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Summer 2019 Seawall Reconstruction Presentation 2019 NVC Annual - PowerPoint PPT Presentation

Summer 2019 Seawall Reconstruction Presentation 2019 NVC Annual Meeting Article No. 7 Seawall repair/replacement. To see if the Northport Village Corporation will vote to authorize a majority of the Overseers of the Corporation to borrow on


  1. Summer 2019 Seawall Reconstruction Presentation

  2. 2019 NVC Annual Meeting Article No. 7 • Seawall repair/replacement. To see if the Northport Village Corporation will vote to authorize a majority of the Overseers of the Corporation to borrow on behalf of the Northport Village Corporation a principal amount not to exceed $1,600,000, and to issue and sell general obligation bonds or notes of the Northport Village Corporation for that purpose to fund the repair / replacement of the seawalls extending from the boat ramp to the far side of the yacht club which protect the shoreline, causeway, and sewer treatment building and related site work. Such bonds and notes to be issued upon such further terms or conditions as may be determined by a majority of the Overseers of the Northport Village Corporation, and further to authorize the overseers to accept and expend federal or state grants, execute any and all contracts and documents and take any and all actions necessary or convenient to issue the bonds or notes of the Northport Village Corporation and accomplish the Project. of the Northport

  3. Seawall Discussions Prior to 2019….. • Discussion going on for 10+ years • Previous design more than 5 years ago by wharf designer was rejected as not considering all options • 2016 inspection report….”useable but decaying condition”…”hesitant” to provide a life expectancy because of storm potential • 2016 report introduced options A-H 2016 report in

  4. 2016 Options A-H, plus “I” - Hybrid • Looked at Option A – “Do nothing” • Eventually crib will disintegrate and erode to an approximate slope of 4-6:1. Even at 6:1 it will not be stable and subject to future erosion issues. At 6:1 the erosion will eat into about 50 feet into the park and inhibit access to the causeway, if it is not destroyed as well. • Option A – not recommended • Options B, D, E, F, G, H, & I – carried forward

  5. Design Team – Multiple Specialists • Milone and MacBroom • Landmark Corporation Surveyors & Engineers • Pinnacle Engineering • Prock Marine Prock Marine

  6. Design – Comparison of Relative Costs

  7. Design – Comparison of Relative Costs

  8. Design – Comparison of Relative Costs

  9. Recommended Alternative in 2018

  10. NVC 2018 Annual and Subsequent Meetings • Some prefer a vertical wall option even if it will cost more • Carried two designs to 50% in 2019

  11. 2019 Seawall 50% design • Looked at “revetment” and “seawall” options • Considered capital costs, life expectancy • Examined how it would fit into the existing Infrastructure • Developed Article of Annual Meeting Annual Meetin

  12. Background Terms • Define “Seawall” • Define “Revetment” • Define “Long-Lasting” • Define “Site Design”

  13. Background Terms • Define “Seawall” • Define “Revetment” • Define “Long-Lasting” • Define “Site Design”

  14. Seawall in Ruggles Park • Often think of seawall as the vertical wooden wall(s) by ramp • In reality, A seawall is anything that is used to “wall-off” the land from the sea

  15. Background Terms • Define “Seawall” • Define “Revetment” • Define “Long-Lasting” • Define “Site Design”

  16. Background Terms • Define “Seawall” • Define “Revetment” • Define “Long-Lasting” • Define “Site Design”

  17. Revetment Definition • re·vet·ment (n) a retaining wall or facing of masonry or other material, supporting or protecting a rampart, wall, etc. • All “seawalls” are “revetment”

  18. Background Terms • Define “Seawall” • Define “Revetment” • Define “Long-Lasting” • Define “Site Design”

  19. Background Terms • Define “Seawall” • Define “Revetment” • Define “Long-Lasting” • Define “Site Design”

  20. “Long-Lasting” Definition • Wood walls 25+ years • Granite walls w/ pins 50+ years • Rip-rap 50+ years • Maintenance different on each

  21. Background Terms • Define “Seawall” • Define “Revetment” • Define “Long-Lasting” • Define “Site Design”

  22. Background Terms • Define “Seawall” • Define “Revetment” • Define “Long-Lasting” • Define “Site Design”

  23. “Site Design” Work • The circle will needed to be rebuilt • Wooden wall is actually a crib and buried into the hill • The vertical boards are nailed into the crib • At least half of the circle will be torn up to remove the old cribbing buried behind the vertical boards

  24. “Site Design” Work • Approximate minimum limits of site staging area/reconstruction area

  25. “Site Design” Work • The Selected Pre- Design – Option 3 from last summer includes: • Parking, • Sitting area, & • Accommodates either the vertical or sloped wall sloped wall

  26. “Site Design” Work • Pre-design did not include any significant grading yet • Therefore, no additional consideration for land based runoff erosion

  27. “Site Design” Work • Currently no storm drains in the staging area, none below circle

  28. “Site Design” Work • Runoff overflows current wall, boat ramp, northern kneewall, and rip-rap

  29. “Site Design” Work • Current, Existing Conditions

  30. “Site Design” Work • Future, Sloped Revetment Conditions

  31. “Site Design” Work • Future, Vertical Revetment Conditions

  32. Vertical Wall Design Plan, Elevation & Cross Section • Plan

  33. Vertical Wall Design Plan, Elevation & Cross Section • Plan

  34. Vertical Wall Design Plan & Cross Sections • Plan

  35. Sloping Wall Design Plan & Cross Sections • Plan

  36. Sloping Wall Design Plan & Cross Sections • Plan

  37. Final Design Details Remaining • Design at 50% • Conditions still TBD in final design are “circled” in grey • The arrow points to Pandora’s Box

  38. Extent of Work • How does the new wall fit into the existing causeway “Wall”?

  39. Extent of Work • How does the new wall fit into the existing causeway “Wall”?

  40. Extent of Work • Looks like granite wall from the top • Eroding and collapsing • No way to tie in new wall

  41. Extent of Work • How does the new wall fit into the existing causeway “Wall”?

  42. Extent of Work • How does the Southside of the causeway compare to the north? • Even more bowed and problematic • More rock settlement settlement

  43. Extent of Work • How does the Southside of the causeway compare to the north? • Even more bowed and problematic

  44. Extent of Work • How does the Southside of the causeway compare to the north? • Even more bowed and problematic

  45. Extent of Work • How does the Southside of the causeway compare to the north? • Even more bowed and problematic

  46. Extent of Work • How does the Southside of the causeway compare to the north? • Even more bowed and problematic

  47. Extent of Work • How does the Southside of the causeway compare to the north? • Even more bowed and problematic

  48. Extent of Work • How does the Southside of the causeway compare to the north? • Even more bowed and problematic

  49. Extent of Work –Piling Option? • Driven in to hold back land

  50. Extent of Work – What do we want? • How does the Southside of the causeway compare to the north? • Even more bowed and problematic

  51. Extent of Work – What do we want? • How does the Southside of the causeway compare to the north? • Even more bowed and problematic

  52. Extent of Work – What do we want? • How does the Southside of the causeway compare to the north? • Even more bowed and problematic

  53. Extent of Work – What do we want? • How does the Southside of the causeway compare to the north? • Even more bowed and problematic

  54. Extent of Work – What do we want? • How does the Southside of the causeway compare to the north? • Even more bowed and problematic

  55. Alternatives Considered and Potential Costs • How does the Southside of the causeway compare to the north? • Even more bowed and problematic

  56. 2019 NVC Annual Meeting Article No. 7 • Seawall repair/replacement. To see if the Northport Village Corporation will vote to authorize a majority of the Overseers of the Corporation to borrow on behalf of the Northport Village Corporation a principal amount not to exceed $1,600,000, and to issue and sell general obligation bonds or notes of the Northport Village Corporation for that purpose to fund the repair / replacement of the seawalls extending from the boat ramp to the far side of the yacht club which protect the shoreline, causeway, and sewer treatment building and related site work. Such bonds and notes to be issued upon such further terms or conditions as may be determined by a majority of the Overseers of the Northport Village Corporation, and further to authorize the overseers to accept and expend federal or state grants, execute any and all contracts and documents and take any and all actions necessary or convenient to issue the bonds or notes of the Northport Village Corporation and accomplish the Project. of the Northport

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