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The summary table below lists the design information for all culverts in the permit area: <br />Revised August 2009(PB06) Attachment 2.05.3(3) -1 -70 <br />TASI.E2,65.43RPERMITAREA <br />CULVERTOSSIONS <br />TRUCTU <br />WATE <br />WATE <br />WATERS <br />RUNO <br />TIME <br />DESI <br />PEAK <br />CMP <br />CMP <br />CULVE <br />COMMENTS <br />E <br />R- <br />R <br />HED % <br />FF <br />OF <br />GN <br />FLOW <br />DIAMETE <br />DESIGN <br />RT <br />SHED <br />SHED <br />AVG. <br />CURV <br />CONC. <br />EVEN <br />(CFS) <br />R <br />FLOW <br />BASIN( <br />AREA <br />SLOPE <br />E# <br />(HRS) <br />T <br />(INCHES) <br />(CU.FT /SE <br />LENGT <br />S) <br />(YRS) <br />C) <br />H <br />(FEET) <br />CULVERT <br />21 <br />39.5 <br />T39 <br />78 <br />.51 <br />10 <br />11.6 <br />36 <br />4Z0 <br />80 <br />EXISTING CMP <br />01 <br />CULVERT <br />DNA <br />DNA <br />DNA <br />DNA <br />DNA <br />DNA <br />DNA <br />DNA <br />DNA <br />DNA <br />REMOVED <br />02 <br />CULVERT <br />6,7,11, <br />226.8 <br />5.0 <br />78 <br />t21 <br />10 <br />40.0 <br />48 <br />82.0 <br />200 <br />EXISTING CMP BRINGING <br />03 <br />18,19,2 <br />MOST OF EASTERN <br />0,21,22 <br />DRAINAGE AREA UNDER 5 TH <br />STREET INTO POND 7. CMP IS <br />TEMPORARY. <br />CULVERT <br />DNA <br />DNA <br />DNA <br />DNA <br />DNA <br />DNA <br />DNA <br />DNA <br />DNA <br />DNA <br />REMOVED <br />04 <br />CULVERT <br />DNA <br />DNA <br />DNA <br />DNA <br />DNA <br />DNA <br />DNA <br />DNA <br />DNA <br />DNA <br />REMOVED <br />105 <br />CULVERT <br />DNA <br />DNA <br />DNA <br />DNA <br />DNA <br />DNA <br />DNA <br />DNA <br />DNA <br />DNA <br />REMOVED <br />06 <br />CULVERT <br />18,19 <br />917 <br />10 <br />10.7 <br />36 <br />4Z0 <br />40 <br />EXISTING CMP, PEAK FLOW <br />07 <br />FROM DITCH D108 <br />CULVERT <br />19 <br />52.0 <br />10 <br />18.2 <br />30 <br />30.0 <br />60 <br />EXISTING CMP, PEAK FLOW <br />08 <br />FROM DITCH D109 <br />CULVERT <br />22 <br />T7 <br />7.38 <br />78 <br />.18 <br />10 <br />4.3 <br />18 <br />9.5 <br />60 <br />EXISTING CMP <br />09 <br />CULVERT <br />28 <br />14.7 <br />8.06 <br />79 <br />.22 <br />10 <br />6.2 <br />24 <br />18.5 <br />80 <br />EXISTING 24" STEEL PIPE <br />10 <br />UNDER PERIMETER ROAD <br />CULVERT <br />3,29 <br />493 <br />7.90 <br />79 <br />31 <br />10 <br />20.68 <br />36 <br />47.0 <br />80 <br />EXISTING CMP UNDER <br />11 <br />PERIMETER ROAD <br />CULVERT <br />7,19,2 <br />114.6 <br />7.1 <br />78 <br />.55 <br />10 <br />32A <br />36 <br />4Z0 <br />80 <br />EXISTING TEMPORARY CMP <br />12 <br />2 <br />UNDER 5 TH STREET. PEAK <br />FLOW FROM DITCH C20. <br />Revised August 2009(PB06) Attachment 2.05.3(3) -1 -70 <br />