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Start Date: 2023

Low Lying Roads Project Homepage, learn more about the background and process.

 

  • Overview
  • Materials
  • Map Viewer
  • Priorities
  • Solutions

Overview

The Cape Cod Commission is working with all 15 Cape towns, including the Town of Mashpee, to examine vulnerabilities in the roadway network and identify solutions. With funding support from the Massachusetts Municipal Vulnerability Preparedness (MVP) program, the Commission has contracted with the Woods Hole Group (WHG) to conduct a vulnerability assessment of roadway segments, bridges, and culverts due to flooding from the combined effects of sea level rise and storm surge.

WHG will employ the state-of-the-art Massachusetts Coast Flood Risk Model (MC FRM) to identify vulnerable road segments under different sea level rise scenarios and time scales. One output from this work is a projection of the probability and extent of flooding at the present, 2030, 2050, and 2070.

 

Meeting 1 (May 2023)

  Presentation: Mashpee Low Lying Roads Presentation

 

 

Meeting 2 (January 2024)

  Presentation: Mashpee Low Lying Roads Presentation, Meeting 2

Launch Viewer in Separate Window
 
Low Lying Roads Data Viewer Launch Screen: Learn, Evaluate, Identify

The Low Lying Roads Data Viewer is an interactive tool which allows the user to view the data outputs of the low lying roads analysis in a visual map format.

To use the Data Viewer, click on the link above and navigate around the map using the instructions included in the left panel.


High Priority Road Segments

The table below presents a first cut of priority road segments identified through a GIS analysis examining future flood projections together with an assessment of roadway importance and function (roadway “criticality”). The data is the result of an analysis performed by the Woods Hole Group using the Massachusetts Coast Flood Risk Model.

Summary of High Priority Road Segments 

 

 

Road Name

 

Length (ft)

 

Description

 

AEP 2030

Criticality Score

2030 Risk Score

Tidal Flooding Length (ft)

2030

2050

2070

A

Monomoscoy Rd North

640

Connector Rd between Meadowbrook Rd & Amy Brown Rd

100%

16

1600

 

 

140

B

Daniels Island Road/Popponesset Island Rd*

1340

Daniels Island Road/Popponesset Island Road

100%

16

1600

 

 

920

C

Daniels Island Road*

960

N-S road spine in coastal neighborhood

100%

16

1600

40

400

640

D

Spoondrift Way*

540

Spoondrift Way behind Poppo. Beach Community House

100%

16

1600

 

160

340

E

Great Oak Road at Mashpee Town Beach

1140

Great Oak Road leading to Mashpee Town Beach

100%

16

1600

 

580

1140

F

Mashpee Neck Road at Baker boat ramp

680

Road segment leading to Edward Baker Boat Ramp

20%

26

520

 

40

160

G

Red Brook Road at Falmouth Town Line

140

Connector Rd at Falmouth line between Ostrom Rd & Monos. Rd

20%

20

400

 

 

 

H

Monomoscoy Road - South

1140

Roadway between Child's Rd and Hamblin Rd

100%

4

400

 

280

700

I

Monomoscoy Road - Middle

1460

Roadway between Amy Brown Rd and Point Rd

100%

4

400

 

 

1020

J

Town Landing Road*

600

Road Leading to Waqouit Public Landing

100%

4

400

 

140

300

K

Seconsett Island Road at Hamblin Pond

740

Coastal road fronting Hamblin Pond

20%

16

320

 

 

40

L

Great Oak Road at Jehu Pond

340

Connector to between Tide Run and Quinns Way

20%

16

320

 

 

100

M

Quinaquisset Ave at Santuit River (Bridge)

660

Road & bridge at Barnstable line and over Santuit River

10%

13

130

 

 

340

N

Shore Drive at Deans Pond*

2160

Shore Drive fronting Deans Pond

5%

16

80

 

 

 

 

*Private Road

 

 Adaptation Strategies Analysis

Following the workshop last spring, town staff identified two priority road segments to carry forward into the design process for this project. The adaptation solutions include a variety of alternative strategies for the prioritized roads: gray infrastructure, green infrastructure, and a hybrid approach.

Conceptual Design Options

 

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