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INSTALL_1999
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2300 - Underground Storage Tank Program
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PR0231906
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INSTALL_1999
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Last modified
9/8/2021 4:35:17 PM
Creation date
11/8/2018 10:22:58 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
1999
RECORD_ID
PR0231906
PE
2361
FACILITY_ID
FA0003776
FACILITY_NAME
KWIK SERV*
STREET_NUMBER
420
Direction
W
STREET_NAME
KETTLEMAN
STREET_TYPE
LN
City
LODI
Zip
95240
APN
06202042
CURRENT_STATUS
01
SITE_LOCATION
420 W KETTLEMAN LN
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
Supplemental fields
FilePath
\MIGRATIONS3\K\KETTLEMAN\420\PR0231906\1999 INSTALL .PDF
QuestysFileName
1999 INSTALL
QuestysRecordDate
5/22/2017 6:23:34 PM
QuestysRecordID
3392091
QuestysRecordType
12
QuestysStateID
1
Tags
EHD - Public
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PR <br />FLAME ARRESTING <br />FOAM BARRIER <br />— <br />(¢ut away view) <br />ALL SUPPORT STRUCTUF <br />MUST ANCHOR DIRECT <br />INTO ISLAND CONCRE <br />CONTAINMENT <br />SUMP <br />PRODUCT ....� <br />(TYPICAL) <br />SEE VIEW BELOW <br />DISPENSER <br />DISPENSER CONTAINMENT SUMP <br />FLAME ARRESTING <br />FOAM SAME AS <br />SHOWN ABOVE, <br />SHEAR VALVE <br />1" MINIMUM <br />FERNCO 1056-32 REDUCER BOOT, <br />0 GALV SHORT NIPPLE, 2' GALV <br />SHORT COUPLING, 3' FGLS SHORT <br />NIPPLE. 2'X4" HARDWARE ALSO <br />PERMISSIBLE. <br />2" FGLS PRODUCT PIPE <br />WHH FGLS BxF THREADED <br />COUPUNG. NOTE THAT <br />LINE MAY BE Y PRIMARY. <br />WITHIN 3' OR 4" FGLS <br />SECONDAR <br />3' TCI OR CTC CONTAINMENT <br />BOOT. 4' BOOT OR AUSTIN <br />ENGINEERING 'ZIPLOCK' ALSO <br />PERMISSIBLE. <br />CTC PERMALOK \ <br />PENETRATION <br />FITTING <br />7 OR 1-1/2". STAINLESS <br />FLEX CONNECTOR WITH <br />SMVEUNG END -FITTING. <br />'ENSER <br />ICTION BOX <br />VIEW BELOW <br />DISPENSER <br />JUNCTION BOX. <br />US SEALOFF <br />NOT SHOWN <br />LIOWD DETECTION <br />SENSOR. <br />CONTAINMEVT PAN. NOTE 5 OPE <br />OFA PANS /SUM S BA' RDS_ <br />SENSOR WELL. <br />DISPENSER CONTAINMENT PAN <br />CONDUIT. 2 PER DISPENSER <br />CABINET"'1-1" & 1-3/4' <br />OR <br />BUILDING SECTION FREE STANDING SECTION <br />1►[�SI11111 <br />• MANDATORY THAT SENSOR INTELLIGENCE MODULES <br />BE ANCHORED BELOW ISLAND SURFACE JUST LIKE <br />A SHEAR VALVE. CONTROLLERS MAY NOT BE <br />MOUNTED ABOVE ISLAND SURFACE. <br />• FLAME ARRESTING FOAM MANDATORY. APPEARANCE <br />IS NOT IMPORTANT; ONLY THAT ALL POTENTIAL FLAME <br />PATHS INTO CONTAINMENT SUMP/PAN ARE BLOCKED BY <br />MINIMUM 4" THICK FOAM BARRIER <br />• "VEEDER ROOM' DISPENSER CONTAINMENT BOX SUMP <br />SENSOR IS TO BE INSTALLED FOR EACH DISPENSER. <br />• SENSORS MUST BE WIRED SO AS TO SHUT DISPENSER <br />TOTALLY DOWN (ELECTRICALLY) WHEN SENSORS ARE <br />IN ALARM. <br />GONG ISLAND WITH DISP <br />CONTAINMENT PAN <br />YARD GRADE <br />PEAGRAVEL <br />FGLS PRODUCT OR VAPOR PIPING, <br />SLOPE 1/8" PER FT (MIN) DOWN - <br />TO TANKS. USE MAXIMUM PITCH <br />AVAILABLE. NO P -TRAPS ALLOWED. <br />LEVEL LINE <br />BOTTOM OF <br />EXCAVATIONS <br />PRODUCT & VAPOR PIPING <br />1 <br />Z <br />2" STEEL VENT RISER <br />O C) <br />Iw <br />N � <br />OD YARD GRADE -� <br />6" MIN BEDDING. <br />SEE AR -78022. <br />2" FGLS VENT LINE . SLOPE 1/8" PER. FT <br />(MIN) DOWN TO TANKS, USE MAXIMUM - <br />PITCH AVAILABLE. NO P -TRAPS ALLOWED. <br />VC'NT PIPING <br />TERMINATE STAGE II LINE WHEN <br />STAGE II VAPOR RECOVERY IS <br />NOT REQUIRED. MARK STUB AT <br />GRADE W/ BRASS OR CERAMIC <br />MARKER. <br />--.4 Imo-- 1-0" <br />YARD PIPING DETAILS <br />LEVEL LINE <br />GONG TANK SLAB <br />TANK <br />6" MIN LAP <br />ASPHALT PAVING <br />BF <br />3" MIN LL <br />6" MIN <br />BEDDING PEAGRAA, <br />SHOWN: FGLS 1/ � 2,_B* <br />LINES CONN TAINED <br />IN 4" HDPE PIPE <br />5' REINF GONC S� <br />A <br />2 DIA MIN <br />� FILTER FABRIC <br />6" MIN <br />PEAGRAVEL SPECIFICATION IS THE SAME AS FOR FIBERGLASS <br />TANKS. THE MINIMUM 6" BEDDING MUST BE LAID & GRADED <br />TO THE PROPER FALL BEFORE PIPE RUNS ARE INSTALLED. <br />IF PEAGRAVEL IS NOT AVAILABLE, CLEAN MECHANICALLY COMPACTED <br />SAND MAY BE USED. SAND BACKFILL OVER PIPING SHOULD BE <br />MECHANICALLY COMPACTED IN LAYERS OF 12" OR LESS TAKING <br />CARE NOT TO P—TRAP PIPING IN THE PROCESS. SAND MUST BE <br />SEPARATED FROM PEAGRAVEL IN TANK AREA BY FILTER FABRIC. <br />WHERE SAND BACKFILL IS USED UNDER ASPHALT IN YARD AREA, <br />BRIDGE TRENCH WITH 4"' (MM) UNREINFORCED CONCRETE PRIOR <br />TO PAVING OVER WITH ASPHALT- CONCRETE MUST EXTEND AT <br />LEAST 8" BEYOND EDGES OF TRENCH. ASPHALT PAVING OVER <br />THIS CONCRETE BRIDGE MUST BE AT LEAST 1-1/7' THICK. <br />01 WHERE NO METALLIC CONDUIT EXISTS IN PIPE TRENCH, OPTIONAL TO ADD <br />12 GA BARE COPPER WIRE TERMINATED IN TURBINE SUMPS AND DISPENSER <br />PANS/SUMPS. BY PLACING A SMALL D.C. CURRENT ON SAID WIRE, PIPING <br />CAN BE TRACED WITH A METAL DETECTOR. <br />Off IS PERMISSIBLE TO POINT VERTICAL LEG OF TEE <br />DOWNWARD AND PIPE ACCESS RISER AS A "U—TUBE". <br />UNIVERSAL #62 LOCKING <br />ACCESS BOX� ACONTAINMENT <br />TEES (1�) <br />SLGQ /� <br />FERNCO OC -104 /{ <br />CONTAINMENT <br />PIPE (TYR) <br />LOWEST POINT <br />OF PIPING (D <br />/ FLEX (SHOWN) OR RIGID <br />��- CONTAINMENT PIPE <br />T FGLS PRODUCT PIPE (TYR) <br />NOTE: FOR CLARITY, STAGE II VAPOR RECOVERY NOT SHOWN. <br />HOWEVER, WHERE REQUIRED, DETAILS ARE 2" &/OR 3" <br />SINGLEWALL FGLS LINES AS ILLUSTRATED ON D-97004 <br />WITH OPW60VS SHEAR VALVES AT EACH DISPENSER. <br />SAID VALVES TO BE MOUNTED TO ISLAND CONCRETE <br />USING SAME ANCHOR STRUCTURE AS PRODUCT SHEAR <br />VALVES, TOPS OF VAPOR SHEAR VALVES MUST BE <br />RIGIDLY ANCHORED TO DISPENSER STRUCTURE (NOT <br />SHEETMETAL) OR VALVES WILL NOT OPERATE PROPERLY. <br />04 & <br />DPOIUPBIN <br />Shell Oil Company. All Riqhts Reserved 1997 <br />MINIMUM <br />MINIMUM <br />UNDER CONCRETE <br />UNDER ASPHALT <br />PIPE SIZE <br />AREA <br />(A) <br />( B <br />Y UNCONTAINED <br />ISLANDS <br />12" <br />15" <br />3" UNCONTAINED <br />ISLANDS <br />13' <br />16" <br />2"/4" CONTAINED <br />ISLANDS <br />14" <br />17" <br />ALL <br />YARD <br />16" <br />18" <br />PEAGRAVEL SPECIFICATION IS THE SAME AS FOR FIBERGLASS <br />TANKS. THE MINIMUM 6" BEDDING MUST BE LAID & GRADED <br />TO THE PROPER FALL BEFORE PIPE RUNS ARE INSTALLED. <br />IF PEAGRAVEL IS NOT AVAILABLE, CLEAN MECHANICALLY COMPACTED <br />SAND MAY BE USED. SAND BACKFILL OVER PIPING SHOULD BE <br />MECHANICALLY COMPACTED IN LAYERS OF 12" OR LESS TAKING <br />CARE NOT TO P—TRAP PIPING IN THE PROCESS. SAND MUST BE <br />SEPARATED FROM PEAGRAVEL IN TANK AREA BY FILTER FABRIC. <br />WHERE SAND BACKFILL IS USED UNDER ASPHALT IN YARD AREA, <br />BRIDGE TRENCH WITH 4"' (MM) UNREINFORCED CONCRETE PRIOR <br />TO PAVING OVER WITH ASPHALT- CONCRETE MUST EXTEND AT <br />LEAST 8" BEYOND EDGES OF TRENCH. ASPHALT PAVING OVER <br />THIS CONCRETE BRIDGE MUST BE AT LEAST 1-1/7' THICK. <br />01 WHERE NO METALLIC CONDUIT EXISTS IN PIPE TRENCH, OPTIONAL TO ADD <br />12 GA BARE COPPER WIRE TERMINATED IN TURBINE SUMPS AND DISPENSER <br />PANS/SUMPS. BY PLACING A SMALL D.C. CURRENT ON SAID WIRE, PIPING <br />CAN BE TRACED WITH A METAL DETECTOR. <br />Off IS PERMISSIBLE TO POINT VERTICAL LEG OF TEE <br />DOWNWARD AND PIPE ACCESS RISER AS A "U—TUBE". <br />UNIVERSAL #62 LOCKING <br />ACCESS BOX� ACONTAINMENT <br />TEES (1�) <br />SLGQ /� <br />FERNCO OC -104 /{ <br />CONTAINMENT <br />PIPE (TYR) <br />LOWEST POINT <br />OF PIPING (D <br />/ FLEX (SHOWN) OR RIGID <br />��- CONTAINMENT PIPE <br />T FGLS PRODUCT PIPE (TYR) <br />NOTE: FOR CLARITY, STAGE II VAPOR RECOVERY NOT SHOWN. <br />HOWEVER, WHERE REQUIRED, DETAILS ARE 2" &/OR 3" <br />SINGLEWALL FGLS LINES AS ILLUSTRATED ON D-97004 <br />WITH OPW60VS SHEAR VALVES AT EACH DISPENSER. <br />SAID VALVES TO BE MOUNTED TO ISLAND CONCRETE <br />USING SAME ANCHOR STRUCTURE AS PRODUCT SHEAR <br />VALVES, TOPS OF VAPOR SHEAR VALVES MUST BE <br />RIGIDLY ANCHORED TO DISPENSER STRUCTURE (NOT <br />SHEETMETAL) OR VALVES WILL NOT OPERATE PROPERLY. <br />04 & <br />DPOIUPBIN <br />Shell Oil Company. All Riqhts Reserved 1997 <br />
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