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""G OF EXPLORATORY BORING <br /> PROJECT NUMBER 939-01.01 BORING NO. MW-3 <br /> PROJECT NAME Harney Lane Sanitary Landfill PAGE 2 OF 8 <br /> BY BAB DATE 3/27-3/28/87 SURFACE ELEV. 95.80' <br /> POCKET PENETRA- LITHO- <br /> r TORVANE PENETRO- TION Z J Z W GRAPHIC <br /> METER �'� �+ s a DESCRIPTION <br /> (Blows/ 3 J W -CCOLUMN <br /> (TSF) (TSF) F4.) v c H <br /> SM : SILTY SAND (continued). <br /> sandy silt interbeds increase. <br /> 2 <br /> sand becoming more coarse. <br /> 3n @30' : 40% coarse, trace very coarse- <br /> grained sand; trace fine gravel. <br /> 35-2 @35' : brown (10YR, 5/3); very fine <br /> to fine grained; occasional orange <br /> iron cementation. <br /> CL SILTY CLAY, brown (10YR, 5/3); common <br /> interbeds sand and silty sand; soft; <br /> minor thick laminations (?) iron <br /> 40 cemented, coarse-grained sand. <br /> REMARKS <br /> PLATE 20 <br />