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• <br />• <br />• <br />Table 2 Collom Access Road, Drainage Area and Curve Number for Culverts A through T <br />Jumper Sagebrush Grassfsnd, p>> <br />Cui�ert <br />Undis #urb <br />Drainage <br />Area <br />acres <br />= <br />a <br />Roaid <br />Station ` <br />Acres <br />'� E <br />CN p T3 X <br />(MesFct& <br />Xenc <br />Acres F <br />„. <br />CN 6 <br />Bottotii %anal, <br />8 IV1SX a�paa <br />Acres <br />CN-5T' <br />4 31 Raad <br />p�ainafg�, r <br />.Disturbed <br />M a <br />CN 85 <br />" <br />Toil <br />:A & ores <br />u <br />Area <br />Weighted <br />Curve <br />Number <br />A <br />74.4 <br />9 +06.6 <br />11.2 <br />52.1 <br />11.2 <br />N/A <br />74.4 <br />64 <br />B <br />51.9 <br />35 +88.9 <br />49.3 <br />2.6 <br />N/A <br />51.9 <br />63 <br />C <br />68.8 <br />49 +37.7 <br />1.4 <br />61.9 <br />5.5 <br />N/A <br />68.8 <br />63 <br />D <br />121.8 <br />78 +04.8 <br />24.4 <br />91.4 <br />6.1 <br />2.34 <br />124.1 <br />65 <br />E <br />30.6 <br />91 +84.0 <br />24.5 <br />5.8 <br />0.3 <br />3.55 <br />34.2 <br />72 <br />F <br />12.4 <br />107 +58.4 <br />11.2 <br />1.2 <br />1.16 <br />13.6 <br />73 <br />G <br />16.0 <br />114 +35.1 <br />14.4 <br />0.2 <br />1.4 <br />0.80 <br />16.8 <br />72 <br />H <br />63.7 <br />119 +05.2 <br />51.0 <br />6.4 <br />6.4 <br />0.66 <br />64.4 <br />71 <br />1 <br />24.0 <br />122 +92.3 <br />16.8 <br />4.8 <br />2.4 <br />1.65 <br />25.6 <br />70 <br />J <br />17.9 <br />132 +64.6 <br />16.1 <br />1.8 <br />0.65 <br />18.6 <br />72 <br />K <br />32.4 <br />136 +37.3 <br />30.5 <br />1.3 <br />0.6 <br />2.05 <br />34.5 <br />73 <br />L <br />24.2 <br />148 +52.3 <br />23.0 <br />1.2 <br />0.47 <br />24.7 <br />72 <br />M <br />15.5 <br />151+22.6 <br />15.5 <br />1.54 <br />17.0 <br />74 <br />N <br />113.4 <br />160 +17.2 <br />90.7 <br />21.5 <br />1.1 <br />2.67 <br />116.1 <br />71 <br />O <br />24.7 <br />175 +88.8 <br />19.8 <br />4.9 <br />0.67 <br />25.4 <br />71 <br />P <br />19.6 <br />179 +65.1 <br />6.9 <br />12.7 <br />1.31 <br />20.9 <br />68 <br />Q <br />15.6 <br />187 +50.6 <br />4.7 <br />10.9 <br />1.12 <br />16.7 <br />67 <br />R <br />18.4 <br />194 +05.7 <br />1.8 <br />14.7 <br />1.8 <br />0.99 <br />19.4 <br />65 <br />S <br />39.7 <br />199 +60.3 <br />23.8 <br />15.9 <br />2.04 <br />41.7 <br />62 <br />T <br />36.5 <br />246 +88.7 <br />21.9 <br />14.6 <br />N/A <br />36.5 <br />61 <br />Exh. 24 -1 -7 Revision Date: 03/25/10 <br />Revision No.: PR -03 <br />