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DATE DRILLED: 9-16-14 BORING NO. B-7 EQUIPMENT TYPE:CME-75 <br /> LOCATION: See Boring Location Diagram DRILLING TYPE:7"HSA <br /> ELEVATION: 6282 FIELD ENGINEER:R.Southworth <br /> z a w <br /> W W W a_ SOIL DESCRIPTION <br /> IxZ w ~ W U <br /> �wr Hsi ~ a fn � Cl) a <br /> Y H <br /> 50t 0v 1- co m w o <br /> -- a a <br /> G =• - CL V LEAN CLAY; brown, very stiff to hard, damp <br /> 8.1 G <br /> *, 5 P200= 94.3% <br /> - <br /> - <br /> w — <br /> I <br /> 0 <br /> a R sons, 10— <br /> — GP COBBLES AND BOULDERS;with clayey sand and gravel matrix <br /> cc <br /> LL — brown, damp <br /> o Z — Boring terminated at 11 feet due to auger refusal in nested cobble <br /> >-g — and boulders <br /> coo 15- <br /> zLL <br /> OJ - <br /> I=-d — <br /> z u) — <br /> 0< <br /> Um — <br /> Z w 20— <br /> 0-Z — <br /> (9 W <br /> N <br /> OW — <br /> W Ix — <br /> Oa <br /> w� — <br /> p 0 25— <br /> ww — <br /> H2 <br /> I—I= — <br /> Q= <br /> ¢ — <br /> 0 0 30— <br /> F. — <br /> 0U <br /> 00 — <br /> J J <br /> UM - <br /> 22 <br /> I—I— <br /> Q¢ 35— <br /> >-w <br /> J 0 — <br /> Z <br /> 0< — <br /> co O — <br /> J} <br /> CI_4( — <br /> a2 <br /> >-Z N- STANDARD PENETRATION TEST <br /> Q< R- RING SAMPLE NOTES: Groundwater not encountered during drilling <br /> m Z NR- NO SAMPLE RECOVERY <br /> M 0 G- GRAB SAMPLE GPS Coordinates: 37.051833N, 107.886W <br /> co I- <br /> U B- BUCKET SAMPLE <br /> =0 BN- BLUNT NOSE PENETROMETER <br /> H J <br /> PROJECT:CROSSFIRE BONDS GRAVEL PIT <br /> REF.NO.: 3124JS057 <br /> PLATE <br /> WESTERN TECHNOLOGIES INC. <br /> A-10 <br /> BORING LOG <br />