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<br />I <br /> <br />I <br /> <br />I <br /> <br />The 100- and 500-year existing conditions flood boundaries for the revised HEC-2 model were assumed to <br />be similar to those delineated on the Pipestone Flood Insurance Rate Map (FIRM). A reduced copy of the <br />FIRM is included in this appendix. A work map showing the locations of the HEC-2 cross-section is also <br />included in this appendix, <br /> <br />I <br />i I <br />I <br />I <br />'I <br /> <br />Additional information regarding the hydraulic analysis can be found in the text of the overall problem <br />identification report. The items shown in the list below are included in this appendix as supporting <br />documentation for this portion of the work. <br /> <br />I) Existing Conditions Water Surface Profiles Plot <br />2) Existing Conditions Water Surface Elevations Table <br />3) Existing Conditions Stage, Discharge Rating Curves <br />4) Reduced Copy of Flood Insurance Rate Map for Pipestone <br />5) Work Map Showing Study Cross-Sections <br />6) HEC-2 (hec2bpr) Model Output for Rock River Existing Conditions <br /> <br />I <br />I <br />I <br />I <br />Ib <br />I <br />I <br />I <br />I <br />I <br />I <br />