26 October 2010 Public Meeting Presentation New Orleans East

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Relief Wells Storm Event Water Level (Top of Wall) I-Wall IHNC Sheet Pile – Cut Off Wall Inspection Wells Normal Water Level Collection Pipe Elevation Varies Discharge Line Sand to Elevation Sand -43.0’ Layer Sand Layer • Thickness and depth of sand layer varies • Location and number of wells is based on geotechnical analysis 34 Perforated Pipe BUILDING STRONG ® Drawing Not to Scale
Relief Wells For Intercepting Seepage Inner Harbor Navigation Canal – West Wall 35 BUILDING STRONG ®
Page 1 and 2: New Orleans East - Construction Upd
Page 3 and 4: BUILDING STRONG ® 3
Page 5 and 6: National Environmental Policy Act
Page 7 and 8: LPV 105: Lakefront Airport Project
Page 9 and 10: LPV 107: Lincoln Beach Levee & Gate
Page 11 and 12: LPV 109 (Southpoint to CSX Railroad
Page 13 and 14: New Orleans East - Sand Drainage Bl
Page 15 and 16: LPV 111.01: CSX RR to Michoud Canal
Page 17 and 18: New Orleans East - Deep Soil Mixing
Page 19 and 20: New Orleans East - IHNC North Flood
Page 21 and 22: IHNC-Lake Borgne Surge Barrier BUIL
Page 23 and 24: IHNC Lake Borgne Surge Barrier 23
Page 25 and 26: Inner Harbor Navigation Canal Lake
Page 27 and 28: IER Supplemental 11b -Tier 2 Borgne
Page 29 and 30: Project Overview of Proposed Action
Page 31 and 32: Proposed Construction Schedule Con
Page 33: Deep Soil Mixing For Soil Strengthe
Page 37 and 38: Buttress Wall Proposed Buttress Sla
Page 39 and 40: Currently Available for Public Revi
Page 41 and 42: Opportunities for Public Input •
Page 43: 43 BUILDING STRONG ®

26 October 2010 Public Meeting Presentation New Orleans East

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