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' Table 23-2 <br />• EXISTING CULVERT DESIGN SUMMARY <br /> Culvert No. <br /> <br /> <br />2 <br /> <br />3 <br />6 <br />7 <br />8 <br />9 10-year, 24-hour Event <br />Peak Discharge <br />(cfs) <br />35 <br /> <br />24 <br />93 <br />51 <br />81 <br />65 Culvert Diameter <br /> <br />(in) <br />1-12 <br />1-36 <br />2-24 <br />2-42 <br />48 <br />54 <br />48 <br />• <br /> <br /> 23-48R Revised - August, 1991 <br />