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RECORD OF BOREHOLE MW -5 SHEET 1 of 2
<br />PRr') 1ECT Boettcher Limestone r)uarni DRILL METHOD Hollow Stem A, er COORDINATES DEPTH W L 39 5 ft
<br />PROJECT NUMBER 103- 81640A DATEITIME STARTED 12/12/2012 N 1,489,893 21 E 3,097,213 94 ELEVATION W L 5234 5 ft
<br />LOCATION Laporte, CO DRILLED DEPTH 60 0 ft GS ELEVATION 5274 0 ft INCLINATION -90
<br />SOIL PROFILE
<br />SAMPLE INFORMATION
<br />z
<br />O
<br />Of
<br />-- -� a O
<br />x LIT DESCRIPTION O
<br />a g wa BLOWS N ATT REMARKS GAMMA
<br />6 in
<br />(cps) 2
<br />o w J
<br />¢ o z ¢ Per
<br />(ft)
<br />J
<br />10
<br />Lu
<br />I fl 100 200 30
<br />00 -32ft
<br />(ML) clay SILT, low plasticity, some fine to
<br />0 0 -2 0
<br />S -1
<br />SS
<br />14- 10 -11 -11
<br />21
<br />coarse gravel, pale brown, dry, very stiff,
<br />2 00
<br />calcareous, cohesive
<br />2 0-4 0
<br />S -2
<br />SS
<br />7 -7 -7 -8
<br />14
<br />1 70
<br />2 00
<br />32 -54ft
<br />270
<br />(ML) SILT, dark gray, dry, calcareous
<br />j
<br />5
<br />4 0-6 0
<br />S -3
<br />SS
<br />12 -8 -7 -8
<br />15
<br />1 20
<br />54 -10 Oft
<br />D2O
<br />(ML) clayey SILT, low plasticity, some fine
<br />sand, yellow brown and gray orange, dry, firm
<br />to very soft, calcareous, cohesive
<br />6 0 -8 0
<br />S�
<br />SS
<br />5 -0� -6
<br />8
<br />200
<br />8 0 -10 0
<br />S -5
<br />SS
<br />3-2-4-7
<br />6
<br />2 00
<br />265
<br />i
<br />1
<br />100 -112ft
<br />(ML) SILT, dark gray, dry, calcareous
<br />10 0 -12 0
<br />S -6
<br />SS
<br />6- 6 -8 -15
<br />14
<br />1 50
<br />200
<br />11 2-14 Oft
<br />(ML) clayey SILT, low plasticity, some fine
<br />sand, gray orange, dry, firm, calcareous,
<br />140
<br />-
<br />cohesive
<br />12 0-140
<br />S -7
<br />SS
<br />4 -3 -3-2
<br />6
<br />200
<br />260
<br />140 -204ft
<br />(ML) SILT, some clay, dark gray, dry,
<br />14 0 -16 0
<br />S -8
<br />SS
<br />13- 11 -10 -11
<br />21
<br />1 50
<br />1
<br />calcareous
<br />200
<br />16 0 -18 0
<br />S -9
<br />SS
<br />9- 9 -10 -7
<br />19
<br />120
<br />200
<br />18 0 -20 0
<br />S -10
<br />SS
<br />6 -5 -9 -6
<br />i
<br />14
<br />120
<br />20 200
<br />255
<br />,
<br />2
<br />20 4- 26 8ft
<br />20 0 -22 0
<br />S -11
<br />SS
<br />6 -5 -0-0
<br />9
<br />1 60
<br />(ML) clayey SILT, low plasticity, trace fine
<br />200
<br />sand, gray orange, dry, firm to stiff, damp
<br />between 25 to 26 75, calcareous, cohesive
<br />22 0 -24 0
<br />S -12
<br />SS
<br />4 4-0 -3
<br />8
<br />200
<br />I
<br />250
<br />1 70
<br />2
<br />i
<br />24 0 -26 O
<br />S -13
<br />SS
<br />4 -3 -3 -8
<br />6
<br />200
<br />26 0 -28 0
<br />S -14
<br />SS
<br />8-16 -28 -16
<br />44
<br />22 00
<br />26 8 - 31 Oft
<br />(ML) SILT, light gray, dry, calcareous, wet 29
<br />to 29 5 feet
<br />245
<br />i
<br />28 0 -30 O
<br />5 -15
<br />SS
<br />7- 6 -12 -15
<br />18
<br />10
<br />200
<br />I
<br />3
<br />30 0 -32 0
<br />S -16
<br />SS
<br />11- 8 -17 -16
<br />25
<br />200
<br />200
<br />310 -321ft
<br />(ML) SILT, low plasticity, trace fine sand, dark
<br />gray, dry, very stiff, calcareous and cohesive
<br />32 0 -34 0
<br />5 -17
<br />SS
<br />11- 16 -13 -10
<br />29
<br />200
<br />2 00
<br />32 1 - 35 2ft
<br />(ML) SILT, low plasticity, trace clay, trace fine
<br />I
<br />240
<br />sand, yellow brown and gray orange, dry, very
<br />stiff to stiff, cohesive
<br />35--
<br />34 0 -36 0
<br />5 -18
<br />SS
<br />4 -3 -6 -6
<br />9
<br />22 00
<br />352 -372ft
<br />(ML) clayey SILT, low plasticity, trace fine
<br />sand, dark yellow brown, moist, stiff, cohesive
<br />36 0 -38 0
<br />S -19
<br />SS
<br />7 -5 -5 -5
<br />10
<br />1 30
<br />2 00
<br />372 -3741
<br />(ML) SILT, light olive gray, wet, calcareous
<br />« Continued»
<br />235
<br />38 0-40 0
<br />S -20
<br />SS
<br />2 -3-4 -6
<br />7
<br />1 80
<br />2 00
<br />i 39 45ft 11/29/2012
<br />4
<br />DRILLING CONTRACTOR. Precision Sampling LOGGED BY- Krambis
<br />DRILLER Mclnroy CHECKED BY. A Hobson Golder
<br />DRILL RIG: CME 55 DATE ASSOCldtC'S
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