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ARCHIVED REPORTS XR0001655
Environmental Health - Public
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3500 - Local Oversight Program
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PR0544513
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ARCHIVED REPORTS XR0001655
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Entry Properties
Last modified
6/14/2019 12:19:16 PM
Creation date
6/14/2019 10:57:13 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001655
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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' Site Background Information West Clay Properties <br /> . Page 5 of 6 <br /> intervals were observed at various depths HU4 is characterized by generally moderate to high pore <br />' pressures <br /> Hydrogeologic Unit 5 (HU5) extends from a minimum depth of 166 feet bsg to approximately 191 <br />' feet bsg, HU5 is composed primarily of coarse-grained soils including sand and gravelly sand <br /> interbedded with minor silt and clayey silt and silt HU5 is characterized by generally low pore <br /> pressures, and may be classified as a flow unit HU5 was observed in borings CPT-03 and CPT-04 <br />' and appears to be laterally continuous beneath the site <br /> Hydrogeologic Unit 6 (HU6) was encountered in CPT-03 from approximately 191 feet bsg to <br />' approximately 210 feet bsg The lateral extent of HU6 is not well defined at the site, CPT-01, <br /> CPT-02 and CPT-04 were terminated prior to encountering HU6 HU6 is composed primarily of <br /> fine-grained soils including clayey silt and silt HU6 is characterized by generally moderate to high <br />' pore pressures <br />' ANALYTICAL RESULTS OF GROUND WATER SAMPLES <br /> Various concentrations of target analytes were detected in each grab ground water sample collected <br />' from each sampling interval in soil borings advanced near the former UST No 3 location(CPT-01 <br /> through CPT-03) Analytes of concern were not detected above laboratory reporting limits in grab <br />' ground water samples collected from soil borings advanced near the former UST cluster area(CPT- <br /> 04 and CHB-01) <br />' Former UST No 3 Location <br /> Analytical results of CPT ground water sampling at the former UST No 3 area are as follows <br />' • HU-2 TPH-g and TPH-d were detected in the ground water sample collected from HU-2 at <br /> a concentration of 27,000 micrograms per liter(µg/1)and 8,800 pg/l,respectively,in sample <br />' CPT03/50-54 BTEX constituents were detected in the same sample at concentrations of 21 <br /> µg/l(benzene), 1,000µg/1(toluene), 1,700µg/l(ethylbenzene)and 6,200µg/1(total xylenes) <br />' • HU-3 TPH-g was detected in ground water samples collected from HU-3 at concentration <br /> ranging from 110 µg11 to 190 pg/1 in samples CPT03/74-78 and CPT01/77-81,respectively <br /> BTEX constituents were detected at concentrations as high as 12 µg/1 benzene <br />' (CPTO1/77-81), 27 µg/1 toluene (CPT01/77-81), 8 6 µg/1 ethylbenzene (CPT03/74-78) and <br /> 38 µg/1 total xylenes (CPT03/74-78) TPH-d was not detected in the ground water samples <br /> collected from HU-3 <br />' HU-4 TPH-g and TPH-d were detected in ground water samples collected from HU-4 at <br /> concentrations as high as 30,000 µg11 and 25,000 µg/l, respectively in sample <br />' Advanced GeoEnvironmental,Inc <br />
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