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ARCHIVED REPORTS XR0006246
Environmental Health - Public
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3500 - Local Oversight Program
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PR0544294
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ARCHIVED REPORTS XR0006246
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Last modified
3/29/2019 4:23:36 PM
Creation date
3/29/2019 4:15:13 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006246
RECORD_ID
PR0544294
PE
3528
FACILITY_ID
FA0007044
FACILITY_NAME
SAFEWAY MEAT PROCESSING PLANT
STREET_NUMBER
1111
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95206
APN
16326007
CURRENT_STATUS
02
SITE_LOCATION
1111 NAVY DR
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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' Stockton Meat Plant - Case Closure Page 9 <br /> March, 1996 <br /> According to Soil Survey maps published by the Soil Conservation Service <br /> (SCS), the soils at the subject site consist predominantly of the Jacktone Clay. <br /> This urut is slowly permeable and contains a hardpan at depths of 20 to 40 <br /> inches Previous subsurface borehole data at the site show the upper soil <br /> profile (to approximately 26 feet bgs) to be dominated by low permeability silty <br /> and clayey units More permeable clean to silty sands interbedded with low <br /> permeability units were noted below a depth of 26 feet bgs " <br /> The above geologic description matches the subject site well However, other <br /> investigators have identified the interface between the low permeability <br /> upper zone with the high permeability sandy unit from between 17 to 25 feet <br /> bgs <br /> Site Hydrogeology <br /> The following excerpt is taken from the Krazen Report, reference Attachment <br /> G <br /> "Review of the San Joaquin County Flood Control and Water Conservation <br /> District map entitled "Ground Water Elevations, Spring 1993" shows a <br /> groundwater elevation contour of -20 feet in the vicinity of the subject <br /> property Review of the 7 5 minute Stockton West, California topographic <br /> quadrangle map, photo-revised 1987, indicates an elevation of 7 feet above <br /> mean sea level (amsl) near the subject property Comparison of the two <br /> elevations indicates that groundwater in the vicinity of the project site would <br /> approximately 27 feet below existing grade On site monitoring well MW-5 <br /> was sounded at the start of field activities (September 21, 1995), the depth to <br /> groundwater was noted to be approximately 24 5 feet below ground surface at <br /> the time <br /> The WCD map also indicates that the lateral component of groundwater flow <br /> is generally in a east-northeast direction in the vicinity of the site. Review of <br /> the WCD maps from previous years indicate that groundwater flow direction <br /> has remained essentially unchanged during recent years The most recent <br /> groundwater elevation data from on-site monitoring wells also suggests an <br /> easterly flow direction . " <br /> Table 1 summarizes the known depths to groundwater and the flow <br /> direction As indicated the flow direction in the last six sampling events has <br /> been primarily in an easterly direction, matching the regional flow direction <br /> noted in the WCD maps <br /> Figures 3 and 4 are graphical representations of changes over the last 6 <br /> sampling events in groundwater elevation and the diesel concentrations, <br /> respectively, for each monitoring well MW-4, -5, and -6 As indicated in <br />
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