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COMPLIANCE INFO 2003 - 2006
EnvironmentalHealth
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2300 - Underground Storage Tank Program
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PR0232261
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COMPLIANCE INFO 2003 - 2006
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Entry Properties
Last modified
11/29/2023 1:10:35 PM
Creation date
11/8/2018 9:54:34 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
2003 - 2006
RECORD_ID
PR0232261
PE
2361
FACILITY_ID
FA0002590
FACILITY_NAME
THORNTON 76
STREET_NUMBER
8606
STREET_NAME
THORNTON
STREET_TYPE
RD
City
STOCKTON
Zip
95209
APN
07242019
CURRENT_STATUS
01
SITE_LOCATION
8606 THORNTON RD
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
Supplemental fields
FilePath
\MIGRATIONS3\T\THORNTON\8606\PR0232261\COMPLIANCE INFO 2003 - 2006.PDF
QuestysFileName
COMPLIANCE INFO 2003 - 2006
QuestysRecordDate
2/27/2018 6:46:39 PM
QuestysRecordID
3808828
QuestysRecordType
12
QuestysStateID
1
Tags
EHD - Public
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REVISIONS BY <br /> SCOPE OF WORK: EQUIPMENT SPECIFICATIONS <br /> GENERAL NOTE: THIS WORK IS TO UPGRADE EXISTING FILL AND VAPOR TO PHASE-1 EVR STANDARDS <br /> AND TO REPLACE MANHOLES. EXISTING PIPING TO REMAIN AS IS AND WILL NOT BE MODIFIED. ITEM DESCRIPTION MANUFACTURER L� <br /> i <br /> O1 SAWCUT AND REMOVE PORTION OF EXISTING CONCRETE AS REQUIRED TO REMOVE EXISTING SPILL 1 EVR SPILL CONTAINMENT MANHOLE OPW POM6521EVRB16402SCO51 4 <br /> CONTAINMENT AT PRODUCT FILL AND VAPOR RECOVERY RISER. (GASOLINE) <br /> In i 2 SPILL CONTAINMENT MANHOLE <br /> Q ( ) INSTALL NEW FILL & STAGE I VAPOR RECOVERY SPILL CONTAINMENT ON EXISTING RISERS PER DETAIL 4. O (DIESEL) OPW POM6521L-144042SC051 <br /> -/ <br /> I 0 O3 BACKFILL EXCAVATIONS PER CONSTRUCTION NOTES. O3 EVR EXTRACTOR 4x4x3x2 OPW #233VM-6045 <br /> 1 2 3 4 O O O o 0 0 o I O REPLACE CONCRETE TO MATCH EXISTING AND PER CONSTRUCTION NOTES. O4 EVR FILL SWIVEL ADAPTER OPW #61SALP-1020EVR <br /> L O INSTALL NEW PRESSURE/VACUUM VENT CAP (ITEM 9) ON EACH EXISTING VENT RISER (GASOLINE ONLY). 8 <br /> 8 8 Q O EVR ,POR SWIV�. ADAPTOR OPW #61 VSA-1020EVR <br /> 0 0 0 0 <br /> 5 <br /> O EVR OVERFILL VALVE & DROPTUBE OPW #61SO-410CEVR <br /> OEVR FILL TOP SEAL CAP DPW #634TT-7085EVR V <br /> C 0 <br /> E <br /> ® O8 EVR VAPOR TOP SEAL CAP DPW #1711T-7085EVR 0 <br /> \ 0 1 O9 PRESSURE/VACUUM VENT CAP HUSKY MODEL 4885 2" THREADED 4-0 L. <br /> cis <br /> TANK BOTTOM PROTECTOR OPW #6111-1400 O <br /> to <br /> 11 42" COMPOSITE MANHOLE W/ SKIRT FIBERLITE FL-42-SK <br /> �� 12 EXTRACTOR 3ALL FLOAT OPW #53VML-0120 o <br /> JACK SCREW ASSLmBLY OPW #JSK-4400EVR c <br /> f- 'C <br /> c <br /> 2 14 FACE SEAL ADAPTER OPW #FSA-400 w <br /> CD <br /> 0.90 15 42" DIA X 334" TOP HAT W/LID WESTERN FIBERGLASS WFITA1695C It <br /> Orn <br /> 16 EVR TLM CAP AND ADAPTOR MORRISON 305XFA-020OAK 5 a x <br /> 0 <br /> 0 (0 <br /> 17 EVR SWIVEL ADAPTOR WRENCH DPW #61SA-TOOL o = 0 <br /> N <br /> N U L 04D C5 <br /> + <br /> \ 18 DIRECT BURY SPILL CONTAINMENT OPW #2100-PEVR 00 > m M <br /> m 0 , c0 a <br /> 19 DIRE' BURY VAF SPILL CONTAINMENT DPW #2100-DEUR 9 07' `D <br /> \ c m <br /> 0 <br /> 20 OVERFILL VALVE & DROPIUBE (DIESEL) OPW #61S0-410C 0 <br /> 000 a <br /> 0 <br /> \ 21 FILL SWIVEL ADAPTER (DIESEL) DPW #61SA-1020 N <br /> 22 FILL CAP (DIESEL & WO) OPW #634TT-7085 <br /> \ SPILL CONT; VMENT MANHOLE OPW POA46521Y-144042SCO51 <br /> O23 (WASTE OIL) <br /> 24 FILL ADAPTER (WASTE OIL) DPW #633TE-8180 <br /> ro <br /> a <br /> in <br /> NOTE: ALL COMPONENTS TO BE INSTALLED PER CARB VR-102-A °D <br /> V1 w <br /> � Q <br /> GRAPHIC SCALE <br /> ( IN FEET) A N <br /> 1 inch = 20 feet <br /> m <br /> C' <br /> W Q <br /> 18 19 <br /> z <br /> ® o z <br /> o <br /> ko z <br /> ° CONSTRUCTION NOTE: <br /> o <br /> t0 o <br /> a <br /> A MINIMUM OF 6'x6 SQUARE MUST BE SAWCUT; REMOVED AND REPLACED FOR EACH MANWAY. ^ 00 <br /> 4 7 5 8 SUPPLY AND INSTALL 18 INCHES OF CLEAN PEAGRAVEL AT EVERY SUMP. EXISTING PEAGRAVEL MAY BE 4h N <br /> REUSED IF IT IS CLEAN. ALL REMOVED SAND OR DIRT BACKFILL MATERIAL MUST BE REPLACED WITH uj ui <br /> CLEAN PEAGRAVEL. <br /> FILL RISER z o <br /> ONLY 13 14 CROWN OPW MANWAY RINGS 1 1/2" ABOVE GRADE AND SLOPE CONCRETE AWAY FROM MANWAY AT A w a <br /> SLOPE OF 1:12. <br /> 14 PEAGRAVEL BACKFILL <br /> CROWN FIBERLITE MANWAY RINGS 1/4" TO 1/2" ABOVE GRADE AND SLOPE CONCRETE AWAY FROM <br /> 12 MANWAY AT SLOPE OF 1:12. <br /> DOWEL 6" INTO EXISTING CONCRETE USING #4 REBAR AT 12" CENTERS. LOOP REBAR THROUGH EYES ON <br /> MANWAY FRAMES. DIAGONALLY TIE-IN TWO PIECES OF #4 REBAR FOR DIRECT BURY FILLS. <br /> 6 (E) UST CONCRETE TO BE JO P5. INIMUM. (NON-STRUCTURAL, 2500 PSI DESIGN). CONCRETE TO MATCH DRAWN <br /> EXISTING IN THICKNESS, COLOR AND FINISH. STB <br /> NOTE: ALL RISERS AND SEAL ALL SAWCUTS. CHECKEDsl <br /> METALIC EQUIPMENT IN SI <br /> DIRECT CONTACT NTH SOIL REINSTALL FILL TAGS AND PAINT A 6" WIDE BAND ON THE CONCRETE AROUND THE SPILL BUCKETS OR DATE <br /> SHALL BE CLEANED AND MANWAY RING 05/03 <br /> x <br /> WRAPPED WITH 3M P <br /> —J� HASE 1 VAPOR ORANGE <br /> T ¶TLE <br /> `O - SCOTCHFILL TAPE. UNLEADED 87 WHITE EVR <br /> UNLEADED 89 BLUE UPGRADE <br /> UNLEADED 91 RED <br /> DIESEL YELLOW Joe No. <br /> 10 TC861 <br /> SHEET <br /> 4 GASOLINE FILL DETAIL - DIRECT BURY F <br /> ONEE EVR 1 i <br />
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