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LOOS OF EXPLORATORY BORING <br /> PROJECT NUMBER 939-01.01 BORING NO. MW-2 <br /> PROJECT NAME Harney Lane Sanitary Landfill PAGE 2 OF 8 <br /> BY BAB DATE 3/29/87 SURFACE ELEV. 100.47' <br /> POCKET PENETRA- N LITHO- <br /> TORVANE PENETRO- TION z a J z J GRAPHIC <br /> METER °' W so. DESCRIPTION <br /> (Blows/ 3 W < COLUMN <br /> (TSF) (TSF) Ft.) cs ® a <br /> 20 <br /> CL SILTY CLAY (continued3. <br /> Sc- CLAYEY SAND to SAND, strong brown (7.5Y, <br /> SP 4/63; 10% fines; fine to predomin- <br /> 2 antly medium, to coarse grained; <br /> quartzose; subangular; moderately <br /> graded; fines increase to 20-30% in <br /> minor interbeds of clayey sand; very <br /> damp to moist. <br /> 1 <br /> varies to 15+% fines . <br /> 30M 830' : approximately 10% dark-min- <br /> erals, micas; moist. <br /> ML SANDY SILT, brown (10YR, 5/33; 35-40% <br /> fine- to coarse-grained sand; slight- <br /> ly clayey; trace silt interbeds; very <br /> damp. <br /> 3 835' : 40+% sand. <br /> 840' : dark brown (7.5YR, 4/43; 35- <br /> 40 40% fines. <br /> REMARKS <br /> PLATE 11 <br />