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ARCHIVED REPORTS_2021 SITE INVESTIGATION WORK PLAN
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ARCHIVED REPORTS_2021 SITE INVESTIGATION WORK PLAN
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Last modified
1/19/2024 2:59:30 PM
Creation date
5/24/2022 1:17:54 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2021 SITE INVESTIGATION WORK PLAN
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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09 December 2021 <br />Project No. 14-3002 <br />Page 6 of 9 <br /> <br />precleaned and certified 4-oz, Teflon-lined closure, wide-mouth clear glass sample <br />containers (sample jars). Sample jars will be labeled with sample location, depth, time, <br />date, and sampler's initials and then placed in a container with sufficient ice and <br />transported under chain-of-custody procedure to a California Environmental Laboratory <br />Accreditation Program (ELAP)-certified laboratory for the following constituents: <br /> <br /> Percent (%) moisture in accordance with ASTM D2216-05. <br /> PCBs (dry weight) in accordance with EPA Method 8082 (Ultrasonic EPA SW 846 <br />Method 3550C extraction method). <br /> <br />If elevated concentrations of PCBs are detected in surface samples, AGI will schedule a <br />meeting with USEPA, CVRWQCB and EHD staff to discuss potential adjustments and <br />modifications to the trenching plan. An addendum to the work plan may be required to <br />outline procedures and protocols for managing soil excavated during trenching activities. <br /> <br /> <br />4.2. TRENCHING AND SOIL SAMPLE COLLECTION AND ANALYSIS <br /> <br />AGI proposes to advance a total of 28 trenches throughout the undeveloped areas at the <br />subject property to locate and identify buried waste and delineate the waste if <br />encountered. Trenches will be excavated to total depths of seven (7) feet below surface <br />grade (bsg) or until native hardpan soil is encountered. Trenches will be excavated using <br />a backhoe or mini excavator equipped with a 24-inch excavator bucket. Excavated soil <br />will be stockpiled adjacent to the trenches for inspection. Soil and waste (if encountered) <br />will be visually classified by AGI personnel in accordance with the USCS or type of <br />materials encountered and documented on a trench log. Following soil inspection and <br />classification, the excavated soil will be placed back into the trenches and tire-compacted <br />with the backhoe or excavator. A California Professional Geologist or AGI staff member <br />working under the direct supervision of a California Professional Geologist will be onsite <br />during all field work to perform the work, observe field activities, classify soil, and waste <br />and make judgements about trenching and sample collection. <br /> <br />Based on previous investigations, buried wastes have been identified beneath the <br />undeveloped areas starting at approximately 3 to 4 feet bsg. Soil samples will be collected <br />at three (3) feet bsg in two locations from each trench to assess potential PCB impact. <br />Soil samples will be collected from the backhoe or excavator bucket and hand-packed <br />into sample jars. Sample jars will be labeled with sample location, depth, time, date, and <br />sampler's initials and then placed in a container with sufficient ice and transported under <br />chain-of-custody procedure to a California ELAP-certified laboratory for the following <br />constituents: <br /> <br /> Percent (%) moisture in accordance with ASTM D2216-05. <br /> PCBs (dry weight) in accordance with EPA Method 8082 (Ultrasonic EPA SW 846 <br />Method 3550C extraction method).
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