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LTable 2:Summary of Groundwater Elevation and Gradient- Deep Wells <br /> �V,pl rci Proper <br /> 2969 Loomis Road <br /> Stockton,CA <br /> Project No.770.2 <br /> L Date Avg.Elv. Gradient Bearing <br /> MW-105 DTW (feet) (ft/ft) <br /> top ofcasin * 25.02 <br /> top of screen -64.98 90 <br /> C bottom screen -69.98 95 <br /> 08/28/2000 -3 .7 =77- <br /> 12/29/2000 -32.55 57.57 <br /> 03/15/2001 --31.37 56.39 <br /> r 06/27/2001 -33.04 58.06 <br /> 1 09/19/2001 -36.13 61.15 <br /> 12/07/2001 -36.08 61.10 <br /> 03/11/2002 -34.38 59.40 <br /> 'Rererenced to City of Stocklon Benchmark No. 178 <br /> Wells e- urveye to accordance with eo rac er Requirements AV .Elv. Gradient Bearing <br /> MW-104 DTW MW-105 DTW MW-106 DTW (feet (ft/ft <br /> top qf casing 24.28 24.06 23.55 <br /> top ofscreen -65.72 90 -65.94 90 -66.45 90 <br /> bottom screen -70.72 95 -70.94 95 -71.45 95 <br /> 06/07/2002 ........3 I. 6 3 60.27 -36. 0. 0 N88°E <br /> 09/13/2002 -40.64 64.92 -40.42 64.48 -40.50 64.05 -40.52 0.0019 S840E <br /> 11/19/2002 -41.18 65.46 -41.02 65.08 -41.07 64.62 -41.09 0.0014 N840E <br /> 1.2/18/2002 -40.53 64.81 -40.38 64.44 -40.40 63.95 -40.44 0.0013 N820E <br /> 01/28/2003 -39.59 63.87 -39.41 63.47 -39.47 63.02 -39.49 0.0018 N890E <br /> 02/06/2003 -39.44 63.72 -39.29 63.35 -39.27 62.82 -39.33 . 0.0013 N660E <br /> 03/19/2003 79.10 63.38 -38.70 62.76 -38.73 62.28 -38.84 0.0034 N81°E <br /> 04/28/2004 -37.28 61.56 - O-5 62.11 -38.18 61.73 -37.84 0.0068 S740W <br /> 05/23/2003 1 -38.60 1 62.88 -39.35 1 63.41 1 -39.24 1 62.79 -39.06 0.0063 S77°W <br /> 06/18/2003 1 -39.05 1 63.33 -38.91 1 62.97 1 -38.98 1 62.53 -3898 . 0.0012 S8 5-F <br /> i <br /> r <br /> 4.1 � <br />