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DATE DRILLED: 9-17-14 BORING NO. B-2 EQUIPMENT TYPE:CME-75 <br /> LOCATION: See Boring Location Diagram DRILLING TYPE:7"HSA <br /> ELEVATION: 6287 FIELD ENGINEER:R.Southworth <br /> z a p <br /> L1-1 <br /> D w� I-Su-l a in 0 a SOIL DESCRIPTION <br /> Ez YH <br /> O O O v 2 in w <br /> a U) 0 <br /> 6.6 G ;:.{. — CL / LEAN CLAY; brown, very stiff to hard, damp <br /> LL= 35%, PI =23, P200= 98.5% <br /> GP <br /> — COBBLES AND BOULDERS;with clayey sand and gravel matrix, <br /> brown, damp r <br /> — <br /> 5— Boring terminated at 2.5 feet due to auger refusal in nested cobbles <br /> and boulders <br /> cc — <br /> w <br /> I <br /> F- — <br /> I- 10— <br /> w <br /> u_ — <br /> U- <br /> oz — <br /> r0 _ <br /> � <br /> 0 15- <br /> zLL <br /> 0J — <br /> -a — <br /> Z — <br /> 0Q <br /> 0 cn — <br /> Z w 20— <br /> 5z — <br /> (o w <br /> - ce <br /> 'tea — <br /> 0 <br /> w 1_ — <br /> p0 25- <br /> ww — <br /> 1-1= — <br /> Q= — <br /> a3 — <br /> 0 0 30— <br /> aa — <br /> 00 <br /> 00 — <br /> J J <br /> co U) — <br /> F-I- <br /> Q 35— <br /> 3 0 LLI <br /> — <br /> Z <br /> 0< — <br /> 2 <br /> CO O — <br /> J} <br /> CL M <br /> Q <br /> X Z N- STANDARD PENETRATION TEST NOTES: Groundwater not encountered during drilling <br /> a Q R- RING SAMPLE <br /> 2, NR- NO SAMPLE RECOVERY GPS Coordinates: 37.053778N, 107.892472W <br /> 0 0 G- GRAB SAMPLE <br /> UB- 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-5 <br /> BORING LOG <br />