2013-04-10_PERMIT FILE - C1981019A (18)

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Table of Contents — Exhibit 7, Item 23 Erosion and Sediment Control Flan for the Collom Area Section Page IntroductoryText........................................................................................................... Exh. 7-23-1 Part A, SEDCAD Modeling Introductory Text, Collom SEDCAD Modeling..........................................................Exh. 7-23A-1 Table 1, SEDCAD Input Reference Table, 2012 .......................................................Exh. 7-23 A-4 Exh. 7-23, Figure Al, Collom Subwatersheds ............................................................Exh. 7-23A-7 Exh. 7-23, Figure A2, End of 2017 .............................................................................Exh. 7-23A-8 SEDCAD Results, Collom Ponds, 10 Year, 24 Hour Event, 2012..............................Exh. 7-23A-9 SEDCAD Results, Collom Ponds, 10 Year, 24 Hour Event, 2017............................Exh. 7-23A-70 SEDCAD Results, Generic Reclaimed Pond Design, 10 Year, 24 Hour Event......Exh. 7-23A-109 Part B, Little Collom Pond (LCX-IN Sump) IntroductoryText.........................................................................................................Exh. 7-2313-1 DesignTable................................................................................................................Exh. 7-2313-2 Part C, Little Collom (LCX-DS) Pond IntroductoryText.........................................................................................................Exh. 7-23C-1 DesignTable................................................................................................................Exh. 7-23C-2 Part D, Sediment Control for Topsoil Stockpiles Introductory Text, Topsoil Stockpiles.........................................................................Exh. 7-23D-1 Exh. 7-23, Figure Dl, Topsoil Stockpile 35A.............................................................Exh. 7-23D-3 SEDCAD Results, Topsoil Stockpile Ring Ditch/Berm, 10 Year, 24 Hour Event .....Exh. 7-23D-4 Part E, Temporary Channel Design IntroductoryText.........................................................................................................Exh. 7-23E-1 Table 7-23E-1, V Ditch Design Summary...................................................................Exh. 7-23E-2 Table 7-23E-2, Trapezoidal Ditch Design Summary ..................................................Exh. 7-23E-3 Exh. 7-23, Figure El, Temporary Channel Design .....................................................Exh. 7-23E-4 Exh. 7-23, Figure E2, Temporary Channel Design Profiles........................................Exh. 7-23E-5 Part F, Geotechnical Investigations, Collom Sediment Ponds IntroductoryText.........................................................................................................Exh. 7-23F-1 Part G, Roadside Impoundment IntroductoryText.........................................................................................................Exh. 7-23G-1 SEDCAD Results, Collom Roadside Impoundment, 10 Year, 24 Hour Event........ Exh. 7-23G-3 Part H, Small Area Exemption IntroductoryText......................................................... ........ ......................................Exh. 7-231-1-1 Exh. 7-23-i Revision Date: 9/23/11 Revision No.: PR-03