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INSTALL_2004
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INSTALL_2004
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Last modified
3/11/2021 1:06:52 PM
Creation date
11/8/2018 10:22:00 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
2004
RECORD_ID
PR0518624
PE
2371
FACILITY_ID
FA0024496
FACILITY_NAME
Costco Wholesale #38 (Gas Station)
STREET_NUMBER
1630
Direction
E
STREET_NAME
HAMMER
STREET_TYPE
Ln
City
Stockton
Zip
95210
APN
09428011
CURRENT_STATUS
01
SITE_LOCATION
1630 E Hammer Ln
QC Status
Approved
Supplemental fields
FilePath
\MIGRATIONS3\H\HAMMER\1630\PR0518624\2004 INSTALL.PDF
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EHD - Public
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48" FIBERGLASS 4 SUMP SENSOR w <br /> CONTAINMENT SUMP 19 (SEE NOTE #3) OD <br /> EXPLOSION PROOF JUNCTION 17 J41- <br /> BOX (SEE NOTE #7) 3" NIPPLE SCH 40 z w g Q W <br /> EXPLOSION PROOF 17 �,. _ \ __\ SCH. 40 CARBON STEEL, BACK a W O <br /> JUNCTION BOX / 1 " FLEXIBLE ` _- ® Q N =� <br /> (SEE NOTE #7) 22 3" ELBOW 90' THREADED 150# z o <br /> DOUBLE ENTRYZ Lo <br /> \ M.I., BLACK (TYP. OF 2) o <br /> 1" RIGID CONDUIT � W Q W <br /> � �OT�-� ' W <br /> (SEE NOTE #7) 17 PRODUGT 8 ! J , 3/4" RIGID CONDUIT n Q W <br /> MARKER I < _I J Q Z <br /> i \ rl° 8 (SEE NOTE #7) J _ <br /> ow n ELQz0 _J <br /> 3/4„ FLEXIBLEZz Q UQ <br /> DOUBLE ENTRY BOOT g a Q W o <br /> SINGLE FLOAT 31 P \ L 55 SUMP FLAME 4 (.0 <br /> HYDROSTATIC SENSOR y ARRESTER r FU <br /> & RISER PIPE CAP " 9 <br /> phi 4"x4"x3"x2" EXTRACTOR CROSS ® 0 <br /> 4" FILL TUBE 11 %�� 14 FITTING & BALL FLOAT VALVE Z 0 <br /> 4" DIA. PVC PIPES, 30 OPENING M 1 N Q <br /> SCH. 40 PVC 3"x18" FLEXIBLE <br /> 27 <br /> 3" THREADED ADAPTER 27 o r <br /> 26 CONNECTOR MALE x UNION <br /> BRINE HYDROSTATIC BELL X MALE F.R.P. k . <br /> RESERVOIR 45 TESTING TUBE <br /> 4"x3" TEST REDUCER 20 M ~ <br /> A4 / 4" FLEXIBLE DOUBLE 21 J 3" FIBERGLASS VAPOR RETURN/VENT <br /> ENTRY BOOT 25 LINE INSIDE 4° FIBERGLASS SECONDARY <br /> CONTAINMENT (SEE NOTES #1 & #2) <br /> T75 NOTE: PIPE ANGLE AT ENTRY BOOT SHALL NOT EXCEED A 15 DEG. ANGLE IN ANY DIRECTION (SEE NOTE #1 ) T-5 <br /> Fill Sump and Hydrostatic Reservoir Plan View (All Tanks) <br /> T-5 SCALE: 1 "= 1 '-0" <br /> WATER TIGHT SUMP ----- ^ - <br /> SWIVEL FILL ADAPTER SHIELD ASSEMBLY (TYP.) <br /> & CAP (TYP.) 10 9 S <br /> SWIVEL VAPOR ADAPTER <br /> MAINTAIN 2 1/2" MIN. 5" MAX. CLEARANCE 5 16 p CAP (TYP.) 4 18" TYP. <br /> BETWEEN TOP OF SPILL BUCKETS AND 7 DUAL POINT FILL - SPILL CONTAINMENT T <br /> TOP OF LID. (SEE NOTE #4) MANHOLE W/ (2) 5 GALLON SPILL BUCKETS L- _ MIN. 'r ---F- 2' CROWN <br /> 8' DIA. MANHOLE 4"x 4" PRODUCT I,D. <br /> 29 HIGHWAY MARKER 8 18 TYP. l <br /> (TYP.) (TYP.) MIN. a N <br /> 2 CROWN #6 V ar F . �fI7 k SEE NOTE to — - J N <br /> 6 <br /> 57< <br /> i a W 0 <br /> Q II TOP OF NIPPLE (TYP.) <br /> SEAL-OFF 17 <br /> Ib 5 <br /> " ABSOLUTE MIN . DISTANCE �_. W <br /> (SEE NOTE #7) 17 TO TOP EDGE OF ,ADAPTER <br /> 0" LG. (OR AS NEEDED) NIPPLE � w <br /> y EXPLOSION PROOF ELECTRICAL w - (BY G.C.) = W <br /> 4" DIA. PVC PIPE, 3D 48 Sump&--: 7 18 SEAL-OFF, 6" ABOVE HIGHEST � Q = <br /> SCH. 40 &I' PENETRATION (TYP. SEE NOTE #7) Q <br /> 2 1 " & 2 4" �' a COUPLER 0 -1 0 <br /> GR O SUMP FLAME ARRESTOR U <br /> GRID CAMPS W/ 'I' _ 55 (BY G.C.) 0 <br /> 1 " RIGID CONDUIT TO 17 j #6 BARE SOLID v (TYP.) I�i O 0 <br /> CONTROLLER ENCLOSURE SUMP 19 4" BLACK IRON RISERS 0 <br /> (SEE NOTE #7) I SENSOR (SEE NOTE #9) 1(O, 4" BLACK IRON RISERS <br /> " 22 �I (BY G.C.) <br /> _ h 18 3/4" RIGID CONDUIT <br /> (SEE NO E ) ... - — <br /> �- <br /> BRINE CAD WELDCAD �� 17 ! <br /> RESERVOIR 3/4" FLEXIBLE DOUBLE(�y � <br /> • <br /> 1 ' ~= 23 ENTRY BOOT QYP.) <br /> r <br /> GROUNDING WIRE. ; jj l _ _ <br /> - - l 1 TANK TOP (TYP.) - <br /> ROUTE TO GROUND ROD <br /> STRAIGHT DROP TUBE 11 L <br /> / 4"x"x3"x3" EXTRACTOR FITTING NOTE: SPILL BOXES SHOULD BE INSTALLED WITH COUPLING AND AND NIPPLE <br /> TERMINATE DROP TUBE MIN. 14 ( ) ADJUSTED INSIDE SPILL BOX TO CORRECT HEIGHT PER MANUFACTURERS Sheet Notes <br /> SING[ E FLOAT 31 4", MAX. 6" ABOVE STRIKER �- 1 INSTALLATION REQUIREMENTS. i - Q <br /> HYDROSTATIC SENSOR PLATE (TYP. SEE NOTE #5) 12 BALL FLOAT VALVE SET @ 95% �, / �\ - �\ -_ W <br /> (TYP.) CAPACITY (TYP.) O i <br /> 1� 1 . - PIPING PENETRATIONS: wV w� <br /> NOTE: THE EQUIPMENT DEPICTED AND LISTED ABOVE IS IN ACCORDANCE WITH CARR ALL PIPING AND CONDUIT PENETRATIONS OF THE TANK SUMPS SHALL BE SEALED WITH DOUBLE BULKHEAD ' <br /> wWAND NOT EXCEED 15' O <br /> ENSURE THE PROPER IN <br /> EXECUTIVE ORDER VR-101 -C FOR STAGE I ENHANCED VAPOR RECOVERY (EVR) N Fill Sump Installation Detail COMPRESSION <br /> SUMP OSNDE NJALLSANGLE MNAND TREBEULFkNT WATER <br /> RSEALED IN U IGIN ANY DIRECTIONGS NSUMPS SHALPING, CONDUIT <br /> TAT D GROUNDS <br /> LY THAT <br /> WITH PENETRATE <br /> ENDING` r W ' <br /> Fill Sump and Hydrostatic Reservoir Section View (All Tanks) T-5 SCALE: 1 "= 1 '-O" WATER FOR A PERIOD OF 24 HOURS TO INSURE THAT THE SUMPS ARE WATERTIGHT. Q Q <br /> 2. - PIPING TESTING: <br /> T-5 SCALE: 1 "= 1 '-0" TESTING OF THE SECONDARY CONTAINMENT PIPING IS REQUIRED. THE SEALING BOOT IN THE SUMP IS TO BE / <br /> INSTALLED WITH THE VALVE TURNED DOWN. AFTER TESTING THE VALVE IS TO BE OPENED TO ALLOW DRAINAGE OF <br /> THE SECONDARY PIPING TO THE SUMP MONITOR PROBE. a o <br /> F.R.P. RISER 3. - SUMP SENSORS: s <br /> TOP SENSOR TO BE MOUNTED AT SIDE OF TANK WHERE PENETRATION INTO SUMP IS MADE AND BELOW LOWEST <br /> F.R.P. RISER TOP r <br /> ONLY) SIDE SIDE 33" ACCESS OPENING 5 REDUCFILLIDR SUMP 4 _ FILLLANDEVAPOR CAPTHEIGHTRTOHGRADESENCE OF HYDROCARBONS. N, <br /> PENETRATION FITTING WITHIN SUMP AREA. MOUNT SENSOR FLUSH TO BOTTOM OF SUMP. ALL TANK SUMP SENSORS <br /> (TURB <br /> FIELD SEALED JOINT. _ _ FIELD SEALED JOINT. _ _ _ - - _-_____ _ �_ THIS DIMENSION IS CRITICAL AND fJUST BE ADHERED TO. CONTRACTOR WILL BE REQUIRED TO REINSTALL AT OWN P " <br /> ADHESIVE (SUPPLIED W/ III SLIP ON FRP I ADHESIVE (SUPPLIED W/ EXPENSE OR WILL BE BACK CHARGED FOR EXPENSE TO CORRECT INCONSISTENCIES. a o 6 o <br /> 2'-9 - L ) - - 5. - DROP TUBE CRITICAL DIMENSION: <br /> KIT SEE NOTE BELOW REDUCER KIT SEE NOTE BELOW <br /> THIS DIMENSION IS CRITICAL AND MUST BE ADHERED TO. CONTRACTOR WILL BE REQUIRED TO REINSTALL AT OWN <br /> ACCESS OPENING EXPENSE OR WILL BE BACK CHARGED FOR EXPENSE TO CORRECT INCONSISTENCIES. " <br /> - - - -- 6. - MANHOLE CROWNS: w -` <br /> SLIP ON SLIP ON 'N ALL MANHOLEOPENINGS ON THE TANK SLAB SHALL BE INSTALLED WITH A 2" CROWN OF CONCRETE TO PREVENT z 5 <br /> 43' ;.D. SLIP ON <br /> RISER - _ _ _ _- O RISER SLIP ON o RUS�ON INTO THE MANHOLE. o z N <br /> - ADHESIVE RISER ADHESIVE _ . _ -48" J.D. __ _,_ _- RISER ~ 7. - U.G. CONDUIT: w r -vvv�wv v x a ¢ o <br /> MINIMAL ADHESIVE, n MINIMAL ADHESIVE, www-MwwIS Q o <br /> (SUPPLIED W/ CONTRACTOR TO INSTALL o (SUPPLIED W/ CONTRACTOR TO INSTALL O ALL U.G. CONDUIT TO SHALL BE RIGID STEEL GALVANIZED (RSG) SCHEDULE 40. CONDUIT MINIMUM BURY DEPTH IS z z w <br /> FLUSH © JOINT FLUSH © JOINT 4 <br /> ` KIT FIBER MESH WRAP AT JOINTS a 24" PER CODE, ALL JUNCTION BOXES SHALL BE CLASS 1 DIV. 2 RATED. ALL ELECTRICAL CONDUIT IN SUMPS ` ' N w 3 z <br /> (SUPPLIED W/ KIT) ) D � (SUPPLIED W/ KIT)FIBER MESH WRAP AT JOINTS KIT) Q o N <br /> COLLAR ON EXTERIOR OF SUMP COLLAR ON EXTERIOR OF SUMP SHALL INCLUDE ASEAL-OFF ENTERING AND LEAVING. SEAL-OFFS SHALL BE INSTALLED 6" MIN. ABOVE HIGHEST J z <br /> CO <br /> BONDED TO BONDED TO PENETRATION IN SUMP. ��- -� - �� �� -� �� rn I [ X w <br /> COLLAR BONDED - ` COLLAR BONDED N <br /> TANK TANK WALL I TANK TANK WALT_ 8, - FI T��A1SOR�RI� GROUNDING: n ¢ 'n Ln z <br /> TO TANK TO TANK FALL OR TILL GROUNDING RISERS DETAILSHALL BE GROUNDED TO PREVENT STATIC DISCHARGE. SEE DETAIL #2 ON SHEET E-6 w j ? <br /> FACTORY FACTORY 9. - MALLEABLE IRON FITTINGS: <br /> LAY-UP LAY-UP ALL MALLEABLE IRON FITTINGS SHALL BE SUPPLIED BY "ANVIL" (FORMALLY "GRINNELL") OR EQUAL i <br /> JOINT DETAILS SPECIFICATIONS AS FOLLOWS: <br /> JOINT DETAILS --- ------ <br /> DIMENSIONS yF, �IAI►�"j.� s�� <br /> � <br /> MATERIAL THREAD PRESSURE RATING J <br /> CONTRACTOR TO ADDITIONALLY GLASS WRAP & LAMINATE AT ` Q <br /> OCONTRACTOR TO ADDITIONALLY GLASS WRAP & (AMINATE AT M.I. FITTINGS <br /> CONNECTION FOLLOWING CURING OF ADHESIVE. SPECIFIC *NOTE: CONNECTION FOLLOWING CURING OF ADHESIVE. SPECIFIC *NOTE: w s <br /> ATTENTION MUST BE GIVEN TO SURFACE PREP AS TESTING CONTRACTOR SHALL BE HELD RESPONSIBLE FOR PROPER ATTENTION MUST BE GIVEN TO SURFACE PREP AS TESTING (TEES, ELBOWS) _ <br /> CONTRACTOR SHALL BE HELD RESPONSIBLE FOR PROPER CLASS 150/PN 20 ASME B16.3 ASTM A- 197 ASME 8.1 20.1 ASME 816.3 <br /> REQUIREMENTS WILL DETECT THE SMALLEST OF FLAWS. ALL Qp0 SSS/ r <br /> INSTALLATION & PREPARATION PER MANUFACTURERS REQUIREMENTS WILL DETECT THE SMALLEST OF FLAWS. ALL INSTALLATION & PREPARATION PER MANUFACTURERS <br /> MATERIALS MUST BE COMPATIBLE WITH GASOLINE, GASOLINE WITHM.I. UNIONS <br /> INSTRUCTIONS AND SHALL REINSTALL SUMPS IF HYDROSTATIC MATERIALS MUST BE COMPATIBLE WITH GASOLINE, GASOLINE WITH INSTRUCTIONS AND SHALL REINSTALL SUMPS IF HYDROSTATIC P Co�SS <br /> 15% METHANOL AND 10% ETHANOL. FIBERGLASS AND RESIN MUST TESTING SHOWS LEAKING IN THIS AREA OF THE SUMP. 15% METHANOL AND 10% ETHANOL, FIBERGLASS AND RESIN MUST CLASS 150/PN 20 ASME B16.39 ASTM A- 197 ASME B.1 20.1 ASME B16.3 O i G 8 <br /> TESTING SHOWS LEAKING IN THIS AREA OF THE SUMP. � � i <br /> EXTEND 1/2" BEYOND COVERAGE OF ADHESIVE. TESTING OF SUMP SHALL BE PERFORMED AFTER REDUCER IS EXTEND 1/2" BEYOND COVERAGE OF ADHESIVE. TESTING OF SUMP SHALL BE PERFORMED AFTER REDUCER IS STEEL PIPE NIPPLES tso Z m <br /> INSTALLED. INSTALLED. CLASS 150/PN 20 ASTM A733 ASTM A-53 ASME B. 1 20.1 ASME 816.3p <br /> G <br /> Turbine Sum Installation Detail STEEL PIPE cF OR E) <br /> Sump M Fill Sump Installation Detail CLASS 150/PN 20 N/A ASTM A-53 ASME B.1 20.1 ASME B16.3 ) cml_ v y <br /> G <br /> SCHEDULE 40 (F OR E) z � v I o <br /> O F - <br /> T-5 SCALE: 1 "=1 '-0'• T-5 SCALE: 1 "= 1 '-0' o r a <br />
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