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2900 - Site Mitigation Program
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PR0527419
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Entry Properties
Last modified
4/7/2020 1:13:06 PM
Creation date
4/7/2020 1:09:42 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0527419
PE
2950
FACILITY_ID
FA0018566
FACILITY_NAME
YARA NO AMERICA / POS
STREET_NUMBER
0
STREET_NAME
REID
STREET_TYPE
AVE
City
STOCKTON
Zip
95203
APN
16203001
CURRENT_STATUS
01
SITE_LOCATION
REID AVE
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
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We R <br /> Southwest, Inc. <br /> Building 212, where solvents and waste oil is/was stored, and also near the proposed location of <br /> the end of one conveyor belt. One boring (B8) will be placed in the central area of the new <br /> proposed building. These borings will extend to 6 feet below ground surface (bgs), and one <br /> sample will be collected at 6 ft bgs from each boring . <br /> The field activities will be performed under the supervision of a California Professional <br /> Geologist. <br /> 5.1 Health and Safety Plan <br /> A site specific Health and Safety Plan detailing known or potential hazards and emergency <br /> response procedures will be present on site and a "tailgate" safety meeting will be conducted <br /> prior to starting field activities. The plan will be maintained on-site throughout the duration of <br /> field activities. <br /> 5.2 Permitting <br /> The borings will be permitted with the SJCEHD. A Master File Record Information Form will <br /> also be filed with the SJCEHD. All proposed locations will be pre-approved by the Port's <br /> maintenance department. <br /> 5.3 Drill Site Clearance <br /> Prior to field operations, the drilling location will be marked in white and Underground <br /> Service Alert (USA) will be contacted to identify any potential subsurface obstructions and/or <br /> conflicts. <br /> 5.4 Soil Borings <br /> Soil borings SB-1 through SB-8 will be advanced to a maximum total depth of 6 feet below <br /> ground surface (bgs). The soil borings will be advanced using dual-wall direct push technology. <br /> After sampling is completed, each boring will be backfilled using a Portland cement grout seal <br /> which will extend from the total depth explored to the ground surface. The grout will be <br /> 773. PRI.02 Page 4 September 4, 2007 <br />
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