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PR0503634
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SITE HISTORY
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Last modified
5/7/2019 4:26:12 PM
Creation date
5/7/2019 4:14:53 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE HISTORY
RECORD_ID
PR0503634
PE
2950
FACILITY_ID
FA0005914
FACILITY_NAME
VICTOR ROAD SHELL
STREET_NUMBER
880
STREET_NAME
VICTOR
STREET_TYPE
RD
City
LODI
Zip
95240
APN
04905032
CURRENT_STATUS
02
SITE_LOCATION
880 VICTOR RD
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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PRE-TANK REPLACEMENT Site Assessment Results <br /> 880 VICTOR ROAD LODI, CA. <br /> Aegis Project No. 89-014 <br /> Page 1 <br /> 1.0 INTRODUCTION <br /> This report describes the pre-tank replacement Site assessment results <br /> at a Shell Oil Company (Shell) retail gasoline station located at 880 <br /> Victor Road, Lodi, San Joaquin County, California (Figure 1) . This <br /> assessment was requested by Shell in preparation for the replacement <br /> of underground fuel-storage-tanks located at the Site. <br /> 1. 1 Purpose <br /> The purpose of the investigation was to: <br /> o Characterize the Site subsurface and hydrologic conditions. <br /> o Assess the presence of petroleum hydrocarbons (if any) in the <br /> soil beneath the Site. <br /> o Verify the soil conditions at the location of the new underground <br /> fuel-storage-tank location. <br /> o Evaluate the need for further assessment and/or mitigation of <br /> petroleum constituents in soil and ground water beneath the Site, <br /> prior to the tank closure/replacement. <br /> 1.2 Scope <br /> The scope of work conducted during the assessment is summarized below. <br /> o On August 24 and 25, 1989 a total of fourteen soil borings were <br /> advanced using hollow-stem-auger techniques to depths ranging <br /> from 11 feet to 26 feet below grade in the area of the existing <br /> underground fuel-storage-tanks and piping, and the proposed <br /> underground fuel-storage-tank locations. <br /> o Soil samples were recovered at five foot intervals in soil <br /> borings B-1 through B-4 beginning at five feet below grade <br /> according to the methods described in section 4 . 0. <br /> o Soil samples were recovered from the bottom of the remaining soil <br /> borings and soil types were described from grab samples collected <br /> from the augers. <br /> o Soil samples were recovered in brass tubes according to methods <br /> described in Appendix A. <br /> o Recovered soil samples were classified according to the Unified <br /> Soil Classification System and a log of each soil boring was <br /> generated. <br />
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