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COMPLIANCE INFO_PRE 2019
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PR0231219
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COMPLIANCE INFO_PRE 2019
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Last modified
2/12/2020 5:53:44 PM
Creation date
11/6/2018 9:19:33 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
PRE 2019
RECORD_ID
PR0231219
PE
2381
FACILITY_ID
FA0002836
FACILITY_NAME
SAN JOAQUIN DELTA COLLEGE DIST
STREET_NUMBER
5151
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
10816001
CURRENT_STATUS
02
SITE_LOCATION
5151 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
Scanner
KBlackwell
Supplemental fields
FilePath
\MIGRATIONS\P\PACIFIC\5151\PR0231219\COMPLIANCE INFO 1987-2015.PDF
QuestysFileName
COMPLIANCE INFO 1987-2015
QuestysRecordDate
8/15/2017 3:06:13 PM
QuestysRecordID
3580045
QuestysRecordType
12
QuestysStateID
1
Tags
EHD - Public
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In KLEINFELDER <br /> 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 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 /> A-3 GROUNDWATER MONITORING <br /> A-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 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 /> 20-0232-01/2011 R 1514 Page A-3 <br /> 0 2001,Kleinfelder,Inc. December 6,2001 <br />
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