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Draft Project Impact Report - Boston Redevelopment Authority

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Exeter Residences/888 Boylston<br />

Existing Conditions<br />

Proposed Conditions<br />

\\Mabos\projects\09916.00\docs\Permits\DPIR\Text\DPIR Chapter 6<br />

Infrastructure.docx<br />

In Exeter Street, the stormwater drainage system is owned and managed by the<br />

BWSC. A 12-inch northwestern flowing stormwater main combines with a 20-inch<br />

southeastern flowing stormwater main at the intersection of Blagden Street at Exeter<br />

Street. The resulting 18-inch drain pipe is routed to a collector drain in Dartmouth<br />

Street and is eventually directed to an outfall at the Charles River.<br />

A 12-inch stormwater drain is located in Boylston Street and flows northeasterly.<br />

This drain line increases to a 33x39-inch stormwater main before the intersection of<br />

Boylston and Fairfield Streets where it discharges to a 60x72-inch combined sewer.<br />

From here the flow gets carried northward until it discharges dry weather and lower<br />

intensity flows to the West Side Interceptor (WSI). During high wet weather flow<br />

events, this line overflows to a 36x48-inch combined sewer line that continues to<br />

carry flow northward to the <strong>Boston</strong> Marginal Conduit (BMC) located beneath<br />

Storrow Drive.<br />

A 48x100-inch stormwater drain, which flows southwesterly in Boylston Street,<br />

combines with the 33x39-inch sanitary line at the siphon chamber at the intersection<br />

of Boylston and Hereford Streets where it discharges dry weather and lower<br />

intensity flows to the WSI. During high wet weather flow events, this line overflows<br />

to an 84-inch combined sewer line that continues to carry flow northward to the<br />

BMC located beneath Storrow Drive.<br />

Due to existing on-site constraints a below grade stormwater recharge system will be<br />

located in Exeter Street within the public way. Approximately 65 precast concrete<br />

galleys will be constructed to provide a total stormwater recharge volume of<br />

approximately 3,500 cubic feet. In an effort to address the goals of the Groundwater<br />

Conservation Overlay District, the recharge system will be located on Exeter Street<br />

where it can supplement groundwater elevations in the proximity of the Lenox Hotel<br />

and <strong>Boston</strong> Public Library. The recharge system is sized for the equivalent 1-inch<br />

roof runoff from both Exeter Residences and 888 Boylston, although Exeter<br />

Residences will physically supply the runoff to this system. Specifically, the roof<br />

runoff from Exeter Residences will discharge directly to the below grade system<br />

which will also include overflow connections to the existing 12-inch and 20-inch<br />

stormwater mains in Exeter Street to accommodate for high flow conditions. Figure<br />

6-1 depicts the schematic design of the recharge system along Exeter Street.<br />

As discussed previously in the NPC/PNF, roof runoff from 888 Boylston will be<br />

discharged to the existing 12-inch main in Boylston Street since there is no physical<br />

connection to the proposed recharge system in Exeter Street. Figure 7-2 contained in<br />

the NPC/PNF depicts the conceptual utility plan along Boylston Street.<br />

Infrastructure Systems 6-2

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