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PROJECT NUMBER BORING NUMBER <br /> MINNOW SAC31583.AC.ZZ BH-I -SHEET 4 OF 4 <br /> SOIL BORING LOG <br /> PROJECT Forward landfill <br /> LOCATION Stocklon. CA <br /> ELEVATION Approximately 39 feet <br /> GRILLING CONTRACTOR Pitcher C►r,lhrly Cumpar�Y <br /> IT 4-7/8 Rotary Wash - Failing750 <br /> GRILLING METHOD AND EQUIPME <br /> d <br /> 4/29/92 FINISH 4/29/92 LOGGER K. Gaily <br /> WATER LEVELS Not MeasureSTANDARD START <br /> SOIL DDESCRIPTIONCOMMENTS <br /> SAMPLE <br /> 3r= PENETRATION <br /> `-' DEPTH OF CASING, D'iLLING R <br /> SOIL NAME. <br /> uj z Ir RESULTS MOISTURE CONTENT,ORELATIVE►DENSITY ` DRIlL1NL- FLUID LO« <br /> Mu > -a > OR CONSISTENCY•SOIL STAuCTI.IRE. 03 TESTS AND 1NSTRUMENTA7 IOP <br /> tri <br /> �¢ w dX 0 6'-6'-6* MINERALOGY v� <br /> uj <br /> uj=n - «}-z — ---- <br /> I <br /> li <br /> ( 92.0 SILT WITH SAND. (ML). dark Yerl'"s" <br /> 5-16 1.1 33-47-50/5 brown.me:est. very rtense. Mir -5 same <br /> (>50) <br /> 93.5 <br /> pry. <br /> l <br /> I <br /> I <br /> ir <br /> / 1 <br /> i <br /> 1 <br /> 100.0 POORLY-GRADED SAND W11 SIL 1. FirnStleo drilling at ..J PM <br /> 100.0 (SP-SM), dar k yellowish br uwn.m0r51, yr>r y <br /> 13-22-:'9 fine Sahel (micaceous). very dense <br /> S-t7 t.2 (51) <br /> 101.5 <br /> Total C►eplh=101.5 feel I <br /> { <br /> t <br /> 1tJ5.0. <br /> J � j <br /> 1 i <br /> 110.0 <br /> i l <br /> Ii <br /> -i <br /> 1 � e <br /> 115.0 I I <br /> e l <br />