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ARCHIVED REPORTS_SOIL AND GROUNDWATER INVESTIGATION
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ARCHIVED REPORTS_SOIL AND GROUNDWATER INVESTIGATION
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Last modified
3/16/2020 11:44:28 PM
Creation date
3/16/2020 1:43:27 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
SOIL AND GROUNDWATER INVESTIGATION
RECORD_ID
PR0506830
PE
2950
FACILITY_ID
FA0007652
FACILITY_NAME
STEEL GUARD
STREET_NUMBER
15700
STREET_NAME
MCKINLEY
STREET_TYPE
AVE
City
LATHROP
Zip
95330
APN
19806012
CURRENT_STATUS
01
SITE_LOCATION
15700 MCKINLEY AVE
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
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' 1.0 INTRODUCTION <br /> This report documents a recently-completed soil and groundwater investigation ofthe clarifier area <br /> ' at 15700 South McKinley Avenue in Lathrop, California(see Figure 1 and Figure 2). The soil and <br /> groundwater investigation included the drilling and sampling of eight investigative soil borings(I3-1 <br /> through IB-8) at the site using direct-push coring equipment. The goal of this investigation was to <br /> ' assess soil and groundwater quality adjacent to the clarifier, both for planning purposes for the <br /> anticipated removal of the clarifier and to address regulatory concerns. <br /> ' 1.1 Site Background <br /> Based on information provided to us by Scott Company, it is our understanding that: (1)During an <br /> ' investigation of the clarifier by Advanced GeoEnvironmental in October 1997, one boring, B-3, <br /> located near the inlet pipe on the south end of the clarifier,encountered 350 parts per million(ppm) <br /> of Total Petroleum Hydrocarbons as Gasoline (TPH-G), 10,000 ppm of Total Petroleum <br /> ' Hydrocarbons as Diesel(TPH-D), and 0.094 ppm of Tetrachloroethene(PCE)in soil at five feet in <br /> depth, with no detection of these constituents in a ten-foot soil sample and no groundwater sample <br /> collected; and (2) During an investigation of the clarifier by Dames & Moore in June 1998, one <br /> ' boring, B-9, located immediately south from the clarifier and west from previous boring B-3, <br /> encountered 0.082 ppm of TPH-D,with no detection of Volatile Organic Compounds(VOCs). Soils <br /> ' encountered in the clarifier area consisted primarily of sands and silts, and groundwater was <br /> encountered in B-9 at a depth of about eight feet below surface grade. <br /> It is our understanding that Scott Company is planning to remove the clarifier. In order to further <br /> evaluate hydrocarbon releases priorto removal ofthe clarifier,Gribi Associates prepared aworkplan, <br /> dated January 5, 2000, proposing to conduct a soil boring investigation using direct-push coring <br /> ' equipment. This workplan was approved by San Joaquin County Public Health Services <br /> Department on January 27, 2000, with the provision that additional VOC analysis be run for soil <br /> samples collected near the soil groundwater interface. A copy of the workplan approval facsimile <br /> ' is included in Appendix A. <br /> 1.2 Scope of Work <br /> ' Gribi Associates was contracted by for Scott Company to conduct the following scope of work: <br /> ' 0 Task 1 Conduct prefield activities. <br /> ■ Task 2 Conduct drilling and sampling activities. <br /> ' ■ Task 3 Conduct laboratory analyses. <br /> • Task 4 Prepare report of findings. <br />' These tasks were conducted in accordance with applicable environmental sampling guidelines and <br /> statutes. <br />' GRIBI Associates Page I REPORT OF SOIL AND GROUNDWATER INVESTIGATION <br /> 15700 SOUTH MCKINLEY AVENUE/GA 11"5.01 <br />
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