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ARCHIVED REPORTS_XR0004880
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0505329
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ARCHIVED REPORTS_XR0004880
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Last modified
3/4/2020 8:59:47 AM
Creation date
3/4/2020 8:54:16 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004880
RECORD_ID
PR0505329
PE
2950
FACILITY_ID
FA0006715
FACILITY_NAME
TRACY COLD STORAGE INC
STREET_NUMBER
24500
Direction
S
STREET_NAME
MACARTHUR
STREET_TYPE
DR
City
TRACY
Zip
953780420
APN
25024001
CURRENT_STATUS
02
SITE_LOCATION
24500 S MACARTHUR DR
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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5.2 Ground Water Gradient <br /> A ground water gradient map was produced from the data obtained from the October 8, <br /> 1996 sampling event (Figure 2). The elevations used in the calculation are summarized <br /> in Table 4. Although wells MW-2, MW-3 and MW-4 were not sampled during this <br /> event, depth to water measurements were collected and used in calculating the ground <br /> water gradient. The ground water flow direction is toward the northwest during this <br /> ' sampling event. This gradient and flow direction is consistent with previous monitoring <br /> events. <br /> ' TABLE 4 <br /> Monitoring Well Water Elevations <br /> ' Well Date Well Collar Depth to Water Ground Water <br /> Number Elevation (feet) Elevation (feet) <br /> (feet) <br /> ' MW-1 10/08/96 57.70' 10.6I' 47.09' <br /> MW-2 10/08/96 58.82' 10.81' 48.01' <br /> MW-3 10/08/96 58.22' 10.24' 47.98'-- <br /> MW-4 10/08/96 57.46' 10.20' 47.26' <br /> ' MW-5 10/08/96 57.86' 11.21' 46.65' <br /> MW-6 10/08/96 57.27' 10.69' 46.58' <br /> MW-7 10/08/96 56.15' 8.86' 47.29' ' <br /> MW-8 10/08/96 56.09' 9.01' 47.08' <br /> MW-9 10/08/96 56.60' 9.81' 46.79' <br /> ! 5.3 Discussion of Analytical Results <br /> Analytical laboratory data indicate a modest decrease in detected constituent levels in <br /> monitoring wells MW-1 and MW-6. The remaining wells, MW-5, MW-7 MW-8 and <br /> MW-9 each indicated non detectable levels for all analyzed constituents. These data are <br /> consistent with data obtained from previous quarterly sampling events. <br /> 6.0 CONCLUSIONS <br /> The following conclusions and recommendations are based on the observations and <br /> analytical data collected to date. Site, soil and ground water conditions not discovered or <br /> ' currently known may cause a change in the opinions presented in this report. <br /> CA95DE-029 American Geological Services, Inc. <br /> 11 <br />
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