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PROJECT NUMBER: BORING NUMBER: <br />D3396900 I B-2 SHEET 1 OF 1 <br />SOIL BORING LOG <br />PROJECT: Kittltas County Transfer Station Site. Ellensburg, WA LOCATION, Lat: 4 7.014384°I Long! -120.590565' <br />ELEVATION: TBD DRILLING CONTRACTOR : Haz-Tech Drillina, Nam a Idaho <br />DRILLING METHOD AND EQUIPMENT Hollow Siam Auger. OD = 8 inches iD = 4.5 inches <br />Uf&=b I Merl C - A eh fk k— CTART 7M717n n4-w i:mn 701on in•4S I Oc.Grrz - YdJ559f 6. <br />DEPTH BELOW GROUND SURFACE (ft) <br />8TANDARD <br />SOIL DESCRIPTION <br />COMMENTS <br />INTERVAL (RI <br />PENETRATION <br />TEST RESULTS <br />SOIL NAMr-. USCS GROUP SYMBOL. COLOR, <br />DEPTH OF CASING, DRILLING RATE, <br />RECOVERY M) <br />MOISTURE CONTENT. RELATIVE DENSITY OR <br />DRILLING FLUID LOSS, TESTS, AND <br />yTY�E <br />CONSISTENCY, SOIL STRUCTURE, MINERALOGY <br />INSTRUMENTATION <br />6W.6" <br />(N) <br />r; Ot1 <br />ILT ANO GRAVEL <br />WELL GRADED SAND IMTH S-GRAVEL <br />- -- <br />B-13-18 <br />51 W-SM1 <br />0.40 <br />S5-1 <br />(32) <br />gray, dry, dense <br />1.50 <br />5 <br />5.00 <br />POORLY GRADED SAND WITH G13A_ VEL_LS_ P_ 1 <br />010 <br />SS-2 <br />4_8_11 <br />gray, moist, medium dense <br />Driller Note: Ground water at about 5.5 ft below <br />(T9) <br />ground surface <br />6,50 <br />TO <br />10,00 <br />Similar to SS-2, but very dense <br />(5blfi") <br />11.50 <br />Driller Nate: rounded gravels (medium to large in <br />size) and small cobbles are noticed in smolt <br />quantity near the bottom of the boring. <br />15 <br />15.00 <br />Similar to SS-3 <br />0.60 <br />SS-4 <br />37-36-4" <br />(77) <br />16-50 <br />20 <br />