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2900 - Site Mitigation Program
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PR0541693
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Entry Properties
Last modified
2/3/2026 1:42:52 PM
Creation date
2/3/2026 1:40:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0541693
PE
2960 - RWQCB LEAD AGENCY CLEAN UP SITE
FACILITY_ID
FA0023897
FACILITY_NAME
TOYOTA TOWN INC
STREET_NUMBER
610
Direction
N
STREET_NAME
HUNTER
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
13906033
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
610 N HUNTER ST STOCKTON 95202
Tags
EHD - Public
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No i <br /> -I- ■ r, or—* <br /> �T <br /> INTRODUCTION <br /> On behalf of Ms. Linda Wilson of the Ray Farmer and Bess Farmer Community Property Trust, ATC Group <br /> Services LLC (ATC) doing business as Atlas Technical (Atlas) is submitting this well destruction workplan <br /> describing proposed activities and methodology for the destruction of groundwater monitoring and <br /> remediation wells associated with subject site located at 610 North Hunter Street, Stockton, California <br /> (Figures 1 and 2). In correspondence dated May 5,2025,the Central Valley Regional Water Quality Control <br /> Board (RWQCB) indicated the site is ready for case closure and directed proper destruction of the <br /> remaining remediation and monitoring wells (Attachment 1). This workplan was prepared as a <br /> requirement to apply for a Well Destruction Permit with the San Joaquin County Environmental Health <br /> Department (SJCEHD).The scope of work is described in detail below. <br /> SITE BACKGROUND <br /> The site is located on the north side of Oak Street and the east side North Hunter Street in Stockton, <br /> California (Figure 1). The location is a residential and commercial area. The western portion of site was <br /> formerly the occupied by Toyota Town and more recently utilized as a church and ministry center. The <br /> site is currently unoccupied. The eastern portion of the site is utilized as a parking area. <br /> PREVIOUS ASSESSMENTS <br /> On October 6, 1987,Al Williamson,General Contractor, removed three underground storage tanks(USTs) <br /> from the site;two of the USTs were 1,000-gallon capacity used to store leaded gasoline and the third UST <br /> had a 550-gallon capacity and was used to store waste oil. Soil samples collected after the tank removals <br /> contained elevated concentrations of petroleum hydrocarbons and volatile organic compounds (VOCs). <br /> On January 21, 1988, Falcon Energy, attempted to remove contaminated soil by over- excavating soil in <br /> the vicinity of the former UST locations. The former tank locations were excavated to approximately 22 <br /> feet below ground surface (bgs) and were limited to the north by the on-site building. The confirmation <br /> samples collected from the base of the over-excavation still contained elevated concentrations of VOCs. <br /> The excavated soil was transported to the Forward Landfill near Stockton, California for disposal. <br /> On June 30 and July 1, 1997, Smith Technology personnel supervised the advancement of seven soil <br /> borings (SB1 through S137) to evaluate the lateral and vertical extent of impacted soil and groundwater <br /> beneath the site. Three of the soil borings were completed as groundwater monitoring wells (MW1 <br /> through MW3) and two of the soil borings were completed as vapor extraction wells (VW1 and VW2). <br /> On March 24 and 25, 1998,ATC personnel supervised the advancement of seven soil borings,(ASB1,MW4, <br /> MW5, MW6, MW7, SB8, and SB9) at the site to depths ranging from approximately 26.5 to 62 feet bgs. <br /> These borings were advanced to: 1)evaluate the horizontal and vertical extent of petroleum hydrocarbon <br /> impacted soil and groundwater; 2) evaluate and refine soil stratigraphy; and 3) install groundwater <br /> monitoring wells (MW4, MW5, MW6, and MW7)within the uppermost aquifer. <br /> In November 1999, ATC personnel supervised the advancement of three soil borings, S139A, SB10, and <br /> S1311. Borings SB10 and SB11 were advanced to 46 feet bgs using hollow stem auger drilling methods and <br /> S139A was advanced to 65 feet bgs using continuous core methods. <br /> 1 1 P a g e <br />
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