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TABLE OF OONPII~FiS <br />Paae <br />Introduction 7-6f-1 <br />Site Description 7-6f-1 <br />Construction 7-6f-1 <br />Diversion No. 1 7-6f-1 <br />Pond 008 7-6f-2 <br />Design Analysis 7-6f-2 <br />Geslex'al 7-6f-2 <br />Hydrology 7-6f-2 <br />Curve Number and k Factor 7-6f-3 <br />Precipitation and Storm Type 7-6f-9 <br />Unit Hydrogzaph aryl stsfaoe Corrlition 7-6f-9 <br />Time of Concentration 7-6f-9 <br />Snriimantology 7-6f-10 <br />Particle Size Distribution 7-6f-10 <br />Slope jpTM~*Fh 7-6f-11 <br />Average Slope 7-6f-11 <br />C aryl P Factors 7-6f-11 <br />Section Properties 7-6f-14 <br />Diversion No. 1 7-6f-14 <br />Storage Capacity - Pond 008 7-6f-15 <br />Spillway - Pond 008 7-6f-16 <br />Summary 7-6f-17 <br />Construction Sim¢nary 7-6f-17 <br />Selec-'tea References 7-6f-18 <br />Addetriutn 7-6f-A Typical SFSX`I~D+ Inputs <br />Addendum 7-6f-B SIDC'AD+ Cuter Output <br />Adcie~um 7-6f~ Alternative Design for Diversion No. 1 <br />Adderrdinn 7-6f-D Spillway Outflow Ci~annel As-Built Data <br /> <br />7-6f-i Revised 08/24/92 <br />