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ARCHIVED REPORTS XR0001667
Environmental Health - Public
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3500 - Local Oversight Program
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PR0544513
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ARCHIVED REPORTS XR0001667
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Last modified
6/14/2019 1:04:17 PM
Creation date
6/14/2019 11:03:30 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001667
RECORD_ID
PR0544513
PE
3528
FACILITY_ID
FA0024115
FACILITY_NAME
WEST CLAY PROPERTY
STREET_NUMBER
639
Direction
W
STREET_NAME
CLAY
STREET_TYPE
ST
City
STOCKTON
Zip
95209
APN
14707110
CURRENT_STATUS
02
SITE_LOCATION
639 W CLAY ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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14 May 2004 <br /> AGE-NC Project No 96-0235 <br /> Page 3 of 5 <br /> 3 1 GROUND WATER GRADIENT AND FLOW DIRECTION <br /> Depths to ground water ranged from 17.70 feet to 20 60 feet below the tops of the well casings, <br /> ground water was within the screened intervals of the shallow wells,but was approximately 10 5 feet <br /> above the screened interval of intermediate wells MW-3 and EW-2 and between 19 and 47 feet above <br /> the screened intervals of the deep wells <br /> The elevation of ground water in each well was calculated by subtracting the depth to ground water <br /> from the surveyed casing elevations (Table 1) Ground water elevations at the site ranged from. <br /> 12 41 feet(MW-15A)to 14 05 feet(MW-2)below mean sea level (MSL) The average ground water <br /> elevation at the site was approximately 12 86 feet below MSL The average ground water elevation <br /> in the wells increased by approximately 0 47 feet since the November 2003 ground water monitoring <br /> event <br /> Figure 3 and Figure 4 illustrate the ground water potentiometric surface based on the shallow- and <br /> deep-screened data sets Near the former UST cluster, the shallow-screened data delineate a radial <br /> ground water flow pattern, with a net flow towards the northeast at a gradient of 0 002 ft/ft, the <br /> deep-screened data delineated a ground water flow direction toward the east at a gradient of <br /> 0 009 ft/ft Near the former UST No 3 excavation ground water flow direction at the shallow- <br /> screened data was inferred to be towards the southeast at a gradient of 0 005 ft/ft, ground water flow <br /> direction at the deep-screened level was inferred to be toward the south-southwest at a gradient of <br /> 0 013 ft/ft <br /> 32 ANALYTICAL RESULTS OF WATER SAMPLES <br /> TPH-g was detected in the samples collected from MW-1, MW-2, MW-9 and EW-2 at <br /> concentrations of 11,000 micrograms per liter (µg/1), 19,000 µg/1, 140 µg/l and 190 µg/I, <br /> respectively TPH-d was detected in samples collected from MW-1 and MW-2 at concentrations of <br /> 4 1 µg/1 and 23 µg/1, respectively <br /> Various BTEX compounds were detected in samples MW-1, MW-2 and EW-2 at maximum <br /> concentrations of 750 gg/I benzene (MW-1), 200 µg/1 toluene (MW-2), 810 µg/l ethylbenzene <br /> (MW-2) and 1,570 µg/1 xylenes (MW-2) <br /> MTBE was detected in the water samples collected from MW-9,MW-11B,MW-12B,MW-13B and <br /> MW-14B at concentrations ranging from 22 µ.g/1 (MW-12B) to 140 µg/1 (MW-9) Water samples <br /> analyzed from MW-1,MW-2,MW-14B and EW-2 contained detectable concentrations of 1,2-DCA <br /> at 39 µg1l, 25 µg/l, 38 µg/1 and 10 µg/1, respectively Concentrations ofDIPE, ETBE, TAME, TBA <br /> and EDB were not detected above laboratory reporting limits in any of the water samples collected <br /> during the February 2004 monitoring event <br /> Advanced GeoEnvironmental,Inc. <br />
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