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DATE DRILLED: 9-17-14 BORING NO. B-4 EQUIPMENT TYPE:CME-75 <br /> LOCATION: See Boring Location Diagram DRILLING TYPE:7"HSA <br /> ELEVATION: 6310 FIELD ENGINEER:R.Southworth <br /> - z a p <br /> w <br /> m w>- I-L a u) - c`.).) a SOIL DESCRIPTION <br /> D.Z YH <br /> 00° 0v 's co m w 0 <br /> -- a u) o <br /> G {`. — CL LEAN CLAY; brown, very stiff to hard, damp <br /> GP COBBLES AND BOULDERS;with clayey sand and gravel matrix, - <br /> 5— BOULDERS; Y Y 9 <br /> I brown, damp <br /> — Boring terminated at 4.5 feet due to auger refusal in nested cobbles <br /> — and boulders <br /> cc <br /> w <br /> I <br /> I- — <br /> I- 10— <br /> w <br /> w — <br /> a <br /> oz — <br /> >-P <br /> <I- <br /> 1 5- <br /> - <br /> �a — <br /> o <br /> z — <br /> 0¢ <br /> 0 u) — <br /> Z w 20— <br /> U' z — <br /> 0w <br /> O W — <br /> aa <br /> O¢ <br /> wf.. — <br /> pa 25- <br /> ww <br /> I-P — <br /> ¢_ <br /> ¢3 — <br /> 0 0 30— <br /> aa — <br /> 00 <br /> 00 — <br /> J J <br /> U)1A — <br /> Ti _ <br /> I-I- <br /> a a 35- <br /> >-w <br /> J 0 — <br /> Z <br /> 0< — <br /> co W O — <br /> J} <br /> a¢ — <br /> ag <br /> >-Z N- STANDARD PENETRATION TEST <br /> Q< R- RING SAMPLE NOTES: Groundwater not encountered during drilling <br /> 2 Z NR- NO SAMPLE RECOVERY <br /> 2 o G- GRAB SAMPLE GPS Coordinates: 37.055694N, 107.892556W <br /> U B- BUCKET SAMPLE <br /> T 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-7 <br /> BORING LOG <br />