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ARCHIVED REPORTS XR0009662
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0544710
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ARCHIVED REPORTS XR0009662
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Last modified
7/30/2019 1:36:12 PM
Creation date
7/30/2019 11:46:59 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009662
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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1 <br /> QUARTERLY REPORT <br /> June 1995 <br /> Western Lift <br /> 3430 South'El Dorado Street <br /> Stockton, California <br /> ' 1.0. INTRODUCTION <br /> In accordance with a request from Mr. John Urrutia of the Bank of Stockton, Advanced <br /> GeoEnvironmental, Inc. (AGE) has prepared this Quarterly Report summarizing field activities <br /> performed during the second quarter of 1995 at 3430 South El Dorado Street in Stockton, California <br /> (Figure 1). <br /> 2.0. BACKGROUND <br /> 2.1. SITE LOCATION <br /> The site is located in a flat industrial area south of Stockton. The facility consists of a large warehouse <br /> • and adjoining office and exterior fenced parking/delivery area(Figure 2). Cutter Lumber is located <br /> ' to the north of the site, and currently manufactures wooden pallets. <br /> 2.2. UNDERGROUND STORAGE TANK REMOVAL <br /> Three underground tanks were removed from the site in 1991. Petroleum hydrocarbons were detected <br /> ' in three of the seven soil samples collected from the UST excavation, indicating that an unauthorized <br /> release of hydrocarbons had occurred. The San Joaquin County Public Health Services <br /> Environmental Health Division(PHS/EHD) required an assessment of the site. <br /> 2.3. EXCAVATION <br /> Hydrocarbon impacted soil was removed from the UST excavation in two phases. Each phase <br /> consisted of overexcavation followed by the collection and analysis of soil samples from the walls and <br /> floor of the excavation. The excavation phases and sampling were described in the Preliminary, <br /> Investigation and Evaluation Report prepared by Geological Audit Services, Inc. (GAS). On 1 May <br /> 1992, the excavation was backfilled to grade with pea-gravel. <br />
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