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COMPLIANCE INFO
Environmental Health - Public
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EHD Program Facility Records by Street Name
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MACARTHUR
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2025
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2900 - Site Mitigation Program
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PR0507203
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COMPLIANCE INFO
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Entry Properties
Last modified
3/2/2020 8:49:04 PM
Creation date
3/2/2020 2:04:03 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0507203
PE
2950
FACILITY_ID
FA0007734
FACILITY_NAME
LAKESPUR ESTATES (PROPOSED)
STREET_NUMBER
2025
Direction
S
STREET_NAME
MACARTHUR
STREET_TYPE
DR
City
TRACY
Zip
95376
CURRENT_STATUS
02
SITE_LOCATION
2025 S MACARTHUR DR
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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k'■ KLEINFELDER <br /> 1 <br /> AA=3 GROUNDWATER WELL INSTALLATION <br /> A-3.1 Monitoring Well Construction <br /> Construction details for shallow groundwater monitoring wells are as follows: <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 ry 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. If <br /> 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 conditions <br /> or high vadose zone contamination is encountered, the well screen in usually not set <br /> above the 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 will be steam clean <br /> P P ed 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 0/30 <br /> sand may require that the sand be tremmied;using clean water. In this event, a sample of <br /> 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 seal <br /> against surface water infiltration and to reduce the potential for cement grout to infiltrate <br /> 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 /> 202245-32.E01/2017R720 Page A-3 <br /> I © 1997, Kleinfelder,Inc. November 18, 1997 <br />
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