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Table of Contents <br />Certification of Sediment Pond 013 ..........................Attachment 2.05.3(3)-21-4 <br />Introduction ..........:...........................Attachment 2.05.3(3)-21-4 <br />Embankment and Excavation .........................Attachment 2.05.3(3)-21-4 <br />Design ..........................................Attachment 2.05.3(3)-21-4 <br />Conclusion .......................................Attachment 2.05.3(3)-21-6 <br />Pond 013 <br />10yr-24hr Event <br />Survcad &Sedcad Computer <br />Calculations <br />38.11 ac ...... .................................Attachment 2.05.3(3)-21-7 <br />Runoff Curve Number and Runoff .....................Attachment 2.05.3(3)-21-8 <br />C-Factor Calculation ...............................Attachment 2.05.3(3)-21-8 <br />Graphical Peak Discharge ...........................Attachment 2.05.3(3)-21-9 <br />Time of Concentration (SCS Method) .................Attachment 2.05.3(3)-21-10 <br />013 Pond-10yr - 24hr Event-as Built Sedcad Run ........Attachment 2.05.3(3)-21-14 <br />Pond 013 <br />25yr-24hr Event <br />Survcad &Sedcad Computer Calculations <br />38.11 ac ........................................ Attachment 2.05.3(3)-21-23 <br />Runoff Curve Number and Runoff ................... Attachment 2.05.3(3)-21-24 <br />C-Factor Calculation .............................. Attachment 2.05.3(3)-21-24 <br />Graphical Peak Discharge ..........................Attachment 2.05.3(3)-21-25 <br />Time of Concentration .............................Attachment 2.05.3(3)-21-25 <br />013 Pond 25yr-24hr Event as Built .........................Attachment 2.05.3(3)-21-29 <br />Pond 013 Bank <br />Compaction Test .................................Attachment 2.05.3(3)=21-40 <br />Attachment 2.05.3(3)-21-2 <br />