Baird, W.F. and Associates Coastal Engineering Ltd. Detailed Study ...

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7.1 Site #11 Beaches......................................................................................................................225 7.1.1 Presqu’ile Provincial Park .................................................................................................225 7.1.2 Sandbanks Provincial Park................................................................................................226 7.1.3 Southwick Beach State Park ..............................................................................................227 7.1.4 Hamlin Beach State Park...................................................................................................228 7.2 Economic Impacts of Beaches ...............................................................................................230 7.3 Sandbanks and Hamlin Beach Survey .................................................................................231 REFERENCES ................................................................................................... 238 Baird & Associates Table of Contents Detailed Study Sites for the Coastal Performance Indicators
LIST OF TABLES Table 3.1 Historical Recession Rates for an Unprotected Section of Reach 1277 .......................53 Table 3.2 Historical Recession Rates for Unprotected Sections of Reach 1319 ...........................62 Table 3.3 Historical Bluff Recession Rates for Reach 860............................................................71 Table 3.4 Summary of Ten Erosion Sites from NYPA Study .........................................................86 Table 4.1 Peak Design Water Levels a ...........................................................................................112 Table 4.2 HRCA Database for Study Site #16 (Walkers Line to Appleby Line, Burlington, Ontario) ........................................................................................................................................113 Table 4.3 HRCA Database for Study Site #17 (Coronation Park, Oakville, Ontario).................113 Table 4.4 Summary of Structure Type as a Percentage of Frontage (length) for the Study Site120 Table 4.5 Crest Height and Toe Elevation for all Structure Types at Study Sites .......................120 Table 4.6 Unit Costs for Shore Protection Construction Materials .............................................121 Table 4.7 Conceptual Design Details from Dominant Structure Types in Study Site #16 ..........123 Table 4.8 Total Protection Cost and Potential Costs to Adapt Stability Only (crest and toe elevations unchanged) a b .............................................................................................127 Table 4.9 Individual Parcel Costs and Potential Costs to Adapt Stability and Crest Elevation (toe unchanged) a b ...............................................................................................................................128 Table 4.10 Effect of Assumed Toe Elevation on Total Shore Protection Costs a ......................131 Table 4.11 Effect of Assumed Crest Elevation on Total Shore Protection Costs a b ..................133 Table 4.12 Effect of Assumed Toe Elevation on Total Shore Protection Costs a ......................134 Table 6.1 Wave Conditions for Two Historical Storms at ELO (conditions at 10 m depth contour)201 Table 7.1 Estimated Expenditures for Beach Visitors at Sandbanks Provincial Park in 2002...230 Baird & Associates Table of Contents Detailed Study Sites for the Coastal Performance Indicators
Page 1 and 2: DETAILED STUDY SITES FOR THE COASTA
Page 3 and 4: TABLE OF CONTENTS 1.0 INTRODUCTION
Page 5: 4.1 Site #16 (Walkers to Appleby Li
Page 9 and 10: Figure 2.14 Typical Nearshore and B
Page 11 and 12: Figure 3.48 Cumulative Bluff Recess
Page 13 and 14: Figure 5.10 US7 Shore Unit Map and
Page 15 and 16: Figure 6.20 Barrier Ridge and Chann
Page 17 and 18: 1.0 INTRODUCTION The Coastal Techni
Page 19 and 20: 1.2.2 Lake Levels for Legacy Plans
Page 21 and 22: 1.2.5 Climate Change Supplies with
Page 23 and 24: 1.3 Shore Units, Counties and Regio
Page 25 and 26: develop the lakewide evaluation fun
Page 27 and 28: 1.6 Lakewide Assessment with FEPS T
Page 29 and 30: 2.0 FLOODING SITES Section 2.0 is d
Page 31 and 32: Figure 2.2 Nearshore Portion of a C
Page 33 and 34: Figure 2.4 Time Series Runup Predic
Page 35 and 36: Figure 2.6 Time Series Overtopping
Page 37 and 38: Figure 2.7b Aerial View of Study Si
Page 39 and 40: Figure 2.9c Runup Events for Plan 1
Page 41 and 42: 2.3 Site #2 - Sandy Harbor Beach Sa
Page 43 and 44: The survey confirms the visual obse
Page 45 and 46: listed in order of peak runup eleva
Page 47 and 48: 2.4 Site #4 - Edgemere Drive The Ed
Page 49 and 50: seawalls, the homes are susceptible

Baird, W.F. and Associates Coastal Engineering Ltd. Detailed Study ...

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