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2LOY3 OF EXPLORATORY BORING <br /> PROJECT NUMBER 939-01.01 BORING NO. <br /> MW-2 <br /> PROJECT NAME Harney Lane Sanitary Landfill PAGE 6 OF 8 <br /> BY BAB DATE 3/29/87 SURFACE ELEV. 100-47' <br /> POCKET PENETRA- LITHO- <br /> VD <br /> .' <br /> TORVANE PENETRO- TION n GRAPHIC <br /> s Q METER 0 DESCRIPTION <br /> � W <br /> > <br /> 4. a <br /> (TSF) (TSF (Blow$/ 0-C W COLUMN <br /> Ft.) j Q -C <br /> 0A <br /> SP_ :::77 SAND to SILTY SAND and CLAYEY SAND <br /> SM- (continued). <br /> SC <br /> .... @105' : 25% fines; very fine to <br /> 105—W coarse grained; trace very coarse <br /> grained. <br /> 4- ...... <br /> linz @110' : predominantly dark brown <br /> (10YR, 4/3); slightly indurated; <br /> silty; fine to medium grained, mica- <br /> ceous sand; trace iron-cemented <br /> medium- to coarse-grained sand inter- <br /> beds. <br /> @115' : fine (1/8-1/4") rounded <br /> 29LB gravel . <br /> Sc- <br /> SP CLAYEY SAND to SAND(?) , 10-35% fines. <br /> SC <br /> 2 0 S <br /> REMARKS <br /> 3Z denotes apparent first water encountered., <br /> 7. denotes static water level. <br /> PLATE 15 <br />