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k, Table I. Normalized Groundwater EIevations, Gradients and Bearings ' Valentine(Castle Motors) 2315 N El Dorado Stockton,CA Project No 7232 Date Elevation of Groundwater MW-1 MW-2 MW-3 MW-4 MW-5 MW-b MW-101 MW-201 Av Elev Gradient Gradient GWL Elev GWL Elev GWL Eley GWL Elev GWL Elev GWL Elev' GWL Elev GWL Elev TOC I0 84 10 12 10 65 10 96 ]D 19B artng Slope TOS -4416 -3288 -32 35 -24 04 10 OS 1052 (ft/ft) BOS -44 92 -86 48 ' 6/8/95 -34 61 -34 86 -34 81 10/19/1995 -36 23 -36 51 -36 46 -34 76 Ncirtheast 2/2/1996 -3252 -3269 -3277 -36 40 N rtheast 7/1/1996 -2704 -2725 -27 20 -26 96 -27 22 -32 66 fast 11/13/1996 -2986 -30 1 7 -27 01 -27 ]1 Ndrtheast -30 07 -29 79 -30 1 1 _2g gg 3/27/1997 -2337 -23 56 -23 56 -23 32 -23 S9 -23 36 -29 97 Northeast 6/24/1997 -23 72 -23 94 -23 90 '-23 68 -23 93 -23 71 -23 46 Ngrtheast 12/2/1997 -269 -27 14 -27 11 -26 37 -27 62 -26 93 -23 81 N rtheast 4/2/1998 2023 -2039 -20 45 -19 72 -20 98 2D 23 -26 53 ast 6/30/1998 -17 16 -17 29 -17 30 -I6 56 -17 89 -17 16 -20 33 ast 1/25/1999 -1747 -17 58 -17 5$ -16$5 -18 21 -17 23 Noi theast 9/13/1999 -17 66 -17 84 -]7 83 -17 61 -17 86 -1764 17 94 -17 53 N58 E 4 Q2D2 12/16/1999 -1829 -1$43 18 42 -18 25 -18 46 -18 32 -1$42 -17 74 85°E 0 0033 ' 5/4/2000 -15 13 -1523 15 24 -I S 06 -15 30 -15 13 -15 23 -18 3 6 N66 E 0 0029 8/29/2000 -17 25 -]7 46 -1744 -17 16 -17 50 -17 21 -]7 43 -15 I$ N70pE 0 p033 12/4/2000 -18 78 -18 37 -18 38 -18 45 -l8 42 -18 20 -l8 35 -17 34 1�$2 E 0 0046 3/16/2001 -17 0b -17 25 -17 24 -17 00 -17 31 -17 07 -17 26 South 0 0046 ' 6/25/2001 -1822 -1846 -1843 -18 15 -18 50 -I8 20 -18 63 -17 16 N76 E 00041 9/12/2001 -21 20 -2] 49 -2145 -21 11 -2151 -21 17 -21 63 -18 33 I�82DE 0 0046 -21 32 N700E 00058 ' Date Elevation of Groundwater-Wells Resurveyed November 29,2001 to accordance with S WRCB Geotracker Requirements( MW-1 MW-2 MW-3 MW-4 MW-5 MW-6 MW-101MW-201 Av Elev Gradient Gradient GWL Elev GWL EIev GWL Elev GWL Elei GWL Elev GWL Elev GWL Elev GWL Elev TOC 1028 956 100 1040 9 4.A B' aring Slo e 1 TOS -44 72 -33 44 9 5l 9 95 J O 12-8205 -137 88 (ft/ft) BOS -5972 5344 -5292 44 60 -45 36 -45 49 -87 05 -740 38 ' 12/11/2001 2 21 95 -22 20 -2223 -2] 94 -22 29 -21 94 -22 22 16 07 -22 09 2/27/2002 -1 9 SD -20 04 -24 OS -]9 78 -20 11 -19 78 -20 09 -20 65 -19 93 $7°E 0 OU56 6/6/2002 -20 24 20 45 -2044 -20 15 -20 49 -20 22 87°E U OQ65 9/9/2002 -24 50 -24 81 -24 72 -24 40 -24 5$ -3] 50 -24 33 P�175°E 0 0042 12/17/2002 -2441 -24 61 -2463 - 34 -24 66 -2444 84 -25 69 -24 62 62°E 0 0061 ' 3/5/2003 -2263 -2282 -2284 -2257 -22 87 -22 64 -2452 -24 63 -24 52 71°E 0 0053 6/20/2003 -2271 -2292 -2294 -22 61 -22 75 -22 87 -22 73 77°E 0 0045 9/12/2003 -2652 -2650 -2671 -26 3$ -22 98 -22 71 -23 06 -23 49 -22 81 74°E 00057 11/26/2003 -2696 -26 81 -26 8b -26 96 -27 88 -26 63 b0°E U 0058 ' 27 21 -27 20 -26 87 -27 24 27 O1 -27 07 3/21/2004 -23 57 -23 75 -23 77 -23 50 -27 21 -27 0$ '71°E 0 006] TOC=Top of Well Elevation(referenced to mean sea level) 23 80 23 57 -23 73 -23 87 -2366 X72°E 0 0449 TOS=Top of Screen Elevation BOS=Bottom of Screen Elevation Gradients determined by 3 point problem using MW-4,MW-5&MW-6 after 1/25/99 or computer generated contours {