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ARCHIVED REPORTS_XR0011916
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0540573
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ARCHIVED REPORTS_XR0011916
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Last modified
4/9/2020 2:38:04 PM
Creation date
4/9/2020 2:21:50 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011916
RECORD_ID
PR0540573
PE
2960
FACILITY_ID
FA0023207
FACILITY_NAME
GILLIES TRUCKING INC
STREET_NUMBER
3931
STREET_NAME
NEWTON
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
13207017
CURRENT_STATUS
01
SITE_LOCATION
3931 NEWTON RD
P_LOCATION
01
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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. contaminants are contained within this channel deposit at a depth of 35-55 feet, but contamination <br /> locally reaches a depth of at least 65 feet where the hardpan is absent north of the UST cavity The <br /> volume of contaminated soil remaining in place at this time is estimated to be slightly more than 7,000 <br /> cubic yards,with concentrations that range from below 100 mg/kg to 20,000 mg/kg <br /> 3)The primary shallow aquifer at the site is the Riverbank Formation, which is present at a depth of 55 <br /> or 60 feet Groundwater in this aquifer was as deep as 85 feet in 1990, but has risen as high as 57 feet <br /> during this investigation and is presently at approximately 65 feet As a result, it has been impacted by <br /> the contaminated soil above the Riverbank Formation At the present time, the groundwater plume <br /> covers an area of 1/2 acre and extends to and slightly beyond the southern boundary of the property <br /> Six monitoring wells are presently beirig used to monitor the depth of groundwater and the extent of <br /> the contaminant plume <br /> 4) The large channel deposit that overlies the Riverbank Formation forms a secondary aquifer that is <br /> occasionally saturated when groundwater levels are high This aquifer is probably perched above a low- <br /> permeability <br /> owpermeability snit bed that inhibits but does not completely prevent communication with the Riverbank <br /> aquifer Water is present at this tune at the base of this channel deposit and is in contact with highly <br /> contaminated soil As a result, concentrations approaching free-phase product currently exist within the <br /> groundwater of this upper aquifer <br /> 5)No aquifer tests have been performed, but hydraulic conductivity measurements on selected samples <br /> indicate that the lower Modesto Formation channel deposit is a lugh-permeability aquifer, the basal <br /> portion of the Modesto Formation is a low-permeability aquitard, and the uppermost Riverbank <br /> Formation is an mtermediate-permeabihty aquifer <br /> 6) Naturarl biodegradation at this site appears to be limited Possible reasons include low oxygen <br /> content, limited food source (plant matter and/or petroleum hydrocarbons), and limited inorganic <br /> nutrients Moisture content should be sufficient to support microbial growth <br /> 7.0 RECOMMENDATIONS <br /> Table 1 of Appendix B of the Tri-Regional Water Quality Board Guidelines for the Investigation of <br /> Underground Tank Sites lists sixteen items that are required before requests for no further action will <br /> be considered Eight of these items have now been completed and are presented or addressed in this <br /> report Before proceeding to submitting a request for site closure, we therefore recommend that the <br /> following activities be performed <br /> 1) Compile a list of all nearby underground utility lines, wells, and surface drainages that could act as <br /> potential contaminant receptors within 2000 feet of the site <br /> 2) Perform a risk analysis to determine whether the site can be classified as low-nsk The analysis <br /> should follow the procedures currently employed in Risk-Based Corrective Action (RBCA) plans, <br /> . including computer modeling of contaminant transport <br /> 16 <br />
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