HomeMy WebLinkAbout04/30/1997 (Special)
_CJ!a;r;;gi;;n
ONTARIO
SPECIAL COUNCIL MEETING
DATE:
APRIL 30, 1997
TIME:
7:00 P.M.
PLACE:
COUNCIL CHAMBERS
PRAYERS
ROLL CALL
DECLARATIONS OF INTEREST
DELEGATIONS
J 1.
Bruno Harilaid, Ontario South Finance Incorporated,
601 Dundas Street East, Whitby, L1N 7B8 _
Report WD-26-97 (Macourtice); and
/2.
Bob Kresaul, 41 Living Court, Courtice, L1E 2V6 _
Report WD-26-97 (Macourtice).
COMMUNICATIONS
Receive for Direction
J'D - 1
Correspondence received from Gerrit VanLonden,
6 Queen Street, Bowmanville, L1C 1L8 _
Report WD-26-97 (Bradshaw Street) .
REPORTS
1. Report WD-26-97 - Proposed Front-Ending Agreements
Between the Municipality of Clarington and the Persons
Referred to in Report WD-26-97 and the Passing of an
Amendment to the Development Charges By-law, By-law
92-105, as amended (Only items pertaining to Macourtice
Developments Inc., deferred from the Council meeting of
April 28, 1997).
BY-LAWS
97-93
being a by-law to amend By-law 92-105, as amended;
and
97-89
being a by-law to authorize the making of a
front-ending agreement between the Municipality of
Clarington and Macourtice Developments Inc.
BY-LAW TO APPROVE ALL ACTIONS OF COUNCIL
ADJOURNMENT
CORPORA TION OF THE MUNICIPALITY OF ClARINGTON
.: ~EMPERANCE STREET. BOWMANVlllE .ONTARIO .llC 3A6. (90S) 623-3379. FAX 623..169
@
RECYCLED ,.....ER
COUNCIL DIRECTION
~'.:". Gerrit iianLunnen
6 ftneen Street
DOl;}"Aillt;<-:ilie, nrrt:'~j,io
D - 1
~~os G97 24.9.1
~a\Jn:r lUaue Rallre
ffunici'p~ 1 i ty (If ClarLnqtoIl
4D Te~erance Street
Bn~anville. Ontario L1.C ~:A6
AGENDA
.uear Ha.j'or HaJUe:
Re: Li~t of Hdfte3. Addre3se~: and Phone ~er3 of Lando~~r3 as ner the reque3t
.. ~
Made at Gmmcil. Ileettng heM April 28, 1991 - By-Lav 92-105 _ Brad3hav Street
Road Rec0Ii3truction and Front-Eru:iing blp:ee.ent
Attached you nll f.jnd the li st of landowner3 with docuaentatioTt of reqi3tered
d.eea:3 and 3luveys of propertie3 located. on Bradshaw Street. It is the hmdowners
o:pirdoo that these dO[:UIlent..s do not concur nth. the 3l.uveys attached to the
Ser:n.as Report. and tlte awIicinal. repurt Vll-26-97. brin...iua the infoaatiun
.... --r .... ~Ji
att.ached to By-La~ 92-10-5 regr<...rdiJ'tg Brad:ahal1 St..reet. in que:3tioH.
bY receipt of -rj-d s letter. (:!}Tlfi:r]'iation 1.3 accepted that an agreeJient.
at the above Jientioned ~eet-ing by Xayor and Gm.m.ci~, stating ID.IDicipifl
larl.doTniers will hold a %i.eet-mg to di:3c:u.S3 the difference:3 behteen tt>e
and il.unicipal starf dncuaentation au t.hf" ov.ner3.hip of said properties
actual phY3ical 3urvey ta.ke pl.ace_
'<icr:3 ..aue;
3taff mid
lando~rs
nr-ior to
.i.
Upe:n :::-esults or tJii S lieeb.r:.g t-"~e landowner3 will decide 1iffiether a :::HlL-vey need L.ti
t.a,,!<:E .pl.ace illld at that tilie the la..'1.UuWLers.. aUllicipal staff. and llayor agree
U!:ll]n ~Cll reputahle ~l.lI:Ve'j''-i.ng Eia t-D do an independent snrvey of s;=ti ,:1
p;:-'Tj:teI""tle;:i. l.l;:~u, the landDv.ner3 nil be iiifoD!ied prior t.u the slli-veT-LJlq t-aki..'1.1}
pl.ace, -ino:rder that the ~aru:lU!ll'neI earl be in attendance durir"J the ;ac:p...1al
phY3ical 3lirVeTtllg ~
!;i:po:n ciliaDlet:U)Il uf this survey" the landovner vill receive m"LY an.a nil surveT-Ll'..g
.1DcHN;errt.atiDn prior to an.y actuin t.a.Ung F'~ace by the Jlunicip~l it.ies on. 3ri1 d
propertles._ gi..v'.ui..g the la.7i.uulifIlers a..""1 opportunity to 3eek legal Cuuncil if they
::1 till dispute tbi S Silliie :3Hn;.ey.
I '!ff)uld. lli:.e
to
tham:.
ti-Ie !favur
,
MIll eounci~ fDr giving us their kind
considera.tion in this JLatter.
GC: LandoVfiers as per a.ttached list
tfayor and lfp-abers of CQuil.cil
v. II. St.(",:;kyell, Gl1eif Ad!lini:3trative Officer
P. Barry.. AJn;"'.f._ TO'ilTt Gl.erk
~. Vo}}:.. Director of PuJ:ilie Works
Page t~o - LetteI to nayor HaRre - Bradshaw Street List of Landovners
Brad~ha, Street Road Reconstruction - By-LaY 92 - 105
i. Gen:i t Va:nLoild ell , Sr _ (Rubert YanLonden 905 623 772-1)
6 Queen Stre~t tlQWIanville ON 905 697 2191
L::._
Al vtn and Shavlll B~ech
71 Bradsha~ Street. BOWIfillville ON 905 623 3356
:3. Ken Green.
93 BIad3ha~ Street. Bow.anville O~ 905 623 4392
.4
-:!.
Chn:rl~3 D. Green
91 Eradshaw Street, DuwJianville ON
.-=........ T'1o~..
!.~~_Ll. ru_
416 316 3290
REPORT III
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON
xxxX'XlK~x>ilf~mRxiXli~~~%:1a8cxx
REPORT
Date:
April 28, 1997
File #
Res. #
By-Law #
Meeting:
COUNCIL
Report #: WD-26-97 File #:
Subject:
PROPOSED FRONT-ENDING AGREEMENTS BETWEEN THE MUNICIPALITY
OF CLARINGTON AND THE PERSONS REFERRED TO IN TIllS REPORT AND
THE PASSING OF AN AMENDMENT TO THE DEVEWPMENT CHARGES BY-
LAW, BY-LAW NO. 92-105, AS AMRNTlRD
Recommendations:
It is respectfully recommended to Council the following:
1. THAT Report WD-26-97 be received;
2. THAT Council pass an amendment to the Development Charges By-law (By-law No. 92-
105, as amended) to add Schedules identifying relevant benefiting areas and the following
services to the designated services which are now referred to in the By-law:
. Bradshaw Street Road Reconstruction Works including storm sewers, storm
connections, road granulars, curbs, pavement, sidewalks and other related works
along Bradshaw Street from Concession Street northerly approximately 460
metres.
. The Horban Stormwater Management Facility and all associated Works, located
northeast of the intersection of Trolls Road and Nash Road, and including
external storm sewers located from approximately 110 metres north of Nash
Road, easterly approximately 55 metres from the northeast comer of Nash Road
and Trolls Road, northerly approximately 80 metres, then northeasterly
approximately 45 metres to the headwall.
",emu ~ ......
P.P(. ~ _"CYClE
_. ___ -..._r_"_' -_ -.~.-
REPORT NO. WD-26-97
PAGE 2
. Jackman Tributary Water Quality Pond and Tributary Erosion Protection Worlcs
located southwest of the intersection of Middle Road and Scugog Street.
. Middle Road Trunk Storm Sewer located from approximately 150 metres north
of the intersection of Scugog Street and Middle Road, northerly approximately
570 metres.
. Middle Road Trunk Storm Sewer located from approximately 150 metres north
of the intersection of Scugog Street and Middle Road, southerly approximately
135 metres.
· Scugog Street Trunk Storm Sewer located from approximately 330 metres north
of the intersection of Scugog Street and Middle Road, south easterly
approximately 415 metres.
· Longworth Avenue Trunk Storm Sewer and Bowmanville Creek Works from
MHl located at the intersection of Scugog Street and Middle Road, westerly
approximately 280 metres to the outfall, and including the Bowmanville Creek
Works located immediately west of the headwall.
· Trunk Storm Sewer from the intersection of Willey Drive and Laurelwood Street
northeasterly along Willey Drive approximately 345 metres, then easterly along
Goodwin Avenue approximately 65 metres.
· Trunk Storm Sewer from the intersection of Willey Drive and Laurelwood Street,
northerly approximately 280 metres, then easterly along Honeyman Drive
REPORT NO. WD-26-97
PAGE 3
approximately 270 metres, then northerly approximately 155 metres to Gimblen
Street, then northerly along Gimblett Street approximately 95 metres.
. Trunk Storm Sewer from the intersection of Willey Drive and Laurelwood Street,
southerly along Laurelwood Street approximately 85 metres.
. Trunk Storm Sewer from the intersection of Longworth A venue and Laurelwood
Street, westerly along Longworth Avenue approximately 205 metres.
. Trunk Storm Sewer from the intersection of Longworth A venue and Middle
Road, easterly along Longworth A venue approximately 70 metres.
. Trunk Storm Sewers on Courtice Road (Regional Road 34) from approximately
260 metres north of Hwy. No.2, southerly approximately 215 metres to the
headwall and including related erosion Works located immediately west of the
headwall.
. Master Drainage Study for East Tributary of Black Creek.
. Trunk Storm Sewers from Mearns Avenue, approximately 360 metres north of
Concession Street, northerly along Mearns Avenue approximately 200 metres,
then westerly along Ireland Street approximately 150 metres.
. Trunk Storm Sewers from Mearns Avenue, approximately 360 metres north of
Concession Street, westerly approximately 20 metres to Edgerton Drive, then
southerly and westerly along Edgerton Drive approximately 275 metres to
REPORT NO. WD-26-97
PAGE 4
Kershaw Street, then southerly along Kershaw Street approximately 265 metres
to Concession Street.
. Trunk Storm Sewers along Concession Street from approximately 170 metres
west of Mearns Avenue, westerly approximately 95 metres, then southerly
through an easement approximately 110 metres to the outfall.
. Trunk Storm Sewers along Mearns A venue from approximately 360 metres north
of Concession Street, northeasterly approximately 15 metres.
3. THAT Council pass the necessary by-laws to authorize the Mayor and Clerk to enter
into front-ending agreements with the relevant owners set out below in respect of the
works or services the cost of which has been front-ended by the owners as detailed in the
following Front-Ending Agreement Reports dated April, 1997 and prepared by G.M.
Semas & Associates Ltd:
Owner
Front-Endine A2:I"eement
1.
Royal Bank of Canada
Ashdale Capital Corporation Ltd.
By its Receiver and Manager
BDO Dunwoody Limited
621182 Ontario Ltd.
Bradshaw Street Road
Reconstruction Front-Ending
Agreement
2.
Royal Bank of Canada
848601 Ontario Inc.
829633 Ontario Inc.
Horban Pond Water Quality Facility
Front-Ending Agreement
REPORT NO. WD-26-97
PAGE 5
3.
Macourtice Developments Inc.
Macourtice Front-Ending Agreement
4.
Mr. R. Carruthers and
Ms. Elizabeth Smith
North Bowmanville Stormwater
Management Project and Storm
Trunk Sewers Front-Ending
Agreement
5.
Halloway Holdings Ltd.
North Bowmanville Stormwater
Management Project and Storm
Trunk Sewers Front-Ending
Agreement
6.
Ashdale Capital Corporation Ltd.
By its Receiver and Manager BDO
Limited
621182 Ontario Ltd.
Willowbrook Gardens & Mearns I
Front-Ending Agreement
4. THAT the term of the front-ending agreements referred to in this Report be 10 years
with the exception of the agreements with Mr.. R. Carruthers and Ms. Elizabeth Smith
and Halloway Holdings Ltd., respectively, which will have terms of 15 years each.
5. THAT a copy of this report be sent to the Owners referred to in Recommendation
No.3.
REPORT NO. WD-26-97
PAGE 6
REPORT
1.0 ATTACHMENTS
No.1:
Maps showing owners' lands and benefiting lands to which the
recommended front-ending agreements will apply.
2.0 BACKGROUND
2.1 Prior to the enactment of the Development Charges Act, 1989, the Municipality regularly
made subdivision agreements under the Planning Act with owners under which works
that were external to lands within a particular plan of subdivision or were oversized to
accommodate future development upstream of the lands within that subdivision, would
be paid for by the owner who wished to develop first. Usually, the subdivision
agreements provided that the Municipality would.. use its best endeavours to collect
appropriate amounts of money from other benefiting. persons as their lands develop and
pay the amounts collected to the owners who front-ended the cost.
2.2 Examples of external works are a perimeter road outside the boundaries of the plan of
subdivision in question which required up-grading from a rural profile to an urban profile
and a storm work management facility that ultimately will accommodate drainage from
several subdivisions. An example of an oversized work is a storm sewer which is
oversized to accommodate drainage both from a.particular plan of subdivision as well as
other lands in different ownerships upstream of the subdivision in question.
2.3 The Development Charges Act, 1989, in effect made it impossible for the Municipality
to use "best endeavours" clauses in subdivision agreements after November 23, 1991.
Instead, it required that if front-ending agreements were to be made with a municipality
respecting external or oversized works, they would have to be made in accordance with
Part II of the Development Charges Act. The first step that would have to be taken
REPORT NO. WD-26-97
PAGE 7
would be for the Municipality to enact or amend a development charge by-law which
included as a designated service the work proposed to be front-ended by a particular
owner which would be the subject of a front-ending agreement under the Act.
2.4 Prior to November 23, 1991, the Municipality had entered into several subdivision
agreements with owners which provided for these owners to front-end the cost of certain
external and/or oversized Works. These agreements were made in contemplation of the
prohibiting provision of the Development Charges Act, 1989, referred to above coming
into force. The agreements stated that, without imposing a legal obligation on the
Municipality, if the Municipality enacted a development charge by-law that the
Municipality and the owner intended to enter into a front-ending agreement under the Act
with a term not to exceed 10 years from the date of the later to occur of the issuance of
a Certificate of Completion with respect to the Work in question and the date of
enactment of the Municipality's Development-Charge By-law. Subdivision Agreements
containing this type of provision were made with the owners of the lands within the
following draft plans of subdivision:
18T -86973
18T -88024
18T-89013 -
18T-88024
(Macourtice)
(Willowbrook Gardens)
(Mearns I)
(Bradshaw Street)
2.5 External and/or oversized services under the agreement referred to in paragraph 2.4
either are being constructed or have been completed. In each case, the cost has been
front-ended by the relevant owner. In order for that owner to collect front-ending
payments from other benefiting owners, it is necessary for a front-ending agreement to
be made in accordance with Part II of the Development Charges Act, R.S.O. 1990,
REPORT NO. WD-26-97
PAGE 8
c.D.9, as amended. There is considerable urgency since a new Development Charges
Act is before the Legislative Assembly for third reading. It is probable that it will permit
front-ending agreements to be made only where they are made before commencement of
the works proposed to be front-ended.
2.6 Each of the owners of the lands referred to in paragraph 2.4 who has incurred costs for
front-ending certain services has requested that the Municipality enter into a front-ending
agreement to give effect to cost-sharing principles set out in front-ending agreements
reports prepared by G.M. Sernas & Associates Ltd. and dated April, 1997 under the
current Development Charges Act.
2.7 Additionally, the Municipality has entered into an agreement dated November 17, 1995
with Robert Russell Carruthers and Elizabeth Grace Smith as a condition of a land
severance granted under the Planning Act. In it the owners agreed to construct and
install certain external and oversized works comprising part of the North Bowmanville
Stormwater Management Project and Storm Trunk Sewers Works that would be of
benefit to other benefiting lands as well. Pursuant to this agreement the owners have
requested that the Municipality enter into a front-ending agreement with them dealing
with the works front-ended by them in accordance with a front-ending agreement report
prepared by G.M. Sernas & Associates Ltd. and dated April, 1997.
2.8 Although there is not an agreement between the Municipality and Halloway Holdings
Ltd. respecting the making of a front-ending agreement for the part of the North
Bowmanville Stormwater Management Project and Storm Trunk Sewers which are not
being undertaken by Mr: Carruthers and Ms. Smith, nor an agreement between the
Municipality and the owners who are responsible for constructing the Horban Stormwater
Management Facility and associated works, in staffs opinion it would be appropriate for
REPORT NO. WD-26-97
PAGE 9
front-ending agreements to be made by the Municipality and the relevant owners in
respect of these works as well.
2.9 Staff has reviewed and approved the cost-sharing principles and data of the following
reports prepared by G.M. Semas & Associates Ud. dated April, 1997 and on fIle with
me. It is recommended that these principles and data be included in front-ending
agreements with the owner or owners concerned:
1. Bradshaw Street Road
Reconstruction Front-Ending
Agreement
2. Horban Pond Water Quality Facility
Front-Ending Agreement
3. Macourtice Front-Ending Agreement
4. North Bowmanville Stormwater
Management Project and Storm
Trunk Sewers Front-Ending Agreement (Carruthers)
5. North Bowmanville Stormwater
Management Project and Storm
Trunk Sewers Front-Ending Agreement (Halloway)
6. Willowbrook Gardens & Mearns I
Front-Ending Agreement
REPORT NO. WD-26-97
PAGE 10
2.10 As indicated above, generally the subdivision agreements respecting the draft plans of
subdivision referred to in paragraph 2.5 contemplated that the front-ending agreement
would have a term of 10 years. In the case of the North Bowmanvile Storm Water
Management Project and Storm Trunk Sewer Works, staff is of the opinion that the term
of each of the front-ending agreements should be 15 years rather than 10 years and I so
recommend to Council.
2.11 Notice has been given of a public meeting to be held by Council to consider submissions
from members of the public respecting a proposed amendment to the Municipality's
Development Charge By-law (By-law No. 92-105, as amended) to add the following
designated services to the by-law as a fIrst step to the making of front-ending agreements
between the Municipality and the relevant owners:
. Bradshaw Street Road Reconstruction Works including storm sewers, storm
connections, road granulars, curbs, pavement, sidewalks and other related works
along Bradshaw Street from Concession Street northerly approximately 460
metres.
. The Horban Stormwater Management Facility and all associated Works, located
northeast of the intersection of Trolls Road and Nash Road, and including
external storm sewers located from approximately 110 metres north of Nash
Road, easterly approximately 55 metres from the northeast comer of Nash Road
and Trolls Road, northerly approximately 80 metres, then northeasterly
approximately 45 metres to the headwall.
· Jackman Tributary Water Quality Pond and Tributary Erosion Protection Works
located southwest of the intersection of Middle Road and Scugog Street.
REPORT NO. WD-26-97
PAGE 11
.
Middle Road Trunk Storm Sewer located from approximately 150 metres north
of the intersection of Scugog Street and Middle Road, northerly approximately
570 metres.
.
Middle Road Trunk Storm Sewer located from approximately 150 metres north
of the intersection of Scugog Street and Middle Road, southerly approximately
135 metres.
.
Scugog Street Trunk Storm Sewer located from approximately 330 metres north
of the intersection of Scugog Street and Middle Road, south easterly
approximately 415 metres.
.
Longworth A venue Trunk Storm Sewer and Bowmanville Creek Works from
MH1 located at the intersection of Scugog Street and Middle Road, westerly
approximately 280 metres to the outfall, and including the Bowmanville Creek
Works located immediately west of the headwall.
.
Trunk Storm Sewer from the intersection of Willey Drive and Laurelwood Street
northeasterly along Willey Drive approximately 345 metres, then easterly along
Goodwin A venue approximately 65 metres.
.
Trunk Storm Sewer from the intersection of Willey Drive and Laurelwood Street,
northerly approximately 280 metres, then easterly along Honeyman Drive
approximately 270 metres, then northerly approximately 155 metres to Gimblett
Street, then northerly along Gimblett Street approximately 95 metres.
REPORT NO. WD-26-97
PAGE 12
· Trunk Storm Sewer from the intersection of Willey Drive and Laurelwood Street,
southerly along Laurelwood Street approximately 85 metres.
· Trunk Storm Sewer from the intersection of Longworth A venue and Laurelwood
Street, westerly along Longworth Avenue approximately 205 metres.
· Trunk Storm Sewer from the intersection of Longworth A venue and Middle
Road, easterly along Longworth A venue approximately 70 metres.
· Trunk Storm Sewers on Courtice Road (Regional Road 34) from approximately
260 metres north of Hwy. No.2, southerly approximately 215 metres to the
headwall and including related erosion Works located immediately west of the
headwall.
· Master Drainage Study for East Tributary of Black Creek.
· . Trunk Storm Sewers from Mearns A venue, approximately 360 metres north of
Concession Street, northerly along Mearns Avenue approximately 200 metres,
then westerly along Ireland Street approximately 150 metres.
· Trunk Storm Sewers from Mearns A venue, approximately 360 metres north of
Concession Street, westerly approximately 20 metres to Edgerton Drive, then
southerly and westerly along Edgerton Drive approximately 275 metres to
Kershaw Street, then southerly along Kershaw Street approximately 265 metres
to Concession Street.
REPORT NO. WD-26-97
PAGE 13
. Trunk Stonn Sewers along Concession Street from approximately 170 metres
west of Mearns Avenue, westerly approximately 95 metres, then southerly
through an easement approximately 110 metres to the outfall.
. Trunk Stonn Sewers along Mearns A venue from approximately 360 metres north
of Concession Street, northeasterly approximately 15 metres.
3.0 CONCLUSION
3.1 It is respectfully recommended that Council pass an "appropriate amendment to By-law
No. 92-105, as amended, to give effect to the recommendations contained in this report.
3.2 It is also respectfully recommended that Council approve the making of front-ending
agreements under Part II of the current Development Charges Act with the owners listed
below and pass the necessary by-laws to authorize the Mayor and Clerk to execute the
same on behalf of the Municipality:
Owner
Front.;.Eildin2 A2reement Report
1.
Royal Bank of Canada
Ashdale Capital Corporation Ltd.
By its Receiver and Manager
BDO Dunwoody Limited
621182 Ontario Ltd.
Bradshaw Street Road
Reconstruction Front-Ending
Agreement
2.
Royal Bank of Canada
848601 Ontario Inc.
829633 Ontario Inc.
Horban Pond Water Quality
Facility Front-Ending
Agreement
REPORT NO. WD-26-97
PAGE 14
3.
Macourtice Developments Inc.
4.
Mr. R. Carruthers
Ms. Elizabeth Smith
5.
Halloway Holdings Ltd.
-~
6.
Ashdale Capital Corporation
Ltd. By its Receiver and
Manager BDO Limited
621182 Ontario Ltd.
Respectfully submitted,
~t/~
Stephen A. Vokes, P.Eng.
Director of Public Works
DH*SA V*ph
April 28, 1997
Reviewed by,
Macourtice Front-Ending
Agreement
North Bowmanville Stormwater
Management Project and Storm
Trunk Sewers Front-Ending
Agreement
North Bowmanville Stormwater
Management Project and Storm
Trunk Sewers Front-Ending
Agreement
Willowbrook Gardens & Mearns I
Front- Ending Agreement
W. H. Stockwell
Chief Administrative Officer
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON
BY-LAW NUMBER 97-93
being a By-law to amend By-law No. 92-105, as
amended
WHEREAS in accordance with section 4 of the Development Charges Act, R.S.O. 1990, c.
0.9, the Municipality gave notice of a public meeting held on April 28, 1997 to consider
proposals to amend By-law No. 92-105 to add certain designated services for specified
Benefiting Areas to the designated services in respect of which development charges are
payable;
WHEREAS at the public meeting held on April 28, 1997, Council heard all persons who
applied to be heard in objection to or in approval of the aforesaid proposals and considered
all written communications;
WHEREAS Council considers it expedient to amend By-law No. 92-105 as set out below;
NOW THEREFORE THE COUNCIL of The Corporation of the Municipality of Clarington
enacts as follows:
1. By-law No. 92-105 as amended by By-laws No. 93-74, 94-115 and 96-165 and 97-85
is further amended by:
(a) adding to clause 1(1)(i) after the letter and figure "A-5" the letter and figure
"A-6";
~~
(b) adding to clause 1(1)(0) after the letter and figure "B-5" the letter and figure
"B-6";
(c) adding to subsection 4(2) after the letter and figure "B-5", the letter and
figure "B-6";
(d) adding a new Schedule "A-6" which is deemed to be attached to and form
part of By-law No. 92-105, as amended.. and to have the content of Schedule
"A - 6" attached hereto; and
(e) adding a new Schedule "B-6" which is deemed to be attached to and form part
of By-law No. 92-105, as amended, with the content of Schedule "B-6"
attached hereto.
BY-LAW read a first and second time this 30th day of April, 1997.
BY-LAW read a third time and finally passed this 30th day of April, 1997.
Mayor
Clerk
~;
SCHEDULE A-6
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IlACOURnCE
DEVaOPMENTS INC.
FRONT-fNDING AGREEMENT
BENEFmlNG AREAS
G.M.Semas
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1!6054
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SCHEDULE "B-6"
1. Trunk Storm Sewers on Courtice Road (Regional Road 34) from approximately 260
metres north of Hwy. No.2, southerly approximately 215 metres to the headwall and
including related erosion Works located immediately west of the headwall.
2. Master Drainage Study for East Tributary of Black Creek.
THE CORPORATION OF THE MUNICIPALITY OF CLARlNGTON
BY-LAW NUMBER 97-89
being a By-law to authorize the making of a front-ending
agreement between the Municipality of Clarington and
Macourtice Developments Inc.
WHEREAS the Council of the Municipality of Clarington has approved the
recommendations contained in Report #WD-26-97 relating to the Macourtice Front Ending
Agreement at its meeting on April 30, 1997 and has passed By-law No. 97-93, being a by-law
to amend the Municipality's Development Charge By-law, By-law No. 92-105, as amended,
NOW THEREFORE the Council of The Corporation of the Municipality of Clarington
enacts as follows:
1. lHAT the Mayor and Clerk are authoriZed to execute a front-ending agreement with
Macourtice Developments Inc. under Part II of the Development Charges Act
R.S.O. 1990 c.D.9 respecting the services referred to in a report entitled Macourtice
Front-Ending Agreement Municipality of Clarington, dated April, 1997 and prepared
by G.M. Semas & Associates Ltd.
BY-LAW read a first and second time this 30th day of April, 1997.
BY-LAW read a third time and finally passed this 30th day of April, 1997.
MAYOR
CLERK