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ARCHIVED REPORTS XR0011897
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3500 - Local Oversight Program
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PR0544802
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ARCHIVED REPORTS XR0011897
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Last modified
11/19/2024 10:19:09 AM
Creation date
9/4/2019 11:51:49 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011897
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 /> OLTC <br /> A S S O C I A T E S I N C <br /> groundwater samples from all wells, and submitting groundwater samples for laboratory <br /> analyses. <br /> Water level measurements were collected from groundwater monitoring wells MW-1 through <br /> MW-6. The depth to water ranged from 7.58 to 9.28 feet below top of well casing elevation. <br /> Groundwater elevations have decreased an average of 1.10 feet since the previous quarterly <br /> monitoring event conducted in June 2002. The water level data were used to develop the <br /> groundwater elevation contour map (Figure 2). Assuming that horizontal isotropic conditions <br /> prevail, groundwater in the uppermost aquifer beneath the site flowed in a northerly direction. <br /> The average hydraulic gradient on January 12, 2004, was calculated to be approximately 0.003 <br /> ft/ft or approximately 16 feet/mile. The data indicate a groundwater gradient that is generally <br /> consistent with previous groundwater gradients observed at the site. A summary of groundwater <br /> monitoring data is presented in Table 1. Groundwater elevations are referenced to feet above <br /> mean sea level. <br /> Groundwater samples were collected from monitoring wells MW-1 through MW-6. Prior to <br /> collection of groundwater samples a minimum of three well casing volumes were purged. The <br /> pH, electrical conductivity, and temperature were measured and allowed to stabilize before <br /> groundwater samples were collected. Samples were then collected from each well using <br /> disposable bailers. Purge water was contained in 55-gallon DOT approved drums. Groundwater <br /> `., well purge and sample logs are provided in Appendix A. <br /> The groundwater samples collected from each well were submitted with Chain of Custody <br /> Record to State-certified Argon Laboratories Inc. (ELAP Cert. No. 2359). The samples were <br /> analyzed for TPHg by EPA Method 801513; BTEX by EPA Method 802113; and MTBE, tert- <br /> amyl methyl ether (TAME), TBA, di-isopropyl ether (DIPE), ethyl-tert-butyl ether (ETBE), 1,2- <br /> dichloroethane (1,2-DCA), and 1,2-dibromoethane (EDB) by EPA Method 826013. <br /> RESULTS OF LABORATORY ANALYSES <br /> The laboratory analytical results indicate petroleum hydrocarbons were detected in the <br /> groundwater samples collected from monitoring wells MW-2 and MW-3. TPHg, BTEX, and <br /> MTBE were detected in the sample collected from MW-2 at concentrations of 500 micrograms <br /> per liter (µg/1), 200 µg/1, 2.1 µg/l, 3.6 µg/1, 1.9 µg/1, and 10 µg/1, respectively. TPHg, benzene, <br /> and ethyl benzene were detected in the sample collected from MW-3 at concentrations of 600 <br /> µg/1, 180 pg/1, and 45 gg/l, respectively. Petroleum hydrocarbons were not detected at or above <br /> the laboratory reported detection limits in the groundwater samples collected from monitoring <br /> wells MW-1, MW-4, MW-5, and MW-6. EDB and 1,2-DCA were not detected at or above the <br /> laboratory reported detection limit in any of the groundwater samples. Groundwater analytical <br /> results are summarized in Table 2. The laboratory analytical reports are included in Appendix B. <br /> `r <br /> V <br /> sAEnvironmenta1\1 786 1\reports\1 gmr2004.doc 3 <br />
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