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I I I I I I I I I I I I I I I I I B,3 Proposed Improvements C. Windsor Reservoir No, 8 and No, 8 Annex C. I Existing Facilities ' C.2 Deficiencies C. 3 I.'roposed Improvements C.3, I Reservoir No, 8 C.3,2 No, 8 Annex D, Elder I Reservoir D, 1 Existing Facilities D ,2 Deficiencies D,3 Proposed Improvements E. Cobb Lake Reservoir E, I Existing Facilities ' E,2 Deficiencies E,3 Proposed Improvements E.3,1 Inlet Structures E,3,2 Dam Outlet Conduit E. 3,3 Downstream Outlet Pipeline F. Big Windsor Reservoir F.I Existing Facilities . F,2 Deficiencies F,3 Proposed Improvements G. Pipeline from Jackson Latera! to Terry Lake, G, I Existing Facilities ' G,2 Proposed Improvements Part I1--Geologic Conditions A, I Geotechnical Investigations, A,2 Soil and Rock Descriptions, A,3 Geology A.4 Seismological Consideration A.S Geotechnical Evaluation A,6 Hydrologic and Hydraulic Evaluation A.7 Sedimentation Chapter VI: Estimated Costs , A. Costs of Construction A,l Poudre Valley Canal A,2 Douglas Reservoir, A,3 Windsor Reservoir No,8 and No,8 Annex A.4 Elder Reservoir A,S Cobb Lake Reservoir A,6 Big Windsor Reservoir A.7 Pipeline from Jackson Lateral to Terry Lake B. Total Project Cost B.I Recommended Alternatives, B,2 Total Cost . B.3 Fund Requirement Schedule Chapter VII: Project Evaluation ~ ~ V-9 V-9 V-1O V-1O V-I! V-II V-12 V-13 V-13 V-14 V-14 V-IS V-IS V-16 V-16 V-17 V-17 V-18 V-19 V-19 V-19 V-20 V-21 V-2S V-25 V-2S Vl-I Vl-l VI-I VI-I Vl-2 VI-3 VI-3 VI-4 Vl-S VI-6 VI-6 VI-8 VI-8 VI1-1 V-6 V-7 V-7 V-8 V-8 V-8 V-9