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2900 - Site Mitigation Program
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PR0505472
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Last modified
1/14/2020 2:49:18 PM
Creation date
1/14/2020 2:12:56 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0505472
PE
2950
FACILITY_ID
FA0006793
FACILITY_NAME
NESTLE WAREHOUSE
STREET_NUMBER
4343
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95208
APN
14328039
CURRENT_STATUS
01
SITE_LOCATION
4343 E FREMONT ST
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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' Existing Nestle Warehouse <br /> 4343 East Freemont Street <br /> ' Stockton, California <br /> Project Nos. 2E-940917 and 2G-941101 <br /> Page 5 <br /> 3.2.4 Soil Cuttings <br /> All soil cuttings generated during the drilling process will be field screened using the <br /> HNu photoionization detector. Soil samples taken from the geotechnical borings will be <br /> ' disposed of the in the existing fill area located at the northern end of the site, unless elevated <br /> levels of VOC vapors are identified during drilling. Soil samples taken from the environmental <br /> borings will be placed in DOT approved 55 gallon drums for on-site storage. These drums will <br /> ' remain on-site in the custody of the current property owners. <br /> 3.2.5 Soil Vapor Scan <br /> All recovered below-grade soil samples will be subjected to a headspace volatile vapor <br /> ' scan using a properly maintained and charged 11.7 eV photoionization detector(HNu Model No. <br /> PI-101) calibrated to benzene standard. The volatile vapor scan technique is a screen method <br /> used to assess the presence of volatile organic vapors such as those existing in gasoline or higher <br /> ' concentrations of motor oil or other volatile organic compounds (VOCs). The 8 ounce soil <br /> sample containers will be filled approximately '/z to 3A full in the field, will be allowed to warm <br /> to approximately ambient air temperature prior to the vapor scan. The results of the PID vapor <br /> ' scan will be used, in part, to determine which soil samples are to be submitted for detailed <br /> analytical testing. <br /> ' 3.3 Laboratory Testing <br /> As part of the proposed scope of services, it is not anticipated that any analytical testing <br /> ' will be conducted on the soil samples collected from the geotechnical borings. However, if the <br /> results of the PID vapor scan identify elevated levels of VOC vapors within the soil sample <br /> containers, laboratory testing may be conducted. The number and types of tests conducted on <br /> the geotechnical samples will be determined at the time of the field exploration, based on the <br /> location from which the samples were collected. <br /> ' Preliminarily it is anticipated that 10 to 15 samples collected from the environmental <br /> borings will be submitted for analysis of total petroleum hydrocarbons (TPH) by EPA Method <br /> 418.1. These tests will be used as a screening tool in order to determine if additional laboratory <br /> ' testing is required. The testing for TPH compounds is considered appropriate based on the most <br /> likely potential contaminants on this site which are motor fuels and creosote compounds related <br /> to the rail spur areas. If the results of the TPH testing indicate elevated levels of total petroleum <br /> hydrocarbons, additional laboratory testing will be conducted. For samples taken from the <br /> vicinity of the rail spur areas, this additional testing will consist of analysis for semi volatile <br /> ' organic compounds by EPA Method 8270 which includes compounds typically found in creosote. <br />
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