Town Board Meeting
Town Board Attachment 2024.07.03

Alternatives Analysis Presentation 070324

July 3, 2024 · 5 min read · extracted text · View original

East Branch Shipbuilder’s Creek Remediation Engineering Alternatives Analysis PREPARED BY: BARTON & LOGUIDICE

July 3, 2024

Agenda I.

Shipbuilder’s Creek and Infrastructure Condition

II.

Alternatives Analysis

III.

I.

In-Place Sewer Rehab with Localized Stream Restoration

II.

In-Place Sewer Rehab with Comprehensive Stream Restoration

III.

15” Sewer Realignment with Localized Stream Restoration

IV.

8” Sewer Relocation with Localized Streambank Stabilization

Recommendations

EAST BRANCH SHIPBUILDER’S CREEK

Alternative 1: In-Place Sewer Rehab with Localized Stream Restoration Summary: • CIPP lining of 150 LF of 15” and 385 LF 8” pipe with concrete encasement of pipe within stream extents • 650 linear feet of stream channel restoration and bank stabilization with minor alignment changes; use combination of ‘soft’ and ‘hard’ restoration techniques to protect infrastructure Draft Costs: • Sewer: $150,000 • Stream: $530,000 • Total: $670,000

Alternative 1: In-Place Sewer Rehab with Localized Stream Restoration

Alternative 1: In-Place Sewer Rehab with Localized Stream Restoration Permitting: • Joint Application for Section 404 and Article 15 Protection of Water Permits (USACE and DEC) Funding: • (WQIP) Non-Agricultural Nonpoint Source Abatement and Control • Maximum Award of $1,000,000 requiring 25% local match Other Implications: • Requires access to manholes for lining (least intrusive alternative) • Repairing existing infrastructure – most likely easiest permitting alternative • Hydraulic analysis of floodplain to confirm ‘no rise’ in Base Flood Elevations

Alternative 2: In-Place Sewer Rehab with Comprehensive Stream Restoration Summary: • CIPP lining of 150 LF of 15” and 385 LF 8” pipe with concrete encasement of pipe within stream extents • 1,800 linear feet of geomorphic stream restoration and floodplain reconnection between Five Mile Line and Lindsey Circle; uses natural restoration techniques and limits ‘hard’ bank protection to critical infrastructure locations Draft Costs: • Sewer: $150,000 • Stream: $940,000 • Total: $1,090,000

Alternative 2: In-Place Sewer Rehab with Comprehensive Stream Restoration

Alternative 2: In-Place Sewer Rehab with Comprehensive Stream Restoration Permitting: • Joint Application for Section 404 and Article 15 Protection of Water Permits (USACE and DEC) Funding: • (WQIP) Non-Agricultural Nonpoint – Multiple Project Categories • Maximum Award of $4,000,000 requiring 25% local match Other Implications: • Requires access to manholes for lining (least intrusive alternative) • Repairing existing infrastructure – most likely easiest permitting alternative • Hydraulic analysis of floodplain to confirm ‘no rise’ in Base Flood Elevations

Alternative 3: 15” Sewer Realignment with Localized Stream Restoration Summary: • Install new 15” sewer across Shipbuilders Creek and two new manholes • 650 linear feet of stream channel restoration and bank stabilization with minor alignment changes; use combination of ‘soft’ and ‘hard’ restoration techniques to protect infrastructure Draft Costs: • Sewer: $390,000 • Stream: $530,000 • Total: $920,000

Alternative 3: 15” Sewer Realignment with Localized Stream Restoration

Alternative 3: 15” Sewer Realignment with Localized Stream Restoration Permitting: • Joint Application for Section 404 and Article 15 Protection of Water Permits (USACE and DEC) Funding: • (WQIP) Non-Agricultural Nonpoint Source Abatement and Control • Maximum Award of $1,000,000 requiring 25% local match Other Implications: • Does not meet 3’ cover over pipe – would require NYSDEC variance • Confirm extents of Town’s easement • Hydraulic analysis of floodplain to confirm ‘no rise’ in Base Flood Elevations

Alternative 4: 8” Sewer Relocation with Localized Streambank Stabilization Summary: • Install new 8” sewer along Five Mile Line, two new manholes, and two re-aligned laterals • 250 linear feet of in-place stream stabilization focused on protecting 15” sewer and manhole; includes protection of upstream streambanks to mitigate future erosion towards infrastructure Draft Costs: • Sewer: $780,000 • Stream: $170,000 • Total: $950,000

Alternative 4: 8” Sewer Relocation with Localized Streambank Stabilization

Alternative 4: 8” Sewer Relocation with Localized Streambank Stabilization Permitting: • Joint Application for Section 404 and Article 15 Protection of Water Permits (USACE and DEC) Funding: • (WQIP) Non-Agricultural Nonpoint Source Abatement and Control • Maximum Award of $1,000,000 requiring 25% local match Other Implications: • Storm Sewer and Water Main on W. side of Five Mile Line Rd. • Existing sewer ~14’ deep requiring deep excavation • Hydraulic analysis of floodplain to confirm ‘no rise’ in Base Flood Elevations

Alternatives Summary Alt. 1

Cost

Alt. 3

Alt. 4

CIPP and Local Stream Rehab

CIPP and Comprehensive 15” Sewer Realignment and 8” Sewer Relocation and Stream Rehab Local Stream Rehab Streambank Stabilization

$670,000

$1,090,000

$920,000

$950,000

Most Funding Potential

Intermediate Funding Potential

Least Funding Potential

Fundability Intermediate Funding Potential Notes

Alt. 2

• Least • Least Intrusive • Requires NYSDEC Intrusive • Lowest cost per linear variance • Highest cost foot of stream length • Highest cost per linear per linear • Reconnects floodplain foot of stream length foot of at lower elevation stream length

• Removes 8” from stream entirely • Deep sewer excavation/utility coordination • Limits streambank protection to areas immediately adjacent to infrastructure

Questions?

bartonandloguidice.com

End of document