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2900 - Site Mitigation Program
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PR0542015
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Entry Properties
Last modified
2/24/2026 4:42:24 PM
Creation date
2/17/2026 1:52:05 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0542015
PE
2960 - RWQCB LEAD AGENCY CLEAN UP SITE
FACILITY_ID
FA0024115
FACILITY_NAME
WEST CLAY PROPERTY
STREET_NUMBER
639
Direction
W
STREET_NAME
CLAY
STREET_TYPE
ST
City
STOCKTON
Zip
95209
APN
14707110
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
639 W CLAY ST STOCKTON 95209
Tags
EHD - Public
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West Clay Property - 2 - 23 August 2022 <br /> associated grab groundwater samples. In conclusion of the Assessment Report, AGI <br /> recommended the development of a work plan for the installation of a monitoring well <br /> cluster approximately 50 feet south of the intersection of West Jefferson Street and <br /> South Harrison Street. Staff does not concur with the scope of this recommendation <br /> because the installation of a monitoring well is premature without additional field <br /> investigation. Staff recommends the extent of the plumes be determined by collecting <br /> additional grab groundwater samples prior to the installation of any wells. Based on <br /> AGI's proposed well location and grab groundwater sample results from boring CPT-1, <br /> Staff is concerned the proposed well location is within the boundaries of the plumes and <br /> will not define the plumes to the water quality objective. <br /> Alternatively, Staff requests a work plan to fully delineate the offsite extent of the Site's <br /> dissolved hydrocarbon plumes. Staff recommends additional investigations be <br /> conducted in the following areas: <br /> • The plume is not delineated south of soil borings B16 and B18. Grab <br /> groundwater samples were only collected from these borings at depths of 54 feet <br /> below surface grade (bsg) and 46 feet bsg, respectively. Boring B19, <br /> approximately 40 feet north of B18, contained total petroleum hydrocarbons as <br /> diesel (TPHd) at 2,900 micrograms per liter (fag/L) in a grab groundwater sample <br /> collected from 85 feet bsg to 90 feet bsg. Based on the results of the B19 sample <br /> and the shallow depths of the B16 and B18 grab samples, the dissolved TPHd <br /> plumes within deeper Hydrogeologic Units have not been delineated south of <br /> B19. <br /> • Based on the extent of several dissolved hydrocarbon plumes at UST sites in the <br /> area, historical groundwater flow and plume migration has been typically towards <br /> the east. Due to the historical direction of groundwater flow/plume migration and <br /> the presence of residential properties limiting the area of investigation, Staff <br /> recommends borings be advanced along South Lincoln Street to potentially <br /> achieve delineation to water quality objectives. <br /> • The plume is not delineated north and east of boring CPT-1. Boring CPT-1 grab <br /> groundwater samples contained TPHd at concentrations ranging from 853 pg/L <br /> to 1,370 pg/L. AGI has interpreted that the dissolved hydrocarbon plumes <br /> originating from the UST No. 3 area migrated away from the Site towards the <br /> northeast. Based on this characterization, along with the rationale for <br /> recommended boring location selection previously provided, Staff recommends <br /> additional investigations occur along West Jefferson Street to the north and <br /> South Lincoln Street to the east to potentially achieve plume delineation to water <br /> quality objectives. <br /> Staff recommends that grab groundwater samples be collected from the 40 feet bsg to <br /> 70 feet bsg, 70 feet bsg to 90 feet bsg, and 90 feet bsg to 170 feet bsg intervals which <br /> coincide with the intervals in which previous detections of TPHd occurred. <br />
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