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<br />- - .. - - '- - - - - - - - - - - - - - <br /> <br />............,.........-........ <br />............................................................... <br />JtirilijjI <br /> <br />42 <br /> <br />Table ID-l (cont.) <br />Existing Facilities Inventory <br /> <br /> <br />Equalizer Lake Gated Outlet Structure <br />Five Gates; 4-foot 6-inch bays <br /> <br />Lake Loveland North Outlet (Dry Creek) <br /> <br />32 <br /> <br />33 <br /> <br />34 <br /> <br />35 <br /> <br />Condition: Poor; Capacity - 446 cfs <br /> <br />West 29th Street Bridge <br />Bottom Width 23-foot; Side Slopes 2: 1 <br /> <br />Control Structure at Railroad Crossing <br />Sta, 74+3 I <br /> <br />U.S. Highway 287 Bridge Sta. 43+51 <br />Bottom Width 40-foot; Side Slopes I: 1 <br /> <br />County Road No. I3E Sta. 1+50 <br />Bottom Width 2 I -foot; Side Slopes 1: I <br /> <br />Condition: Excellent; Capacity - 1,000 cfs <br /> <br />Condition: Poor; Capacity - 375 cfs <br /> <br />Condition: Excellent; Capacity - 1,000 cfs <br /> <br />Condition: Excellent; Capacity - 1,000 cfs <br /> <br />36 <br /> <br />Reservoirs and Related Structures <br /> <br />Lake Loveland Dam <br /> <br />Spillway not required based on incremental damage analysis accepted by the <br />SEO (1994). <br /> <br />37 <br /> <br />E:\G&LREPOR. WPD <br /> <br />Horseshoe Dam <br /> <br />The existing spillway has capacity slightly over 100-year flood, but <br />Horseshoe is a Class II dam and requires a larger 50% PMP spillway. The <br />existing spillway is in good condition. <br /> <br />11 <br /> <br />January 26, 1998 <br />