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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
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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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EHD - Public
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r <br /> SECTiONEIGHT Summary9FResultg <br /> The approach used in this nsk assessment was based on EPA, DTSC and ASTM guidance for <br /> 1 conducting human health nsk assessments The EPA cautions that these documents are intended to <br /> provide guidance only and that considerable professional judgement must be exercised m applying the <br /> guidance to site-specific human health nsk assessments This nsk assessment has incorporated <br /> conservative assumptions, in addition to site-specific information, in evaluating potential exposures so <br /> that potential health risks and potential impacts to groundwater would not be underestimated <br /> The following conservative assumptions were made for the nsk assessment and fate and transport <br /> analysis <br /> o No asphalt or concrete paving <br />' 0 Biodegradation half lives of 100,000 days for all CDCs <br /> o All drinking water used by potential receptors would be supplied only by the wells <br /> 0 Employees would be exposed for 25 years, residents for 30 years <br />' a VOCs that were detected infrequently m groundwater (1,2-dnchloroethane, naphthalene, styrene, <br /> chloroform, tetrachloroethene) were included at the highest detected concentrations for all <br /> scenarios <br /> o Groundwater table was assumed to be at the shallow depth to increase the leaching of chemicals <br /> into groundwater and to increase the volatilization emissions <br /> The risk assessment and groundwater impact analysis considered all potential chemicals of concern <br /> detected in soul and groundwater beneath the site Two primary receptor populations, occupational on- <br /> site and off-site residential, were evaluated The on-site occupational employee was assumed to ingest <br />' groundwater from either a well located 500 feet downgradient or from a well located 1,000 feet <br /> downgradient Conservative fate and transport modeling was performed to estimate potential <br /> groundwater concentrations at the two hypothetical wells It was also assumed that the asphalt and <br /> concrete paving were not present, so direct contact (dermal and soul ingestion) could occur on a daily <br /> basis Inhalation of VOCs from soil and groundwater were also included in the on-site occupational <br />' exposure scenano The pathways that had the largest nsk was direct soil contact from dermal and soil <br /> ingestion The nsk numbers were below levels of concern <br /> For the residential receptors located at 500 feet and 1,000 feet downgradxent of the site, the exposure <br /> pathways evaluated included groundwater ingestion from the two hypothetical wells and inhalation of <br /> VOCs and particulates from soul and groundwater at the site All nsk numbers were significantly below <br /> levels of concern using the conservative assumptions <br /> ® T11997W3009NA%STOCKTON REPORT%SHOREP01 DOC%&FE84M973009NA%SNA 8-1 <br />
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