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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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1 <br /> ARCADIS Phase II Field <br /> Investigation and LNAPL <br /> ' Mobility Evaluation Report <br /> Union Pacific Railroad Company <br /> Former Maintenance Facility <br /> tTracy,California <br /> Historically, three monitoring wells (MW-6A, 8A, and 11A),five piezometers (PZ- <br /> 01, 02, 08, 09, and 10)and four temporary wells (TW-01, 02, 03, and 04) have <br /> contained measureable LNAPL. LNAPL thickness and water elevation are graphed <br /> against time on Figures 4, 5, and 6.A graph for PZ-08 was not included because <br /> ' LNAPL was observed only once in this well (November 2000). <br /> Maximum historical LNAPL thickness measured in November 2008 was 2.38 feet in <br /> ' well MW-6A. The LNAPL thickness observations demonstrate an inverse relationship <br /> to the corrected groundwater elevation (i.e., LNAPL thickness increases as <br /> groundwater levels decrease). This is common in unconfined aquifer systems as <br /> LNAPL is trapped beneath the water table and immobile during high-water conditions <br /> and drains under gravity during low-water conditions. <br /> t4.1.2 LIF Results <br /> LIF results are presented on Figure 7 as percent reference emitter fluorescence. Data <br /> ' from 31 locations suggest LNAPL extends from the Engine House to LIF-32 (located <br /> approximately 150 feet west of the Engine House)and from approximately 40 feet <br /> south of the oil-water separators(LIF-19 and LIF-20)to the railroad tracks. LNAPL <br /> impacts generally occur between 8 and 15 feet bgs,which is consistent with the <br /> historical water-table fluctuations. LIF data were not recorded at depths shallower than <br /> 5 feet bgs because the boring locations were hand augered to clear for underground <br /> utilities. Note,the observations of LNAPL noted in Figure 8 only represent observed <br /> ' LNAPL in wells and do not represent LIF results. As such, the LIF results do not <br /> correlate exactly with the observed LNAPL in wells (i.e. comparing Figures 7 and 8) <br /> primarily because the LIF results are interpretive(based on relative fluorescence)while <br /> ' the groundwater results are based on pure observation of LNAPL. <br /> LNAPL was observed at depths shallower than 7 feet bgs at locations LIF-02, LIF-03, <br /> ' LIF-04, and LIF-06. LNAPL impacts were observed at depths deeper than 15 feet bgs <br /> at LIF-02, LIF-05, and LIF-23. At LIF-02, LIF data indicated LNAPL at 5 feet bgs <br /> indicating this area may be a surface spill source. <br /> ' Elevated percent reference emitter fluorescence was observed at locations LIF-02, <br /> LIF-27, LIF-28, and LIF-29,which are located along subsurface utility trenches that run <br /> ' from the track pan to the oil-water separator suggesting that the underground utility <br /> potentially served as migration pathway for LNAPL. <br /> mwa�aey maai'.'M11.29=0)dm 12 <br />
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