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Feb fl 04 09:3Ia RG Consulting Engineers (9701-255-1212 p•1 <br />v1ES~1 OOUNTY <br />STOR~1 i.-RAINAGE CRITERIAL 1 ;~B~E ~,o <br />MANUAL ~ <br /> -{„ values Cor runoff curve numbers <br />m <br />Curve Ia Curve <br />ld <br />Number (in> number (in) <br />40 3.000 70 0.857 <br />41 '2.878 71 0.817 <br />42 2.762 T_' 0.778 <br />43 '.651 73 0.740 <br />44 '? 595 74 0.703 <br />45 '?,•1-i4 75 0.667 <br />4ti °.338 7fi 0.632 <br />•17 '_>:25~ 77 a.597 <br />43 2.1ti7 7$ 0.5ti-1 <br />49 ?.08'_> 79 0.532 <br />50 2.000 80 0.500 <br />51 L9`r' 8I 0.469 <br />~2 1.&1ti 82 0.939 <br />53 1.77.1 83 0.410 <br />54 1.704 0.381 <br />55 1.63fi • 85 0.353. <br />56 1.571 86 0. '26 <br />5? 1.509 87 0.299 <br />58 1.448 Sb 0:273. <br />59 1.390 89 0147 <br />60 1:333 90 0.22_`'' <br />61 1.279 91 0.198 <br />62 l:w'6 92 0.174 <br />63 1.175 93 0.151 <br />64 1.125 99 O.Lli <br />ti5 1.077 95 0.10 <br />66 1.030 96 0.083 <br />67 0.985 97 O.Ob`2 <br />68 0.941 98 0.041 <br />69 0.899 <br />~. <br /> (210~VI•TR-55, Second Ed., June 1986) <br />