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ARCHIVED REPORTS_XR0008499
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545857
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ARCHIVED REPORTS_XR0008499
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Last modified
7/15/2020 4:58:32 PM
Creation date
7/15/2020 2:50:12 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008499
RECORD_ID
PR0545857
PE
3528
FACILITY_ID
FA0005147
FACILITY_NAME
E-Z FOOD
STREET_NUMBER
2537
STREET_NAME
WATERLOO
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
11914035
CURRENT_STATUS
02
SITE_LOCATION
2537 WATERLOO RD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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1� <br /> HYDRO <br /> BMRONLMENTAL. <br /> TEDINOLOGIES,INC. <br /> . 3.0 RESULTS AND DISCUSSION <br /> 3.1 Site Stratigraphy <br /> Sediments encountered during this phase of drilling consisted of interbedded lean <br /> clay, lean clay with sand, sandy clay, clayey sand, silty sand and fine to medium <br /> grained sand from ground surface to approximately 35 feet below grade Lean clay, <br /> lean clay with sand and sandy clay with some fat clay and sandy silt was encountered <br /> from approximately 35 feet below grade to 90 feet below grade. The stratigraphy <br /> encountered during this phase of drilling is generally consistent with that <br /> encountered during the previous phase, with the exception that more silt was <br /> encountered previously Complete soil sample descriptions are presented on the <br /> Soil Boring Log and Well Construction Diagrams in Appendix C <br /> 3.2 Results of Soil Sample Analysis <br /> Neither TPHg nor BTEX were detected in concentrations exceeding the method <br /> detection limits in soil samples collected from borings MW-6, MW-7 and MW-8. A <br /> summary of soil sample analytical results is presented on Table 1 A copy of the <br /> laboratory reports and chain-of-custody forms are attached in Appendix E <br /> 3.3 Ground Water Gradient <br /> Ground water was initially encountered dunng drilling between 75.5 and 78 feet <br /> below grade. On December 9, 1993, the depth to ground water in each of the wells <br /> ranged from 73.51 to 74 09 feet below grade. Depth to water measurements and <br /> wellhead elevation data were used to calculate ground water elevation contours. <br /> These contours are shown on Figure 3, the Ground Water Contour Map Figure 3 <br /> shows the ground water flow to be towards the southwest at an approximate <br /> gradient of 0 0013 ft/ft (0 13%) <br /> 3.4 Results of Ground Water Sample Analysis <br /> TPHg was not detected in concentrations exceeding the method detection limits in <br /> ground water samples collected from monitoring wells MW-1, MW-5, MW-6 and <br /> MW-8 TPHg concentrations ranged from 59 parts per billion (ppb) in the ground <br /> water samples collected from both MW-4 and MW-7 to 550 ppb in the ground water <br /> samples collected from MW-3 Benzene was not detected in concentrations <br /> exceeding the method detection limits in ground water samples collected from <br /> monitoring wells MW-1, MW-6, MW-7 and MW-8. Benzene concentrations ranged <br /> from 11 ppb in the ground water sample collected from MW-5 to 270 ppb in the <br /> ground water sample from MW-3 A summary of ground water elevations and <br /> sample analytical results is presented on Table 2. Hydrocarbon concentrations are <br /> 4 <br />
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