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EOUIPMENT LIST
<br /> UNDERGROUND TANK CLOSURE PLAN OTY DESCRIPTION -- FURNISH INSTALL
<br /> SCOPE OF WORK BY BY-
<br /> DEMOLITiON NOTES 2 14,000 GALLON DOUBLE-WALL UNDERGROUND TANK U G.0
<br /> TANKS BY TRUSCO
<br /> I. FENCE OFF WORK AREA WITH E HIGH CHAIN LINK FENCE. POST "KEEP OUT" 23.. ULTRAMAR WILL HIRE OTHERS 70 Up TANK AND LINE PRECISION TESTING. 1. FLUSH, CUT, AND REMOVE PRODUCT LINES FROM EXISTING TANKS TO DISPENSER 1.0 �C�NERAL NEORMATION 2 12" TALL 4Y' SUMP EXTENSION
<br /> SIGNS ON FENCE EVERY 30 FEET. AT THE END OF EACH WORK DAY SECURE ISLANDS. BEACON STATION /) 513 U G.C.
<br /> FENCING PANELS TOGETHER. 24. NOTE', ANY ENVIRONMENTAL WORK REQUIRED OUTSIDE THE ABOVE SCOPE OF t.t LOCATION OF TgNKS BEACON
<br /> S LANE & 513TH LEE AVENUE 1 1/2 H.P RED JACKET 3 STAGE TURBINE,
<br /> WORK SHALL BE DONE ON A TIME AND MATERIALS BASIS. RENTAL RECEIPTS, 2. REMOVE ALL EXISTING FUEL DISPENSERS, ISLANDS. BARRICADES, PRODUCT LINES, LODE CALIFORNIANLAN2 U G.C.
<br /> 2. DEMOLISH SITE AND REMOVE TANKS PER DEMOLITION NOTES. SUBCONTRACTOR INVOICES, MATERIAL RECEIPTS, AND DAILY LABOR TIME SHEETS VENTS, VAPOR LINES, ASPHALT AND CONCRETE SURFACES AS REQUIRED. 5' BURIAL OF8' DIA, TANK
<br /> SHALL BE REQUIRED TO SUPPORT GENERAL CONTRACTOR TIME AND MATERIAL ANY SALVAGEABLE EQUIPMENT TO BE REMOVED FROM SITE AS DIRECTED
<br /> INVOICES. SUCH WORK SHALL BE BILLED SEPARATELYL2 OWNER ULTRAMAR INC SUBMERGED PUMP RELAY CONTROL BOX #880-030
<br /> j . BY ULTRAMAR REPRESENTATIVE. 525 WEST THIRD STREET 2 -'- U G.0
<br /> 3. CONTRACTOR TO PROVIDE CONDUITS FOR LIGHTING AND INTERCOM TO CANOPY 3 PREPARE FOR REMOVAL AND REMOVE UNDERGROUND GASOLINE STORAGE TANKS, HANFORD, CA 93230 FOR 1 1/2 H PSUBMERGED PUMP
<br /> COLUMNS. PROVIDE (1) CONDUIT FOR LIGHTING. PROVIDE CONDUITS FOR 25 CONTRACTOR TO PROVIDE LANDSCAPING, CURBS AND DRIVES AS INDICATED IN ACCORDANCE WITH THE UNDERGROUND TANK ENCLOSURE PLAN 2 RED .JACKET LEAK DETECTOR U G.C.
<br /> INTERCOM - (1) PER COLUMN PENETRATE COMLUMN AT 18" WITH SEAL-OFF ON SITE PLAN. ULiRAMAft INC. WILL EMPTY TANKS OF REUSABLE PRODUCT 13 PROJECTED CLOSURE DATE'. TO BE DETERMINED 36" ROUND MANHOLE w 12" SKIRT FOR SUBMERGED
<br /> AND CAPPED ELBOW. GENERAL CONTRACTOR 10 PROVIDE FOR DRY ICE TO PURGE TANKS, 2 '� - ---- / - U GC
<br /> 26. BACKFILL MUST BE ENGINEERED FILL CUMPAC FED TO 959, THE CONTRACTOR IS 1.4 TANK DATA PUMP, PpMECO #110-36WT ./GASKETS & SCREWS
<br /> RESPONSIBLE FOR CERTIFYING THE COMPACTION. A THIRD PARTY ENGINEER BUT NO LESS TANK 25 LBS. PER 1,000 GALLONS CAPACITY. CONTRACTOR NUMBER GALLONS MATERIAL PRODUCT 3 4"x2"x3" E%TRACTOR VALVE, OPW U G.C.
<br /> 4. EXCAVATE AS NECESSARY FOR THE INSTALLATION OF TANKS. WILL WITNESS THE PROCESS AND CERTIFY THAT THE HOLE WAS COMPACTED 'HALL COORDINATE FOR TRANSPORTATION, DISPOSAL OF TANKS AND RINSATE WITH _
<br /> NEW TANK HOLE TO BE CLEAN AND SQUARE WITH FILTER FABRIC AND GRAVEL BED
<br /> PROPERLY THROUGHOUT ENTIRE EXCAVATION DEPTHONE (i) TEST WILL THEN ERICKSON'S OR OTHER AS APPROVED BY THE ULTRAMAR 1 12,000 STEEL REGULAR UNLEADED 3 4" BRASS EXTRACTOR CAP, OPW U GC
<br /> .
<br /> 5. CONTRACTOR SHALL COVER EXCAVATED SOIL WITH 4 MIL. PLASTIC UNTIL SOIL BE REQUIRED AT 4' & 2' AND 0', FOR A TOTAL OF THREE (3) COMPACTION PROJECT ENGINEER - CUTTING LINKS ON SITE WILL NOT BE 2 12,000 STEEL UNLEADED PLUS GASOLINE
<br /> IS REMOVED. SOIL TO BE STOCKPILED ON SITE FOR SAMPLING PRIOR TO TESTS PROVIDE RESULTS TO THE ULTRAMAR ENGINEER. ALLOWED 3 12,000 STEEL PREMIUM 2 18" ROUND MANHOLE FOR VAPOR RETURN
<br /> OFF-HAUL AS DIRECTED BY ULTRAMAR. UPW 104A 16" U GO
<br /> 27 DUE TO LACK G. INFORMATION OL EXISTING SOIL AND GROUND WATER ON FIRST 16' ROUND MANHOLE «/SCREWS AND GASKET, FOR
<br /> 4. CONTRACTOR SHALL PROVIDE FOR CLEANING AS NECESSARY, TRANSPORTATION. 2 ANNULAR SPACE MONITOR, POMECO #110-16WT U G C
<br /> 6. ULTRAMAR SHALL PROVIDE FOR TRANSPORTATION AND DISPOSAL OF EXCAVATED Y F WORK G.C. SHALL POTHOLE AS NECESSARY NEXT TO THE EXISTING TANKS _
<br /> SOIL AFTER COMPLETION OF ANY NECESSARY REMEDIATION, INCLUDING AERATION. FOR SAMPLING DISPOSAL OF TANKS, AND RINSAR IN ACCORDANCE 'WITH COUNT,
<br /> REGULATIONS AND PER ULTRAMAR APPROVAL 1 5 HISTORY. UNKNOWN 2 16" ROUND MANHOLE PER TANK PROBES U G.C.
<br /> 7. INSTALL "TYPAR FILTER FABRIC LINER IN TANK HOLE AND TRENCHES PER G.C. TO PROVIDE SEPARATE BID FOR SHORING AND FOR IB' TANK SLAB
<br /> 5. EXCAVATE AS NECESSARY FOR THE INSTALLATION OF TANKS. L 2 6 CONTRACTORS FILL SPILL CONTAINMENT MANHOLE
<br /> G.C. SHALL ADJUST TO GRADE ALL EXISTING GRATE INLETS, MONITORING WELL CAPS, NEW TANK HOLE TO BE CLEAN AND SQUARE WITH FILTER FABRIC A ,
<br /> DRAWINGS. RAVEL BED OPW--i (5 GALLON) U GC
<br /> 8, INSTALL TWO (2)-14,000 GALLON DOUBLE WALL FIBERGLASS AND OTHER COVERED SERVICES FOR NEW A/C OVERLAY GENERAL. TO BE DETERMINED SOLE FOR TANK
<br /> UNDERGROUND TANKS PER DETAILS ON DRAWINGS AND PER MANUFACTURER'S 6. CONTRACTOR SHALL COVER EXCAVATED SOIL WITH 4 MIL PLASTIC UNTIL SOIL LEAK DETECTION MONITORING CON
<br /> AND G
<br /> INSTRUCTIONS, TANKBEDDING AND BACKFILL TO BE PEA GRAVEL. TANK BURY IS G.C. SHALL VERIFY EXISTING IRRIGATION SYSTEM. IS REMOVED SOIL TO BE STOCKPILED ON SITE FOR SAMPLING PRIOR TO PRODUCT REMOVAL ERICKSON I ANNULAR SPACE & SECONDARY CONTAINMENT U G C
<br /> TO BE MINIMUM 4 FEET TANK BEDDING IS TO BE A MINIMUM 12", SPACING IF ANY LANDSCAPE PLANTERS ARE LACKING AN IRRIGATION SYSTEM, GC SHALL OFF-HAUL AS DIRECTED BY ULTRAMAR GILBARCO EMC
<br /> BETWEEN TANKS IS TO BE A MINIMUM OF 18 TANKS TO BE SLOPED 2" TO 3' INSTALL IRRIGATION AND PIPING SLEEVES. BOTTOMS REMOVAL ERICKSCN _
<br /> WITH TURBINES AT THE HIGH END. PERSONS INSTALLING TRUSCO TANKS MUST BE 1 GRBARCO 4 TANK PROBE MODULE U G C.
<br /> CERTIFIED AS HAVING TRAINED BY TRUSCO TANK TO BE BALLAST WITH CLEAN WATER. 28. GENERAL CONTRACTOR TO INSTALL NEW 2" UNDERGROUND TELEPHONE CONDUIT 7 ULTRAMAR WILL CONTRACT' WITH AND FURNISH CONSULTANTS TO PERFORM SOIL TANK HAULER ERICKSUN
<br /> PER LOCAL UTILITY COMPANY REQUIREMENTS TESTING UPON TANK REMOVAL IN ACCORDANCE WITH TANK CLOSURE I GILBARCO 8 INPUT SENSOR MODULE U 6 C.
<br /> 9 INSTALL EQUIPMENT AS LISTED IN EQUIPMENT LIST. PLAN AND LOCAL REGULATIONS (ALLOW TWENTY--FOUR HOURS FOR RESULTS OF GEOLOGIST & ERICKSON 2 GILBARCO INTERSTITIAL FLOAT SWITCH FOR 4' 12'
<br /> 501E SAMPLES.) TESTING LABORATORY. --'_-- U GC
<br /> UTAME TER STEEL FANK
<br /> 10. INSTALL NEW DOUBLE WALL FIBERGLASS PRODUCT LINE, SINGLE WALL VENT, VAPOR TANK DISPOSAL ERICKSON 2 GILBARCO TURBINE SUMP/SENSORS_ U G C
<br /> LINES PER SITE PLAN, STANDARD TANK DRAWINGS, AND PER SCHEDULE BELOW: GENERAL NOTES' GILBARCO 2" DIA RISER CAP KIT FOR
<br /> 2 S 'H PR TC D R - R VA QF TANKS 2 INTERSTITIAL SENSOR U GC
<br /> 11 PRODUCT PIPING: 2" RED THREAD IIA AND RED THREAD II FITTINGS, DS 8000 21 TANKS GILBARCO 4" CAP KIT INCLUDING CAP ADAPTOR.
<br /> SERIES ADHESIVE. ALL JOINTS MUST BE CURED USING SMITH FIBERGLASS CHEM 1. CONTRACTOR EMPLOYEES TO HAVE COMPLETED 40 HOURS OSHA TRAINING COURSE 2 u G.0
<br /> CURE PARS. PRIOR TO THE START OF WORK. CERTIFICATION OF THIS MUST BE PROVIDED TO REMOVE ALL PRODUCT FROM TANKS AND PLUG FOR DIGITAL SENSING PROBE
<br /> THE ULTRAMAR ENGINEER PRIOR TO THE START OF WORK.
<br /> VENT PIPING. SAME AS ABOVE 2 GILBARCO MAG-2 PROBES FOR 8' DIA TANKS U G C
<br /> REMOVE ALL RESIDUAL LIQUID, SOLIDS, OR SLUDGE,. -
<br /> 2. CONTRACTOR EMPLOYEES TO HAVE COMPLETED SMITH FIBERGLASS RED THREAD IIA :",24" FLEXIBLE PIPE CONNECTORS FOR
<br /> VAPOR PIPING: ON PLANSE AS PURGE WITH 2" AND 3" PIPING A$ NOTED TRAINING (CERTIFICATES REQUIRED). PURGE AL1 VAPORS FROM TANKS WITH A MINIMUM OF TWENTY-FIVE (25) POUNDS 12 DISPENSERS (SWIVEL 1 END) U GC
<br /> OF SOLID CARBON DIOXIDE (DRY ICE) FOR EACH 1,050 GALLONS OF TANK:
<br /> 3. CONTRACTOR TO HAVE BEEN TRAINED BY TRUSCO TANK IN TANK INSTALLATION3" x 30" LONG CONTAINMENT TECHNOLOGIES
<br /> SECONDARY 3" RED THREAD IIA AND RED THREAD II FITTINGS, DS RECOMMENDED
<br /> CAPACITY AND PRESENT SALES SLIPS TO INSPECTOR PELLETIZED DRY ICE IS 12
<br /> PRODUCT 7000 OR 8000 SERIES ADHESIVE (ULTRAMAR WILL VERIFY WITH TRUSCO)UPPLI CONTRACTOR SHALL COMPLETE THE RECOMMENDED CAP ALL OPENINGS EXCEPT VENT PIPE AND ALLOW TWO HOUR SECONDARY CONTAINMENT BOOTS U Gf.
<br /> PIPING: TANK INSTALLATION CHECKLIST (SUPPLIED TO CONTRACTOR BY TRUSCO DURING MINIMUM AND 51X HOUR MAXIMUM FOR OXYGEN DISPLACEMENT AFTER PUTTING r - - - --
<br /> TANK DELIVERY) AND SHALL FURNISH TO ULTRAMAR CARBON DIOXIDE INTO THE TANKS VENT PIPE OPENING TO BE CHECKED WITH 4 .`_ ' 18' LONG FLEXIBLE PIPE CONNECTORS FOR
<br /> NOTE: PERSONS INSTALLING PIPING MUST BE CERTIFIED AS HAVING BEEN A COMBUSTIBLE GAS DETECTOR TO DETERMINE IF TANK IS VAPOR FREE OR If TANKS (SWIVEL h END) U GO
<br /> TRAINED BY SMITH FIBERGLASS 4. CONTRACTOR TO DEVELOP A SPECIFIC SITE SAFETY PLAN FOR TANK REMOVAL AND ADDITIONAL. DRY ICE AND/OR TIME MAY BE RF.OUIRf.D. 4" DROP TUBE, I EN #61-80-Cato
<br /> TANK INSTALLATION PRIOR TO THE START OF WORK CONTRACTOR WILL CONDUCT U QC
<br /> STEEL PIPING: ALL PIPING OTHER THAN FIBERGLASS TO BE BLACK IRON WEEKLY JOB SITE SAFETY MEETINGS WITH ITS EMPLOYEES AND THE MEETING PLUG OR CAP ALL TANK OPENINGS LEAVING AN 1/8' - t /4" PRESSURE RELIEF ° OVERFILL PREVF_NTION VALVE FOR 10' DIA TANK
<br /> (GALVANIZED PIPE I7 NOT ALLOWED). PIPE THREAD COMPOUND IS TO BE MINUTES WILL BE SHIPPED Tp ULTRAMAR HOLE IN ONE CAP AT THE TOP OF THE TANK. 2 4" TWO POINT FILL ADAPTOR. OPW #633T-8075 U G.0
<br /> RECTOR SEAL N0. 7 OR JOMAR ' THE HEAVY WEIGHT. ALL STEEL PIPE BELOW
<br /> TANK 2 4' TIGHT FILL CAP DPW 634TT-7085
<br /> GRADE IS i0 BE DOUBLE WRAPPED WITH 10 MIL.. PVC TAPE 5 CONTRACTOR SHALL HAVE THE FOLLOWING LICENSES. VISUALLY ASPECT THE TANKS UPON REMOVAL. ALL EXTERNAL -LANK SURFACES _ _ N _ U G C
<br /> a. GENERAL ENGINEERING "A" AND FITTINGS SHALL BE INSPECTED FOR EVIDENCE OF HOLES OR LEAKAGE Fl@ERGLA55 PRODUCT, VAPOR & VFNT PIPING.
<br /> 12. INSTALL NEW VENT RISERS AS SHOWN ON SITE PLAN. b. HAZARDOUS MATERIAL SUBSTANCE HANDLING. THE RESULTS OF SUCH INSPECTION SHALL BE DOCUMENTED IN WRITING, WITH ALL SECONDARY CONTAINMENT PIPING & MISC. G C G C
<br /> INSTALL SWING JOINTS AT BOTTOM OF VEIN RISERS. PHOTOGRAPHS WHERE APPROPRIATE. PATCH ANY HOLES WITH APPROVED _ _ ____ _
<br /> 13. PIPING SYSTEMS SHALL BE TESTED: 6. CONTRACTOR SHALL HAVE THE FOLLOWING INSURANCE. CONTRACTOR SHALL HAVE MATERIAL BEFORE TRANSPORTING TANKS TO DISPOSAL SITE FI TONGS PER SPEC'S IN SCOPE OF WORK
<br /> a. 2" - 50 PSI AND APPLY SOAP SOLUTION PROOF OF SUCH INSURANCE ON FILE WITH ULTRAMAR BY NAMING ULTRAMAR AS _
<br /> b. 3" - 40 PSI AND APPLY SOAP SOLUTION. °ALSO INSURED." TWO SOIL SAMPLES SHALL BE ANALYZED FROM BENEATH THE TANK ONE FROM BLACK IRON PIPING NIPPLES & FITTINGS WHERE
<br /> c. 3" SECONDARY - 5 PSI AND APPLY SOAP SOLUTION. DIRECTLY BENEATH THE FILL PIPE THE OTHER FROM A SIMILAR POSITION AT SHOWN IN DETAILS FOR GASOLINE PIPINGS
<br /> EMPLOYEES LIABILITY WITH A MINIMUM LIMIT OF LIABILITY OF THE OPPOSITE END OF THE TANK. IF OBVIOUSLY STAINED OR CONTAMINATED ALLGC GC
<br /> NOTE: MARK PRESSURE ON GAUGE WITH ELECTRICAL. TAPE AT BEGINNING OF $1,000,000 FOR EACH OCCURRENCE. AREAS EXIST IN LOCATIONS OTHER THAN THE ABOVE LOCATIONS, THEN RECTORSEAL #7 ON ALL. THREADED JOINTS DOUBLE
<br /> TEST. PRESSURE (AS INDICATED ON GAUGE) SHALL HOLD FOR ONE (1) HOUR ADDITIONALSOIL SAMPLES SHALL BE ANALYZED FROM THESE OBVIOUSLY WRAP ALL BURIED PIPING WITH 10 MIL PVC TAPE
<br /> AND BE WITNESSED BY ULTRAMAR ENGINEER. COMPREHENSIVE GENERAL LIABILITY, INCLUDING CONTRACTOR'S STAINED OR CONTAMINATED AREAS. ----
<br /> PROTECTIVE LIABILITY, COMPLETED OPERATIONS LIABILITY, AND 4 GLAND FORMS__ U G C
<br /> 14. CONTRACTOR SHALL PROVIDE DOCUMENTATION OF A DYNAMIC BACKPRESSURE CONTRACTUAL LIABILITY, WITH A COMBINED SINGLE LIMIT OF SOIL SAMPLES SHALL BE COLLECTED FROM THE NATIVE ';OIL AT OR JUST BELOW GILBARC0 ADVANTAGE SINGLE HOSE MPD, 3 PROD
<br /> r TEST OF ALL VAPOR RETURN LINES AS REQUIRED BY LOCAL REGULATIONS NOT LESS THAN $1,000,000 PER OCCURRENCE FOR BODILY THE INTERFACE OF THE BACKFILL WITH THE NATIVE SOIL. SAMPLES SHALL BE DISH BACKLIT BRAND PANELS, CANOPY, FUEL
<br /> INJURY AND PROPERTY DAMAGE TAKEN USING A DRIVEN-TUBE TYPE SAMPLER, CAPPER .'NF` SEALED WITH INERT
<br /> CONTRACTOR SHALL DO ANY OTHER TESTING AS REQUIRED BY LOCAL REGULATIONS 4 - -
<br /> (EXCEPT FINAL FULL SYSTEMS TEST THAT WILL BE ARRANGED BY ULTRAMAR). MATERIALS FORMAL, SIGNED CHAIN-OF-CUSTOD'r RE.:';N'ilS SHALL BE VAPOR FOR HIRT SYSTEM INCL OPW 11 VF
<br /> AUTOMOBILE LIABILITY COVERING USE OF ALL OWNED HIRED MAINTAINED FOR EACH SAMPLE AND SUBMITTED WITH 'y`. RESULTS TO THE -'- --
<br /> VEHICLES WITH A COMBINED SINGLE LIMIT OF SINGLE UNIT OF REGULATING AGENCY, �„ - VERIFY BRAND D WITH OWNER
<br /> 75. PRESSURE (5 LBS.) ON THE PIPING SECONDARY SPACE SHALL BE MAINTAINED LIABILITY OF NOT LESS THAN $1,000,000 PER OCCURRENCE FOR - -
<br /> UNTIL AFTER THE CONCRETE TANK AND DRIVE SLABS HAVE BEEN POURED AND - BODILY INJURY AND PROPERTY DAMAGE. TO EXPEDITE THE PROCESS OF TANK REMOVAL, THE FU, ..OWING ALTERNATIVE
<br /> SHALL BE WITNESSED BY THE ULTRAMAR ENGINEER. SAMPLING METHOD MAY BE USED 1 INTERCOM SYSTEM (CONGIYTS BY GC ) U G.C.
<br /> 7 GENERAL CONTRACTOR TO FURNISH ALL LABOR, MATERIAL, EQUIPMENT, AND BRAVO 2565 ADVANTAGE MPD 3 PRODUCT
<br /> 16. CONSTRUCT NEW FUEL ISLANDS AS SHOWN ON DRAWINGS - IMMEDIATELY UPON REMOVAL OF THE TANK A B, =.HOE ,ygUCKFT OF 4 CONTAINMENT BOX COMPLETE
<br /> SERVICES NECESSARY FOR OR REASONABLY INCIDENTAL TO THE SATISFACTORY NATIVE SOIL SHALL BE TAKEN FROM THE NATIV �, R. BAC
<br /> OMPLETION OF ALL WORK SHOWN ON, CALLED FOR, OR REQUIRED BY THE {' / KFILL ./DOUBLE POPPET
<br /> 17. BRAVO BOXES, TURBINE SUMPS, AND OVERFILL BOXES ARE TO @E WATER TESTED ?)RAWINGS, INTERFACE THIS SOIL SHALL BE RAPIDLY BROL 'F'. TO THE _ SHEAR VALVES
<br /> I FOLLOWS: SURFACE. #4 MYE 1 1 /4" ST FOR 3/4" CONDUIT FOR U� G `
<br /> 8. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE UNIFORM BUILDING APPROXIMATELY THREE INCHES SHALL BE RAPIDLJSCRAPED AWAY ELEC iRICAL TU DISPENSER
<br /> 1. FILL WITH WATER TO HIGHEST PENETRATION. _ 4 --
<br /> 2. SPRAY PAINT TOP OF WATER. CODE, UNIFORM FlRE CODE, NATIONAL ELECTRICAL CODE, CALIFORNIA
<br /> UNDERGROUND STORAGE TANK REGULATIONS, OSHA CONSTRUCTION SAFETY ORDERS, F"ROM THE SURFACE OF THIS SOIL THAN A CLEAN BRASS TUBE (AT
<br /> OR COUNTY ORDINANCES CITY,
<br /> AND ANY OTHER APPLICABLE STATELEAST THREE INCHES LONG) SHALL BE DRIVEN INTO THE SOIL WITH 4 BULKHEAD FITTING FOR VAPOR RETURN AT
<br /> ,
<br /> 78. REPLACE DISPENSER CONDUIT AND CONDUIT TO CANOPY LIGHTING. PROVIDE A SUITABLE INSTRUMENT (WOODEN MALLET ETC ) DISPENSER #BH 1 1/2 NET
<br /> U .C.
<br /> OTHER SITE ELECTRICAL AS INDICATED ON SITE PLAN AND DETAIL. 9. PERMITS: 3/4"0 PENETRATION BOOTS FCR CONDUITS
<br /> INSTALL INTERCOM CONDUIT AS INDICATED ON SITE PLAN AND DETAIL. - THE ENDS OF BRASS TUBE SHALL BE COVERED WITH ALUMINUM FOIL. 5 - -- a G.0
<br /> PERMITS TO BE SECURED BY ULTRAMAR AND SUPPLIED TO CONTRACTOR. THE PLASTIC END CAPS, AND FINALLY 'WRAPPED WITH A SUITABLE TOTAL CONTAINMENT
<br /> CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT TAPE' 3" DIA SUMP PENETRATION BOOTS FOR
<br /> 19. ALL CONDUIT IS TO BE 3/4" (MINIMUM) RIGID CONDUIT. CONDITIONS. ADDITIONAL PERMITTING WORK BY THE CONTRACTOR TO BE - THE SAMPLE SHALL BE IMMEDIATELY PLACED ON ICE, OR DRY ICE, 8 PIPING, TOTAL CONTAINMENT U GC.
<br /> T & M + 159 ON ALL FEES PAID (RECEIPTS REQUIRED.) FOR TRANSPORT TO A LABORATORY. AGAIN, FORMAL -
<br /> 20. INSTALL MONITORING SYSTEM WITH LIQUID SENSORS IN EACH TANK ANNULAR CHAIN-OF CUSTODY RECORDS SHALL BE MAINTAINED AND SUBMITTED 2 4"a3 VAPOR RECOVERY TWO POINT ADAPTOR _
<br /> SPACE AND IN SUMPS. INSTALL MONITOR CONTROL PANEL IN EXISTING 10. GENERAL CONTRACTOR SHALL VISIT SITE AND FAMILIARIZE HIMSELF- OF ALL FOR EACH SAMPLE. _ OPW #16n AV-1620 - U GC
<br /> BUILDING AS DIRECTED BY OWNER. EXISTING CONDITIONS PRIOR TO SUBMITTING HIS BID.
<br /> IF THE BOTTOM OF THE TANK IS BELOW THE GROUNDWATER TABLE, THEN SOIL 2 4" VAPOR RETURN TOP SEAL. CAP
<br /> 21. INSTALL NEW CONCRETE TANK MAT AND OTHER CONCRETE AS INDICATED ON SITE it. GENERAL CONTRACTOR SHALL PROTECT ALL EXISTING FACILITIES PL REMAIN SAMPLES ARE NOT REQUIRED. IN THIS CASE, A WATER SAMPLE SHALL BE OPW #1711 -T-7085 U G.C.
<br /> UNLESS NOTED OTHERWISE. AR REPRESS SHALL REPAIR OR REPLACE ES THE
<br /> PLAN. CONCRETE TO BE INSTALLED ACCORDING TO ULTRAMAR CONCRETE COLLECTED AS SOON AS POSSIBLE FROM THE SURFACE OF THE GROUNDWATER IN I COMPLETE HIRT UNIT PACKAGE U G.C.
<br /> SATISFACTION OF THE ULTRAMAR REPRESENTATIVE ANY EXISTING FACILITIES
<br /> TANK
<br /> SPECIFICATIONS. DRIVE SLAT TO SE 6" THICK. 'HAT ARE DAMAGED BY THE CONTRACTOR'S OPERATIONS. 1 ') aA1Y THE EXCAVATION A CHECK SHALL INITIALLY' BE MADE FOR ANY FREE
<br /> CONTA NLAS POUNDS B IS TO E08 TAMP KBI ACKEPERECUBIC YARD PLAN AND DETUISESDAy9 8084 CRETE TO 1 - a7}t T':11�t_IQ� FLOATING PRODUCT IF NO FLOATING PRODUCT IS DETECTED, THEN A WATER 4 BRAVO FACTORY INSTALLED FITTINGS VAPOR U G.C.
<br /> 72 ALL EXCAVATIONS SHALL BE PERFORMED IN COMPLIANCE WITH OSHA AND STATE t{ ,,,
<br /> SAMPLE SHALL N TAKEN WITH A DEVICE DESIGNED M REDUCE THE LOSS OF 4 BRAVO FACTORY INSTALLED FITTINGS ELECTRIC U GG
<br /> REGULATIONS. THE CONTRACTOR IS REFERRED TO THE OSHA BOOKLET, a r.ISI "AGC VOLATILE COMPONENTS. A BAILER IS A SUITABLE SAMPLING DEVICE. THE - -
<br /> -�"Qa WATER SAMPLE SHALL BE IMMEDIATELY POURED INTO A VOLATILE ORGANIC 4 2" 0 FLEXIBLE PIPE CONNECTORS U 6C
<br /> 22 INSTALL NEW GILBARCO MPD DISPENSERS AND CONSOLE AS INDICATED ON SITE EXCAVATING AND TRENCHING OPERATIGNJ FOR A SAFE WORK PRACTICES GUIDE 1 C!t 3 CJ1 SANALYSI
<br /> PLAN AND DESCRIBED IN THE EQUIPMENT LIST. FOR PERFORMING EXCAVATION WORK. a, �� SEPTUMS SHALL) BE USf_DWITH
<br /> TOSSLFAL LTHS VIAL POSSIBLE A TEFLON
<br /> AGITATION AS P0 ; .
<br /> ``r%i !^I_ 2 BALL FUJA TS U G
<br /> 13 UPON COMPLETION OF PROJECT, CONTRACTOR SHALL PROVIDE ULTRAMAR WITH AS _ 1 SHIELDED CABLE & D-BOX U G.C.
<br /> HALL BE ANALYZED FOR TOTAL HYDROCARBONS BY
<br /> BUILT" DRAWINGS OF ALL ITEMS INSTALLED BY SAME. "AS GUILTS" SHALL BE 1 �;,,) SOIL AND WATER SAMPLES S i AIRSERVE AIR/WATER UNIT _ _ U (1
<br /> 23 AFTER THE TANK SLAB IS POURED THE CONTRACTOR SHALL REAPPLY VACUUM TO1 THE METHODS OUTLINED IN GUIDELINES FOR ADDRESSING FUEL LEAKS. --- -----
<br /> THE TANK ANNULAR SPACE AND SHALL MAKE ARRANGEMENTS FOR THE ULTRAMAR COMPLETEDOON-SITE WITH INFORMATION NOTED DIRECTLY ON APPROVED JOB y1««; Sea nar11alk5 CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, SAN FRANCISCO BAY I AREA LIGHT 14 POLE /DOUBLE. LIGHT FIXTURE
<br /> ENGINEER TO WITNESS IT. REGION - SEPTEMBER 7985:• -
<br /> 1 i 4Po1`4i4a 40OW 'XL" _
<br /> 14. CONTRACTOR SHALL PROVIDE A WORK SCHEDULE TO ULTRAMAR 'BEFORE BEGINNING ��rr IY�J - AREA ' _HT 14 POLE w SINGLE. LIGH1 FIXTURE
<br /> VORK. 'y,4.r, �1Tr LOAD 'TANKS ON HIGHWAY CARRIER WITH PRESSURE RELIEF HOLE UP ON SAME q - - / --- U G.C.
<br /> „____ -- DAY' AS REMOVAL UNLESS THE TANKS HAVE BEEN TRIPLE RINSED, THE 400W 'XL"
<br /> - "-""''- " ' �_.,. CARRIER MUST BE A LICENCED WASTE HAULER AND MANIFESTS MUST ACCOMPANY 10 CANOPI LIGHTS, L51 DAKOTA A_S_400 SMH -MT U G.0
<br /> I5. CONTRACTOR SHALL PROVIDE A UST OF SUB-CONTRACTORS, IF ANY, WHO WILL _-__..-- -- ----- _ THE TANK'S
<br /> BE USED ON THE PROJECT - ----
<br /> .�/ --^_�_ 8 BOOTLESS NOZZLE _HI VAC WHIP HOSE, _
<br /> 16. CONTRACTOR SHALL COORDINATE ALL INSPECTIONS AND APPROVALS AND OBTAIN, �T��2 ^� 7- EA H EREAe AWAYS AND HI VAC COAX HOSE U GC
<br /> AT THE COMPLETION OF THE PROJECT, ALL CERTIFICATES REQUIRED TO RUN THE xfnnd3 only YO that FACILITY
<br /> 1 „ F # 1 USED GILBA4l.T CONSOLE PROVIDED B? ULTRAMAR U GC
<br /> c;C hBreun but
<br /> - - - ------ --
<br /> .. ny TIF IGsion
<br /> 1 .11 Qt FOd1Ull'0FDw1L3 Of 0lEltl3 laws or
<br /> ()fulnanCUS.
<br /> Ultrarnar
<br /> 401 W. Kettleman Lane and South Lee
<br /> Lodl, CA
<br /> LIRAWIN, ISSUED I-)' ,ATE APPROVED
<br /> A&s uLTaMa REVISIONS
<br /> OL niPMAR ENIINF.E:R N0. DATE 6" COMMENTS , t r � a r
<br /> 1
<br /> 6/17/97 1 -ISSUED FOR BLD -
<br /> 2 8 75 97 J.P. GENERAL REVISIONS. - N
<br /> 08, 97 S.T. ISSUED FOR 9I1 525 WEST THIRD STREET, HANFORD CALIFORNIA 93230
<br /> PLA""'"` _ SCOPE OF WORK
<br /> PERMIT
<br /> PLANS PREPARED By KETTLEMAN LANE & SOUTH LEE AVE.
<br /> BID GOO ROOT DOCUMENT A "+" S ENGINEERING LODI, CALIFORNIA
<br /> CONTRACTOR TO CONTACT NOT FOR (ONACT DOU MEN �` 1
<br /> UNDERGROUND SERVICE ALERT GONSiRUOnON PLANNING,' "ENGINEERING CONST
<br /> RUSTION MANAGEMENT SCALE; N(,NE
<br /> a
<br /> 1-800-422-4133 DO NOT USE FOR CONST 237 WEST ALAMEDA AVENUE SUITE 203 DATE: 1 ��97 -.
<br /> CALL. USA/SC
<br /> UNLESS BOTH s1G. ARE 1N HAND C'�1Ci `; t
<br /> FOR UNDERGROUND LOCATING ZT BURBANK. CALIFORNIA 91502
<br /> - 2 WORKING DAYS BEFORE YOU GIG RECORD DRAWING PHONE: 818-842-3644 FAX 818-842-3750 DAN. BY J CAPMONA DRAWING f L- 1
<br /> CHKD. BY: SHEET 2- OF rod
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