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ARCHIVED REPORTS XR0000760
Environmental Health - Public
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EHD Program Facility Records by Street Name
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BEVERLY
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2900 - Site Mitigation Program
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PR0540667
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ARCHIVED REPORTS XR0000760
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Entry Properties
Last modified
2/8/2019 10:06:19 AM
Creation date
2/8/2019 9:29:23 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000760
RECORD_ID
PR0540667
PE
2960
FACILITY_ID
FA0023252
FACILITY_NAME
WELDON CHURCH PROPERTY
STREET_NUMBER
104
Direction
W
STREET_NAME
BEVERLY
STREET_TYPE
PL
City
TRACY
Zip
95376
CURRENT_STATUS
01
SITE_LOCATION
104 W BEVERLY PL
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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1 <br /> Weldon Church Site Background Information <br />' Page 4 of 4 <br />' in the samples analyzed. <br /> Seventeen ground water samples were analyzed;TPH-g and BTEX compounds were detected only <br /> in the grab ground water samples collected at water-table depth(approximately 10 feet bsg)and at <br /> total depth of borings B 17 and B 18. The highest concentrations of contaminants were detected in <br /> the water table samples at 160,000 µg11 TPH-g in sample B17-1, and 5,600 µg/l benzene, <br /> I 14,000 µg11 toluene, 3,200 µg/1 ethylbenzene, and 12,000 µg/1 xylenes in sample B18-1. At total <br /> depth,maximum TPH-g concentration was 3,900µg/1(B 18-2);however,the BTEX concentrations <br /> were considerably lower;benzene was not detected,maximum toluene concentration was 3.8 µg/1 <br /> I <br /> (B18-2), maximum ethylbenzene concentration was 2.2 µg11 (B17-2), and maximum xylene <br /> concentration was 16.8µg/1(B 18-2).No other target analytes were detected in the samples analyzed. <br /> A total of 24 soil borings have been advanced on and off the site, seven of which have been <br /> completed as ground water monitoring wells,providing data concerning hydrocarbon impact on soil <br /> and ground water, soil composition, and ground water flow direction. Laboratory analysis of soil <br /> samples collected from monitoring wells and soil probe borings constrain the plume of impacted soil <br /> to the immediate vicinity of the former UST excavation.The lateral extent of impacted ground water <br /> appears to be delineated in all directions from the former UST excavation. Laboratory analysis of <br />' . ground water samples collected from well MW-4, north of the former UST excavation, has <br /> consistently detected TPH-g and BTEX. Sample analytes have also generally been detected in <br /> samples from well MW-1.These detections,however,were not confirmed north of well MW-4 with <br /> additional soil borings toward the north, east, and west of MW-4. <br /> Advanced GeoEnvironmental,Inc. <br /> I <br />
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