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Kennedy/Jenks Consultants <br /> Table 3: Summary of Groundwater Monitoring Well Construction Details(a) <br /> Blank Interval Slotted Screen Interval Cement Seal Betenke-Beal Filter Pack <br /> Top of <br /> Drilled Well Casing Slot To <br /> Monitoring Completion Depth Diameter Well Elevation Top Bottom Top Bottom Size Top Bottom Top Bottom (ft Bottom <br /> Well Date (ft bgs)101 (i n)1`) Type (ft AMSL)i"l (ft bgs) (ft bgs) (ft bgs) (ft bgs) (in) (ft bgs) (ft bgs) (ft bgs) (ft bgs) bgs) (ft bgs) <br /> MW-1 NA(') 80 4 P�� 76.93 0 50 50 80 0.020 0 40 40 45 45 80 <br /> MW-2 NA(`) 80 4 PVC 71.21 0 50 50 80 0.010 0 33 33 38 38 80 <br /> MW-3 12112/00 56 2 P�� 70.07 0 35.5 35.5 55.5 0.020 0 25 25 32.4 32.4 56 <br /> (a) Summary of construction details for existing groundwater monitoring wells constructed onsite at The Wine Group, Franzia Winery,based on a well construction report provided by The Wine <br /> Group personnel and obtained from the Regional Water Quality Control Board. <br /> (b) ft bgs=feet below ground surface. <br /> (c) in=inches. <br /> (d) ft AMSL=feet above mean sea level. <br /> (e) NA=construction details not available for monitoring wells MW-1 and MW-2 during preparation of this Report. <br /> l <br /> Groundwater Protection Work Plan, The Wine Group Page 1 of 1 <br /> Franzia Winery, Ripon, California <br /> p.YsymupNtlmNyogATN0170.OZ_wMepwpW9npotsNwrkpenVedesVeEb03 tloc <br />