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ARCHIVED REPORTS_XR0010348
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ARCHIVED REPORTS_XR0010348
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Last modified
5/22/2020 11:33:31 AM
Creation date
5/22/2020 11:28:11 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010348
RECORD_ID
PR0545690
PE
3528
FACILITY_ID
FA0005203
FACILITY_NAME
GENOVA BAKERY
STREET_NUMBER
749
Direction
N
STREET_NAME
SIERRA NEVADA
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
15107406
CURRENT_STATUS
02
SITE_LOCATION
749 N SIERRA NEVADA ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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1 <br />' REMEDIATION PROGRESS REPORT <br /> GENOVA BAKERY, 749 NORTH SIERRA NEVADA AVENUE <br /> STOCKTON CALIFORNIA <br />' February 26, 1993 <br /> INTRODUCTION <br />' To remediate gasoline contaminated soil in the vadose zone, <br /> Geological Audit Services, Inc. (GeoAudit) is operating a vapor <br />' extraction system (VES) at the Genova Bakery facility 749 North <br /> Sierra Nevada Avenue, Stockton, California (the site) . The project <br /> is being conducted for the estate of Angelo Rolleri under the <br /> supervision of the San Joaquin County Public Health Services <br />' Environmental Health Division. Data presented in this report <br /> documents remediation activities through December 1992 . Discussed <br /> in the sections below are the project background, VES operation, <br /> status of the remediation project, and actions planned for the <br /> first quarter of 1993. <br />' PROJECT BACKGROUND <br /> The site is located in a flat, primarily residential neighborhood <br /> of Stockton, California. The site location is illustrated on <br /> Figure 1. A plan of the site is presented on Figure 2 . <br /> Gasoline contaminated soil as a result of a now removed, leaking <br />' underground storage tank (UST) was identified in 1987 . Subsequent <br /> assessment of the extent of contamination was done by Groundwater <br /> Technology, Inc (GWT) and documented in reports dated November 13, <br />' 1987 , and October 30, 1988 . <br /> Soil encountered in the environmental investigation consisted of <br /> sandy clay, clayey sand, silty sand, and sand. Ground water was <br />' initially at a depth of approximately 45 feet but declined over <br /> time to an estimated 60 feet at this time. <br />' Hydrocarbon impacted soil was identified to extend from the bottom <br /> of the tank excavation at approximately 14 feet below ground <br /> surface (BGS) to approximately 45 feet BGS in the vicinity of the <br /> former tank. Free product was found on the groundwater. <br /> Free product was removed from the ground water by bailing until the <br /> water level dropped below the bottom of the wells. Remediation of <br />' the soil using vapor extraction was proposed in a Work Plan for In- <br /> Situ Vacuum Extraction by GeoAudit dated May 28, 1991. Details of <br />
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