIL OR BACK FILL MUST BE 100%COVERED 4607 S.AIRPORT WAY BEFORE BACK FILL AFTER BACK FILL CONNECTIONS TO VENT AND VAPOR PIPING FIBERGLASS PIPING.CONTRACTOR TO INSTALL DOUBLE SIDED PENETRATION ENTRY BOOTS FOR ALL WITH A 3M SCOTCHRAP PRIMER AND 3M TEMFLEX 10 MIL.OR 10 MIL.SELF-PRIME PROSELECT PIPE TAPE. ENTRIES INTO SUMPS.CONTRACTOR TO INSTALL STATIC GROUNDING SYSTEM AT ALL FILL AND VAPOR RISERS PER INSTALLATION DETAILS (12)PIPING SUMP PENETRATION INSTALLATION: STOCKTON,CA 95206 TANK INSPECTION AND INSTALLATION-DEFLECTION MEASUREMENT SHOWN ON SHEET FT-9. STANDARD:CONTRACTOR TO INSTALL SUMP PENETRATION FITTINGS.ALL PENETRATIONS OF THE SUMPS TO BE ON A LINE TOWARD THE CENTER DIPSTICK PREPARATION CONTRACTOR TO INSTALL CARS APPROVED STAGE I MANHOLES WITH 5 GALLON SPILL COLLECTION BUCKETS.INSTALL PRODUCT AND FILL OF THE SUMP,NOT TO EXCEED MANUFACTURERS RECOMMENDED ANGLE IN ANY DIRECTION,TO ENSURE THE PROPER INSTALLATION OF ALL DRIVE A SMALL HEADED,NON-SPARKING(E.G.BRASS)NAIL HALFWAY INTO A WOODEN DIPSTICK,1 INCH ABOVE ITS BASE. ADAPTERS AND CAPS.SEE ACCOMPANYING DETAILS IN SITE SPECIFIC PLAN SET FOR MANUFACTURER AND INSTALLATION REQUIREMENTS. BULKHEAD AND COMPRESSION FITTINGS AND RESULTANT WATER TIGHTNESS.ALL PIPING,CONDUIT AND GROUNDS THAT PENETRATE THE SUMP SIDE WALLS MUST BE SEALED WITH DOUBLE SIDED BULKHEAD FITTINGS IN SUMPS.SUMPS SHALL BE HYDROSTATICALLY TESTED WITH STANDING FIRST DIAMETER READING(PRIOR TO BACK FILL) (6)TURBINE INSTALLATION: WATER FOR A PERIOD OF 24 HOURS OR CERTIFIED USING SUMP MANUFACTURERS APPROVED TESTING PROCEDURE TO INSURE THAT SUMPS DESIGNED�' AAK '� ZlGIc 1. PLACE THE DIPSTICK INTO A SERVICE FITTING. STANDARD:CONTRACTOR TO INSTALL FE PETRO IST 2 HP VARIABLE SPEED TURBINES AND PIPING CONNECTION VALVES AND FITTINGS IN TANK ARE WATERTIGHT.THE OWNER'S ENGINEER,THE BP PROJECT MANAGER MUST SIGN OFF ON THIS TESTING ON THE TANK INSTALLATION CHECK acam ar. eP REPk 2. MEASURE AND RECORD THE DISTANCE FROM THE TANK BOTTOM TO THE TOP OF THE FITTING. SUMPS AS SHOWN ON SITE SPECIFIC DETAIL DRAWINGS.ALL PRODUCT LINES TO TURBINES TO BE EQUIPPED WITH 3 GPH ELECTRONIC LINE LEAK LIST. 3. PULL THE DIPSTICK UP UNTIL THE EXPOSED NAIL CATCHES ON THE INSIDE TOP OF TANK. DMm Sr. TAF PM: DETECTION.LEAK DETECTORS ARE L BE TESTED FOR THE 3 GPH LEAK DETECTION PRIOR E MANUFACTURER ENTRY BOOT TYPE VARIANT:THE MAKE AND MODEL NUMBERS OF THE PIPING PENETRATION FITTINGS SHOWN IN THE DETAILS STARTUP.CONTRACTOR TO PROVIDE TEST DATA 4. MEASURE THE DISTANCE FROM THE TANK TOP(INSIDE)TO THE TOP OF THE FITTING.SUBTRACT 1 INCH FROM THIS MEASUREMENT AND AT THE TIME OF PUNCH LIST AS WELL AS INCLUDE IN CLOSE OUT BINDER.ALL TURBINES ARE EQUIPPED WITH STANDARD"R"CHECK VALVE AS A '�m PROJECT RECORD THE DISTANCE. STANDARD FROM FACTORY.SET TURBINE INTAKES AT 5"FROM BOTTOM OF TANKS.TURBINES TO BE EQUIPPED WITH INTAKE FILTER SCREENS. ARE NOT SUBJECT TO CHANGE.N.O.V.FRP BONDED ENTRY FITTINGS ARE REQUIRED FOR ALL PIPING PENETRATIONS.CONDUIT PENETRATIONS 5. SUBTRACT THE SECOND DISTANCE FROM THE FIRST AND RECORD THIS VALUE AS READING"A"ON THE INSTALLATION CHECKLIST. INTO SUMPS SHALL BE AS SPECIFIED ON THE PLANS. CA-4795 CONTRACTOR TO INSTALL 1"RIGID STEEL CONDUITS FOR SUBMERSIBLE PUMP POWER.(ONE FOR EACH TURBINE).CONTRACTOR IS TO LABEL SECOND DIAMETER READING(AFTER BACKFILL) TURBINES AND CONTROLLERS AS TO WHICH PRODUCT THEY SERVE.GREEN CONTROLLER LIGHTS ARE TO GO OUT WHEN TURBINES ARE OFF OR CALIFORNIA VARIANT:CONTRACTOR TO INSTALL SUMP PENETRATION FITTINGS THAT MEET THE ADDITIONAL CRITERIA REQUIREMENT FOR DRAWING TITLE: 1. PLACE THE DIPSTICK INTO A SERVICE FITTING WITH A STANDPIPE INSTALLED TO SUBGRADE. LOSE POWER.IST PUMP CONTROLS ARE TIED TO VEEDER ROOT CONTROL PANEL.SEE APPROPRIATE TURBINE CONFIGURATION AND CONTINUOUS HYDROSTATIC AND VACUUM MONITORING. TANK AND PIPING 2. MEASURE AND RECORD THE DISTANCE FROM THE TANK BOTTOM TO THE TOP OF THE STANDPIPE. PROGRAMMING SHEETS. INSTALLATION 4. MEASURE THE DISTANCE FROM THE TANK TOP(INSIDE)TO THE TOP OF THE STANDPIPE.SUBTRACT 1 INCH FROM THIS MEASUREMENT AND 3. PULL THE DIPSTICK UNTIL THE EXPOSED NAIL CATCHES ON THE INSIDE TOP OF TANK. SINGLE MASTER TURBINE CONFIGURATIONS-EQUIPPED AS NOTED ABOVE.SEE APPROPRIATE SITE SPECIFIC DRAWINGS FOR INSTALLATION SCOPE OF WORK RECORD THE DISTANCE. DETAILS. 5. SUBTRACT THE SECOND DISTANCE FROM THE FIRST AND RECORD THIS VALUE AS READING"B"ON THE INSTALLATION CHECKLIST. SHEET NO: CALCULATION AND COMPARISON 1. SUBTRACT READING FROM READING"A". ^ /� 2. COMPARE THIS VALVEE TO THE TABLE OF"MAXIMUM ALLOWABLE DEFLECTIONS"SHOWN ON THE"INSTALLATION CHECKLIST". `/`/__`J'_ 3. VERTICAL DEFLECTION IN EXCESS OF THESE VALUES INDICATES IMPROPER INSTALLATION AND VOIDS THE TANK WARRANTY. MAXIMUM DEFLECTION FOR 8'-0"TANKS=1-1/4" MAXIMUM DEFLECTION FOR 10'-0"TANKS=1-1/2"