CONNECT
WITH DANBURY INTRO - CONNECT
TO CENTRAL BETHEL
TO
NORTHERN BETHEL - TO
SOUTH BROOKFIELD - DANBURY'S
INTERNAL NEEDS
TO NEW FAIRFIELD - TO
SOUTH NEW MILFORD - TO
NEWTOWN - TO
RIDGEFIELD
The
Bethel Consolidated Water Company operates the Chimney Heights
and Berkshire Corporate Park water systems in northern Bethel.
The systems are not interconnected.
The Berkshire
Corporate Park System is located north of I-84 and borders
both Danbury and Brookfield. The Chimney Heights System is
located south of I-84 and serves the Chimney Heights, Colony
Hill Acres, and Fairfield Estates subdivisions and customers
along Route 6.
A main
extension along Route 6, almost to the Newtown town line,
is being designed for construction in 2006. This will serve
several developments along Route 6.
The Berkshire
Corporate Park System has a drilled well with a yield of 100
gallons per minute (gpm) constructed in 1966. This well was
taken out of service and replaced with two interconnections
to the Danbury water system in 2001. An 8-inch pipe connects
to the Danbury 12-inch main near the I-84 Exit 8 ramp.
The second
interconnection is located on River Drive (Park Ridge Road)
along the Bethel/Danbury town line and is an 8-inch main connected
to Danbury’s 12-inch main. The static pressure in the
Danbury system provides 90 pounds per square inch at the highest
point of the Berkshire Corporate System. The capacities of
the interconnections are reported to be 700 gpm each. Currently,
the maximum month average day draw against this interconnection
has been about 60,500 gallons.
The Chimney
Heights System has one caisson well located on Walnut Tree
Road. The well was constructed in 1966. The safe yield was
calculated in 1996 after a 72-hour pump test. The safe yield
was limited by the pump capacity to 208 gpm, although there
was more drawdown available.
The well
currently has two pumps, one rated at 300 gpm and one rated
at 240 gpm but, the safe yield and margins of safety in the
water supply plan were calculated based on the original pumping
rate of 208 gpm.
A potential
interconnection with the Danbury System on Payne Road at Route
6 has recently been approved by Danbury as an emergency source.
The distance from the 12-inch main in the Chimney Heights
System to the Danbury 12-inch main in Payne Road is about
700 feet. The cost for the interconnection is estimated to
be about $100,000.
SEE
MAP OF POTENTIAL CONNECTIONS
The Bethel
Consolidated Water Supply Plan reports that "The Danbury
System has adequate hydraulic capacity at its interconnection
points to provide water to the Berkshire Corporate Park in
sufficient quantity and pressure to meet its existing and
future demands. The Bethel Consolidated Company is currently
considered a Danbury customer. There is no maximum limitation
imposed on the amount of water BCC can purchase from Danbury"
through the Berkshire System interconnections. The average
day demand of the Berkshire System has been as high as 42,200
gallons and the peak day, 67,500 gallons. Projections show
no increase in consumption.
The average
day demand of the Chimney Heights System in 2004 was 113,300
gallons with a peak day of 181,300 gallons. Demand has been
rising steadily and the projections are for average and peak
day demands of 155,200 and 253,300 in 2024, and 175,100 and
258,900 in 2050, respectively.
The well
has a safe yield (18-hour pumping) of 224,640 gallons and
is adequate to meet future average day demands, but not maximum
month and peak day demands. Also, there is no backup for the
single well.
The new
interconnection with Danbury will provide emergency backup
for the existing well and will allow taking the storage tank
out of service for maintenance. The HGL of the Danbury System
is 603 feet compared to the Chimney Heights System with an
HGL of 608 feet, so the pressure loss for supply from Danbury
would be only about 2 pounds per square inch (psi).
To maintain
margins of safety of 1.15, the Chimney Heights System would
need an additional 7,000 gallons per day (gpd) for maximum
month in 2009; 30,000 gpd for maximum month in 2024; 63,000
gpd for maximum month in 2050, and 30,000 gpd for peak day
in 2050. No new sources are being considered at this time.
However, if Danbury were considered, the new supply would
be via the new interconnection at Payne Road.
MAIN
WATER PAGE BETHEL
BRIDGEWATER
BROOKFIELD
DANBURY
NEW
FAIRFIELD NEW
MILFORD
NEWTOWN
REDDING
RIDGEFIELD
SHERMAN
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