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/43"ID COLLARS T. — — g — — 9 �� OFFSET CONSTRUCTION CIRCUMFERENTIAL SEAMS ) ) A-1 PLAN VIEW L� � D I DOUBLE BUTT CONSTRUCTION A B E F J A LOGITUDIAL SEAMS C G Q, p GLASSTEELM STEEL 36 " g' �' I g' g' 36 „ SECONDARY FIBERGLASS TANK COMPOSITE I I I I i ANNULAR_ / \ I SPACE /MODERN WELDING COMPANY PRIMARY TANK / OF CALIFORNIA HOEDOWN \ STRAP NI R ORUTTNL16 LOCATIONSIONS ENVIRONMENTAL OCIODETAILS INTERIOR: CLEAN OF DEBRIS, UNPAINTED I modern i EXTERIOR: F.R.P. COMPOSITE � � I T E S T I N G \ DOUBLE / I I THIS TANK ARRIVES AT THE JOBSITE UNDER VACUUM AND DOES NOT REQUIRE FURTHER INTEGRITY TESTS. WALL / I I IF JOBSITE PRESSURE TEST REQUIRED, AIR TEST AT \ STRIKER IKER PLATE NOT MORE THAN 5 P.S.I. PRIMARY, (INNER) TANK TO GLASTEEL i I fTYPICAL UNDER BE TESTED ALONE. SECONDARY TANK TO BE TESTED — — — L ALL OPENINGS I WITH PRESSURE IN PRIMARY TANK. AT NO TIME SHALL — — — — — — — — — — — — — — — — — — — — — — THE PRESSURE IN SECONDARY TANK EXCEED THE PRESSURE IN THE PRIMARY TANK. HOLIDAY TEST F.R.P. COMPOSITE AT 35,000 VOLTS AT FACTORY. END VIEW SIDE VIEW FIBERGLASS-COATED DOUBLE WALL STEEL UNDERGROUND STORAGE TANK SYSTEM INSTALLATION FIBERGLASS COATED DOUBLE WALL STEEL TANKS. "MODERN WELDING—ENVIRO 16" SHOWN—ALTERNATE EQUAL MANUFACTURERS TO BE FABRICATED TYPICAL & APPROVED BY SBC ENVRONMENTAL MANAGEMENT. SEE SITE SPECIFIC PLAN FOR CAPACITY AND QUANTITY OF TANKS. 0 UNDERGROUND FUEL STORAGE TANK �� n>E doe ,HJe� UNLESS OTHERWISE SPECIFIED, TANKS SHALL BE INSTALLED FOUR (4) FEET BELOW FINISHED YARD GRADE TANKS SHALL BE SET ON A FIRM BASE OF 12" THICK CLEAN, WASHED, COMPACTED SAND AND w SURROUNDED ON ALL SIDES BY A MINIMUM THICKNESS OF 12" OF CLEAN, WASHED SAND. WET AND ROD o- SAND UNTIL IT IS THOROUGHLY COMPACTED. AFTER PIPING HAS BEEN INSTALLED, INSPECTED AND TESTED, \ / COMPLETE THE BACKFILLING WITH SAND. BACKFILL WILL BE PLACED IN SIX (6) INCH LAYERS. EACH LAYER I. SHALL BE PUDDLED AND TAMPED TO PREVENT FUTURE SETTLEMENT. THE NEED FOR PROPER BACKFILL AND COMPACTION IS COMPOUNDED WITH A DOUBLE WALL TANK AND ALL CONCERNED ARE FOREWARNED OF THIS S REQUIREMENT. ALL COMPACTION TO BE 907. REVISIONS / AUTHORIZATIONS 8 "i AFTER TANKS ARE DELIVERED TO SITE, TANK MANUFACTURER OR SUPPLIER IS RESPONSIBLE FORNo. RLNsioNs / AuwoRlunoNs DATE BY PERFORMING THE 35,000 VOLT HOLIDAY TEST AND REPAIR ANY HOLIDAYS DISCOVERED. THESE TESTS 13TANK SHALL MEET THE REQUIRMENTS OF NFPA 30 & 31. +roro, MED MUST BE WITNESSED BY ENVIRONMENTAL MANAGEMENT AND LOCAL REGULATORY AGENCIES. TANK SHALL MEET THE REQUIRMENTS OF UFC. ISSUED FOR BIO 13TANK SHALL MEET THE REQUIREMENTS OF SCAQMD ISSUED FOR CONSTRUC'nON 3/7n2 MED NO PRESSURE TEST IS REQUIRED BY THE CONTRACTOR IF THE TANK IS DELIVERED TO THE JOB SITE WITH METHANOL COMPATIBILITY RULE 1170. rL VACUUM TEST, APPLIED BY THE TANK MANUFACTURER, IN PROGRESS. O TANK SHALL BE BUILT TO THE SPECIFICATIONS OF ACT 100, STEEL TANK INSTITUTE SPECIFICATION FOR THE _ FABRICATION OF FRP/CLAD UNDERGROUND TANKS. PROPRIETARY SBC INFORMATION REQUIRED INTEGRITY TANK (NON-VOLUMETRIC) VACUUM METHOD TO BE PERFORMED BY NOT FOR GENERAL USE OR DISCLOSURE OUTSIDE OF SBC TANKNOLOGY CORPORATION. TANK TEST RESULTS TO BE SENT TO SBC ENVIRONMENTAL 13TANK SHALL BEAR THE U.L. 1746 LISTING MARK FOR ENVIRONMENTAL MANAGEMENT UNDER EXEMPTIONS SET FORTH IN MANAGEMENT. SECONDARY CONTAINMENT COMPOSITE UNDERGROUND TANK THE CALIFORNIA PUBLIC RECORDS ACT. THIS INFORMATION MAY FOR FLAMMABLE LIQUID STORAGE AND THE ACT 100 LABEL ONLY BE USED BY AUTHORIZED PERSONNEL OF THE LOCAL FOR CORROSION PROTECTION OF UNDERGROUND STORAGE P�RERiSMAND AUTHORIZATIOONSNFOROBUILIDINGS PCONSTRUCTIION, TANKS. AND OR ZONING CHANGES. DRAWINGS PREPARED FOR y J 1 4" FNPT MONITOR (f��ENM"MENTAL MANAGEMENT SIZE DIAMETER LENGTH WEIGHT STRAPS H 1 4" FNPT MONITOR / PACIFIC REGION J 1 ,500 65" 9'-6" PROECT TME 4,400# 2 G 1 4" FNPT MONITOR PACIFIC BELL FACILITY 2,000 65" 12'-6" 5,200# 2 F 1 4" FNPT MONITOR 3,000 65" 18'-6" 6,100# 2 E 1 4" FNPT MONITOR 10 EAST 12TH STREET 9 4,000 85" 14'-6" 7,300# 2 D 1 4" FNPT MONITOR TRACY, CALIFORNIA 9 5,000 97" 14'-1" 10,000# 2 " FNPT MONITOR g I 6,000 97" 16'-6" 11,675# 2 C 1 4TRACCA11 UE058 $� 8,000 97" 22'-0" 14,050# 2 B 1 4" FNPT MONITOR sHEErrnTE: 10,000 97" 27'-6" 16,550# 3 A 1 2 1/2' FNPT MONITOR EMERGENCY GENERATOR SUCTION SYSTEM 12,000 97" 32'-6" 19,175# 4 MARK REQ'D SIZE TYPE RATING REMARKS TANK ORIENTATION/FITTING LAYOUT 15,000 115" 29'-0" 25,500# 5 1 1 1 1 1 1ESTIMATE/ ROUTINE ORDER: DATE. 03/07/02 1 SCAM. AS NOTED 20,000 115" 38'-6" 31,750# 6 SCHEDULE OF OPENINGS UP 354E DRAWN Br: SK I CHECKED B. MED 4 NOTE: OTHER TANK DIAMETERS ARE AVAILABLE. j� ARCfffW • KiGQiMBG • RMONI�i'fAL MMCEg SBC AUTHORIZATION: SHEET: g OF: a SHEETS SHEET NO. gg CONTACT MODERN WELDING AT (559) 275-9353I�fa I�ZL 1137 N. MCDOWELL BLVD. PETALUMA, CA 94954 (707) 765-IB60 SBC DRAWING NO.: Omm LIC JOHN W. JOHNSON, ARCHITECT JAMES H. RAY, CIVIL ENGINEER _ TR AC 1 1 -01 - 01111 F6