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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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EHD - Public
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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 /> then used to calculate velocity. Soil capillary pressure characteristics in this <br /> ' spreadsheet follow the van Genuchten model for relating fluid saturation to capillary <br /> pressure,which is the appropriate model for representing mobility in soils already <br /> impacted with LNAPL. The calculation spreadsheet's inputs and key algorithms follow. <br /> ' Input parameters for the spreadsheet were obtained from laboratory analysis of <br /> undisturbed soil cores and the LNAPL sample, as described above(Section 4.1.4)and <br /> include the following: <br /> Site Characteristics: hydraulic gradient, hydraulic conductivity <br /> • Fluid Characteristics: LNAPL and water density,air-water-LNAPL interfacial <br /> ' tensions <br /> • Aquifer Characteristics: porosity, soil capillarity parameters(van Genuchten N and <br /> ' alpha), irreducible water saturation, residual LNAPL saturation <br /> Three saturation relationships are necessary to arrive at effective saturations required <br /> as inputs to the relative permeability calculation and LNAPL saturation required as an <br /> input to the velocity calculation. Effective water saturation,total liquid effective <br /> saturation,and t,NAPL saturation relationships are presented in Equations 2, 3,and 4, <br /> respectively. Effective water saturation accounts for the presence of the non-wetting <br /> fluids(LNAPL and air).Total liquid effective saturation essentially combines the <br /> presence of LNAPL and water as a single fluid for saturation considerations. LNAPL <br /> 1 saturation under saturated conditions is simply one minus the saturation of water. <br /> S _ Sw —S" (Equation 2) <br /> Se[w] 1—Swr —`$nr <br /> Se1r1 _ SW +Sn —Swr —`Snr (Equation 3) <br /> 1—Swr —Snr <br /> ' Sn ——1—Sw (Equation 4) <br /> Where, <br /> Selwl= effective water saturation, dimensionless <br /> Sw = water saturation, dimensionless <br /> ' Swr = residual(irreducible)water saturation, dimensionless <br /> Sn = LNAPL saturation, dimensionless <br /> 20 <br /> M-w�+xreuo�.mW l 14c2010).arc <br />
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