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12. Culvert C8 receives flow from ditches D5 (1.75 cfs), D10A (0.19 cfs), and <br />possibly D4 (1.83 cfs) for a total flow of 3.77 cfs (Table 20). Culvert design for <br />C8 is shown on page 15. <br />ENGINEER'S CERTIFICATION <br />The calculations and information presented on pages EXH. 19(18) -2 through 19(18) -15 <br />with a date of 12/30/11 werprep_��.,by me during the month of December 2011, and the <br />information presented is rcorrect to the best of my knowledge and belief. <br />J E So erg �:� Date <br />Registers kssional: ragineer <br />State of r �do�N46,, b230 <br />TR -60 Page EXH. 19(18) -1a 12/30/11 <br />