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ARCHIVED REPORTS_XR0006136
Environmental Health - Public
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ARCHIVED REPORTS_XR0006136
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Last modified
4/10/2020 5:03:29 PM
Creation date
4/10/2020 2:20:08 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006136
RECORD_ID
PR0540885
PE
2960
FACILITY_ID
FA0023381
FACILITY_NAME
FORMER EXXON SERVICE STATION NO 73942
STREET_NUMBER
4444
Direction
N
STREET_NAME
PERSHING
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
11022017
CURRENT_STATUS
01
SITE_LOCATION
4444 N PERSHING AVE
P_LOCATION
01
QC Status
Approved
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EHD - Public
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1 <br />' skewing the calculations, as is the case with the laboratory data The operational measurements <br /> • of the UVB system showed that at had reached the asymptotic stage of operation The UVB <br />' system was therefore shut down as referenced in ETIC's letter dated 29 October 2000 (ETIC <br /> 2000b) and approved by the SJCEHD in a letter received in December 2000 (Appendix A) <br />' 2.8 RISK EVALUATION <br /> In October 2001 a nsk-based corrective action (RBCA) analysis based on the American Society <br />' for Testing and Materials (ASTM) guidelines was performed (ETIC 2001) The RBCA analysis <br /> focused on evaluating potential health risks associated with human exposure to residual <br /> hydrocarbons beneath the site at both on- and offsite locations To support the RBCA analysis, <br />' shallow soil vapor sampling was performed on 28 December 2000 at eight onsite locations (SB 1- <br /> SB8) The results of this sampling indicated the presence of hydrocarbons at residual levels in <br />' soil vapor beneath the site <br /> Based on the analytical results of the soil vapor sampling, a RBCA analysis was performed to <br /> assess potential health risks associated with residual levels of hydrocarbons present beneath the <br /> site Available soil, groundwater, and soil vapor data were evaluated and used together with <br /> conservative assumptions adopted by ASTM (1995) for a Tier I RBCA analysis This analysis <br /> included evaluation of potential nsks to both on- and offsite receptors such as residents at the <br /> Chateau Hospital adjacent to the site The RBCA analysis included an evaluation of indirect <br /> exposure via inhalation of volatiles from all potential subsurface sources (e g , soil, groundwater, <br /> and LPH) using soil vapor data Specifically, maximum onsite soil vapor data were <br /> 10 conservatively used to evaluate nsks to both on- and offsite receptors Direct exposure to <br /> hydrocarbons in soils beneath the site was also evaluated for both daily site workers and <br />' potential future construction workers <br /> The results of the RBCA analysis indicated (1) The nsk associated with commercial/industrial <br /> exposure to detected levels of hydrocarbons in surface soils is protective of target levels adopted <br /> by the U S Environmental Protection Agency (USEPA), (2) the nsk associated with <br /> commercial/andustnal and residential exposure to detected levels of hydrocarbons and MTBE in <br /> soil vapor beneath the site as protective of target nsk levels adopted by the USEPA, (3) the <br /> construction worker exposure nsk associated with a single historical benzene concentration in a <br /> soil sample exceeds the USEPA-defined target risk range, and therefore an appropriate health <br /> and safety plan should be developed, ensuring protection of future construction workers at the <br /> site <br /> A well survey was also performed to identify wells within a 1-mile radius of the site (ETIC <br /> 2001) Based on the well search, there are no wells pumping water from a shallow or deeper <br /> water bearing zone within one mile of the site in the downgradient direction The only active <br /> I well identified (Sta 49) is 512 feet deep, is screened from 170 feet, and is located upgradaent and <br /> approximately 1,900 feet from the site, such that it as not likely to be impacted by hydrocarbons <br /> in groundwater beneath the site <br /> G IR ccftk739421MASTERIWnWM3031Wptx dm 8 <br />
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