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+25 <br />M +15 <br />0 <br />0 <br />0 <br />e <br />e +5 <br />30 ' CMP <br />—2.0' r <br />—51 <br />0 10 <br />Permit N ber I O <br />Class: ermit <br />Se_ cfioN_Ext:_� <br />i Class: D Revision _._.�._._._._._._._. <br />i Type /Seq: <br />Class: O Report O Hydro OGeneral --------'------ - - - -- <br />Doc Type: -_ <br />17Applice6on (Coal only) O Bontl O Enforcement O Inspection . - - - - -- <br />X- Section of Dam and Sediment Pond <br />Top Width 29' <br />Road <br />1.01 <br />1.0 <br />Compacted Fill 1.6 <br />Brace 1.5 Principal Spillway (4' dia) PVC or Steel <br />4' extension of principal spillway <br />20 30 40 <br />Tension <br />Threaded Rod <br />w /pads 90' CUP <br />1. IV 4' pipe <br />Cross— section of bracing <br />No Scale <br />Lowest Point on Dam 10.2' <br />Brace �- 30' Dlo CMP EMergency Spillway <br />50 60 70 60 90 <br />Horizontal Distance (Feet) <br />Date 1 Revision I By <br />1/16/02 bolds mmyc7s ICL <br />oe0,` lg9 <br />2001 <br />Inlct of Principal Spillway (Gate Valve) 2.0' <br />Bottom Pond 0.0' <br />100 110 120 130 140 <br />Exhibit 5 <br />AMERICAN SHIELD COAL COMPANY <br />Sediment Pond <br />X- Section <br />Scale: 1' =10' Drawn by: G. Lewlckl <br />Date: 11 /9/89 <br />N0130111111III <br />007562 <br />