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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 II Field <br /> ARCADIS Investigation and LNAPL <br /> ' Mobility Evaluation Report <br /> Union Pacific Railroad Company <br /> Former Maintenance Facility <br /> ' Tracy, California <br /> • Advancement of LNAPL across a portion of the monitoring well network <br /> ' previously lacking measureable LNAPL, suggesting that the LNAPL zone is <br /> expanding in that area <br /> ' 5.1.2 LNAPL Field and Residual Saturations <br /> The degree of fluid saturation within porous media fundamentally controls the mobility <br /> of fluids within that media. In a soil system,soil pores beneath the water table are <br /> completely filled with groundwater,which facilitates lateral groundwater flow in <br /> response to small groundwater gradients.Above the water table within the capillary <br /> ' fringe,the water saturation decreases in relation to the elevation above the properties <br /> of the soil.As the water saturation within the soil pores diminishes,connections <br /> between water-filled pores decrease to the point where the groundwater can no longer <br /> ' move laterally. <br /> At a site with LNAPL impacts,the relative saturations of three fluids(air, LNAPL,and <br /> ' groundwater) must be considered when evaluating fluid mobility. Of primary interest is <br /> the mobility of the LNAPL and the related fluid saturations where LNAPL is mobile or <br /> immobile. LNAPL is mobile where there is continuity between LNAPL-filled soil pores <br /> ' that allows for lateral LNAPL movement. The LNAPL saturation at which LNAPL is <br /> discontinuous to the extent that it cannot flow is termed residual saturation.As defined <br /> by the Interstate Technology and Regulatory Council (ITRC), LNAPL saturations at or <br /> below residual saturation are not mobile(ITRC 2009a). <br /> Residual LNAPL saturation is not a unique value for a given soil type.The residual <br /> ' LNAPL saturation of a soil is directly related to the maximum historical LNAPL <br /> saturation,which is spatially variable at an environmental site. Soil near the LNAPL <br /> release area(s)is expected to have higher maximum historical LNAPL saturations and, <br /> ' therefore, higher residual saturations. The residual saturation is also related to the <br /> physical properties of the LNAPL and can vary based on different LNAPL types or <br /> weathering of the LNAPL. For this reason, LNAPL residual saturation values are <br /> ' typically determined at several site locations through collection and analysis of <br /> undisturbed soil cores. <br /> Laboratory analysis of pore fluid saturations in site soil cores provides data on the field <br /> (initial)and residual LNAPL saturations. The fluid saturations are reported as the <br /> percentage of the soil porosity that is filled by the fluid. The field LNAPL saturation <br /> ' value represents the LNAPL saturation at static in situ conditions. Residual saturation <br /> of LNAPL was determined using the laboratory analysis free-product mobility,which <br />
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