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ARCHIVED REPORTS_XR0006616
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545948
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ARCHIVED REPORTS_XR0006616
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Last modified
9/29/2020 10:22:59 PM
Creation date
8/5/2020 4:00:05 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006616
RECORD_ID
PR0545948
PE
3528
FACILITY_ID
FA0005159
FACILITY_NAME
FILL-EM FAST
STREET_NUMBER
1012
Direction
W
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95336
APN
21903024
CURRENT_STATUS
02
SITE_LOCATION
1012 W YOSEMITE AVE
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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U f <br /> HYDRO <br /> INVIRONIMMAL <br /> TECHNOLOGIES,INC. <br /> 3.0 RESULTS AND DISCUSSION <br /> 3.1 Site Stratigraphy <br /> Sediments encountered during this phase of drilling consisted primarily of silty <br /> sand overlying fine to medium grained sand with some lean clay and lean clay with <br /> sand from ground surface to 30 feet below grade The stratigraphy encountered <br /> during this phase of drilling is generally consistent with that encountered during <br /> the previous phase Complete soil sample descriptions are presented on the Soil <br /> 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-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 during drilling at depths of 20.5 and <br /> 25 5 feet below grade in borings MW-7 and MW-8, respectively On December 9, <br /> 1993, the depth to ground water in each of the wells ranged from 17 22 to 18 85 feet <br /> below grade. Depth to water measurements and wellhead elevation data were used <br /> to calculate ground water elevation contours. These contours are shown on <br /> Figure 3, the Ground Water Contour Map Figure 3 shows the ground water flow to <br /> be towards the northwest at an approximate gradient of 0 0006 ft/ft (0 06%'0) <br /> 3.4 Results of Ground Water Sample Analysis <br /> TPHg was not detected in concentrations exceeding the method detection linuts in <br /> ground water samples collected from monitoring wells MW-4, MW-6, MW-7 and <br /> MW-8 TPHg concentrations ranged from 230 parts per billion (ppb) in the ground <br /> water samples collected from MW-2 to 1,200 ppb in the ground water samples <br /> collected from MW-1 Benzene was not detected in concentrations exceeding the <br /> method detection limas in ground water samples collected from monitoring wells <br /> MW-3, MW-4, MW-7 and MW-8 Benzene concentrations ranged from 16 ppb in <br /> the ground water sample collected from MW-6 to 95 ppb in the ground water �I <br /> sample from MW-1 A summary of ground water elevations and sample analytical <br /> I ' i results is presented on Table 2 , Hydrocarbon' concentrations are displayed <br /> graphically on the Hydrocarbon 'Concentration Map (Figure 4) A copy of the <br /> laboratory reports and chain-of-custody forms are attached in Appendix E <br /> I <br /> t t <br /> V i V I <br /> I l f <br /> I �I <br /> I 4 l <br /> tl Ill I' IIT <br /> li ill it V � VI i I Y I <br />
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