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ARCHIVED REPORTS XR0000211
EnvironmentalHealth
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1603
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3500 - Local Oversight Program
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PR0543430
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ARCHIVED REPORTS XR0000211
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Last modified
2/5/2019 11:25:37 AM
Creation date
2/5/2019 10:40:04 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000211
RECORD_ID
PR0543430
PE
3528
FACILITY_ID
FA0009377
FACILITY_NAME
CAL TRANS MAINT SHOP 10
STREET_NUMBER
1603
Direction
S
STREET_NAME
B
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
16918002
CURRENT_STATUS
02
SITE_LOCATION
1603 S B ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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WNg
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EHD - Public
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NECTIONTHRE]E <br /> inhalation of particulates PRGs are to be used for a single medium (e g soil, air, or water) The <br /> exposure pathway calculations for soil exposure assume that there is no paving and that the site is bare <br /> soil PRGs do not consider impact to groundwater <br /> The following table compares EPA Region IX PRGs (EPA Region IX, 1998) for soil for residential <br /> and industrial sites with the 95% UCL concentrations calculated for the chemicals of concern in the <br /> surface soil at the site(Table 3-1) <br /> Residential Sod PRG Industrial! Soil PRG Shop 10 Surface Soil <br /> mg/ko mg/kg 95% UCL <br /> mgNg <br /> Benzene 062 1 4 071 <br /> Toluene 520 520 25 88 <br /> Ethylbenzene 230 230 1422 <br /> Xylene fm-xylene) 210 210 49 65 <br /> The 95% UCL concentrations in the surface soil are significantly lower than EPA Region on 1xs health- <br /> based PRGs for industrial sites The 95% UCL for benzene exceeds the residential soil PRG <br /> Residential soil PRGs are not appropriate for the site because they assume that individuals will have <br /> direct contact with the soil through ingestion, dermal absorption, inhalation of particulates, and <br /> inhalation of volatiles for 30 years at 350 days per year The residential soil PRG also assumes that a <br /> child will be located on site for six years PRGs do not consider impact to groundwater Fate and <br /> transport modeling was used to evaluate potential impacts to groundwater beneath the site j <br /> M.3 Groundwater Data <br /> Details on the groundwater sampling and analysis can be found in other reports (Woodward-Clyde <br /> 1990, Alton Geoscience, 1992,Environmental Assessors, Inc 1994, Geocon, 1995, and PSI, 1997 and <br /> 1998) Groundwater data (Table 2-2) were evaluated based on sampling dates and well screen <br /> intervals Table 3-3 presents the statistical data for groundwater samples collected from 1987 through <br /> 1998 Table 3-4 summarizes the older groundwater samples that were collected from 1987 through <br /> 1992 The more recent groundwater data that was collected from 1993 through 1998, are summarized <br /> in Table 3-5 <br /> The depth to the groundwater table was at approximately 57 feet bgs in the late 1980s and early 1990s <br /> when the first monitoring wells were installed The groundwater table steadily decreased to <br /> approximately 68 feet bgs in 1993,below the screen interval The wells that were installed in 1992 and <br /> w°odwMd4lPm T%I 907W73008NAWMCKTQ"8K RT%SHMEP#7 DOCWFMB-N T3009 %SNA 3-3 <br />
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