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2900 - Site Mitigation Program
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PR0541344
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Last modified
12/13/2019 12:30:38 PM
Creation date
12/13/2019 11:05:12 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0541344
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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13 August 2004 <br /> AGE-NC Project No. 95-0167 <br /> Page 2 of 9 <br /> 2. 1 . PERMITTING AND PRE-FIELD WORK ACTIVITIES <br /> A soil boring permit will be obtained from the EHD for each boring location. A health and safety <br /> plan has been prepared in accordance with Occupational Safety and Health Guidance Manual for <br /> Hazardous Waste Site Activities (National Institute for Occupational Safety and Health <br /> Administration, U. S . Coast Guard and U.S . Environmental Protection Agency, 1985) and is on file <br /> with the EHD; the health and safety plan will be revised as necessary. Prior to mobilization, the area <br /> of excavation will be clearly marked and a utility clearance obtained through Underground Service <br /> Alert, <br /> 2.2 . CONE PENETROMETER TEST (CPT) <br /> AGE proposes to advance one paired CPT soil boring at the site (Figure 2) as part of site assessment <br /> activities to characterize lithology, identify potential contaminant-migration pathways and to assess <br /> the vertical extent of petroleum hydrocarbon-impacted ground water. <br /> 2.2. 1 . CPT Boring Location <br /> The proposed boring location will be immediately east of the former dispenser location, near <br /> monitoring well MW-1 , to further delineate vertical ground water contamination directly at the <br /> source area. The CPT borings shall be advanced to approximately 125 feet below surface grade (bsg) <br /> utilizing a 25-ton truck-mounted CPT drill rig equipped with 2-inch diameter hollow-stem rods; <br /> however, total depth of the boring may vary according to geologic conditions and field evidence of <br /> impacted media encountered during boring advancement. <br /> 2.2.2 CPT Ground Water Sample Collection and Analysis <br /> Grab ground water samples will be collected in selected intervals of saturated porous and permeable <br /> soil. Except for depth intervals screened by the current monitoring well network, sampling intervals <br /> will be selected based on interpretation of lithologic data from the initial CPT boring with an <br /> objective of sampling significant hydrogeologic units , Ground water sampling procedures are <br /> outlined in section 3 .2. Selected ground water samples will be analyzed by a State of California <br /> Department of Health Services (DHS)-certified laboratory for the following constituents : <br /> • Total petroleum hydrocarbons quantified as gasoline and diesel (TPH-g and TPH-d) by EPA <br /> Method 8015 Modified; and <br /> Advanced GmEnvironmental, Inc. <br />
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