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WORK PLANS 2011-2015
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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2900 - Site Mitigation Program
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PR0540667
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WORK PLANS 2011-2015
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Entry Properties
Last modified
2/8/2019 9:14:46 AM
Creation date
2/7/2019 5:02:31 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
FileName_PostFix
2011-2015
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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Weldon Church Site Background Information <br /> Page 3 of 12 <br /> SITE ASSESSMENT ACTIVITIES <br /> Six soil probe borings were advanced at the site on 20 December 1996. Soil and water <br /> samples were collected at discrete depth intervals from the majority of the probe borings. <br /> Figure 2 depicts the locations of the probe borings. <br /> TPH-g was detected in three of the soil samples analyzed at concentrations as high as <br /> 2,800 mg/kg (P3-6). BTEX compounds were detected in the same three samples at <br /> concentrations as high as 93 mg/kg (total xylene, P1-6). The maximum benzene <br /> concentration detected was 2.8 mg/kg (P1-6). <br /> TPH-g was detected in grab water samples at concentrations as high as 210,000 pg/I (P1). <br /> BTEX compounds were also detected in four of five grab ground water samples at <br /> concentrations as high as 35,000 pg/I (toluene P6). The maximum benzene concentration <br /> detected was 12,000 pg/I (P6). The installation of the soil probe borings was summarized <br /> in the PIER prepared by AGE, dated 10 September 1996. <br /> Between July 1996 and April 1998, a total of six wells were installed on the site and <br /> surrounding properties in order to determine the lateral and vertical limits of the dissolved <br /> hydrocarbon plume. <br /> In July 1996, four soil borings were drilled and completed as 2-inch diameter ground water <br /> monitoring wells with slotted screens from approximately 5 to 25 feet bsg (wells (MW-1 <br /> through MW-4). <br /> In April 1997, soil borings B5 (MW-5) and B6 (MW-6) were drilled and completed as <br /> ground water monitoring wells. Monitoring well MW-5 was completed using a 2-inch <br /> diameter PVC casing with a slotted screen from approximately 3 to 10 feet bsg. Ground <br /> water monitoring well MW-6 was dual-completed with screen intervals installed from a <br /> depth of 20 to 23 feet bsg and 3 to 13 feet bsg. The installation of the first four monitoring <br /> wells was summarized in the PIER prepared by AGE, dated 10 September 1996. <br /> On 07 May 1998, soil borings B13, B14, and B15 were advanced manually and one boring <br /> was completed as a ground water monitoring well. Borings B13, B14 (MW-7), and B15 <br /> were established on the property at 52 West Beverly Place. <br /> On 09 and 10 June and 26 August 2003, nine soil probe borings (1316 through B24) were <br /> advanced on- and off-site. <br /> Seventeen soil samples were analyzed; TPH-g and various BTEX compounds were <br /> detected in samples B17-5, B18-10, and B20-8 at maximum concentrations of 15 (mg/kg) <br /> TPH-g (1320-8), 0.52 mg/kg benzene (1318-10), 0.18 mg/kg toluene (1317-5), 0.24 mg/kg <br /> ethylbenzene (1317-5), and 2.15 mg/kg xylenes (1317-5). Xylenes were also detected in <br /> Advanced CcoEnvironmental,Inc. <br />
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