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DATE DRILLED: 9-16-14 BORING NO. B-1 EQUIPMENT TYPE:CME-75 <br /> LOCATION: See Boring Location Diagram DRILLING TYPE:r HSA <br /> ELEVATION: 6291 FIELD ENGINEER:R.Southworth <br /> z ww p <br /> w <br /> D w>- a L a Cl) . 0 a SOIL DESCRIPTION <br /> I-D Z Y co <br /> �o w 2 3 z <br /> OOU° Ov 1" co m w 0 <br /> -- a co o <br /> G '`{. CL %/// LEAN CLAY; brown, very stiff to hard, damp <br /> J <br /> .; 5— <br /> :.i. — <br /> w <br /> I _ <br /> 0 GP COBBLES AND BOULDERS;with clayey sand and gravel matrix, - <br /> a 10— I brown, damp <br /> w Boring terminated at 9.5 feet due to auger refusal in nested cobbles <br /> u_ — and boulders <br /> oz — <br /> }0 _ <br /> cot 15- <br /> z5 <br /> 0 J — <br /> Ia — <br /> °z'� — <br /> 0¢ <br /> 0 U) — <br /> Z w 20— <br /> 5z — <br /> O w <br /> U) <br /> O w — <br /> • mce <br /> O¢ <br /> wi. — <br /> 0 25— <br /> ww — <br /> 1-2 <br /> I-1- — <br /> ¢_ <br /> o1_ — <br /> a3 — <br /> 0 0 30— <br /> aa — <br /> 00 <br /> 00 — <br /> J J <br /> U)U) — <br /> TY _ <br /> H I- <br /> ¢¢ 35- <br /> >-w <br /> J 0 — <br /> 0¢ — <br /> W O — <br /> aQ — <br /> ag <br /> z N- STANDARD PENETRATION TEST NOTES: Groundwater not encountered during drilling <br /> ¢¢ R- RING SAMPLE <br /> 2 z NR- NO SAMPLE RECOVERY GPS Coordinates: 37.053833N, 107.888583W <br /> O <br /> 0 G- GRAB SAMPLE <br /> co I- <br /> V B- BUCKET SAMPLE <br /> =0 BN- BLUNT NOSE PENETROMETER <br /> I-J <br /> PROJECT:CROSSFIRE BONDS GRAVEL PIT <br /> REF.NO.: 3124JS057 <br /> PLATE <br /> WESTERN TECHNOLOGIES INC. <br /> A-4 <br /> BORING LOG <br />