z
<br /> CAUTION! POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL GROUND WATER LEVEL NOTE' Z GENERAL NOTES
<br /> UTILITY CONTACTS FIELD VERIFY ALL EXISTING AND NEW UTILITIES PR10R TO BRy
<br /> POWER SERVICE: CONSTRUCTION. SEE UTILITY CONFLICT NOTE m PIPING LEGEND - 2" FLEXIBLE DOUBLE WALL PRODUCT PIPING IN 4" GEODUCT m
<br /> THE EXISTING WATER, STORM, AND SANITARY SEWER SERVICE SHOWN IS A SOILS REPORT OF THIS SITE LOCATION HAS REVEALED THAT
<br /> PG & E APPROXIMATE, BASED ON FIELD SURVEYS AND "AS-BUILT" RECORDS. GROUNDWATER WAS ENCOUNTERED BETWEEN 5.6 AND 11 .0 FEET o�O A o % 2" OR 3" F.G. DOUBLE WALL FIBERGLASS VAPOR RECOVERY PIPING _
<br /> CONTACT: THE GENERAL CONTRACTOR SHALL "POTHOLE THE EXISTING UTILITIES BELOW THE GROUND SURFACE. TANKS SHALL BE INSTALLED WITH O - -- --- ----- - -- 3" DOUBLE WALL FIBERGLASS VENT PIPING CA
<br /> CHRIS GALLAS TO VERIFY THE DIAMETER AND LOCATION (INCL. ELEVATIONS) PRIOR TO CONCRETE DEADMEN AND FILTER FABRIC PER MANUFACTURERS' GRANT LINE RD
<br /> ' '�' -c - - EXISTING UNDERGROUND UTILITIES
<br /> CONSTRUCTION. ANY DISCREPANCIES IN THE LOCATION OF THE GUIDELINES. TANK EXCAVATIONS SHALL BE PER OSHA REQUIREMENTS PROJECT LOCATION (WATER, GAS, TELEPHONE , SEWER) 7= _
<br /> (209) 942-1618 EXISTING PIPE OR INCOMPATIBILITY OF THE DESIGN SHALL BE AND BE PERFORMED FOLLOWING THE RECOMMENDATIONS OF THE 209 CL
<br /> BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNERS REPRESENTATIVE, SOILS REPORT. TANKS EXCAVATIONS THAT REQUIRE SHORING SHALL W. 11TH S T T ACY OA = 30" DEEP DISPENSER SUMP CUT 10" OB = 30" DEEP DISPENSER SUMP CUT 6" Q
<br /> TELEPHONE SERVICE: AND BARGHAUSEN CONSULTING ENGINEERS (425-251 -6222). BE ENGINEERED AND PERMITTED SEPARATELY AND SHALL BE THE SITE " O = 30" DEEP DISPENSER SUMP CUT 4„ m C) O� <
<br /> Q Lal
<br /> NOTE: SUMPS FOR FUTURE ISLANDS ARE NOT INSTALLED AT THIS TIME BUT ARE ACCOUNTED FOR IN THE Z W
<br /> RESPONSIBILITY OF THE Z
<br /> E INSTALLING CONTRACTOR. a \ ° U
<br /> m �•�y o f
<br /> CONTACT: V I ILI I 1 CONFLICT NOTE J DESIGN. THE SUMP SIZES AND CUTS SHOWN HERE ARE FOR THE PROPER MAINTAINING OF THE PRODUCT
<br /> PACIFIC BELL
<br /> / PIPING SLOPE BACK TO TANKS AND ARE BASED ON FUTURE TOP OF ISLAND GRADES, CURRENT ISLAND Q Z �" Z
<br /> JIM JELLEY SOILS REPORT BY: _ / -� INSTALLATION DESIGN GRADES AND ASSUME PENETRATIONS TO BE AT THE CENTERLINE OF USABLE SUMP N Ne : U J
<br /> (2Ds) 474-411 D CAUTIONI -�
<br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH KLEINFELDER, INC. PENETRATION AREAS. CONTRACTOR ASSUMES TORRESIS PERMY TO ASSURE THAT THE OPERABLE SYSTEM
<br /> OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS LO NOT , POTHOLING THE 2825 E. MYRTLE STREET 0 �� MEETS THE DESIGN INTENT AND THE CONTRACTOR IS PERMMITED TO ADJUST SIZES AND CUTS BASED ON Q �
<br /> OF ALL AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR' TO CONSTRUCTION. STOCKTON, CA 95205 NOT TO SCALE NOT TO SCALE ACTUAL FIELD CONDITIONS AND INSTALLATION TECHNIQUES. <
<br /> THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-907-278-3121 AND THEN POTHOLING (2pg) g4g-1345 PRODUCT, VAPOR AND VENT PIPING IS TO SLOPE TOWARD TANK
<br /> ALL OF THE EXISTING UTILITIES TI LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY GARY N. GULSETH, G.E. N0. 2283 1/8" PER FOOT MINIMUM. SIPHON PIPING TO SLOPE 1/4-INCH PER FOOT. (, O
<br /> VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN, ON THESE REPORT N0. 20-0004X, AUGUST 1 , 2001 VICINITY MAP LOCATOR MAP s SECONDARY CONTAINMENT PIPING IS SHOWN BY NOTE ONLY, Z O
<br /> PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. NOT GRAPHICALLY, ALL PRODUCT, VENT AND VAPOR RECOVERY PIPING IN BE DOUBLE 0 U
<br /> IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONTAINMENT PIPE. PRODUCT PIPING TO BE ROUTED IN TERTIARY CONTAINMENT DUCT. g
<br /> CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH N V
<br /> CONSTRUCTION.
<br /> TANK AND PIPING INSTALLATION NOTES w
<br /> N
<br /> INSTALLTHREE (3) 20,000 GALLON FLUID CONTAINMENT DOUBLE WALL FIBERGLASS TANKS WITH HYDROSTATIC ANNULAR SPACE
<br /> MONITORED BY "VEEDER ROOT" TLS-350 TANK AND PIPING MONITORING AND ALARM SYSTEM. TANKS TO BE SET MIN. 50" o
<br /> BELOW FINISH GRADE. SEE DWG. T-2 FOR ADDITIONAL INFORMATION. SEE SHEET T-3 FOR TANK INSTALLATION REQUIREMENTS. _P
<br /> REFER TO TANK INSTALLATION PER MANUFACTURER'S INSTRUCTIONS. ALL TANK SUMPS TO BE EQUIPPED WITH AUTOMATIC FIRE a o
<br /> SUPPRESSION DEVICES. - z
<br /> INSTALL A 7" MIN. REINFORCED CONCRETE SLAB OVER TANKS. SURFACE WATER SHALL BE DIVERTED AWAY FROM EACH
<br /> MANHOLE BY FORMING A CONCRETE CROWN WITH A 2" DROP IN 24" FROM THE EDGE OF THE MANHOLE RING TO THE
<br /> SURROUNDING SLAB ELEVATION. SEE CIVIL DRAWINGS FOR INSTALLATION DETAILS,
<br /> 0 INSTALL THREE (3) 4" DUAL POINT FILL ADAPTERS AND CAPS. SEE DETAIL D ON SHEET T-2.
<br /> ® INSTALL THREE (3) 3" DUAL POINT STAGE I VAPOR RECOVERY ADAPTERS AND CAPS. SEE DETAIL D ON SHEET T-2.
<br /> O INSTALL ONE (1) F.E. PETRO IST 2 HP VARIABLE SPEED TURBINES IN THE PRIMARY 20,000 GALLON 87 OCTANE UNLEADED
<br /> TANK (TANK #1). INSTALL ONE (1) F.E. PETRO IST 2 HP VARIABLE SPEED TURBINES IN THE SECONDARY 20,000 GALLON 87
<br /> OCTANE UNLEADED TANK (TANK #2). THE TWO UNLEADED TURBINES SHALL SERVE SEPARATE HALVES OF THE STATION AS
<br /> SHOWN. THE SECONDARY 20,000 GALLON 87 OCTANE UNLEADED TANK (TANK #2), SHALL BE SIPHONED TO THE PRIMARY
<br /> USING TANK #1 TURBINE SIPHON CHECK VALVE PORT. TANK #1 TURBINE AND TANK #2 TURBINE SHALL BE CROSS CONNECTED
<br /> BY PRODUCT PIPING IN THE NORMALLY CLOSED POSITION. THIS ALLOWS A SINGLE UNLEADED TURBINE TO SERVE BOTH HALVES
<br /> OF THE STATION IN THE EVENT OF A TURBINE FAILURE. SEE DETAIL A, ON SHEET T-4, INSTALL ONE (1) F.E. PETRO IST 2 HP
<br /> VARIABLE SPEED TURBINE IN THE 20,000 GALLON 92 OCTANE UNLEADED PREMIUM TANK (TANK #3) IN THE OFFSET POSITION.
<br /> THE 92 OCTANE TURBINES SHALL SERVE BOTH HALVES OF THE STATION. SEE DETAIL B, ON SHEET T-4. SET EACH TURBINE
<br /> INTAKE AT 6" FROM BOTTOM OF TANKS. INSTALL TURBINE INTAKE FILTER SCREENS ON EACH TURBINE. IDENTIFY WITH A BRASS
<br /> LABEL THE DISPENSERS SERVED BY EACH PRODUCT PIPE WHERE IT PENETRATES THE TURBINE SUMP. CONTRACTOR IS TO
<br /> LABEL TURBINES AND CONTROLLERS AS TO WHICH SIDE OF THE STATION THEY SERVE. GREEN CONTROLLER LIGHTS ARE TO GO
<br /> OUT WHEN TURBINES ARE OFF OR LOSE POWER. TURBINES TO BE EQUIPPED WITH 3 GPH MECHANICAL LINE LEAK DETECTORS
<br /> AND LEAK DETECTORS ARE TO BE TESTED FOR THE 3 GPH LEAK DETECTION PRIOR TO START UP. CONTRACTOR TO PROVIDE
<br /> TEST DATA AT THE TIME OF PUNCH LIST INSPECTION AND SHALL BE INCLUDED IN CLOSE OUT BINDER.
<br /> _ (a) INSTALL 3" INSIDE 4" DOUBLE WALL FRP STAGE II VAPOR RECOVERY HEADER FOR ASSISTED VAPOR RECOVERY SYSTEM. SLOPE
<br /> 1/8" PER FOOT MINIMUM TO TANKS. INSTALL 3" TO 2" REDUCING TEES FOR PRIMARY INSIDE DISPENSER SUMP WHERE .
<br /> HEADERS BRANCH TO DISPENSERS. SEE DETAIL H ON SHEET T-4. SEE DETAIL A ON SHEET T-5. TESTING OF VAPOR LINES
<br /> SHALL BE PREFORMED PRIOR TO BACKFILL, PRIOR TO PAVING AND BEFORE STATION OPERATION.
<br /> INSTALL FOUR (4) 2 "ENVIRON GEOFLEX-D" FLEXIBLE DOUBLE WALL GASOLINE SUPPLY PIPE INSIDE 4" GEODUCT CONDUIT.
<br /> _ PIPING SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. GEOFLEX-D PIPING WITHIN GEODUCT _j V CJ
<br /> SHALL BE INSTALLED WITH A SLOPE OF 1/8" PER FOOT FROM THE FURTHEST DISPENSER SUMP DOWN TO THE TURBINE SUMPS
<br /> Q W 00
<br /> AND SHALL CONSIST OF CONTINUOUS RUNS BETWEEN SUMPS. TURBINE SUMPS SHALL BE EQUIPPED WITH LIQUID LEAK MONITOR
<br /> SENSORS AND WIRED FOR TURBINE SHUTDOWN.. FILL/VR SUMPS SHALL BE EQUIPED WITH LIQUID LEAK MONITOR SENSORS AND W � 0)
<br /> FILL, STAGE I & II3 4 13 WIRED FOR AUDIBLE ALARM.
<br /> VAPOR RETURN (TYP.) 15 1g (a) WIRED
<br /> "VEEDER ROOT" TANK AND UNE ALARM CONTROL PANEL MODEL # TLS-350 IN EQUIPMENT ENCLOSURE BUILDING. SEE O w Q
<br /> LEVEL GAUGE3)14 A ELECTRICAL DRAWINGS FOR EXACT LOCATION. = W
<br /> (TYP. OF
<br /> T-3 ® INSTALL ONE (1) 3" INSIDE 4" DOUBLE WALL FIBERGLASS VENT LINE. SLOPE 1/4" PER FOOT MINIMUM TO LOW POINT OF Q =
<br /> TURBINE 5 11 VENT/VAPOR SYSTEM AS SHOWN. ® 1 Q
<br /> (TYP. OF 6) -� 10 TERMINATION POINT OF TANK VENT TO BE A MINIMUM OF 12' ABOVE GRADE AND NOT WITHIN 5' FROM ANY BUILDING OPENING - - 0
<br /> 30" MANWAY 1 12. (TYP. OF 3) OR PROPERTY LINE THAT CAN BE BUILT UPON. VENT RISERS SHALL BE INSTALLED IN ACCORDANCE WITH UNIFORM FIRE CODE (U" 0) <
<br /> ^� (TVP. 3 PLCS.) I REQUIREMENTS. SEE SECTION D ON SHEET T-4. INSTALL ONE (1) 3/4" CONDUIT W/ PULL. ROPE FROM VENT RISER TO Q
<br /> \ I EQUIPMENT ENCLOSURE FOR FOR FUTURE TANK DIAGNOSTIC REQUIREMENTS ® � co
<br /> 'ANN
<br /> (92 OCTANE) 1 11 INSTALL FOUR (4) 3/4" CONDUITS FOR SUBMERSIBLE PUMP POWER AS FOLLOWS: ONE (1) CONDUIT AT TURBINE SUMP #1 0
<br /> B B 2QWDCAll0.4 I DE (UNLEADED), ONE (1) AT TURBINE SUMP #2 (UNLEADED), TWO (2) AT TURBINE SUMP #3 (PREMIUM/FUTURE).
<br /> T-2 T-4 T-2 T-4 12 INSTALL THREE (3) SINGLE FLOAT ANNULAR SPACE HYDROSTATIC MONITORING SENSORS. SEE DETAIL 2 ON SHEET T-2.
<br /> \ O I 13 INSTALDRAWIGSATL2FANDTTVA4LVE EXTRACTOR ASSEMBLIES FOR VENT & .STAGE II VAPOR RECOVERY. SEE DETAILS AND SECTIONS ON
<br /> PRODUCT MANIFOLD
<br /> CROSS CONNECTION 1ANKP O I I _ - 14 INSTALL .1 GPH MAG PROBE TANK LEVEL GAUGES AT LOCATIONS SHOWN. SEE DETAILS AND SECTION ON DRAWINGS T-2 AND T-4.
<br /> - (NORMALLY CLOSED) X� T 1 ODO =POINT (a) TANKS SHALL BE PROPERLY MARKED AND TAGGED WITH STANDARD API IDENTIFICATION MARKINGS AND BRASS TAGS AT FILL 0
<br /> 2" INSIDE 3" FRP T6 I MANHOLES. REFER TO DETAIL D, SHEET T-2. LL
<br /> \ ACTIVE SIPHON
<br /> � I 16 INSTALL 2" INSIDE 3" DOUBLE WALL FIBERGLASS ACTIVESIPHON BETWEEN 87 OCTANE TANKS AS SHOWN. SLOPE 1/4" PER
<br /> A FOOT UP TOPRIMARYTANK (TANK #1). SEE DETAILS #1 & -#2 ON SHEET T-4.
<br /> T-4 T-2 1PNK�1 " O I g 1 4" PER FT. 17 INSTALL SIX (6) MARCONI ENCORE-300 SERIES, SINGLE HOSE PER SIDE, BLENDING MULTI-PRODUCT DISPENSERS AS SHOWN.
<br /> (87OCTANO 3' INSIDE 4" DISPENSERS TO BE FITTED WITH VAPOR ASSIST STAGE II HOSES AND NOZZLES, BREAKAWAY VALVES AND UNDER DISPENSER
<br /> 2 20®9DGALLON I D CONTAINMENT INCLUDING PRODUCT AND VAPOR SHEAR VALVES, MONITORING SENSORS AND AUTOMATIC SNUFFERS. SEE SHEET
<br /> T_2 T-4 10 (1) 3" DIA. BLACK STEEL T-5 FOR TYPICAL INSTALLATION DETAILS. START UP BY AUTHORIZED SERVICE CONTRACTOR. GENERAL CONTRACTOR TO PURGE -
<br /> VENT RISER CORROSION LINES WITH 200 GALLONS PER HOSE/NOZZLE MINIMUM. ANY AIR POCKETS OR START UP PROBLEMS DUE TO IMPROPER
<br /> _ PROTECTED TO GRADE. INSTALLATION OR INCORRECT WIRING THAT DESTROYS ELECTRONICS WILL BE BILLED BACK TO THE CONTRACTOR. AFTER
<br /> I I PAINT WHITE TO MATCH PURGING THE PRODUCT LINES OF AIR AND BEFORE THE A/L TESTING, CONTRACTOR IS TO REPLACE THE FACTORY INSTALLED
<br /> - - _ 2 L SITE CONDITIONS GASOLINE FILTERS WITH THE COSTCO SUPPLIED FILTERS. -
<br /> �� 3" INSIDE 4" 18 FILL AND STAGE I VAPOR RECOVERY RISERS SHALL BE GROUNDED TO PREVENT STATIC DISCHARGE DURING FILLING
<br /> 6 8 OPERATIONS. -
<br /> VEEDER ROOT 19 ALL NEW PIPING AND TANKS TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS.
<br /> ALARM MONITOR CONTRACTOR SHALL USE FLEXIBLE CONNECTORS FROM THE TANK SUMP TO THE VAPOR RECOVERY MANIFOLD.
<br /> SYSTEM
<br /> 20 THE OWNER'S REAL ESTATE DEPARTMENT WILL IDENTIFY THE UST AGENCY HAVING JURISDICTION, ALL INITIAL DELIVERY
<br /> 20 7 REQUIREMENTS AND FORMS AND SEND TO CONSULTING ENGINEER (MULVANNYG2 PM) FOR DISTRIBUTION AND SIGNATURES,
<br /> 2" INSIDE 4" CONSULTING ENGINEER (MULVANNYG2 PM) SHALL SECURE THE OWNER'S AND INSTALLER'S SIGNATURES AND DISTRIBUTE FORMS
<br /> CONTROLLER TO THE REAL ESTATE DEPARTMENT, THE OWNER'S GASOLINE BUYING DEPARTMENT, THE GENERAL CONTRACTOR AND THE UST
<br /> D TERMINATING SUMP G ENCLOSURE AGENCY HAVING JURISDICTION. REQUIRED FORMS TYPICALLY INCLUDE, BUT ARE NOT LIMITED TO UST REGISTRATION, UST s
<br /> T-5 NOTIFICATION AND UST CERTIFICATION. ALL AHJ INITIAL DELIVERY REQUIREMENTS SHALL BE SATISFIED AND WRITTEN
<br /> T-4 DOCUMENTATION SENT TO THE OWNER'S GASOLINE BUYING GROUP/DEPT. PRIOR 70 ORDERING GASOLINE: GASOLINE DELIVERY = z.
<br /> (TYP. OF 2) AND ALL TANK TESTING SHALL BE COMPLETE PRIOR TO OPENING.
<br /> INSTALL EMERGENCY PUMP
<br /> SHUTOFF SWITCH PER UFC - c
<br /> 1/8" PER FT. 1/8" PER Ff. I I REQUIREMENTS - COMPLIANCE NOTES yl NI �I
<br /> SUPPORT
<br /> N g 5 �+ (TYP.) 1. ARCHITECTURAL AND CIVIL DRAWINGS SHALL TAKE PRECEDENCE FOR REFERENCING ALL DIMENSIONS, PROPERTY LINES,
<br /> ❑ w
<br /> w __ w ELEVATIONS AND EQUIPMENT LOCATIONS
<br /> INSTALL EMERGENCY\ PUMP O N 6 O 6 O a-i SHUTOFF SWITCH PER I 2. ALL DIMENSIONS AND CONDITIONS SHALL BE CHECKED AND VERIFIED IN THE FIELD BEFORE STARTING ANY WORK. ANY
<br /> UFC REQUIREMENTS 3" INSIDE 4" 3" INSIDE 4" I I a DISCREPANCY SHALL BE CALLED TO THE ATTENTION OF THE OWNERS ENGINEER FOR HIS DECISION BEFORE PROCEEDING WITH
<br /> O 20 20 O THE WORK.
<br /> '-O"
<br /> 7 �, 7 I �� 3. GENERAL CONTRACTOR SHALL OBTAIN NECESSARY PERMIT FROM APPLICABLE AGENCIES FOR EXCAVATIONS OF TRENCHES 5
<br /> I 2" INSIDE 4" 2" INSIDE 4" N OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND. _ FS >
<br /> 1/8" PER FT. "' 1/8" PER FT. z
<br /> w B o
<br /> O ❑o O ❑ o ❑° I 4. AN UNAUTHORIZED RELEASE RESPONSE PLAN MUST BE SUBMITTED AND APPROVED BY GOVERNING AGENCY PRIOR TO TANK O
<br /> N 1/8" PER FT. N / " N OPERATIONS.
<br /> 1 8 PER FT. v.
<br /> 5. ALL MATERIALS SHALL BE COMPATIBLE WITH USE FOR THE INTENDED PURPOSE AS PER NATIONALLY RECOGNIZED CODES, LOCAL z a
<br /> 4 3 CODES AND GOVERNING AUTHORITIES. j cV cel N
<br /> z
<br /> L- - - • °1 - - - - - e 7 - - - - - - - - - �( 6. THE UNDERGROUND STORAGE TANK SYSTEM SHALL BE COMPATIBLE WITH THE PRODUCT STORED. Gro CJ ro z of
<br /> 7. ALL CONTINUOUS MONITORING DEVICES SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. - 04 rn I I w
<br /> 04
<br /> - - � GILBARCO/MARCONI SINGLE HOSE 8. GENERAL CONTRACTOR IS TYPICALLY REQUIRED TO PROVIDE 72 HOUR NOTIFICATION TO GOVERNING AGENCY PRIOR TO TANK
<br /> l 3 civ N 0Z
<br /> bD H INSTALLATION. z
<br /> PER SIDE, 2 PRODUCT MPD (TVP.) 6 cq F `n `n w >w
<br /> P T-4 9. TANK SYSTEM TO BE INSPECTED BY OWNER'S THIRD PARTY INSPECTOR & GOVERNING AGENCY AT FOUR (4) 00
<br /> 00 LLJ
<br /> Z N N w o
<br /> A 8 C E F
<br /> T-5 T-5 T-5 T-5 T-5 - _ SEPARATE CONSTRUCTION PHASES AS REQUIRED:
<br /> A. TANK AIR TEST BEFORE SETTING IN HOLE AND SOAP TEST. `_`
<br /> (TYP. OF 6) - B. TANK AND PRIMARY PIPING HYDROSTATICALLY OR PNEUMATICALLY TESTED FOR 30 MINUTES. rr-wV`_ m 'OHi.
<br /> C. INSPECTION OF ALL SECONDARY CONTAINMENT, INCLUDING TESTING, IN ACCORDANCE WITH 61
<br /> JJ +0
<br /> - MANUFACTURER'S GUIDELINES.
<br /> D. FINAL INSPECTION INCLUDING ALL PORTIONS OF THE LEAK DETECTION SYSTEM. r
<br /> 10. ALL TANK SUMPS AND UNDER DISPENSER CONTAINMENT SUMPS SHALL BE HYDROSTATICALLY TESTED (LAKE TEST) WITH = i
<br /> STANDING WATER TO TOP OF REDUCING COLLAR FOR A PERIOD OF 24 HOURS TO INSURE THAT THE SUMPS ARE WATERTIGHT. V 2
<br /> MALM 11. TANK SYSTEM, LEAK DETECTORS AND MONITORING SYSTEM INTEGRITY TESTS FORWARDED AND APPROVED BY GOVERNING V �•
<br /> Q�OP •.SAo 0 `
<br /> MM~'�
<br /> AGENCY PRIOR TANK SYSTEM BEING PLACED OPERATION. a C
<br /> 10b
<br /> 12. PAYMENT OF ALL APPLICABLE UST OPERATING FEES SHAA LL BE SUBMITTED TO THE GOVERNING JURISDICTION �Off' . //N�
<br /> WITHIN 30 DAYS OF THE FINAL INSPECTION. " �cc / CO 4�f6 Z m
<br /> Call Toll Free 13. EVIDENCE OF FINANCIAL RESPONSIBILITY SHALL BE SUBMITTED TO GOVERNING AGENCY.
<br /> (800) 642-2444
<br /> SCALE 1= 19 TWO 14. THE INTEGRITY TEST METHOD OR DEVICE SHALL TEST THE ENTIRE TANK AND BE THIRD PARTY CERTIFIED TO MEET REQUIRED Lo
<br /> O
<br /> UNDERGROUND TANK AND PIPING SITE PLAN 0 5 10 20 BEFORE YOU PERFORMANCE STAEST MES. THE INTEGRITY OF THE TANK SHALL BE CONFIRMED PRIOR TO PLACING THE TANK INTO TIRE . 0 m T
<br /> E O
<br /> BEFORE YOU IF AN UNDERFILL TEST METHOD IS USED, THE ULLAGE SPACE MUST ALSO BE TESTED AT THE SAME TIME AND THE ENTIRE ' '' OFC �� a
<br /> OIG TANK FOUND TO BE LEAK-FREE. T"
<br />
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