2016-02-19_PERMIT FILE - M2016010 (3)

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PROJECT NO. CS18344-125 PROJECT NAME HITCH RACK RANCH BORING NUMBER B-4 TOP OF HOLE ELEVATION DEPTH OF GROUND WATER DIRECTION OF HOLE TEST HOLE TOTAL DEPTH DRILLING START AND END DATE LOGGED BY: 200 DRILLING CONTRACTOR DRILLER DRILL TYPE DRILL METHOD DEPTH RUN TIME CORE LENGTH CORE RECOVERY ROD (/o) LOG DESCRIPTION JOINTS (INCHES) (%) + 0'11 5' — - + GRANITE, REDDISH BROWN, VERY INTENSELY FRACTURED, HIGHLY 31 43 0 HARD, MEDIUM TO COARSE WEATHERED AND DECOMPOSED, — + GRAINED, ORTHOCLASE, QUARTZ, IRON STAINING. 5 — - + PLAGIOCLASE, BIOTITE, MINOR BIOTITE 11.5'-21' INTENSELY FRACTURED, 45 75 0 + MODERATELY TO HIGHLY — 10 - + + WEATHERED, REDDISH BROWN, SLIGHT IRON STAINING ALONG ++ JOINTS 45 75 0 21'-27' — 15 HIGHLY FRACTURED BEDDING + JOINTS AND 60 DEGREES TO — - BEDDING, MODERATELY 18 100 0 WEATHERED, SLICKENSIDE ALONG — 20 — ++ JOINT AT APPROXIMATELY 25', CLOSED LOSED JOINT 60 DEGREES TO + 80.5 100 21 - + BEDDING, INFILLED WITH CALCITE. — + 27-45' 25 INTENESLY FRACTURED, HIGHLY — 52.75 60 0 + WEATHERED TO DECOMPOSED, IRON STAINING, HIGH — 30 - + DISCOLORATION + 45'-50' — HIGHLY FRACTURED, SLIGHTLY 52.75 60 0 + WEATHERED, MINOR IRON STAINING — 35 + ALONG JOINTS AND WEATHERING - + TO CLAY. 50'-53' 33.5 93 0 + + INTENSELY FRACTURED, HIGLY — 40 WEATHERED, ROCK + DISCOLORATION, IRON STAINING — 53 93 0 - + 53'-61' — HIGHLY TO INTENSELY FRACTURED, VERTICAL JOINT OPEN AT + — 60 100 0 - + APPROXIMATELYSTAINING JOINTS. WEATHERING CLAY, MODERATELY TO HIGHLY 50 + WEATHERED — + 61-68' — 60 100 0MEDIUM TO COARSE GRAINED, VERY MINOR AMOUNTS OF BIOTITE, + + BEDDING JOINTS, MODERATELY TO — + HIGHLY FRACTURED, SLIGHT 60 100 0 WEATHERING TO CLAY ALONG — - + JOINTS, SLIGHTLY WEATHERED CLOSED VERTICAL JOINT AT + APPROXIMATELY 68' 60 100 18 _ + 68'-72 — 65INTENSELY FRACTURED, HIGHLY + WEATHERED WITH IRON STAINING — - + 68'-72' 60 100 16+ INTENSELY FRACTURED, HIGHLY — . WEATHERED WITH IRON STAINING - + 72-74' — INTENSELY FRACTURED, HIGHLY + — 55.75 93 0 WEATHERED TO DECOMPOSED, SLIGHT WEATHERING TO CLAY ALONG FRACTURES AND JOINTS + 75 — + 7s -76 — 80 55.75 93 10 + - + HIGHLY TO INTENSELY FRACTURED, SLIGHTLY WEATHERED, SLIGHT _ 7 12 0 + 81, 85, NO RECOVERY IRON STAINING ALONG JOINTS 78`94' - + INTENSELY FRACTURED, HIGHLY — 8+ WEATHERED TO DECOMPOSED, SLIGHTLY WEATHERED TO CLAY, — 60 100 0- + BEDDING JOINTS AND 60 DEGREES + TO BEDDING — - + 94-100 HIGHLY TO INTENSELY FRACTURED, — 48 100 0 + HIGHLY WEATHERED TO — 95 -I- DECOMPOSED, BEDDING JOINTS AND 60 DEGREES BEDDING, IRON - + STAINING ALONG JOINTS, SLIGHT — 54 75 0 + DISCOLORATION JM FIG. 7