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JACOBS <br />PROJECT NUMBER.- BORING NUMBER: <br />D3396900 I B-6 SHEET 1 OF 1 <br />SOIL BORING LOG <br />PROJECT: KhRas County Transfer Station Site 2IIensbwrq.WA LOCATIOW Lat, 47.014424'1 Lon 120,589793° <br />ELEVATION: TBD DRILLING CONTRACTOR, Haz-Tech Drilling, Nam a Idaho <br />DRILLING METHOD AND EQUIPMENT: H00owStem Au er OD z B inches ID = 4.5 Inches <br />watFa i ti`uFi .0 - ? An H hr,a ,TART • 719119A 19•nn FNn W91190 17-2n LOGGER , Youssef B. <br />DEPTH 8ELOW GROUND SURFACE (R) <br />STANDARD <br />SOIL DESCRIPTION <br />COMMENTS <br />INTERVAL (ft) <br />PENETRATION <br />TEST RESULYS <br />SOIL NAME USCS GROUP SYMBOL, COLOR, <br />DEPTH OF CASING, DRILLING RATE, <br />RECOVERY (II) <br />MOISTURE CONTENT, RELATIVE DENSITY OR <br />DRILLING FLUID LOSS, TESTS, AND <br />NTYPE <br />g°-g" <br />CONSISTENCY, SOIL STRUCTURE, MINERALOGY <br />INSTRUMENTATION <br />(N) <br />0100 <br />SILT (MIL) <br />6-5-7 <br />brgwn, dry, stiff, low IjlaSI'City <br />0.60 <br />5S 1 <br />(12) <br />1.50 <br />Driller Note: Ground water at about 2.5 ft below <br />ground surface <br />Driller Note, rounded gravels (medium to large in <br />size) and small cobbles are present from 1.5 ft <br />5 <br />5. 0 <br />below ground surface to the bottom of the boring. <br />POORLY GRADED SAND WITH GRAVEL (SP) <br />Z 2-32-27 <br />gray, wet, very dense <br />D.80 <br />5S F <br />(59) <br />s_50 <br />Similar to SS-2 <br />0,70 <br />SS-3 <br />10-32-45 <br />(-77) <br />11.50 <br />15 <br />15.W <br />POORLY GRADED GRAVEL WITH SAND AND <br />— <br />15.19-49 <br />COOKIES (GP} <br />0.40 <br />SS-4 <br />(60) <br />gray, wet, very dense <br />1f_50 <br />20 <br />