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2900 - Site Mitigation Program
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PR0009038
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Last modified
5/20/2021 6:01:31 PM
Creation date
5/20/2021 2:19:20 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0009038
PE
2960
FACILITY_ID
FA0004035
FACILITY_NAME
STOCKTON REDEVELOPMENT AGENCY
STREET_NUMBER
448
Direction
W
STREET_NAME
WEBER
STREET_TYPE
AVE
City
STOCKTON
Zip
95203
APN
13726005
CURRENT_STATUS
02
SITE_LOCATION
448 W WEBER AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Y <br /> Applied GeoSystems 4191-E Power Inn Road, Sacramento, CA 95826 (916) 452-2901 <br /> • FREMONT • IRVINE • HOUSTON • BOSTON • SACRAMENTO • CULVER CITY • SAN JOSE <br /> June 21, 1989 <br /> AGS 39048-1W <br /> Mr. Robert A. Sivell <br /> City of Stockton <br /> Community Development Department <br /> City Hall <br /> 425 North E1 Dorado Street <br /> Stockton, California 95202-1997 <br /> Subject: Executive Summary of Work Plan for a Subsurface <br /> Environmental Investigation at the City of Stockton ' s <br /> Waterfront Redevelopment Property, West Weber Avenue <br /> and North Lincoln Street, Stockton California. <br /> Mr. Sivell: <br /> At the request of the City of Stockton Redevelopment Agency, <br /> Applied GeoSystems has prepared this Work Plan for a subsurface <br /> environmental investigation at three parcels forming the City of <br /> Stockton' s Waterfront Redevelopment Property. The parcels are on <br /> the southwest and southeast corners of West Weber Avenue and <br /> North Lincoln Street in Stockton, California. Information <br /> supplied to Applied GeoSystems by the City of Stockton <br /> Redevelopment Agency and a brief site visit indicates that the <br /> parcels are vacant but have previously been used by Union Oil <br /> Company of California, Morton Paint, and several individuals. <br /> Specific tasks associated with the proposed investigation include <br /> conducting a soil-vapor survey; interpreting the information <br /> acquired from the soil-vapor survey to select soil boring and <br /> ground-water monitoring well locations; drilling three soil <br /> borings; constructing 2-inch-inner-diameter ground-water <br /> monitoring wells in the borings; developing the wells and <br /> collecting ground water samples; analyzing selected soil and <br /> ground-water samples; evaluating the ground-water gradient across <br /> the site; and preparing a report documenting our procedures, <br /> methodology, results of analyses, and, if necessary, <br /> recommendations for further work. <br /> M <br />
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