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<br />4. - PIPING TESTING: TESTING OF THE SECONDARY CONTAINMENT PIPING IS REQUIRECIRTHE SEAUNG 13. - U.G. CONDUIT: ALL U.G. CONDUIT TO TANKS SHALL BE RIGID -STEEL PVC COATED SCHEDULE 40.
<br />p BOOT IN THE SUMP IS TO, BE INSTALLED WITH THE VALVE TURNED DOWN. AFTER 8. - PREFABRICATED ASSEMBLIES: A CERTIFICATE OF APPROVAL SHALL BE FURNISHED WITH EACH PVC CONDUIT MAY SUBSTITUTED FOR RIGID GALVANIZED EXCEPT FINAL 10'-0" FULL STICK).
<br />Sheet Notes TESTING THE VALVE IS TO BE OPENED TO ALLOW DRAINAGE OF THE SECONDARY PREFABRICATION ASSEMBLY, CERTIFYING THAT THE ASSEMBLY OR STRUCTURE IN QUESTION HAS TO ANY LOCATION. PVC CONDUIT MINIMUM BURY DEPTH IS 24" PER CODE.
<br />PIPING TO THE SUMP MONITOR PROBE. BEEN INSPECTED MEETING THE REQUIREMENT- OF .THE CODE.
<br />1. -SUMP PIPING PENETRATIONS: - 14. - RISER GROUNDING: RISER GROUNDING: ALL RISERS IN THE FILL SUMP AND THE ANNULAR
<br />SUMP PIPING PENETRATIONS SHALL BE MADE USING BULK HEAD FITTINGS 5. PIPING PENETRATIONS: ALL PENETRATIONS OF THE SUMP TO BE ON A ONE TOWARD. THE. CENTER SPACE RISER SHALL BE GROUNDED AND BONDED PER DETAIL #4 ON DWG. TK4-2. -
<br />("ENVIRON-). ELECTRICAL PENETRATIONS SHALL BE MADE - OF THE SUMP TO ENSURE THE PROPER INSTALLATION OF ALL BULKHEAD AND COMPRESSION FITTINGS 9. - TANK STABILITY: TANK STABILITY SHALL BE CHECKED AGAINST FLOATATION.
<br />WITH APPROPRIATE WATER TIGHT COMPRESSION FITTINGS WITH SEAL -OFFS. - AND RESULTANT WATER TIGHTNESS. ALL PIPING, CONDUIT AND GROUNDS THAT PENETRATE 15. - ANNULAR SPACE LOCATION:' FOR A 12,000/10,000 GALLON 10' DIAMETER SPLIT TANK, THE
<br />(I.E. ENVIRON). THE SUMP SIDE WALLS MUST BE. SEALED IN SUMPS. SUMPS SHALL BE HYDROSTATICALLY 10. - NOT,USED. ANNULAR SPACE RISER IS LOCATED ON THE TURBINE SIDE OF THE 12,000 GALLON COMPARTMENT
<br />2. - SIPHON PIPING: TESTED WITH STANDING WATER FOR A PERIOD OF 24 HOURS TO INSURE THAT THE SUMPS - AS SHOWN.
<br />FOR SIPHON PIPING VARY BETWEEN TANKS. ARE WATERTIGHT. THE ARCO FIELD ENGINEER MUST SIGN OFF ON THIS TESTING ON THE TANK 1t. - METHANOL COMPATIBILITY: FOR .ALL METHANOL COMPATIBLE STORAGE SYSTEMS, ALL READILY ig _. TOP OF TANK ELEVATION: TO CALCULATE TOP OF TANK ELEVATION. START WITH 18" MINIMUM
<br />THE .HEIGHT OF PENETRATIONS INTO SUMP 0 INSTALLATION CHECK LIST BEFORE CONTRACTOR WILL BE PAID. ACCESSIBLE COMPONENTS WHICH ARE NOT METHANOL COMPATIBLE FOR THE IMMEDIATE
<br />SEE DETAILS #6, #7 & #8 ON DWG. TK3-2 FOR TANK SIPHON PIPING DETAILS. DEPTH OF VAPOR RECOVERY LINE AT THE FARTHEST DISPENSER AND SLOPE 1/4" PER FOOT
<br />6. - FILL AND VAPOR CAP HEIGHT TO GRADE: THIS DIMENSION IS CRITICAL AND MUST BE ADHERED TO., INTENDED SERVICE SHALL BE RETROFITTED INTO THE STORAGE SYSTEM. MAXIMUM TO 1/16" PER FOOT MINIMUM.. ADD 12" AT THE TANK. ADD 13" FOR 3" PIPE)
<br />3. -
<br />TANK(S): SHALL BE UNDERWRITERS LABORATORY APPROVED AS CALLED FOR ON THE CONTRACTOR WILL BE REQUIRED TO REINSTALL AT OWN EXPENSE OR WILL DE BACK CHARGED FOR. " OR 8 (FOR 2 FOR A CHANGE IN PIPING DIRECTION OTHER THAN 90" OR 45'. SET TANKS 8" -
<br />SITE SPECIFIC DRAWING OR AS DESIGNATED ON THE SUPPLEMENTAL CONDITIONS AND EXPENSE TO CORRECT INCONSISTENCIES. 12.' - MANHOLE CROWNS: ALL MANHOLE OPENINGS ON THE TANK SLAB SHALL BE INSTALLED WITH DEEPER THAN CALCULATED AS PRECAUTION. IN NO EVENT SHALL THE TANK BE BURIED LESS
<br />SHALL BE DOUBLE WALL TANKS OF FIBERGLASS REINFORCED PLASTIC (FRP) AS A-1.-1/2" CROWN OF CONCRETE TO PREVENT WATER INTRUSION INTO THE MANHOLE. THAN 4'-0" BELOW FINISHED GRADE OR. DEEPER THAN 7'-0" BELOW FINISHED GRADE. SEE >C 00 ,+
<br />PROSE TO
<br />MANUFACTURED BY XERXES CORPORATION. INSTALLATION OF TANKS AND PIPING 7. - BETURBINE MOUNTED SENSOR: SEE SHEET TK4-2, DETAIL #1 FOR LIQUID SENSOR DETAILS 8 SEE SECTION A ON DWG. TK3-5. THE ARCO FIELD ENGINEER WILL BE REQUIRED TO SIGN MANUFACTURERS INSTALLATION RECOMMENDATIONS. ANY VARIATIONS IN SLOPE FROM 1/4" 106. -.� "� -
<br />$HALL BE IN ACCORDANCE WITH SPECIFICATION 13800 LATEST EDITION AS PROVIDED BE MOUNTED AT SIDE OF TANK WHERE PRODUCT PENETRATION INTO SUMP IS MADE AND BELOW OFF ON THIS ITEM ON THE TANK INSTALLATION CHECKLIST BEFORE CONTRACTOR WILL BE PAID.
<br />BY ARCO PETROLEUM PRODUCTS COMPANY, AND MANUFACTURER'S INSTRUCTIONS. LOWEST PENETRATION FITTING WITHIN SUMP AREA. - PER FOOT SHALL BE REPORTED TO THE FIELD ENGINEER. - Co •L Q
<br />0
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<br />II & BALL FLOAT VALVE
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<br />2 -- J -BOX
<br />T')
<br />TO TURSINE
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<br />3/4" CONDUIT
<br />1(SEE NOTE #13) 1+
<br />3" PVC PIPE OPEN
<br />AT BOTTOM
<br />'SUMP MONITORING
<br />18 IOL D PROB
<br />SEE NOTE 7)
<br />4" x 12" L
<br />BLACK. STEEL
<br />RISER W/PIPE CAP
<br />2" MAX.
<br />12"x12"x1/4" STEEL
<br />STRIKER PLATE-TYP. ALL
<br />OPENINGS ON
<br />FIBERGLASS TANK
<br />7
<br />•.:• �' 3 PEA-�N�WTH
<br />wR^.. GRAVEL MIN. 1 I E INI -
<br />SEE NOTE #1 (TYP,) 23
<br />J=BOX
<br />SEAL OFF (TYP.)
<br />4" �K TEEL
<br />RISER (TYP� —,
<br />(SEE NObOOTE #14)
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<br />n n n
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<br />�3 11 12 1
<br />450
<br />ri# 3" PEAGRAVEL MI,N,n:�.• • • •• • 3" PEAGRAVEL MIN.
<br />.yRpa ,Y r.'�. •�•,r. 3 4" CONDUIT
<br />2 SIPHON PIPING • 10 11 3" PVC OPIPE PEN
<br />SEE NOTLOW E #2 -AT. BOTTOM
<br />lf�_' -}- -\y` ADAPTER X M-
<br />l� 14 �� 16 17 18 ]I
<br />IJ ISI
<br />TRAPPER SCREEN (TYP.) SEE NOTE #6-� TANK SHALL BE SET DEAD LEVEL
<br />OR SLOPED 1" MAX. TO ANNULAR SPACE PR08E
<br />TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER'
<br />THIS DESIGN ARRANGEMENT IS TYPICAL FOR DOUBLE WALL FIBERGLASS
<br />TANKS, SEE SITE PIPING PLAN AND MATERIALS LIST ON DRAWING
<br />TK4-3FOR ACTUAL MANUFACTURER CHOSEN FOR THIS PROJECT
<br />A Underground Tank Section
<br />NOT TO SCALE:
<br />SEE NOTE #3 -
<br />SEE NOTE
<br />5-1/2"13 t„iF
<br />1
<br />�14(SEEE N,IU OTEStl77)
<br />RISER [`IKYP.) EEL
<br />12"I MAX.
<br />BACK FILL 13 ;•
<br />PEA GRAVEL/ \\ "• "'
<br />CRUSH D ROCK
<br />MANF. SPECS. (TYP.) \\•> "'!•'
<br />�EXTRACTOR
<br />BALL OFLOAT VALVE \\\1
<br />11
<br />III ,
<br />A /
<br />END OF TANK--- pp pp
<br />EXCAVAI
<br />NO. ARCO PRODUCTS COMPANY MASTER W
<br />NO. DATE REVISIONS
<br />Y
<br />C M
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<br />1821' 72ND AVENUESOUTH
<br />KE WASHINGTON 98803232
<br />i08) 251-6222
<br />BCE# ----
<br />ma Or re"ft date
<br />10/1/97
<br />prc* ex* drawn by
<br />— 04/27/99 0 0.
<br />lwc / rawly
<br />0430
<br />al it -f -f a -- -
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<br />\\ TQETECTORK 19
<br />\\(LIQUID
<br />PROBE
<br />\ �\ SEE NTE #7
<br />III
<br />Il
<br />2" BLACK
<br />STEEL
<br />I
<br />I
<br />3" PEAGRAVEL
<br />{.•:. MIN. .•ka•,ti
<br />3/4" CONDUIT
<br />1(SEE NOTE #13) 1+
<br />3" PVC PIPE OPEN
<br />AT BOTTOM
<br />'SUMP MONITORING
<br />18 IOL D PROB
<br />SEE NOTE 7)
<br />4" x 12" L
<br />BLACK. STEEL
<br />RISER W/PIPE CAP
<br />2" MAX.
<br />12"x12"x1/4" STEEL
<br />STRIKER PLATE-TYP. ALL
<br />OPENINGS ON
<br />FIBERGLASS TANK
<br />7
<br />•.:• �' 3 PEA-�N�WTH
<br />wR^.. GRAVEL MIN. 1 I E INI -
<br />SEE NOTE #1 (TYP,) 23
<br />J=BOX
<br />SEAL OFF (TYP.)
<br />4" �K TEEL
<br />RISER (TYP� —,
<br />(SEE NObOOTE #14)
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<br />ri# 3" PEAGRAVEL MI,N,n:�.• • • •• • 3" PEAGRAVEL MIN.
<br />.yRpa ,Y r.'�. •�•,r. 3 4" CONDUIT
<br />2 SIPHON PIPING • 10 11 3" PVC OPIPE PEN
<br />SEE NOTLOW E #2 -AT. BOTTOM
<br />lf�_' -}- -\y` ADAPTER X M-
<br />l� 14 �� 16 17 18 ]I
<br />IJ ISI
<br />TRAPPER SCREEN (TYP.) SEE NOTE #6-� TANK SHALL BE SET DEAD LEVEL
<br />OR SLOPED 1" MAX. TO ANNULAR SPACE PR08E
<br />TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER'
<br />THIS DESIGN ARRANGEMENT IS TYPICAL FOR DOUBLE WALL FIBERGLASS
<br />TANKS, SEE SITE PIPING PLAN AND MATERIALS LIST ON DRAWING
<br />TK4-3FOR ACTUAL MANUFACTURER CHOSEN FOR THIS PROJECT
<br />A Underground Tank Section
<br />NOT TO SCALE:
<br />SEE NOTE #3 -
<br />SEE NOTE
<br />5-1/2"13 t„iF
<br />1
<br />�14(SEEE N,IU OTEStl77)
<br />RISER [`IKYP.) EEL
<br />12"I MAX.
<br />BACK FILL 13 ;•
<br />PEA GRAVEL/ \\ "• "'
<br />CRUSH D ROCK
<br />MANF. SPECS. (TYP.) \\•> "'!•'
<br />�EXTRACTOR
<br />BALL OFLOAT VALVE \\\1
<br />11
<br />III ,
<br />A /
<br />END OF TANK--- pp pp
<br />EXCAVAI
<br />NO. ARCO PRODUCTS COMPANY MASTER W
<br />NO. DATE REVISIONS
<br />Y
<br />C M
<br />0 Cd
<br />E •-
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<br />1821' 72ND AVENUESOUTH
<br />KE WASHINGTON 98803232
<br />i08) 251-6222
<br />BCE# ----
<br />ma Or re"ft date
<br />10/1/97
<br />prc* ex* drawn by
<br />— 04/27/99 0 0.
<br />lwc / rawly
<br />0430
<br />al it -f -f a -- -
<br />TK2-1A
<br />Of
<br />AR923/92321A.DWG
<br />1\\\ SIPHON PIPE
<br />(TYP.)
<br />ANNULAR SPACE
<br />\\ TQETECTORK 19
<br />\\(LIQUID
<br />PROBE
<br />3" PEAGRAVEL
<br />{.•:. MIN. .•ka•,ti
<br />3/4" CONDUIT
<br />1(SEE NOTE #13) 1+
<br />3" PVC PIPE OPEN
<br />AT BOTTOM
<br />'SUMP MONITORING
<br />18 IOL D PROB
<br />SEE NOTE 7)
<br />4" x 12" L
<br />BLACK. STEEL
<br />RISER W/PIPE CAP
<br />2" MAX.
<br />12"x12"x1/4" STEEL
<br />STRIKER PLATE-TYP. ALL
<br />OPENINGS ON
<br />FIBERGLASS TANK
<br />7
<br />•.:• �' 3 PEA-�N�WTH
<br />wR^.. GRAVEL MIN. 1 I E INI -
<br />SEE NOTE #1 (TYP,) 23
<br />J=BOX
<br />SEAL OFF (TYP.)
<br />4" �K TEEL
<br />RISER (TYP� —,
<br />(SEE NObOOTE #14)
<br />oPfflq7G�3 (EE jGj P.)
<br />n n n
<br />MITI
<br />�3 11 12 1
<br />450
<br />ri# 3" PEAGRAVEL MI,N,n:�.• • • •• • 3" PEAGRAVEL MIN.
<br />.yRpa ,Y r.'�. •�•,r. 3 4" CONDUIT
<br />2 SIPHON PIPING • 10 11 3" PVC OPIPE PEN
<br />SEE NOTLOW E #2 -AT. BOTTOM
<br />lf�_' -}- -\y` ADAPTER X M-
<br />l� 14 �� 16 17 18 ]I
<br />IJ ISI
<br />TRAPPER SCREEN (TYP.) SEE NOTE #6-� TANK SHALL BE SET DEAD LEVEL
<br />OR SLOPED 1" MAX. TO ANNULAR SPACE PR08E
<br />TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER'
<br />THIS DESIGN ARRANGEMENT IS TYPICAL FOR DOUBLE WALL FIBERGLASS
<br />TANKS, SEE SITE PIPING PLAN AND MATERIALS LIST ON DRAWING
<br />TK4-3FOR ACTUAL MANUFACTURER CHOSEN FOR THIS PROJECT
<br />A Underground Tank Section
<br />NOT TO SCALE:
<br />SEE NOTE #3 -
<br />SEE NOTE
<br />5-1/2"13 t„iF
<br />1
<br />�14(SEEE N,IU OTEStl77)
<br />RISER [`IKYP.) EEL
<br />12"I MAX.
<br />BACK FILL 13 ;•
<br />PEA GRAVEL/ \\ "• "'
<br />CRUSH D ROCK
<br />MANF. SPECS. (TYP.) \\•> "'!•'
<br />�EXTRACTOR
<br />BALL OFLOAT VALVE \\\1
<br />11
<br />III ,
<br />A /
<br />END OF TANK--- pp pp
<br />EXCAVAI
<br />NO. ARCO PRODUCTS COMPANY MASTER W
<br />NO. DATE REVISIONS
<br />Y
<br />C M
<br />0 Cd
<br />E •-
<br />U
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<br /><T/NO ENQ1N�w
<br />1821' 72ND AVENUESOUTH
<br />KE WASHINGTON 98803232
<br />i08) 251-6222
<br />BCE# ----
<br />ma Or re"ft date
<br />10/1/97
<br />prc* ex* drawn by
<br />— 04/27/99 0 0.
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<br />0430
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<br />AR923/92321A.DWG
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<br />F:\SDSKPR01\1600\1/ECK Ck\7MKS\2022\2U2-218 10/10/97 1:62 Pm OLS
<br />3" PEAGRAVEL
<br />{.•:. MIN. .•ka•,ti
<br />3/4" CONDUIT
<br />1(SEE NOTE #13) 1+
<br />3" PVC PIPE OPEN
<br />AT BOTTOM
<br />'SUMP MONITORING
<br />18 IOL D PROB
<br />SEE NOTE 7)
<br />4" x 12" L
<br />BLACK. STEEL
<br />RISER W/PIPE CAP
<br />2" MAX.
<br />12"x12"x1/4" STEEL
<br />STRIKER PLATE-TYP. ALL
<br />OPENINGS ON
<br />FIBERGLASS TANK
<br />7
<br />•.:• �' 3 PEA-�N�WTH
<br />wR^.. GRAVEL MIN. 1 I E INI -
<br />SEE NOTE #1 (TYP,) 23
<br />J=BOX
<br />SEAL OFF (TYP.)
<br />4" �K TEEL
<br />RISER (TYP� —,
<br />(SEE NObOOTE #14)
<br />oPfflq7G�3 (EE jGj P.)
<br />n n n
<br />MITI
<br />�3 11 12 1
<br />450
<br />ri# 3" PEAGRAVEL MI,N,n:�.• • • •• • 3" PEAGRAVEL MIN.
<br />.yRpa ,Y r.'�. •�•,r. 3 4" CONDUIT
<br />2 SIPHON PIPING • 10 11 3" PVC OPIPE PEN
<br />SEE NOTLOW E #2 -AT. BOTTOM
<br />lf�_' -}- -\y` ADAPTER X M-
<br />l� 14 �� 16 17 18 ]I
<br />IJ ISI
<br />TRAPPER SCREEN (TYP.) SEE NOTE #6-� TANK SHALL BE SET DEAD LEVEL
<br />OR SLOPED 1" MAX. TO ANNULAR SPACE PR08E
<br />TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER'
<br />THIS DESIGN ARRANGEMENT IS TYPICAL FOR DOUBLE WALL FIBERGLASS
<br />TANKS, SEE SITE PIPING PLAN AND MATERIALS LIST ON DRAWING
<br />TK4-3FOR ACTUAL MANUFACTURER CHOSEN FOR THIS PROJECT
<br />A Underground Tank Section
<br />NOT TO SCALE:
<br />SEE NOTE #3 -
<br />SEE NOTE
<br />5-1/2"13 t„iF
<br />1
<br />�14(SEEE N,IU OTEStl77)
<br />RISER [`IKYP.) EEL
<br />12"I MAX.
<br />BACK FILL 13 ;•
<br />PEA GRAVEL/ \\ "• "'
<br />CRUSH D ROCK
<br />MANF. SPECS. (TYP.) \\•> "'!•'
<br />�EXTRACTOR
<br />BALL OFLOAT VALVE \\\1
<br />11
<br />III ,
<br />A /
<br />END OF TANK--- pp pp
<br />EXCAVAI
<br />NO. ARCO PRODUCTS COMPANY MASTER W
<br />NO. DATE REVISIONS
<br />Y
<br />C M
<br />0 Cd
<br />E •-
<br />U
<br />co �c
<br />cd .s :3o
<br />(/�� L o" F-
<br />0. 0
<br />�_
<br />�+ m c
<br />Cc OG
<br />1
<br />1.1,E C V
<br />cd
<br />Dip �
<br />C .►. o '
<br />Cd m n-- 0
<br />0 17L
<br />x `70 8 Cd
<br />I— n_j N3o
<br />P�pHA���
<br />2
<br />8mG Q�
<br /><T/NO ENQ1N�w
<br />1821' 72ND AVENUESOUTH
<br />KE WASHINGTON 98803232
<br />i08) 251-6222
<br />BCE# ----
<br />ma Or re"ft date
<br />10/1/97
<br />prc* ex* drawn by
<br />— 04/27/99 0 0.
<br />lwc / rawly
<br />0430
<br />al it -f -f a -- -
<br />TK2-1A
<br />Of
<br />AR923/92321A.DWG
<br />450
<br />ri# 3" PEAGRAVEL MI,N,n:�.• • • •• • 3" PEAGRAVEL MIN.
<br />.yRpa ,Y r.'�. •�•,r. 3 4" CONDUIT
<br />2 SIPHON PIPING • 10 11 3" PVC OPIPE PEN
<br />SEE NOTLOW E #2 -AT. BOTTOM
<br />lf�_' -}- -\y` ADAPTER X M-
<br />l� 14 �� 16 17 18 ]I
<br />IJ ISI
<br />TRAPPER SCREEN (TYP.) SEE NOTE #6-� TANK SHALL BE SET DEAD LEVEL
<br />OR SLOPED 1" MAX. TO ANNULAR SPACE PR08E
<br />TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER'
<br />THIS DESIGN ARRANGEMENT IS TYPICAL FOR DOUBLE WALL FIBERGLASS
<br />TANKS, SEE SITE PIPING PLAN AND MATERIALS LIST ON DRAWING
<br />TK4-3FOR ACTUAL MANUFACTURER CHOSEN FOR THIS PROJECT
<br />A Underground Tank Section
<br />NOT TO SCALE:
<br />SEE NOTE #3 -
<br />SEE NOTE
<br />5-1/2"13 t„iF
<br />1
<br />�14(SEEE N,IU OTEStl77)
<br />RISER [`IKYP.) EEL
<br />12"I MAX.
<br />BACK FILL 13 ;•
<br />PEA GRAVEL/ \\ "• "'
<br />CRUSH D ROCK
<br />MANF. SPECS. (TYP.) \\•> "'!•'
<br />�EXTRACTOR
<br />BALL OFLOAT VALVE \\\1
<br />11
<br />III ,
<br />A /
<br />END OF TANK--- pp pp
<br />EXCAVAI
<br />NO. ARCO PRODUCTS COMPANY MASTER W
<br />NO. DATE REVISIONS
<br />Y
<br />C M
<br />0 Cd
<br />E •-
<br />U
<br />co �c
<br />cd .s :3o
<br />(/�� L o" F-
<br />0. 0
<br />�_
<br />�+ m c
<br />Cc OG
<br />1
<br />1.1,E C V
<br />cd
<br />Dip �
<br />C .►. o '
<br />Cd m n-- 0
<br />0 17L
<br />x `70 8 Cd
<br />I— n_j N3o
<br />P�pHA���
<br />2
<br />8mG Q�
<br /><T/NO ENQ1N�w
<br />1821' 72ND AVENUESOUTH
<br />KE WASHINGTON 98803232
<br />i08) 251-6222
<br />BCE# ----
<br />ma Or re"ft date
<br />10/1/97
<br />prc* ex* drawn by
<br />— 04/27/99 0 0.
<br />lwc / rawly
<br />0430
<br />al it -f -f a -- -
<br />TK2-1A
<br />Of
<br />AR923/92321A.DWG
<br />
|