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COMPLIANCE INFO
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2900 - Site Mitigation Program
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PR0542583
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COMPLIANCE INFO
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Last modified
6/11/2021 11:49:28 AM
Creation date
6/11/2021 11:35:45 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0542583
PE
2960
FACILITY_ID
FA0023692
FACILITY_NAME
GUARDINO & CRAWFORD
STREET_NUMBER
517
Direction
W
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
13721410
CURRENT_STATUS
01
SITE_LOCATION
517 W FREMONT ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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16 June 2016 <br />AGE Project No. 95-0167 <br />Page 2 of 5 <br />2.1. PERMITTING AND PRE-FIELD WORK PREPARATIONS <br />Applicable site assessment permits will be obtained from the San Joaquin County <br />Environmental Health Department (EHD). In addition, a site specific health and safety <br />plan will be prepared in accordance with Occupational Safety and Health Guidance <br />Manual for Hazardous Waste Site Activities (National Institute for Occupational Safety <br />and Health Administration, U.S. Coast Guard and U.S. Environmental Protection Agency, <br />1985). Prior to mobilization, each soil boring will be clearly marked and a utility clearance <br />obtained through Underground Service Alert. The EHD will be contacted at least 48 hours <br />prior to conducting any field work. <br />2.2. SOIL BORING AND SOIL-VAPOR SAMPLING <br />AGE proposes to advance a total of two (2) soil borings utilizing a 3-inch diameter hand <br />auger to install soil-vapor wells and collect soil-vapor samples at the site (Figure 2). A <br />description of proposed soil boring locations, sampling and technical justification are <br />provided below: <br />One (1) soil boring will be advanced to a total depth of 5.5 feet below surface grade <br />(bsg) adjacent to the former fuel dispenser and in the area of the soil borings with <br />the historically highest petroleum hydrocarbon impact to shallow soil (dispenser <br />sample P-1, soil borings P3, P7, and VW-1; Table 1) to evaluate the potential threat <br />for vapor intrusion to the site building; and <br />One (1) soil boring will be advanced to a total depth of 5.5 feet bsg approximately <br />five feet west of the former UST area to evaluate the potential threat for vapor <br />intrusion to the site building. <br />2.3. LABORATORY ANALYSIS <br />Soil-vapor sample will be analyzed by a California Department of Public Health (CDPH)- <br />certified laboratory for the following constituents: <br />Total petroleum hydrocarbons quantified as gasoline (TPH-g) in accordance with <br />EPA Method TO-15; <br />Volatile organic compounds including benzene, toluene, ethylbenzene and total <br />xylenes (BTEX), and naphthalene in accordance with EPA Method TO-15; <br />Fuel additives including methyl tertiary butyl ether (MTBE), tertiary-butyl alcohol <br />(TBA), di-isopropyl ether (DIPE), ethyl tertiary-butyl ether (ETBE), tertiary-amyl <br />methyl ether (TAME) ethylene dibromide (EDB) and 1,2-dichloroethane (1,2-DCA) <br />in accordance with EPA Method TO-15; <br />Advanced GeoEnvironmental Inc.
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