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J <br /> TABLE 1 <br /> MONITORING WELL DATA SUMMARY J <br /> GREYHOUND TERMINAL, STOCKTON, CA <br /> Elevation of Elevation of Depth to Groundwater Product Layer <br /> Monitoring Location PVC T.0 Ct Ground Surface 'Water Elevation Thickness put Conductivity Time <br /> Date Et. Ft Pt Ft In. nMheslcm <br /> 9—Mar-95 MW-1 1187 1223 3620 —2433 0 732 1000 1220 <br /> 726 1100 1234 <br /> 738 1050 1252 <br /> 741 1000 1310 <br /> MW-2 1192 1232 3637 —2445 0 719 1050 1355 <br /> — 1100 14 12 <br /> -- 1100 1433 <br /> — 1100 1452 <br /> MW-3 1200 1242 3654 —2454 0 — 1300 1524 <br /> — 1350 1535 <br /> -- 1390 1555 <br /> — 1350 1615 <br /> 8—Jun-95 MW--1 1187 1223 3311 --21 24 0 743 200 1040 <br /> 743 700 1100 <br /> 750 680 1120 <br /> 742 720 11 35 <br /> MW-2 1192 1232 8329 —21 37 0 742 660 1235 <br /> 746 720 1250 <br /> 749 700 1305 <br /> 749 750 1330 <br /> MW-3 1200 1242 3348 —2148 0 736 920 1400 <br /> 733 950 1415 <br /> 738 1000 1435 <br /> 739 1000 1445 <br /> TOC = Top of Casing Elevations established with respect to onsite reference point(steel grate over storm <br /> sewer near wash rack) The assumed elevation of the reference point is 12 00 feet above mean sea level <br /> I <br /> 2 pH meter malfunction indicated by a dash <br /> PAMSYaallvoLu We72 uIloevb94M9sm WK3 <br />