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COMPLIANCE INFO_1993-1998
Environmental Health - Public
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2300 - Underground Storage Tank Program
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PR0231094
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COMPLIANCE INFO_1993-1998
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Last modified
11/23/2020 1:50:57 PM
Creation date
6/23/2020 6:42:04 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
1993-1998
RECORD_ID
PR0231094
PE
2361
FACILITY_ID
FA0003632
FACILITY_NAME
AJS MINI MART INC
STREET_NUMBER
7906
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95207
APN
07935016
CURRENT_STATUS
01
SITE_LOCATION
7906 N EL DORADO ST
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\UST\UST_2361_PR0231094_7906 N EL DORADO_1993-1998.tif
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EHD - Public
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OF <br /> e <br /> GENERAL CONSTRUCTION I LE INC., �+ C T <br /> SERVICE STATIONS �' <br /> BULK PETnOLEUM PLANTS P•O.BOX 9795 SACRAMENTO,CALIFORNIA 9823 3525 52nd AVENUE <br /> PETRO•TITE TANK TESTING State License No.183550 <br /> t <br /> Phone(9 16)421-1990 Fax 916-421-0642 <br /> 14r w 104 EXCAVATION CODE OF SAFE PRACTICES <br /> 1. OBTAIN PERMIT FROM CAL/OSHA BEFORE ENTERING AN EXCAVATION 5 FEET DEEP OR MORE <br /> 2. ALL WORK IN AN EXCAVATION MUST BE SUPERVISED BY A FOREMAN AT ALL TIMES <br /> 3. REMOVE ANY OBJECTS FROM EDGE OF EXCAVATION THAT COULD FALL AND INJURE EMPLOYEE <br /> 4. DETERMINE NO HAZARD FROM MOVING GROUND IS PRESENT BEFORE ENTERING EXCAVATION <br /> 5. BEFORE ENTERING AN EXCAVATION AFTER A RAINSTORM, INSPECT THE STABILITY OF THE SOIL <br /> 6. SLOPING AND/OR SHORING IS REQUIRED BEFORE ENTERING AN EXCAVATION DEEPER THAN 5 FEET <br /> 7. STOCKPILE EXCAVATED MATERIAL AT LEAST 2 FEET FROM THE EDGE OF EXCAVATIONS <br /> B. PROVIDE A SAFE MEANS OF ACCESS WITHIN 25 FEET OF ANY WORK AREA IN AN EXCAVATION <br /> a <br /> 9. CATWALKS WITH STANDARD GUARDRAILS AND TOE BOARDS MUST BE USED TO CROSSOVER <br /> EXCAVATION MORE THAN 5 FEET DEEP <br />�- 10. DO NOT UNDERMINE FOUNDATIONS OR OTHER STRUCTURES UNTIL HAZARD TO WORKERS IS <br /> DETERMINED BY A QUALIFIED PERSON <br /> 11. SHORE AND/OR BRACE ANY EXCAVATION THAT ENDAGERS THE STABILITY OF ADJOINING <br /> STRUCTURES <br /> 12. PROVIDE BARRIERS TO PREVENT WORKERS FROM FALLING INTO EXCAVATIONS <br /> 13. DIVERT, WATER TO PREVENT IT FROM ENTERING THE EXCAVATIONS <br /> 14. SHORING OR BRACING MUST BE INSTALLED ACCORDING 1-0 PLANS PREPARED BY A CIVIL <br /> ENGINEER REGISTERED IN CALIFORNIA WHEN EXCAVATION EXCEEDS 20' DEEP <br /> 15. WHEN SLOPING IS USED AS A SUBSTITUTE FOR SHORING, THE SLOPE SHOULD BE AT LEAST <br /> 3/4 HORIZONTAL TO 1 VERTICAL UNLESS THE SOIL INSTABILITY REQUIRES A FLATTER SLOPE. <br /> 16. MAKE DAILY INSPECTIONS OF ALL EXCAVATIONS AND CORRECT ANY CONDITIONS THAT MAY BE <br /> HAZARDOUS TO WORKERS <br /> 17. STATION A WORKER WHO CAN GIVE ADVANCE WARNING WHEN LOOSE MATERIALS BEGIN TO FALL, <br /> WHENEVER NECESSARY <br /> 18. USE ALL AVAILABLE KNOWLEDGE, MATERIALS AND EQUIPMENT TO INSURE THE SAFEST <br /> POSSIBLE WORKING CONDITIONS <br />
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