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TOWN OF NEWCASTLE
REPORT File #
Res.1 r,
By -Law #
MEETING: THE GENERAL PURPOSE AND ADMINISTRATION COMMITTEE
DATE: MARCH 3, 1986
REPORT #: WD -31 -86
SUBJECT
STORM SEWER CONSTRUCTION AND ROAD RESTORATION ON
NASH ROAD FROM TOWNLINE ROAD TO VARCOE'S ROAD
FILE #:
RECOMMENDATIONS:
It is respectfully recommended:
1. That this report be received; and,
2. That the Town of Newcastle contribute its share toward the cost of
storm sewer construction on Nash Road from Varcoe's Road to Townline
Road North; and,
3. That in conjunction with the restoration of the storm sewer project
the road be upgraded to an acceptable condition; and,
4. That the Town's share of the total project be in accordance with the
approved 1986 Public Works Account # 7205- 0000 -85006 for Nash Road
from Varcoe's Road to Townline Road.
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Page 2
Report No. WD-31-86
REPORT:
Schleiss & Holland, developers of land in the north east quadrant of Nash
Road and Varcoes Road, require a suitable outfall for storm drainage from
Phase III and IV of their development. Several locations for the outfall
were discussed and reviewed with the developer's engineer and it was agreed
that a storm sewer constructed on Nash Road to Townline Road is the most
viable alternative.
Since the proposed storm sewer will also accommodate storm drainage to other
lands on the north, east and west of the Schleiss Holland lands, they have
agreed to upfront the oversizing costs of the storm sewer. This will allow
the Town to address flooding to area residents and pick up the Town's
responsibility for storm drainage in the area. Catch basins would be
installed on Nash Road and roadside ditches eliminated.
Staff, recognizing the disrepair of this portion of Nash Road, further
recommends that full advantage be taken of the restoration following the
construction and the road section be upgraded to a passable acceptable
condition. Recognizing the need for future Regional services and other
utilities, the road would be constructed to a designed grade with approved
granular depths and a binder course of asphalt. The Town's portion of the
project would be eligible for M.T.C. subsidy. Provision would be made for
future services, curb and gutter, sidewalks and final paving.
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Page 3
Report No. WD -31 -86
Schleiss and Holland have agreed to upfront the oversizing for lands
adjacent to their development amounting to approximately twenty -nine percent
(29 %) of the total sewer project. Furthermore, an endeavour to collect
clause for the cost of storm drainage to these lands will be included in the
development agreement with Schleiss and Holland.
cost Sharing Formulae
Approximate storm drainage areas to be served by proposed sewer on Nash Road
(AR - Areas X Runoff coefficient)
1. External Lands
North of Schleiss & Holland's Lands 28,435 AR
East of Schleiss & Holland's Lands 25,510 AR 29 %
West of Schleiss & Holland's Lands 10,080 AR
2. Schleiss & Holland Lands
3. Town Lands (fronting Nash Road)
TOTAL
100,573 AR 45 %
56,862 AR 26 %
221,460 AR 100 %
The preliminary cost of storm sewer installation and minor road restoration
is $304,000., the Town's share being approximately $80,000. The estimated
cost of installing a storm sewer to serve only Nash Road would be
approximately $110,000., excluding catch basins and storm sewer laterals.
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Page 4
Report No. WD -31 -86
Nash Road in its present state will require considerable expenditure of
maintenance funds to repair. It is, therefore, recommended that the Town
contribute its share toward the construction of the storm sewer and minor
restoration to Nash Road.
DTG:jco
February 25, 1986.
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