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Mir 'M M M M. M Ism M' 'M = ,M m um4r M <br /> APPENDIX G <br /> MONITORING WELL DATA SUMMARY <br /> GREYHOUND TERMINAL, STOCKTON, CA <br /> Elevation of Elevation of Depth to Groundwater Product Layer <br /> Monitoring Location PVC TOC t'1 Ground Surface Water Elevation Thickness pH J2) Conductivity Time <br /> Date _ (Ft) (Ft) (Ft) (Ft) _ (in) (uMhoslcm) T, <br /> 705 1180 11 05 <br /> 711 1180 11 10 <br /> MW-2 11 92 1232 2851 -1659 0 749 980 11 55 <br /> 701 1430 12 00 <br /> 699 1390 1205 <br /> 702 1320 1210 <br /> MW-3 1200 1242 2870 -1670 0 719 1300 1300 <br /> 712 1600 1310 <br /> 700 1500 1320 <br /> 712 1450 1330 <br /> 914196 MW-1 11 87 1223 2921 -1734 0 725 710 1055 <br /> 740 790 11 00 <br /> 747 780 11 05 <br /> 746 782 11 10 <br /> MW-2 1192 1232 2933 -1741 0 734 890 1155 <br /> 736 980 1200 <br /> 738 910 1205 <br /> 741 910 1210 <br /> MW-3 1200 1242 2950 -1750 0 733 990 1300 <br /> 731 1200 1310 <br /> 728 1180 1320 <br /> 730 1120 1330 <br /> MW-4 11 53 2990 -1837 0 700 940 1300 <br /> 706 1000 1310 <br /> 716 990 1320 <br /> 722 980 1330 <br /> 726 930 <br /> 726 950 <br /> (1) TOC=Top of Casing Elevations established with respect to onsite reference point(steel grate over storm <br /> sewer near wash rack) The assumed elevatnn of the reference point is 12 00 feet above mean sea level <br /> (2) pH meter malfunction indicated by a dash <br />