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0 Table of Contents — Exhibit 7, Item 23 <br />Erosion and Sediment Control Plan for the Collom Area <br />Section Page <br />IntroductoryText ............................................................................ ............................... Exh. 7 -23 -1 <br />cSummary Table, Collom Pond Design ........................................... ............................... Exh. 7 -23 -7 <br />Part A, SEDCAD Modeling for Initial Operations <br />r <br />Introductory Text, Initial SEDCAD Modeling .. ............................... ...........................Exh. 7 -23A -1 <br />'Exh. 7 -23, Figure Al, Collom Subwatersheds .. ............................... ...........................Exh. 7 -23A -4 <br />EDCAD Results, Collom Ponds, 10 Year, 24 Hour Event ............. ...........................Exh. 7 -23A -5 <br />✓ SEDCAD Results, Collom Ponds, 25 Year, 24 Hour Event ........... ...........................Exh. 7- 23A -62 <br />SEDCAD Results, Collom Ponds, 100 Year, 24 Hour Event ....... ...........................Exh. 7 -23A -119 <br />Part B, Little Collom Pond (LCX -IN Sump) <br />IntroductoryText ............................................... ............................... ........................... Exh. 7 -23B -1 <br />✓besign Table ...................................................... ............................... ...........................Exh. 7 -23B -2 <br />Part C, Little Collom (LCX -DS) Pond <br />IntroductoryText ............................................... ............................... ...........................Exh. 7 -23C -1 <br />- Design Table ...................................................... ............................... ...........................Exh. 7 -23C -2 <br />Part D, Sediment Control for Topsoil Stockpile Ring Ditches <br />Introductory Text, Topsoil Stockpile Ring Ditches .......................... ...........................Exh. 7 -23D -1 <br />Exh. 7 -23, Figure D1, Ring Ditch Topsoil Stockpile 35A ................ ...........................Exh. 7 -23D -3 <br />-/SEDCAD Results, Topsoil Stockpile Ring Ditch, 10 Year, 24 Hour Event ...............Exh. 7 -23D -4 <br />Part E, Temporary Channel Design <br />IntroductoryText .......................................................................... ............................... Exh. 7 -23E -1 <br />Table 7- 23E -1, V Ditch Design Summary ......... ............................... ...........................Exh. 7 -23E -2 <br />Table 7- 23E -2, Trapezoidal Ditch Design Summary ................... ............................... Exh. 7 -23E -3 <br />r Exh. 7 -23, Figure El, Temporary Channel Design ...................... ............................... Exh. 7 -23E -4 <br />"Exh. 7 -23, Figure E2, Temporary Channel Design Profiles ......... ............................... Exh. 7 -23E -5 <br />Part F, Geotechnical Investigations, Collom Sediment Ponds <br />`Introductory Text .......................................................................... ............................... Exh. 7 -23F -1 <br />Exh. 7 -23 -i Revision Date: 12/15/10 <br />Revision No.: PR -03 <br />