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<br />TABLE 3 <br />MINOR BASIN VALUES <br />Rainfall Runoff Q Peak Volume <br />Basin Area L H CN 10 25 10 25 Tc* QP 10 25 10 Sed <br />(Ac) (ft) (ft) (in} (in) (in) (in) (hr) (cfs) (efs) (Acft)(Acft) <br />1 102.0 4,100 55D ' 1.80 2.20 0.65 0.95 0.17 781 81 116 <br />2 37.9 2,450 175 1.80 2.20 0.56 0.83 0.15 771 26 38 1.77 3.79 <br />3 14.1 1,600 150 83 1.80 2.20 0.56 0.83 0.1 991 12 18 0.66 1.41 <br />4 10.6 1,500 175 87 1.80 2.20 0.75 1.07 0.1 991 12 18 0.66 1.06 <br />5 8.1 1,200 210 83 1.60 2.20 0.56 0.83 0.1 991 7 10 0.38 0.81 <br />6 7.7 900 125 82 1.80 2.20 0.52 0.78 0.1 991 6 9 0.33 0.77 <br />7 2.5 200 60 81 1.80 2.20 0.48 0.74 0.1 991 2 3 0.10 0.25 <br />8 27.7 900 350 83 •1.80 2.20 0.56 0.83 0.1 991 24 36 1.30 2.77 <br />9 8.0 850 260 85 1.80 2.20 0.65 0.95 0.1 991 8 11 0.43 0.80 <br />* 10 9.3 1,100 210 85 1.80 2.20 0.65 0.95 0.1 991 9 14 0.50 0.93 <br />11 5.0 900 40 84 1.80 2.20 0.61 0.89 0.1 991 S 7 0.25 0.50 <br />12 6.6 1,000 150 84 1:80 2.20 0.61 0.89 0.1 991 6 9 0.34 0.66 <br />13 4.5 500 125 85 1.80 2.20 0.65 0.95 0.1 991 5 7 0.24 0.45 <br />14 6.5 800 90 81 1.80 2.20 0.48 0.74 0.1 991 5 7 0.26 0.65 <br />15 2.1 600 120 81 1.80 2.20 0.48 0.74 0.1 991 2 2 0.08 0.21 <br /> 2.8 500 125 84 1.80 2.20 0.61 0.89 0.1 991 3 4 0.14 0.28 <br /> ELIMINATED <br />18 ELIMINATED <br />19 19.4 1,800 350 79 1.80 2.20 0.41 0.64 0.1 991 12 19 0.66 1.94 <br />20 0.4 150 90 81 1.80 2.20 0.48 0.74 0.1 991 1 1 - - <br />D F1 4.8 700 150 84 1.80 2.20 0.61 0.89 0.1 991 5 7 0.24 0.48 <br />D F2 2.3 400 35 70 1.80 2.20 0.17 0.32 0.1 991 1 1 0.03 0.23 <br />D F3 1.7 500 50 79 1.80 2.20 0.41 0.64 0.1 991 1 ~ 0.06 0.17 <br /> -r~ <br />*A Tc = 0.1 hr was considered as a minimum for these calculations. <br />** Basin 10 PMP Flow is 36 efs. <br />Note: Drainage basins are delineated on the 1 inch = 200 feet plan view. <br />