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LBORING <br /> PROJECT NUMBER 939-01.01 BORING NO. MW-2 <br /> PROJECT NAME Harney Lane Sanitary Landfill PAGE 7 OF 8 <br /> BY BAB DATE 3/29/87 SURFACE ELEV. 100.47' <br /> POCKET PENETRA- y LITHO- <br /> TORVANE PENETRO- TIONz _ GRAPHIC <br /> METER ="' v+ x d DESCRIPTION <br /> (Blows/ CJ W < COLUMN <br /> (TSF) (TSF) Ft.) v G a <br /> S C- CLAYEY SAND to SAND(? (continued3. <br /> SID <br /> 12510@125' : 15-25% fines; very fine to <br /> coarse grained; trace very coarse <br /> g <br /> grained. <br /> C- : . GRAVELLY SAND, predominantly .light olive <br /> P gray (5Y, 6/2); fine- to medium- <br /> grained sand; 30X(?) very coarse <br /> sand to fine(1/2") gravel . <br /> 130-M <br /> f <br /> @132' • gravel lag. <br /> 13 �r `' @135' : rounded hard to very hard <br /> ' "" gravel; commonly cemented with pale <br /> yellow (5Y, 8/3) noncalcareous clay. <br /> 4 <br /> I <br /> REMARKS <br /> PLATE 16 <br />