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Water Project Construction Loan Program - Project Data Borrower: Wood Lake Mutual Water and Irrigation Company (WLlC) County: Weld . Project Name: Angel Lake Project Type: Outlet & Spillway Repair Drainage Basin: South Platte Water Source: Larimer Weld (Eaton) Ditch Total Project Cost: $234,000 Funding Sources: CWCB, WLlC Type of Borrower: Agricultural Aver. Delivery: 848 acre-feet CWCB Construction Fund Loan: $212,706 (incl. 1 % loan fee) Interest Rate: 2.50% Term: 30 years WLlC irrigates about 2,150 acres in northern Colorado, in Weld County north of Greeley. WLlC facilities are located approximately 5 miles west of Eaton, and 2 miles east of Severance on Weld County Road 74, and consist of Wood Lake (3,235 AF), Angel Lake (424 ac-ft with refill), and Meyers Lake (600 ac-ft.), and approximately 5 miles of unlined ditch. WLlC's decreed water right for Angel Lake is for 424.7 acre-feet with a refill, for a total 848 acre-feet. Total delivery from all WLlC sources is about 6,700 AF. WLlC receives its storage water for irrigation through the Larimer & Weld (Eaton) Ditch. The Angel Lake dam is approx. 2000 feet in length with a crest width of 50 feet (including roadway) and a max. height of about 16 feet. The dam is located on the south and east sides of the reservoir with the outlet located on the south side. A portion of the dam is also the roadway embankment for WCR 74. Both the Angel Lake outlet conduit and spillway conduits are in poor condition, and need repair/replacement to avoid future SEa storage restriction. The outlet is an 18-inch clay pipe which has reached its usable life span, and the service spillway conduit is an . 18-inch clay pipe that is in very poor condition. The proposed project will address deficiencies to meet the current standards and requirements of the SEa with full replacement of the outlet works and service spillway. Work will include breaching the dam embankment and removing the existing outlet works; replacing the existing outlet with 30-inch dia. concrete pipe; control structures including the intake structure with gate, gate tower with control gate, and energy dissipation outlet structure; installation of a toe drain to intercept seepage; construction of a service spillway incorporated into the outlet works to pass the 1 OO-year storm; and placement of riprap and bedding on the upstream face of the dam in the breach area and at the energy dissipation structure. Galeton Gill .