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i• <br />B 3- RM ~ EA E~ DES G S <br />ULVERT POND SEE 2 X 42 140.0 120 DUAL 42" CMP'S UNDER 5'" <br />13 7 POND STREET AS PART OF POND <br />7 7. SEE POND 7 DESIGN FOR <br />ova <br />I~ <br /> <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 CC 42 70.0 40 CC DITCH OVERFLOW <br />14 DITCH DITCH ACCESS ROAD <br /> OVER CROSSING. PEAK FLOW <br /> FLOW BASED ON OVERFLOW <br /> DESIGN. NO DRAINAGE <br /> AREA. <br />ULVERT CC SEE 42 80 CC DITCH PERMANENT <br />75 DITCH HDPE HDPE PIPE UNDER <br /> FLOW PIPE EMPORARY BB ROAD <br /> DESIG DETOUR <br /> N <br />ULVERT 2,24,2 100 47,8 78 26.0 60 CARRIES Ct1 DITCH FLOW <br />i6 5 INTO POND. STEEPNESS <br /> (25%) ALLOWS MUCH <br /> HIGHER FLOW THAN <br /> NORMAL FOR THIS SIZE. <br /> PEAK FLOW FROM DITCH <br /> C11. AREA AROUND PIPE <br /> CAN HANDLE OVERFLOW, <br /> WHICH iS INCISED SLOPE <br /> OF POND <br />ULVERT 24,25 36.3 100 38.8 36 47.0 100 CARRIES FLOW FROM <br />17 AND DITCHES C12 AND Ct 3 <br />17A UNDER REBUILT BB ROAD <br /> AND PERIMETER ROAD <br />ULVERT 4,8,26 10 24.4 3 X 18 28.5 80 CARRIES PEAK FROM <br />~' 18 DITCHES Ci AND C2 UNDER <br /> 2700 ROAD <br />REVISED MARCH 2006 <br />Attachment 2.05.3(3)-1-65 <br />