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WORK PLANS_FILE 1
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WORK PLANS_FILE 1
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Last modified
6/17/2020 3:49:09 PM
Creation date
6/17/2020 3:17:12 PM
Metadata
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EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
FileName_PostFix
FILE 1
RECORD_ID
PR0504943
PE
2951
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
02
SITE_LOCATION
2801 WEST LN
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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l <br /> r Work Plan— 1,2-DCA Investigation <br /> Former American Forest Products Site,Stockton,California April 2,2002 <br /> URS Corporation Americas Page 3 <br /> 2.4 SAMPLING PROCEDURES <br /> All field procedures will be overseen by a URS geologist, under the direction of a California Registered <br /> t Geologist. Procedures for drilling and groundwater sampling are outlined in the following sections. The on- <br /> site geologist will be present at all times during drilling in order to observe the drilling subcontractor, and to <br /> collect and manage samples. <br /> During drilling, each borehole will be advanced using a direct-push, van-mounted rig equipped with 1.5-inch <br /> diameter steel rods. No soil samples are collected using this method. Upon reaching the sample depth, the <br /> drill string will be removed,and a stainless steel bailer will be lowered into the open borehole. Approximately <br /> 200 milliliters(mL)of groundwater will be recovered,depending on formation permeability. The groundwater <br /> will be transferred immediately to 40 mL VOA vials,and labeled according to location,depth and time. After <br /> collection of adequate sample material, drilling will continue to the final depth, and the sampling procedure. <br /> t will be repeated., A duplicate groundwater sample will be collected from one location. Water samples will <br /> be analyzed for VOCs using EPA Method 8260B. The samples will be placed on ice immediately following <br /> collection,and kept in coolers until shipment to the laboratory for analysis. Samples will be delivered to the <br /> laboratory within one day of sampling. A chain-of-custody will be completed for each sample collected. The <br /> chairs-of-custody will include the sample identification,date and time of sample collection,sample collector's <br /> name, the project site name, analysis requested, and the signature, and inclusive time and date of sample. <br /> possession, of each person assuming possession of the samples. A copy of the chain-of-custody will be <br /> included in the sampling report. <br /> Sampling depths'of 40 and 55 bgs are anticipated. These depths are based in part on.the current depth to <br /> groundwater(approximately 44 feet bgs),and the geology at the site. Depth oriented samples are proposed <br /> in order to assess any potential concentration variations with depth,such as those observed at monitoring wells <br /> DMW-5 and DMW-6. Prior to drilling,the static water level at the site will be measured at the seven existing <br /> monitoring wells,and the target depths will be adjusted, if necessary_ <br /> Equipment decontamination will be conducted to minimize the potential for cross contamination between well <br /> r' locations. Prior to and after use,sampling and testing equipment will be washed in a non-phosphate(Alconox) <br /> solution,rinsed with potable water, and rinsed again with distilled water. Hard-bristle bottle brushes may be <br /> used in the first two wash buckets to remove mud and debris. Potable water will be obtained from on-site <br /> sources. Distilled water will consist of 5-gallon containers from a commercial supplier. <br /> No drill cuttings,are generated using the direct push methodology. Therefore, soil disposal will not be <br /> required. Because no drillings fluids are used,groundwater samples can be collected directly from the open <br /> borehole without pumping the well. Therefore,wastewater disposal will not be required. <br /> The drill holes will be abandoned immediately following the collection of the water samples. Abandonment <br /> will consist of grouting the borehole with a bentonite/cement slurry, using a tremie pipe. The surface will be <br /> repaired with asphalt. <br /> i KA840 MAFP\DCA_W ORKPt.AN.DOC <br /> t, <br />
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