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\J <br />• <br />• <br />LOG OF BORING <br />rto+cct; Storm King Mine ootlr• ^o:DH-3 <br />c~lcrr: Storm King Mine ~oc/rloM: See plan <br />oars: g-t4-83 +ot ro: 25,999A o0•111o rTrc,4-inch auger <br />otlt.cce:Geotechnic ExploraCioncrtlrcclerR.Treat olfell~o s~cr., 610 <br /> • « 7 <br />1 <br /> <br />• <br />~ , <br />o <br />~ <br />~ <br />/ <br />• ~ <br />~ ~ <br />•I~ <br /> <br />• <br />~ . <br /> <br />~ <br />C <br />g <br />r <br />~ i <br /> <br />J <br />i ~ <br /> <br /> <br />~ , TNr wll bN t'CHIIH/1/ NNrN ~ Mt b/N rr1 <br /> <br /> <br />m efjM//f///ONf Q /1/fl• ~/1/f f//1/ <br /> ~ <br />'~ ~ <br />~ <br />/OIL •[et 111-T10^ <br /> Topsoil <br /> Clay <br />slightly sandy to sandy (CL) <br />very stiff <br /> , <br />, <br />hard <br />to ver <br />sli <br />htl <br />moi <br />t to moi <br />ht <br />si <br />t <br />5 25/1 ~ 75 35/20 y <br />, <br />g <br />y <br />g <br />s <br />s <br />, <br />brown to brown, scattered gravels and smal'. <br /> 11 cobbles composed of sandstone, shale or <br /> volcanic fragments. <br /> <br />10 50/3 <br /> <br /> <br /> <br />15 40/1 9.4 87 <br /> 123.2 <br /> <br /> <br />0 `A/1 <br /> <br /> <br /> <br />5 50/8 <br /> <br /> <br /> <br />30 42/6 9.7 <br /> 126 7~ <br /> . <br /> <br />5 60/4 <br /> <br /> <br /> <br />0 50/9 13.4 <br /> 120 79 40/24 <br /> . <br /> <br />5 50/8 15.3 <br /> 110. 2 <br /> <br /> <br />0 50/9 <br /> <br /> <br /> <br />-55 50/7 <br /> <br />Fig. A-3 <br />Chen and ossoeiafesl inc. sneer , of , <br />