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PROJECT NUMBER: BARING NUMBER: <br />D3396900 I B-5 SHIEET 1 OF 1 <br />SOIL BORING LOG <br />PROJECT: Khtltas County Transfer Station Site Ellensburg WA LOCATION : Lat: 47.D140841! Lon :-120.590514" <br />ELEVATION: TBD DRILLING CONTRACTOR : Haz-Tech Dtiling Nang, Idaho <br />DRILLING METHOD AND EQUIPMENT: Nohow Stem Au er 00 = S inches ID = 4.5Inches <br />WATC0 1 C%JCl c . � 7n R ti-. C"TAOT - T111M IA-M Ghlrl - 7011W11A.An I n(-.r.FR YnllC£Ff R <br />DEPTH KLOW GROUNl7 SURFACE (M) <br />STANDARD <br />SOIL DESCRIPTION <br />COMMENTS <br />INTERVAL(R) <br />PENETRATION <br />7E8Y RESULTS <br />SOIL NAME, UK$ GROUP SYMBOL, COLOR, <br />DEPTH OF CASING, DRILLING RATE, <br />RECOVERY (4) <br />MOISTURE CONTENT, RELATIVE DENSITY OR <br />DRILLING FLUID LOSS, TESTS, AND <br />#TYPE <br />CONSISTENCY, SOIL STRUCTURE, MINERALOGY <br />INSTRUMENTATION <br />6""$" <br />(N) <br />O.OQ <br />SILT (MLI <br />4.4.6 <br />brawn, dry, stiff, )ow plasticity <br />0.50 <br />5S-1 <br />{14) <br />1.50 <br />_ <br />Driller Nate: Ground water at about 2.2 ft below <br />ground surface <br />Driller Note: rourded gravels (medium L❑ large in <br />size) and small cobbles are present from 1.5 ft <br />5 <br />5.00 <br />below ground surface to the bottom of the baring. <br />POORLY GRADED SAND WITH GRAVEL (SP) <br />7-12-21 <br />gray, wet, dense <br />0.20 <br />SS-2 <br />(3s) <br />6.50 <br />10 <br />10.00 <br />Similar to SS-2 <br />0.10 <br />SS-3 <br />1$-19-30 <br />(49) <br />11.50 <br />15 <br />15.00 <br />_ <br />Similar to SS-3, but very dense <br />0,40 <br />SS-4 <br />15.36-45 <br />{S1} <br />16.50 <br />L2D <br />