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4• PIPING TESTING: TESTING OF THE SECONDARY CONTAINMENT PIPING IS REQUIRED, THE SEALING
<br /> 11 UG, CONDUIT: ALL U,G, CONDUIT TO TANKS SHAM_ BE RIGID STEEL PVC COATED SCHEDULE Sheet NotesBOOT IN THE SUMP IS TO BE INSTALLED WITH THE. VALVE TURNED DOWN. AFTER � a � ; _ W „ � EDUL.E 40m
<br /> Sa PREFABRICATED ASSEMBLIES: A CERTIFICATE OF APPROVAL SHALL. BE FURNISHED WITH EACH PVC CONDUIT MAY BE SUBSTITUTED FOR RIGID GALVANIZED EXCEPT FINAL. 10'--0- FUSTICK)
<br /> TESTING THE VALVE IS TO LSE OPENED TO ALLOW DRAINAGE OF THE SECONDARY " (FULL
<br /> PREFABRICATION ASSEMBLY, CERTIFYING THAT THE ASSEMBLY t�k� STRUCTURE IN QUESTION HAS T(� .ANY LOCATION. PVC CONDUIT MINIMUM BURY DEPTH IS .4 PER CODE,
<br /> 1. -- SUMP WIPING PENETRATIONS; PIPING TO THE SUMP MONITOR PROBE. BEEN INSPECTED MEETIN THE REQUIREMENT H
<br /> > , G EOF E CODE. 14a
<br /> SUMP PIPING PENETRATIONS SHALL_ E E MADE USING BULK HEAD FITTINGS S. -- PIPING PENETRATIONS: A PENETRATIONS. T � S N I � � RISER GROUNDING: RISER GROUNDING; ALL RISERS IN THE FILL SUMP AND TP1F ANNULAR
<br /> G �, S ALLOF THE SUMP TO BE ON A LINE TOWARD THE CENTER
<br /> ELECTRICAL PENETRATIONS SHALL B MADE � — a � SPACE RISER SHALL, BE GROUNDED AND BONDED PER 7AI
<br /> ,�� ('ENVIRON-), � � � . O�-THE SUMP TO ENSURE THE PROPER INSTALLATION OF :ALL BULKHEAD AND COMPRESSION FITTINGS 9x TANK STABILITY: TANK STABILITY' SMALL BE CHECKED AGAINST FLOATATION. DF L � ON DWG. TK4 �.
<br /> 6 WITH APPROPRIATE WATER TIGHT COMPRESSION FITTINGS WITH SEAL--OFFS. � �
<br /> AND RESULTANT TIGHTNESS, ALL PIPING, CCJNDtr1ET AND GROUNDS THAT PENETRATE 1 „ .._ SPACE . p -.
<br /> � m a ANNULAR ,.f'ACE LOCATION. FOR A 12p00t�/"1 Om0O0 GALLON 10 DIAMETER SPLIT TANK THE
<br /> (LE, ENVIRON). THE SUMP SIDE `WALL MUST BE SEALED IN SUM�S. SUMPS SHALL BE HYDROSTATICALLY 10, --� NOT N USED. ANNULAR SPACE RISER IS LOCATED ON THE TURBINE SIDE OF THE 12m000 GALLON COMPARTMENT
<br /> Ld2. — SIPHON PIPING; TESTED WITH STANDING WATER FOR A PERIOD OF; 24 HOURS TO INSURE THAT THE SUMPS AS SHOWN.
<br /> ARE WATERTIGHT. THE ARCO EIEhL� ENGINEER MUST: SIGN OFF ON THIS TESTING ON T6-I TANK 11.
<br /> .
<br /> THE HEIGHT OF PENETRATIONS INTO SUMP FOR SIPHON PIPING VARY BETWEEN TANKS. METHANOL, COMPATIBILITY, FOR ALL METHANOL COMPATIBLE STORAGE SYSTEMS ALL READILY
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<br /> INSTALLATION CHECK LIST BEFORE CONTRACTOR WILL. RE PAID. TO OF TANK ELEVATION._ TO CALCULATE TOFF OF TANK ELEVATION, START WITH
<br /> SEE DETAILS 7 B ON DWG, TK3 FOR TANK SIPHON PIPING DETAILS. C L ACCESSIBLE COMPONENTS WHICH ARE NOT METHANOL COMPATIBLE FOR THE IMMEDIATE _ TH 1F3 MINIMUM
<br /> W
<br /> DEPTH OF VAPOR ,RECOVERY LINE AT THE FARTHEST DISPENSER AN � " ;
<br /> ;, -�� FILL" AND VAPOR GAP HEIGHT T GRADE: THIS DIMENSION S CRITICAL,A AN M ADHERED T INTENDED FRVI F-I D SLOPE 1 4 PER FOOT
<br /> e G O E S SIO. . IS C E C` L D UST BE O. SERVICE SHALL BE RETROFITTED INTO THE STORAGE SYSTEM. � W, _
<br /> m m SHALL UNDERWRITERS LABORATORY APPROVED AS CALLED FOR ON THE MAXIMUM TO 1 1S PER FOOT OT MINIMUM A to "
<br /> ��. � 3e -, TANK(S�. .�H LL BE. CONTRACTOR WILL BE REQUIRED TO REINSTALL AT �OWN EXPENSE OR WILL BE BACK CHARGED FOR (f/ FO MINIMUM, DD 12 AT THE TANK, ADD 1 a� `/JJF°g'OR � PIPE
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<br /> SITE SPECIFIC DRAWING OR AS DESIGNATED ON THE SUPPLEMENTAL CONDITIONS AND n OR FOR 2 FOR A CHANGE IN PIPING' DIRECTION OTHER I
<br /> a EXPENSE TCS CORRECTONCONSISTENCIES, 1a -- MANHOLE CROWNS: A MANHOLE OPENINGS ( � ( R Tf-AN �Q OR 4�a a SETT TANKS 0
<br /> � � ., ECO Sa LL E OLE O E NGS ON THE TANK SLAB SHALL BE INSTALLED �M11TH , -
<br /> �� SHALL. BE, DOUR ,E WALL TANKS OF FIBERGLASS REINFORCED PLASTIC FRP AS _ � DEEPER THAN CALCULATED AS PRECAUTION', IN N
<br /> L" (FRP) A l 1 CROWN FCONCRETE T PRCV T IO EVENT SHALL.. THE TANK BE BURIED LESS
<br /> .�,� /'2 O O PREVENT WATER INTRUSION INTO THE MANHOLE. a � .
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<br /> 7e TURBINE I M P T -
<br /> XCORPORATION, � IN TA TI NOF TANKS AND PIPING U B NE; SUM. SENSOR: SEE SHEET K4 �_ DETAIL 1 FOR LIQUID SENSOR DETAILS, PROBE TO THAN 4 0 BE FINISHED C.� MANUFACTURED BY XER ES INSTALLATION O E W L Q SECTION N C" K a.... _LOW F l�a ED GF�ADE" OR DEEPER THAN 7 0 BELOW FINISHED GRADE. SEE
<br /> . SEE. �ECT ON A O DWG, T �. THE AF�CC) FIELD ENGINEER WILL BE REQUIRED TO SIGN
<br /> SPECIFICATION Wf
<br /> I BE MOUNTED AT SIDE OF TANK WHERE PRODUCT PENETRATION RATION INTO SUMP IS MAD E A D LOW
<br /> �`� .SHAD. BE IN ACCORDANCE WITH ,�f E,CIFICATIC)N 13800 LATEST EDITION AS PROVIDED E D E ET U D N BE OFF N THIS IT M ON TI-I ANK IN T T � MANUFAC;TURERS INSTALE_ATION RECOMMENDATIONSa -ANY VARIATIONS !N SLOPE' FROM 1 4
<br /> � ro ,, m � -- � O E E T SALLA ION CHECKh.IST BEFORE CONTRACTOR WILL BE PAID. �
<br /> C�1 BY ARCO PETROLEUM PRODUCTS COMPANY, AND MANUFACTURERS INSTRUCTIONS. LOWEST PENETRATION FITTING WITHIN SUMP AREA. PER FOOT SHALL BE REPORTED TO THE FIELD ENGINEER,
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<br /> EXCAVATION
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<br /> THIS DESIGN`ARRANGEMENT I TYPICAL FOR DOUBLE WALL. FIBERGLASS
<br /> TANKS. SEF SITE PIPING PLAN AND MATERIALS LIST ON DRAWING DFA 4 CYT xa
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