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ARCHIVED REPORTS_XR0008137
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ARCHIVED REPORTS_XR0008137
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Last modified
6/18/2020 1:13:26 PM
Creation date
6/18/2020 12:09:44 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008137
RECORD_ID
PR0504943
PE
2951
FACILITY_ID
FA0004032
FACILITY_NAME
AMERICAN MOULDING & MILLWORK (FRMR)
STREET_NUMBER
2801
STREET_NAME
WEST
STREET_TYPE
LN
City
STOCKTON
Zip
95204
APN
11709001
CURRENT_STATUS
02
SITE_LOCATION
2801 WEST LN
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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5 1 OBJECTIVES <br />' The objectives of the fate and transport modeling are to <br /> t + Utilize site specific data to assess the movement of naphthalene, the most mobile <br /> constituent of TPH/D, through vadose zone soils into the first encountered <br />' groundwater, <br /> + To model the movement of naphthalene at three groundwater levels which have <br /> occurred over the last 25 years based on regional hydrologic information, <br /> + To utilize conservative assumptions of the transport process, such as the highest <br /> P P p � g <br /> reported concentrations of TPHID at the deepest depth observed in the 1986 and 1988 <br /> ' soils data, and assuming no biodegradation of naphthalene in soils, and <br /> • To compare the model output with regional water quality goals, consistent with the <br /> Designated Level Methodology (RWQCB, June 1989), approach adopted by the <br /> RWQCB for classifying non-hazardous wastes in soils <br /> 5 2 OVERALL ASSUMPTIONS <br /> Three groundwater level scenarios were considered in the model VLEACH was run for <br /> depths to groundwater of 35 feet bgs, 54 feet bgs, and 70 feet bgs The 35 foot depth to <br /> groundwater was considered as a worst case, representing the shallowest groundwater levels which <br /> have been measured in monitoring wells at the site A depth of 70 feet depth was considered as <br /> representing the other extreme of the deepest groundwater levels measured at the site However, <br /> neither of these conditions are likely to persist for a significant length of time, as can be inferred <br /> from the groundwater hydrograph shown in Figure 8 Therefore, a third case of a depth of 54 feet <br /> was also modeled to represent a more realistic long term condition This depth to groundwater <br /> represents the estimated average depth to shallow groundwater beneath the site during the 25 year <br /> period from 1979 through 1994, based on-a correlation between water levels measured in site <br /> monitoring wells, and nearby California Water Service well 21-01 (Figure 8) <br /> All three modeling scenarios ignore biodegradation of naphthalene This assumption is <br /> conservative because naphthalene is biodegradable with a half life ranging from 17 to 48 days in the <br /> ' literature (Howard et al , 1991) For example, if the concentration of naphthalene present in the soil <br /> in 1987 was 10,000 mg/kg, the predicted concentration in 1994 considering biodegradation with a <br /> half life of 100 days would be approximately 0 0002 mg/kg This calculation assumes a 100 day half <br /> life, implying that degradation proceeds twice as slow as the slowest value in the literature Because <br /> SAC116 07 11 AUGUST 1994 <br /> DAMES &MOORE <br />
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