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3500 - Local Oversight Program
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PR0545195
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Entry Properties
Last modified
1/23/2020 11:57:15 AM
Creation date
1/23/2020 11:44:38 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545195
PE
3528
FACILITY_ID
FA0002915
FACILITY_NAME
TRACY MARKET INC
STREET_NUMBER
15
Direction
E
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
21435004
CURRENT_STATUS
02
SITE_LOCATION
15 E GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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r ! <br /> (YVATt <br /> 41" ASSOCIATES I NC . <br /> at a property, usually only a few contribute significantly to the total exposure. For a complete exposure <br /> pathway to exist, each of the following elements must be present: <br /> �.. 0 A source and mechanism for chemical release, <br /> 0 An environmental transport medium(i.e., air,water, soil), <br /> • A point of potential human contact with the medium, and <br /> .1 <br /> • A route of exposure (e.g., inhalation, ingestion, dermal contact). <br /> Gasoline may migrate from soil to groundwater and may be subjected to groundwater transport. <br /> 6o Additionally, gasoline compounds readily volatilize from soil into the ambient air. The potential pathways of <br /> exposure to gasoline present in the soils and groundwater generally include ingestion of soil and <br /> groundwater, dermal contact with soil, and inhalation of vapors. <br /> �,. Site Specific Pathways <br /> DIRECT CONTACT WITH SOIL, - Gasoline contaminated soil beneath the site exists beneath an asphalt <br /> paved surface. No direct contact with the impacted soil is expected without removing the paving and <br /> excavating the soil. <br /> v DIRECT CONTACT WITH GROUNDWATER–On November 26, 2003,groundwater was measured at an <br /> average depth of 5.9 feet below the site in the eight on-site wells. Access to the wells is protected by bolted <br /> metal well boxes and locking well caps. <br /> 6" OFF-SITE MIGRATION POTENTIAL TO DRINKING WATER - In 1998, Kleinfelder conducted a <br /> sensitive receptor survey within a 2,000-foot radius of the site. Groundwater well construction logs obtained <br /> from the Department of Water Resources (DWR)were reviewed to assist in identifying wells located within <br /> j! 2,000 feet of the site. According to Kleinfelder's Ground Water Assessment Report, dated April 12, 1998, <br /> "Eleven wells were located using the original Well Driller's Reports. Of the 11, two were located within the <br /> 2,000-foot perimeter—one is an irrigation well, and the other is a public well. The remaining nine wells are <br /> too located outside the 2,000-foot perimeter and are city and privately owned wells. The visual survey revealed <br /> an additional five private wells. The owner of the private well closest to the site stated the well was shut <br /> down and no longer used." A copy of Kleinfelder's Plate 4 showing the location of the wells is included in <br /> 6W Appendix B of this SCM. Historical groundwater monitoring data collected at the site indicate the hydraulic <br /> gradient beneath the site is very flat with the gradient direction generally towards the north. Only one of the <br /> wells identified by Kleinfelder is located north of the site in a downgradient position with respect to the site. <br /> INHALATION OF VAPORS–The potential for inhalation of gasoline vapors at the site involves the ability <br /> of the gasoline components to partition from the groundwater into the soil and from the soil into the ambient <br /> air. Gasoline contaminated soil beneath the site exists beneath an asphalt paved surface and groundwater <br /> was recently measured at an average depth of 5.9 feet below the site in the eight on-site wells. No direct <br /> contact with the impacted soil or water and ambient air is expected without removing the paving and <br /> excavating the soil. <br /> ar <br /> Former Cheaper#37 January 29 2004 <br /> ATC Project Number 5425847.0037 Page 6 <br />
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