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2900 - Site Mitigation Program
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PR0526347
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Last modified
3/11/2020 2:29:51 PM
Creation date
3/11/2020 1:48:46 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0526347
PE
2950
FACILITY_ID
FA0017829
FACILITY_NAME
KELLEY FARM
STREET_NUMBER
9099
Direction
N
STREET_NAME
MARINERS
STREET_TYPE
DR
City
STOCKTON
Zip
95219
APN
07113011
CURRENT_STATUS
01
SITE_LOCATION
9099 N MARINERS DR
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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• <br /> A-2.9 Geoprobe Closure <br /> Upon completion of Geoprobe sampling, the borings will be closed by backfilling the <br /> borings with a neat cement grout, or bentonite chips or powder. <br /> A-2.10 Soil Boring Closure and Cutting Disposal <br /> Soil borings are closed immediately after the collection and logging of soil samples. <br /> Closure is accomplished by grouting the boring with a cement/bentonite slurry or as <br /> otherwise required. <br /> Drill cuttings will be placed in 55-gallon drums wrapped in plastic or spread around the <br /> boring and left on site for disposal by the site owner. If requested, Kleinfelder can <br /> coordinate disposal of soil and water after analytical results are available. <br /> A-3 GROUNDWATER WELL INSTALLATION <br /> A-3.1 Monitoring Well Construction <br /> Construction details for shallow groundwater monitoring wells are as follows: <br /> • The well casing are 2- or 4-inch inside diameter, flush threaded joint, schedule <br /> 40 PVC pipe. <br /> • The wells are constructed in 8- or 10-inch diameter borings. <br /> • Well screen sections are perforated with 0.010- or 0.020-inch factory-cut slots. <br /> • The wells are generally screened from 5 feet above to 15 feet below first <br /> groundwater. The screen length is reduced if an aquitard with a minimum <br /> thickness of 5 feet is encountered. If an apparent aquitard is encountered, the <br /> well is usually terminated 1 to 2 feet into the aquitard. Effort is made not to <br /> screen across two aquifers. If confined aquifer conditions or high vadose zone <br /> contamination are encountered, the well screen is usually not set above the <br /> depth of first encountered groundwater. Wells are usually not set in areas of <br /> suspected significant soil contamination. <br /> • The PVC pipe and end caps are steam cleaned prior to installation. <br /> • The annular space between the screen and the wall of the boring is backfilled <br /> with the appropriate clean sand to approximately 2 feet above the top of the <br /> perforated sections. Based on soil logs or a sieve test, modifications may be <br /> made regarding the size of sand to be used. Installation of the sand may require <br /> that the sand be tremmied, using clean water. <br /> 71812.H 01/STO6 R658/J DZ Jv <br /> ©2006 Kleinfelder, Inc. Page A-4 <br /> June 22, 2006 <br />
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