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• <br />~~ <br /> <br />Table 23.18 <br />PROPOSED CULVERT DESIGN SUMMARY <br />Culvert No. 10-year, 24-hour Event HW/D Culvert Diameter <br />Peak Discharge (in) <br />(cfs) <br />10 16.10 1.0 30 <br />11 3.66 1.5 12 <br />12 64.04 1.0 48 <br />lA 11.00 2.0 18 <br />2A 2.82 1.0 18 <br />3 5.73 1.0 21 14' <br />3A 2.21 1.0 12 <br />9A 36.21 "' 1.0 42 'Z' <br />98 17.81 1.0 30 13' <br />9C 17.81 1.0 30 13' <br />9D .67 1.0 12 <br />"' 100-year, 24-hour event peak discharge <br />'Z' The existing culvert is 48" <br />13' The existing culvert is 36" <br />14' The existing culvert installation is 2.24" <br />C:\...\630MR14.REV <br />04/26/93 2pm 23 -154R Revised - Apri 1 1993 <br />