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HFC-PAS Plan I tart Brch River: Hartman Reach Retention Dam (Continued) _ <br /> Reach r River Sta T 0 Total Min Ch EI W.S Elev Crd W.S, E G.Elev E.G Slope Vet Chnl Flow Area Top Width Frcude N Chi <br /> hh - `1 ---- _ _. <br /> (of$) _ _(R) _ (ft) _.1 (ft)- (ft).� ) l ---=fu5) (aq K) ---�k� `_-- - :. <br /> Rtion Dam 60 2.55 3.95 4.51 5.73 0.050066 10.74 4.77 4.81 1.76 <br /> Retention Dam .80 _ 100.00 2.55 4.65 5.41 6.96 0.0352M 12.471 8.78 6.26 1.60 <br /> 1.39 <br /> Retention Dam -60 150.00 2.55 5.38 6.07 7.62 0.02385'8 12.89 13.66 T67 <br /> R.oRetention Dam -60 200A0 2.55 5.87 6.62 8.32 0.021339 13.49 17.69 8.66 1,34 <br /> n Dam -60 250.00 2.55 6.30 7.09 8.92 0.019855 14.18 21.54 9.51 1.34 <br /> Retention Dam � 300.00 2.55 6.68 7.53 9.45 0.018681 14.74 25.34 10.28 1.32 <br /> �'Ret Dam i-60 350.013 2.55 7.01 7.89 9.94 0.018127 15.34 28.85 10iMF 1. <br /> 32 <br /> R n Dam -60 400.00 2.55 7.34 8.24 10.37 0.017273 15.74 32.57 11.6D 1.30 <br /> (Retention Dam 60 1 500.00 2.55 7.92 8.89 11.15 0.016279 16.55 39.57 12.75 1.29 <br /> Retention Dam -60 _. 800.00 2.55 8.42 9.44 11.85 0.015676 17.25 48.22 13.76 1.29 <br /> R- n Dam -104 1 _ 50.00 0.00 1.33 1.89 3,17 0.055894 11.11 4.92 7.81 1.89 <br /> Retention Dam -104 100.00 N0O2 <br /> 70 2.42 4.38 0.064357 14.20 8.65 12.19 2.08 <br /> Retention Dam -104 - 150.00 95 2.75 5.11 0.088299 16.03 12.11 15.15 2.17 <br /> Retention Dam -104 200.00 14 3.04 5.73 0.069362 17.58 15.13 17.33 2.25 <br /> RI etention Dam •104 250.00 29 3.26 6.31 0.0730130 18.97 17.82 19.06 2.34 <br /> -- <br /> �eteraion Dam -104 300.00 43 3.46 6.88 0.072230 7 20.79 20.8012.36 <br /> Retention Dam -104 350.0054 3.64 7.21 0.078899 21.01 2299 22.01 2.RetentionRetentron Dam .104 40D0065 3.83 756 007713947 <br /> RetentionDam 104 Boo.00 .83 4.12 8.34 0.051184 232.Retention Dam -104 800.00 .99 4.37 9.00 0.053700 24.76 34.18 27.32 2.64 <br />