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Figure 9, Runoff Volume for a 10 Year, 24 Hour Storm <br />6.00 <br />U <br />Q <br />5.00 <br />Cap ac, <br />c p p2 <br />c <br />U° 4.00 p <br />a _ CN -ftlac <br />Q 0 0, <br />o <br />0 3.00 <br />cNI Ottlac <br />0 0158 <br />vcN aC ftlac <br />2.00 —n-0 127 <br />CUCN=76 <br />CO 0.0100 ac-ft/ac <br />a <br />�5 1.00 CN --72 <br />CIT - <br />Q) <br />cc <br />CN -67 <br />0.00 CN = 62 <br />0 20 40 60 80 100 120 140 160 180 200 <br />Drainage Area, Acres <br />27 <br />