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ARCHIVED REPORTS XR0000762
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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ARCHIVED REPORTS XR0000762
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Entry Properties
Last modified
2/8/2019 9:52:41 AM
Creation date
2/8/2019 9:30:48 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000762
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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I <br />' Weldon Church Site Background Information <br />' Page 3 of 4 <br /> SITE ASSESSMENT ACTIVITIES <br />' Six soilrobe borings were advanced at the site on 20 December 1996. Soil and water samples were <br /> p g <br /> collected at discrete depth intervals from the majority of the probe borings. Figure 2 depicts the <br />' locations of the probe borings. <br /> TPH-g was detected in three of the soil samples analyzed at concentrations as high as 2,800 mg/kg <br />' (P3-6). BTEX compounds were detected in the same three samples at concentrations as high as <br /> 93 mg/kg(total xylene,P 1-6).The maximum benzene concentration detected was 2.8 mg/kg(P 1-6). <br />' TPH-g was detected in grab water samples at concentrations as high as 210,000 mg/l. BTEX <br /> compounds were also detected in four of five grab ground water samples at concentrations as high <br /> as 35,000 mg/1 (toluene P6). The maximum benzene concentration detected was 12,000 m9/1 (P6). <br /> The installation of the soil probe borings was summarized in the PIER prepared by AGE, dated <br /> 10 September 1996. <br /> IBetween July 1996 and April 1998, a total of six wells were installed on the site and surrounding <br /> properties in order to determine the lateral and vertical limits of the dissolved 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. <br />' In April 1997, soil borings B5 (MW-5)and B6(MW-6)were drilled and completed as ground water <br /> monitoring wells.Monitoring well MW-5 was completed using a 2-inch diameter PVC casing with <br /> a slotted screen from approximately 3 to 10 feet bsg.Ground water monitoring well MW-6 was dual- <br /> completed with screen intervals installed from a depth of 20 to 23 feet bsg and 3 to 13 feet bsg.The <br /> installation of the first four monitoring wells was summarized in the PIER prepared by AGE, dated <br />' 10 September 1996. <br /> On 07 May 1998, soil borings B13, B14, and B15 were advanced manually and one boring was <br />' completed as a ground water monitoring well.Borings B 13,B 14(MW-7),and B 15 were established <br /> on the property at 52 West Beverly Place. The installation of the borings was performed using a <br />' six-inch diameter hand auger. <br /> On 09 and 10 June and 26 August 2003,nine soil probe borings (B 16 through B24) were advanced <br />' on- and off-site. <br /> Seventeen soil samples were analyzed; TPH-g and various BTEX compounds were detected in <br />' samples B17-5, B18-10, and B20-8 at maximum concentrations of 15 (mg/kg) TPH-g (1320-8), <br /> 0.52 mg/kg benzene (B18-10), 0.18 mg/kg toluene(B17-5), 0.24 mg/kg ethylbenzene(B17-5), and <br /> 2.15 mg/kg xylenes(B17-5);xylenes were also detected in sample B16-5.5 at 0.006 mg/kg.The fuel <br /> 1 <br /> Advanced GeoEnvironmentai,Inc. <br /> 1 <br />
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