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2900 - Site Mitigation Program
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PR0009016
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Last modified
6/17/2020 1:55:20 PM
Creation date
6/17/2020 11:34:01 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0009016
PE
2959
FACILITY_ID
FA0004032
FACILITY_NAME
AMERICAN MOULDING & MILLWORK (FRMR)
STREET_NUMBER
2801
STREET_NAME
WEST
STREET_TYPE
LN
City
STOCKTON
Zip
95204
APN
11709001
CURRENT_STATUS
01
SITE_LOCATION
2801 WEST LN
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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AOC Work Plans <br /> downgradient of the north burn pit are necessary to confirm the previous d tections of these <br /> compounds. Finally,there are no indications that confirmation sampling native soil was <br /> performed after removal of the soil stockpiles. Sampling of native soil fro n the former stockpile <br /> areas will also be performed. <br /> Field Investigation Approach <br /> Confirmation soil sampling will be performed in the burn pits as follows. For each existing pit <br /> excavation, one sample will be collected from each sidewall and two sarar tea will be from the <br /> excavation floor at depths of approximately six inches below the existing E urface features. Side <br /> wall samples will be collected from the mid point of each side wall,approximately half way up <br /> from the bottom. The two bottom samples will be collected approximate) one-third distance from <br /> the center of the excavation. All samples will be collected with a drive sampler and 6-inch <br /> diameter stainless steel tubes. The sides of the tubes will be immediately covered with Teflon discs <br /> and caps. Soil samples will be analyzed for VOCs, SVOCs,Dioxins and Furans,PCBs,TPHd, <br /> TPHmo, and metals. <br /> To characterize the presence of formaldehyde and dissolved lead in group water in the vicinity of <br /> the bum pits,three soil borings will be advanced to groundwater(anticipa ed to be between 20 and <br /> 30 feet bgs)in a radiating pattern downgradient of the north bum pit(Pla 4.3). The borings will <br /> be advanced using a direct-push drill rig equipped with 1-7/8-inch-diameter,hollow, drive rod. <br /> Upon reaching the target depth in each boring,a grab groundwater sample will be collected using a <br /> disposable Teflon bailer or stainless steel bailer and decanted into the appi opriate sample <br /> containers,which will be provided by the analytical laboratory. Upon con clusion of the boring <br /> program,all boreholes will be backfilled to the surface with grout. <br /> Draft <br /> KB61125 workplan-ESC MACTEC Engineering and Consulting, Inc. 35 <br /> September 28,2005 <br />
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