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ARCHIVED REPORTS_2010_2011 ANNUAL MONITORING REPORT
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ARCHIVED REPORTS_2010_2011 ANNUAL MONITORING REPORT
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Last modified
5/13/2020 4:14:49 PM
Creation date
5/13/2020 1:33:25 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2010_2011 ANNUAL MONITORING REPORT
RECORD_ID
PR0009049
PE
2960
FACILITY_ID
FA0004041
FACILITY_NAME
UP TRACY RAIL YARD
STREET_NUMBER
720
Direction
E
STREET_NAME
SIXTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
25001014
CURRENT_STATUS
01
SITE_LOCATION
720 E SIXTH ST
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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ARCADIS 2010/2011 Annual <br /> ' Monitoring Report <br /> Union Pacific Railroad <br /> ' Company <br /> Tracy, CA-Maintenance <br /> Groundwater gradients were not calculated for the C-Zane due to limited data. Facility <br /> ' 5.2 Free-Phase Product Observations and Measurements <br /> Measureable free-phase product was observed during the 2010/2011 reporting period <br /> in eight wells(MW-06A, MW-08A, MW-11A, PZ-01, PZ-02, TW-01,TW-02, and <br /> TW-04). The product thicknesses in these wells ranged from approximately 0.24 <br /> inches(PZ-02)to 25.44 inches(PZ-01). Table 2 presents a summary of product <br /> measurements and the estimated product thicknesses. Figure 7 presents the product <br /> thickness measurements recorded since May 2001. <br /> As shown in Table 1, groundwater elevations in source area wells MW-2A,-10A, -12A, <br /> and-14A have increased approximately three feet(from approximately 40 feet msl to <br /> approximately 43 feet msl)since 2008. Consequently, groundwater has contacted <br /> residual LNAPL, present in formerly unsaturated sediments, resulting in localized <br /> LNAPL mobilization and apparent increases in LNAPL thickness observed in source <br /> area wells.The total volume of LNAPL in the subsurface has not increased because <br /> ' there is no new source of LNAPL at the site. In addition, the stability of the dissolved- <br /> phase plume extent and concentration trends during this time frame suggests that the <br /> apparent increase in LNAPL thickness in source area wells has not contributed to <br /> ' plume expansion. <br /> 5.3 TEPH Analytical Results <br /> ' TEPH-d and historical TEPH-d with Silica Gel cleanup(SG)concentrations in <br /> groundwater samples collected since February 2001 are presented in Table 3. March <br /> ' 2011 TEPH-d concentrations in A-Zone groundwater samples are shown on Figure 8. <br /> 5.3.1 A-Zone <br /> ' TEPH-d was detected above Cleanup and Abatement Order(CAO)No. 92-707 <br /> cleanup level of 100 micrograms per liter(pg/1)in samples collected from ten of 19 <br /> ' monitoring wells sampled during the 2010/2011 reporting period. Detected <br /> concentrations ranged from 60 pgll at MW-23A located approximately 100 feet south of <br /> the engine house to 1,200 pgll at TW-03 located along the northern edge of the engine <br /> ' house and were generally consistent with previous analytical results. <br /> (rcel_Iracy,C+nBM faGlily AnnRpl 4��p11.dOC Page:4I7 <br />
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