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Haley & Aldrich, Inc. 1

Elevated Roadway – Proposed Alignment

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Elevated Roadway – Proposed Alignment. APPROXIMATELY 400 FT IN LENGTH. Elevated Roadway – Abutment Longevity. Western abutment is ~92 ft from existing shoreline Local erosion rates are ~0.92 ft/year This gives western abutment ~100 years - PowerPoint PPT Presentation

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Page 1: Elevated Roadway – Proposed Alignment

Haley & Aldrich, Inc.1

Page 2: Elevated Roadway – Proposed Alignment

Haley & Aldrich, Inc.2

Elevated Roadway – Proposed Alignment

APPROXIMATELY 400 FT IN LENGTH

Page 3: Elevated Roadway – Proposed Alignment

Haley & Aldrich, Inc.3

Elevated Roadway – Abutment Longevity

• Western abutment is ~92 ft from existing shoreline

• Local erosion rates are ~0.92 ft/year

• This gives western abutment ~100 years

• Glacial Till knob at Money Hill and boulders may decrease erosion pace

Page 4: Elevated Roadway – Proposed Alignment

Haley & Aldrich, Inc.4

Elevated Roadway – Abutment Longevity

• Eastern abutment is ~150 ft from existing shoreline and high water line

• Local erosion rates are ~1.41 ft/yr

• This gives eastern abutment >100 years

• Remaining parking lot and revetment may decrease erosion pace

Page 5: Elevated Roadway – Proposed Alignment

Haley & Aldrich, Inc.5

Elevated Roadway – Deck Longevity

• 2013 draft FEMA flood elevation for the proposed causeway area is El. 15.0.

• Causeway deck is proposed at El. 15.0.

• The causeway is designed to withstand wave forces up to El. 15 in case the deck is temporarily overtopped in a storm event.

TOP OF RAILING, EL. 19.0