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JACOBS <br />PROJECT NUMBER: BORING NUMBER: <br />❑3396900 I B-1 SHIEET 1 OF 1 <br />SOIL BORING LOG <br />PROJECT, Klttilas County Transfer Station Site, Ellensburg, WA LOCATION, Lat: 47.t713168*1 Long: -12G.591361° <br />ELEVATION : TBD DRILLING CONTRA R : Haz•Tech Drillinq. Naml2s, Idaho <br />DRIIJ ING METHOD AND EQUIPMENT : Hollow Stem Au er OD = 8 inches Iq = 4.5 inches <br />IAYA 5 R I IEVO C • 5 9n fh k— CTAPT 71711911 n7'nn FNn , 7171 r7n nq,nn I-OGGFR : Yousx®r S. <br />DEPTH nELOW GROUND SURFACE (fl) <br />STANDARD <br />SOIL DESCRIPTION <br />COMMENTS <br />INTERVAL (ft) <br />PENETRATION <br />TEST RESULTS <br />SOIL NAME, USCS GROUP SYMBOL, DOLOR, <br />DEPTH OF CASING, DRILLING RATE, <br />RECOVERY(M) {fl) <br />MOISTURE CONTENT, RELATIVE DENSITY OR <br />DRILLING FLUID LOSS, TESTS, AND <br />#TYPE <br />CONSISTENCY, SOIL STRUCTURE, MINERALOGY <br />INSTRUMENTATION <br />6��,45„ <br />(N) <br />p-pp <br />WELL_G_RADED SAND WITH SILT AND GRAVEL <br />S( W-SM) <br />1.d0 <br />SS-1 <br />(17) <br />gray and brown, dry, medium dense <br />1.54 <br />LEAN QLAY NTH $ILT AND GRAVEL (CLI <br />driller Note: Ground water at about 5 It below <br />- <br />4-4-4 <br />brawn, moist, medium stiff, medium plastic <br />ground su+feice, <br />C so <br />SS-2 <br />{} 5U <br />[Driller Nate: rounded gravels (medium to large in <br />size} and small cobbles are present from 4 ft <br />below ground surface to the bottom of the boring. <br />1 {1 <br />1 fl.hli <br />POORLY GRADED SAND WITH GRAVEL. ISPI <br />wet. gray, medium dense <br />U.3U <br />$S•3 <br />j70) <br />1 1 5{1 <br />15 <br />15 [10 <br />Similar to SS-3, l ut very dense <br />0,5p <br />SS-4 <br />-1 <br />(67) <br />20 <br />