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2900 - Site Mitigation Program
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PR0548036
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Entry Properties
Last modified
3/12/2026 2:59:14 PM
Creation date
3/12/2026 2:51:59 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0548036
PE
2959 - DTSC LEAD AGENCY SITE
FACILITY_ID
FA0027410
FACILITY_NAME
MARTIN METALS FINISHING,INC (FORMER)
STREET_NUMBER
1250
Direction
S
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
15512007,15512014,15
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
1250 S WILSON WAY STOCKTON 95205
Tags
EHD - Public
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g. <br /> �M Appendix A. Responsiveness Summary <br /> Martin Metals Finishing Inc. (Former) <br /> Stockton, California <br /> Response to Department of Toxic Substances Control (DTSC) Comments for CDIM's Preliminary <br /> Endangerment Assessment (PEA) and Supplemental Site Investigation (SSI)Work Plan (Work Plan), <br /> Martin Metal Finishing Inc. Stockton California, dated July 25, 2022. <br /> Comment Response <br /> for lead to have migrated from the sludge to <br /> soil, furthering the level of impact. <br /> • Finally, the historical analytical data that <br /> exists for the Site is very limited. No soil <br /> samples were collected deeper than 39 <br /> inches below ground surface (bgs)and no <br /> soil vapor samples were collected at all. <br /> Therefore, the GSB cannot conclude that <br /> any previous unauthorized releases pose <br /> no threat to the public health or the <br /> environment. <br /> 4. Page 14, Section 2.9-The GSB agrees with Comment acknowledged. <br /> CDIM on the following three data gaps: <br /> • Concentrations of COPCs in subsurface soil <br /> at the Site have not been established; <br /> • Concentrations of volatile COPCs, including <br /> toluene, in soil gas at the Site have not <br /> been established; and <br /> • Concentrations of COPCs in Mormon <br /> Slough have not been fully delineated. <br /> Furthermore, the GSB agrees with CDIM's <br /> recommendation that an additional subsurface <br /> investigation is warranted to address these data <br /> gaps. <br /> 5. The GSB generally concurs with CDIM's CDIM has adjusted the proposed scope of work, which <br /> proposed approach to the SSI. Focusing on near- is reflected in text Section 4.2.2—Sampling Location <br /> surface and subsurface soil, trench sediments, and and Intervals, to include the following: <br /> soil vapor will begin addressing the data gaps <br /> presented in the PEA. However, the GSB <br /> recommends that the following adjustments to the <br /> proposed scope of work be made: <br /> • Consider adding two additional three-boring Two additional three-boring rows of shallow <br /> rows to the Mormon Slough. One of the soil samples (MMF-SS-12A through MMF-SS- <br /> rows should be placed to the east of MMF- 12C and MMF-SS-16A through MMF-SS-16C) <br /> SS-07 and one to the west of MMF-SS-09. were added to proposed sampling plan in <br /> However, soil samples collected from these Mormon Slough (Figure 5). It should be noted <br /> borings can be submitted to the laboratory that all boring names in the PEA Work Plan <br /> on hold, pending the analytical results of have been revised from those listed in the <br /> Page A-3 <br />
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