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"""G OF EXPLORATORY BORING <br /> PROJECT NUMBER 939-01.01 BORING NO. MW-1 <br /> PROJECT NAME Harney Lane Sanitary Landfill PAGE 1 OF 8 <br /> BY BAB DATE 3/18-3/19/87 SURFACE ELEV. 107.87' <br /> F POCKET PENETRA- LITHO- <br /> x TORVANE PENETRO- TION z C n = r GRAPHIC <br /> DESCRIPTION <br /> I METER o <br /> (Blows/ 3 J w COLUMN <br /> (TSF) (TSF) Ft.) v c a <br /> ML SANDY SILT, yellowish brown (10YR, 5/4); <br /> 40-45% sand; predominantly very fine <br /> to fine grained with minor medium to <br /> coarse grained; moist. <br /> @5' : brownish yellow (10YR, 6/6); <br /> 540% sand; damp. <br /> 1031 @10' : yellowish brown (10YR, 5/8). <br /> SM SILTY SAND, light yellowish brown (10YR, <br /> 6/4); 30-35% fines; very fine to fine <br /> grained; trace coarse grained; damp. <br /> 1 <br /> 1 <br /> j <br /> @20' : brown (7.5YR, 5/4); 40-49% <br /> 2® fines; moist. <br /> REMARKS <br /> Drilled with air rotary drilling equipment to a total depth of 159 feet. <br /> Water injection was employed from 30-159 feet. Boring was converted to a <br /> 4-1/2-inch- diameter ground-water monitoring well (see Plate 9). <br /> denotes bag sample. <br /> PLATE 1 <br />