| OCR Text |
Show A-ll8 STATE LINE SECTION Mesa County, Colorado T. 11 S., R. 104 w. Section 6 August, 1949 (Measured by Brushy Basin Holmes) Clifford N. formation: Mudstone; moderate reddish brown to light gray Clay to clay shale; light to medium gray, some fissility, frothy, slightly silty Limestone; dark gr, veinlettes of red chert Clay; light gray, slightly silty Sandstone; grayish-green, fine-grained, siliceous, dense, fine red chert grains Cla;y-; light gray Clay shale; grayish-red, fissi1e Clay; light gray Siltstone; moderate redqish brown, hard, rubble slope Clay; dusky red Claystone; ver.r light gray Mudstone; moderate reddish brown, considerable cl binding Clay shale; grayish-red purple, silty Clay; grayish-red purple, frothy ••••• ••••••••••••• •••••• " ••••••• •• 0 fit 0 0 0 Ii» • 0 0 0 0 0 • it. 04' 0 • 0 e 0 0 e eGo 0 0 0 0 • 0 0 0 0 " •• 0 " 0 0 .. " • 0 ••• 0> 0 0 (f lit " 0 0 0 00 •••••••• •••••• 0 •• • Qi •• •• o. •• (II 0' G e e Cit 0 e it 0 ., 0 • 0 .. 0 " 9 oo ••• ... ,," 0 .. 0 0 0 0 " 0 " 0 0 " 0 0 0.0 •. lit •• 0 go 0' • 0 0 Q 0' fit 0 &, 0' •• 0' 0 " 0 0 fit 0 .. 9 0 0 ••• 000 •••• 0 0 It • 0' 0 0' 0 ••• 00"."00"000 00.0.0 •• 0 ••• Siltstone; dark reddish brown Clay shale; light gray Limestone; dark gray, weathers brown Mudstone; grayish-red, silty, hard rubbly slope, occasional ver,y thin greeniSh-gray quartzitic sandstone stringers Sandstone; grayish-green, fine, hard, siliceous, 0.0000000000 -o 00 0 " 0 0 e ...... " .. 0 " 0 0 .000 0" 0 .. 0 ......... G .. 0 0 .. 0 0 .... 0 0 .. 0 0 •• 000.000. 0 ••• 0 ••••••• ... ••• 0 0 G 0 0 " • " .. 0 0 0 .oooooooo.o.oo.o lenticular . ••• 00000. 00000000.,0 lit . o.o •• G 0 .. 0 • ., o. 0 .. Clay shale; light gray, fissility disappears along strike, some silt size grains Siltstone; grayish green, thin-bedded ... 0000.0 .000 • •• .,0000000 000 •• 0 ... 33.9 280.8 '81.0 0.9 246.9 165.9 165.0 lS.3 0.4 10.2 10.6 16.2 4.1 10.7 1.1 146.7 146.3 136.1 125.5 109.3 105.2 94.5 il.S SoS 2.8 81.6 72.8 3.6 70.0 5.4 1.0 66.4 25.8 60.0 0.8 34.2 32.4 33.4 1.0 1.0 93.4 61.0 |