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ARCHIVED REPORTS XR0011900
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3500 - Local Oversight Program
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PR0544802
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ARCHIVED REPORTS XR0011900
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Last modified
11/19/2024 10:19:09 AM
Creation date
9/4/2019 11:53:16 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011900
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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v_ <br /> 71 <br /> A S S O C I A T E S I N C <br /> On July 18, 1995, Smith Technology supervised the installation of three groundwater monitoring <br /> wells, MW-1, MW-2, and MW-3 (Figure 2). During installation of the monitoring wells, soil <br /> samples were collected from the borings. On July 21, 1995, Smith Technology developed and <br /> sampled monitoring wells MW-1, MW-2 and MW-3. Analytical results of the soil and <br /> groundwater samples collected indicated elevated concentrations of petroleum hydrocarbons were <br /> present in the soil and groundwater downgradient of the former gasoline UST locations. <br /> On September 24 and October 2, 1996, Smith Technology conducted an additional subsurface <br /> investigation at the site. A total of 9 soil borings were advanced to depths up to 15 feet below <br /> ground surface. Soil, soil vapor, and groundwater samples were collected from the borings. <br /> Analytical results of the soil and groundwater samples indicated the general extent of total <br /> petroleum hydrocarbons as gasoline (TPHg), benzene, toluene, ethylbenzene, and xylenes <br /> (BTEX), and methyl tertiary butyl ether (MTBE) in soil and groundwater under the site. <br /> Analytical results for geochemical parameters in soil and groundwater indicated bioremediation is <br /> occurring in the plume of petroleum hydrocarbons in groundwater beneath the site. Analytical <br /> results of soil vapor samples indicated the availability of oxygen, carbon dioxide, nitrogen and <br /> methane in the vadose zone. Also, results of laboratory geophysical testing on soil samples from <br /> the site indicated that the potential receptor on-site, the water supply well, would not be affected <br /> by the plume of petroleum hydrocarbons in groundwater within the next 20 years, in the worst <br /> case. <br /> On March 9, 1999, ATC supervised the installation of three groundwater monitoring wells, MW- <br /> 4, MW-5, and MW-6 (Figure 2). During installation of the monitoring wells, soil samples were <br /> collected from the borings. On March 11, 1999, ATC developed and sampled monitoring wells <br /> MW-4, MW-5, and MW-6. Analytical results of the soil and groundwater samples collected <br /> indicated are contained in ATC's Summary Report Additional Subsurface Investigation, 7675 <br /> West Eleventh Street, Tracy, California, dated May 12, 1999. <br /> Based on information collected to date and based on a verbal discussion with Mr. Ron Rowe of <br /> PHS/EHD, ATC submitted a closure report request dated June 27, 2000. PHS/EHD did not <br /> formally respond to the report but instead requested that ATC perform another monitoring event. <br /> GROUNDWATER SAMPLING AND GRADIENT EVALUATION <br /> ATC personnel performed the latest quarterly groundwater monitoring of monitoring wells on <br /> June 14, 2001. Field work consisted of measuring depth-to-water levels in all wells, collecting <br /> groundwater samples from all wells, and submitting groundwater samples for laboratory analysis. <br /> Water level measurements were collected from groundwater monitoring wells MW-1 through <br /> MW-6. The depth to water ranged from 7.10 to 8.73 feet below top of well casing elevation. <br /> Groundwater elevations have increased an average of 0.28 feet since February 2001. The water <br /> level data were used to develop the groundwater elevation contour map (Figure 2). Assuming <br /> wA17861\rep rU\2gnr2001.dm 2 <br />
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