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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 2.0: Response to Comments on the <strong>Environmental</strong> Assessment/Draft <strong>Environmental</strong> <strong>Impact</strong> <strong>Report</strong><br />

Response: The project will comply with the stormwater management standards as identified in the<br />

2008 MassDEP Stormwater Handbook, with further guidance provided in the 2004 MassDOT<br />

Stormwater Handbook for Highways and <strong>Bridge</strong>s. The project contains a mix of new development<br />

and redevelopment. New development components will comply with all of the performance<br />

standards. Redevelopment components will meet the performance standards to the ―maximum<br />

extent practicable,‖ and result in an improvement over existing conditions. The MassDOT 2004<br />

Stormwater Handbook for Highways and <strong>Bridge</strong>s outlines a ―macro‖ approach to stormwater<br />

management specifically for roadway projects because of their linear nature. The macro approach<br />

evaluates the entire drainage system within the study area as a whole rather than at individual<br />

outlets. Under this approach, the designer/engineer treats the highway segment under study in<br />

relationship to its overall drainage area, with overall impacts analyzed and addressed. All outlets<br />

(existing and proposed) have been evaluated to determine the highest level of treatment that could<br />

practicably be incorporated into the design, given the project constraints.<br />

2.3.5 Merrimack Valley Planning Commission<br />

The Merrimack Valley Planning Commission (MVPC) submitted a letter dated December 19, 2011.<br />

MVPC-1: First, environmental mitigation such as wetlands replication and invasive species control on site has<br />

marginal if any real improvement on the habitat quality along the river. We encourage MassDOT to persuade<br />

environmental regulatory agencies to allow them to direct their mitigation efforts toward larger scale projects in the<br />

watershed in the vicinity of the project, in this case the Great Marsh, in order to have more impactful results. There is<br />

significant multi-stakeholder Task Force; involvement in coastal wetland restoration and invasive species control in<br />

the nearby Merrimack River estuary that would benefit greatly from MassDOT resources. The results of such an<br />

effort would far exceed the improvements projected by the cumulative local mitigation activities.<br />

Response: The comment is noted. MassDOT‘s proposed wetland mitigation is consistent with the<br />

applicable regulatory performance standards in the Wetlands Regulations for replication of BVW.<br />

MassDOT has finalized mitigation area design after coordination with the conservation commissions.<br />

We understand that there is an upcoming project to restore a portion of the Great Marsh in<br />

Salisbury, though MassDOT‘s involvement in this project is unlikely due to the Massachusetts<br />

Wetlands Regulations requirement to provide on-site mitigation. It is important to note that no BVW<br />

will be impacted in Salisbury or Newburyport, and consequently, BVW mitigation is not proposed in<br />

these municipalities. BVW will be impacted and mitigated for in Amesbury.<br />

MVPC-2: Second, the proposed non-motorized trail will provide tremendous connections to the bicycle/pedestrian<br />

network being built by the three communities and access points are invaluable to those connections. The City of<br />

Amesbury has discussed the possibility of pursuing an additional access point to the trail from Main Street in the<br />

future and we ask that this be taken into consideration during the design of the bridge.<br />

Response: Amesbury has requested consideration of an additional access point to the Shared-Use<br />

Path in the vicinity of the existing Visitor Information Center at 520 Main Street. The visitor center,<br />

the former Smith‘s Chain <strong>Bridge</strong> Filling Station No. 3, has been determined by the State Historic<br />

Preservation Officer to be eligible for individual listing in the National Register of Historic Places. As<br />

such, any construction on its lot or modifications of the building would trigger review under Section<br />

106 of the National Historic Preservation Act and would require modification of the project‘s Section<br />

106 Memorandum of Agreement. If determined to be an adverse impact under Section 106, Section<br />

4(f) would be triggered. Additionally, the limited space available at the 520 Main Street location and<br />

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