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/43 ID COLLARS T.
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<br /> 9 9 OFFSET CONSTRUCTION
<br /> CIRCUMFERENTIAL SEAMS
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<br /> PLAN VIEW
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<br /> DOUBLE BUTT CONSTRUCTION
<br /> A B E F J A LOGITUDIAL SEAMS
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<br /> STEEL
<br /> GLASSTEEL'M SECONDARY
<br /> 36 �� � �� �� 36 FIBERGLASS
<br /> _ I - _ _ _ � COMPOSITE TANK
<br /> — — — — — — — — — — — — — — — — — — — —
<br /> ANNULAR
<br /> \ I SPACE
<br /> MODERN WELDING
<br /> COMPANY � \
<br /> PRIMARY TANK
<br /> OF/ NIA
<br /> STRAPWN ENVIRONMENTAL TANK 16
<br /> / LOCATIONS CONSTRUCTION DETAILS
<br /> INTERIOR: CLEAN OF DEBRIS, UNPAINTED
<br /> modern I I EXTERIOR: F.R.P. COMPOSITE
<br /> T E S T I N G
<br /> \ DOUBLE THIS TANK ARRIVES AT THE JOBSITE UNDER VACUUM
<br /> WALL AND DOES NOT REQUIRE FURTHER INTEGRITY TESTS.
<br /> IF JOBSITE PRESSURE TEST REQUIRED, AIR TEST AT
<br /> Th1 STRIKER PLATE NOT MORE THAN 5 P.S.I. PRIMARY, (INNER) TANK TO
<br /> GLASTEEL I �/ TYPICAL UNDER BE TESTED ALONE. SECONDARY TANK TO BE TESTED
<br /> / ALL OPENINGS WITH PRESSURE IN PRIMARY TANK. AT NO TIME SHALL
<br /> \ – — — — __ — — — — — — — — — — — — — — — — — — — — THE PRESSURE IN SECONDARY TANK EXCEED THE
<br /> PRESSURE IN THE PRIMARY TANK. HOLIDAY TEST
<br /> F.R.P. COMPOSITE AT 35,000 VOLTS AT FACTORY.
<br /> END VIEW SIDE VIEW
<br /> FIBERGLASS-COATED DOUBLE WALL STEEL UNDERGROUND STORAGE TANK SYSTEM INSTALLATION
<br /> FIBERGLASS COATED DOUBLE WALL STEEL TANKS. "MODERN WELDING–ENVIRO 16"
<br /> SHOWN–ALTERNATE EQUAL MANUFACTURERS TO BE FABRICATED TYPICAL & APPROVED BY
<br /> SBC ENVIRONMENTAL MANAGEMENT. SEE SITE SPECIFIC PLAN FOR CAPACITY AND
<br /> QUANTITY OF TANKS.
<br /> D AHq,,T�, _
<br /> UNDERGROUND FUEL STORAGE TANK mac ; YS
<br /> UNLESS OTHERWISE SPECIFIED, TANKS SHALL BE INSTALLED FOUR (4) FEET BELOW FINISHED YARD GRADE. '` v`•.
<br /> y TANKS SHALL BE SET ON A FIRM BASE OF 12" THICK CLEAN, WASHED, COMPACTED SAND AND #C 1 291
<br /> SURROUNDED ON ALL SIDES BY A MINIMUM THICKNESS OF 12" OF CLEAN, WASHED SAND. WET AND ROD SEP 7 2001
<br /> SAND UNTIL IT IS THOROUGHLY COMPACTED. AFTER PIPING HAS BEEN INSTALLED, INSPECTED AND TESTED, sr • .,e^1o,q : a�Q
<br /> E COMPLETE THE BACKFILLING WITH SAND. BACKFILL WILL BE PLACED IN SIX (6) INCH LAYERS. EACH LAYER FOFggLCc�Q",,
<br /> w SHALL BE PUDDLED AND TAMPED TO PREVENT FUTURE SETTLEMENT. THE NEED FOR PROPER BACKFILL AND l
<br /> a COMPACTION IS COMPOUNDED WITH A DOUBLE WALL TANK AND ALL CONCERNED ARE FOREWARNED OF THIS
<br /> REQUIREMENT. ALL COMPACTION TO BE 90%. REVISIONS AUTHORIZATIONS
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<br /> AFTER TANKS ARE DELIVERED TO SITE, TANK MANUFACTURER OR SUPPLIER IS RESPONSIBLE FOR oTANK SHALL MEET THE REQUIRMENTS OF NFPA 30 & 31. o. B SOBS / reoei DHs Dare
<br /> 6 PERFORMING THE 35,000 VOLT HOLIDAY TEST AND REPAIR ANY HOLIDAYS DISCOVERED, THESE TESTS SUBMITTED FOR PERMIT 7/n/oi MED
<br /> MUST BE WITNESSED BY ENVIRONMENTAL MANAGEMENT AND LOCAL REGULATORY AGENCIES. 13TANK SHALL MEET THE REQUIRMENTS OF UFC.
<br /> E13TANK SHALL MEET THE REQUIREMENTS OF SCAQMD 1 CHANCE UNDERGROUND PIPING SPECIFIGAIGN 8/29/01 MED
<br /> NO PRESSURE TEST IS REQUIRED BY THE CONTRACTOR IF THE TANK IS DELIVERED TO THE JOB SITE WITH METHANOL COMPATIBILITY RULE 1170.
<br /> a VACUUM TEST, APPLIED BY THE TANK MANUFACTURER, IN PROGRESS. ED TANK SMALL BE BUILT TO THE SPECIFICATIONS OF7ACT 100, STEEL TANK INSTITUTE SPECIFICATION F
<br /> o; REQUIRED INTEGRITY TANK (NON–VOLUMETRIC) VACUUM METHOD TO BE PERFORMED BY
<br /> FABRICATION OF FRP/CLAD UNDERGROUND TANKSOR THE PROPRIETARY SBC INFORMATION
<br /> F TANKNOLOGY CORPORATION. TANK TEST RESULTS TO BE SENT TO SBC ENVIRONMENTALNOT FOR GENERAL USE OR DISCLOSURE OUTSIDE OF SBC
<br /> MANAGEMENT. O TANK SIHALL BEAR THE U.L. 1746 LISTING MARK FOR ENVIRONMENTAL MANAGEMENT UNDER EXEMPTIONS SET FORTH IN
<br /> SECONDARY CONTAINMENT COMPOSITE UNDERGROUND TANK THE CALIFORNIA PUBLIC RECORDS ACT. THIS INFORMATION MAY
<br /> " FOR FLAMMABLE LIQUID STORAGE AND THE ACT 100 LABEL ONLY BE USED BY AUTHORIZED PERSONNEL OF THE LOCAL
<br /> GOVERNMENT AGENCY IN CONNECTION WITH APPLICATION FOR
<br /> FOR CORROSION PROTECTION OF UNDERGROUND STORAGE PER ITS AND AUTHORIZATIONS FOR BUILDINGS, CONSTRUCTION,
<br /> E TANKS. AND OR ZONING CHANGES.
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<br /> DRAWINGS PREPARED FOR
<br /> ( ENVIRONMENTAL MANAGEMENT
<br /> N J 14" FNPT MONITOR
<br /> SIZE DIAMETER LENGTH WEIGHT STRAPS H 4" FNPT MONITOR PACIFIC REGION
<br /> E E 1,500 65" 9'-6" 4,400# 2 G 1 4" FNPT MONITOR EavoJEcrTn1E:
<br /> 2,000 65" 12'-6' 5,200# 2 F 1 4" FNPT MONITOR PACIFIC BELL FACILITY
<br /> a,x 3,000 65" 18'-6" 6,100# 2 E 1 4•' FNPT MONITOR 124 W. ELM STREET
<br /> oa 4,000 85" 14'-6" 7,300# 2 D 1 1 1 4" FNPT MONITOR
<br /> 5,000 97" 14'-1" 10,000# 2 LODI, CALIFORNIA
<br /> N p
<br /> 6,000 97" 16'-6" 11,675# 2 C 1 4" FNPT MONITOR LODICA01 UE020
<br /> &0 8,000 97" 22'-0" 14,050# 2 B 1 4" FNPT MONITOR SHEET TIRE
<br /> a 10,000 97" 27'-6" 16,550# 3 A 1 2 1/2' FNPT MONITOR STAND—BY GENERATOR SUCTION SYSTEM
<br /> Fz 12,000 97" 32'-6" 19,175# 4 MARK REQ'D SIZE TYPE RATING REMARKS TANK ORIENTATION/FITTING LAYOUT
<br /> M
<br /> 15,000 115" 29'-0" 25,500# 5 ESTIMATE/ ROUTINE ORDER: DATE 5/25/01 SCk AS NOTED
<br /> & a 20,000 115" 38'-6" 31,750# 6 SCHEDULE OF OPENINGS DRAWN BY: SBW CHECKED BY. MED
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<br /> a 9 NOTE: OTHER TANK DIAMETERS ARE AVAILABLE, ��jj SBC AUTHORIZATION: SHEET: 6 OR 6 SHEETS SHEET NO.
<br /> CONTACT MODERN WELDING AT (559) 275-9353 MRIHi 1131 N. � BLVD. CA 949 o) T� SBC DRAWING NO.:
<br /> �1110* ON" LEC JOHN W. JOHNSON, ARCHITECT JAMES H. RAY, CIML ENGINEER — P6
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