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2900 - Site Mitigation Program
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PR0508238
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Last modified
1/30/2020 2:28:51 PM
Creation date
1/30/2020 1:24:16 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0508238
PE
2950
FACILITY_ID
FA0008010
FACILITY_NAME
GRANITE CONSTRUCTION CO
STREET_NUMBER
10500
Direction
S
STREET_NAME
HARLAN
STREET_TYPE
RD
City
FRENCH CAMP
Zip
95231
CURRENT_STATUS
01
SITE_LOCATION
10500 S HARLAN RD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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KLEINFELDER <br /> i <br /> II <br /> B-3 GROUNDWATER WELL INSTALLATION <br /> B-3.1 Monitoring Well Construction <br /> Construction details for shallow groundwater monitoring wells are as follows: <br /> 1 <br /> • The monitoring wells will have casings consisting of 2-inch inside diameter, flush- <br /> threaded joint, Schedule 40 PVC pipe. These wells will be constructed in 8-inch <br /> diameter borings. <br /> • Well screen sections will be perforated with 0.010-inch or 0.020-inch factory-cut slots. <br /> The perforation sieve openings are assessed (and modified if required) after the borings <br /> are logged, and if warranted, a sieve test has been performed and the results received. <br /> • The wells are generally screened from 5 feet above to 15 feet below first groundwater. <br /> If an apparent aquitard is encountered, the well is usually terminated to 2 feet into the <br /> 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 not <br /> usually set above the depth of first encountered groundwater. Wells are not usually set <br /> in areas of suspected significant soil contamination. <br /> • The PVC pipe and end caps will be steam cleaned prior to installation. <br /> • The annular space between the screen and the wall of the boring is backfilled with the <br /> appropriate clean Lone Star Industries 0/30 or 2/12 Monterey sand to approximately 2 <br /> feet above the top of the perforated sections. Based on soil logs or a sieve.test, <br /> modifications may be made regarding the size of sand to be used. Installation of the <br /> 0/30 sand may require that the sand be tremmied, using clean water. In this event, a <br /> sample of the tremie water is collected, unless the source is thought to be clean. <br /> • A 3-foot to 5-foot bentonite plug is placed above the sand pack to provide an annular <br /> seal against surface water infiltration and to reduce the potential for cement grout to <br /> infiltrate into the water. <br /> • The remaining annular space is filled to the surface with tremmied cement/bentonite <br /> grout (surface seal) to the surface. <br /> • The wells will be secured in a below-ground locking stovepipe and the well heads <br /> enclosed in a water-tight cement utility box set flush to the ground surface. <br /> 20-YP8-262/2018P285r/2018C595 Page B-3 <br /> Copyright 1998,Kleinfelder, Inc. November 4, 1998 <br />
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