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ARCHIVED REPORTS PHASE II FIELD INVESTIGATION AND LNAPL MOBILITY EVALUATION REPORT
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ARCHIVED REPORTS PHASE II FIELD INVESTIGATION AND LNAPL MOBILITY EVALUATION REPORT
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Last modified
12/14/2018 4:37:48 PM
Creation date
11/6/2018 1:47:45 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
PHASE II FIELD INVESTIGATION AND LNAPL MOBILITY EVALUATION 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
Scanner
WNg
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\MIGRATIONS\S\SIXTH\720\PR0009049\PHASE II FIELD INVESTIGATION AND LNAPL MOBILITY EVALUATION REPORT.PDF
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' Phase 11 Field <br /> ARCADIS investigation and LNAPL <br /> ' (Mobility Evaluation Report <br /> Union Pacific Railroad Company <br /> Former Maintenance Facility <br /> ' Tracy,California <br /> b a0w - 0,00 •hd (Equation 10) <br /> nlcriCl— <br /> �1—P/ Yw)6aw Pruow <br /> ' Where, - <br /> b0(cdt) - critical LNAPL thickness in well, cm <br /> aaw = surface tension, dyne/cm <br /> aao air-oil interfacial tension, dyne/cm <br /> bow - oil-water interfacial tension, dyne/cm <br /> ' hd = air displacing water pressure head, cm <br /> 5.1.5 Dissolved-Phase Plume Stability <br /> Statistical trending of dissolved-phase constituent concentrations at locations where <br /> separate-phase LNAPL is not observed in the well can be used to assess the <br /> dissolved-phase plume stability. Stable or decreasing groundwater concentrations of <br /> dissolved LNAPL compounds indicate that the LNAPL plume is stable or decreasing in <br /> size. When an LNAPL plume is deemed unstable or migrating as a result of this <br /> analysis, a monitoring program needs to be developed to verify plume stability trends <br /> and determine whether plume instability is due to LNAPL migration or some other <br /> phenomena. <br /> 5.2 LNAPL Mobility Results and Discussion <br /> 1 The following sections provide a description of how the site data were used to support <br /> each LNAPL mobility line of evidence to assess whether the LNAPL at the Site is <br /> immobile or mobile at the pore-scale and migrating or stable at the plume-scale. <br /> 1 <br /> 5.2.1 LNAPL Observations in Monitoring Wells <br /> ' The hydrographs on Figures 4, 5, and to include wells with LNAPL_accumulations.An <br /> inverse relationship between the groundwater potentiometric surface elevation and <br /> LNAPL thickness (e.g., LNAPL thickness increases as groundwater elevations <br /> decrease)was observed in most wells, as is expected in unconfined aquifer systems. <br /> LNAPL observations in the monitoring well network at the Site indicate that the LNAPL <br /> plume is likely not migrating. The data show that LNAPL thickness has marginally <br /> i <br /> ipl-upn°wV4napl m0b1W1 i-28-29101-dm 24 <br />
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