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DATE DRILLED: 9-16-14 BORING NO. B-9 EQUIPMENT TYPE:CME-75 <br /> LOCATION: See Boring Location Diagram DRILLING TYPE:7"HSA <br /> ELEVATION: 6278 FIELD ENGINEER:R.Southworth <br /> z a p <br /> w <br /> D w>- I-U- •- a <n c0i a SOIL DESCRIPTION <br /> Y I- <br /> OO 0v 5 co co w 0 <br /> a co 0 <br /> 8.8 G — CL LEAN CLAY; brown, very stiff to hard, damp <br /> — LL= 36%, PI =22, P200= 94.0% <br /> 5— <br /> w .• — <br /> _ — GP COBBLES AND BOULDERS;with clayey sand and gravel matrix - <br /> 0 YY 9 <br /> 1- 10— brown, damp <br /> cc — Boring terminated at 9 feet due to auger refusal in nested cobble: <br /> W <br /> — and boulders <br /> w <br /> oz — <br /> }Q — <br /> u)2 15— <br /> zIA- <br /> 0 J — <br /> Fa — <br /> _g_ <br /> 0zu) — <br /> 0a <br /> 0 u) — <br /> On 20— <br /> 0z — <br /> 0 W <br /> O W — <br /> Oa <br /> w — <br /> 2Q <br /> I 0 25— <br /> ww — <br /> I_ <br /> 1-I_ — <br /> a= <br /> 01_ — <br /> a3 — <br /> 0 0 30— <br /> aa — <br /> 00 <br /> 00 — <br /> J J <br /> CO CI) — <br /> S2 <br /> H H — <br /> a 35- <br /> >-w <br /> J 0 — <br /> 0 a — <br /> W2 <br /> O — <br /> J} <br /> a¢ ___ <br /> ag <br /> a <br /> Z <br /> >- N- STANDARD PENETRATION TEST <br /> Q a R- RING SAMPLE NOTES: Groundwater not encountered during drilling <br /> 0 M z NR- NO SAMPLE RECOVERY GPS Coordinates: 37.049306N, 107.884694W <br /> O G- GRAB SAMPLE <br /> cn 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-13 <br /> BORING LOG <br />