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ARCHIVED REPORTS_XR0008413
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ARCHIVED REPORTS_XR0008413
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Last modified
7/21/2020 10:00:58 AM
Creation date
7/21/2020 9:46:52 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008413
RECORD_ID
PR0545864
PE
3528
FACILITY_ID
FA0004530
FACILITY_NAME
MARLOWE PROPERTY
STREET_NUMBER
4648
STREET_NAME
WATERLOO
STREET_TYPE
RD
City
STOCKTON
Zip
95215
CURRENT_STATUS
02
SITE_LOCATION
4648 WATERLOO RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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1 <br /> 18 February 1997 <br /> AGE-NC Project No 95-0104 <br /> Page 2 of 22 <br /> Samples <br /> • On 14 January 1992, ground water elevations were reported to have decreased below the <br /> screen interval of MW-1 <br /> • In December 1992, ground water monitoring well MW-2 was installed southwest of the <br /> former UST area, to a total depth. of 110 feet Petroleum hydrocarbons were not detected in <br /> soil samples collected during the construction of MW 2, however, benzene and halogenated <br /> volatile organic compounds (HVOCs) were detected in the initial ground water samples <br /> Analytical results of soil and ground water samples are summarized in Tables 1 and 2, <br /> respectively <br /> • On 29 and 30 September 1993, ground water monitoring wells MW-3 and MW-4 were <br /> installed down-gradient of the former UST area to total depths of 100 and 105 feet, <br /> respectively Petroleum hydrocarbons were not detected in selected soil samples, however, <br /> HVOCs (bromomethane) were detected at low concentrations in soil samples from MW-4 <br /> IAnalytical results of soil and ground water samples are summarized in Tables I and 2 <br /> • On 4 April 1994, soil vapor extraction well VW-I was installed within the former UST <br /> • excavation to a total depth of 80 feet bsg TPH-g was detected in soil samples from VW-1 <br /> Analytical results of soil samples are summarized in Table I <br /> • On 06 March 1995, an eight-hour soil vapor extraction pilot test was performed to provide <br /> feasibility data prior to initiation of a full-scale remediation system Analytical results of vapor <br /> samples collected during the pilot test are summarized in Table 3 - Analytical Results Of <br /> Vapor Samples <br /> Additional background information is summarized in numerous Quarterly Reports submitted to PHS- <br /> EHD (prepared by Geological Audit Services Inc and AGE) between 1992 and 1996 <br /> 23 REGIONAL GEOLOGICAL/HYDROGEOLOGICAL SETTING <br /> The subject site is located in the eastern portion of the Great Valley geomorphic province of <br /> California The valley is a nearly flat, elongate trough trending northwest and southeast for <br /> approximately 450 miles The valley is enclosed by the igneous Sierra Nevada on the east and the <br /> sedimentary and metamorphic Coast Ranges on the west The surficial and upper several hundred feet <br /> of subsurface sedimentary layers consist of a great thickness of predominantly unconsolidated alluvial <br /> and floodplain deposits (dominantly sand, silt, and clay) of Quaternary age, which are derived from <br /> the predominantly granitic mountains of the Sierra Nevada Beneath the upper sedimentary deposits <br /> lie a thick sequence of marine deposits of Mesozoic age These units are underlain by a pre-Jurassic <br /> complex of igneous and metamorphic basement rock <br /> I <br />
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