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ARCHIVED REPORTS XR0011898
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3500 - Local Oversight Program
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PR0544802
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ARCHIVED REPORTS XR0011898
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Entry Properties
Last modified
11/19/2024 10:19:09 AM
Creation date
9/4/2019 11:52:20 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011898
RECORD_ID
PR0544802
PE
3528
FACILITY_ID
FA0005153
FACILITY_NAME
FAYETTE MANUFACTURING CORP
STREET_NUMBER
7675
Direction
W
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
25014012
CURRENT_STATUS
02
SITE_LOCATION
7675 W ELEVENTH ST
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\wng
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EHD - Public
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(IV:ATC <br /> ASSOCIATES I NC . <br /> Based on the analytical results from soil samples, the lateral extent of soil contamination beneath <br /> the site appears to extend from the former UST locations north (downgradient) less than 100 feet <br /> as indicated by soil samples collected from boring MW-4. Soil samples collected from borings <br /> B1/MW-1, SBI, SB6, MW-4, and MW-5 appear to define residual petroleum hydrocarbon <br /> constituents in soil. The lateral extent of benzene contamination in the soil is shown on Figure 3. <br /> As indicated on Figure 3, the highest concentrations of benzene are present in soil north to <br /> northwest of the former location of the gasoline USTs, in the vicinity of MW-3. <br /> The eastern boundary of residual soil contamination has been estimated based on analytical soil <br /> data from borings SB1 and MW-4 located 40 feet east and 120 feet north-northeast from the <br /> former USTs, respectively, and on a consistent groundwater gradient flow direction to the <br /> north-northwest. <br /> It is noteworthy to mention that MTBE was not detected in any of the soil samples analyzed <br /> above laboratory detection limits by EPA methods 8020 or 8260. Furthermore, the highest <br /> concentration of benzene in soil detected during the various subsurface investigations was only 15 <br /> milligrams per kilogram (mg/kg). This sample (SB3-9.0) was collected from soil boring <br /> SB3/MW-3 located approximately 60 feet downgradient of the former USTs at a depth of 9 feet <br /> bgs. No benzene was detected in this boring's underlying soil sample at 21.5 feet bgs. <br /> Utilizing the areal distribution pattern of benzene as shown on Figure 3, the soluable mass of <br /> benzene was calculated. The total soluable mass for benzene was estimated to be 13.63 Kg. <br /> Assumtions and calculations are included in ATC's Additional Site Evaluation and Request for <br /> No Further Action, dated June 27, 2000. <br /> Groundwater <br /> Based on the analytical results from groundwater samples collected from the on-site monitoring <br /> wells in June 1999, and from grab groundwater samples collected from borings SB 1 through SB7 <br /> on September 24 and October 2, 1996, the lateral extent of groundwater contamination beneath <br /> the site appears to be essentially defined. The dissolved hydrocarbon plume appears to extend <br /> from the former UST locations north and northwest at a distance less than 160 feet. The <br /> groundwater sample collected from MW-4, located approximately 100 feet downgradient of the <br /> former USTs, contained only benzene at a concentration of 1.7 ug/L. The previous March 1999 <br /> water sample collected from MW-4 in did not detect the presence of benzene above the <br /> laboratory method detectection limit of 0.05 ug/L. <br /> The estimated lateral extent of benzene impacted groundwater is shown on Figure 4. As indicated <br /> on Figure 4, the highest concentrations of benzene are present in groundwater north to northwest <br /> of the former location of the gasoline USTs. Well MW1 and borings SBI and SB7 define the <br /> extent of contamination to the south, although directly south of boring SB6 the extent is inferred. <br /> `.• The extent of dissolved contamination to the north is defined by borings SB3 and MW-5. The <br /> extent of contamination to the west is defined by MW-6. The eastern boundary is inferred based <br /> w:\17861\reports\modeling.doc 4 <br />
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