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DATE DRILLED: 9-16-14 BORING NO. B-8B EQUIPMENT TYPE:CME-75 <br /> LOCATION: See Boring Location Diagram DRILLING TYPE:7"HSA <br /> ELEVATION: 6278 FIELD ENGINEER:R.Southworth <br /> z <br /> p <br /> w a -w <br /> a I-ii i 0 SOIL DESCRIPTION <br /> Y Ii- D <br /> 00° 0v " Cl) m w 0 <br /> a co p <br /> — CL V LEAN CLAY; brown, very stiff to hard, damp <br /> — <br /> R ` 50 5— Q =4.5+ <br /> — P <br /> w <br /> w — <br /> I <br /> 0 <br /> Q R El 50/6" 10—, <br /> re <br /> LA <br /> - <br /> oz — <br /> o <br /> Z- 8.4 R 50/8' 15— P200=97.1% <br /> Q — GP COBBLES AND BOULDERS;with clayey sand and gravel matrix, - <br /> °z brown, damp <br /> 0< Boring terminated at 16.5 feet due to auger refusal in nested <br /> cobbles and boulders <br /> Z w 20— <br /> 0z — <br /> O w <br /> ow <br /> wi <br /> O — <br /> a <br /> w1 — <br /> 0 25 <br /> ww — <br /> I-2 <br /> 1-F — <br /> <, <br /> o1 — <br /> a3 — <br /> 0 0 30— <br /> aa — <br /> 00 <br /> 00 — <br /> _1_1 <br /> __ <br /> — <br /> H I- <br /> 35— <br /> >-w <br /> _1(• .9 — <br /> 0< — <br /> w o i — <br /> iiQ I — <br /> CL <br /> Q <br /> >-z N- STANDARD PENETRATION TEST <br /> Q Q R- RING SAMPLE NOTES: Groundwater not encountered during drilling <br /> 2 2 NR- NO SAMPLE RECOVERY <br /> 2 0 G- GRAB SAMPLE GPS Coordinates: 37.051306N, 107.888056W <br /> cn I- <br /> U B- BUCKET SAMPLE <br /> i 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-12 <br /> BORING LOG <br />