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L""G OF EXPLORATORY I <br /> PROJECT NUMBER 939-01.01 BORING NO. MW-3 <br /> PROJECT NAME Harney Lane Sanitary Landfill PAGE 6 OF 8 <br /> BY BAB DATE 3/27-3/28/87 SURFACE ELEV. 95.80' <br /> POCKET PENETRA- N LITHO- <br /> TORVANE PENETRO- TION i .yi = <br /> METER GRAPHIC DESCRIPTION <br /> > = a <br /> COLUMN <br /> (TSF) (TSF) Ft.) It J c H <br /> 10 <br /> SP SAND, CLAY, and SILTY CLAY - Interbedded <br /> CL (continued). <br /> 3131187 <br /> SM- : SILTY SAND to SANDY SILT, brown (10YR, <br /> ML 5/3); 30-55% fines; very fine- to <br /> fine-grained sand; minor interbeds of <br /> light brownish gray (2.5Y, 6/2) silt; <br /> 105-2occasional black oxidation lamina- <br /> tions; semi-consolidated. <br /> 1 <br /> I <br /> 14 <br /> I 11 <br /> A <br /> I <br /> 3129/87 <br /> CL CLAY, brownish yellow (10YR, 6/6); <br /> it slightly to very silty; soft. <br /> SANDY SILT, brown (7.5YR, 5/4); 25-35% <br /> very fine- to fine-grained sand; <br /> MLtrace interbeds iron-cemented, <br /> 2 medium- to coarse-grained sand. <br /> REMARKS <br /> denotes first encountered water. <br /> ® denotes static water level. <br /> Very poor sample recovery 115-148 feet. <br /> PLATE 24 <br />