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2900 - Site Mitigation Program
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PR0542398
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Last modified
2/27/2026 8:49:30 AM
Creation date
2/17/2026 12:07:43 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0542398
PE
2960 - RWQCB LEAD AGENCY CLEAN UP SITE
FACILITY_ID
FA0024360
FACILITY_NAME
JAMAR SERVICE STATION
STREET_NUMBER
4075
Direction
E
STREET_NAME
MAIN
STREET_TYPE
ST
City
STOCKTON
Zip
95215
APN
1572611
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
4075 E MAIN ST STOCKTON 95215
Tags
EHD - Public
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Well Destruction Workplan <br /> ATC Jamar Service Station <br /> Page 2 of 5 <br /> GHH's Second Quarter 2003 Groundwater Monitoring Report and Additional Assessment Report, <br /> dated June 2003. <br /> In January 2004,ATC Associates supervised the installation of five injection wells (IW1 through IW5) <br /> on-site. Each injection well was completed with a shallow and deep sparge point. The shallow <br /> spargepoints were installed to a depth of approximately 74 feet bgs and the deep spargepoints were <br /> installed to a depth of approximately 108 feet bgs. These wells were installed to facilitate remediation <br /> activities. <br /> From February 17 to April 20, 2004, ATC supervised the installation of groundwater monitoring wells <br /> MW6C, MW7C, MW8, MW9A, MW913, MW9C, MW10A, MW10B, and MW10C. These wells were <br /> installed to evaluate the groundwater quality both laterally and vertically downgradient from the site. <br /> In June 2004, operation of the ozone injection system at the site was initiated.The ozone remediation <br /> system consists of a KVA C-SpargeTM System Series 5030 model that has a maximum Os delivery <br /> rate of 4 grams per hour and injection rates of between 2.0 and 3.0 standard cubic feet per minute <br /> (SCFM). <br /> Between May 28 and 30, 2008, ATC supervised the installation of vapor extraction wells VEW1, <br /> VEW2, and VEW3 to depths of approximately 50 feet bgs. These wells were installed to facilitate <br /> remediation pilot testing activities and evaluate soil vapor extraction as an alternative remedial <br /> approach. <br /> During July 2008, one long term and two short term vapor extraction tests (VETs) were conducted <br /> at the site in an effort to evaluate the feasibility of soil vapor extraction (SVE) as a remedial option at <br /> the site. During the long term VET a vacuum was applied to VEW1 for approximately eight hours. <br /> During the first short term VET a vacuum was applied to VEW2 for approximately four hours. A <br /> vacuum was applied to VEW3 for approximately four hours during the second short term VET. <br /> The May 2008 subsurface investigation activities and July 2008 pilot testing were completed in <br /> general accordance with ATC's Subsurface Investigation and Pilot Test Workplan for Jamar Service <br /> Station, 4075 East Main Street, Stockton, California, dated January 15, 2008. This work was <br /> approved by the San Joaquin County Environmental Health Department(SJCEHD) in a letter dated <br /> January 18, 2008. <br /> A sensitive receptor survey was conducted for the site and surrounding area during August 2008 as <br /> reported in ATC's Sensitive Receptor Survey Report for Jamar Service Station, 4075 East Main <br /> Street, Stockton. <br /> In February 2009, ATC submitted the Supplemental Subsurface Investigation Work Plan dated <br /> February 27, 2009.This workplan proposed the advancement of one CPT boring with accompanying <br /> hydropunch borings to collect discrete grab groundwater samples below the "C" zone on site, and <br /> the installation of two deep, discretely screened groundwater wells to monitor the lateral extent of <br /> the groundwater contamination reported in the "C" zone grab groundwater samples collected from <br /> previous CPT borings. <br /> In March 2009, ATC submitted Interim Remediation Implementation Work Plan dated March 5, 2009. <br /> This workplan proposed the installation of one shallow groundwater monitoring well to define the <br /> shallow plume to the north, installation of two additional ozone infusion points and connecting them <br /> to the ozone remediation system (piping is already installed), trenching and piping to connect the <br /> SVE wells on site to the remedial compound, and initiation of interim soil remediation by SVE. <br />
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