Laserfiche WebLink
E .~ .r <br />d <br />N <br />ml <br />N <br />0 <br />0 <br />N <br />n <br />0 <br />O1 <br />3 <br />a <br />a, <br />r <br />a <br />a <br /> <br />rn <br />a <br />a <br />N <br />j, <br />o <br />O <br /> <br />d <br />C <br />a <br />H: <br />D q~p <br />N <br /> <br />rf7 <br /> <br />o ~ ~ <br />N <br />~ <br />d <br />V <br /> <br />~~.~ m v <br />a N <br />m <br />6 p~q <br />~®~A <br />O <br /> <br /> <br />3 <br />O ~ <br /> <br />m <br />~ <br />% <br /> <br />o ~~ <br />i <br />r m <br />,~ <br /> overburden <br />N <br />+' <br />U <br />0 1 H:1 V Slope <br />a <br />; gravel <br />phreatic <br />, <br />a surface <br />L <br />t7 <br /> <br />weathered shale <br />d <br />A <br />intact shale <br />r <br />a Slope Stability Figure 1 <br /> Woland gc. Scale: 1" = 15' <br /> <br /> Stroh Pit Notes'. <br /> <br />