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3500 - Local Oversight Program
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PR0545172
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Entry Properties
Last modified
1/13/2020 10:58:13 AM
Creation date
1/13/2020 10:44:27 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545172
PE
3528
FACILITY_ID
FA0009349
FACILITY_NAME
DIESEL PERFORMANCE INC
STREET_NUMBER
2804
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
14343001
CURRENT_STATUS
02
SITE_LOCATION
2804 E FREMONT ST
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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A S S O C I A T E S I N C <br /> o- <br /> ow POTENTIAL EXPOSURE PATHWAYS <br /> General <br /> Pathways of exposure are the means through which an individual may come into contact with a chemical. <br /> Exposure pathways are determined by environmental conditions, potential for a chemical to move from one <br /> medium to another, and the population's general lifestyles. Although several potential pathways may exist at a <br /> property, usually only a few contribute significantly to the total exposure. For a complete exposure pathway to <br /> exist,each of the following elements must be present: <br /> sr... <br /> • A source and mechanism for chemical release, <br /> • An environmental transport medium(i.e., air,water, soil), <br /> • A point of potential human contact with the medium, and <br /> • A route of exposure(e.g., inhalation, ingestion, dermal contact). <br /> U. Gasoline may migrate from soil to ground water and may be subjected to ground water transport. Additionally, <br /> gasoline compounds readily volatilize from soil into the ambient air. The potential pathways of exposure to <br /> gasoline present in the soils and ground water generally include ingestion of soil and ground water, dermal <br /> �. contact with soil, and inhalation of vapors. <br /> Site Specific Pathways <br /> r.. <br /> DIRECT CONTACT WITH SOIL - Gasoline contaminated soil beneath the site exists beneath an asphalt paved <br /> parking lot. No direct contact with the impacted soil is expected without removing the paving and excavating <br /> L' the soil. <br /> ' DIRECT CONTACT WITH GROUND WATER — On October 20, 2003, ground water was measured at an <br /> +•+ average depth of 56.4 feet below the site in the seven on-site wells. Access to the wells is protected by bolted <br /> metal well boxes and locking well caps. <br /> .L. OFF-SITE MIGRATION POTENTIAL TO DRINKING WATER - In 1998, ATC conducted a sensitive <br /> receptor survey within a 2,000-foot radius of the site. Groundwater well construction logs obtained from the <br /> t Department of Water Resources (DWR) were reviewed to assist in identifying wells located within 2,000 feet <br /> LO of the site. Seven wells were identified within 2,000 feet of the site. The two closest identified wells are <br /> located approximately 700 feet west and approximately 900 feet south of the site. According to the information <br /> obtained from the DWR, the well located to the west is approximately 176 feet deep and is screened from 165 <br /> to 176 feet bgs. The well located to the south is approximately 578 feet deep and is screened from 188 to 578 <br /> feet bgs. The five other wells are located at least 1,200 feet northeast of the site. Historical groundwater <br /> monitoring data collected at the site indicate the hydraulic gradient beneath the site is very flat with the gradient <br /> direction generally towards the south. Based on information in the San Joaquin County Flood Control and <br /> Water Conservation District's Spring 1997 Groundwater Report, the regional groundwater gradient is tot e <br /> northeast. Based on distance, topography, groundwater gradient, and subsurface geology, it is unlikely that the <br /> W <br /> Diesel Performance January 5,2004 <br /> ATC Project Number 5462577 Page 4 <br /> 1.. <br />
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