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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />A* <br />Al <br />A2a <br />A2b <br />A3 <br />A4** <br />A5 <br />B** <br />C <br />D** <br />E** <br />F** <br />G <br />H** <br />1 <br />J <br />K <br />L <br /> <br /> TABLE A <br /> BASIN PARAMETERS <br />Sub-Bas I n Tributary Sub-BasIn Centrol d P roj ected Tota 1 Development <br />Area Area Length Length Perviousness C C <br /> t ..L <br />(sq.mi .) (sq.ml.) (mi.) (mi.) (%) <br />0.082 <br />0.366 0.366 1.84 0.95 50.0 0.33 0.62 <br />0.162 0.162 0.68 0.41 50.0 0.33 0.62 <br />0.128 0.128 0.62 0.34 50.0 0.33 0.62 <br />0.195 0.195 1.21 0.50 50.0 0.33 0.62 <br />0.290 0.794 2.31 1.19 57.0 0.40 0.62 <br />0.504 0.504 1.50 0.72 50.0 0.33 0.62 <br />0.667 3.743 4.26 I. 74 55.9 0.41 0.59 <br />0.294 0.294 1.12 0.44 50.0 0.33 0.62 <br />0.295 2.071 3.44 I. 74 62.2 0.48 0.59 <br />0.381 1.776 2.83 1.40 63.4 0.52 0.57 <br />0.191 0.546 2.16 0.93 60.0 0.48 0.55 <br />0.355 0.355 1.63 0.63 60.0 0.48 0.55 <br />0.141 0,619 1.65 0.91 75.0 0.69 0.65 <br />0.298 0.298 1.00 0.47 90.0 I. 36 0.93 <br />0.711 0.711 1.69 0.80 55.0 0.40 0.58 <br />0.235 0.235 1.08 0.59 60.0 0.48 0.55 <br />0.180 0.180 1.00 0.40 60.0 0.48 0.55 <br />5.475 12.977 <br /> <br />Sub-Bas 1 n <br />(Design Point) <br /> <br />*Basln parameters not developed due to lact of any polnt-of-~oncentratlon for either local or contributory <br />storm water runoff. <br /> <br />**Basln parameters other than Sub-basin Area represent composite sub-basins tributary to the design polnt- <br />of-concentration. <br /> <br />Note: Sub-basins A2a and A2b were combined for the determination of peak flows at Design Point A2b. Basin <br />Parameters for the combined Sub-basin are shown on page B-2 of Appendix B. <br /> <br />A-I <br />