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Hydrograph Summary Report <br />Page 1 <br />Hyd- <br />Hydrograph <br />Peak <br />Time <br />Time to <br />Volume <br />Return <br />Inflow <br />Maximum <br />Maximum <br />Hydrograph <br />No. <br />type <br />flow <br />interval <br />peak <br />period <br />hyd(s) <br />elevation <br />storage <br />description <br />(origin) <br />(cis) <br />(min) <br />(min) <br />(cult) <br />(yrs) <br />(ft) <br />(cuft) <br />1 <br />SCS Runoff <br />13.6 <br />4 <br />720 <br />34,047 <br />100 <br />---- <br />- <br />PRE: AREA 1 <br />2 <br />SCS Runoff <br />21.4 <br />6 <br />720 <br />69,907 <br />100 <br />--- <br />PRE: AREA 2 <br />3 <br />SCS Runoff <br />8.7 <br />6 <br />732 <br />37,584 <br />100 <br />---- <br />PRE: AREA 3 <br />4 <br />Reservoir <br />3.9 <br />6 <br />750 <br />69,907 <br />100 <br />2 <br />940.79 <br />26,190 <br />PRE 2 ACROSS ROAD <br />6 <br />SCS Runoff <br />5.7 <br />4 <br />720 <br />15,626 <br />10 <br />---- <br />---- <br />PRE: AREA 1 <br />7 <br />SCS Runoff <br />9.5 <br />6 <br />726 <br />33,198 <br />10 <br />— <br />PRE: AREA 2 <br />8 <br />SCS Runoff <br />3.5 <br />6 <br />732 <br />17,249 <br />10 <br />---- <br />PRE: AREA 3 <br />9 <br />Reservoir <br />2.6 <br />6 <br />744 <br />33,198 <br />10 <br />7 <br />939.53 <br />9,684 <br />PRE 2 ACROSS ROAD <br />11 <br />SCS Runoff <br />0.5 <br />4 <br />724 <br />3,023 <br />1 <br />--- <br />----- <br />PRE: AREA 1 <br />12 <br />SCS Runoff <br />0.9 <br />6 <br />726 <br />6,504 <br />1 <br />-- <br />-- <br />----- <br />PRE: AREA 2 <br />13 <br />SCS Runoff <br />0.2 <br />6 <br />744 <br />3,058 <br />1 <br />-- <br />------ <br />---- <br />PRE: AREA 3 <br />14 <br />Reservoir <br />0.1 <br />6 <br />846 <br />a <br />3,058 <br />1 <br />x <br />13 <br />938.12 <br />629 <br />PRE 2 ACROSS ROAD <br />16 <br />SCS Runoff <br />30.4 <br />6 <br />720 <br />95,677 <br />100 <br />--- <br />---- <br />-- <br />POST <br />17 <br />Reservoir <br />9.2 <br />6 <br />738 <br />95,677 <br />100 <br />16 <br />, -yfm <br />940.64 <br />- <br />33,094 <br />-� a.r <br />POST ACROSS ROAD <br />-POST <br />19 <br />SCS Runoff <br />14.7 <br />6 <br />726 <br />48,921 <br />10 <br />20 <br />Reservoir <br />5.6 <br />6 <br />738 <br />4B,921 <br />10 <br />19 <br />939.38 <br />14,404 <br />POST ACROSS ROAD <br />22 <br />SCS Runoff <br />2.8 <br />6 <br />726 <br />12,206 <br />1 <br />--- <br />----- <br />-- <br />POST <br />23 <br />Reservoir <br />0.7 <br />6 <br />756 <br />12,206 <br />1 <br />22 <br />938.32 <br />3,014 <br />POST ACROSS ROAD <br />Nyt <br />�,a, f i <br />J� <br />ref^ <br />z <br />rz'G <br />rr YR,j0YF ., j y(L. <br />i�'-�n <br />��rZ�Z� <br />�T" � <br />_.���c <br />�Attt�1 <br />�. � <br />i'C�e.?� <br />_�:'T"�1•.. <br />��("� - <br />tell <br />Proj. file: CARRIAGE042399.G W 1DF file: Sample.idf <br />Run date: 04-23-1999 <br />