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SITE HISTORY CASE 1
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544710
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SITE HISTORY CASE 1
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Last modified
7/30/2019 11:52:24 AM
Creation date
7/30/2019 11:41:11 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE HISTORY
FileName_PostFix
CASE 1
RECORD_ID
PR0544710
PE
3528
FACILITY_ID
FA0006247
FACILITY_NAME
Western Lift
STREET_NUMBER
3430
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
17525063
CURRENT_STATUS
02
SITE_LOCATION
3430 S EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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MONITORING WELL INSTALLATION WORKPLAN <br /> WESTERN LIFT <br /> 3430 S. El Dorado Street <br /> BACKGROUND <br /> The site is located in a flat industrial area south of Stockton <br /> (Figure 1 - Location Map, 7. 5 Minute Stockton West Quadrangle, USGS <br /> Topographic Map Series, 1976) . The facility consists of a large <br /> warehouse and adjoining office and exterior fenced parking/delivery <br /> area (Figure 2 - Site Plan) . <br /> Three underground tanks were removed from the delivery area in June <br /> of 1991. Gasoline contamination was detected in three of the seven <br /> soil samples collected from the excavation, indicating that an <br /> unauthorized release of hydrocarbons had occurred and that an <br /> assessment of the site was required. Sample results were summarized <br /> in the Site Contamination Workplan submitted by Geological Audit <br /> Services to San Joaquin County Environmental Health Division on <br /> July 24, 1991. <br /> The assessment of the site was performed in two phases. Each phase <br /> consisted of overexcavation followed by the collection and analysis <br /> of soil samples from the walls and floor of the excavation. The <br /> excavation phases and sampling are described in the Preliminary <br /> Investigation and Evaluation Report (PIER) submitted to the SJEHD <br /> on 11 December 1991. <br /> On 1 May 1992, backfilling of the excavation was completed. The <br /> excavation was backfilled to grade with pea gravel and will be <br /> covered with asphalt to match the surrounding surface. <br /> PROPOSED WELL LOCATIONS <br /> Data obtained from an ERM-West report on the Manna Pro facility, <br /> located immediately south of the site, shows a northerly <br /> groundwater gradient. Groundwater in the area is expected to be at <br /> 40 feet below surface grade, according to the report. <br /> Using the data obtained from the ERM-West report, we feel that one <br /> monitoring well, installed in a down gradient direction, will be <br /> sufficient to determine if any contamination of the groundwater has <br /> occurred as the result of the operation of UST's on the property. <br /> We propose to install one monitoring well immediately north of the <br /> excavation to determine if groundwater contamination is present <br /> beneath the property (see Figure 2 - Site Plan) . <br />
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