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i• <br />• <br />• <br />The summary table below lists the design information for all culverts in the permit area: <br />TRUCT WATE WATE WATERS RUNO TIME DESI PEAK CMP CMP CULVE COMMENTS <br />RE R- R HED % FF OF GN FLOW DIAMETE DESIGN RT <br /> SHED SHED AVG. CURV CONC. EVE (CFS) R FLOW <br /> BASIN AREA SLOPE E# (HRS) NT (INCHES) (CU.FT/S LENGT <br /> (S) (YRS) EC) H <br /> (FEET) <br />ULVERT 21 39.5 7.39 78 .51 10 11.6 36 47.0 80 EXISTING CMP <br />O1 <br />ULVERT DNA DNA DNA DNA DNA DNA DNA DNA DNA DNA REMOVED <br />02 <br />ULVERT 6,7,11, 226.8 5.0 78 1.21 10 40.0 48 82.0 200 EXISTING CMP BRINGING <br />03 18,19, MOST OF EASTERN <br /> 20,21, DRAINAGE AREA UNDER 5^' <br /> 2Z STREET INTO POND 7. CMP <br /> IS TEMPORARY. <br />ULVERT DNA DNA DNA DNA DNA DNA DNA DNA DNA DNA REMOVED <br />04 <br />ULVERT DNA DNA DNA DNA DNA DNA DNA DNA DNA DNA REMOVED <br />05 <br />ULVERT DNA DNA DNA DNA DNA DNA DNA DNA DNA DNA REMOVED <br />O6 <br />ULVERT 18,19 93.7 10 10.7 36 47.0 40 EXISTING CMP, PEAK FLOW <br />07 FROM DITCH D108 <br />ULVERT 19 52.0 10 18.2 30 30.0 60 EXISTING CMP, PEAK FLOW <br />OS FROM DITCH D109 <br />ULVERT 22 7.7 7.38 78 .18 10 4.3 18 9.5 60 EXISTING CMP <br />09 <br />ULVERT 28 14.7 8.06 79 .22 10 6.2 24 18.5 80 EXISTING 24" STEEL PIPE <br />10 UNDER PERIMETER ROAD <br />ULVERT 3,29 49.3 7.90 79 .31 10 20.68 36 47.0 80 EXISTING CMP UNDER <br />11 PERIMETER ROAD <br />ULVERT 7,19,2 114.6 7,1 78 .55 10 32.4 36 47.0 80 EXISTING TEMPORARY CMP <br />12 2 UNDER 5'" STREET. PEAK <br /> FLOW FROM DITCH C20. <br />REVISED MARCH 2006 <br />Attachment 2.05.3(3)-1-64 <br />