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sINV= ri r� r �■r iii r wno +� r <br /> I <br /> E <br /> TABLE 1 <br /> GROUNDWATER ELEVATION SUMMARY <br /> AUGUST 30, 1994 <br /> GREYHOUND TERMINAL <br /> STOCKTON, CA <br /> I <br /> Elevation Elevation Depth Ground- Product <br /> or PVC of Ground to water Layer � <br /> Monitoring T.U.0 (1} Surface WotterW FtovationO) TlAckness <br /> Well (Ft.MSL) (FIL MSL) (Ft. MSL) (Ft. MSL) <br /> MW-1 11.87 12.23 40.79 -28.92 0 <br /> MW-2 1192 1232 4095 -2903 0 <br /> I <br /> MW-3 1200 1242 41.15 -29 15 0 <br /> I <br /> i <br /> (1) T 0 C = Top of Casing Elevations based on site surface vertical datum (97 50, on steel grate for storm sewer near <br /> wash rack) established in the field and later converted to Mean Seal Level (MSL) 97 50 = 12 0 MSL <br /> (2) All depth to water determinations were measured from the top of the PVC casing using an electric water level indicator <br /> (3} Elevation of PVC T 0 C -Depth to water <br /> �I <br /> PARE53YRO11VOL1 WPI725396 08969125386R02 DOC <br />