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'LD`G OF EXPLORATORY BORING <br /> PROJECT NUMBER 939-01.01 BORING NO. MW-2 <br /> i <br /> PROJECT NAME Harney Lane Sanitary Landfill PAGE 1 OF 8 <br /> BY BAB DATE 3/29/87 SURFACE ELEV. 100.47' <br /> POCKET PENETRA- LITHO- <br /> N <br /> TORVANE PENETRO- TION z = r GRAPHIC <br /> METER �'°" �+ x DESCRIPTION <br /> (TSF) (TSF) (eFt)s/ O; J c < coLUMN <br /> CL SANDY CLAY, reddish brown (5YR, 4/4); <br /> 30% very fine- to predominantly <br /> medium-grained sand; minor coarse- <br /> grained sand; moist to wet. <br /> SP SAND, strong brown (7.5YR, 5/8); < 5% <br /> 5 1E <br /> :: fines; predominantly fine to medium <br /> grained; quartzose with 5% mafic <br /> minerals; angular; moist. <br /> ML SANDY SILT, yellowish brown (10YR, 5/4); <br /> predominantly fine-grained sand; <br /> very damp. <br /> 1 <br /> CL SILTY CLAY, yellowish red (5YR, 4/6); <br /> very silty; 15-20% fine- to coarse- <br /> grained sand; occasional very thin, <br /> black oxidation streaks; very damp. <br /> 1 <br /> 20-iLm <br /> REMARKS <br /> Drilled with air rotary drilling equipment to a total depth of 147 feet. <br /> Water injection was employed from 75-147 feet. Boring was converted to a <br /> 4-1/2-inch diameter ground-water monitoring well (see Plate 18). <br /> denotes bag sample. <br /> i <br /> PLATE 10 <br />