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::~ Table 3.5-2 - Design Criteria for Peak Flow <br /> Subwatershe d Curve <br /> Culvert Conditions Acres Number <br /> <br /> E-1 Undisturbed Previous Spoil Area 109.62 79 <br /> E-2 Undisturbed Previous Spoil Area 31.62 79 <br />• E-3 Undisturbed Previous Spoil Area 42.99 79 <br /> E-4 Undisturbed Previous Spoil Area 16.59 79 <br /> E-5 Undisturbed Previous Spoil Area 40.52 79 <br /> E-6 Undisturbed Previous Spoil Area 115.77 79 <br /> Undisturbed Previous Spoil Area - E-5 40.52 79 <br /> Undisturbed Previous Spoil Area - E-4 16.59 79 <br /> E-7 Undisturbed Previous Spoil Area 30.76 79 <br /> Undisturbed Previous Spoil Area - E-3 42.99 79 <br /> E-8 Undisturbed Previous Spoil Area 5.05 79 <br /> Undisturbed Previous Spoil Area - E-2 31.62 79 <br />• E-12 B <br />A <br />- ked <br />P 5 <br />68 89 <br /> are <br />rea ac . <br /> SK-1 Reclaimed, Undisturbed and Shop Area 24,91 75 <br /> SK-2 Undisturbed Area 3.27 53 <br /> SK-3 Undisturbed Area 2,75 53 <br /> SK-5 Undisturbed Area 6.37 53 <br /> C-1 Undisturbed and Reclaimed Area 260.22 64 <br /> Reclaimed, Undisturbed and Shop Area - SK-1 24.91 75 <br /> Undisturbed Area - SK-2 3.27 53 <br /> Undisturbed Area - SK-3 2.75 53 <br /> C-2 Undisturbed Area 138.80 53 <br /> Spoil Area 94.25 79 <br /> Spoil Area 61.26 79 <br /> Undisturbed Area - SK ;S 6.37 53 <br /> C-3 Bare Area - Packed 3.41 89 <br /> <br /> Mid-term '94 3.5-Sc November 18, 1994 <br />