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3500 - Local Oversight Program
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PR0545036
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Last modified
12/9/2019 3:03:45 PM
Creation date
12/9/2019 2:39:34 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0545036
PE
3528
FACILITY_ID
FA0004837
FACILITY_NAME
B & B EQUIPMENT CO
STREET_NUMBER
3132
STREET_NAME
FARMINGTON
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
17306002
CURRENT_STATUS
02
SITE_LOCATION
3132 FARMINGTON RD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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KLEINFFLDER <br /> `r A-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 /> A-2.7 Soil Boring Closure and Soil Cuttin2 Dis osal <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 /> +- A-3 GROUNDWATER MONITORING <br /> A-3.1 Monitorine 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 PVC <br /> pipe. <br /> • The wells will be constructed in 8-inch diameter boreholes. <br /> • Well screen sections are perforated with 0.010- or .020-inch factory-cut slots. This <br /> parameter is assessed (and modified if required) after the boring logs and, if warranted, a <br /> sieve test has been performed and the results received. <br /> • The wells are generally screened from 5 feet above to 20 feet below first groundwater. <br /> The screen length is reduced if an aquitard with a minimum thickness of 5 feet is <br /> encountered. If an aquitard is encountered the well is usually terminated 1 to 2 feet into <br /> the aquitard. Effort is made not to screen across two aquifers. If confined aquifer <br /> conditions or high vadose zone contamination is encountered, the well screen is usually <br /> not set above the depth of first encountered ground water. Wells are usually not set in <br /> areas of suspected significant soil contamination. <br /> 20-4659-01.EOI/201 IR1442 Page A-3 <br /> °2001,Kleinfelder,Inc. November 28,2001 <br /> i.. <br />
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