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ARCHIVED REPORTS_2020 ADDITIONAL SITE ASSESS RPT
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PR0504201
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ARCHIVED REPORTS_2020 ADDITIONAL SITE ASSESS RPT
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Last modified
1/19/2024 2:59:43 PM
Creation date
5/24/2022 12:19:22 PM
Metadata
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Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2020 ADDITIONAL SITE ASSESS RPT
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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21 October 2020 <br />Project No. 14-3002 <br />Page 4 of 15 <br /> Total petroleum hydrocarbons quantified as gasoline, diesel and oil range <br />compounds (TPH-g/d/mo) in accordance with EPA Method 8015 Modified. <br /> Total lead in accordance with EPA Method 6020/200.8. <br /> Dioxin/Furans in accordance with EPA Method 1613B. <br /> <br />Samples were not analyzed from every boring. Several borings were advanced for the <br />sole purpose of defining the limits of buried waste encountered. <br /> <br />The Regional Board collected one soil sample from boring B46 at 15 feet bsg (B46-15). <br />The soil sample was analyzed for PCBs by EPA Method 8082 (wet weight). <br /> <br />As stated previously, the Regional Board also collected duplicate groundwater samples <br />from borings B65, B67 and B78/79. The Regional Board collected a groundwater sample <br />from boring B79, but inadvertently labeled the sample B78. Boring B78 encountered <br />refusal at 2 feet bsg; B79 was advanced adjacent to B78 for soil and groundwater sample <br />collection. <br /> <br />The groundwater samples were analyzed for Perfluorooctanoic acid (PFOA) and <br />Perfluorooctanesulfonic acid (PFOS) by EPA Method 537.1 and the groundwater sample <br />collected from B78/79 was additionally analyzed for TPH-g by EPA Method 8015B. <br /> <br /> <br />3.4. BORING ABANDONMENT <br /> <br />Following sample collection, each boring was permanently sealed to prevent vertical <br />migration of potential contaminants. Soil borings were abandoned by backfilling with <br />Portland cement from the total depth to surface grade. <br /> <br /> <br />3.5. EQUIPMENT DECONTAMINATION AND WASTE MANAGEMENT <br /> <br />Geoprobe soil sampling equipment was thoroughly rinsed with clean water after being <br />washed with a solution of Alconox, if necessary. All soil cuttings and rinseate generated <br />during drilling activities were placed in Department of Transportation (DOT)-approved 55- <br />gallon drums, covered, labeled and stored on-site pending proper waste disposal. <br /> <br /> <br />4.0. SURFACE AND CONCRETE SAMPLE COLLECTION <br /> <br />Forty-one (41) surface samples were collected from boring locations (B30, B31, B35, and <br />B44 through B68 and B78) and the areas surrounding the former power plant (SS-1 <br />through SS-11). In addition, two concrete samples (Concrete-1 and Concrete-2) were <br />collected from the former power plant area. <br />
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