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DATE DRILLED: 9-17-14 BORING NO. B-5 EQUIPMENT TYPE:CME-75 <br /> LOCATION: See Boring Location Diagram DRILLING TYPE:7°HSA <br /> ELEVATION: 6345 FIELD ENGINEER:R.Southworth <br /> z w p -- <br /> w w w = SOIL DESCRIPTION <br /> w i w H w 0 <br /> ❑w>- aii 0 in 0 a <br /> inz YH u <br /> S Q <br /> OOo U g i O L o <br /> g0e O w <br /> o_ ❑ <br /> G : CL LEAN CLAY; brown,very stiff to hard, damp <br /> — <br /> R I 39 5— Q =4.5+ <br /> ce <br /> — P <br /> w — <br /> 0 <br /> Q 5.0 R 1 50/9„ 10— <br /> IZ — LL= 32%, PI =20, P200=96.3% <br /> w <br /> � CL - <br /> 00 — <br /> changing to brown gray <br /> z <br /> co, N 71t 50/s" 15— <br /> o-1 a _ GP COBBLES AND BOULDERS; with clayey sand and gravel matrix, <br /> °z,,, - \ brown, damp F <br /> o0 a — Boring terminated at 17 feet due to auger refusal in nested cobbles <br /> z w 20— and boulders <br /> oz — <br /> 0w <br /> OWu_ — <br /> a — <br /> Oa <br /> w1_ — <br /> p0 25- <br /> ww — <br /> 1-P — <br /> az <br /> Z <br /> 3 — <br /> 0 0 30— <br /> aa — <br /> 00 <br /> 00 — <br /> J J <br /> (n f/) — <br /> S 2 <br /> H H — <br /> Q¢ 35- <br /> }w <br /> J0 — <br /> 0< — <br /> 2 <br /> co O — <br /> J} <br /> as — <br /> ag <br /> }Z N- STANDARD PENETRATION TEST <br /> Q a R- RING SAMPLE NOTES: Groundwater not encountered during drilling <br /> m 2 NR- NO SAMPLE RECOVERY <br /> M 0 G GRAB SAMPLE GPS Coordinates: 37.058444N, 107.892028W <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-8 <br /> BORING LOG <br />