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2900 - Site Mitigation Program
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PR0529434
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Entry Properties
Last modified
2/17/2026 2:14:55 PM
Creation date
2/17/2026 2:01:08 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0529434
PE
2959 - DTSC LEAD AGENCY SITE
FACILITY_ID
FA0019555
FACILITY_NAME
SOUTH POINTE DEVELOPMENT SITE (CITY OF STKN REDEVELOPMENT AGENCY)
STREET_NUMBER
701
Direction
W
STREET_NAME
WEBER
STREET_TYPE
AVE
City
STOCKTON
Zip
95202
APN
13726016
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
701 W WEBER AVE STOCKTON 95202
Tags
EHD - Public
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SUPPLEMENTAL SITE INVESTIGATION WORK PLAN <br /> South Pointe Property <br /> Stockton, California <br /> Site Background <br /> Soil and groundwater chemical data were compared to various risk-based screening criteria, <br /> and groundwater chemical data were compared to several sets of then-current screening <br /> criteria for both residential and commercial exposure scenarios <br /> Laboratory results revealed elevated concentrations of OCPs, lead, petroleum hydrocarbons, <br /> and PAHs in site soils at concentrations exceeding one or more screening levels. Elevated <br /> concentrations of OCPs and lead were primarily limited to the western and central portions of <br /> the site. Elevated concentrations of petroleum hydrocarbons and PAHs were identified in the <br /> northeast portion of the site, overlapping with the adjacent Promenade property. OCP impacts <br /> were generally aligned with the historical rail spur and the source was believed to have been <br /> the result of previous site industrial activities associated with loading/unloading of agricultural <br /> materials along the rail spur, as well as possible application of pesticides for weed control along <br /> the spur and around areas of grain milling and storage. <br /> The distribution of elevated concentrations of OCPs and lead in shallow soils was observed to be <br /> non-uniform, with elevated concentrations generally observed at various depths between <br /> ground surface and 5 ft bgs. WKA attributed this condition to mixing of surface soils with building <br /> demolition debris during previous building demolition and site grading activities. This is supported <br /> by field observations whereby unconsolidated building debris was found to be mixed with <br /> apparently native soils in the upper 5 ft bgs across the site. Several areas were identified where <br /> OCPs and/or lead extend deeper than 5 ft bgs, and as deep as 9 ft bgs. Based on these data, <br /> WKA developed a conceptual remediation plan for the site, which is illustrated on WKA Figure 7, <br /> included in Appendix A. This figure illustrates portions of the site (and the adjacent Promenade <br /> property) where constituents of concern (CDCs) in soil exceeded then-current risk-based <br /> screening criteria. <br /> 2.2.3 Phase I ESA - 2020 <br /> To better understand the site history and any new potential environmental concerns, Stantec <br /> completed a Phase I environmental site assessment (ESA) dated May 4, 2020 (Stantec, 2020). <br /> Stantec identified the following recognized environmental conditions (RECs). <br /> • Long-term industrial use of the site has resulted in documented chemical impacts to soil <br /> and/or groundwater. Based on previous environmental assessments, documented <br /> chemical impacts are attributable to multiple operational sources that have since been <br /> removed. Two general areas of impacts to underlying soil have been identified: petroleum <br /> hydrocarbon-affected soil identified near the northeastern portion of the site, and heavy <br /> metal and/or dieldrin-affected soil identified near remnants of the previous railroad tracks <br /> between former agricultural supply warehouses and the far western end of the site. <br /> Groundwater beneath the site is impacted by petroleum hydrocarbons originating from <br /> multiple documented off-site, upgradient sources. These documented soil and <br /> groundwater conditions represent a REC and potential vapor encroachment condition <br /> (PVEC). <br /> 2.4 <br />
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