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WORK PLANS_FILE 2
Environmental Health - Public
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PR0542014
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WORK PLANS_FILE 2
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Last modified
1/16/2020 5:32:07 PM
Creation date
1/16/2020 4:08:34 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
FileName_PostFix
FILE 2
RECORD_ID
PR0542014
PE
2960
FACILITY_ID
FA0023306
FACILITY_NAME
LARRYS AUTO REPAIR
STREET_NUMBER
308
Direction
N
STREET_NAME
GRANT
STREET_TYPE
ST
City
STOCKTON
Zip
95205
CURRENT_STATUS
01
SITE_LOCATION
308 N GRANT ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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� til <br /> Advanced <br /> GeoEnvironmental , Inc . -; - <br /> 07 June 2012 RECEIVED <br /> AGE-NC Project No. 95-0184 <br /> JUN 18 2012 <br /> Ms. Vicki McCartney 6WIR0NINEW,4LHEALTH <br /> Mr. Nuel Henderson PERMR/SE <br /> San Joaquin County Environmental Health Department RVICES <br /> 1868 East Hazelton Avenue <br /> Stockton, CA 95205 <br /> Subject: In-Situ Air Sparging/Soil Vapor Extraction Remediation Work Plan <br /> LARRY'S AUTO REPAIR <br /> 308 North Grant Street, Stockton, California <br /> Dear Ms. McCartney: <br /> At the request of Mr. Charles Skobrak, Advanced GeoEnvironmental, Inc. (AGE) has <br /> prepared an updated remediation work plan for the site at 308 North Grant Street, <br /> Stockton, California. <br /> 1.0. BACKGROUND <br /> The site is located on the northeast corner of the intersection of Grant Street and Miner <br /> Avenue. The site is currently operated as Larry's Auto Repair and was formerly operated <br /> as De Rollo Mazda. The property is occupied by a single building with attached canopy and <br /> a parking area. In 1987, one 1,000-gallon gasoline underground storage tank (Tank Area <br /> #1) was removed from the northwestern corner of the site. <br /> In 1990, one 1,000-gallon gasoline UST and one 1 ,000-gallon diesel UST (Tank Area #2) <br /> were removed from beneath the sidewalk at the southeastern corner of the site. Petroleum <br /> hydrocarbons were detected in soil samples collected beneath each UST. <br /> The upper portion of the site section consists of silty clay and clayey silt with sand lenses <br /> encountered d rin drilling and soil sampling (including cone penatration testing). The <br /> primary water bWhanit which can sustain ground water recharge is located at a depth <br /> of 60 feet below surface grade (bsg), the current ground water table resides at feet bsg; <br /> while the majority of the adsorbed contamination, with aromatic compounds is located <br /> within the upper section of the site. <br /> 837 Shaw Road• Stockton, CA 95215 <br /> Telephone(209)467-1006 • Fax (209)467-1 1 1 8 <br />
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