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o Well screen sections are perforated with 0.010- or .02 -inch factory -cut slots. This parameter is assessed (and modified if required) after the boring logs and, if warranted, a sieve test has been performed and the results received. Well screen will be stainless steel wire -wrapped screen. o The well will be screened from 5 feet above to 20 feet below the screened interval of MW -14. The screen length is reduced if an aquitard with a minimum thickness of 5 feet is encountered. If an aquitard is encountered the well is usually terminated 1 to 2 feet into the aquitard. Effort is made not to screen across two aquifers. o The well pipe and end caps are steam cleaned prior to installation. o The annular space between the screen and the wall of the boring is backfilled with the appropriate clean Lone Star Industries 0/30 or 2/12 Monterey sand to approximately 2 feet above the top of the perforated sections. Based on soil logs or a sieve test, modifications may be made regarding the size of sand to be used. Installation of the 0/30 sand may require that the sand be tremmied, using clean water. In this event, a sample of the tremie water is collected, unless the source is known to be clean. o A 3- to 5 -foot bentonite plug is placed above the sand pack to provide a seal against surface water infiltration. o The remaining annular space is filled to the surface with tremmied cement/bentonite grout to the surface. o The wells are secured in a locking stovepipe. The well heads may be enclosed in a cement utility box set flush to the ground surface located in a traffic area. A-3.2 Monitoring Well Development The wells are developed to reduce the effects of drilling on the formation and to increase the effective hydraulic radius of the well. Monitoring wells are generally developed 24 to 48 hours after installation to allow the grout to set. Each well is first sampled with a clear acrylic bailer to visually inspect for hydrocarbon layer or sheen. If no product layer or sheen is observed on the water, the well is developed by surging, pumpin*, or bailing. Surging along the screened interval of the well is performed to draw the sediment from the formation into the filter pack and the well and to set the sand pack. The sediment laden water is purged from the well at a rate of between 0.75 to 10 gallons per minute (gpm) depending on recharge rate and casing size. Development continues until the discharge runs relatively clear of fines. Approximately 5 to 10 well volumes are generally removed from each monitoring well. Discharge water is stored in 55 -gallon drums and left on site for later discharge or disposal by the client, depending on laboratory results. A-3.3 Well Survey The locations of soil borings and monitoring wells and the elevation of the top of the PVC casings is usually surveyed and tied into permanent markers, if readily available. Survey accuracy is 0.1 foot for the "x" and "y" coordinates and .01 foot for the "z" coordinate. The FWR-92-04 Page A-3 Copyright 1992 HIeinfelder, Inc.