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3500 - Local Oversight Program
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PR0544495
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SITE HISTORY
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Last modified
5/28/2019 10:55:38 AM
Creation date
5/28/2019 10:41:35 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE HISTORY
RECORD_ID
PR0544495
PE
3528
FACILITY_ID
FA0003688
FACILITY_NAME
INDUSTRIAL RAILWAYS COMPANY - STOCKTON YARD
STREET_NUMBER
1645
STREET_NAME
CHEROKEE
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
11910013
CURRENT_STATUS
02
SITE_LOCATION
1645 CHEROKEE RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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fbg. TPH-d was also detected in boring B-14/MW-7 at a concentration of 1.5 mg/kg at a depth of <br /> 6o fbg, and in boring B-12 at a concentration of 2.2 mg/kg at a depth of 65 fbg. TPH-g was only <br /> detected in boring B-17 at concentrations of 0.31 mg/kg at a depth of 50 fbg.All other analytes <br /> were below their respective laboratory reporting limits. <br /> Soil analytical data from the six borings did not indicate the presence of any significant residual <br /> soil impacts with the possible exception of the sample from boring B-17 collected at a depth of <br /> 50 fbg. However, this sample was collected at the approximate depth of the soil-groundwater <br /> interface and is likely more representative of groundwater conditions at that location. <br /> 3.2 Hydrocarbon-Impacted Groundwater <br /> 3.2.1 Grab Groundwater Data <br /> Results from groundwater grab samples collected from the Site are summarized in Table 3. <br /> TPH-d,TPH-g, and benzene were detected in a historic grab groundwater sample collected from <br /> boring B-1 on August 2, 1999 by URSGWC at concentrations of 94,000 µg/1, 12,000 µg/l, and 28 <br /> µg/l,respectively. URSGWC boring B-1 is located within the perimeter of the 2005 excavation <br /> (Figure 2) and the grab groundwater sample was collected from a total depth of 56.5 fbg. The <br /> total depth of the 2005 excavation was 8o fbg. <br /> During the 2oo8 soil and groundwater investigation,TPH-d was detected in grab groundwater <br /> samples collected from five of the six borings. The maximum concentration of TPH-d reported <br /> in groundwater was 1,300 µg/L in the grab groundwater sample collected from boring <br /> B-12/MW-5. TPH-g was detected in grab groundwater samples from borings B-12/MW-5 and <br /> B-17 at concentrations of 73 µg/L and 6o µg/L, respectively. Benzene was detected in grab <br /> groundwater samples from borings B-12/MW-5 and B-17 at concentrations of 0.73 µg/L and <br /> o.6o µg/L, respectively. MTBE was detected in the grab groundwater sample from boring B-17 <br /> at a concentration of 1.9 µg/L. All other analytes were below their respective laboratory <br /> reporting limits. <br /> 3.2.2 Groundwater Monitoring Data <br /> A total of seven monitoring wells were installed and subsequently monitored at the Site (MW-1 <br /> through MW-7). The locations of monitoring wells are included on Figure 2. Wells MW-1 <br /> through MW-3 were installed in August of 2000,well MW-4 was installed in August 2001, and <br /> wells MW-5 through MW-7 were installed 2oo8. Monitoring wells MW-1 through MW-4 were <br /> destroyed in June 2005 in preparation for soil excavation activities. Monitoring well boring logs <br /> are included in Appendix C. <br /> Since monitoring efforts were initiated in September 2000,TPH-g,TPH-d, TPH-mo(motor oil), <br /> benzene, 1,2-dichloroethane(DCA), and tertiary butyl alcohol (TBA) have been detected in Site <br /> groundwater. However, only TPH-d has been detected consistently at concentrations warranting <br /> ongoing monitoring. <br /> A semi-annual groundwater monitoring event was performed on July 28, 201o. The scope of <br /> work involved gauging and sampling three onsite monitoring wells(MW-5, MW-6, and MW-7). <br /> Groundwater samples were analyzed for TPH-d and TPH-mo by EPA Method 8015, and for <br /> TPH-g, BTEX, and fuel oxygenates including methyl tertiary butyl ether(MTBE) and TBA by <br /> EPA Method 826oB. Analytical results of groundwater sampling are summarized in Table 4. <br /> 5 <br /> r', <br />
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