HomeMy WebLinkAboutP-64-80 h �
CORPORATION OF THE TOWN OF NEWCASTLE
PLANNING AND DEVELOPMENT DEPARTMENT D.N.SMITH,M.C.I.P.,Director
HAMPTON,ONTARIO LOB 1JO TEL. (416)263.2231
REPORT TO THE PLANNING AND DEVELOPMENT COMMITTEE MEETING OF April 14, 1980.
REPORT NO. : P-64-80
SUBJECT: Attached Correspondence from the Regional Munici-
pality of Durham regarding Bowmanville Sewage
Capacity
BACKGROUND:
The Director of Works and the Director of Planning met with
Mr. W. Evans on March 18, 1980 in respect of the above mentioned
matter. It was indicated to sLalf aL that Lime that the attached
correspondence would be forwarded to the Town Council for information.
COMMENT:
The attached correspondence indicates that ". . .the Regional Works
Department is prepared to enter into subdivision agreements for all
development proposals in Bowmanville which are tributary to the Soper
Creek Water Pollution Control Plant and which have no servicing con-
straints other than water pollution control plant capacity."
Staff feel that it would be appropriate for Committee and Council
to receive the attached correspondence for information. Staff note that
this material will be used by staff in preparing future recommendations
in respect of the Bowmanville Urban Area Plan and indivi�l { J ,,.deul�pmetmt°°=
proposals.
RECOMMENDATION:
That the Planning and Development Committee recommend to
Council that the correspondence from Mr. W. A. Twelvetrees regarding
the Port Darlington Water Pollution Control Plant (March 25, 1980)
be received for information.
Respectfully submitted,
i r
DNS:lb D. N. Smith, M.C.I.P.
March 31, 1980 Director of Planning
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March 25 1980
MAR 26 1980
Mr, K .A. 7welvetrems, P. Eng.' PLANNING DUARTMUIT
Commissioner of Works '
The Regional Municipality of Durham
105 Consumers Drive
Whitby, Ontario '
UN 6&3
Dear Mr. 7welvmtroes:
De: Town of Newcastle (Dnmnuonilla) Port DurIiuOtmo
Water Pollution Control Plant
Thank you for your letter dated March 20 1980.
Your letter has been referred to the Director of Planning for a
Report and racnmmouJxtlou to the Ylom)ixy and |)ovo1opm0ut
Committee and Council.
We shall advise you of action taken in duo course.
Yours very truly/
,
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JkM:nof '�. �� � � C �
- -- McI�
- ---' ' . , . ,
/ Tow� Clerk
cc: Director of Planning ^' ' ''
DURHAM
March 20, 1980.
The Regional
Municipality
of Durham
Works Department
The Corporation of the
Box M Town of Newcastle,
10.5 Consumers Dr. Municipal Offices,
Canada Ontario Temperance St. ,
Canada..L1 N 6113 p
(416)66a-7721 Bowmanville, Ontario,
L1C 3A6.
WA TWELVETREES,P.Fng,
Commissioner ofWorks Attention: J.M. McI1roy, A.M.C.T. , Town Clerk
Please Quota our ref: Dear Sir
I
Re: Town of Newcastle (Bowmanville) Port Darlington
SAN-N-504-1 Water Pollution Control Plant (Capital Budget Protect 79-S49)
Contracts for the construction of the Port Darlington Water
Pollution Control Plant, Soper Creek Trunk Sanitary Sewer and
Outfall Sewer, were awarded on January 9, 1980.
These works are scheduled to be completed by August, 1981 .
The Water Pollution Control Plant contract provides for the
construction of the one million imperial gallons per day
module which will provide capacity for a population equivalent
of 10,000.
The existing Soper Creek Water Pollution Control Plant has a
capacity of 1 .5 million imperial gallons per day. In 1979,
the average flow at this plant was 1 .313 million imperial .
gallons per day leaving an unused capacity of 0. 187 million
imperial gallons per day which is capable of providing service
for a population equivalent of 1 ,870.
In the past, Newcastle Council has allocated plant capacity
to certain developments and has been forced to consider
other development proposals as premature because of the restraints
imposed on development by inadequate water pollution control
plant capacity.
• �,. had
Cont'd. . . .
f y,�(JP'
�v. r
L
T0. J.M, McIlroy Page Two
Since the completion of any development takes a considerable
length of time from the stage of draft plan approval to the
actual occupancy of buildings and since there is available,
as of 0anuary 1 , 1980, an unused capacity at the Soper Creek
Water Pollution Control Plant capable of providing service
for a population equivalent of 1 ,870, the Regional Works
Department is prepared to enter into Subdivision Agreements
for all development proposals in Bowmanville which are tributary
to the Soper Creek Water Pollution Control Plant and which
have no servicing constraints other than water pollution
control plant capacity,
Enclosed for your information is a map and a description
of service areas which outline the general servicing constraints.
The details and implications of the servicing constraints were
reviewed with your Planning Director and Director of Works
on March 18, 1980.
Yours truly,
W. A. Twelvetrees, P.Eng. ,
WAE/bh Commissioner of Works.
Encl .
i
i
x 1111 r ch P0/80
SANITARY SEWER & WATERWORKS -
SERVICING CONSTRAINTS IN BOWMANVILLE
The following outlines the constraints of the existing sanitary sewer
servicing capabilities related to .the current development proposals
in Bowmanville. The attached plan shows the current development proposals
in Bowmanville divided into eight areas.
Area A
Presently, this area is being serviced by a pumping station on Rehder
Avenue which discharges into the existing sanitary sewer system in Area E
which is operated under overload and experiences surcharges during storm periods.
By constructing the proposed Rehder Avenue Sub-Trunk Sanitary Sewer,
Area A and part of Area E north of C.P.R. are to be diverted to Area D,
thereby relieving the overloading on the existing sanitary sewer system
in Area E. For this reason, the developments in Area A cannot proceed
until the Rehder Avenue Sub-Trunk Sewer has been constructed.
Area B
This area is served by the trunk sanitary sewer system on Liberty Street
and this system has sufficient capacity to accommodate the developments
proposed in this area.
Area C
This area is to be serviced by the existing Soper Creek Trunk Sanitary Sewer
System which terminates at King Street on Mearns Street. This system has
sufficient capacity to service the entire drainage area and therefore any
developments in this area can be serviced by extending the existing trunk
sanitary sewer to the site.
Area D
This area is being serviced by Bowmanville Creek Pumping Station on
Baseline Road which has sufficient capacity to. accommodate the proposed,
developments in this area.
Area E
Due to the overloading on the existing sanitary sewer system on Scugog
St. , Main St. and Ontario St. , no development can take place in this area
until the Rehder Ave, Sub-Trunk Sanitary Sewer has been constructed.
Page Two
Area I"
A detailed investigation of the existing sanitary sewer system in this
area revealed that the existing 15" diameter sanitary sewer on Baseline
Road from Hunt Street to Liberty Street to which the Dowmanville Pumping
Station discharges has capacity limitation and is operated under minor
surcharge on a regular basis. A house on Hunt Street was flooded in the
Spring of 1977; therefore, -it--is--not recommended to. allow-any development- - _
in this area until the Bowmanville Creek Pumping Station is .eliminated _ .
by constructing a new trunk sewer along Bomnanville-Creek from'the pumping
station to the trunk sanitary sewer now under construction to, the Port
Darlington Water Pollution Control Plant.
Area G
There are no constraints in the existing sanitary sewers to service the
proposed developments in this area.
Area H
This area is to be serviced by constructing a sanitary sewer to the Port-
Darlington Water Pollution Control Plant which is now under construction
and which is expected to be completed by August, 1931 . '
Waterworks
Any major development north of the C.P.R. tracks will require extensive
improvement to the water distribution system r i .e. , a Booster 'Pumping
Station and feedermains. For this reason, it - is recommended -that in- the --
next five years or more, development be restricted to the area south of
the C.P.R. tracks.