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2900 - Site Mitigation Program
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PR0507955
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COMPLIANCE INFO
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Last modified
3/26/2020 1:43:03 PM
Creation date
3/26/2020 1:37:34 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0507955
PE
2950
FACILITY_ID
FA0007848
FACILITY_NAME
MARCH LANE UNDERPASS/RR
STREET_NUMBER
0
STREET_NAME
MARCH
STREET_TYPE
LN
City
STOCKTON
Zip
95207
CURRENT_STATUS
01
SITE_LOCATION
MARCH LN
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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k9l KLEINFELDER <br /> B-2.6 Soil Sample Selection for Laboratory Analysis <br /> The selection of soil samples for laboratory analysis is based upon: 1) the project objectives and <br /> requirements, 2) qualitative field screening performed in the field using the organic vapor <br /> detector, and 3) field observations such as lithology, odor, discoloration, or high moisture <br /> content. Generally, samples are submitted from the bottom of the boring and from soil horizons <br /> with significant potential for contamination as indicated by the organic vapor detector, <br /> observations, and site history. Samples may be collected from regular intervals when <br /> information on concentrations versus depth is desired. Samples that are not selected for <br /> laboratory analysis are held in sample control for possible future reference. When these samples <br /> are no longer needed, they are returned to the site and are combined with the soil cuttings <br /> generated during their collection. <br /> B-2.7 Soil Boring Closure and Soil Cutting Disposal <br /> Soil borings are closed immediately after the collection and logging of soil samples. Closure is <br /> accomplished by grouting the boring with a cement/bentonite slurry or as otherwise required. <br /> Drill cuttings will be placed in 55-gallon drums or wrapped in plastic and left on site for disposal <br /> by the site owner. If requested, Kleinfelder can coordinate disposal of soil and water with <br /> contractors after chemical analysis results are available. <br /> B-3 GROUNDWATER MONITORING <br /> B-3.1 Monitoring Well Construction <br /> Construction details for shallow ground water monitoring wells are as follows: <br /> • The well casing will be 2-inch inside diameter, flush threaded joint, schedule 40 <br /> PVC pipe. <br /> • The wells will be constructed in 8-inch diameter boreholes. <br /> • Well screen sections are perforated with 0.010- or .02-inch factory-cut slots. This <br /> parameter is assessed (and modified if required) after the boring logs and, if <br /> warranted, a sieve test has been performed and the results received. <br /> 20-3712-08.E01/2018R510 Page B-3 <br /> © 1998,Kleinfelder, Inc. July 9, 1998 <br />
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