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M <br />m <br />0 <br />0 <br />m <br />m <br />+25 <br />+15 <br />+5 <br />—5 <br />V <br />9/e 'if MdMp <br />welded <br />h�F,rM <br />Sect ronl M- �( <br />Glass - <br />TYpelSe4!._. �G ener <br />Cl <br />_ - ort p HY �ro Inspection <br />- ass O ReP ___- � Enlorcemenl <br />- - ---- - p Bond <br />n (coal Coal onIY) <br />OAPPllcolio <br />X- Section of Dam and Sediment Pond <br />Top Width 29' <br />Road Lowest Point on Dam 10.2' <br />ZPVC L Inlet of Emergency spillway 9.8' <br />1.0 1.6 <br />Brace Compacted Ftll <br />1.5 Principal Spillway (4 "d.iSteel <br />30 " CMP Outl e -2 0' Inlet of Principal Spillway (Gate Valve) 2.0' <br />---------------- <br />4' 4' extension of principal spillway <br />10 20 <br />30" CMP <br />4 pipe <br />Cross — section of bracing <br />No Scale <br />Brace �- 30" Dia CMP Emergency Spillway <br />30 40 50 60 70 80 <br />Horizontal Distance (Feet) <br />EE <br />Date <br />Revision <br />By <br />1/15/02 <br />isolate spillways <br />GL <br />s n z <br />,4s -Avu,- <br />GL <br />Bottom Pond 0.0' <br />100 1 10 t� E I V 140 <br />' C V �, <br />4AY 2,7 199; <br />Mined Land <br />Rp�ip2 ntinn r, <br />Exhibit 5 <br />JAMERICAN SHIELD COAL COMPANY <br />Sediment Pond <br />A* X- Section <br />Scale: 1 " =10' Drawn by: G. Lewicki <br />Date: 11/9/89 <br />" IIII <br />0 0saiz <br />