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WORK PLANS 1994-2010
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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BEVERLY
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104
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2900 - Site Mitigation Program
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PR0540667
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WORK PLANS 1994-2010
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Entry Properties
Last modified
2/8/2019 8:42:54 AM
Creation date
2/7/2019 4:39:15 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
FileName_PostFix
1994-2010
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 5 <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/1. BTEX <br /> compounds were also detected in four of five grab ground water samples at concentrations as high <br /> as 35,000 mg/l (toluene P6). The maximum benzene concentration detected was 12,000 mg/l (P6). <br /> The installation of the soil probe borings was summarized in the PIER prepared by AGE, dated <br /> 10 September 1996. <br /> Between 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 B 13, B 14, and B 15 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 B 17-5, B 18-10, and B20-8 at maximum concentrations of 15 (mg/kg) TPH-g (B20-8), <br /> 0.52 mg/kg benzene(B 18-10), 0.18 mg/kg toluene(B 17-5),0.24 mg/kg ethylbenzene(B 17-5), and <br /> 2.15 mg/kg xylenes(B 17-5);xylenes were also detected in sample B 16-5.5 at 0.006 mg/kg.The fuel <br /> additive MTBE was detected in the four soil samples analyzed from borings B 17 and B 18, at a <br /> maximum concentration of 0.29 mg/kg (1317-5), and was detected in soil samples collected from <br /> total depth in both borings,at a concentration of 0.012 mg/kg.No other target analytes were detected <br /> Advanced GeoEnvironmental,Inc. <br />
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