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' RECORD OF BOREHOLE MW-5 SHEET 1 of 2
<br /> PROJECT: Boettcher Limestone Quarry DRILL METHOD: Hollow Stem Auger COORDINATES: DEPTH W.L.: 39.5 ft
<br /> ' PROJECT NUMBER: 103-81640A DATE/TIME 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 SAMPLE INFORMATION
<br /> ' p U
<br /> z
<br /> � =0 a� 00 a w BLOWS R� GAMMA
<br /> w >- LITHOLOGY DESCRIPTION a 0 g W j g a N ATT REMARKS
<br /> 0 w <o z < per 6 in (ft) (cps)
<br /> w
<br /> ' �p 100 200 30
<br /> 0.0-3.2ft
<br /> (ML)clay SILT,low plasticity,some fine to 0.0-2.0 S-1 SS 14-10-11-11 21 1.10
<br /> coarse gravel,pale brown,dry,very stiff, 2.00
<br /> calcareous,cohesive
<br /> 2.0-4.0 S-2 sS 7-7-7-8 14 1.70
<br /> 3.2-5.4ft 200
<br /> 270 (ML)SILT,dark gray,dry,calcareous
<br /> 5 4.0-6.0 S-3 SS 1248-7-8 15
<br /> 2.00
<br /> ' 5.4-10A11(M
<br /> (ML)clayey SILT,low plasticity,some fine
<br /> sand,yellow brown and gray orange,dry,firm 6.0-8.0 S4 SS 5-4-4-6 8 LM
<br /> to very soft,calcareous,cohesive 2.00
<br /> ' 265 8.0-10.0 S-5 SS 3-24-7 6 im
<br /> 2.00
<br /> 1 10.0-11.2ft
<br /> (ML)SILT,dark gray,dry,calcareous i
<br /> 10.0-12.0 S-6 SS 6-6-815 14 2.00
<br /> 11.2-14.Oft
<br /> (ML)clayey SILT,low plasticity,some fine
<br /> sand,gray orange,dry,firm,calcareous,
<br /> 40
<br /> cohesive 12.0-14.0 S-7 SS 4-3-3-2 6 2.00
<br /> 260 14.0-20.4ft 1?4(ML)SILT,some clay,dark gray,dry, 14.0-16.0 S-8 SS 13-11-10-11 21
<br /> 1 calcareous 2.00
<br /> ' 16.0-18.0 S-9 SS 9-9-10-7 19 7�24
<br /> 2.00
<br /> 255 18.0-20.0 S-10 SS 6-5-9-6 14
<br /> 2.00
<br /> ' 2
<br /> 20.4- 20.0-22.0 5-11 SS 6-544 9 ]�4
<br /> (ML)clayeylayey SILT,low plasticity,trace fine 2.00
<br /> sand,gray orange,dry,fine to stiff,damp
<br /> between 25 to 26.75,calcareous,cohesive
<br /> ' 22.0-24.0 5-12 SS 444-3 8 1.40
<br /> 2.00
<br /> 250
<br /> 1.70
<br /> 25-- 24.0-26.0 S-13 SS 4-3-3-8 6
<br /> 2.00
<br /> a ]84
<br /> ~0 26.8-31.Oft 26.0-28.0 S-14 SS 8-16-28-16 44 2.00
<br /> O (ML)SILT,light gray,dry,calcareous,wet 29
<br /> to 29.5 feet
<br /> U .0
<br /> 0 2
<br /> 245 28.0-30.0 5-15 SS 7-6-12-15 18 ,00
<br /> x
<br /> 3
<br /> 2.00
<br /> �i 2.00
<br /> 31.0-32.1ft 30.0-32.0 S-16 SS 11-8-17-16 25
<br /> b
<br /> (ML)SILT,low plasticity,trace fine sand,dark
<br /> gray,dry,very stiff,calcareous and cohesive
<br /> 32.1-35.2ft 32.0-34.0 5-17 SS 11-16-13-10 29 2.00
<br /> Q
<br /> v (ML)SILT,low plasticity,trace clay,trace fine
<br /> ' 0 240 sand,yellow brown and gray orange,dry,very
<br /> O stiff to stiff,cohesive
<br /> x 1.84
<br /> N 3 34.0-36.0 5-18 SS 4-3-6-6 9 2.00
<br /> p 35.2-37.2ft
<br /> (ML)clayey SILT,low plasticity,trace fine
<br /> < sand,dark yellow brown,moist,stiff,cohesive
<br /> ' M 36.0-38.0 S-19 SS 7-5-5-5 10 ]3S2
<br /> C7
<br /> 2.00
<br /> 37.2-37.4ft
<br /> x (ML)SILT,light olive gray,wet,calcareous
<br /> w 235 « Continued» 38.i}40.0 S-20 SS 2-3-4-6 7 1
<br /> 39.45ft 11/29/2012
<br /> _!20�0
<br /> ' u 4
<br /> K
<br /> °m DRILLING CONTRACTOR: Precision Sampling LOGGED BY: Krambis
<br /> M DRILLER: Mclnroy CHECKED BY: A. Hobson
<br /> rteS
<br /> ' 0 DRILL RIG: CME 55 DATE: ASSOC�21
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