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_ _ I _ _ M _ MMMir _ Table 1 Normalized Groundwater Etevatlons,Gradients and Bearings Valentine(Castle Molars) 2315N El Dondo Stohtoa CA rrolyd Na 7231 Date Elmitlon of Groundwater MW-1 NINV 2 MW 3 MW-4 MWS MW 6 MW-101 MW 201 D W#60 A vg GradientGradient GWL Eley DTV GWL EIev DTIV GWL Eley DTt1 GWL Elev DTW GWL Elm DT%V GWL Eley DTW GWLFAm DTW GwL El" DTW GWLEIev DTWBearingSlope TOC 1084 1012 1065 1096 1019 1008 1052 1012 (Rift) TOS -44 16 55 �2 88 43 ,2 35 4, 2404 35 2491 ,5 2492 35 81 48 92 NIA BOS 5916 70 �2 88 63 5235 6, 4404 55 -44 8 5 55 -4492 55 8648 97 618995 34 61 ,4 86 34 81 Northeast 10/1991995 36 23 36 51 3646 Northeast 02!021[q% 32 52 3269 32 77 �2 66 East 07,0111996 2704 2725 2720 2696 2722 2701 27 1 1 Northeast 1 Il13 1996 2986 30 11 3007 2979 30 11 2989 2997 Northeast 03!2711997 23,7 2356 2,56 1332 23 59 2336 2346 Northeast 06124/1997 23 72 2194 2190 2368 23 91 2371 2,81 Northeast 12 02}997 269 27 14 2711 2637 2762 2693 2653 East 04,0211998 2023 31 07 2039 ,0 51 2045 1 31 10 1972 3068 2098 31 17 2023 30,1 20,3 East 06130/1998 1716 2800 17 29 27 41 17�0 2795 1656 2752 1781 28 08 1716 2724 1723 Northeast 01/25/1999 1747 28 31 1759 2770 1759 2923 1685 2791 18 21 2840 1748 2756 1753 N58°E 00202 09/13/1999 1766 28 50 1784 2796 l7 83 2848 17 61 2857 17 86 2105 1764 2772 1794 2846 1774 N85T 0 003, IM6 1999 1829 29 13 18 4, 28 55 13 42 2907 1825 2921 1846 2865 IS 32 284 1842 2894 IS 07 28 19 IS,6 N66°E 0 0029 05/042000 Is 13 2597 1523 25,5 1524 2589 1506 2602 15,4 2549 15 13 2521 15 23 2575 15 18 N70*E 00033 08 29f2000 1725 2309 1746 2758 1744 2809 17 16 28 12 1750 2769 -17 21 2729 174, 2795 1734 N82-E 0 0046 12/04)2000 l8 18 29 02 l8 7 2S49 18,8 2903 1345 2941 1842 2861 1820 2828 18 3, 26 87 2596 18,3 South 00046 03116/2001 1706 2790 1725 2737 1724 27 89 1700 2796 1731 2750 1707 27 15 1726 2778 17 16 N70E 0 0041 06125 2 00 1 IS 22 2906 1845 28 58 -1843 2908 18 15 2911 1850 2869 1820 2121 1! 29 I S 8 33 N8Z°E 00046 09,t2,2001 2520 3204 2149 3161 2145 32 I0 2111 ,207 2151 3170 2117 3125 2163 32 IS 2132 N70'E 00059 Date Elevation of Groundnater-Wells Restineyed Novemher 29,2001 to accordance with SWRCB Geotratker Ftequirernents MW 1 MR 2 hlW 3 MW4 MW 5 MW 6 1 MV 101 MW 201 Avg Elm Gradieni Gradient GWL Elm DTW CWL El. D 11 GWL Elm DTW GWL Elm DTW GWL Ek, DTW GwL Elm DW GWL EIev DTW GWL El- DTW Bearing Slope TOC 1028 956 10 08 1040 964 951 995 10 12 (tuft) TOS -4472 55 3 44 43 a2 92 43 2460 35 25 6 ,5 2549 35 8205 92 137 88 1480 130S 5972 70 5344 63 5292 63 -4460 55 -45,6 55 -4549 55 8705 97 140 38 M5 1211 P2001 2195 32,13 2220 ,176 22 23 3231 21 94 3234 2229 31 93 21 94 31 45 22�2 ,2 17 16 07� 2619 2209 NVE 0 0056 022712D02 1980 30 08 20 04 1 2960 20 05 ,013 1978 �0 18 20 I I 2975 1979 2929 2009 30 04 2065 '0 77 19 93 N87°E 00065 06 0612002 2024 A 52 2045 1001 2044 3052 20 15 30 5) 2049 0 13 2022 2973 2053 30 53 3150 j 4162 20,3 NVE 00042 09,09 2002 2450 479 2481 3437 24 72 3480 2440 3480 24 76 3440 2451 ,4 02 2484 3479 25 69 if 35 81 2462 NQ2 E 00061 12/5712002 2441 3469 2461 34 17 2463 1171 24,4 �4 74 24 66 3430 2444 ,3 95 2452 3447 24 63 34 7a 2452 =53 03x05 2003 226, 32 93 2282 32 38 2234 3292 22 57 ,2 97 2287 325l 22 64 ,2 15 22 75 32 70 22 87 32 99 2273 45 06120)200, 2271 3299 2292 3248 2294 3302 2261 3301 2298 3262 2271 32 22 23 06 3,0] 23 49 33 bl 2281 57 TOG=lop of WeH Elevation(referenced to mean sea-levei) TOS=Tap of Screen Elevation BOS=Bottom of Screen Elevation Gradraota determined h1'3 point problem mirn MW4 ASW 5 S ASW 6 After 1125)99 or computer generated contours