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3500 - Local Oversight Program
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PR0545673
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Last modified
5/19/2020 4:04:44 PM
Creation date
5/19/2020 4:03:10 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545673
PE
3528
FACILITY_ID
FA0009845
FACILITY_NAME
ALL 4 ONE AUTO CARE
STREET_NUMBER
2100
STREET_NAME
SANGUINETTI
STREET_TYPE
LN
City
STOCKTON
Zip
95205
APN
11908015
CURRENT_STATUS
02
SITE_LOCATION
2100 SANGUINETTI LN
QC Status
Approved
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EHD - Public
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r M KLEINFELDER <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 monitoring wells W.ili 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 logy"ed and if warranted, a sieve test has been performed and the results received. <br /> • The wells are generally screened fro11i 5 feet above to 15 feet below,first groundwater. 11' <br /> an apparent aquitard is encountered, the well is usually terminated to 2 feet into the <br /> aquitard. I-Hfo.rt is :made riot to screen across two aquifers. If confined aquifer <br /> conditions or high vaclose zone contamination is encountered, the well screen in usually <br /> not set above the depth of first encountered groundwater. Wells are usually not set in <br /> 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 0130 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 salad to be used. Installation of the <br /> 0/30 salad niay require that the sand be tremmied, using clean water. In this event, a <br /> sample of the t.remie water i5 collected, unless the source is thought to be clean. <br /> • A 3-foot to 5-foot bentonite plug is placed above the sand pact: to provide an annular <br /> seal against surface water Inf Itratiou and to reduce the potential for cement grout to <br /> infiltrate into the water. <br /> • The remaining annular space is billed to the surface with tremmied cement/bentonite <br /> grout (surface seal) to the surface. <br /> • 'l he 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-Y P8-12412(}I X11 141/20 1 fSC:270 Page A-3 <br /> © 1998, Kleinlclder. Inc. 3u11c 16, 1998 <br />
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