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ARCHIVED REPORTS XR0011674
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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2900 - Site Mitigation Program
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PR0506624
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ARCHIVED REPORTS XR0011674
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Entry Properties
Last modified
2/25/2019 12:34:40 PM
Creation date
2/25/2019 11:16:52 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011674
RECORD_ID
PR0506624
PE
2950
FACILITY_ID
FA0007549
FACILITY_NAME
WEBER POINT SEAWALL
STREET_NUMBER
221
Direction
N
STREET_NAME
CENTER
STREET_TYPE
ST
City
STOCKTON
Zip
95202
CURRENT_STATUS
01
SITE_LOCATION
221 N CENTER ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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in 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 /> 1 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 iequested, 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 giound water monitoring wells are as follows <br /> • The well casing will be 2-tnch 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 /> waiianted a sieve test has been performed and the results received <br /> 21-1119-10121111 R314 Page i3-3 <br /> © 1997 Kluntd&r 111L WIN 14 1997 <br />
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