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C f [ C f C C f k ' C C C E C Table 1: Normalized Groundwater Elevations,Gradients and Bearings Valentine(Castle Motors) 2315 N.EI Durado Stockton,CA Project No.723.2 Date Elevation of Groundwater MW-1 MW-2 MW-3 MWS MW-5 MW-6 MW-101 MW-201 Avg.Elev. Gradient Gradient GWLElev. GWLElev, GWLEIev, GWLElev. GWLElev, GWLEIev. GWLElev. GWLElev. Bearing Slope TQC 10.84 10.12 10.65 10.96 10.19 10.08 10.52 (ftift) TOS -44.16 -32.813 -32.35 -24.04 -24.81 -24.92 -81.48 BOS -59.16 -52.88 -52.35 -44.04 -44.81 -44.92 -86.48 618195 -34.61 -34.86 -34.81 -34.76 Northeast 10119/1995 -36.23 -36.51 -36.46 -36.40 Northeast 02!0211996 -32.52 -32.69 -32.77 -32.66 Fast 07101/1996 -27.04 -27.25 -27.20 -26.96 -27.22 -27.01 27.11 Northeast 11/13/1996 -29.86 -30.11 -30.07 -29.79 -30.11 -29.89 -29.97 Northeast 03127!1997 -23.37 -23.56 -23.56 -23.32 -23.59 -23.36 -23.46 Northeast 06/24/1997 -23.72 -23.94 -23.90 -23.68 -23.93 -23.71 -23.81 Northeast 1D0211997 -26.9 -27.14 -27.11 -26.37 -27,62 -26.93 1 -26.53 East 04i0211998 -20.23 -20.39 -20.45 -19.72 -20.98 -20.23 -20.33 East 06!3011998 -17.16 -17.29 -17.30 -16.56 -17.89 -17.16 -17.23 Northeast 01/25/1999 -17.47 -17.58 -17.58 -16.85 -18.21 -17.48 -17.53 N580E 0.0202 09,113/1999 -17.66 -17.84 -17.83 -17.61 -17.86 -17.64 -17.94 -17.74 N850E 0.0033 12/1611999 -18.29 -18.43 -18.42 -18.25 -18.46 -18.32 -18.42 -18.36 N66°E 0.0029 05/0412000 -15.13 -15.23 -15.24 -15.06 -15.30 -15.13 -15.23 -15.18 N701E 0.0033 08/2912000 -17.25 -17.46 -17.44 -17.16 -17,50 -17.21 -17.43 -17.34 N820E 0.0046 12/0412000 -18.18 -18.37 -18.38 18.45 -18.42 -18.20 -18.35 -18.33 South 0.0046 03/16/2001 -17.06 -17.25 -17.24 -17.00 -17.31 -17.07 -17.26 -1736 N760E 0.0041 06/25/2001 -18.22 -18.46 -18.43 -18.15 -18.50 -18.20 -18.63 -18.33 N82°E 0.0046 09/12/2001 -21.24 1 -21.49 -21.45 -21.11 -21.51 21.17 -21.63 21.32 N70°E 0.0059 Date Elevation of Groundwater-Wells Resurveyed November 29,2001 in accordance-,vith SWRCB Geotracker Requirements MW-1 MW-2 MW-3 MW-4 MW-5 MW-6 MW-101 MW-201 Avg.Flev. Gradient Gradient GWLElev. GWLEIev. GWLEIev. GWLEIcv, GWLElev. GWLElev. GWLElev. GWLElev. Bearing Slope MBOS 10.28 9.56 _15,09 I D,40 9.64 9.51 9.95 10.12 Oft) -44.72 33.44 -32.92 -24.60 -25.36 -25.49 -82.05 -137.88 -59.72 -53.44 -52.92 54.60 -45.36 -45.49 -87.05 -140.3812111!2001 -21.95 -22.20 -22.23 -21.94 -22,29 -21.94 -22.22 -16.07 -22.09 N870£ 0.0[15b 02/27!2002 -19.80 -20.04 -20.05 -19.78 -20.11 -19.78 -20.09 -20.65 -19.93 N870E 0.0065 06/06/2002 -20,24 -20.45 -20.44 -20.15 -20.49 -20.22 -20.583L50 20.33 N75°E 0.0042 09/09/2002 -24.50 -24.81 -24.72 -24.40 -24,76 -24.51 -24.84 25.69 24.62 N62°E 0.0061 12/1712002 -24.41 -24.61 -24.63 -24.34 -24.66 -24.44 -24.52 -24.63 24.52 N710E 0.0053 TOC=Top of Well Elevation(referenced to mean sea-level) TOS=Top of Screen Elevation,BOS=Bottom of Screen Elevation Gradients determined by 3 point problem using MW-4,MW-5 S MVP-6 after 1125199.or computer generated contovrs.