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2900 - Site Mitigation Program
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PR0516739
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Entry Properties
Last modified
2/14/2019 10:33:08 AM
Creation date
2/14/2019 10:27:05 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0516739
PE
2950
FACILITY_ID
FA0012765
FACILITY_NAME
GLEASON PARK PROPERTIES
STREET_NUMBER
0
STREET_NAME
CALIFORNIA
STREET_TYPE
ST
City
STOCKTON
Zip
95203
CURRENT_STATUS
02
SITE_LOCATION
CALIFORNIA ST
QC Status
Approved
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EHD - Public
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0 • <br /> 1 <br /> City of Stockton Redevelopment Agency B34604.01a <br /> ' February 16, 2001 Page 2 <br /> 2.2 Geologic and Hydrologic Char cteristics: The following subsections summarize the <br /> geology and hydrology of the Stockton area. <br /> 2.2.1 Geolo¢v: The SITES are in the central portion of the San Joaquin Valley within the southern <br /> ' portion of the Great Valley geomorphic province of California. The Great Valley is a nearly flat <br /> northwest to southeast trending structural basin spanning approximately 450 miles from the Cascade <br /> Mountains in the north to the Tehachapi Mountains in the south and 50 miles wide form the Coast <br /> ' Ranges in the west to the Sierra Nevada in the east. The Great Valley has been filled with a <br /> sequence of alluvium of Pliocene to Holocene age which overlie sedimentary rocks of Cretaceous <br /> to Tertiary age. These sedimentary units, in turn, overlie a crystalline basement of Paleozoic and <br /> Mesozoic metamorphic and igneous rocks. The shallow subsurface geology in the area is a <br /> heterogeneous mix of gravel, sand, silt, I <br /> d clay(Hackel, 1966). <br /> ' 2.2.2 Hydrology: Sediments containing fresh groundwater in the San Joaquin Valley are largely <br /> unconsolidated silts and sands derived from river channel, flood plain, and alluvial fan deposits of <br /> Pliocene to Recent age(Davis and others, 1959). The depth to first encountered groundwater in the <br /> vicinity of the SITES was reported to be approximately 45 feet below site grade(BSG)and flowed <br /> to the north during the installation of thremonitoring wells as part of a groundwater investigation <br /> at Skips Service Station at 300 California Street in March of 1995. <br /> Local groundwater flow and water table elevation may be influenced by pumping ofwater wells and <br /> ' recharge from various sources. The effec of these influences on groundwater is beyond the scope <br /> of this investigation. <br /> 2.3 Project History The project history was compiled from the PHASE I investigations <br /> conducted by Twining during April, 2000. Review of historical site uses indicate the following <br /> former activities and facilities on or near the SITES that may have impacted the environmental <br /> ' conditions at the SITES. <br /> Ski 's Auto Re air 300 Califoniia Street <br /> ' The areas of concern exist associated with: <br /> 1.01 The on-going soil and groundwater investigation at Skips Service Station; and <br /> 1.02 The areas of concern that have not been previously investigated. These areas include <br /> a clarifier in the auto repair bays, and some stained soil observed along the eastern <br /> edge of the concrete apron of the building. <br /> American Body Shop (323 American Street) <br /> The areas of concern exist associated with: <br /> • The clarifier and an unde Iground hydraulic hoist located in the service bay at the <br /> SITE. <br /> California Radiator Works(328 California Street) <br /> The areas of concern exist associated with: <br /> • The former carpet cleaning/awning repair and storage facility which occupied the <br /> SITE for an unknown period of time until 1960; <br /> ' The two dip tanks located on a wooden flooring within the existing structure; <br />
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