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2900 - Site Mitigation Program
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PR0541344
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Last modified
12/13/2019 12:30:38 PM
Creation date
12/13/2019 11:05:12 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0541344
PE
2960
FACILITY_ID
FA0023692
FACILITY_NAME
GUARDINO & CRAWFORD
STREET_NUMBER
517
Direction
W
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
13721410
CURRENT_STATUS
01
SITE_LOCATION
517 W FREMONT ST
P_LOCATION
01
QC Status
Approved
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Work Plan Addendum - April 1997 <br /> Guardino and Crawford <br /> 517 West Fremont Street <br /> Stockton, California <br /> 1 .0. INTRODUCTION <br /> In accordance with the request of Mr. Dave Guardino, Advanced GeoEnvironmental, Inc. (AGE) <br /> has prepared this Work Plan Addendum for the installation of five soil probe borings at 517 West <br /> Fremont Street in Stockton, California (the site). The location of the site is depicted in Figure 1 - <br /> Location Map. A plan of the site is included in Figure 2 - Site Plan. <br /> The investigation is performed in accordance with San Joaquin County Public Health Services - <br /> Environmental Health Division (PHS-EHD) and Central Valley Regional Water Quality Control <br /> Board (CVRWQCB) guidelines for the investigation of underground storage (UST) sites. <br /> 2.0. BACKGROUND <br /> 2 . 1 , SITE DESCRIPTION <br /> The site is located on Fremont Street in a relatively flat area of west Stockton, south of the site is the <br /> Stockton Deep Water Channel. Local land use in the vicinity of the site is industrial and commercial. <br /> Residential areas are located adjacent to the site . <br /> 2 .2 . UNDERGROUND STORAGE TANK REMOVAL <br /> It is our understanding that one underground storage tank (UST), dispenser and associated piping <br /> were removed from the site in September 1989 . Soil samples collected beneath the UST and the <br /> dispenser indicated an unauthorized release of hydrocarbons. <br /> 2 . 3 . PREVIOUS SITE ASSESSMENT - GEOPROBE PROBE BORINGS <br /> Three probe borings were installed at the site on 19 September 1995 (Figure 2) . The probe borings <br /> were advanced using a van-mounted Geoprobe 5400 soil probing machine equipped with 1 . 125-inch <br /> diameter rods. Probe boring PI was advanced down gradient from the former UST area, while boring <br /> P2 was advanced through the former UST excavation and boring P3 was established near the former <br /> dispenser location, each to 25 feet below surface grade (bsg). Probe boring P 1 was advanced to a <br /> r . � <br /> approved 40-m1 VOA vials. <br />
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