Draft Project Impact Report - Boston Redevelopment Authority
Draft Project Impact Report - Boston Redevelopment Authority
Draft Project Impact Report - Boston Redevelopment Authority
Create successful ePaper yourself
Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.
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