HomeMy WebLinkAboutWD-61-91 TOWN OF NEWCASTLE
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REPORT
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File # ��. 1r59`1.Ole
Res. #
By-Law #
P'EETING: GENERAL PURPOSE AND ADMINISTRATION COMMITTEE
DATE: JULY 8, 1991
REPORT #:
WD-61-91 FILE #: B.BF. 12 . 03
LAKESHORE EROSION PROTECTION, CEDAR CREST BEACH, BOWMANVLLE)
SUB.ECT: AND PARK STREET, VILLAGE OF NEWCASTLE
RECOMMENDATIONS:
It is respectfully recommended that the General Purpose and
Administration Committee recommend to Council the following:
1. THAT Report WD-61-91 be received;
2 . THAT erosion protection be provided in 1991 on the Town owned lot
on Ceder Crest Beach Road in Bowmanville (Location 2 on Attachment
No.2 to Report WD-61-91) and on Park Street (Location 3 on
Attachment No.3 to Report WD-61-91) ;
3 . THAT funds for the estimated cost of $23,275 be obtained from
Account No. 2900-1-X, Working Funds Reserve;
4 . THAT provision be made in the 1992 Capital Budget, for Council's
consideration, for erosion protection at Location 1 (Attachment
No.2 to Report WD-61-91) and Location 4 (Attachment No. 3 to Report
WD-61-91) ; and
5. THAT Mr. J. C. Maynard and Mr. Gordon White, President, Port
Darlington Ratepayers Association, be advised of Council's decision
and be provided with a copy of Report WD-61-91 .
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REPORT NO. : WD-61-91 PAGE 2
REPORT
1.0 ATTACHMENTS
No. l: Correspondence dated March 27, 1991 from J. C.
Maynard
No.2 : Key Map 1
No. 3: Key Map 2
No.4: Illustration of Type of Erosion Protection to be
Provided
2.0 BACKGROUND
2 . 1 At a regular meeting held on April 15, 1991, Council approved
Resolution #GPA-242-91:
"THAT the Director of Public Works investigate the
shore line road allowances at Bondhead in the
Village of Newcastle and Cedar Crest Beach,
Bowmanville, as to the need for shore line
protection in conjunction with the work that is now
taking place adjacent to these road allowances and
report back, FORTHWITH. "
3.0 REVIEW AND COMMENT
3 . 1 The locations where the Town owns property on Lake Ontario and
where a considerable amount of erosion is occurring are:
Location l: Waverly Road and Block 'A' of Registered plan no.
659 (Attachment No.2)
191 m (626 feet)
Location 2 : Lot on Cedar Crest Beach (Attachment No.2)
31 m ( 100 feet)
Location 3: Park Street (Unopened) , Bondhead, (Attachment No. 3)
10 m (33 feet)
I
Location 4 : Edge of Road Allowance, Lakeshore (Attachment No.3)
72 m (236 feet)
{ �j . . . 3
REPORT NO. : WD-61-91 PAGE 3
3.2 Method of Erosion Protection
The type of erosion protection which is recommended and which
several of the property owners have used is illustrated on
Attachment No.4 .
3.3 Estimated Cost
The estimated cost for the recommended protection is $175/foot.
Location Length Cost/ft. Estimated
No. (feet)
Cost
1 626 $175
2 $109,550
100 $175 17,500
3 33 $175 5,775
4 236 $175 41,300
TOTAL $174,125
3 .4 Erosion Protection Works Installed B r Residents
The residents on Cedar Crest Beach Road and on Boulton Street have,
in 1991, spent a considerable amount of money to provide erosion
protection on each side of the Town owned lot on Cedar Crest Beach
Road (Location 2) and on Boulton Street (Location 3) .
It is important that the Town provide protection at these two
locations to protect against the protection provided on the
adjacent properties from being undermined by erosion occurring on
the Town property and the water undermining the adjacent works from
behind. It is therefore recommended that erosion rotection be
Provided at Locations 2 and 3 as illustrated on Attachment Nos 2
and 3 and that the funds be obtained from Account No. 2900-1-8
Working Funds Reserve
3 .5 Erosion Protection on Locations 1 and 4
Erosion protection should also be provided at Locations 1 and 4 .
However, because of the high cost, it is recommend that provision
be made in the 1992 capital Bud et for Council's consideration
for erosion protection at Locations 1 and 4
. . .4
I
REPORT NO. : WD-61-91 PAGE 4
Respectfully submitted, Recommended for presentation
to the Committee,
— -------------------- -- ------ - ---------------
Walter A. Evans, P.Eng. , Lawrenc Kotseff,
Director of Public Works Chief A ' istrative Officer
WAE*llv
June 27, 1991
Attachments
pc: Mr. John Maynard
8 Boulton Street
R. R. #3
Newcastle, Ontario
LOA 1H0
Mr. Gordon White
Port Darlington Ratepayers Association
Group 2, Box 21
R. R. #2
Newcastle, Ontario
L1C 3K3
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Mr. J. C. ,Maynard
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`Newcastle,'"`Ontario`';:;'
LOA 1HO
Mr Walter .Evans P.Eng.
-Director of Public Works
40 Temperance St.
Bowmanville
UC 3A6
27th March 1991
Dear Mr Evans,
I am writing to you on behalf of my neighbours on Boulton Street,
Newcastle, concerning the extremely high water levels of Lake
Ontario. The Spring run off has not yet begun in earnest and
already we are experiencing serious land/soil erosion, due to wave
action. -
To halt this we have enlisted the services of R.M.Construction, of
262 Main Street, Acton, Ontario L7J 1W9, a division of 560789
Ontario Limited, who have been awaiting the rubber stamping of
their engineering plans in Lindsay.
The. present scenario is this : the design erosion factor in the
documents at the Ministry of the Environment is three centimetres
per year - we personally have lost a swathe of approximately six
feet at the base of' the bank and three feet at the top within the
last six months . I understand the lake to be ten inches higher
now, and a possible additional seven to ten inches more before the
end of Spring, above normal lake levels. R.M. Construction are
ready to begin the work - so far no one from the Town of Newcastle
has been to view the damage, no assistance has been offered
financially though we are all paying taxes into the Town of
Newcastle. I have spoken with a Mr. Larry Hannon , Mr. Frank
Stapleton, Mr. Gord Mills ' secretary, etc.
Our property has an additional problem in that there exists a Town
road allowance between our property and Mr. A. Wynne ' s property
which ends at the lake , an extension of Park St . We had previously
offered to purchase this road , half each , but this was refused
because one neighbour to t-lie North , a cottager , objected . To
i finish the work properly the blocks to protect the shoreline need
to cross the end of this r .,ad allowance to reach Mr . t��ynne ' s
property where tl-ir- construct. ion will end some fifteen feet-. into his
property . Since no financial assistance has been offered we feel
t he v(-,r�- least t ho Town can dc, 1 .9 to f i nance this part of the work. .
,gym =.��r -� �' --u .•,1i wee -,i-iz rE,.�sc,ni na !
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ATTACHMENT N0, 1
0 0 WD-v1-91
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2 . . .
A further problem compounding the whole situation is that the
Newcastle Marina West Pier, shaped as it is, now prevents- the
natural movement of sand along the shore, West to East, therefore
no further beach build up has been happening since the shape was
changed. The beach to the West of that pier is now very wide. The
Town of Newcastle spends many thousands of dollars each year
dredging the mouth of the Marina of sand which then goes to a
landfill . I understand that once dredged it cannot go back into
the lake - this means less beach and more erosion. Even the
dredged material would be useful to the east of the pier.
There is no time to waste; all property owners along the shoreline
have agreed to the work being done and we shall face the challenge
of exacting financial assistance from the Town as soon as possible.
In the meantime, I hope you are able to act quickly to enable the
work on the road allowance shore to be done at the same time as the
private work.
Sincerely, I hope you are able to understand the problem and I look
forward to your earliest reply.
O—r
J. M. Maynard
Home telephone: 987-3052
Work telephone: 987-4776
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LOCATION 2
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BLOCK A OF
REGISTERED
PLAN 659
23m LOCATION 1
(76ft.)
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• o"" +J DRAWN J .M. DATE JUNE 1991
PORT
1
DARLINGTON ATTACHMENT NO, 2
KEy MAP I WD-61-91
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'BONDHEAD'
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TOWN OWNED LAND
BOULTON STREET
��° D
�W LOCA ION 3 m
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o TOWN OWNED
m L AND
I I m
(33f t) LOCATION 4
\
EROSION PROTECTION PUT
IN PLACE BY ABUTTING LAND 2o�tl
OWNERS
4
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[DRAWN _ J .M. DATE JUNE 1991
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ATTACHMENT NO,'
KEY MAP 2 WD-61-91
09 � �
FF-
MINIMUM � NOTE
2.0 m .gpLASH
pI.,ACE 600 mm LAYER
0 FLIP" ' A P OF OF STONE ON TOP
PLOPS Y MINIMUM 6p0 mm
4-7 TONNE ARMOUR STONE THICK
J
EXCAVATED BACKFILL
COMPACTED MATERIAL
SYNTHETIC FILTER CLOTH
( MIRAFI 250) ON FACE OF
EXCAVATION AND BELOW SPLASH PAD
EXISTING BEACH (3.0 mt TYR) �J2 110-
TYPICAL OR SAFE SLOPE
a i
0 r
250-600 RIP RAP
BACKFILL
00 a
In JI
500
(MINI
TYPICAL EROSION PROTECTION
4
0
DRAWN B M. D 1991
ATTACHMENT NO A
WD-61-91