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ARCHIVED REPORTS_PHASE II ENVIRONMENTAL SITE ASSESSMENT
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ARCHIVED REPORTS_PHASE II ENVIRONMENTAL SITE ASSESSMENT
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Last modified
4/3/2020 2:20:39 PM
Creation date
4/3/2020 2:08:51 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
PHASE II ENVIRONMENTAL SITE ASSESSMENT
RECORD_ID
PR0527620
PE
2959
FACILITY_ID
FA0018715
FACILITY_NAME
LEARNER COMPANY, THE
STREET_NUMBER
2711
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95203
APN
14503009
CURRENT_STATUS
01
SITE_LOCATION
2711 NAVY DR
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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WGIR, <br /> • soultlhwest, l[rtc. <br /> Utility lines appear to be restricted to the far western and southwestern areas of the site, and <br /> this investigation did not identify any underground utilities that would be likely to provide <br /> preferential pathways for migration of contaminants. <br /> 11.4 Potential Receptors <br /> The Phase I ESA determined there were no water supply wells located within 0.25 mile of the <br /> site. The South Ditch, the storm water drainage located adjacent to the south property line, <br /> flows west into a storm water retention pond. The San Joaquin River lies just beyond the <br /> pond, approximately 1,200 feet west of the site. A small wetland area was identified <br /> approximately 0.3 mile southwest of the site, and larger wetlands are located about 0.2 mile to <br /> the west. However, no sensitive habitats have been identified within 500 feet of the site. <br /> 11.5 South Ditch <br /> Exploration of the banks of the South Ditch in the eastern portion of the site determined the <br /> layer of automotive debris to typically be about six inches thick along the north bank, with a <br /> maximum thickness of approximately one foot. It was determined to extend laterally for a <br /> maximum of 610 feet along the north bank. Offsite along the south bank the debris is also <br /> • typically about six inches thick and extends laterally for approximately 980 feet, with an <br /> approximately two-foot-thick zone extending along the south bank for at least 100 feet. Two <br /> excavations made south of the unpaved access road along the fence found the debris in that <br /> area to be less than six inches thick. <br /> Visual observation of the debris on the ditch banks indicates it is composed primarily of metal, <br /> rubber, foam, wire and plastic automobile fragments, typically less than about one foot in size. <br /> This is consistent with what is often referred to as "auto shredder residue" (ASR) or"fluff' and <br /> would have been produced by operation of the shredder recently dismantled and removed from <br /> the Learner site. Typical contaminants found in ASR include petroleum hydrocarbons, lead, <br /> cadmium, chromium, mercury, arsenic and PCBs. The shallow soil sample taken from B-16 <br /> near the South Ditch contained detectable PCBs, TPH-d, TPH-mo and O&G as well as <br /> concentrations of lead, cadmium and chromium exceeding reference levels. These analytical <br /> findings are consistent with impact from the debris produced by automobile shredding <br /> operations. Analysis of the soil samples taken from the south bank of the ditch adjacent to the <br /> Learner site exhibited detectable concentrations of TPH-d and TPH-mo as well as zinc, copper <br /> and nickel concentrations exceeding the reference levels, suggesting this area has also been <br /> impacted by Learner's operations. <br /> • <br /> 704. PRIM 29 July 21, 2008 <br />
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