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ddMIL <br />KLEINFELDER <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 />• 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- or 0.020 -inch factory -cut slots. The <br />perforation sieve openings are assessed (and modified if required) after the borings are <br />logged, and if warranted, a sieve test has been performed and the results received. <br />• The wells will be generally screened from 30 feet to 55 feet below subgrade. If an <br />apparent aquitard is encountered, the well is usually terminated 1 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 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 0/30 <br />sand may require that the sand be tremmied, using clean water. In this event, a sample <br />of the tremie water is collected, unless the source is thought to be clean. <br />• A 3- 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 />20-3978-0I.W36/2017P 117 Page B-3 <br />© 1997, Kleinfelder, Inc. September 5, 1997 <br />