Final Environmental Impact Report - Whittier Bridge/I-95 ...
Final Environmental Impact Report - Whittier Bridge/I-95 ...
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 />
Salisbury-3: Storm water drainage. The Town's primary concern involves the potential impact of the Project on storm<br />
water drainage on or near the intersection of I-<strong>95</strong> and Route 110 (Elm Street) in Salisbury. We strongly believe that<br />
drainage calculations for storm water runoff in this area need to be verified so that this run off does not undermine<br />
existing roadway infrastructure and negatively affect the business community along Route 110.<br />
Response: See the response to comment Salisbury-4 below.<br />
Salisbury-4: In addition, we are concerned about the effects of this untreated run off on the quality of water in the<br />
Merrimack River. According to the EA/DEIR. (p. 5-53), the Preferred Alternative for storm water drainage systems<br />
associated with the Project in this area will involve the construction of "major storm water management<br />
improvements" in compliance with storm water management standards. The Town requests that the FEIR requires<br />
that these improvements be constructed so as to not worsen an already problematic drainage situation in the vicinity<br />
of what is identified as Wetland No.7 [see Figure 5-15 (2 of 4)], which exists along the east side of Rabbit Road,<br />
drains under Rte. 110 and flows in a southwesterly direction toward the Merrimack River, with an outfall behind the<br />
Crossroads Plaza business complex. A large sinkhole developed on the property of a local business in recent years<br />
due to this drainage situation, resulting in a tense situation between the property owner, the Town and the State. The<br />
sinkhole was repaired, but the repair has failed and the sinkhole has appeared again. The Town urges that the storm<br />
water management improvements in this area (see also Figure 4-26B) mitigate existing conditions to the largest<br />
extent possible, but at the very least ensure that a bad situation is not made worse.<br />
Response: Information on the efforts of MassDOT District 4 was included in the EA/DEIR in<br />
response to previous comments by the Town of Salisbury (Response to comments Salisbury-5 and<br />
6, page 8-29). As noted, MassDOT is aware of this situation and is addressing a long-term solution<br />
separate from the <strong>Whittier</strong> <strong>Bridge</strong>/I-<strong>95</strong> Improvement Project. Note that the proposed stormwater<br />
management system for the portion of I-<strong>95</strong> which drains to this location will reduce the volume of<br />
stormwater runoff from I-<strong>95</strong> to this outfall. At the time of writing of the DEIR, MassDOT District 4 was<br />
awaiting a Certificate of Compliance (COC) from MassDEP for the work performed on the south side<br />
of Route 110, and the Town of Salisbury will be notified by MassDOT District 4 once the COC is<br />
received and prior to starting the final stage of work. MassDOT is continuing coordination with the<br />
Town of Salisbury on stormwater management topics through the Notice of Intent process with the<br />
conservation commission.<br />
Salisbury-5: The Town also requests that the FEIR require that the Project comply with all applicable regulations<br />
relative to drainage and protection of water quality in the Town's watershed district. As is noted on Page 4-38 of the<br />
EA/DEIR., " ... the northern portion of the study area is within Zone II areas for two wells located east of I-<strong>95</strong> and just<br />
north of the study area. Both of the wells are located in an aquifer with a high vulnerability due to the absence of<br />
hydrologic barriers that could prevent contaminant migration." (see also Figure 4-20B) The Town requests that<br />
special attention be paid during construction to erosion controls in our watershed areas to prevent pollution and<br />
possible contamination of our water supply.<br />
Response: The response to comment DEP-16 details a series of BMPs for winter maintenance to be<br />
investigated by MassDOT and implemented in the Cains Brook watershed. The BMPs include the<br />
following:<br />
1. Provide annual snow and ice training to the MassDOT personnel working in this area. The<br />
training will include a component that will describe the environmental setting and public water<br />
supply. In addition, MassDOT will perform a tailgate training session to reinforce similar<br />
topics to the hired vendors working in this area. Municipal employees will also be invited to<br />
attend;<br />
2-46