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ARCHIVED REPORTS XR0001625
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3500 - Local Oversight Program
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PR0544513
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ARCHIVED REPORTS XR0001625
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Entry Properties
Last modified
6/14/2019 1:01:32 PM
Creation date
6/14/2019 10:44:15 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001625
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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i J I i R <br /> > > 1 <br /> I i <br /> i <br /> 17 October 2003 I € <br /> AGE-NC Project No 96-0235 <br /> 1 , <br /> "Page 3 of 5 <br /> above the screened interval of intermediate wells MW-3 and EW-2 and between 20 04 and 47 19 feet <br /> above the screened intervals of the deep wells <br /> J I i i <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 /> 1111 <br /> `1 78 feet (MW-8A) to 13 31 feet (MW-2) below mean sea level The average ground_water <br /> elevation in the wells increased by approximately 0 28 feet since the March 2003 ground water <br /> monitonng event <br /> , <br />' Figure 3,and Figure 4 illustrate the ground water potentiometric surface based on the shallow- and, <br /> deep-'screened datasets Near the former UST cluster, the shallow-screened data delineate a radial <br /> ground water flow pattern, with a net flow towards the east at a gradient of 0 002 ft/ft, the deep- <br /> screened data delineated a radial ground'water flow direction toward the northeast at a gradient of <br /> 0 003 ft/fl Near the former UST No 3 excavation ground water flow direction at the shallow- <br /> screened level was inferred to be towards the southeast at a gradient of 0 005 fUft,ground water flow <br /> direction at the deep-screened level was inferred to be toward the south-southwest at a gradient of <br /> ,0 015 ft/ft <br /> 3 2 ANALYTICAL RESULTS OF WATER SAMPLES <br /> TPH-g was detected In the samples collected from MW-1, MW-2, MW-10, EW-1 and EW-2 at <br /> concenvations as high as 86,000 micrograms per liter (µg/1) in the sample collected from EW-1 <br /> TPH-d was detected in samples collected from MW-2 and EW-at concentrations of 19,000 4gil and <br /> 29,000 µg/1, respectively <br /> I � <br />' BTEX compounds were detected in samples MW-1,MW-2,MW-10,EW-1 and EW-2 at maximum'', 'concentrations of 2,400µg/]benzene(MW-1), 1,600 pg/l toluene(EW-1),2,200 µg/1 ethylbenzene ' <br /> (MW-1) and 3,320 µg/1 xylenes (EW-1) <br /> MTBEzwas detected in the water samples collected from MW-9,MW-10,MW-12B,MW-13(A and ; <br /> B), MW-14B and EW-Pat concentrations ranging from 7 0 µg/1'(MW-13A}tor340=µg/1{EW-1} <br />' Water samples analyzed from MW-2, MW-1113, MW-14B and EW-2 contained detectable <br /> concentrations of 1,2-DCA at'5 9 µg/1, 9 3 µg/1 and 8 0 µg/1,respectively Concentrations ofDIPE, <br /> ETBE, TAME, TBA, methanol, ethanol'and EDB were not detected'above laboratory reporting <br />' limits in any of the water samples c6llected during the June 2003 monitoring event <br /> I <br /> Analytical results of water samples collected during the second quarter of 2003 are summarized on <br />' Table 2 and 3,analytical results from previous monitoring events are summarized on Tables 4 and 5 <br /> iFigures 5 and 6 Illustrate'tlh`e ground water contamination plumes in upper and lower ground water <br /> � <br /> Advanced GeoEnvironmental,Inc <br /> I I � <br /> 1 I 1 <br />
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