|
_ TANK HOLD DOWN CALCULATION VICINITY MAP SCALE: NONE GENERAL CONDITIONS
<br /> N T : CONTACTS SHEET INDEX
<br /> WHERE TWO SUMPS OCCUR, ASSUME WATER LINE 1. COORDINATECOORDINATION DO NOT DELEGATE THE RESPONSIBILITY FOR COORDINATION TO AIR POLLUTION CONTROL DISTRICT
<br /> THAT THIS VOID IS OVERCOME BY WEIGHT
<br /> OF TANK TOP EQUIPMENT. ANY SUBCONTRACTOR, FABRICATOR OR SUPPLIER. F1 COVER SHEET AND NOTES
<br /> r =Y 2. RESOLVE DIFFERENCES OR DISPUTES CONCERNING COORDINATION, INTERFERENCE, OR ON NOTES
<br /> -- - - ---- gym F2 TANK REMOVAL/INSTALLATION
<br /> CONCRETE SLAB �- �- 5 ID EXTENT OF WORK. F4 MISCELLANEOUS DETAILS
<br /> I w d 4J 1I L' s17bn
<br /> SUMP ' �` '. II�PILr�IIr' F5 MISCELLANEOUS DETAILS
<br /> A :z w 3. USE LARGE-SCALE LAYOUT DRAWINGS OF OTHER AFFECTED WORK, TO CHECK, F6 TANK ORIENTATION/LIFTING LAYOUT
<br /> �p � l ~ COORDINATE, AND INTEGRATE THE WORK TO PREVENT INTERFERENCES.
<br /> \ 1 1 . y. F7 TYPICAL TLS-350 INSTALLATION
<br /> a
<br /> F � fi _1 I . F8 PROJECT CLOSE-OUT CHECK SHEET
<br /> _e. 4. COORDINATE WORK PERFORMED BY SBC AND OTHERS AS IT INVOLVES THE EXECUTION
<br /> 5 H + p '�S Fflllt9 tiIG, a irn
<br /> / n r ' �� Itr ea ► .: gi
<br /> g OF THIS WORK.
<br /> PERMIT #
<br /> ID-aIlfornis Tv F V ° ' ? - 5. COORDINATE DELIVERY AND STORAGE OF SBC FURNISHED EQUIPMENT AND FUEL FOR
<br /> f .. _M . t,_ TESTING. BUILDING DEPARTMENT
<br /> rk R , - CUTTING AND PATCHING
<br /> 1. PATCHING SHALL SUCCESSFULLY DUPLICATE UNDISTURBED ADJACENT FINISHES, COLORS,
<br /> TEXTURES AND PROFILES.
<br /> LFT. i ' _4, R finer "`" 2. COMPLY WITH LOCAL ORDINANCES AND THE REQUIREMENTS OF CCR TITLE 8, INDUSTRIAL
<br /> X FT. - .ri.ISY1 rL �►'fkl 3
<br /> SAFETY ORDERS AND CAL OSHA REGULATIONS. DO NOT CUT OR ALTER STRUCTURAL
<br /> 12 X 12 CONC. CAL/
<br /> SECTION A-A " " I I
<br /> MEMBERS WITHOUT PRIOR WRITTEN APPROVAL OF SBC.
<br /> PLAN DEADMAN, MINIMUM r
<br /> 3• PERFORM CUT
<br /> YLI
<br /> 1. ASSUMPTIONSTING ASSOCIATED STRUCTURAL REINFORCING AND PATCHING IN A MANNER
<br /> CNDRICAL SHELL/LIN. FT.
<br /> TO PREVENT DAMAGE TO OTHER WORK AND TO PROVIDE PROPER SURFACES FOR THE PERMIT
<br /> (TO BE USED WHEN DEPTH OF WATER TABLE IS UNKNOWN OR FLUCTUATES. IF "D"/"d" FACTOR "A" � S On TO #
<br /> WATER TABLE DEPTH IS KNOWN RECALCULATE AS REQUIRED.) O.D. ° INSTALLATION OF MATERIALS. EQUIPMENT AND REPAIRS. PERFORM DEMOLITION WORK IN
<br /> OF WT. of a SUCH MANNER AS TO PREVENT DAMAGE TO EXISTING FACILITIES TO REMAIN OR TO BE ENVIRONMENTAL HEALTH DEPARTMENT
<br /> VESSEL WATER SALVAGED AND TO PREVENT INJURY TO PUBLIC AND WORKERS ENGAGED ON SITE
<br /> I. VERTICAL SOIL RUPTURE SURFACE IIF ORE THAN ONE SIZE TANK OR 5 � Ing �� '
<br /> 2. NEGLECT FRICTION FORCE ALONG RUPTURE SURFACE. TYPE OF TANK IS USED ATTACH in. Ib. UNDER THIS OR OTHER CONTRACTS. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO
<br /> 3. WATER TABLE AT UNDERSIDE OF SLAB. ADDITIONAL CALCULATION SHEETS. 1.00 49 Grestw d.a r ACCUMULATE ON SITE. HAZARDOUS WORK SHALL NOT BE LEFT STANDING OR HANGING
<br /> 4. WEIGHT OF SUBMERGED PEA GRAVEL = 57.6# / CU. FT. 1.16 67 a� ,a_ r OVERNIGHT OR WEEKENDS.
<br /> 5. WEIGHT OF CONCRETE = 1150f / CU. FT. AM 1.33 87
<br /> 6. WHERE MORE THAN ONE SUMP IS USED ASSUME THAT THE VOID IS OVER 1. HOLD DOWNS ARE REQUIRED EVEN 1.50 110 4
<br /> COME BY THE WEIGHT OF TANK TOP EQUIPMENT. IF SAFETY FACTOR WITHOUT HOLD 1.66 136 - .M., - NORTH WHEREVER CUTTING AND REMOVAL OF PORTIONS OF EXISTING WORK IS INDICATED, SUCH
<br /> 7. SAFETY FACTOR = 1.25. DOWNS IS GREATER THAN 1.25. 1.83 165 WORK SHALL BE SAWN IN A MANNER THAT WILL PRODUCE NEAT AND STRAIGHT LINES,
<br /> 2.00 196 YJ. PARALLEL TO ADJACENT SURFACES OR PLUMB FOR VERTICAL SURFACES. GRIND SMOOTH
<br /> 2. IF SAFETY FACTOR IS > 1.25 Q9 2.16 230
<br /> GENERATOR INFORMATION RESULTING EDGES OF CONCRETE SLABS OR WALKS.
<br /> IT
<br /> WITH HOLDDOWNS 2.33 267 ,?`� �
<br /> 0. DETERMINE TANK DIAMETER D = 5,42 2.50 306 ...~ 5. NEATLY REMOVE EXISTING FINISH MATERIALS BACK TO CLEAN STRAIGHT LINE ON PERMITb. FIND FACTOR A` FROM CHART A = �LFBTS.
<br /> /FT,} _ _ 1,483.00. 2.66 349 ,
<br /> NEAREST SUPPORT IN ORDER TO FACILITATE INSTALLATION OF NEW MATERIALS, PATCHES
<br /> c. CALCULATE TANK UPLIFT U = A x L (LBS.) 9.639.50 2.83 394 OR REPAIRS. EXECUTE CUTTING AND DEMOLITION BY METHODS WHICH WILL PREVENT FIRE DISTRICT
<br /> d. DETERMINE MANWAY DIAMETER d = FT.) 3.00 3.00 441 ;. GENERATOR SIZE: kWh DAMAGE TO OTHER WORK AND WHICH WILL PROVIDE PROPER SURFACES TO RECEIVE
<br /> e. FIND FACTOR "A" FROM CHART A = �L B.S. /FT.) 441.00 3.16 492
<br /> f. CALCULATE MANWAY UPLIFT UI = A x (J-E) (EBS.) 1.468.53
<br /> 3.33 545INSTALLATION OF REPAIRS AND NEW WORK.
<br /> g. CALCULATE GROSS UPLIFT U + UI = (LBS.) 11,19-8.03 8.03 3.50 601 ^ ENGINE SIZE AND MODEL:
<br /> 4.00 784 6. KEEP AREAWAYS, WALKS, CORRIDORS AND STREETS FREE OF DIRT AND RUBBISH.
<br /> CALCULATE HOLD DOWN EQM 4.50 993
<br /> 5,00 1226 fFUEL CONSUMPTION RATE AT 100%: 7• REPAIR OR REPLACE IMPROVEMENTS DAMAGED AS A RESULT OF THIS WORK AT NO
<br /> a. WEIGHT OF EMPTY TANK (MFG*S LATA) = LBS, 700,00 5.50 1483 GALLONS/HR ADDmgNAL EXPENSE TO SBC.
<br /> b. WEIGHT OF CONC. SLAB (X) (Y) (E) (150 = �t85.� .914.38 6.00 1765
<br /> C. WEIGHT OF BACKFILL (L) (D) (J--E) 57.6 = LBS, 6,757.40 6.50 2071
<br /> r ._,. ._ .., 8. VIDE WATER DAMS AND OTHER CONTAINMENT PROCEDURES, AS NECESSARY, FOR
<br /> ,� ��`� PRO
<br /> PERMIT
<br /> 7.00 2402
<br /> d. WEIGHT OF BACKFILL AROUND TANK �D 2/2) (.215) (L) (57.6} = NIS. 2.3s4,G8 7.50 2758 _.w.r CONTROLLING WATER USED FOR CONCRETE SAW CUTTING.
<br /> TOTAL HOLDDOWN FORCE WITHOUT HOLD DOWNS = 19,736.46
<br /> (�•) 8.00 3138
<br /> HOLD DOWN FORCES 19,736,46 = 9.00 3542 ENVIRONMENTAL MANAGEMENT APPROVED PST INSTALLATION CONTRACTORS
<br /> SAFE]Y FACTOR= - 1.78 WITHOUT HOLDDOWNS
<br /> GROSS UPLIFT - 11,108.03 910.00.50 4425
<br /> 903 1, MJK (ALL CA) 2. TAIT ENVIRONMENTAL (SO. CA) 3. TAIT ENVIRONMENTAL (NO. CA) 4. BALCH PETROLEUM (NO. CA) 5. FILNER CONST. INC. (NO. CA & NV) 6. SUNWEST ENG. INC. (SO. CA) 7. SER-CON (NV) 8. GETTLER-RYAN INC. 9. PARADISO MECHANICAL, INC.
<br /> e. WEIGHT OF DEADMAN (1) (1) (L) (150-62.4) (2) = LBS, 1,138.80 10.50 5405 ATTN.: MIKE KISSICK ATTN.: JIM STREITZ ATTN.: GARY NYGREN ATTN: BILL BALCH ATTN.: STEVE WELGE 7303 SOMERSET BLVD. 2655 WESTERN AVE ATTN: DAVID A. BYRON ATTN: PAUL PARADISO
<br /> f. WEIGHT OF SOIL ABOVE DEADMAN (Z-E) (L) (57.6) (2) _ LBS. 11.00 5932 7303 SOMERSET BLVD. 701 N. PARKCENTER DR. 3283 LUYUNG DR. 930 AMES AVE. 3633 SEAPORT BLVD. PARAMOUNT, CA 90723 LAS VAGAS, NV 89109 6747 SIERRA CT., SUITE J, ADDRESS: 2600 WILLIAMS STREET
<br /> TOTAL HOLDDOWN FORCE WITH HOLD DOWNS = (LBS.) 27.427.26 11.50 6484 PARAMOUNT, CA. 90723 SANTA ANA, CA. 92705 RANCHO CORDOVA, CA. 95742 MILPITAS, CA. 95035 W. SACRAMENTO, CA. 95691 (562) 663--1319 (702) 733-0044 DUBLIN, CA 94568 SAN LEANDRO, CA 94577
<br /> 12.00 7060 (562) 663-1315 (714) 560-8639 (916) 858-1090 (408) 942-8686 (916) 372-1985 (562) 663-1320 FAX (702) 733--7734 FAX (925) 551-7555 X 115 (510) 614-8390 X 102
<br /> SAFETY FACTOR= HOLD DOWN FORCES WITH DEADMAN = 27,427.26 = 2.47 SAFETY FACTOR WITH HOLDDOWNS (562) 663-1320 FAX (714) 560-8237 FAX (916) 858-1011 FAX (408) 942-0131 FAX (916) 372---0911 FAX (925) 551--7888 FAX (510) 614-8396 FAX
<br /> GROSS UPLIFT 11,108.03
<br /> ENVIRONMENTAL CONSULTANT-- SCOPE OF WORK GENERAL NOTES SCOPE OF WORK SUMMARY
<br /> I. CONTRACTOR TO FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY FOR THE 20. THE CONTRACTOR IS TO COMPLY WITH ALL DUST CONTROL REQUIREMENTS AS SET FORTH BY THE FACILITY SUPERVISOR OR 1. SCHEDULE A METHOD OF PROCEDURE (M.O.P.) MEETING
<br /> SATISFACTORY COMPLETION OF ALL WORK CALLED FOR OR REQUIRED BY THE DRAWINGS AND HIS DESIGNATED REPRESENTATIVE WHEN DRILLING, CORING, OR OTHERWISE MAKING HOLES OR PENETRATIONS INSIDE THE . WITH SBC FACILITY ENGINEER AT A MINIMUM ONE WEEK IN
<br /> THE FOLLOWING SCOPE of WORK WILL BE PERFORMED BY THE ENVIRONMENTAL CONSULTANT UNDER A SPECIFICATIONS. FACILITY BUILDING, INCLUDING SCREW HOLES FOR CONDUIT SUPPORTS, ETC. AS A MINIMUM EFFORT, THE CONTRACTOR WILL ADVANCE OF PROPOSED CONSTRUCTION START DATE.
<br /> SEPARATE CONTRACT WITH SBC. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT APPLICABLE UNIFORM BUILDING CONTAIN AND COLLECT ALL DUST BY MEANS OF PLASTIC SHEETISOLATION OF THE WORK AREA AND VACUUMING THE DUST
<br /> CODE, UNIFORM FIRE CODE, NATIONAL ELECTRICAL CODE, CALIFORNIA UNDERGROUND STORAGE TANK AS IT OCCURS. 2. CALL UNDERGROUND SERVICE ALERT (U.S.A.) AND SBC
<br /> REGULATIONS, CAL-OSHA CONSTRUCTION SAFETY ORDERS AND ANY OTHER APPLICABLE STATE, CITY, OR CABLE DIVISION A MINIMUM OF 48 HOURS PRIOR TO START
<br /> 1. ATTEND (1) METHODS OF PROCEDURE MEETING AT THE SITE PRIOR TO CONSTRUCTION. COUNTY ORDINANCES. 21. NO WORK IS TO BE PERFORMED OVER THE SWITCH EQUIPMENT WITHOUT MOP (METHOD OF PROCEDURES). OF CONSTRUCTION.
<br /> 2. TRIPLE RINSE, TRANSPORT, AND DISPOSE OF FUEL STORAGE TANKS IN QUANTITIES SHOWN ON DRAWINGS. 3• CONTRACTOR SHALL PROTECT ALL EXISTING FACILITIES TO REMAIN UNLESS NOTED OTHERWISE. CONTRACTOR 3. SAW CUT AND REMOVE EXISTING A/C PAVING AND
<br /> SHALL REPAIR OR REPLACE ANY EXISTING FACILITIES WHICH ARE DAMAGED BY THE CONTRACTOR'S f'`� 22, SBC ENVIRONMENTAL MANAGEMENT WILL PERFORM 6 MONTH SECONDARY CONTAINMENT TEST. ANY FAILURES ARE THE
<br /> } - CONCRETE TANK SLAB AS NECESSARY TO EXCAVATE AND
<br /> 3. COLLECT REQUIRED NUMBER OF SOIL AND/OR GROUND WATER SAMPLES FROM BENEATH TANK, AND REQUIRED OPERATIONS TO THE SATISFACTION OF THE SBC ENVIRONMENTAL MANAGEMENT (SBC). FtESPONSIBILITY_.OF,.THE ,INSTALLAZIQN...:CgNTRACT OR..:
<br /> �.F F REMOVE ONE 500 GAL. UNDERGROUND FUEL STORAGE
<br /> SAMPLES EVERY 15' FROM PIPING TRENCHES AND ANALYZE WITH ON-SITE MOBILE LABORATORY FOR
<br /> 4. THE EXISTENCE OF UNDERGROUND UTILITIES IS UNKNOWN. IT SHALL BE THE CONTRACTORS RESPONSIBILITY 23. THE CONTRACTOR SHALL PERFORM THE EQUIVALENT TO AN ENHANCED LEAK DETECTION (ELD) TEST PRIOR TO THE TANK, EQUIPMENT AND PIPING IN ACCORDANCE WITH THE
<br /> CONSTITUENTS REQUIRED BY THE LOCAL GOVERNING AGENCIES. A HARP COPY SA THE COLLECTION.
<br /> RESULTS TO DETERMINE THE EXACT LOCATION(S) AND/OR EXISTENCE of ALL UNDER-GROUND UTILITIES IN WORK BACKFILLING OF ANY TANK AND/OR PIPING. THIS TESTING MAY TAKE THE FORM OF A "HEIJUM" TEST AND CAN BE UNDERGROUND TANK REMOVAL PROCEDURE ON SHEET F2.
<br /> SHALL BE SUBMITTED TO THE LOCAL AGENCY WITHIN TWENTY-FOUR HOURS OF SAMPLE COLLECTION. AREA, PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT FOR FIELD PERFORMED BY ANY QUALIFIED CONTRACTOR AND WILL SERVE AS A SYSTEM INTEGRITY ACCEPTANCE TEST. THE CONTRACTOR F,
<br /> j R / 4. INSTALL ONE NEW 1,000 GAL. STEEL DOUBLE WALL
<br /> 4. TRANSPORT AND DISPOSE OF RINSATE. MARKING OF UTILITY LOCATIONS. E SHALL COORDINATE AND OVERSEE THE ACTUAL POST--INSTALLATION ELD TESTING BY PRAXAIR (TRACER RESEARCH) AS UNDERGROUND FUEL STORAGE TANK AND EQUIPMENT PER
<br /> 5. CONTRACTOR SHALL APPLY AND PAY FOR ALL PERMITS REQUIRED FOR THE COMPLETION OF THIS PROJECT. REQUIRED BY STATE OF CALIFORNIA'S WATER RESOURCES CONTROL BOARD, OR EQUAL IF APPROVED BY LOCAL AGENCIES. ," DRAWINGS AND MANUFACTURER'S INSTALLATION , �+
<br /> 5. TRANSPORT AND DISPOSE OF FUEL PIPING IN QUANTITIES SHOWN ON DRAWINGS. CONTRACTOR TO SUPPLY CERTIFICATE OF INSURANCE, CITY BUSINESS LICENSE, EVIDENCE OF CONTRACTORS SBC ENVIRONMENTAL MANAGEMENT WILL PAY FOR THE FIRST POST-INSTALLATION ELD TEST. IF THE SYSTEM DOES NOT PASS .f' INSTRUCTIONS. S V YA,1 046
<br /> LICENSE AND ANY OTHER INFORMATION WHICH THE PERMITTING AGENCY REQUIRES FROM CONTRACTORS. THE FIRST POST-INSTALLATION TEST OR SUBSEQUENT RETESTS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PAY FOR ALL
<br /> 6. COMPILE CLOSURE REPORT AS REQUIRED BY ENVIRONMENTAL MANAGER AND SEND COPIES TO LOCAL AGENCIES 6. GENERAL CONTRACTOR SHALL NOTIFY THE ENGINEER PROMPTLY IF SITE CONDITIONS OR DIMENSIONS SUBSEQUENT TESTS AND ASSOCIATED SYSTEM REPAIRS NECESSARY TO EFFECT A PASSING RESULT. 5. INSTALL NEW 3/4" SUPPLY AND 1" RETURN WESTERN
<br /> AND SBC. � .,. .. ,� .. REVISIONS / AUTHORIZATIONS
<br /> DISAGREE WITH INFORMATION SHOWN ON THESE DRAWINGS. WORK IS NOT TO PROCEED UNTIL SUCH -, ,.�, ``. '' `°,, `..., FIBERGLASS CO-FLEX PIPING WITHIN 4" WESTERN
<br /> r ,R
<br /> 7. IF APPLICABLE, HAUL AND DISPOSE OF CONTAMINATED SOIL OR GROUNDWATER AS DIRECTED BY DIFFERENCES ARE RESOLVED. FIBERGLASS SECONDARY CONTAINMENT PIPING. NO M / AUTHoelzATK)Ns DATE BY
<br /> SBC REPRESENTATIVE. 7. CONTRACTOR SHALL COORDINATE WITH THE ENVIRONMENTAL CONSULTANT AND SBC FOR DISPOSAL OF TANK, GENERAL TANK INSTALLATION NOTES 6. INSTALL NEW 2" STEEL VENT PIPE INSIDE OF 3"
<br /> PIPING AND RELATED EQUIPMENT AND THE TESTING FOR CONTAMINATION. MASTER DRAWINGS 3/4/03
<br /> GQNTACT INFORMATION: 8. CONTRACTOR TO PULL TANK AND LOAD ONTO TRUCK IN ACCORDANCE WITH LOCAL REQUIREMENTS. FIBERGLASS SECONDARY AND NEW VENT RISER. 0
<br /> 1. ALL UNUSED TANK OPENINGS SHALL BE TIGHTLY SECURED WITH PIPE PLUGS AND SHALL BE COVERED WITH A FIBERGLASS CAP
<br /> SYDNEY GEELS - SHAW ENVIRONMENTAL PER CLIENT INSTRUCTIONS 11/12/03 DM
<br /> 4005 PORT CHICAGO HIGHWAY S• SBC ENVIRONMENTAL CONSULTANT SHALL BE RESPONSIBLE FOR ALL SOIL/GROUNDWATER SAMPLING AND HAT) INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS UTILIZING WET RESIN. ANNULAR TO BE AT FILL END 7. INSTALL NEW CONDUIT AND CONDUCTORS AS REQUIRED TO Al
<br /> CONCORD, CA 94520 ANALYSIS. ENVIRONMENTAL CONSULTANT SHALL TRANSPORT AND DISPOSE OF TANK, PIPING AND ANY LOW END) OF TANK. EXISTING VEEDER ROOT TLS-350 TANK MONITORING
<br /> CONTAMINATED SOIL AND GROUNDWATER. CONTRACTOR SHALL DISPOSE OF CLEAN SOIL, CONCRETE DEBRIS SYSTEM. 2 UPDATED TO O1/23/O4 STANDARDS 2/23/04 DW
<br /> (925) 288--2119 PHONE AND MISCELLANEOUS EQUIPMENT. 2. ALL TANK RISERS TO BE FACTORY SCOTCH COAT #206N FUSION BONDED EPDXY COATED SCH. 40 BLACK STEEL PIPE. FIELD
<br /> PATCH ALL EXPOSED OR DAMAGED AREAS & FITTINGS WITH SCOTCH #312 COATING. (MATERIAL SUPPLIER: FLETCHER COATING 8. ARRANGE TO HAVE ELD CONDUIT INSTALLED AROUND THE
<br /> (925) 827-2029 FAX 10• CONTRACTOR SHALL PROVIDE A DETAILED METHOD OF PROCEDURE (M.O.P.) TO SBC FOR APPROVAL PRIOR CO. (714/637-4763). ALL VERTICAL RISER THREADS SHALL BE WRAPPED IN FIBERGLASS 3" MIN. ABOVE EXPOSED THREADS IN TANK.
<br /> (925) 988-5386 PAGER TO START OF CONSTRUCTION MOP SHALL INCLUDE BUILDING VENTILATION SAFETY PROCEDURES. ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. PROPRIETARY SBC. INFORMATION
<br /> 11. CONTRACTOR SHALL SUPPLY SBC WITH A DETAILED WORK SCHEDULE AND UPDATE PROGRESS AND/OR 9. PERFORM PRESSURE AND ELD TESTS ON NEW TANK AND NOT FOR GENERAL USE OR DISCLOSURE OUTSIDE OF SBC
<br /> 24 HOUR EMERGENCY HOTLINE - FOR AFTER--_HOURS EMERGENCIES ONLY - (800) 537-9540 CHANGES ON A WEEKLY BASIS. 3. TANKS SHALL BE TESTED AND INSTALLED 1N ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AS WELL A5 STATE AND PIPING. THIS INFORMATION MAY ONLY BE USED BY AUTHORIZED PERSONNEL OF
<br /> 12. CONTRACTOR SHALL PROVIDE THREE SETS OF SUBMITTALS ON ALL EQUIPMENT TO THE ENGINEER PRIOR TO LOCAL REGULATIONS. THE LOCAL GOVERNMENT AGENCY IN CONNECTION WITH APPLICATION FOR
<br /> SCQPE: 10. AFTER COMPLETION OF ALL PRESSURE TESTS AND ELD PERMITS AND AUTHORIZATIONS FOR BUILDINGS, CONSTRUCTION, AND OR
<br /> 1, TRIPLE RINSING OF TANKS AND TRANSPORT AND DISPOSE OF RINSATE. START OF CONSTRUCTION. 4. ALL CONTAINMENT SUMP ASSEMBLIES SHALL BE FIBERGL.ASSED TO TANK RING AND MUST BE PRESSURE TESTED. TEST BACKFILL. TANK EXCAVATION AND PIPING TRENCH TO /
<br /> ( ) � ZONING CHANGES.
<br /> 2. TRANSPORT AND DISPOSAL FOR TANK(S) IN QUANTITIES SHOWN ON DRAWINGS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING THREE COMPLETE SETS OF OPERATION, MAINTENANCE SUBGRADE WITH SAND AND POUR NEW CONCRETE TANK
<br /> 3. TRANSPORT AND DISPOSAL FOR PIPING/ DISPENSERS QUANTITIES SHOWN ON DRAWINGS. AND TEST DATA, WHICH SHALL INCLUDE: 5. TANKS TO SLOPE DOWN TOWARD FILL END AND ANNULAR SPACE SENSOR 2" MEASURED OVER THE LENGTH OF TANK. USE PAD. MAINTAIN EXISTING SITE DRAINAGE, DRAWINGS PREPARED FOR
<br /> 4. COLLECTION AND ANALYSIS OF SOIL AND TRANSIT TO DETERMINE SLOPE.
<br /> 5. DIRECTION OF OVER EXCAVATION, AS REQ IRED.OR GROUNDWATER SAMPLES. A) ALL MANUFACTURER'S LITERATURE, SUBMITTAL DATA COPIES, INSTALLATION, 11. INSTALL NEW SCHEDULE 40 WELDED STEEL PIPING INSIDE
<br /> 6. PETROLEUM IMPACTED EXCAVATION DEWATERING AND WATER TRANSPORT AND DISPOSAL, As REQUIRED. OPERATION AND MAINTENANCE DATA ON ALL EQUIPMENT AND DEVICES INSTALLED. 6. ALL CONDUITS TO HAVE SEAL-OFFS PER LATEST EDITION OF THE NATIONAL ELECTRIC CODE. ALL J-BOXES TO BE EXPLOSION ENGINE ROOM TO NEW ENGINE. CORPORATE
<br /> 7. PETROLEUM IMPACTED Soil DISPOSAL HMP THIS IS TO INCLUDE TANKS, SENSORS, WELLS, PIPING, PUMPS, DOUBLE PROOF. KIK_ #GRSS_-2OR CROUSE,-HJ QUA SERIES. ORIENT ALL J-BOXES SUCH THAT THE SCREW LID IS ACCESSIBLE
<br /> 8. COMPLETE CLOSURE REPORTING AS REQUIRED BY OVERSIGHT AGENCY AND EM, DISTRIBUTE COPIES TO CONTAINMENT SYSTEM, SUMPS, AND ALL OTHER INSTALLED ACCESSORIES. WITHIN THE FILL BOX OR CONTAINMENT 12. PATCH AND REPAIR EXISTING ASPHALT PAVING WHERE REAL ESTATE
<br /> APPROPRIATE PARTIES. B) ALL TEST RESULTS INCLUDING BUT NOT LIMITED TO PRESSURE AND/OR LEAK TESTING. DISTURBED BY NEW WORK TO MATCH EXISTING. RESTORE
<br /> 7. ALL PENETRATIONS OF THE SUMP BOXES TO BE SEALED BY THE APPROPRIATE SIZE WESTERN FIBERGLASS GROMMET OR PARKING SPACES TO ORIGINAL CONDITION.
<br /> C) ALL PERMITS, COPIES OF SIGNED-OFF PERMITS FROM ALL AGENCIES INVOLVED. AMERIQAN LINING COMPRESSION FITTING,
<br /> 1QR REQUIREMENTS: 13. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL D) COPY OF CORRESPONDENCE WITH VARIOUS AGENCIES CONCERNING THIS PROJECT. 8. USE CABLE CONNECTOR FITTINGS ( -HI OR EQUIVALENT) AT MONITOR & LEVEL GAUGE CABLE CONNECTIONS TO ARRANGE A FINAL WALK THRU SITE INSPECTION WITH SBC SECT TITLE
<br /> S CONTRACTOR
<br /> CTOR MUST NOTIFY ENVIRONMENTAL CONSULTANT AT LEAST 48 HOURS IN ADVANCE TO E) ALL DOCUMENTS AND DATA SHALL BE INSTALLED IN A RING BINDER AND EACH J-BOXES & PIPE FITTINGS IN SUMP BOXES. AND TAIT & ASSOCIATES. CALO
<br /> SCHEDULE ACTIVITIES. E)
<br /> APPROPRIATELY IDENTIFIED. OUTSIDE COVER SHALL CLEARLY IDENTIFY
<br /> Z 2. CONTRACTOR MUST PROVIDE A COPY OF THE REMOVAL PERMIT, TANK INSTALL PERMIT (AS APPLICABLE). JOB LOCATION AND DATE. 9. ALL UNDERGROUND CONDUITS AND CONDUITS INSTALLED OUTDOORS TO BE PVC COATED RIGID. ALL CONDUITS INSTALLED INSIDE
<br /> STATE OF CALIFORNIA FORMS A AND B (FOR EACH TANK) (AS APPLICABLE) TO ENVIRONMENTAL 1812 COLEY AVENUE
<br /> � F AS-BUILT DRAWINGS BUILDING MAY BE EMT. ALL EMT CONDUIT FITTINGS TO BE COMPRESSION TYPE.
<br /> !i CONSULTANT AT TIME OF TANK REMOVAL. )
<br /> 3. CONTRACTOR MUST ADVISE CONSULTANT OF THE MOP OR FORWARD INFORMATION REGARDING ANY 10. PRIMARY & SECONDARY PIPING FOR VENT LINE TO BE SCH. 40 SCOTCH COATED BLACK STEEL (PRI.) & AMERON DUOLOY ESCALON, CALIFORNIA
<br /> ACCESS CONSTRAINTS FOR TRUCKS. CONTRACTOR SHOULD BE ADVISED OF TIME AND LOCATION CHOSEN FOR 14. STOCKPILE OF DIRT SHALL BE COVERED COMPLETELY WITH PLASTIC TARP. ANCHOR AND SECURE 3000L FIBERGLASS (SEC.). REDUCING BOOT IN CONTAINMENT SUMP TO HAVE TEST PORT.
<br /> MOP MEETING AT LEAST ONE A WEEK PRIOR TO ITS SCHEDULED TIME. PLASTIC TARP FIRMLY TO PROTECT FROM THE ELEMENTS. C L LC=E S C LCA 11 UG-0 10�� TITLE.
<br /> 11, UNDERGROUND PRIMARY AND SECONDARY PIPING FOR FUEL OIL SUPPLY & RETURN LINES TO BE WESTERN. FIBERGLAS
<br /> 15. ALL ELECTRICAL WORK TO BE DONE IN COMPLIANCE WITH CHAPTER 5, ARTICLES 500-50 AND 514 BULKHEAD REDUCERS IN CONTAINMENT SUMPS, PIPING VAULTS & TRENCHES TO HAVE TEST PORTS. UNDERGROUND FUEL TANK
<br /> OF THE NATIONAL ELECTRIC CODE. SEAL ALL CONDUITS AS REQUIRED UNDER THE CODE.
<br /> 16. NO GALVANIZED PIPE OR FITTINGS FOR DIESEL SERVICE WILL BE ALLOWED. 12. ALL CONCRETE TO BE 6 SACK MIX, 2500 PSI (MIN.) AT 28 DAYS. SUCTION SYSTEM
<br /> 17. ALL CONDUIT SHALL BE PVC COATED PER F2, RIGID TYPE WITH THREADED CONNECTORS AND BE 13. ALL PIPING TO SLOPE DOWN TO UNDERGROUND TANK 1/4" PER FOOT (1/8" MIN.) COVER SHEET AND NOTES
<br /> WRAPPED FOR CORROSION PROTECTION TO A POINT ABOVE GROUND LEVEL. NO DIE CAST, PVC, OR ENGAGEMENT NUMBER: DATE: 09
<br /> PLASTIC ELECTRICAL CONDUIT OR FITTINGS SHALL BE USED. USE ONLY STEEL CONDUIT FITTINGS. 14. ALL EQUIPMENT, HARDWARE AND SYSTEM COMPONENTS MUST BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S /16/03 seALE NONE .
<br /> 18. NEW TANKS AND PIPING TO BE TESTED IN ACCORDANCE WITH APPLICABLE REGULATIONS AND INSTRUCTIONS AND SPECIFICATIONS. ■ CONSULTING ENGINEERS DRAWN DW CHECKED BY. TP
<br /> SPECIFICATIONS. 15. INSTALL PRODUCT TAG IN FILL BOX, ATTACHED TO RISER, 2880 Sunrise Boulevard SBC AUTHORIZATION: SHEET- 1 OF. 8 SHEETS SHEET NO.
<br /> Suite 206
<br /> 19. ABOVEGROUND FUEL PIPING SHALL BE SECONDARILY CONTAINED AND MONITORED IF NOT LOCATED 16 PERFORM SECONDARY CONTAINMENT AND REPORT RESULTS ON STATE APPROVED SECONDARY TEST FORM. Rancho Cordova, CA 95742 SBC DRAWING NO.:
<br /> INSIDE A ROOM WITH APPROVED SECONDARY CONTAINMENT.
<br /> TAIT & ASSOCIATES, INC, (916) 635-2444 F
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