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I � � .r5kOFAIX, i -, - �� I ... I -'K, -zr 3� MLAW&"w.,TAmvcw" ,.-..-.---------____l_.l__.______1 ,I -11 - W, _-*t;,v_jm"_ '9ftmrwv_-_ft�3& 1 1 QJE.NT: I "I a t � � a � � TANK AND PIPING INSTALLATION SCOPE OF WORK i bp . , I ;l -- __ ------ ---.---.----------�-,--,---.--,.�-,-------�, . � -----.-.-,-----.-.---��-�-1-1----------�l------,----.-,�..--�l---�----..--..�.l---.�--,--.--,.,-�.--"�--l-I..."--.-,---�1--l-..-.-,------�-.-..-----.-,-�----,...-.--.---,-,-�l------..--- .____.______._____ I , I , -', � TOP OF TANK ELEVATION: I �c,' I GENERAL., i �gq\�v,-�,', , - -VATION, START WITH 18" MINIMUM DEPTH OF VAPOR RECOVERY LINE AT 'THE FARTFIEST DISPENSER 1_]:,�I�_ \\11� I ___ I , - I CONTRACTOR TO CALCULATE TOP OF TANK ELE Q) SIPHON LINE INSTALLATION: � "'' , " � SCOPE OF WORK: UNLESS SPECIFIED OTHERWISE ON THESE DRAWINGS, THE GENERAL CONTRACTOR SHALL FURNISH ALL WORK AND MATERIALS TO :, - , � AND SLOPE 1/4" 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 " I ll,� " ,:� ,.�,� z I'll, �:: � ��,:�:: :,:,�3�, , � : COMPLEJE THE INSTALLAPON OF 'THE SYSTEMS AND EQUIPMENT SHOWN IN THESE DRAWINGS AND AS REQUIRED BY PROJECT DOCUMENTS PROVIDED I � CHANGE IN PIPING DIRECTION OTHER THAN 90 OR 45 DEGREES. SET TANKS 6" DEEPER THAN CALCULATED AS PRECAUTION, IN NO EVENT SHALL. STANDARD: WHEN SITE SPECIFIC TANK CONFIGURATION SHOWS MULTIPLE TANKS FOR IDENTICAL PRODUCTS, CONTRACTOR TO INSTAL!- 4" OVER "ZI" I i � I I , 1�ll�� ,� .1 1, I �� ll�I �� �� - , �:, , �:::� .1 � -TO THE CONTRACTOR. DOUBLE WALL FIBERGLASS SIPHON LINES AND PIPING CONNECTION VALVES AND FITTINGS BETWEEN TANKS. INSTALL SIPHON PIPING AS LOW AS . 1�:��:�: : - I , I , � THE -TANK BE BURIED LESS THAN 4'--O" BELOW FINISHED GRADE OR DEEPER THAN 7'--O" BELOW FINISHED GRADE. SEE MANUFACTURERS � , ,:��', - 11, , l WHERE THESE DRAWINGS DIFFER FROM LOCAL REGULATIONS, LOCAL REGULATIONS WILL SUPERSEDE THESE DRAWINGS IF THEY ARE MORE STRINGENT. POSSIBLE IN SUMP. NOTE LIMITATION ON MAXIMUM SIPHON PIPING SYSTEM HEIGHT ON DETAILS. ADJUST HEIGHT DOWN FOR SMALLER DIAMETER I , , " INSTALLATION INSTRUCTIONS FOR MINIMAL "TANK BURY WHEN DEADMEN ANCHORING IS NOT PROVIDED. ANY VARIATIONS IN SLOP I �1, � 1, , i 'TANKS, CONTRACTOR TO INSTALL VEEDER ROOT SIPHON BREAK OPTION IF APPROPRIATE FOR MARKET CONDITIONS, SEE APPROPRIATE SITE SPECIFIC I :1 NOTE� FOOT SHALL BE REPORTED TO OWNER'S ENGINEER. DRAWINGS FOR INSTALLATION DETAILS. I------ I THESE GUIDELINES APPLY ONLY TO UNDERGROUND STORAGE TANKS AND PRODUCT TO I PING� REFER TO BALANCE OF SITE SPECIFIC DOCUMENTS/ TANK EXCAVATION: NYC VARIANT: SIPHON PIPING IS NOT INSTALLED. SEE TURBINE INSTALLATION NOTE ABOVE. SEE !SITE SPECIFIC DRAWINGS FOR INSTALLATION DETAILS. GLOBAL FUELS TECHNOLOGY DRAWINGS FOR SPECIFICATIONS REGARDING CONCRETE/ASPHALT INSTALLATION, ELECTRICAL REQUIREMENTS, AND SANITARY & STORM SEWERS CONTRACTOR TO EXCAVATE TANK HOLE. CONTRACTOR SHALL. ADHERE TO O.S,H.A. STANDARDS ON EXCAVATIONS, CONTRACTOR MAY SELECT ANY OF 150 WARRENVILLE ROAD I NAPERVILLE, ILLINOIS 60563-8473 1 INSTALLATION. 'THE RECOMMENDED PRACTICES FOR TANK EXCAVATION AND MUST PROVIDE ALI- NECESSARY PROTECTIVE BARRICADES. ARCO BRANDED VARIANT: CONTRACTOR TO INSTALL 4" OVER 3" DOUBLE WALL FIBERGLASS SIPHON PIPING. SIPHON BREAK OPTION IS NOT -__ ---------'-'--- INSTALLED, INSTALL SIPHON PIPING AS LOW AS POSSIBLE IN SUMP. NOTE LIMITATION ON MAXIMUM SIPHON PIPING SYSTEM HEIGHT ON DETAILS. Zi:FC14AL iTE ADAPT CONSULTANT: I *** WHERE MULTIPLE VERSIONS OF THE SAME SHEET EXIST, INSERT *** SLOPE SIDES OF 'TANK HOLE OR USE SHORING FOR ALL TANK EXCAVATIONS IN ACCORDANCE WITH OSHA 1926 SUBPART P, CISHA ADJUST HEIGHT DOWN FOR SMALLER DIAMETER TANKS. SEE APPROPRIATE SITE SPECIFIC DRAWINGS FOR INSTALLATION DETAILS, � THE SHEET APPROPRIATE FOR THE SPECIFIC STATION LAYOUT., ONS; FINAL RULE OCTOBER 1, 1989. WHEN ENGINEERED SHORING IS REQUIRED DUE TO SITE CONDITIONS AN I ENGINEERED SHORING PLAN UTILIZING INTERLOCKING STEEL. SHEET PILING SHALL BE PROVIDED AND SHALL INCLUDE SUPPORTING I ARCHITECTURAL AND CIVIL DRAWINGS SHALL TAKE PRECEDENCE FOR REFERENCING ALL DIMENSIONS, PROPERTY I.-INES, ELEVATIONS AND ENGINEERING CALCULATIONS BY A STATE CERTIFIED ENGINEER AND SHALL BE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CALIFORNIA VARIANT: SIPHON PIPING 'TO BE INSTALLED WITH CONTINUOUS VACUUM MONITORING DEVICE PER AB2481 REQUIREMENTS I� EQUIPMENT LOCATIONS GENERAL CONTRACTOR SHALL OBTAIN NECESSARY PERMIT FROM APPLICABLE AGENCIES FOR EXCAVATIONS OF TRENCHES 5-0" OR MORE --1 INTO WHICH A PERSON IS REQUIRED TO DESCEND, - � ALL DIMENSIONS AND CONDITIONS SHALL BE CHECKED AND VERIFIED IN THE FIELD BEFORE STARTING ANY WORK. ANY DISCREPANCY SHALL IN DEPT[ L8� [-�3[ ODQC LT PIPING INSTALLATION: : BE" CALLED TO THE ATTENTION OF' THE OWNERS ENGINEER FOR HIS DECISION BEFORE PROCEEDING WITH THE WORK. TANK EXCAVATIONS SHALL- BE 'THE MINIMUM SIZE REQUIRED 'TO PROVIDE FOR BEDDING AND CLEARANCES INDICATED IN THESE DRAWINGS. TANK 11 AND DISPENSER I ALL REQUESTS TO ADD, DELETE, OR SUBSTITUTE MATERIAL AND EQUIPMENT' SHOWN ON THESE DRAWINGS MUST BE REVIEWED AND APPROVED BY BURIAL DEPTH FIELD DETERMINED TO PROVIDE FOR 1/4" (1/8" PER FOOT MIN.) PER FOOT FOR STAGE 11 VAPOR RECOVERY PIPING & 1/8" STANDARD: CONTRACTOR TO INSTALL DOUBLE WALL FIBERGLASS PRODUCT PIPING, CONNECTORS, VALVES AND FITTINGS IN -TANK I FHE OWNER'S REPRESENTATiVE OR HIS AGENT, THE BP PROJECT MANAGER, IN CHARGE OF THE PROJECT, ALL CHANGES MUST BE REVIEWED WITH MINIMUM PER FOOT FOR PRODUCT PIPING SLOPE BACK FROM DISPENSERS TO TANK, SITE SPECIFIC DETAIL DRAWINGS TO SUPPLY DISPENSERS. PRODUCT PIPING TO BE SMITH FIBERCAST RED THREAD IIA, 2" � THE MARKETING FUELS MANAGER, TANK SlAUIL11Y BU ANa_QALQ_QjMONS. INSIDE 3" DIAMETER AS INDICATED ON SITE SPECIFIC FUELING PLAN. ALL PIPING AND FITTINGS SHALL BE UL971 LISTED IN COMPLIANCE WITH THE � - - __�aY — . -T� Gottler - Ryon Inc. � - DRAWINGS -TO LOCATE TANKS AND PIPING AS INSTALLED AFTER THE COMPLETION OF THE TA_NK —STABILITY SHALL BE RE-CHECKED AGAINST FLOATATION BY INSTALLING CONTRACTOR. SEE BUOYANCY CALCULATIONS ON TANK DETAILING SHEETS. U MANCE STANDARDS, AND SHALL BE COMPATIBLE WITH ETHANOL, INCLUDING BUT NOT LIMITED TO E85 (85% L HANOL 15% � THIE CONTRACTOR IS REQUIRED TO FURNISH AS.-BUILI TECTORS (PLLD) ON TURBINES AND WITH LIQUID LEAK MONITORING 6747 SIERRA CT. SUITE J r � GASOLINE). PRODUCTS LINES TO BE EQUIPPED 3 GPH PRESSURE LINE LEAK DE � PROIJECT, -TANK ANCHORING: DUBLIN, CA. 94568 � SENSORS LOCATED IN TURBINE PIPING SUMPS ATTACHED TO TANKS WIRED FOR TURBINE SHUT DOWN, PRODUCT' PIPING IN TURBINE SUMPS, � _10N: CONTRACTOR TO INSTALL MANUFACTURER SUPPLIED TANK HOLD DOWN STRAPS & ANCHORS WHEN REQUIRED DUE TO HIGH WATER TABLE, LOCAL T (925) 551-7555 � ,,Ct) TANK iNSTALL.Al PRODUCT PIPING CROSS CONNECTION MANIFOLDS BETWEEN SUMPS AND SIPHON PIPING PENETRATIONS ARE TO ENTER THE SAME SIDE OF HE SUMP ; ______________,_ REGULATIONS, OR SPECIFIED BY SITE ENGINEER/DESIGNER AND/OR OWNER'S REPRESENTATIVE OR HIS AGENT, THE BP PROJECT MANAGER, WHEN � � I IF POSSIBLE. IF PRODUCT PENETRATION ENTERS ON BOTH SIDES OF SUMP [DUE TO FIELD CONDITIONS, THEN DUAL SENSORS AT TURBINE SUMP MAY --.--------___.______ i , * r ; STANDARD� CONTRACTOR To iNS"ALL, DOUBLE WALL FIBERGLASS TANKS WITH COMPLETE "VEEDER ROOT" TLS-350 TANK AND PIPING MONITORING AND REQUIRED, THE ANCHORING SYSTEM SHALL BE IN COMPLIANCE WITH AUTHORITY HAVING JURISDICTION. ANCHOR & STRAPS TO BE INSTALLED ACCORDING TO � BE REQUIRED TO BE INSTALLED BY LOCAL REGULATIONS, IF THE BP PROJECT MANAGER DETERMINES THAT THE ALL THE PIPING ENTRIES NOTED MASTER DRAWING RELEASE HISTORY � ALARM SYSTEM. TANKS TO UE c�ET MIN, 48" BELOW FINISH GRADE. SEE S-ITE. SPECIFIC INSTALLATION DETAILS FOR 'TANK SIZES AND LOCATIONS. MANUFACTURER'S INSTRUCTIONS, � H ----,---..---,------- � TED. WHEN GROUNDWATER LEVEL IS ANTICIPATED TO BE ABOVE COULD HAVE BEEN MADE TO THE SAME SIDE OF THE SUMP, THEN ANY COSTS ASSOCIATED WITH EXTRA SENSORS SHALL BE BORNE BY T E � � NYC VARIANF.: INSTALL ,TOP AND BOTTOM SLAB AND SLAB PIER SUPPORT SYSTEM PER NYC STANDARDS. ** ALTERNATE ANCHORING BY USE OF A CONCRETE ANCHORING SLAB IS PERMIT VERSION DATE I WITHIN 5 FT� OF GRADE CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE FOR DIRECTION ON ANCHORING METHOD TO BE USED INSTALL-ING CONTRACTOR. P IPING TO BE INSTAI...LED WITH A SLOPE OF 1/8" PER FOOT MINIMUM TO TANKS UNLESS APPROVED BY OWNER. ........---.---.-,,.,,�.-�.�l.-�-------,�-�.-,-..--"�----___..___....___.__ 1, ARCO BRANDED VARIANT: LUAI.. 7'ILLS AND STAGE 1 VAPOR RETURNS TO BE iNSTALL-ED ON 20,000 OR 30,000 GALLON TANK ONLY. TIONS INTO ALL SUMPS SHALL BE MADE WITH coxx v__o MAY 2000 � (DEADMAN OR ANCHORING SLAB) AND SUCH SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATION. CONFRACTOR -TO INSTALL 'TRACER "TAPE WITH PRODUCT PIPING PER TRENCHING DETAIL& PENETRA .......ll.-----.----�--",-,,----.---.,----�---.,.-.,�-1--l-�� I TANK SIZING GUIDELINES: DOUBLE WALL ERR ENTRY FITTINGS, TESTING OF PRODUCT LINES SHALL. BE PERFORMED PRIOR TO BACK FILL, PRIOR TO PAVING AND BE_FO,RE_. coxx v__lI FEB 2001 ______ � " ' I 1-1--l-----,-"--,-- ________, , - 2`001 SPECIFIC BUSINESS UNIT �A'AK 'iIZE REQUIREMENTS ARE RECOMM ENDED, TANK SIZING MODELS CAN BE RUN BY CONTACTING FUEL SYSTEM DESIGN ** 'THIS PROCEDURE IS REQUIRED IN NYC AND CONSIDERED PART OF SCOPE OF WORK WHEN INSTALLING TANKS IN NYC. 1, � r_ STATION OPERATION. SEE SITE SPECIFIC DETAIL SHEETS FOR INSTALLATION DETAILS. coxx V 2 JUNE /_ ' - -THE INSTALLATION OF A 12" CONCRETE ANCHORING SLAB. 4,000 .--1111-1 -.I----..--,-__--------____.._ll.__ i MANAGER -- 41MERICAS. NYC VARIANT: IT IS "THE CONTRACTORS RESPONSIBILITY 1-0 PROVIDE FOR ,---,-,---- � XX V--,3 1 PSI AT 28 DAYS WITH (2) LAYERS OF 6x6-w5,5xw5.5 ON 2" STEEL CHAIRS TOP & BOTTOM ***NOTE*** TIBERCAST SYSTEMS" PIPING TO BE INSTALLED PER MANUFACTURER'S INSTALLATION MANUAL AND SHALL ONLY BE INSTALLED BY �...----.-,---�,---.---.-..-.-"--,,-..-.-----,�-�--.-.-..-,-,--.---�-.---- I Co 'I LOC,ATION OF TANKS AND ASSC)CIATED EQUIPIMENT ON PROPERTY: FINAL FACILITY EQUIPMENT LOCATIONS INCLUDING PLACEMENT AND 1 E M Ef- I ------.---,-.,._-_ll_..__.-_-__.._..__..________ I ORIENTATION OF TANKS, RGENCY SHUTOFF SWITCHES, OVERFILL ALARM(," (IF PRESENT) "TO BE APPROVED BY BP DISTRIBUTION PRIOR QUALIFIED INSTALLERS CERTIFIED BY THE MANUFACTURER, IAL FOR PER1141'.S TO ENSURE CLEAR AND SAFE ACCESS TO THE UNDERGROUND TANKS FOR UNLOADING OPERATIONS. THE FILTER FABRIC: IT IS "THE CONTRACTORS RESPONSIBILITY 'TO PROVIDE FOR THE INSTALLATION OF FILTER FABRIC (DUPONT TYPAR OR MIRAFI CALIFORNIA VARIANT: IN ADDITION TO THE ABOVE, PIPING TO BE INSTALLED WITH CONTINUOUS VACUUM MONITORING DEVICE PER AB2481 -_B 2003 'TO' SUB��.'IT`T A I coxx v....5 FE GENERAL CONTRACTOR IS RESPONSIBLE FOR CONFIRMING APPROVED TANK AND EQUIPMENT LOCATIONS HAS BEEN DOCUMENTED W/ BP 50OX) WHICH IS REQUIRED FOR WET HOLE INSTALLATIONS ONLY. FABRIC MUST EXTEND 1' ABOVE MAX. HIGH WATER I-ABLE AND MAY BE ! _.__,__._._.______--------__--,-,---,.,,-----�--,�-..,-�--.----..'� �_: REQUIREMENTS Q I -113 AND/OR OY'iNER'S REPRESENTATIVE OR HIS AGENT, THE BP PROJECT MANAGER PRIOR TO THE PINNED TO SIDE OF HOLE WITH WIRE, ETC. SEAMS MUST BE LAPPED 1' MINIMUM. coxx V_6 JULY 2004. L_ DISTRIBUTION, THE SITE ENGINf. I -�-�.---�-,---.",�,--.--------.,�."--.--.-------.,.",--,-.--.---�-�"-, x COMMENCEMENT OF WORK, I coxx V___? AET H_Q ALLASI PTION: ---�l,,..-,.,��.--------,---.-�-..-.�-.-��-.---�,�ll.-,-----.,-,1--l-,.--.---,...-��-�. I TAIN _LE-jL_ _(�__ I coxx V__8 JULY 2007 U) �511 -_ W VENT PIPING INSTALLATION: I E � WATER IS THE SUITABLE MEDIUM FOR BALLAST DURING WET HOLE "TANK INSTALLATIONS. A PROPERLY INSTALLED 12 FOOT HIGH TEMPORARY VENT PIPE � SHALL BE UNDERWRITERS LABORATORY APPROVED LISTED IFOR THE UNDERGROUND STORAGE OF' ALL FLAMMABLE AND COMBUSTIBLE MOTOR FUELS I -__6�_I-.----- T_' � MUST BE INSTALLED BY THE CONTRACTOR. IF WATER IS USED TO BALI-AST TANKS, THE WATER IS TO BE COMPLETELY PUMPED OUT & MOPPED DRY IN _� � � AS HE S'llE SPECIFIC DRAWING OR AS DESIGNATED' ON THE SUPPLEMENIAL CONDITIONS AND SHALL BE DOUBLE WALL TANKS OF' I ----�,7C,T�--�;�---8-,'.-l-----.----I')� ._-_2, f-) � , 1 2" INDIVIDUAL SINGLE WALL FIBERGLASS VENT PIPING, CONNECTORS, 'VALVES AND FiTlINGS T(.) 11HE lf'�'Ll_ '310F_ L...._....I.- -,-,-------- � Tl,,,' (FW. INSTALLATION OF TANKS AND P;�PING SHALL BE IN ACCORDANCE WITH U,L.. LISTED MANUFACTURER'S ORDER TO PROTECT FUEL INTEGRITY. CONTRACTOR IS REQUIRED TO COORDINATE BALLASTING OPERATIONS WITH OWNERS REPRESENTATIVE OR HIS AGENT, STANDARD: CONTRACTOR TO INSTAL I ________________________,_,_ � FIBERGLASS REINFORCED PLAS, / THE BP PROJECT MANAGER. IT IS THE INSTALLING CONTRACTOR'S RESPONSIBILITY -TO DETERMINE THE JURISDICTIONAL REQUIREMENTS AND ACCEPTANCE SUMPS ON TANKS AS INDICATED ON SITE SPECIFIC FUELING PLAN AND ACCOMPANYING DEFAIL.S. CONTRACTOR TO PROVIDE AT LEAST 4 i':'FET 0�_- : coxx V_9.0 JAN 2010 � INSTRUCTIONS, INSTALLATION SHALL CONFORM TO NFPA-30/30A AND ALL A'PPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. TANKS SHALL FOR BALLASTING THE TANKS AND TO PROVIDE FOR PROPER DISPOSAL OF THE BALLASTING MEDIUM UNDER THE REGULATIONS OF THE GOVERNING PIPING RUN BEFORE A CHANGE OF DIRECTION OF 30 DEGREES OR MORE IN ORDER TO PROVIDE MECHANICAL FLEXIBILITY PER CODE REQUIREMENTS, -1---- (c) � ' — -------------L�---------------------- ! ONLY BE INSTALLED BY QUALIFIED INSTALLERS CERTIFIliED BY' 'THE STATE IN WHICH THE TANKS ARE "TO BE INSTALLED AND BY THE TANK CONTRACTOR TO INSTALL TRACER TAPE WITH VENT PIPING PER TRENCHING DETAIL& PENETRATIONS INTO ALL 'SUMPS SHALL BE MADE "Ni'ml SINGLE .. I- .,__.___.___ (10 AUTHORITY. 0 i MANUFACTURER. WALL ENTRY FITTINGS. VENT PIPING SHALL BE DESIGNED AND INSTALLED FOR SLOPE 1/4" PER FOOT MINIMUM BACK TO TANKS, FOR I-ONG PIPING NO. DATE REWAMA DESCRIPTION �o � - __.._____.____ It � IHE UNDERGROUND STORAGE TANK SYSTEM SHALL BE COI�-APATiBLE WITH 'THE PRODUCT STORED. ALL CONTINUOUS MONITORING aAQE F_ILL- T IS ACCEPTABLE. 2L,\--,_____ _� � I ......-..��-.."-��l,"---..--.---.---..,-,...-..�-.-..-,-.-.�1-1-1--.--,�-------- � DEEVICES SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. CONTRACTOR "TO PROVIDE ALL BACK FILL REQUIRED FOR THE PROJECT SCOPE. PEA GRAVEL SHALL CONSIST OF NATURALLY ROUNDED AGGREGATE, I? � UTES MUST B CONTRACTOR TO INSTALL ABOVE GROUND RISERS AND MOUNTING RACK AS DETAILED ON -THESE PLANS, TERMINATION POINT OF 'TANK VENTS TO BE Z?-\ _T � ALI., MATERIALS USED IN 'THE INSTALLATION SHALL BE COMPATIBLE WITH USE FOR THE INTENDED PURPOSE AS PER NATIONALLY MINIMUM 1/8" AND MAXIMUM 3/4" SIZE. FREE OF CLAY, SLAG, CINDERS, OR DEBRIS. ALL SUBSTIT -—,--.-----.........___..............--.-.- 0 RECOGNIZED CODES, LOCAL CODES AND GOVERNING AUTHORITIES, OWNERS FIELD [REPRESENTATIVE. A MINIMUM OF 12' ABOVE GRADE AND NOT WITHIN .5' FROM ANY BUILDING OPENING OR PROPERTY LINE THAT CAN BE BUILT UPON, VENT RISERS 0 � SHALL BE INSTALLED IN ACCORDANCE WITH NFPA-30, INTERNATIONAL AND UNIFORM FIRE CODE REQUIREMENTS AND CARB EVR REQUIREMENTS. A3 - J) ,�-�A---,-.--------.-,..-..-�.-----.--.-"---....�.-.----..-.-""- � MFTHANOL COMPATIBILITY: FOR ALL METHANOL COMPATIBLE STORAGE SYSTEMS, ALL READILY ACCESSIBLE COMPONENTS SHALL BE METHANOL. NO MORE THAN 5% (BY WEIGHT) MAY PASS THE #8 SIEVE FOR BACK FILLING NONMETALLIC TANKS WITH A 96% TO 98% FREE FALL COMPACTION. DRY Z_ ::E � r � COKA,P,'VIIBL.E FOR THE IMMEDIATE IN-FENDED SERVICE. PEA GRAVEL DENSITY MINIMUM OF 95 POUNDS PER CUBIC FOOT IS REQUIRED. SUPPLY QUARRY CERTIFICATION MEETING ASTM C-33, PARAGRAPH 9.1 CONTRACTOR 'TO INSTALL -TWO (2) 1" SPARE CONDUITS FROM VENT STACK -TO INTRINSICALLY SAFE WIREWAY IN BUILDING FOR FUTURE TANK SYSTEM _.. --",-----.-.�--.�---------.-------,.-..-.�-�-- G- � REQUIREMENTS, A-5 _--------_ 0) : BIO-DIESEL COMPATIBILITY: CURRENTLY AT THIS TIME, NO 'TANKS ARE LISTED FOR 810--DIESEL SERVICE APPLICATIONS. DIAGNOSTICS. -_ ---------.' .----I-,-,,,-- ff) I ; BACK FILLING OF TANK EXCAVATIONS SHALL BE PROVIDED IN LIFTS AS PER TANK MANUFACTURER'S INSTALLATION INSTRUCTIONS. TT I A6 (�� , � PRODUCT, VENT, AND VAPOR PIPING SHALL BE I-AID AND CONTINUOUSLY SUPPORTED ACTED PEA GRAVEL. BLOCKS, PLANKS, CONTRACTOR TESTING OF VENT LINES SHALL BE PERFORMED PRIOR 'TO BACK FILL, PRIOR 'TO PAVING AND BEFORE STA ON OPERATION. SEE SITE _A_L_ __ __________________ INITIAL JANK TEEING: SPECIFIC DETAIL SHEETS FOR INSTALLATION DETAILS. SEE FIBERGLASS PIPING MANUFACTURER SPECIFICATION BELOW. �2 - ___ .....___..._.,.._-..-,-,------.-----__________-_ 0 CONTRACTOR SHALL COMPLETE ALL TESTING ACCORDING "TO ,MANUFACTURER'S INSTRUCTIONS FOR TANKS, CONTRACTOR SHALL COMPLETE ALL OR OTHER DEBRIS SHALL NOT BE USED TO SUPPORT PIPING IN FINAL INSTALLATION. K 'N �, WARRANTY VALIDATION TESTING AND PROVIDE DOCUMENTATION TO OWNER'S REPRESENTATIVE OR HIS AGENT, THE OR PROJECT MANAGER. NOTE: UNDER NO CIRCUMSTANCES SHALL DIRT, PAVING MATERIALS, WOOD, OR OTHER CONSTRUCTION DEBRIS BE ALI-OWED TO REMAIN IN TANK AND VENT PIPING SPECIFICATION: N PIPE EXCAVATIONS. '-- 2A----"-"- - -------'--- --------"-------- .�� I IMMr TH R F _TTINGS. USE ONLY FIBERCAST SYSTEMS ALCOHOL ---A,,) -- -,---,--,"---------------"--,----- .- 0 1 F-DIATELY BEFORE INSTALLATION, ALL UNDERGROUND STORAGE TANKS SF-IALL BE TESTED. HYDROSTATICALLY MONITORED DOUBLE WALL TANKS U2 ANNULAR SPACE HYDROSTATIC MONITOR AND RISER INSTALLATION: FIBERCAST SYSTEMS: RED THREAD 11 PIPE AND FITTINGS (USED FOR SINGLE WAL.Q. WHERE DOUBLE WALL, SYSTEMS ARE REQUIRED FOR ALL VENT 1:� : SHALL BE TESTED ACCORDING 70 MANUFACTURER'S INSTRUCTIONS BY: __ _ AND VAPOR PIPING, USE SIZE OVER SIZE RED �AD 11 PIPING AND Fl - COMPATIBLE ADHESIVES. -...- --------�.-..-,--------�------..-.----------,- (1, * INSPECT AND ADJUST RESERVOIR LEVEL STANDARD: CONTRACTOR 'TO INSTALL 4" FIBERGLASS RISER AND VEEDER ROOT HYDROSTATIC SENSOR AT TANK ANNULAR SPACE LOCATION NOTED ALL PIPING AND FITTINGS SHALL BE UL--971 LISTED IN COMPLIANCE WITH THE JULY 2005 PERFORMANCE STANDARDS. A E ._N_..l....._.._____ .......___._.____-----------,...---, �_ � * VISUALLY INSPECT THE TANK EXTERIOR FOR COLORED MONITORING FLUID MANUFACTURERS INSTRUCTIONS, 11, c * PRESSURIZE THE PRIMARY TANK 'TO 5 PSI AND SOAP "TEST ALL FITTINGS, DO NOT PRESSURIZE THE ANNU PIPING TO BE INSTALLED PER MANUFACTURER'S LISTED INSTRUCTIONS AND SHALL ONLY BE INSTALLED BY QUALIFIED INSTALLERS CERTIFIED BY THE 0) I 1-1 I _____,___.___ 0 � * VISUALLY INSPECT THE TANK INTERIOR FOR ACCUMULATION OF' COLORED MONITORING FLUID. _(31 TANK SUMP INSTALLATION: MANUFACTURER. PROVIDE AT LEAST 4' OF SFRAIGHT PIPING RUN BEFORE A CHANGE OF' DIRECTION OF MORE THAN 30 DEGREES AND INSTALL SEAL: 0 I _ - -1----2_ ,,,,=��7�,Z�,,, i FLEXIBLE CONNECTORS AT THE VENT AND VAPOR CONNECTION AT THE TANK SUMPS, AND DISIPENSER SUMPS. � - ",j � STANDARD: CONTRACTOR TO INSTALL 42" OR 48" DIAMETER TURBINE SIDE AND 42" DIAMETER FILL SIDE FIBERGLASS POLYSIDED SUMPS ON 'TANKS PER 10�'�r"5,";c) ,/\,,,-�,�,:�', CD � *-**NOTE*** HYDROSTATIC FLUID RESERVOIR LEVEL MUST BE RECHECKED TO VERIFY TANK INTEGRITY PRIOR TO INTRODUCING BALLAST INTO TANKS. /11"',,�, _��,��,,Xl I , - '_,", , - - ,�"'el,11 r_ ,��, , 11 i " , , " _11- 3� � MANUFACTURER'S INSTRUCTIONS. NOTE THAT THE ORIENTATION OF THE TANK SUMPS MUST BE CORRECT IN ORDER TO FACILITATE CORRECT PIPING '', ,� , � ,�,, 't "z 1�, <v� ,......... -0 "" ! INSTALLATION INTO THE SUMPS. SEE ACCOMPANYING DETAILS IN PLAN SET AND NOTE SIZES OF SUMPS PER PROJECT DEMOGRAPHICS, NYC VARIANT: SAME AS ABOVE EXCEPT: VENT CONNECTIONS ARE ROUTED TO A SEPARATE UNOBSTRUCTED EXTRACTOR FITTING LOCATED IN TFIE //: ,-, "�,� - ," , . , I �2/ I A /11 - , , , v -��,., - c� � ?.I��1, I-) 1�, - � FIELD REP&R OF TANKS: I`F IS ALLOWABLE TO FIELD REPAIR DAMAGED TANKS AFTER APPROVAL BY BP FILED ENGINEER, ALL TANKS DAMAGED IN TURBINE SIDE SUMP. I , �l 1- _____-c________ -, �, ) I 0 _ER TURBINE SUMPS ARE INSTAL.LED. I ( c__I, I �l 'F� T t),R OFF LOADINI�13 0,1PIERAT IONS SHIALL BE FIELD REPAIRED BY A TANK MANUFACTURER'S CERTIFIED FIELD SERVICE REPRESENTATIVE. TANK NYC VARIANT: 48" DIAMETER FILL SIDE AND 42" DIAME] ',y� "I V I'll , l< , � �ANSPOR � 11 �', 'I'l - � � V v'k ""') 11 � MAN U FACTUIR EIR SHALL RE('F_.RTilFY REPAIRED TANKS FOR 'USE, ALL FIELD SERVICE WORK SHALL BE DOCUMENTED. COPIES OF ANY AND ALL FIELD JURISDICTIONAL VARIANT: INSTALL DOUBLE WALL SIZE OVER SIZE FIBERGLASS PIPING WHEN REQUIRED BY AUTHORITY HAVING JURISDICTION. .- "Il , '' ) ,W � �,,00 "- i NTATION �_IiAil BE PLACED IN THE PROIJECT FILE AND INTO OWNERS OPERATING FILE. ARCO BRANDED VARIANT: 42" DIAMETER FILL SIDE AND 48" DIAMETER TURBINE SUMPS ARE INSTAL-1...ED. 4 , :",� � 0 � ll�_ , /,,�, , � I CALIFORNIA VARIANT: VENT PIPING TO BE DOUBLE WALLED AND INSTALLED WITH CONTINUOUS VACUUM MONITORING DEVICE PER AB-2481 '', ",'e ,,� .�) I " ,,,�,l %, "",� ,,,(), _� � , 11 �1111-1--l-l"', 0 , , ",� ("','��,, �� 'TANK MEASUREMENTS: CALIFORNIA VARIANT: SUMPS TO BE DOUBLE WALLED AND INSTALLED WITH CONTINUOUS HYDROSTATIC MONITORING DEVICE PER AB---2481 REQUIREMENTS. REQUIREMENTS - , CA"� 1�,�,,�',' I Z " ��,.__,_ � 'T�_ A-T-^-'C'0_N`T_R,-A C T 0 R IS RESPONSIBLE FOR TFIE COMPLETION OF THE FOLLOWING -TANK MEASUREMENT ACTIVITIES: 1�zl�zl I ., _6 I� "I ACTURER SUPPLIED SHOP MEASUREMENTS. TION: L_ i 1� VERIFY THE F_XTERNAL .)IZE -,F THE TANK TO MATCH WIFF-I MANUF 11 L11. TANK LEVEL GAUGE INSTALLA ,(jQj S a) � I,'t Sr JAGE 11 VAPOR RECOVERY PIPING INSTAL'LATION: _------________.________ cz I TRANSFER THE SIZE, SERIAL NUMBER, AND PRODUCT IN TALLED, AND POSITION OF TANK 1-0 THE AS--BUILT PLAN. STANDARD: CONTRACTOR TO INSTALL VEEDER ROOT MAGNOSTRICTIVE PROBE LEVEL GAUGE AT OPENING IN FILL SUMP AT LOCATION NOTED ON PLANS "--,----- Q) 2. TRANSFER T : CONTRACTOR 'TO INSTALL 3" SINGLE WALL FIBERGLASS STAGE 11 VAPOR RECOVERY HEADER, CONNECTORS, VALVES AND FITTINGS TO IHE ,ANK DIMENSLONA��_ AND PIRODUC,r INFORMAFION TO THE DATA SHEET IN THE TANK GAUGE CONSOLE. STANDARD .QjMDMllAUMaT&l2Uf.tff;_ 0 I PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. I J`HE REC!,PIDIT Of,' PiEl;E MATERIALS UN'XRSTANDS THAT 3, PROVIDE THE TOF' OF Ttl.NK [10,/ATION READIN'G? AT BOTH ENDS OF EACH 'TANK. LOWEST OCTANE GRADE FILL SIDE SUMP AS INDICATED ON SITE SPECIFIC FUELING PLAN AND ACCOMPANYING DETAILS. NOTE THAr THE 1ST CC, I ,,PYRIGHT 1.4 TIE MATERIALS IS OWNED BY UP, AND At-SO, I CONNECTION FROM STAGE 11 VAPOR RECOVERY HEADER TO LOWEST OCTANE TANK SHALL BE 3". ALL 01-HER CONNECTIONS TO ADDITIONAL TAN,Ks THAT T�rc BIAJE,R�ALS CONTAIN PRVI'�X,(,-D AND CONFIXNTIAL DUSNESS iNFGRMAlfON OF B?� ACCORDINq, .Y� THE — � TAN K -_LFU'Q A EA%' , ,Lt�[ RQQ RECIPIMN11 AGRFES 70 RETAIN ri!ESE 4ATERiALS IN STRICT I _Q _. . -ILQji. - - JE, R-E, TAGE I VAPOR RECOVERY INSTALLATION: 2) DISPFNI�,ERS CONFID-Ft.,�r,L' AHD AGRFYS NOT TO DISCLOSE 7HESE (N __ _ _L_ �F ,'_� --h ,a _(5h FILL AND S --------.— SHALL. BE MADE WITH 2". CONTRACTOR TO INSTALL. 3" TO 2" REDUCING TEES WHERE HEADERS BRANCH TO DISPENSEFRS, MAXIMUM (/- -1. � MA,TERnA;_S 70 ANY 01IIER P��,RIY K-41)FURII-IER AGREES _� � IEASUREMENT tBEFORE AND AFTER IANK INSTALLATION SHALL BE ACCORDING TO MANUFACTURER'S REQUIREMENTS AND SHALL BE _ — j 1__� � DEFLECTION M STANDARD: CONTRACTOR 'TO INSTALL 4" GALVANIZED FILL AND STAGE I VAPOR RECOVERY RISERS AT FILL SIDE SUMPS. CONTRACTOR TO INSTALL DROP PER 2" BRANCH. CONTRACTOR TO PROVIDE AT LEAST 4 FEET OF PIPING RIJN BEFORE A CHANGE OF DIRECTION OF -10 F)ECREES OR mloff' 1,�,4 NOT TO M&KE COPIF�',OF'TK MAn-RIALS, RIIE REQFIENT � rF ' I AGREES TO USE TH,E MATERIALS,ONLY FOR TIHE LIMITED � WITHIN MANUFACTURER'S TO LERANC ES, ALL INFORMATION SHALL BE COMPLEI .D AS PER -THE MANUFACTURER'S WARRANTY DOCUMENTATION. _R _lRFNCHING I ,�ORPOI_�E FCA 1,'�H!CH 13P HAS M.kOE THE MATERIALS TUBE ASSEMBLY, CONTRACTOR TO INSTALL EXTRACTOR FITTING AND BALL FLOAT VALVE AT STAGE I VAPOR RETURN RISER, CONTRACTOR TO INSTALL I MECHANICAL FLEXIBILITY PER CODE REQUIREMENTS. CONTRACTOR TO INSTALL TRACER T�PF V411H'VAPOR PIPING PF b '' AVAILABLE, AND R,',-Ci��OJ AGREES TO RE-1A. 1�1 � , ' Ll' "I � _._f_:_7____,l_l_ VENT AND STAGE 11 FLEX CONNECTORS AND ERR ADAPTERS. LOCATE AND CUT PENETRATIONS INTO SUMPS FOR THE ROUTING OF VENT AND STAGE 11 DETAIL& PENETRATIONS INTO ALL SUMPS SHALL BE MADE WITH DOUBLE WALL ENTRY FITTINGS STAGE 11 VAPOR RECOVFRY PIPING SHkl, LIE' I 9lArFPi,,,t_s To Lip ni-Hm upoN cmptincm 1�-11E r- � N�U4[)M. PiJ,"OSE Ce UPON PiE FEQUE',5T()F SP, 0) � -t -ASS PIPING, CONTRACTOR TO INSTALL DOUBLE SIDED AT LARGE SITE LAYOUTS, 1/3" r-TR FOOT Mlril�mui,I,4 ;3, WHICHEVER C(MES FIR'�T, " - I L_ � 1��ln=-_- __ . I VAPOR PIPING INTO SUMPS AND MAKE CONNECTIONS TO VENT' AND VAPOR PIPING FIBERGI. DESIGNED AND INSTALLED FOR 1/4" PER FOOT MINIMUM SLOPE BACK TO TANKS. L PENETRATION ENTRY BOOTS FOR A�L ENTRIES INTO SUMPS. CONTRACTOR TO INSTALL STATIC GROUNDING SYSTEM AT I`� 1: � QL2_o_k2qA%LqlL :3 0 � "I -I - INSTALLATION DETAILS SHOWN ON SHEET G.O.7, HIS AGENT, 'THE BP PROJECT MANAGER, WHERE DISCREPANCIES OCCUR. BP DOES HOT AND CANNOT WA.�ZRANT THAT THE PLANS FOR ",� 11 1_-S_l___________,-,-,----- I, ULT O'NNER'S R RESENTA-1V'T 0 R � "I i ......... �l .... - L-0 ,, L � ALL. FILL AND VAPOR RISERS PER � "�� I ,�L ACCEPTABLE IF IT AVOIDS USING A KNOCK OUT SUMP (VAPOR POT) OR HAVING EXCESSIVE TANK DEPTI CONS� _Prls_&tl -TANK- � � PErRXEiM S70RAGE AND DISPENSING ARE C%APLIANT VATH 0 I j ALL LEGAL REQUIREMENlS THAT EXIST OR AS THEY MAY BE U) � 11 APPIED lN 71HIF FUTURE. NOR DOES BP WARRANT THAT A c � I I � ,.,--- __� CONTRACTOR TO INSTALL GARB APPROVED STAGE I MULTIPORT MANHOLES WITH 5 GALLON SPILL COLLECTION BUCKETS. INSTALL PRODUCT AND FILL CONTRACTOR TESTING OF STAGE 11 VAPOR LINES SHALL BE PERFORMED PRIOR TO BACK FILL, PRIOR 'TO PAVING AND BEFORE STATION OPERATION. FLEUNG STORAGE AND DE.UVFRY SYSTEM OONSTRUCIFD IN .� � I CONFORMITY WITH THESE PLANS WILL BE FRLF OF ALL I T S. SEE ACCOMPANYING DETAILS IN SITE SPECIFIC PLAN SET FOR MANUFACTURER AND INSTALLATION REQUIREMENTS. SEE SITE SPECIFIC DETAIL SHEETS FOR INSTALLATION DETAILS, SEE FIBERGLASS PIPING MANUFACTURER SPECIFICATION BELOW. LEAK& YOU ARE ACCORDINGLY STRONGLY ENCOURAGM TO C3 CON%. )I,l NTH A FUELING STATION ENGINEER OF YOUR L_ 11 CHOOSING TO INDEPENDENTLY EVALUATE W14.ErHER THESE v DOUBLE WALL NYC VARIANT: CONTRACTOR TO PROVIDE THE INSTALLATIONS OF A SEPARATE UNOBSTRUCTED VENT- CONNECTION AT EACH TANK AT THE "TURBINE SIDE PLANS ARE TRULY SUMCIENT FOR CONSTRUCTING rHE �11 Ig 11 — BRACE AND DEUVERY SYSTEM AT YOUR STATION. 41 _x " ST I FRP TANK 1.D,-I'A" , - . OF THE -TANK AS PER PLANS AND PER NYC CODE REQUIREMENTS. A 15 GALLON PRODUCT SPILL COLLECTION BUCKET IS REQUIRED BY NYC FIRE STAGE 11 PIPING SPECIFICATION: . ' I I DOUBLE WALL CODE (REQUIRES A 48" DIAMETER SUMP TO BE INSTALLED). FILL SPILL BUCKETS MUST HAVE A NYC CERTIFICATE OF APPROVAL FROM FIRE DE LOPMENT INFORMATIOW-___ qS I FITTINGS (USED FOR SINGLE WALL). WHERE DOUBLE WALL SYSTEMS ARE REQUIRED E FRP TANK I,D.="B" FIBERCAST SYSTEMS: RED THREAD 11 P�PE AND Q) I I DEPARTMENT. AND VAPOR PIPING, USE SIZE OVER SIZE RED THREAD 11 PIPING AND FITTINGS. USE ONLY FIBEIRCAST SYSTEMS ALCOHOL COMPATIBLE ADHESIVES. UNDERGROUND STORAGE 0 , _2 1 ARCO BRANDED VARIANT: DUAL FILLS AND DUAL STAGE I VAPOR RETURNS ARE TO BE INSTAL-LED IN CUSTOM MULAIPORT "QUAD" MANHOLE ON "THE ALL PIPING AND FITTINGS SHALL BE UL--971 LISTED IN COMPLIANCE WITH THE JULY 2005 PERFORMANCE STANDARDS, Q_ . . I TAI TANK STANDARDS w I . 20,000 OR 30,000 GALLON TANK ONLY. VENT AND STAGE 11 TANK CONNECTION AND VENT AND VAPOR PIPING IS INS _LED IN THE FILL SIDE SUMP I_ , I ll� - - __1 " I IE F_ -11--- , ____�l I.. -------. __ . PER DETAILS. PIPING TO BE INSTALLED PER MANUFACTURER'S LISTED INSTRUCTIONS AND SHALL ONLY BE INSTALLED BY QUALIFIED INSTALLERS CERTIFIED BY IF ELEMENT TP01 U) ___lI` MANUFACTURER. PROVIDE AT LEAST 4' OF STRAIGHT PIPING RUN BEFORE A CHANGE OF DIRECTION OF MORE THAN 30 DEGREES AND INSTALL -D 1. .. I.. . . . ,L6j_jLJ R RI N E I L V-9.0 2010 SERIES � . - . � L INSTALLATION: FLEXIBLE CONNECTORS AT 'THE VENT AND VAPOR CONNECTION AT THE TANK SUMPS, AND DSPENSER S )MPS, C�l I STANDARD: CONTRACTOR TO INSTALL FE PETRO IST 2 HP VARIABLE SPEED TURBINES AND PIPING CONNECTION VALVES AND FITTINGS IN TANK GENERAL SHEETS DESIGN INTENT - BEFORE BACK FILL AFTER BACK FILL SUMPS AS SHOWN ON SITE SPECIFIC DETAIL DRAWINGS. ALL PRODUCT LINES TO TURBINES TO BE EQUIPPED WITH 3 GPH ELECTRONIC LINE LEAK JURISDICTIONAL VARIANT: INSTALL DOUBLE WALL SIZE OVER SIZE FIBERGLASS PIPING WHEN REQUIRED BY AUTHORITY HAVING JURISDICTION. 0 0 _______ DETECTION, LEAK DETECTORS ARE TO BE TESTED FOR THE 3 GPF-I LEAK DETECTION PRIOR TO START UP, CONTRACTOR TO PROVIDE TEST DATA AT ��ii_AI�6E��_- ___-.----- Lo TANK INSPECTION AND INsTA[_LA"ri0N DEFLECTION MEASUREMENT THE TIME OF PUNCH LIST AS WELL AS INCLUDE IN CLOSE OUT BINDER. ALL TURBINES ARE EQUIPPED WITH STANDARD "R" CHECK VALVE AS A 0 DIPSTICK PREPARATION STANDARD FROM FACTORY. SET TURBINE INTAKES AT' 5" FROM BOTTOM OF TANKS. TURBINES 1-0 BE EQUIPPED WITH INTAKE FILTER SCREENS, CALIFORNIA VARIANT: STAGE 11 VAPOR PIPING TO BE DOUBLE WALLED AND INSTALLED WITH CONTINUOUS VACUUM MONITORING DEVICE PER AB--24,81 c I) .,It DRIVE A SMALL HEADED, NON-SPARKING (E.G. BRASS) NAIL. HALFWAY INTO A WOODEN DIPS-FICK, 1 INCH CONTRACTOR TO INSTALL 1" RIGID STEEL CONDUITS FOR SUBMERSIBLE PUMP POWER. (ONE FOR EACH TURBINE), CONTRACTOR IS 1-0 LABEL REQUIREMENTS. ALL CONNECTIONS TO THE TANKS SHALL BE MADE WITH Y� "" I- I "TURBINES AND CONTROLLERS AS TO WHICH PRODUCT THEY SERVE. GREEN CONTROLL.ER LIGHTS ARE TO GO OUT WHEN -TURBINES ARE OFF OR (_> I ABOVE ITS BASE. TAGE 11 EVR WITH ISID DESIGN CHOICES -THAT MAY BE INCORPORATED INTO -THE LIST SYSTEMS IN CALIFORNIA. DO LOSE POWER. IST PUMP CONTROLS ARE TIED TO VEEDER ROOT TL.S-350. SEE APPROPRIATE TURBINE CONFIGURATION AND PROGRAMMING SHEETS. THERE ARE (4) FOUR S 0 1 FIRST DIAMETER READING (PRIOR TO BACK FILL) 1. VEEDER ROOT CARBON CANISTER VAPOR POLISHER WITH VST BALANCE HANGING HARDWARE AND VEEDER ROOT ISD COMPONENTS, (o 1� : 1. PLACE THE DIPSTICK INTO A SERVICE FITTING. SINGLE MASTER TURBINE CONFIGURATIONS -- EQUIPPED AS NOTED ABOVE. SEE APPROPRIATE SITE SPECIFIC DRAWINGS FOR INSTALLATION DETAILS. 2. HEALY CLEAN AIR SEPARATOR WITH HEALY VACUUM ASSIST HANGING HARDWARE AND VEEDER ROOT ISD COMPONENTS. Ld 1 2, MEASURE AND RECORD THE DISTANCE I-ROM THE TANK BOTTOM TO THE TOP OF 'THE FITTING, 3, VSF ECS VAPOR PROCESSOR WITH VST BALANCE HANGING HARDWARE AND VEEDER ROOT ISD COMPONENTS. '� � : 1 Pl,"I'l. THE DIPSTICK UP UNTIL THE EXPOSED NAIL CATCHES ON THE INSIDE TOP OF "TANI<. ------- .--.-.---.--- _ � 7 MASTER-SLAVE TURBINE CONFIGURATIONS -- EQUIPPED AS NOTED ABOVE EXCEPT: ONLY 1HE MASTER TURBINE SHALL HAVE "THE PLLD LEAK 4� VST BALANCE HANGING HARDWARE WITH FRANKLIN FUELING/HEALY CLEAN AIR SEAPARATOR AND VEEDER ROOT ISD COMPONENTS. DESIGNED BY.___- 11-1 � 4. ,,MlEASURE FHE DISTANCE FROM THE TANK TOP (INSIDE) TO THE TOP OF -THE FITTING. SUBTRACT 1 DETECTOR INSTAL[...ED. CONTRACTOR TO REMOVE 'THE STANDARD "R" CHECK VALVE OUT OF THE SLAVE TURBINE. THE BALL VALVE ON MANIFOLD SHK�OV ALLIANCE Z&M: DB u) -ENT DETAILS ON THE ABOVE SYSTEMS, -1........_.._____.._._.._____._.__-.1��--.,---�--.-.--,-,�.---,.,-,�------- 5 ; . INCH, IFROM THIS MEASUREMEN"T AND RECORD THE DISTANCE. SEE GENERAL SHEETS G,O.6 SERIES DRAWINGS FOR DESIGN INI CHE=BY, � U., .�ROM THE FIRST AND RECORD THIS VALUE AS READING "A" ON THE LINE BETWEEN TURBINES SHALL.. BE SET IN THE "OPEN" POSITION AND A SINGLE PLLD (PART #848-480--001) IS TO BE INSTALLED ON THE SHK/OV BP REP": D8 C.) 5. SUBTRACT THE SECOND DISTANCE I ---.---.-.- _____.__.____,_____-------____----------- L 1 � MASTER IST WITH AN FE. PETRO NON-VENTED PRECISION CHECK VALVE (PART #65 PSI) INSTALLED ON THE SLAVE IST PREVENTING BACKFILLING DRAYM BY: AILIANCE PM: ; AS-TALLATION CHECKLJST� Ov DB I-I � SPECIFIC DRAWINGS FOR INSTALLATION DETAILS. ___ _____ � OF LISTS. SEE APPROPRIATE SITE L10A _�&iw__ i;��cf'�Q__ i SECONO DIAMETER READING (AFTER BACKALL) _) . DECOMMISIONING STAGE 11 VAPOR RECOVERY: d) ? � ll'�� 00 � 1, ,-'E THIE D;pSTjCK INTO A SERVICE FF`FING WITH A STANDPIPE INSTALLED 'TO SUBGRAIDE. I . TY V-9.0 1,1 I PLAC � 11 . I I MASTERMASTER 'TURBINE CONFIGURATIONS -- EQUIPPED AS NOTED ABOVE EXCEPT: THE BALL, VALVE ON MANIFOLD LINE BETWEEN 'TURBINES SHALL 0 � RECORD IIHE DISTANCE FROM THE TANK BOTTOM TO 'THE TOP OF THE STANDPIPE. STANDARD: FOR PROJECTS INVOLVING THE DECOMMISSIONING OF' STAGE 11 VAPOR RECOVERY SYSTEMS, G.C. IS TO VERIFY WITH THE AUFHORI 01/04/2010 2, MFASURE AND � 0 � -TANK. BE SET IN THE "CLOSED" POSITION DURING NORMAL OPERATION. SEPARATE LINES & (2) PL_LDs (PART #VER-848--480.-001) SHALL BE INSTALLED. HAVING JURISDICTION THAT STAGE 11 IS NO LONGER REQUIRED AT A SPECIFIC FACILITY BEFORE INITIATING THE DECOMMISSIONING WORK AND Wtllicil L_ � I_ ." � ',�, PULL THE DIPSFL`K UP UNTIL 1HE EXPOSED NAIL CATCHES ON THE INSIDE TOP OF '_6kT'iK_d=ifiiF,___________________ Jc: � IN CASE OF FAIL...URE OF AN INDIVIDUAL- IST, THE PRODUCT CROSS-OVER LINE CAN BE PLACED INTO OPERATION BY OPENING THE CROSS . � DECOMMISSIONING PROCEDURES ARE REQUIRED TO BE IMPLEMENTED. SEE SHEET G.O.6.15. FOR GENERAL REQUIREMENTS AND PROCEDURES. C) � 4� MiFA,SUIRE THE DISTANCE FROM THE TANK TOP (INSIDE) TO THE TOP OF THE STANDPIPE. SU � CONNECTING VALVE. THE FAILED IST MUST HAVE ITS PLLD DISABLED & DISPENSER SIGNAL WIRES NEED TO BE MODIFIED FOR THIS TEMPORARY - TANK AND PIPING -1 i � 'EMENT AND RECORD THE DISTANCE, CONSULT OWNER'S REPRESENTATIVE OR HIS AGENT, THE BIP PROJECT MANAGER, WHERE DISCREPANCIES OCCUR BETWEEN 'THE CONTRACT '1-1 � I' 0 i N',C'li "ROM THIS MEASUR '_ SET-UP. SEE APPROPRIATE SITE SPECIFIC DRAWINGS FOR INSTALLATION DETAILS. SCOPE OF WORK I - TION� t �), SUBTRACT THE SECOND DISTANCE FROM THE FIRST AND RECORD "THIS VALUE AS READING "B" ON THE DOCUMENTS AND THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDIC (-) � INSTALLATION CHECKLIST, ARCO LARGE SITE VARIANT - IF SITE HAS 9 OR MORE MPD'S, TWO (2) 2 HP VARIABLE SPEED 'TURBINES ARE TO BE INSTALLED IN THE PRIMARY � AND GENERAL NOTES w 'C'ALCULATION AND COMPARISON REGULAR UNLEADED 'TANK, THE REGULAR UNLEADED TURBINES SHALL BE SET UP AS "MASTE R/S LAVE/S LAVE" AND THE CROSS CONNECTION I (FRP 40 OF 2) n- � lk SU3TRACT READING "B" FROM READING "A". MANIFOLD BETWEEN TANKS SHALL BE OPENED ALLOWING ALL THREE 'TURBINES TO SERVE THE ENTIRE SITE, � tql.) "I I __-._.__l__.-____________ "4� � 2, CC,MIPARE THIS VALVE TO THE TABLE OF "MAXIMUM ALLOWABLE DEFLECTIONS" SHOWN ON THE I SHEFT N(l. C". I NYC VARIANT: MASTER-MASTER TURBINE CONFIGURATION W/ ROTATING STARTS - EQUIPPED AS NOTED ABOVE FOR MASTER-SLAVE CONFIGURATION 1 .2 � "INSTAI-LATION CHECKLIST", EXCEPT WITHOUT SIPHON LINE BETWEEN TANKS: THE UST PRODUCT LEVEL BALANCING IS ACHIEVED BY ROTATING THE STARTING OF INDIVIDUAL IST'S C) i rHr "Il. i 3� *V"ERTICA1, I.)EFLECTION IN EXCESS OF t ESE VALUES INDICATES IMPROPER INSTALLATION AND VOIDS THE WITH CONTROL LOGIC LINKED TO THE VEEDER ROOT ATG. THE PRODUCT LINES ARE CONNECTED BY A CROSS OVER MANIFOLD BETWEEN TURBINES. I I . 10 � TtV4K WARRAN-fY. -L HAVE AN FE I () ONE IST, THE MASTER, SHALL HAVE A PLLD LEAK DETECTION DEVICE INSTALLED (PART #VER--848--480--001) AND THE SLAVE SHAL 4 -��, "" ; � ? MAXIMUM DEFLECTION FOR 3'-0" TANKS = 1 --1/4" 0 PETRO NON-VENTED PRECISION CHECK VALVE (PART #65 PSI) INSTALLED. THE BALL VALVE ON MANIFOLD LINE BETWEEN TURBINES SHALL BE SET I.- I MAXIMUM DEFLECTION FOR 10'-O" TANKS = 1 -11/2" IN THE "OPEN" POSITION DURING NORMAL OPERATION. IN CASE OF FAILURE OF AN INDIVIDUAL IST, NO ADJUSTMENT 'TO THE DISPENSER SIGNAL v0m2m 1 a_I WIRES WIL.L. BE REQUIRED AS THE IST CONTROLLERS WILL ACCOMMODATE THE IST STARTING VIA THE VEEDER ROOT ATG LINK, THE PRODUCT IN _�l I 'THE LIST WITH THE FAILED IST WILL HAVE THE PRODUCT LEFT IN A STATIC STATE AND NOT AVAILABLE FOR DISPENSING UNTIL A REPAIR IS MADE. -j SEE APPROPRIATE SITE SPECIFIC DRAWINGS FOR INSTALLATION DETAILS. 6 _____l________-___________._ I_L I