DRAFT 2008 TOWN PLAN TEXT
In
1996 the new Georgetown sanitary sewer system and treatment
plant began
service to residents and businesses located on Old Mill Road,
Main Street and small adjacent portions of Redding Road, Brookside
Road and Portland Avenue.
The sewage treatment plant is located on a site at the south
side of Redding Road adjacent to the railroad spur and is
under lease from the developers of the former Gilbert and
Bennett property. Redevelopment now underway of this G&
B site, to create an urban village of mixed uses, will significantly
expand the existing sewage treatment plant from its present
capacity of 75,000 gallons per day to 245,000 gallons per
day in order to serve the new village.
A modest surplus capacity is incorporated in the design of
the new high-tech plant.
CT
DEP SEWER PLANT APPROVAL 2005
DEP
gave its tentative approval on July of 2005; "The previous
permit and current treatment plant is permitted for 75,000
gallons per day. Construction of the expanded plant is expected
to start by the fall of 2005 and be operational by the fall
of 2006....
The new permitted flow will be increased from 75,000 to 245,000
gallons per day. The current facility is providing secondary
treatment and the new facility will provide advanced treatment
(biological treatment using Sequencing Batch Reactors, effluent
equalization, nitrogen removal, filtration, and disinfection
by Ultraviolet).
SEWER
PLANT EXPANSION AUTHORIZED IN 2005
In May of 2005 the Redding Zoning Commission gave
its approval to an expanded Georgetown sewer plant. The proposal
from the Georgetown Land Development Company was as follows:
“The
proposed plan of development will increase flows to the existing
wastewater treatment plant (WTP) to approximately 245,000
gallons per day, necessitating a modification of the NPDES
wastewater discharge permit and an expansion to the WTP. A
Letter of Intent was signed in 1992 which called for the construction
of the Georgetown WTP in three phases. Phase I was to handle
the immediate needs of the Georgetown business area. Phase
II was to handle the proposed life care facility at Gilbert
Hill (Meadow Ridge).
Finally,
the Phase III expansion was to handle the wastewater flows
to be generated by the redevelopment of the Gilbert &
Bennett property. The Planning Study for the WTP was approved
by the Connecticut DEP on September 8, 1995.”
Continuing,
“the Phase I WTP was constructed in 1995, capable of
processing 17,000 gallons of wastewater per day. The Phase
II expansion of the WTP, constructed in 2001, added capacity
to the WTP of up to 75,000 gallons per day in order to handle
the additional flows anticipated from the Meadow Ridge development.
The Phase III expansion will, as noted, increase the waste
water treatment capacity to at least 245,000 gallons per day.
Extensive
studies of the Norwalk River flows (called “modeling”)
have been done in order to determine the acceptable level
of discharge from the WTP to the river. Recent modeling of
the Norwalk River confirms earlier studies that found the
Norwalk River capable of accommodating these levels of discharge
from the WTP.
Although
still a small treatment plant by most standards, the Phase
III WTP will provide updated technology, and dramatically
reduce the per capita cost of operating the plant which must
be borne now by a relatively few number of users.”
COPY
OF REDDING, CT 1998 PLAN OF
DEVELOPMENT TEXT CONCERNING SEWERS
The following text is drawn from the Redding Town plan of
Conservation and Development which became effective in 1998:
In 1996 the new Georgetown sanitary sewer system and treatment
plant began service to residents and businesses located on
Old Mill Road, Main Street and small adjacent portions of
Redding Road, Brookside Road and Portland Avenue.
The sewage treatment plant is located on a .18 acre site at
the south side of Redding Road adjacent to the railroad spur
and is under a 50-year lease from the Gilbert & Bennett
Company.
The
plant, of "package design", treats wastewater to
a tertiary-level of purification and has a present design
capacity of 17,000 gallons per day. A planned major expansion
of the treatment facility, at developer expense, is expected
to begin construction in early 1999 to serve the Meadow Ridge
Lifecare Community facility of 312 residential units plus
nursing care.
Under a new 99-year lease agreement with Gilbert & Bennett,
the treatment site will be expanded in area and a new modular
addition constructed, increasing the plant's design capacity
to approximately 75,000 gallons per day.
A
provision in the Town's agreement with Gilbert & Bennett
allows for eventual further expansion of the wastewater facility
to serve a major redevelopment of the G&B mill site, projected
to require a future total treatment capacity of 225,000 to
250,000 gallons per day for all users. All additions to the
wastewater treatment facility will be required to meet State
"Class B" water quality standards within the assimilative
capacity of the Norwalk River. The system is administered
by the Town's Water Pollution Control Commission, established
in 1991.
UTILITY
RECOMMENDATIONS 1. Continue to limit water service and public
sewer service to central Georgetown. Expand sewage treatment
plant, within State DEP water quality standards, only as essential
to accommodate growth which is planned within the former Gilbert
& Bennett site, the Meadow Ridge life-care community,
the business center and immediately adjacent streets as determined
necessary on a case by case basis by the Planning Commission.
REDDING, CT SEWER SERVICE HISTORY (UPDATED ONLY TO
1992)
In 1972, a Georgetown Sewer Study was completed by the firm
Technical Planning Associates. In 1983, the Norwalk Regional
Wastewater Facilities Plan was completed by Flaherty and Giavara
Associates. In 1988, a sewerage study of the Georgetown area
was completed by Lockwood, Kessler & Bartlett, Inc.
In 1990, a Fuss & O’Neill sewerage report was prepared
for R.K. Health Services, developers of the proposed Gilbert
Hill life-care facility. All of these reports have identified
the key problem area to be served by sewers as a small portion
of the Georgetown section of Redding, centered along Main
Street.
The Redding
Plan of Development has recently been amended to accommodate
a large scale mixed-use residential-commercial development
proposed for the Gilbert & Bennett industrial property,
located in the Georgetown area, as well as for the development
of the Gilbert Hill property located to the north on Route
107. The latter property has been approved for the development
of a large scale life-care residential facility.
Both of
these Georgetown developments are of such a scale and complexity
that they would require sewer service. The approved plans
for the Gilbert Hill life-care facility include providing
sewage treatment capacity sufficient to accommodate all of
the Town’s needs for the Georgetown service area. See
the figure entitled Town of Redding Potential Sewer Service
Areas A. B. C. D. and E.
REDDING,
CT TREATMENT PLANT
CAPACITY (UPDATED ONLY TO 1992)
The Connecticut Department of Environmental Protection issued
a pollution abatement order to the Town of Redding calling for
the construction of a small sewage treatment plant serving the
Main Street area of Georgetown, where flows were estimated at
0.0075 MGD, to be operational in 1991. This order was based
upon the recommendations included in the 1988 Flaherty and Giavara
Georgetown area sewer study.
The plans
approved by the Town for the development of the life-care
facility on Gilbert Hill included the development of a sewage
treatment plant on the east side of Route 107, at the north
end of Main Street. The treatment plant would have a capacity
of 0.250, with 0.145 MGD reserved for the Gilbert and Bennett
property, 0.065 MGD reserved for the Gilbert Hill life-care
facility and the remaining capacity of 0.040 MGD would serve
the property owners within the Georgetown service area.
The Gilbert
and Bennett Company has CT DEP regulated permits to discharge
up to 0.432 MGD of wastewater directly into the Norwalk River.
The Town of Redding has a CT DEP permit to discharge up to
0.018 MGD into a tributary of the Saugatuck River, as a part
of a groundwater contamination recovery effort. This is in
response to an accidental leak from a Town owned fuel tank
and is expected to cease when full site remediation is achieved
within the next several years.
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