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Final Environmental Impact Report - Whittier Bridge/I-95 ...

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<strong>Whittier</strong> <strong>Bridge</strong>/I-<strong>95</strong> Improvement Project FEIR<br />

Chapter 1.0: Changes Since the Draft <strong>Environmental</strong> <strong>Impact</strong> <strong>Report</strong> and Resolution of Additional Issues<br />

cannot be located away from the waterway. The project is subject to a Mandatory Public Benefit<br />

review because an ENF was filed after November 15, 2007, and is required to file an EIR, and is<br />

completely or partially located in tidelands or landlocked tidelands.<br />

In accordance with 301 CMR 13.03, projects undergoing a Mandatory Public Benefit Review must<br />

provide the following detailed information describing the:<br />

<br />

<br />

<br />

<br />

Nature of the tidelands affected by the project and the public benefit of the project, (including<br />

purpose and effect);<br />

<strong>Impact</strong> on abutters and surrounding community;<br />

Enhancement to the property; and<br />

Benefits to the public trust rights in tidelands or other associated rights, including but not limited<br />

to: benefits provided through previously obtained municipal permits, community activities on the<br />

site, environmental protection and preservation, public health and safety, and the general<br />

welfare.<br />

Nature of Tidelands Affected by the Project<br />

The Merrimack River is the largest river in the eastern part of Massachusetts. The river is tidally<br />

influenced from the mouth for approximately 22 miles upstream to Haverhill. Salt water intrudes up<br />

the river from approximately 5 miles (location of <strong>Whittier</strong> <strong>Bridge</strong>) to 11 miles, depending on the tide.<br />

Salinity is further affected by river flow, which is high in the spring when runoff from snowmelt is<br />

high, and low in the summer during dry months. In the project location, there is a high volume of<br />

seasonal boating traffic including canoes, kayaks, s power boats, large recreational vessels and<br />

commercial charters. The river is used mainly by recreational and power boats with 6-foot draft at<br />

high tide up to Haverhill and about 12-foot draft at high tide to Newburyport.<br />

Work within Chapter 91 jurisdiction is limited to the demolition of the existing <strong>Whittier</strong> <strong>Bridge</strong> and the<br />

construction of the two I-<strong>95</strong> parallel bridges across the Merrimack River in Newburyport and<br />

Amesbury. The existing <strong>Whittier</strong> <strong>Bridge</strong> abutments will be demolished and a total of six new piers will<br />

be constructed within the river. <strong>Bridge</strong> abutments, two on each bank, will be constructed 50 feet<br />

further inland and outside of Chapter 91 jurisdiction. Dredging activities within the Merrimack River to<br />

enable the demolition of the existing bridge piers and the construction of the new bridge piers is also<br />

included.<br />

Public Benefit of the Project, including Purpose and Effect<br />

The public need to replace the existing bridge and improve the I-<strong>95</strong> corridor provides greater benefit<br />

than detriment to public rights in tidelands. MassDOT has determined there is a need to replace the<br />

existing I-<strong>95</strong> six-lane <strong>Whittier</strong> <strong>Bridge</strong> over the Merrimack River to remedy the structural deficiencies<br />

and functional obsolescence of the existing bridge. In addition, MassDOT has determined that there<br />

is a need to improve the existing three-lane cross section of I-<strong>95</strong> to address existing safety issues<br />

and capacity deficiencies from immediately north of the I-<strong>95</strong>/Route 113 Interchange (Exit 57) in<br />

Newburyport, through Amesbury, to just north of the I-4<strong>95</strong> northbound entrance ramp to I-<strong>95</strong> in<br />

Salisbury (Exit 59), a distance of approximately 4.25 miles.<br />

The new Merrimack River crossing includes three sets of piers for each bridge structure, totaling six<br />

piers in the waterway for the northbound and southbound structures. There will be four spans or<br />

openings beneath both bridges, with the existing navigable federal and steamboat channels<br />

1-57

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