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DATE DRILLED: 9-17-14 BORING NO. B-3 EQUIPMENT TYPE:CME-75 <br /> LOCATION: See Boring Location Diagram DRILLING TYPE:7"HSA <br /> ELEVATION: 6306 FIELD ENGINEER:R.Southworth <br /> z a p <br /> w <br /> n w� 1-LL a u) U a SOIL DESCRIPTION <br /> Y H <br /> p00 0" � o Q 0 <br /> g0e O a m w <br /> a u) ❑ <br /> G ;t — CL LEAN CLAY; brown, very stiff to hard, damp <br /> 7.5 R I 48 5 <br /> — P200=94.5%, Qp=4.5+ <br /> tr GP �►�_ _ <br /> = COBBLES AND BOULDERS; with clayey sand and gravel matrix, <br /> 0 — brown, damp <br /> a 10— Boring terminated at 8.5 feet due to auger refusal in nested cobbles <br /> ce — and boulders <br /> w <br /> LL — <br /> LL <br /> ❑Z — <br /> >-O _ <br /> � <br /> 2 15— <br /> zu- <br /> 0 J — <br /> ~-a — <br /> Z(I) — <br /> 0a <br /> U to — <br /> zw 20— <br /> 5z — <br /> 0w <br /> O W — <br /> LL a — <br /> Oa <br /> W — <br /> Ma <br /> H❑ 25— <br /> ww — <br /> H2 <br /> a= <br /> a — <br /> 0 0 30— <br /> aa — <br /> 00 <br /> 00 — <br /> J J <br /> U)U) — <br /> YT <br /> I-I- — <br /> a a 35- <br /> >-w <br /> J 0 — <br /> 0a — <br /> w2 <br /> O — <br /> J} <br /> as — <br /> ag <br /> a <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 /> 2 o G- GRAB SAMPLE GPS Coordinates: 37.055722N, 107.889W <br /> co <br /> U B- BUCKET SAMPLE <br /> z 0 BN- BLUNT NOSE PENETROMETER <br /> F J <br /> PROJECT:CROSSFIRE BONDS GRAVEL PIT <br /> REF.NO.: 3124JS057 <br /> PLATE <br /> WESTERN TECHNOLOGIES INC. <br /> A-6 <br /> BORING LOG <br />