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2900 - Site Mitigation Program
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PR0009276
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Entry Properties
Last modified
6/25/2019 8:51:32 AM
Creation date
6/25/2019 8:26:31 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0009276
PE
2960
FACILITY_ID
FA0012033
FACILITY_NAME
PILKINGTON NORTH AMERICA
STREET_NUMBER
500
Direction
E
STREET_NAME
LOUISE
STREET_TYPE
AVE
City
LATHROP
Zip
95330
APN
19812008
CURRENT_STATUS
01
SITE_LOCATION
500 E LOUISE AVE
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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Ms. Kasey Foley <br /> October 31,2014 <br /> Page 2 of 3 <br /> A core drill will be advanced through the concrete pad in the approximate locations shown in <br /> Photos 91 through #5. After the cores have been removed, a soil sample will be collected from <br /> about 6 inches below the bottom surface of the concrete. All soil samples will be collected by or <br /> under the direction of a professional geologist registered in California. Soil samples will be <br /> obtained using a split-spoon or slide hammer sampler with brass or stainless steel liners. A chip <br /> sample will also be obtained from the concrete core that was within 2 inches of the soil interface. <br /> The field geologist will screen extracted soil and concrete cores for physical evidence of <br /> contamination(e.g.,odors,chemical sheen,or discoloration). The soil samples will be sealed with <br /> Teflon tape, capped, labeled, and placed in a pre-chilled ice chest. Concrete chip samples will be <br /> placed in clean sample containers. <br /> Chain-of-custody procedures will be used to record the sample possession from time of collection <br /> to receipt at the laboratory. The chain-of-custody procedure includes sample seals, sample labels, <br /> a field logbook, a Chain of Custody Record, and a sample analysis request sheet. Each sample <br /> collected will be analyzed by a state-certified laboratory for Total Petroleum Hydrocarbons <br /> reported as motor oil (TPH-mo)by Environmental Protection Agency(EPA) Method 8015M. <br /> Prior to core drilling and sample collection, drilling permits will be obtained, if required. After <br /> the samples are collected, each boring will be backfilled with grout. <br /> Bath Basement Samples <br /> Two sample locations have been selected in areas where significant oil staining in the concrete <br /> floor has been observed. One sample location is under the former Lehr gear system, and one is <br /> located where an oil pump system was situated. The approximate sample locations are shown in <br /> Photos#6 and#7. <br /> Holes through the concrete floor will be core-drilled to collect samples in the approximate <br /> locations shown. After the cores have been removed,a soil sample will be collected from about 6 <br /> inches below the bottom surface of the concrete. All soil samples will be collected by or under <br /> the direction of a professional geologist registered in California. Soil samples will be obtained <br /> using a split-spoon or slide hammer sampler with brass or stainless steel liners. A chip sample <br /> will also be obtained from the concrete core that was within 2 inches of the soil interface. <br /> The field geologist will screen extracted soil cores for physical evidence of contamination (e.g., <br /> odors,chemical sheen,or discoloration). The soil samples will be sealed with Teflon tape,capped, <br /> labeled,and placed in a pre-chilled ice chest. Concrete chip samples will be placed in clean sample <br /> containers. <br /> Chain-of-custody procedures will be used to record the sample possession from time of collection <br /> to receipt at the laboratory. The chain-of-custody procedure includes sample seals, sample labels, <br /> a field logbook, a Chain of Custody Record, and a sample analysis request sheet. Each sample <br /> collected will be analyzed by a state-certified laboratory for TPH-mo by EPA Method 8015M. <br /> Prior to core drilling and sample collection, drilling permits will be obtained, if required. After <br /> the samples are collected, each boring will be backfilled with grout. <br /> 1 OI*h4?Engineering,LLC <br />
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