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• Attached below are the SurvCadd and Sedcad computer hydrologic model outputs for Pond 012 <br />As-Built. Please see the table of contents to find specific pond engineering calculations. <br />The Pond 012 As-Built map can be found as Map 2.05.3(3)-12-4 in Section 2.05.3-12 <br />Table of Contents <br />Runoff Curve Number and Runoff ....................... ATTACHMENT 2.05.3(3)-13-3 <br />CN (weighted) .................................ATTACHMENT 2.05.3(3)-13-3 <br />CF (weighted) ..................................ATTACHMENT 2.05.3(3)-13-3 <br />Frequency ....................................ATTACHMENT 2.05.3(3)-13-3 <br />Rainfall, P (24-hour) ............................ATTACHMENT 2.05.3(3x13-3 <br />Runoff Volume .................................. ATTACHMENT 2.05.3(3)-13-3 <br />• Graphical Peak Discharge .............................ATTACHMENT 2.05.3(3)-13-3 <br />Drainage area ................................ATTACHMENT 2.05.3(3x13-3 <br />Time of Concentration : ..........................ATTACHMENT 2.05.3(3)-13-3 <br />Rainfall,P(24-hour) ..............................ATTACHMENT 2.05.3(3)-13-3 <br />Peak Discharge,gp .............................ATTACHMENT 2.05.3(3)-13-3 <br />Time of Concentration (SCS Method) .....................ATTACHMENT 2.05.3(3)-13-3 <br />Length of Flow .................................ATTACHMENT 2.05.3(3)-13-3 <br />Pond Volume Calculation based on Universal Soil Loss Equation <br />............................................ATTACHMENT 2.05.3(3)-133 <br />Pond 012 As Built 10YR-24Hr SedCad Files ...............ATTACHMENT 2.05.3(3x13-5 <br />Pond 012 As Built 25YR-24Hr SedCad Files ..............ATTACHMENT 2.05.3(3x13-13 <br />• <br />REVISED MARCH 2006 <br />