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<br /> <br /> <br /> <br /> <br />owNER : Merrick and Comoanv <br />Mt. Gunnison Coal Mine <br />E-3 <br />PROJECT : BORING N0. <br />LOCATION: $OfierSet, GOlOradO <br />GOORDINAT ES N. 402,848 E. 1.446.222 ELEV. b,SnA.O PAGE 1 OF 1 <br /> <br /> <br />2 <br />O = Q <br />~ <br /> <br />< <br /> <br />y <br />~ s n <br />_~„ <br /> <br />pW u = ~ <br /> <br /> <br />W W <br />a ~ ~ ~? <br />a a ~Q <br />>_ u F ~~ DESCRIPTION OF SOILS <br />y~j ~ 6 LL <br /> <br />Q Q <br />y C <br />gym: N <br />t ;O <br />V <br />W ~ ~ <br />V . <br />0 <br /> <br />~ cl Clay, sandy, slightly silty. Dark brown with roots, <br /> moist, soft. Topsoil. <br /> ~ cl/sc Clay, sandy, slightly silty. Light brown to brown <br /> i with gravel to boulder size sandstone fragments. <br /> ~ Moist, medium to very stiff. Locally carbonaceous. <br /> i 7,9 <br />5 <br /> i <br /> i <br /> i <br /> i <br /> i <br /> i <br />10 ~ 7,9 <br /> <br /> i <br /> i <br /> i <br /> i <br /> <br />5 ~ <br />i cl 8,11 <br /> <br /> i <br /> i <br /> <br /> i <br /> i~ <br /> <br />0 ~ 12,13 <br /> i <br /> i <br /> i <br /> ~~ <br /> i <br /> ~ 20,SS <br />S Clay stone. <br /> <br /> Solid stem augering and drive sampling completed <br /> at 25.0 ft. on 6-27-80. <br /> No ground water encountered during augering. <br /> PVC casing set to 25.0 ft. below collar. <br />LOG OF BORI N G <br />GEO-NYDRO tOHSULTING,INC. <br />PLATE A-S <br />