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ARCHIVED REPORTS XR0000632
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3500 - Local Oversight Program
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PR0544166
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ARCHIVED REPORTS XR0000632
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Last modified
2/22/2019 5:24:21 PM
Creation date
2/22/2019 2:09:35 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000632
RECORD_ID
PR0544166
PE
3528
FACILITY_ID
FA0005252
FACILITY_NAME
GREYHOUND LINES INC
STREET_NUMBER
121
Direction
S
STREET_NAME
CENTER
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
13730011
CURRENT_STATUS
02
SITE_LOCATION
121 S CENTER ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
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EHD - Public
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Parsons Engineering Science, Inc ' <br /> i <br /> Aromatic Hydrocarbons <br /> BTEX compounds were not detected in any of the groundwater samples (Figure 4 and <br /> Table 3) <br />' ASSESSMENT OF CONTAMINATION <br /> Introduction <br /> This section provides an assessment of the type, magnitude and extent of soil and <br /> groundwater contamination associated with the former UFST and associated piping Both <br /> historical data and data recently collected are used in this assessment <br /> Geolo ical and H dro eolo :cal Assessment <br /> A cross-section location map is presented as Figure 5 Strati&we—recompll <br /> o s are <br /> presented as Figures b and 7 The continuity between data pon the <br /> laterally discontinuous nature of the sediments These cross-sectsd using <br /> borehole data from several sources, including ES (1991, 1993ecently <br /> performed and described in this report <br /> Examination of the geologic cross-sections (Figures 6 and 7) indicate that the subsurface <br /> environment is heterogeneous and anisotropic The predominant materials encountered were <br /> silts and clays with minor lenses/layers of silty/clayey sands Between 1 and 15 feet bgs a <br />' deposit of fill material, consisting of brown sand, was encountered The thickest sequences <br /> of fill material were encountered in the vicinity of the former UFST excavation pit Below <br /> this fill layer is the sequence of silts and clays with interbedded sands (ranging from I to 10 <br /> feet in thickness) This sequence extends at least to a depth of 52 feet bgs <br /> Onsite water level measurements indicate that the depth to groundwater has ranged from <br /> approximately 28 to 45 feet bas (Appendix G) Previous water level measurements in wells <br /> MW-1, 2, and 3 have indicated that the horizontal groundwater flow direction onsite is south- <br /> southwest The September 1996 measurements, which include a measurement from <br /> monitoring well MW-4, indicate that the horizontal flow direction is west-southwest <br /> Soil Contamination Assessment <br /> The type of contaminants detected in soil samples include TPH-D and BTEX TPH-G <br /> was not detected in the six subsurface soil samples that were analyzed for TPH-G <br /> A total of 90 subsurface soil samples have been collected on and near the site since <br /> September 1991 (Appendix H) TPH-D was not detected in 48 of these samples <br /> Concentrations in the other samples ranged from 1 0 mg/kg (Samples SBI-15, SBI-35, and <br /> SB3-10) to 15,000 mg/kg (Sample SB7-15) in the remaining 42, however, only five samples <br /> PARESSYROE VOL]R 1WP1727607 80969127607803 WW6 8 <br />
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