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2900 - Site Mitigation Program
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PR0506770
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Last modified
1/31/2019 5:29:18 PM
Creation date
1/31/2019 1:34:12 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0506770
PE
2950
FACILITY_ID
FA0007617
FACILITY_NAME
HICKINBOTHAM BROS (FORMER)
STREET_NUMBER
635
Direction
S
STREET_NAME
AURORA
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
14730004
CURRENT_STATUS
01
SITE_LOCATION
635 S AURORA ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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C <br /> Page 5 <br /> 2 . 0 PROPOSED EXCAVATION WORD PLAN <br /> L <br /> observation e ation during the removal of the concrete oil-water <br /> separator tank on June 11, 1993, revealed contaminated soil <br /> at the perimeter and below the tank. The contamination <br /> appeared. to be predominately located near the piping inlet <br /> and discharge locations . The interior surface of the tank <br /> was rough and somewhat irregular. There were, however, no <br /> significant breaks or holes noted. <br /> The following sequence of work is intended 'to mitigate <br /> contaminate soils . All activities will be overseen by EMCON <br /> ASSOCIATES located at 2101 Webster Street, Oakland, ' <br /> California 94612, Phone (510) 446-7722 . Additionally work <br /> shall be coordinated with San Joaquin County Public Health <br /> Services, Environmental Health Department . <br /> 1 . Excavate contaminated soils starting at the point of <br /> release to a maximum depth of 25 .feet (See plate #2 .1 <br /> L for overview) . San Joaquin County Flood control and <br /> Water Conservation District map from the Spring of 1983 <br /> indicates the ground water level to be approximately <br /> -35 feet at the subject location. <br /> 2 . The excavated spoils will be stockpiled on site and <br /> covered with 6 mil black plastic sheeting pending <br /> disposal or treatment . <br /> 3 . Soil samples shall be taken during the excavation and <br /> screened on site with a P.I .D. meter to minimize the <br /> extent of "over-excavating" . <br /> 4 . Confirmation samples will be taken from the excavation <br /> floor and sidewalls (See plates 2 .2 and 2 .3) and <br /> analyzed for TEPH-D, TPH--G, BTX&E, CLHC, METALS I-CAP <br /> AND PCB (See attached Form EH 23-048 revised 7-10-92) . <br />
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