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2900 - Site Mitigation Program
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PR0541437
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Last modified
7/24/2019 11:16:10 AM
Creation date
7/24/2019 11:10:51 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0541437
PE
2965
FACILITY_ID
FA0023751
FACILITY_NAME
MCBILLIN PROPERTY
STREET_NUMBER
2154
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
16705021
CURRENT_STATUS
01
SITE_LOCATION
2154 S EL DORADO ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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10 September 2012 <br /> AGE Project No . 11 -1847 <br /> Page 2 of 9 <br /> 2 . 1 , PERMITTING AND PRE-FIELD WORK ACTIVITIES <br /> Applicable site assessment permits will be obtained , including boring/well permits from the <br /> SJCEHD . Also, a site-specific Health and Safety Plan will be prepared . Prior to <br /> mobilization , each soil probe location will be clearly marked and a utility clearance obtained <br /> through Underground Service Alert. The SJCEHD will be contacted 4&;hours prior to <br /> conducting investigation activities to arrange for inspection . <br /> 2 .2 . SOIL PROBE BORINGS AND SAMPLING <br /> Initially, four soil probe borings will be advanced utilizing a direct push drilling rig to assess <br /> the lateral and vertical extent of the petroleum hydrocarbon-impact in the vicinity of the <br /> former UST areas (Appendix B data ). A second set of borings may be advanced based <br /> upon analytical results of samples collected from the initial borings . <br /> Based upon data collected from the Quick N Save #2 site located at 2057 South EI Dorado <br /> Street, Stockton , California (northwest of the McBillin site), groundwater is inferred to be <br /> flowing toward the southeast/northeast; static groundwater depth within wells is estimated <br /> to be approximately 30 feet bsg . Locations of the soil borings are shown on Figure 2 and <br /> described below. <br /> Initially, the following locations will be evaluated : <br /> • One soil boring will be advanced within the former underground storage tank area <br /> ` on the eastern edge of former locations of Tank #3 and Tank #4. Samples collected <br /> during the removal of the tanks documented impacted soil in this area at 10 feet <br /> below surface grade (bsg). <br /> • One soil boring will be advanced at the northern edge of the former Tank #4 <br /> I location , to evaluate the northern exent of adsorbed impact. <br /> • One soil boring will be advanced at the western edge of the former Tank#3 and <br /> Tank #4 locations to evaluate the western exent of adsorbed hydrocarbon impact. <br /> • One soil boring will be advanced near the northeastern edge of the former Tank #1 <br /> location . Samples collected during the removal of the tanks documented impacted <br />` soil in this area at nine (9) feet bsg (Appendix B ) . <br /> i <br /> Advanced GeoEnvironmental, Inc. <br />
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