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| STRAIGHT
SHOT Metcalf & Eddys Martin and MWRAs
McBride (right) helped guide complicated tunneling to
ease overstressed facilities. (Photo by William J. Angelo
for ENR) |
Six south shore Boston
communities are getting a new $200-million sewage pumping and
transport system to help reduce chronic surcharge and backup
problems. The work involves utilizing three different tunneling
techniques to cross a river, peninsula and bay.
Work on the Braintree-Weymouth
relief facilities project started in 1999 and will wrap up
by years end. The effort includes constructing a 45-million-gallon-per-day
intermediate pump station; 2.7-mile-long, 42-in.-dia hard-rock
tunnel under Boston Harbor; 60-in.-dia relief interceptor;
and two 4,000-ft-long, 36-in.-dia siphons. All will supplement
existing facilities struggling to handle waste from the burgeoning
towns of Braintree, Hingham, Holbrook, Randolph, Weymouth
and parts of Quincy, all of which have suffered from overflow
problems.
The lines will tie into the $3.6-billion
Deer Island wastewater treatment facility, which went on line
in 1995. The existing lines and 28-mgd pump station
are old and overstressed so we need to increase capacity by
as much as 20 mgd, says Michael J. McBride, deputy chief
operating officer of the Massachusetts Water Resources Authority,
the owner. The older pump station will be rebuilt for about
$17 million. Bids will be let this fall.
The last tunnel component to be
put in place is the twin horizontal directional bores under
the Fore River in Weymouth. Work started in April, about 10
months late because of contractual problems at the new Excelon
natural gas-fired powerplant, which was used as the lay-down
area for 600-ft-long sections of plastic and steel pipe. The
plant was a Raytheon Engineering and Constructors project,
part of the assets purchased by Washington Group International,
Boise.
Crews from drilling subcontractor
Laney Directional Drilling Co., Humble, Texas, holed through
on the first bore on May 5 and shortly will begin the pull-back
operation enlarging the slurry-filled hole from 11 in. to
34 in., to 47 in. and ultimately to 64 in. The tunnel will
hold a 42-in. steel sleeve containing a 36-in. high-density
polyethylene pipe. The hole-through was complicated by a 30-in.
high-pressure gas line feeding...
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