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<br />. <br /> <br />. <br /> <br />. <br />j <br /> <br />Paragraph <br /> <br />1-01 <br />1-02 <br />1-03 <br />1-04 <br />1-05 <br /> <br />2-01 <br />2-02 <br />2-04 <br />2-06 <br />2-07 <br />2-08 <br />2-12 <br />2-13 <br /> <br />3-01 <br />3-02 <br />3-03 <br />3-04 <br />3-05 <br />3-06 <br />3-07 <br />3-08 <br />3-09 <br />3-10 <br />3-11 <br />3-12 <br />3-13 <br />3-14 <br />3-15 <br />3-17 <br />3-21 <br />3-24 <br /> <br />PHASE II GENERAL DESIGN MEMORANDUM <br />ARKANSAS RIVER AND TRIBUTARIES ABOVE JOHN MARTIN DAM <br />FOUNTAIN CREEK, PUEBLO, COLORADO <br /> <br />TABLE OF CONTENTS <br /> <br />PERTINENT DATA <br /> <br />I - GENERAL <br /> <br />Project Authorization <br />Purpose and Scope <br />Location of Project <br />Inves t ig at ion <br />Local Cooperation <br /> <br />II - PROJECT <br /> <br />Project Authorization <br />West Levee <br />East Levee <br />Channel Improvements <br />Recreation Facilities <br />Departures from the Phase I GDM <br />Bridge Modifications <br />Other Plans Investigated <br /> <br />III - HYDROLOGY AND HYDRAULICS <br /> <br />Hydrology-Interior Drainage <br />Discharge-Frequency Analysis <br />Coinc ident Flow <br />Area-Capacity Data <br />Ponding Area I <br />Drainage Area G <br />Ponding Area H <br />Drainage Areas Kl and K2 <br />Hydraulic General <br />Hydraulic Design-Procedural Summary <br />Hydraulic Losses <br />Standard Project Flood, Pre-Project Conditions <br />Standard Project Flood, Post-Project Conditions <br />Excavation <br />Levees and Channel Slope Protection <br />Freeboard and Protective Measures <br />Sedimentation - Channel Stability Analysis <br />Flood Warning System <br /> <br />i <br /> <br />Page <br /> <br />I-I <br />I-I <br />I-I <br />I-I <br />I-I <br /> <br />II-2 <br />II-2 <br />II-2 <br />II-3 <br />II-3 <br />II-4 <br />II-4 <br />II-4 <br /> <br />III-l <br />III-l <br />III-l <br />III-l <br />III-l <br />III-2 <br />IIl-2 <br />III-2 <br />1II-2 <br />1II-3 <br />III-3 <br />1II-3 <br />III-3 <br />III-4 <br />III-4 <br />1II-5 <br />III-5 <br />III-7 <br />