How To Rehabilitate A Dam In A Lake Dike

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1 Herbert Hoover Dike Rehabilitation Reach 1 Construction Reaches 2 and 3 Major Rehabilitation Report

2 Briefing Purpose Provide a status update of the HHD rehabilitation project and a description of the upcoming Major Rehabilitation Report for Reaches 2 and 3

3 HHD Rehabilitation Project purpose: Rehabilitate HHD to authorized levels of flood protection Public safety is Corps highest priority

4 N 8 INDIAN PRAIRIE CANAL Okeechobee KISSIMMEE RIVER 5 OKEECHOBEE NUBBIN SLOUGH Martin 7 HHD Rehabilitation 6 Glades ST. LUCIE CANAL FISHEATING CREEK 4 MOOREHAVEN Reach Boundary Town/City Lake Okeechobee SAND CUT CALOOSAHATCHEE RIVER CLEWISTON LAKE HARBOR Hendry 2 PORT MAYACA SAND CUT CANAL POINT PAHOKEE BELLE GLADE SOUTH BAY 3 Palm Beach 1 Reaches in miles Project Priorities Reach 1, 2, 3 High

5 Reach 1 Rehabilitation Conceptual Design Lake Dike Seepage Berm Current ROW Widened Seepage Berm Peat Sands Limestone Layers Sands Drain Swale Existing Toe Ditch Drain Swale Cutoff Wall ( 5-10 below limestone) Relief Well Soil Replacement Wedge Confining Layer 150 below surface NOT TO SCALE

6 Reach 1 Status Update Cut-off wall construction Dike sections near Port Mayaca, Pahokee and Belle Glade 11 of 22 miles under contract Over ¾ mile completed Design of landside features Under consideration: seepage berm, relief wells, sand drains, soil replacement wedges Construction start 2011 Toe ditch fill Completion scheduled for 2009

7 Reaches 2 and 3 Major Rehab Report (MRR) currently being prepared Components Systems analysis Risk assessment Geotechnical modeling Conceptual designs

8 Reaches 2 and 3 MRR Systems analysis 2000 MRR approved the rehabilitation of HHD Reaches 2 and 3 MRR - In addition to rehabilitation, other alternatives must be considered at USACE HQ request Alternatives Containment - Cut-off wall & landside features (similar to Reach 1) Removal Release Flood proofing No action

9 Reaches 2 and 3 MRR Systems analysis (cont.) Alternatives evaluated based on impacts to Health and safety (including authorized level of flood protection) Environment Economics Real estate Costs

10 Reaches 2 and 3 MRR Risk assessment Purpose is to build model to determine which fixes are needed to reduce risk levels Performed by nationwide team of experts Corps offices with significant dam safety experience Pittsburgh, Huntington, Sacramento, Chicago Engineering Research and Development Center (ERDC) Academic experts in safety/risk assessment Dr. Bowles, Utah State University Under evaluation Event tree Analysis of failure modes of HHD: structural, geotechnical Risk to life and property Hydrology & hydraulics analysis: in-flows to Lake Okeechobee modeling, wave run-up

11 Reaches 2 and 3 MRR Geotechnical models Lessons from Katrina Designs with resilience, redundancy, reliability Consider geotechnical conditions of dike and adjacent land, land use Combination of cut-off wall and landside features such as seepage berm, relief wells, sand drains, soil replacement wedges

12 Reaches 2 and 3 MRR Conceptual design Features: cut-off wall, seepage berm, relief wells, sand drains, soil replacement wedges Evaluation of features based on geology and land use

13 Questions? HHD Rehabilitation

Understanding the Herbert Hoover Dike Rehabilitation Spillway, Plan 6 and EAA Storage Flow way Alternatives

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