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CORRESPONDENCE_2020
Environmental Health - Public
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PR0504201
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CORRESPONDENCE_2020
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Entry Properties
Last modified
1/19/2024 3:13:44 PM
Creation date
5/24/2022 12:09:07 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
2020
RECORD_ID
PR0504201
PE
4430
FACILITY_ID
FA0000214
FACILITY_NAME
PILKINGTON NORTH AMERICA INC PLANT 10
STREET_NUMBER
500
Direction
E
STREET_NAME
LOUISE
STREET_TYPE
AVE
City
LATHROP
Zip
95330-9739
CURRENT_STATUS
01
SITE_LOCATION
500 E LOUISE AVE
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
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SJGOV\cfield
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EHD - Public
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Former San Joaquin Cogeneration - 3 - 17 December 2020 <br />Lathrop, San Joaquin County <br /> <br />potential evaluation using the Waste Extraction Test using deionized water (DI <br />WET) method and found low leaching potential of 0.0042 milligrams per liter <br />(mg/L). <br />• Arsenic was detected in soil samples and waste samples at a maximum <br />concentration of 13.5 mg/kg, exceeding the commercial ESL of 0.32 mg/kg. <br />• Hexavalent chromium was detected in several groundwater samples at <br />concentrations ranging from 0.93 micrograms per liter (ug/L) 8.4 ug/L. Although <br />there is currently no drinking water Maximum Contaminant Level (MCL) for <br />hexavalent chromium, the detections are below the previously proposed MCL of <br />10 ug/L. <br />• Arsenic, selenium, ammonia, nitrate as nitrogen, and nitrate as nitrate collected <br />was detected at concentrations exceeding screening levels in one or more grab <br />groundwater samples. <br />• A maximum concentration of 2,590 mg/L of total dissolved solids (TDS) in boring <br />B1 exceeds the MCL of 500 mg/L. <br />Additional Site Assessment Summary <br />Between 22 and 25 June 2020, AGI conducted additional site assessment activities at <br />the Site including advancing 36 soil borings (B44 through B79) to depths ranging from <br />two feet bgs to 20 feet bgs, collecting soil samples from multiple depths for analysis, <br />and collecting grab groundwater samples from five of the borings for analysis. The <br />objective of the additional assessment activities was to define the lateral and vertical <br />extent of the PCB- and TPH-impacted soil and waste material beneath the South Waste <br />Cell, which extends into the eastern portion of the Site, and beneath the former power <br />plant area. A summary of the results are as follows: <br />• Waste Cell No. 1A was identified near the eastern property boundary and <br />appears to be the continuation of the South Waste Cell. Waste Cell No. 1A is <br />fully defined and is approximately 1,200 square feet with waste observed <br />between four and ten feet bgs. (Note: Waste Cell No. 1, which is a continuation <br />of the North Waste Cell, was identified and fully delineated during the previous <br />site assessment). <br />• Waste Cell No. 2 was previously identified beneath the east-central portion of the <br />former power plant and is approximately 3,900 square feet with waste observed <br />at approximately 10 feet bgs. Limited pockets of waste were encountered at <br />three other locations beneath the former power plant <br />• Waste Cell No. 2A was identified beneath the southwest portion of the former <br />power plant and is approximately 10,000 square feet with waste observed <br />between four and 12.5 feet bgs. The limits of the waste cell have not been <br />laterally defined. <br />• PCBs were detected above the USEPA commercial RSL of 0.97 mg/kg in nine <br />samples collected at 3 feet bgs, nine samples collected at 5 feet bgs, four <br />samples collected at 7 feet bgs, and two samples collected at 10 feet bgs. PCBs
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