Joint Agriculture and
Rural Affairs Committee and Planning and Environment Committee
Réunion conjointe des Comités de l'agriculture et des questions rurales
et de l'urbanisme et de l'environnement
20 March 2009 / le 20 mars 2009
Submitted by/Soumis par : Nancy Schepers, Deputy City Manager/
Directrice municipale adjointe,
Infrastructure Services and
Community Sustainability/
Services d’infrastructure et
Viabilité des collectivités
Contact Person/Personne-ressource : Lesley Paterson, Program
Manager/Gestionnaire de programme, Community Planning and
Design/Aménagement et conception communautaire, Planning and Growth
Management/Urbanisme et Gestion de la croissance
(613)
580-2424 x21611, lesley.paterson@ottawa.ca
SUBJECT:
|
COMPREHENSIVE OFFICIAL PLAN
REVIEW - DRAFT OFFICIAL PLAN AMENDMENT - PUBLIC MEETING |
|
|
OBJET :
|
RÉVISION DÉTAILLÉE DU PLAN OFFICIEL -
MODIFICATION PROVISOIRE AU PLAN OFFICIEL – RÉUNION PUBLIQUE |
That
the joint meeting of Planning and Environment Committee and Agriculture and
Rural Affairs Committee:
1.
Hold a Public Meeting on the draft Official Plan
Amendment for the City of Ottawa arising out of the comprehensive five-year
review;
2.
Receive the proposed additions to the draft
Official Plan Amendment (February 2, 2009)
pertaining to Urban Expansion Areas as outlined in this report; and
3. Direct staff to review all written and
oral submissions and directions from Committee and to provide:
a. feedback on all submissions received
orally or in writing; and
b. recommended changes to the draft
Official Plan Amendment; and
c.
a
revised draft Official Plan Amendment
for
consideration when the joint public meeting of Planning and Environment
Committee, and Agriculture and Rural Affairs Committee, resumes on May 11,
2009.
Que le Comité de l’urbanisme et de l’environnement
et le Comité de l’agriculture et des affaires rurales :
1.
tiennent
une réunion publique sur la modification préliminaire du Plan officiel pour la
Ville d’Ottawa dans le cadre de son examen quinquennal exhaustif;
2.
prennent
connaissance des ajouts proposés dans le cadre de la modification préliminaire
du Plan officiel (le 2 février 2009) au sujet des zones d’étalement
urbain telles que décrites dans le présent rapport;
3.
demandent
au personnel d’examiner toutes les demandes et les directives reçues à l’oral
ou par écrit du Comité et de fournir :
a. une
rétroaction sur toutes les demandes reçues à l’oral ou par écrit;
b. la
recommandation de changements à la modification préliminaire du Plan officiel;
c.
une
version révisée de la modification préliminaire du Plan officiel;
aux fins d’examen lors de la prochaine réunion
publique conjointe du Comité de l’urbanisme et de l’environnement et du Comité
de l’agriculture et des affaires rurales prévue le 11 mai 2009.
REPORT RECOMMENDATION
That the joint meeting of Planning and Environment
Committee, and Agriculture and Rural Affairs Committee:
1. Hold
a Public Meeting on the draft Official Plan Amendment for the City of Ottawa
arising out of the comprehensive five-year review; and
2. Direct
staff to review all written and oral submissions and directions from Committee
and to provide:
a. feedback
on all submissions received orally or in writing; and
b. recommended
changes to the draft Official Plan Amendment; and
a
revised draft Official Plan Amendment
for consideration when the joint public meeting of
Planning and Environment Committee, and Agriculture and Rural Affairs
Committee, resumes on May 11, 2009.
RECOMMANDATION DU RAPPORT
This is the Public Meeting required under the Planning Act for all Official Plan Amendments. The intention is that once all the presentations have been made, the public meeting will be adjourned for a few weeks to allow staff to respond to the submissions and revise the draft Official Plan Amendment as required. The public meeting will resume on May 11, 2009 with that additional material having been made available in advance. Committee will not make decisions on the draft Official Plan Amendment until the revised amendment is provided in May.
Also, by way of this report, staff is providing an important addition to the proposed comprehensive amendment related to urban expansion areas.
The draft Official Plan Amendment was tabled with a joint meeting of Planning and Environment Committee and Agricultural and Rural Affairs Committee on February 2, 2009 (http://www.ottawa.ca/calendar/ottawa/citycouncil/ara/2009/02-02/jointagendaindex1.htm). It was placed on technical circulation on February 13 and public circulation on February 17, 2009. Preliminary proposed policies were available for review in April 2008 and revised policies in November 2008. Staff also held public information meetings on the proposed changes in various locations throughout the city as required by the Planning Act. To date, a number of written submissions have been made to the City and these have been made available to Councillors. They are also available in the City Clerk’s Office.
Staff have identified the need for an additional 850 gross hectares of urban residential land. At the time that the draft Official Plan Amendment was circulated, it did not contain specific policies or recommendations on the proposed urban expansion areas. The candidate areas had been identified and explained, and a preliminary review had been completed. Since that time:
· Consultants have done more in-depth analysis of the servicing requirements;
· Staff have received some comments on the proposed criteria and the weight given to the criteria that have resulted in their reconsideration; and
· Staff have done a careful review of the figures.
This work has led to a revision of the relative scores and recommendations for inclusion in the urban area.
The way in which these lands would be provided for in the Official Plan was not discussed previously. The primary interest of the City is that various works be undertaken and commitments made before urban status is placed on these lands. That is the basis of the proposed amendment attached as Document 1. The evaluation of candidate areas is attached as Document 2.
This proposed addition to the comprehensive amendment has been placed on circulation in order to meet the timeframe of the continuation of the public meeting on May 11, 2009.
The public meeting is a requirement of the Planning Act as part of the formal public consultation on the proposed Official Plan Amendment.
There are no legal/risk management implications with respect to this report.
There are no financial implications of holding a public meeting.
Document 1 Proposed Addition to Draft Official Plan Amendment, Urban Expansion Areas
Document 2 Evaluation of Candidate Urban Expansion Areas.
Once Council has adopted the Official Plan Amendment, staff will prepare a “record” for submission to the Minister of Municipal Affairs, along with the request for approval.
PROPOSED OFFICIAL PLAN AMENDMENT, URBAN
EXPANSION AREA DOCUMENT 1
A draft Official Plan Amendment resulting from a comprehensive five-year review was circulated on February 2, 2009. The Public Meeting required under the Planning Act has been scheduled in two parts. It will begin on March 31, 2009 and will resume again on May 11, 2009. This document is an addendum to the draft Official Plan Amendment circulated on February 2, 2009 and will also be circulated in order to provide for written and oral submissions by May 11, 2009.
The evaluation of candidate urban areas for expansion is found in Document 2.
The proposed additions to the draft Official Plan Amendment are as follows:
1. The areas wholly within the boundaries of the Fernbank Community Design Plan are designated “Future Urban Area” (consistent with the remainder of the Fernbank Community Design Plan lands) in order that they be recognized as Urban Area and part of the Community Design Plan process. These are the areas formerly known as candidate parcels 5a and 5b (see Schedule R35).
2. Various other areas are designated as “Developing Community (Expansion Area)” (see Schedules R34, R36, and R37).
3. A new Section 3.12 is added to the Official Plan:
3.12 –
Developing Community (Expansion Area)
The designation of Developing Community (Expansion Area) on Schedule B and Urban on Schedule A allows for sufficient urban land to support the residential demands of the projected population. These lands, none of which is very large, will develop primarily for residential purposes, although minor, non-residential uses to meet the needs of a neighbourhood may also be located here.
1. Lands are designated on Schedule B as ‘Developing Community (Expansion Area)’ with the intent that these lands will be developed primarily for urban residential uses, once the policies of this section have been satisfied.
2. The type of study and development plan required to achieve the policies of this section will be agreed to in advance and may be a community design plan, a concept plan or a plan of subdivision.
3. Proponents of development will complete, to the satisfaction of the City, studies and a plan of sufficient detail to:
a. Identify the location, timing and cost of roads and transit facilities, water and wastewater services, public utilities, and stormwater management facilities, etc. required on-site and off-site to service the area; and
b. Identify the natural heritage system on the site independent of the potential developable area. Typically an environmental management plan as described in Section 2.4.2 will be prepared where a subwatershed study does not exist or does not provide sufficient guidance to identify the environmental features on the site and their functions, which together constitute the natural heritage system. The components of this system are generally described in Section 2.4.2, with the exception that significant woodlands are to be further evaluated consistent with the Urban Natural Areas Environmental Evaluation Study. No development is permitted within this system, which is to be conveyed to the City for public use before development of the area is approved; and
c. Identify Recreational Pathways on the site; and
d. Evaluate the adequacy of community facilities existing or planned for the area: and
e. Include a Financial Implementation Plan to show how the following will be secured at no cost to the City:
1. The on-site and off-site servicing systems described above; and
2. The natural heritage system; and
3. Implementation of Recreational Pathways as identified in this Plan; and
4. Improvements to community facilities, if required.
f. Show how the plan will achieve other policies of this Official Plan including, but not limited to, housing mix and densities and affordable housing; and
g. Meet the requirements of Phase 1 and 2 of the Environmental Assessment Act where required.
4. Where the development plan impacts multiple landowners, it is their responsibility to collaborate on the preparation of the plan and to agree on how parks, stormwater ponds and any other facilities will be located and costs shared.
5. An amendment to this Plan will not be required to remove the designation of Developing Community (Expansion Area) and replace it with General Urban Area, but an amendment may be required to implement infrastructure and open space provisions of plans approved for individual areas. Development may proceed once the City is satisfied that the requirements of this section have been met and the development plan has been approved by the City.
EVALULATION OF CANDIDATE URBAN
EXPANSION AREAS DOCUMENT
2
The Residential Land Strategy for Ottawa, 2006 to 2031, identifies a need for some additional urban lands to the year 2031. The recommendation is for an additional 850 gross hectares of urban residential land through an urban boundary adjustment in the updated Official Plan. The intent of the expansion is to add small amounts of urban land to the boundary in a number of locations and thereby use residual capacity in existing infrastructure and provide the highest probability of integration with the existing community. The purpose of this summary is to present information for each candidate area and to recommend appropriate locations for changes to the urban boundary.
The recommended expansion areas are based on balancing various considerations:
· The availability of land in a non agricultural designation
· The expected absorption rate in various areas
· The relative merit of each parcel based on a number of evaluation criteria
Table 1: Additions to the Urban Area, 1987 to 2009 |
|||
|
|||
Year
|
Ha added |
Gross Ha |
|
1987 |
|
31,815 |
|
1988 |
183.0 |
31,998 |
Land
added in Kanata North (ROPA's 73 & 74 to 1974 Regional OP) |
1988 |
26.0 |
32,024 |
Salvation
Army site, southwest of 417 and Terry Fox, ROPA
75 |
1988 |
16.0 |
32,040 |
Land
southeast of Innes & 10th Line, ROPA 79 to 1974 ROP |
1989 |
567.9 |
32,608 |
Leitrim
added at adoption of 1988 ROP (not including wetland) |
1990 |
1245.0 |
33,853 |
Orleans
Expansion added through ROPA 1 to the 1988 ROP |
1992 |
40.0 |
33,893 |
Palladium,
ROPA 8 to 1988 ROP |
1994 |
2.1 |
33,895 |
St.
John's Anglican Church, north Kanata, ROPA 43 |
1995 |
12.5 |
33,908 |
Goulbourn
Recreation Complex added to Stittsville, ROPA 48 |
1996 |
202.0 |
34,110 |
Kanata
North Expansion Area added through ROPA 41 |
2000 |
685.0 |
34,795 |
Kanata
West added through ROPA 9 to the 1997 ROP |
2001 |
- |
34,795 |
Size
of urban area at amalgamation |
2006 |
470.6 |
35,265 |
Del-Brookfield-Westpark
added (Board order in 2006) |
2009 |
795.0 |
36,060 |
Proposed
additions |
Total 1987 to 2006 |
3450.1 |
|
Increase
from 1987 = 10.8% over 19 years |
Total 1987 to 2009 |
4300.0 |
|
Increase
from 1987 = 13.5%% over 22 years |
A number of assumptions guided the identification of candidate areas for analysis:
Secondly, the areas were screened based on the presence of Natural Heritage System components. Focus was placed on forested areas, wet areas, escarpments and valleylands. This information was used to understand the availability of developable land within the study area and to profile the possibility of securing these lands through the process at no cost to the City. Such natural heritage features were not included in the definition of “gross developable” residential hectares.
Gross hectares identified: 2035
Gross developable hectares identified: 1537
Gross developable residential hectares required: 850
The purpose of the evaluation is to identify the specific 850 ha to be recommended for inclusion in the urban area, from among the 2035 ha initially identified.
The areas that were included as candidate areas for analysis are shown on the maps in Annex 1. The tables in Annex 1 provide a basic description of each candidate area including the location, size, designation, zoning, current and adjacent land uses. Any relevant planning history is also provided.
The lands selected as candidate areas were not influenced by ownership or by the submission of planning applications. However, three landowners submitted studies to indicate that the Agricultural Resource Area designation on their land was inappropriate. Annex 2 is the staff response to these studies. Otherwise, the existing designations were taken at face value and not reviewed.
Annex 3 is a list of submissions received during the review process. While this material was scrutinized, it was not the basis for identifying candidate areas.
The objective is to identify an additional 850 hectares of gross residential land. Gross residential land includes residential land, public streets and a limited range of non-residential uses typically found in a neighbourhood such as parks, schools, community centres, churches, convenience level retail and stormwater facilities. It is usually measured in dwelling units per land area. It does not usually include significant natural areas that would be ‘in addition to’ the gross residential requirements.
The candidate areas have been examined with respect to the presence of natural heritage features. The land described as natural heritage is subtracted from the parcel size and the remainder is the gross residential area of the candidate parcel.
It is very clear that each of the candidate sites could be made to work. This is very much an exercise of the relative merits of the various candidate areas.
Each candidate area has been evaluated against the criteria in Table 2. All distances are measured from the centroid of the candidate area to the facility. The possible scores are distributed as follows and then weighted:
Criteria |
Possible
Score |
Weight |
Total
Possible Weighted Score |
Servicing |
12 |
2 |
24 |
Transportation |
12 |
2 |
24 |
Community Facilities |
18 |
1 |
18 |
Potential Conflicts |
4 |
1 |
4 |
Physical Characteristics |
5 |
1 |
5 |
Demand for land |
4 |
2 |
8 |
Total |
55 |
|
83 |
Table 2 –
Evaluation Criteria and Scores
Criteria |
Description |
Scores |
Possible Score |
1.
Serviceability – Water |
Scores for each site ranged from 0 to 4 based on consideration of the factors in the next column. |
0 – major upgrade / expansion of pump station and/or distribution system required to service development area 4 – residual capacity available in pressure zone to service development area with no or minimal investment in existing distribution system |
4 |
2.
Serviceability – Wastewater |
Scores for each site ranged from 0 to 4 based on consideration of the factors in the next column. |
0 – no gravity outlet; may require new local pump station and forcemain due to topographic conditions; capacity upgrades required in external trunk sewers and / or pump station 4 – existing trunk sewers and / or pump stations have residual capacity to service development area with no or minimal investment |
4 |
3.
Serviceability – Stormwater |
Scores for each site ranged from 0 to 4 based on consideration of the factors in the next column. |
· 0 – existing servicing constraints; flood hazard constraints; no Environmental Management / Subwatershed Plan available to guide development area · 4 – Environmental Management / Subwatershed Plan available to guide development; little or no servicing / flood hazard constraints |
4 |
4.
Capacity - roads |
Examined the
existing/planned road infrastructure to determine if capacity can accommodate
demand |
·
0 – Major capacity problem will occur ·
1 – Moderate capacity problem ·
2 – Limited capacity problem ·
3 – No major capacity problem |
3 |
5.
Accessibility –Arterial Roads |
·
Direct access to an existing or planned arterial road |
·
0 – No direct access ·
1 – direct access to one collector road ·
2 – Direct access to one arterial road ·
3 – Direct access to 1 arterial and 1 or more collectors ·
4 – Direct access to two or more arterials |
4 |
6.
Accessibility – Transit |
·
Distance to existing or planned rapid transit network or to park and
ride. The average is 2.9 km. The points measure up to 25% more or less
and 50% more or less |
·
0 points – more than 4.4 km ·
1 points – 3.8 to 4.4 ·
2 points – 3.0 to 3.7 ·
3 points – 2.3 to 2.9 ·
4 points – 1.6 to 2.2 ·
5 points – 0 to 1.5 |
5 |
7.
Accessibility to existing or planned retail/commercial focus |
·
Distance to Mainstreet or Mixed Use Centre. The average is 4.6 km. |
·
0 points – more than 6.9 km ·
1 points – 5.9 to 6.9 ·
2 points – 4.7 to 5.8 ·
3 points – 3.6 to 4.6 ·
4 points – 2.4 to 3.5 ·
5 points – 0 to 2.3 |
5 |
8.
Ability to work in community |
·
Jobs/Housing Balance. This is
cumulative, starting at the parcel nearest to the urban boundary |
·
0 – insufficient (<1.10) ·
1 – 1.1 to 1.19 ·
2 – 1.2 to 1.24 ·
3 – 1.25 or more |
3 |
9.
Accessibility to community facilities |
·
Distance to Major Recreational Facility. The average distance is 3.3 km |
·
0 points – more than 4.9 km ·
1 points – 4.2 to 4.9 ·
2 points – 3.4 to 4.1 ·
3 points – 2.6 to 3.3 ·
4 points – 1.7 to 2.5 ·
5 points – 0 to 1.6 |
5 |
10.
Availability of existing or planned emergency services |
·
Distance to emergency fire, ambulance and police (total /2). The average distance is 5.7 km |
·
0 points – more than 8.5 km ·
1 points – 7.2 to 8.5 ·
2 points – 5.8 to 7.1 ·
3 points – 4.4 to 5.7 ·
4 points – 2.9 to 4.3 ·
5 points – 0 to 2.8 |
5 |
11.
Conflicting Land Uses |
·
Agricultural Resource Area within 500 metres |
·
0 – yes ·
2 – no |
2 |
12.
Conflicting Land Uses |
·
Adjacent rural development:
Country Lot or Village Development |
·
0 – yes ·
2 – no |
2 |
13.
Environment – soil constraints |
·
Presence of potential soil constraints |
·
0 – present ·
2 – absent |
2 |
14. Depth
to Bedrock |
|
·
0 – 0-2 metres ·
1 – 2 to 3 metres ·
2 – 5 to 10 metres ·
3 – 10 to 15 metres |
3 |
15.
Land Absorption |
·
Approximate years supply in 2007 |
·
0 – >21 (Riverside South) ·
1 – 20 to 21 (Leitrim) ·
2 – 18 to 19 (Kanata, Stittsville) ·
3 – 16 to 17 ·
4 – <16 (South Nepean, Orleans) |
4 |
Total |
|
|
55 |
Various ways exist to distribute the 850 hectares of additional urban land. In total size it is equivalent to an area 50% larger than the designated urban area of Leitrim or to an area about half the size of the total urban area of Stittsville.
1. Council could place it all in one location to facilitate comprehensive planning of the lands. This is not recommended because such a strategy will have the greatest impact on the demand for services. It is intended that this addition be more of a rationalization of the urban boundary and not the creation of a new community. This particular work is looking for the location that makes the most efficient use of existing infrastructure and services.
2. Council could distribute it based on the existing absorption rate in each urban centre of Kanata/Stittsville, South Nepean, Riverside South, Leitrim and Orleans. This approach treats the Nepean South market as completely distinct from the Riverside South market. Table 3 summarizes the land consumption patterns over the last 10 years and the implications for land supply if the 850 hectares will contribute to providing a similar number of years supply in each area.
Table
3– Potential Distribution of 850 Ha Based on Historical Absorption Rates in
Urban Centres
Area |
10-year demand (average
per year) Net Hectares1 |
Total Supply of Vacant
Land (net ha 2007) |
Approximate years supply (end of 2007) |
Proposed Additional Gross
Residential Hectares |
Approximate years supply
with additions (end 2007)2 |
|
Kanata - Stittsville |
48.0 |
880.7 |
18.3 |
315 |
21.6 |
|
South
Nepean |
34.9 |
501.3 |
14.4 |
1703 |
16.8 |
|
Riverside
South |
9.6 |
552.7 |
57.5 |
0 |
57.5 |
|
Leitrim |
6.3 |
138.3 |
22.0 |
0 |
22.0 |
|
Orléans |
30.7 |
477.1 |
15.5 |
365 |
21.5 |
|
Total |
126.5 |
2,550.1 |
20.2 |
850 ha |
23.5 |
|
|
*
Notes: 1.
Total does not add because Leitrim average is based only on the 5-year period
2003-07 during which there was building activity. 2. Gross ha are converted to net
ha based on an assumption of 50%. 3. Only 170 ha have been
identified as candidate areas in South Nepean so this is the maximum total
that can be added. |
|||||
3. Council could distribute the 850 hectares based on growth patterns in three urban centres in the west, south and east. This treats the South Nepean, Leitrim, Riverside South market as a block. Over the next 20 to 25 years it is highly likely that the rate of growth in Riverside South will increase in response to the construction of rapid transit as well as the Strandherd-Armstrong Bridge. Such an approach is described in Table 4.
Table 4 – Potential Distribution of 850 Ha
based on Historical Absorption Rates in Generalized Urban Locations
Area |
10-year
demand (average per year) Net
Hectares |
Total
Supply of Vacant Land (net ha
2007) |
Approximate
years supply (in 2007) |
Proposed
Additional Gross Residential Hectares |
Approximate
years supply with additions (end 2007) |
West |
48.0 |
880.7 |
18.3 |
425 |
22.8 |
South |
47.7 |
1,192.3 |
25.0 |
0 |
25.0 |
East |
30.7 |
477.1 |
15.5 |
425 |
22.4 |
Total |
126.5 |
2,550.1 |
20.2 |
850 ha |
23.5 |
4. Council could distribute the 850 ha equally among the three urban areas east, west, and south. This is shown in Table 5. It does not recognize the historical trends in each area.
Table 5 – Potential Distribution of 850 Ha
based on an equal share to Generalized Urban Locations
Area |
10-year
demand (average per year) Net
Hectares |
Total
Supply of Vacant Land (net ha
2007) |
Approximate
years supply (in 2007) |
Proposed
Additional Gross Residential Hectares |
Approximate
years supply with additions (end 2007) |
West |
48.0 |
880.7 |
18.3 |
283.3 |
21.3 |
South |
47.7 |
1,192.3 |
25.0 |
283.3 |
28.0 |
East |
30.7 |
477.1 |
15.5 |
283.3 |
20.1 |
Total |
126.5 |
2,550.1 |
20.2 |
850 ha |
23.5 |
Comparison of Areas
Annex 1 includes a profile
of each area and summarizes each evaluation. Such an analysis results in the
following distribution of additional urban land (Table 6).
Table 6– Potential
Distribution of 850 Ha Based on Comparison of all candidate areas based on
criteria
Area |
10-year
demand (average per year) Net
Hectares |
Total
Supply of Vacant Land (net ha
2007) |
Approximate
years supply (in 2007) |
Proposed
Additional Gross Residential Hectares |
Approximate
years supply with additions (end 2007) |
West |
48.0 |
880.7 |
18.3 |
445.1 |
23.0 |
South |
47.7 |
1,192.3 |
25.0 |
121.4 |
26.3 |
East |
30.7 |
477.1 |
15.5 |
228.6 |
19.2 |
Total |
126.5 |
2,550.1 |
20.2 |
795.1 |
23.3 |
The specific scores in order from highest to lowest are shown in Table 7. It is recommended that the shaded parcels be included in the Urban Area. These are also shown on Map 1.
The objective was to
identify 850 ha of additional urban residential land. Based on the evaluation, approximately 800 hectares are clearly
identified as scoring high enough to be included. The next two parcels have the same score but together they bring
the total to approximately 900 ha. They
have therefore been excluded.
Table 7 – Areas Sorted by
Total Score
|
|
|
|
1. Water Infrastructure |
2. Sewer Infrastructure |
3. Stormwater |
4. Road Capacity |
5. Arterial-Collector Frontage |
6. Rapid Transit |
7. Mainstreet -MUC Distance |
8. Jobs-Housing Balance |
9. Major Recreational Facility |
10. Emergency Services |
11. Agricultural Land Conflict |
12. Country Lot Conflict |
13. Soil Constraints |
14. Depth to Bedrock |
15. Land Absorption |
Total |
Maximum unweighted score |
4 |
4 |
4 |
3 |
4 |
5 |
5 |
3 |
5 |
5 |
2 |
2 |
2 |
3 |
4 |
55 |
|||
Weight |
|
|
|
2 |
2 |
2 |
2 |
2 |
2 |
1 |
1 |
1 |
1 |
1 |
1 |
1 |
1 |
2 |
- |
Maximum weighted score possible |
8 |
8 |
8 |
6 |
8 |
10 |
5 |
3 |
5 |
5 |
2 |
2 |
2 |
3 |
8 |
83 |
|||
Area |
Gross Ha |
Gross Developable Ha |
Cumulative developable ha |
Unweighted Scores |
|
||||||||||||||
5a |
114.2 |
105.2 |
105.2 |
4 |
4 |
4 |
3 |
4 |
5 |
5 |
3 |
3 |
4 |
2 |
2 |
2 |
2 |
3 |
77 |
7a |
42.8 |
27.2 |
132.4 |
2 |
4 |
2 |
3 |
3 |
5 |
4 |
2 |
3 |
3 |
2 |
2 |
2 |
3 |
4 |
67 |
5b |
68.7 |
57.7 |
190.1 |
4 |
3 |
4 |
3 |
3 |
3 |
5 |
3 |
5 |
5 |
0 |
2 |
0 |
0 |
3 |
66 |
6a |
26.6 |
26.6 |
216.7 |
4 |
3 |
2 |
3 |
3 |
4 |
5 |
3 |
4 |
4 |
0 |
2 |
2 |
1 |
3 |
65 |
7b |
50.4 |
34.8 |
251.5 |
2 |
4 |
0 |
3 |
3 |
4 |
4 |
2 |
3 |
3 |
0 |
2 |
2 |
3 |
4 |
59 |
7c |
74.9 |
59.3 |
310.9 |
2 |
4 |
0 |
3 |
3 |
4 |
4 |
1 |
3 |
3 |
0 |
2 |
2 |
3 |
4 |
58 |
1a |
24.4 |
23.4 |
334.3 |
4 |
4 |
2 |
2 |
2 |
5 |
0 |
3 |
3 |
2 |
2 |
0 |
2 |
1 |
3 |
57 |
1b |
56.7 |
54.7 |
389.0 |
4 |
3 |
2 |
2 |
2 |
5 |
0 |
3 |
3 |
2 |
2 |
2 |
2 |
1 |
3 |
57 |
1d |
46.2 |
46.2 |
435.2 |
4 |
4 |
2 |
2 |
2 |
5 |
0 |
3 |
2 |
2 |
2 |
0 |
2 |
1 |
3 |
56 |
1c |
38.7 |
36.7 |
471.9 |
4 |
3 |
2 |
2 |
2 |
5 |
0 |
3 |
2 |
2 |
2 |
0 |
2 |
1 |
3 |
54 |
11a |
62.6 |
45.6 |
517.6 |
4 |
4 |
2 |
0 |
2 |
4 |
3 |
0 |
1 |
3 |
2 |
2 |
2 |
3 |
3 |
54 |
1h |
18.2 |
15.6 |
533.1 |
4 |
4 |
2 |
2 |
2 |
4 |
0 |
3 |
2 |
1 |
2 |
0 |
2 |
1 |
3 |
53 |
11c |
16.7 |
6.7 |
539.8 |
4 |
4 |
2 |
0 |
2 |
4 |
3 |
0 |
1 |
4 |
2 |
2 |
0 |
3 |
3 |
53 |
10a |
88.7 |
78.7 |
618.6 |
4 |
2 |
0 |
3 |
3 |
4 |
5 |
0 |
1 |
3 |
0 |
2 |
0 |
3 |
3 |
52 |
11f |
69.5 |
10.5 |
629.1 |
4 |
4 |
2 |
0 |
2 |
4 |
3 |
0 |
2 |
4 |
0 |
0 |
2 |
3 |
3 |
52 |
10d |
8.3 |
8.3 |
637.4 |
4 |
2 |
0 |
3 |
2 |
4 |
5 |
0 |
2 |
3 |
0 |
2 |
0 |
3 |
3 |
51 |
11d |
44.1 |
44.1 |
681.5 |
4 |
4 |
2 |
0 |
3 |
3 |
3 |
0 |
0 |
3 |
2 |
2 |
2 |
1 |
3 |
51 |
11b |
64.6 |
34.6 |
716.1 |
4 |
4 |
2 |
0 |
3 |
3 |
2 |
0 |
0 |
3 |
2 |
0 |
2 |
1 |
3 |
48 |
3 |
79.0 |
79.0 |
795.1 |
4 |
4 |
2 |
0 |
2 |
0 |
5 |
3 |
1 |
3 |
2 |
0 |
2 |
1 |
3 |
47 |
10b |
88.8 |
84.8 |
879.8 |
4 |
1 |
0 |
3 |
3 |
3 |
5 |
0 |
0 |
2 |
0 |
0 |
0 |
3 |
3 |
44 |
10e |
19.9 |
19.9 |
899.7 |
4 |
2 |
0 |
3 |
1 |
3 |
4 |
0 |
1 |
2 |
0 |
2 |
0 |
3 |
3 |
44 |
1e |
95.6 |
59.0 |
958.7 |
1 |
4 |
2 |
0 |
1 |
4 |
1 |
3 |
3 |
1 |
2 |
0 |
2 |
1 |
3 |
43 |
10c |
88.6 |
54.6 |
1,013.3 |
4 |
1 |
0 |
3 |
3 |
3 |
4 |
0 |
0 |
2 |
0 |
0 |
0 |
3 |
3 |
43 |
11e |
41.0 |
16.0 |
1,029.3 |
4 |
1 |
2 |
0 |
2 |
4 |
3 |
0 |
0 |
3 |
2 |
0 |
2 |
1 |
3 |
43 |
9a |
29.6 |
29.6 |
1,058.8 |
3 |
3 |
2 |
0 |
2 |
1 |
3 |
2 |
2.5 |
4 |
2 |
2 |
2 |
1 |
1 |
42.5 |
4 |
59.0 |
38.5 |
1,097.3 |
2 |
2 |
2 |
0 |
3 |
0 |
5 |
3 |
1 |
2 |
2 |
2 |
2 |
1 |
3 |
42 |
11g |
38.8 |
0.0 |
1,097.3 |
4 |
4 |
2 |
0 |
1 |
3 |
2 |
0 |
0 |
3 |
0 |
0 |
2 |
1 |
3 |
42 |
6b |
12.3 |
12.3 |
1,109.6 |
0 |
3 |
2 |
0 |
0 |
3 |
5 |
3 |
4 |
4 |
2 |
0 |
0 |
1 |
3 |
41 |
1f |
42.1 |
34.1 |
1,143.8 |
4 |
1 |
2 |
0 |
0 |
5 |
0 |
3 |
2 |
1 |
2 |
0 |
2 |
1 |
3 |
41 |
6c |
19.8 |
19.8 |
1,163.6 |
0 |
3 |
2 |
0 |
2 |
2 |
5 |
3 |
2 |
4 |
2 |
0 |
0 |
0 |
3 |
40 |
9b |
36.3 |
36.3 |
1,199.9 |
3 |
3 |
2 |
0 |
2 |
0 |
3 |
1 |
2.5 |
3 |
2 |
2 |
2 |
1 |
1 |
38.5 |
2 |
75.2 |
47.2 |
1,247.1 |
4 |
1 |
0 |
0 |
2 |
1 |
3 |
3 |
2 |
3 |
0 |
2 |
2 |
1 |
3 |
38 |
1g |
26.6 |
23.6 |
1,270.7 |
4 |
1 |
2 |
0 |
0 |
4 |
0 |
3 |
1 |
1 |
2 |
0 |
2 |
1 |
3 |
38 |
9c |
40.4 |
37.4 |
1,308.1 |
2 |
2 |
2 |
0 |
3 |
0 |
2 |
0 |
2.5 |
3 |
2 |
2 |
2 |
1 |
1 |
34.5 |
8a |
22.5 |
21.1 |
1,329.2 |
1 |
2 |
2 |
0 |
3 |
0 |
1 |
3 |
2.5 |
2 |
2 |
2 |
2 |
1 |
1 |
33.5 |
8b |
22.7 |
16.5 |
1,345.7 |
1 |
2 |
2 |
0 |
4 |
0 |
1 |
1 |
2 |
2 |
2 |
2 |
2 |
1 |
1 |
33 |
9d |
17.4 |
13.7 |
1,359.4 |
1 |
2 |
0 |
0 |
3 |
0 |
2 |
0 |
2.5 |
3 |
2 |
2 |
2 |
1 |
1 |
28.5 |
8d |
33.7 |
30.7 |
1,390.1 |
0 |
1 |
2 |
0 |
4 |
1 |
0 |
0 |
2 |
1 |
2 |
0 |
2 |
3 |
1 |
28 |
8c |
48.2 |
17.6 |
1,407.7 |
0 |
2 |
2 |
0 |
2 |
0 |
1 |
1 |
2 |
2 |
2 |
2 |
2 |
1 |
1 |
27 |
8f |
93.0 |
75.0 |
1,482.7 |
0 |
1 |
2 |
0 |
4 |
0 |
0 |
0 |
2 |
1 |
2 |
2 |
2 |
1 |
1 |
26 |
8e |
87.8 |
54.7 |
1,537.4 |
0 |
1 |
2 |
0 |
4 |
0 |
0 |
0 |
2 |
1 |
2 |
0 |
2 |
1 |
1 |
24 |
Map 1
ANNEX 1
DESCRIPTION AND EVALUATION
OF CANDIDATE AREAS
Location Northern
extension of the Kanata urban area on either side of March Road. Part of Lot 12, Concessions II, II and IV,
March |
OP
Designation: General
Rural Area. |
Current
Land Use(s): Primarily farms and
forested areas. Some pockets
of rural development within the study area.
The Ottawa Central Rail Road line runs north-south through the eastern
portion of parcels b and c while Shirley’s Brook runs north-south through the
western portion of b and c. |
Size: Gross
ha = 349 Gross
developable ha = 293 |
Zoning: RU
– Rural Countryside |
|
Planning
Status Part
of 1e is within an OPA application from Richcraft Group of Companies. |
Adjacent
Land-Use designations: North:
General Rural
East: Greenbelt Rural South: General Urban Area West: Natural Environment Area |
Adjacent
Land Use(s): to the south is Urban
Kanata, primarily residential uses.
To the west are the South March Highlands. To the north is more countryside. To the east is the Greenbelt.
Three existing areas of rural development are located within or
adjacent to the study area. |
Parcel ID |
Gross ha |
NHS feature |
NHS areas removed |
Limestone Resource 500m
setback |
Landfill 500m setback |
Other constraints |
Notes re other constraints |
Gross ha developable |
1a |
24.4 |
|
|
|
|
1.0 |
Shirley's
Brook floodplain |
23.4 |
1b |
56.7 |
|
|
|
|
2.0 |
Shirley's
Brook floodplain |
54.7 |
1c |
38.7 |
|
|
|
|
2.0 |
Shirley's
Brook floodplain |
36.7 |
1d |
46.2 |
|
|
|
|
|
|
46.2 |
1e |
95.6 |
Woodland/Wetland |
34.0 |
|
2.6 |
|
|
59.0 |
1f |
42.1 |
Woodland |
5.0 |
|
|
3.0 |
Shirley's
Brook floodplain |
34.1 |
1g |
26.6 |
|
|
|
|
3.0 |
Shirley's
Brook floodplain |
23.6 |
1h |
18.2 |
|
|
|
|
2.6 |
church
and cemetery |
15.6 |
Sub-total |
348.6 |
|
39.0 |
0.0 |
2.6 |
13.6 |
|
293.3 |
Infrastructure
Criteria |
Area 1 - Infrastructure |
1. Water |
The water supply (existing and proposed) to Area 1 in Pressure Zone 2W is generally very good with the exception of Area 1e. Servicing Area 1e would require a major upgrade/expansion of the Morgan’s Grant PS and likely some of the suction/discharge piping to the pump station. The remainder of Area 1 would be serviced by the March Road watermain, which varies from 1067mm diameter near Corkstown Road to 406mm near Old Carp Road. Some improvements have been proposed for parts of the March Road W/M, which has sufficient residual capacity to supply approximately 3,690 units (10,700 additional persons) in Areas 1a, 1b, 1c, 1d, 1f, 1g, and 1h. Area 1h is located furthest from away from Old Carp Road and would likely be the last area serviced. |
2. Wastewater |
Existing
sanitary sewer downstream of Shirley's Brook (East March Trunk) has residual
capacity to service over half of Area 1; however, the last 400m of the sewer
has no residual capacity. The last 400m of sewer may be upgraded at
relatively low cost which will service approximately 2700 units (7800
people). A new sanitary sewer may be installed on March Road to service Areas
1a, 1d, 1e, and 1h as well as parts of Area 1b and 1c along March Road. Parts
of Area 1b and 1c may be serviced by upgrading a small trunk leading to Briar
Ridge PS. Servicing Area 1f and 1g would require a pump station/forcemain to
service the parcels, thus leading to higher capital and operating costs. |
3. Stormwater |
Shirley’s
Brook subwatershed plan would require updating to guide development. Some
floodplain constraints exist in parcels east of March Road. Parcels west of
March Road may have areas where overburden is shallow (blasting may be
required to service). No significant drainage constraints exist that could
not be overcome with application of conventional engineering methods. |
|
Criteria
¯ |
1a |
1b |
1c |
1d |
1e |
1f |
1g |
1h |
Water |
1
|
4 |
4 |
4 |
4 |
1* |
4* |
4* |
4 |
Wastewater |
2
|
4 |
3 |
3 |
4 |
4 |
1 |
1 |
4 |
Stormwater |
3
|
2 |
2 |
2 |
2 |
2 |
2 |
2 |
2 |
Road Capacity |
4
|
2 |
2 |
2 |
2 |
2 |
2 |
2 |
2 |
Arterial
& Collector Road Frontage |
5 |
March |
March |
March |
March |
none |
none |
none |
March |
5 |
|
|
|
|
Second Line & Old Carp |
|
|
|
|
Arterial-Collector
Frontage Score |
5 |
2 |
2 |
2 |
2 |
1 |
0 |
0 |
2 |
Distance
to Rapid Transit |
6 |
0.5 |
0.9 |
1.3 |
1.2 |
1.9 |
1.4 |
2.1 |
1.9 |
Transit
Score |
6 |
5 |
5 |
5 |
5 |
4 |
5 |
4 |
4 |
Distance
to Main-street or MUC |
7 |
7.3 |
7.5 |
8.5 |
8.3 |
6.3 |
8.2 |
9.2 |
9.2 |
Mainstreet
Score |
7 |
0 |
0 |
0 |
0 |
1 |
0 |
0 |
0 |
Jobs-Housing
Balance |
8 |
1.47 |
1.45 |
1.44 |
1.42 |
1.40 |
1.39 |
1.38 |
1.37 |
Jobs-Housing
Balance Score |
8 |
3 |
3 |
3 |
3 |
3 |
3 |
3 |
3 |
Distance
to Major Recreational Facility |
9 |
2.7 |
3.0 |
3.6 |
3.5 |
2.8 |
3.5 |
4.3 |
4.0 |
Major Rec
Facility Score |
9 |
3 |
3 |
2 |
2 |
3 |
2 |
1 |
2 |
Emergency
Services POLICE |
10 |
9.1 |
9.4 |
9.9 |
9.7 |
10.3 |
9.9 |
10.6 |
10.4 |
Emergency
Services FIRE |
10 |
2.8 |
3.0 |
2.2 |
2.0 |
4.0 |
3.4 |
2.9 |
1.8 |
Emergency
Services AMBULANCE |
10 |
8.3 |
8.6 |
9.1 |
8.9 |
8.7 |
9.1 |
9.8 |
9.6 |
Emergency
Services AVERAGE |
10 |
6.7 |
7.0 |
7.1 |
6.9 |
7.7 |
7.5 |
7.8 |
7.3 |
Emergency
Score |
10 |
2 |
2 |
2 |
2 |
1 |
1 |
1 |
1 |
Agricultural
land adjacent |
11 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
117 |
Agricultural
land adjacent score |
11 |
2 |
2 |
2 |
2 |
2 |
2 |
2 |
2 |
Country
Lot adjacent |
12 |
Marchbrook |
none |
Hedge Dr |
Marchbrook+Nadia |
Marchbrook+Th.Fuller |
none |
Hedge Dr |
Wildacre |
Country
Lot adjacent score |
12 |
0 |
2 |
0 |
0 |
0 |
0 |
0 |
0 |
Soils
Constraints |
13 |
no |
no |
no |
no |
no |
no |
no |
no |
Soils
Constraints score |
13 |
2 |
2 |
2 |
2 |
2 |
2 |
2 |
2 |
Depth to
Bedrock Score |
14 |
2-3 |
2-3 |
2-3 |
2-3 |
2-3 |
3-5 |
2-3 |
2-3 |
Depth to
Bedrock Score |
14 |
1 |
1 |
1 |
1 |
1 |
1 |
1 |
1 |
Urban Land
Supply |
15 |
3 |
3 |
3 |
3 |
3 |
3 |
3 |
3 |
*The cumulative impact of selecting a number of parcels in
the West is to cause the road capacity to be significantly exceeded. Therefore, the lowest scoring parcels
overall in the West have been given a reduced score for road capacity.
Location West
of the alignment of the future Terry Fox Drive extension |
OP
Designation: General
Rural Area |
Current
Land Use(s): Undeveloped
scrub land |
Size: Gross
ha = 75 Gross
developable ha = 47 |
Zoning: RU
– Rural Countryside |
|
Planning
Status Richcraft
Group of Companies has submitted an Official Plan Amendment Application that
includes these lands. |
Adjacent
Land-Use designations: South
and West: Agricultural Resource Area East: Urban Area North: Natural Environment Area. |
Adjacent
Land Use(s): Huntmar Drive to the west, Carp River to the South, future Terry Fox
alignment to the east and South March Highlands to the north. |
Parcel
ID |
Gross
ha |
NHS
feature |
NHS
areas removed |
Limestone
Resource 500m setback |
Landfill
500m setback |
Other
constraints |
Notes
re other constraints |
Gross
ha developable |
2 |
75.2 |
Escarpment |
1.0 |
0.0 |
0.0 |
27.0 |
Carp
River floodplain |
47.2 |
Criteria |
Area 2 - Infrastructure |
1.
Water |
The
water supply (existing and proposed) to Area 2 in Pressure Zone 3W is very
good and no specific upgrades to any existing or proposed piping or pumping
would be required. |
2.
Wastewater |
The area can be
serviced by routing the flow towards the Signature Ridge Pump Station
(SRPS). An upgrade of the SRPS is
required in order to service existing build-out conditions and could
incorporate a further capacity increase to service the subject area. Approximately 1600m of trunk sewer will be
required along Terry Fox Drive. Given the elevation of the subject lands, a
separate PS may be required due to overflow elevation constraints stemming
from the SRPS. |
3.
Stormwater |
There
would be a need to update the impact assessment for the Carp River. The lands
are generally flat and have poor drainage. Stormwater management may be
challenging because of the mild slopes and outlet constraints. |
|
Criteria
¯ |
Area 2 |
Water |
1 |
4 |
Wastewater |
2 |
1 |
Stormwater |
3 |
0 |
Road
Capacity |
4 |
0* |
Arterial
& Collector Road Frontage |
5 |
Terry Fox |
5 |
|
|
Arterial-Collector
Frontage Score |
5 |
2 |
Distance
to Rapid Transit |
6 |
3.9 |
Transit
Score |
6 |
1 |
Distance
to Main-street or MUC |
7 |
4.4 |
Mainstreet
Score |
7 |
3 |
Jobs-Housing
Balance |
8 |
1.46 |
Jobs-Housing
Balance Score |
8 |
3 |
Distance
to Major Recreational Facility |
9 |
3.4 |
Major Rec
Facility Score |
9 |
2 |
Emergency
Services POLICE |
10 |
4.3 |
Emergency
Services FIRE |
10 |
5.8 |
Emergency
Services AMBULANCE |
10 |
5.0 |
Emergency
Services AVERAGE |
10 |
5.0 |
Emergency
Score |
10 |
3 |
Agricultural
land adjacent |
11 |
0 |
Agricultural
land adjacent score |
11 |
0 |
Country
Lot adjacent |
12 |
none |
Country
Lot adjacent score |
12 |
2 |
Soils
Constraints |
13 |
no |
Soils
Constraints score |
13 |
2 |
Depth to
Bedrock Score |
14 |
2-3 |
Depth to
Bedrock Score |
14 |
1 |
Urban Land
Supply |
15 |
3 |
*The cumulative impact of selecting a number of parcels in
the West is to cause the road capacity to be significantly exceeded. Therefore, the lowest scoring parcels
overall in the West have been given a reduced score for road capacity.
Location: North
of Stittsville urban boundary, west of Kanata West urban boundary, south of
Hwy 417 and three lots east of Carp Road |
OP
Designation: Rural
Natural Feature |
Current
Land Use(s): Vacant Forest |
Size: Gross
ha = 79 Gross
developable ha = 79 |
Zoning: RU
– Rural Countryside |
|
Planning
Status: -no
active application -subject
of an appeal on the 2003 Official Plan urban boundary |
Adjacent
Land-Use designations: South
and East: Urban West: Carp Road North: Rural Natural Feature |
Adjacent
Land Use(s): -Vacant
to North -Residential
in South -Planned
employment in East -Residential
along Carp Rd in west |
Parcel ID |
Gross ha |
NHS feature |
NHS areas removed |
Limestone Resource 500m setback |
Landfill 500m setback |
Other constraints |
Notes re other constraints |
Gross ha developable |
3 |
79.0 |
|
|
0.0 |
0.0 |
|
|
79.0 |
Criteria |
Area 3 - Infrastructure |
1. Water |
The
water supply (existing and proposed) to Area 3 in Pressure Zone 3W is very
good and no specific upgrades to any existing or proposed piping or pumping
would be required. The proposed 762mm
diameter Hazeldean watermain feeding this area would only need to be up-sized
if all Areas 3, 4, 6b and 6c were to be serviced and the Stittsville Elevated
Water Tank is relocated in the future. |
2. Wastewater |
Area
3 lies immediately west of the Kanata West Development Area, and hence can be
serviced by the proposed Kanata West Pumping Station. The proposed trunk
sewer on Maple Grove can be upsized and extended to the parcel. |
3. Stormwater |
Drains
to Feedmill Creek (within Carp River watershed). Existing studies would
require updating; some areas of shallow overburden (blasting may be required
to service). |
|
Criteria
¯ |
Area 3 |
Water |
1 |
4 |
Wastewater |
2 |
4 |
Stormwater |
3 |
2 |
Road
Capacity |
4 |
0* |
Arterial
& Collector Road Frontage |
5 |
Carp |
5 |
|
|
Arterial-Collector
Frontage Score |
5 |
2 |
Distance
to Rapid Transit |
6 |
4.6 |
Transit
Score |
6 |
0 |
Distance
to Main-street or MUC |
7 |
2.0 |
Mainstreet
Score |
7 |
5 |
Jobs-Housing
Balance |
8 |
1.45 |
Jobs-Housing
Balance Score |
8 |
3 |
Distance
to Major Recreational Facility |
9 |
4.6 |
Major Rec
Facility Score |
9 |
1 |
Emergency
Services POLICE |
10 |
3.1 |
Emergency
Services FIRE |
10 |
8.0 |
Emergency
Services AMBULANCE |
10 |
4.5 |
Emergency
Services AVERAGE |
10 |
5.2 |
Emergency
Score |
10 |
3 |
Agricultural
land adjacent |
11 |
0 |
Agricultural
land adjacent score |
11 |
2 |
Country
Lot adjacent |
12 |
Lloydalex in parcel |
Country
Lot adjacent score |
12 |
0 |
Soils
Constraints |
13 |
no |
Soils
Constraints score |
13 |
2 |
Depth to
Bedrock Score |
14 |
2-3 |
Depth to
Bedrock Score |
14 |
1 |
Urban Land
Supply |
15 |
3 |
*The cumulative impact of selecting a number of parcels in
the West is to cause the road capacity to be significantly exceeded. Therefore, the lowest scoring parcels
overall in the West have been given a reduced score for road capacity.
Location West
of Stittsville, north of Hazeldean Road |
OP
Designation: General
Rural Area |
Current
Land Use(s): Fields,
forest, one residential use |
Size: Gross
ha = 59 Gross
developable ha = 39 |
Zoning: RU
– Rural Countryside |
|
Planning
Status No
application |
Adjacent
Land-Use designations: North: Carp Road West: General Rural South: Rural Natural Feature East: Urban Area. |
Adjacent
Land Use(s): Residential
to the east, forested to the south, forest and farm to west and mineral
resource to the north. |
Parcel ID |
Gross ha |
NHS feature
|
NHS areas removed |
Limestone Resource 500m setback |
Landfill 500m setback |
Other constraints |
Notes re other constraints |
Gross ha developable |
4 |
59.0 |
Woodland/Wetland |
17.0 |
1.2 |
0.0 |
2.3 |
Hydro
r-o-w |
38.5 |
Criteria
|
Area 4 -
Infrastructure |
1. Water |
The
water supply (existing and proposed) to Area 4 (future Stittsville Pressure
Zone) would require a minor expansion of the future Stittsville PS. Piping upgrades on Hazeldean Road (west of
Carp Road) and through the development east of Area 4 would also be
required. The proposed 762mm diameter
Hazeldean watermain feeding this area would only need to be up-sized if all
Areas 3, 4, 6b and 6c were to be serviced and the Stittsville Elevated Water
Tank is relocated in the future. |
2. Wastewater |
Area
4 is located east of Stittsville. Following the extension of the trunk sewer
to service Area 3, an additional 1200 m of trunk sewer along Rothbourne/Maple
Grove Road will be required. This
additional flow will also need to be accounted for in the upgrades along
Maple Grove and at the Kanata West Pumping Station |
3. Stormwater |
Drains
to Feedmill Creek (within Carp River watershed). Drainage of Area 4 may be
challenging because of constraints created by the existing Timbermere
subdivision to the east. Existing studies would require updating; some areas
of shallow overburden (blasting may be required to service). |
|
Criteria
¯ |
Area 4 |
Water |
1 |
2 |
Wastewater |
2 |
2 |
Stormwater |
3 |
2 |
Road
Capacity |
4 |
0* |
Arterial
& Collector Road Frontage |
5 |
Hazeldean |
5 |
Rothbourne |
|
Arterial-Collector
Frontage Score |
5 |
3 |
Distance
to Rapid Transit |
6 |
4.9 |
Transit
Score |
6 |
0 |
Distance
to Main-street or MUC |
7 |
2.0 |
Mainstreet
Score |
7 |
5 |
Jobs-Housing
Balance |
8 |
1.47 |
Jobs-Housing
Balance Score |
8 |
3 |
Distance
to Major Recreational Facility |
9 |
4.3 |
Major Rec
Facility Score |
9 |
1 |
Emergency
Services POLICE |
10 |
4.9 |
Emergency
Services FIRE |
10 |
9.8 |
Emergency
Services AMBULANCE |
10 |
4.3 |
Emergency
Services AVERAGE |
10 |
6.3 |
Emergency
Score |
10 |
2 |
Agricultural
land adjacent |
11 |
0 |
Agricultural
land adjacent score |
11 |
2 |
Country
Lot adjacent |
12 |
none |
Country
Lot adjacent score |
12 |
2 |
Soils
Constraints |
13 |
no |
Soils
Constraints score |
13 |
2 |
Depth to
Bedrock Score |
14 |
2-3 |
Depth to
Bedrock Score |
14 |
1 |
Urban Land
Supply |
15 |
3 |
*The cumulative impact of selecting a number of parcels in
the West is to cause the road capacity to be significantly exceeded. Therefore, the lowest scoring parcels
overall in the West have been given a reduced score for road capacity.
Location Two
parcels within the study area of the Fernbank Estates community design plan. |
OP
Designation: Agricultural
Resource Area and General Rural Area |
Current
Land Use(s): 5a
is farmed 5b
is partially tree covered |
Size: Gross
ha = 183 Gross
developable ha = 163 |
Zoning: AG
– Agricultural RU
– Rural Countryside |
|
Planning
Status Has
been included in the Fernbank community design plan. Part
of 5a is the subject of an OPA application from Richcraft Group of Companies |
Adjacent
Land-Use designations: Urban
Area and Future Urban Area. 5b also
has General Rural Area to the south. |
Adjacent
Land Use(s): 5a
is surrounded by Fernbank Future Urban Area and 5b is adjacent to Fernbank in
the west, the Sacred Heart High School and Goulbourn Recreation Complex in
the north, Stittsville Urban Area in the east and rural undeveloped land to
the south. |
Parcel ID |
Gross ha |
NHS feature |
NHS areas removed |
Limestone Resource 500m setback |
Landfill 500m setback |
Other constraints |
Notes re other constraints |
Gross ha developable |
5a |
114.2 |
|
|
|
|
9.0 |
Carp River floodplain |
105.2 |
5b |
68.7 |
Woodland |
10.0 |
|
|
1.0 |
Hydro R-O-W |
57.7 |
Sub-total |
182.9 |
|
10.0 |
0.0 |
0.0 |
10.0 |
|
162.9 |
Criteria |
Area 5 - Infrastructure |
1. Water |
The
water supply to Areas 5a and 5b (Pressure Zone 3W) will be included in the
Fernbank CDP and servicing could be easily integrated into this future
development at a very small cost. |
2. Wastewater |
Area 5a can be
serviced by the Hazeldean PS along with the Fernbank Community. An upgrade of
the Hazeldean PS is required in order to service existing build-out
conditions and could incorporate a further capacity increase to service the
subject area. Area 5b can be serviced
by upsizing of the proposed trunks within the Fernbank Community. This
additional flow will also need to be accounted for in the upgrades at the
Hazeldean PS. |
3. Stormwater |
Area
5a is in the Carp River watershed area 5b is part of the Jock River
watershed. Drainage of these lands has been considered in the Fernbank CDP
EMP, which is nearing completion. Drainage / stormwater management of the
alternative sites is reasonably straightforward using conventional
engineering methods. |
|
Criteria
¯ |
Area 5a |
Area 5b |
Water |
1 |
4 |
4 |
Wastewater |
2 |
4 |
3 |
Stormwater |
3 |
4 |
4 |
Road
Capacity |
4 |
3 |
3 |
Arterial
& Collector Road Frontage |
5 |
Hazeldean+Terry Fox |
Fernbank |
5 |
future collector |
Shea |
|
Arterial-Collector
Frontage Score |
5 |
4 |
3 |
Distance
to Rapid Transit |
6 |
0.3 |
2.5 |
Transit
Score |
6 |
5 |
3 |
Distance
to Main-street or MUC |
7 |
1.0 |
1.0 |
Mainstreet
Score |
7 |
5 |
5 |
Jobs-Housing
Balance |
8 |
1.44 |
1.42 |
Jobs-Housing
Balance Score |
8 |
3 |
3 |
Distance
to Major Recreational Facility |
9 |
3.1 |
0.9 |
Major Rec
Facility Score |
9 |
3 |
5 |
Emergency
Services POLICE |
10 |
3.4 |
5.5 |
Emergency
Services FIRE |
10 |
4.3 |
1.0 |
Emergency
Services AMBULANCE |
10 |
4.3 |
1.0 |
Emergency
Services AVERAGE |
10 |
4.0 |
2.5 |
Emergency
Score |
10 |
4 |
5 |
Agricultural
land adjacent |
11 |
13 |
53 |
Agricultural
land adjacent score |
11 |
2 |
0 |
Country
Lot adjacent |
12 |
none |
none |
Country
Lot adjacent score |
12 |
2 |
2 |
Soils
Constraints |
13 |
no |
about 30% organic |
Soils
Constraints score |
13 |
2 |
0 |
Depth to
Bedrock Score |
14 |
5-10 |
0-2 |
Depth to
Bedrock Score |
14 |
2 |
0 |
Urban Land
Supply |
15 |
3 |
3 |
Location South
of Stittsville Urban Area and south of area 5b |
OP
Designation: General
Rural Area |
Current
Land Use(s): 6c
is cleared for development and the rest is scrub and old fields. |
Size: Gross
ha = 59 Gross
developable ha = 59 |
Zoning: RU
– Rural Countryside |
|
Planning
Status Ray
Bell has an active Country Lot Subdivision application on Area 6c and has an
active application for an urban expansion |
Adjacent
Land-Use designations: North: Urban Area and Future Urban Area East: Agricultural Resource Area South: Agriculture Resource Area and General
Rural Area West: General Rural Area |
Adjacent
Land Use(s): South
of 6c is a Country Lot Subdivision, Stittsville residential is to the north
and Agriculture is to the east. |
Parcel ID |
Gross ha |
NHS feature |
NHS areas removed |
Limestone Resource 500m setback |
Landfill 500m setback |
Other constraints |
Notes re other constraints |
Gross ha developable |
6a |
26.6 |
|
|
|
|
|
|
26.6 |
6b |
12.3 |
|
|
|
|
|
|
12.3 |
6c |
19.8 |
|
|
|
|
|
|
19.8 |
Sub-total |
58.8 |
|
|
|
|
|
|
58.8 |
Criteria |
Area 6 - Infrastructure |
1. Water |
The
water supply to Area 6a (Pressure Zone 3W) could easily be included as part
of the Fernbank CDP and servicing could be easily integrated into this future
development at a very small cost.
However, the water supply (existing and proposed) to Areas 6b and 6c
(future Stittsville Pressure Zone) is very weak and would require a major
upgrade to the future Stittsville PS and a new watermain on Main Street from
Hazeldean. The proposed 762mm
diameter Hazeldean watermain feeding this area would only need to be up-sized
if all Areas 3, 4, 6b and 6c were to be serviced and the Stittsville Elevated
Water Tank is relocated in the future. |
2. Wastewater |
Area
6a, 6b, and 6c generally slope in an easterly direction, and would fall
within the area serviced by Hazeldean Pump Station. Relatively high ground
elevations present an opportunity to service these lands through the Fernbank
community. Further upsizing of the Fernbank Trunks and upgrade to the
Hazeldean PS will be required. Alternatively, a portion of the areas may be
serviced by the Stittsville PS. In addition to the same downstream upgrades,
an upgrade to the Stittsville PS will be required. |
3. Stormwater |
The
Area 6 alternative sites fall within the Jock River Reach 2 subwatershed. The
existing subwatershed study and/or Fernbank EMP would require
updating/expansion for southerly parcels. All alternatives sites have little
or no drainage constraints. Drainage / stormwater management of the
alternative sites is reasonably straightforward using conventional
engineering methods. |
|
Criteria
¯ |
Area 6a |
Area 6b |
Area 6c |
Water |
1 |
4 |
0 |
0 |
Wastewater |
2 |
3 |
3 |
3 |
Stormwater |
3 |
2 |
2 |
2 |
Road
Capacity |
4 |
3 |
0* |
0* |
Arterial
& Collector Road Frontage |
5 |
Fernbank |
none |
Stitts. Main |
5 |
Shea |
|
|
|
Arterial-Collector
Frontage Score |
5 |
3 |
0 |
2 |
Distance
to Rapid Transit |
6 |
2.2 |
2.8 |
3.4 |
Transit
Score |
6 |
4 |
3 |
2 |
Distance
to Main-street or MUC |
7 |
2.0 |
1.9 |
1.6 |
Mainstreet
Score |
7 |
5 |
5 |
5 |
Jobs-Housing
Balance |
8 |
1.47 |
1.47 |
1.46 |
Jobs-Housing
Balance Score |
8 |
3 |
3 |
3 |
Distance
to Major Recreational Facility |
9 |
1.8 |
2.5 |
3.6 |
Major Rec
Facility Score |
9 |
4 |
4 |
2 |
Emergency
Services POLICE |
10 |
6.3 |
7.0 |
8 |
Emergency
Services FIRE |
10 |
2.3 |
2.1 |
1.7 |
Emergency
Services AMBULANCE |
10 |
2.4 |
2.3 |
1.7 |
Emergency
Services AVERAGE |
10 |
3.7 |
3.8 |
3.8 |
Emergency
Score |
10 |
4 |
4 |
4 |
Agricultural
land adjacent |
11 |
0 |
0 |
123 |
Agricultural
land adjacent score |
11 |
0 |
2 |
2 |
Country
Lot adjacent |
12 |
none |
sub. to southwest |
sub. abuts south |
Country
Lot adjacent score |
12 |
2 |
0 |
0 |
Soils
Constraints |
13 |
no |
about 15% organic |
about 25% organic |
Soils
Constraints score |
13 |
2 |
0 |
0 |
Depth to
Bedrock Score |
14 |
2-3 |
3-5 |
0-2 |
Depth to
Bedrock Score |
14 |
1 |
1 |
0 |
Urban Land
Supply |
15 |
3 |
3 |
3 |
*The cumulative impact of selecting a number of parcels in
the West is to cause the road capacity to be significantly exceeded. Therefore, the lowest scoring parcels
overall in the West have been given a reduced score for road capacity.
Location East
of HWY 416 south of the urban boundary |
OP
Designation: Sand
and Gravel Resource Area |
Current
Land Use(s): Primarily
mineral extraction. Agriculture |
Size: Gross
ha = 168 Gross
developable ha = 121 |
Zoning: MR
– Mineral Aggregate Reserve ME
– Mineral Extraction |
|
Planning
Status Official
Plan Amendment Application submitted by Minto Communities for a larger area. |
Adjacent
Land-Use designations: North
and East: Urban Area South: Agriculture Resource Area West: General Rural Area |
Adjacent
Land Use(s): Currently
undeveloped to the north, Agriculture to the east and south and mineral
extraction and waste disposal to the west. |
Parcel ID |
Gross ha |
NHS feature |
NHS areas removed |
Limestone Resource 500m setback |
Landfill 500m setback |
Other constraints |
Notes re other constraints |
Gross ha developable |
7a |
42.8 |
|
|
|
15.6 |
|
|
27.2 |
7b |
50.4 |
|
|
|
15.6 |
|
|
34.8 |
7c |
74.9 |
|
|
|
15.6 |
|
|
59.3 |
Sub-total |
168.2 |
|
0.0 |
0.0 |
46.8 |
0.0 |
|
121.4 |
Criteria |
Area 7 - Infrastructure |
1. Water |
The water supply piping (existing and proposed) to Area 7 is very good and no specific upgrades to any existing or proposed piping would be required. However, the City is currently planning a major reconfiguration of Pressure Zones BARR and 2W with a new future Pressure Zone 3C which would impact the pressures available to Area 7. A new booster pumping station would likely be required to service the majority of Areas 7a, 7b and 7c (with minimal or no piping upgrades required), so the cost per unit would be reduced by only servicing the lower lying areas or maximizing the number units serviced by a new pumping station. |
2. Wastewater |
The
total area can be serviced through the South Nepean Collector (SNC). The area
may be serviced by gravity by upsizing the proposed trunks along Greenbank Road
and Cambrian Road. Any low lying area (potentially within Area 7a) may be
serviced by upsizing the Barrhaven South trunk sewer along the Jock River.
According to the Barrhaven South Master Servicing Study (June 2007), a
proposed trunk sewer (900 mm) from Greenbank to SNC has a residual capacity
that would allow for the servicing of all 2781 units or 8033 people (the
trunk has been recently installed). The next bottleneck in the system is West
Rideau Collector (WRC) downstream of Hunt Club Road with residual capacity
that would limit development to 1750 units (5000 people). This constraint can
be alleviated to service entire area by simply diverting flow from the
Barrhaven Community to the Greenbank Trunk at a relatively low cost. |
3. Stormwater |
Area is in the Jock River watershed. The subwatershed plan and/or the Barrhaven South Master Servicing Plan would need updating. The incremental impact of Area 7a on drainage constraints in Barrhaven South may be manageable, however, the cumulative impact of drainage from Areas 7a, 7b, and 7c would be challenging given the constraints in storm drainage systems planned and built in Barrhaven South. |
|
Criteria
¯ |
Area 7a |
Area 7b |
Area 7c |
Water |
1 |
2 |
2 |
2 |
Wastewater |
2 |
4 |
4 |
4 |
Stormwater |
3 |
2 |
0 |
0 |
Road
Capacity |
4 |
3 |
3 |
3 |
Arterial
& Collector Road Frontage |
5 |
Greenbank ext. |
Greenbank ext. |
Greenbank ext. |
5 |
Cedarview |
Cedarview |
Barnsdale+Cedarview |
|
Arterial-Collector
Frontage Score |
5 |
3 |
3 |
3 |
Distance
to Rapid Transit |
6 |
1.3 |
1.6 |
2.0 |
Transit
Score |
6 |
5 |
4 |
4 |
Distance
to Main-street or MUC |
7 |
2.4 |
2.4 |
2.5 |
Mainstreet
Score |
7 |
4 |
4 |
4 |
Jobs-Housing
Balance |
8 |
1.23 |
1.21 |
1.19 |
Jobs-Housing
Balance Score |
8 |
2 |
2 |
1 |
Distance
to Major Recreational Facility |
9 |
2.9 |
3.3 |
3.2 |
Major Rec
Facility Score |
9 |
3 |
3 |
3 |
Emergency
Services POLICE |
10 |
6.7 |
5.7 |
5 |
Emergency
Services FIRE |
10 |
4.8 |
5.0 |
5.3 |
Emergency
Services AMBULANCE |
10 |
4.5 |
4.7 |
5.3 |
Emergency
Services AVERAGE |
10 |
5.3 |
5.1 |
5.2 |
Emergency
Score |
10 |
3 |
3 |
3 |
Agricultural
land adjacent |
11 |
50 |
0 |
13 |
Agricultural
land adjacent score |
11 |
2 |
0 |
0 |
Country
Lot adjacent |
12 |
none |
none |
none |
Country
Lot adjacent score |
12 |
2 |
2 |
2 |
Soils
Constraints |
13 |
no |
no |
no |
Soils
Constraints score |
13 |
2 |
2 |
2 |
Depth to
Bedrock Score |
14 |
15-25 |
15-25 |
15-25 |
Depth to
Bedrock Score |
14 |
3 |
3 |
3 |
Urban Land
Supply |
15 |
4 |
4 |
4 |
Candidate Area for urban boundary rationalization
Location South
of Leitrim Urban Area |
OP
Designation: General
Rural Area and some Sand and Gravel Resource Area |
Current
Land Use(s): Scrub Racetrack |
Size: Gross
ha = 308 Gross
developable ha = 216 |
Zoning: RU: Rural Countryside RC4: Rural Commercial (racetrack) ME: Mineral Extraction |
|
Planning
Status OPA
application from Richcraft Group of Companies includes part of Area 8c. |
Adjacent
Land-Use designations: South: Sand and Gravel Resource Area North: Urban Area East: Limestone Resource Area and General Rural
Area West: Sand and Gravel Resource Area |
Adjacent
Land Use(s): South: sand and gravel North: under development (residential) East: Quarry West: Idle, golf course, potential future location
of CCE. |
Parcel ID |
Gross ha |
NHS feature |
NHS areas removed |
Limestone Resource 500m setback |
Landfill 500m setback |
Other constraints |
Notes re other constraints |
Gross ha developable |
8a |
22.5 |
|
|
1.4 |
|
|
|
21.1 |
8b |
22.7 |
Wetland |
1.0 |
5.1 |
|
|
|
16.5 |
8c |
48.2 |
Woodland/Wetland |
17.0 |
13.6 |
|
|
|
17.6 |
8d |
33.7 |
Wetland |
3.0 |
0.0 |
|
|
|
30.7 |
8e |
87.8 |
Woodland |
26.0 |
7.1 |
|
|
|
54.7 |
8f |
93.0 |
Woodland |
3.0 |
15.0 |
|
|
|
75.0 |
Sub-total |
307.7 |
|
50.0 |
42.2 |
0.0 |
|
|
215.7 |
Criteria |
Area 8 - Infrastructure |
1. Water |
The
water supply (existing and proposed) to Area 8 (Pressure Zone 3C) is not
considered strong, especially with the planned reduction in water pressure in
this entire pressure zone.
Significant pumping and piping upgrades would be required to service
more than approximately 1,620 units (4,700 additional persons) in Areas 8 and
9 combined. Up-sizing of watermains
through the future Leitrim development area would be required to accommodate
additional growth and a new major watermain would be required on Albion Road
from Leitrim to provide a looped service to Areas 8c, 8d, 8e and 8f. These areas would also require additional
piping on Bank Street as they lie downstream of the Leitrim PS, which is
currently under construction. Areas
8a and 8b would also require up-sizing of pipes within the Leitrim
development, as the critical low pressure within Zone 3C is along Bank Street
near the feed to the Leitrim PS. |
2. Wastewater |
The
Conroy Road Trunk is constrained and provides no residual capacity beyond
current build-out conditions. The
replacement of approximately 1500 m of the Conroy Trunk would provide
residual capacity for up to 1200 units (3500 people). Servicing of the entire
area would require the higher cost upgrade/replacement of Leitrim PS,
additional segments of the Conroy Road Collector, and the Green Creek
Collector. An alternative to the Green Creek Collector upgrades would be to
install a bypass pipe connecting the Conroy Road Collector to the South
Ottawa Collector. A trunk sewer from Area 8 leading to the Leitrim PS will
also be required. |
3. Stormwater |
All
the parcels are in Findlay Creek watershed.
No subwatershed plan available to guide development. All alternatives
sites have little or no drainage constraints. Drainage / stormwater
management of the alternative sites is reasonably straightforward using
conventional engineering methods. |
|
Criteria
¯ |
Area 8a |
Area 8b |
Area 8c |
Area 8d |
Area 8e |
Area 8f |
Water |
1 |
1 |
1 |
0 |
0 |
0 |
0 |
Wastewater |
2 |
2 |
2 |
2 |
1 |
1 |
1 |
Stormwater |
3 |
2 |
2 |
2 |
2 |
2 |
2 |
Road
Capacity |
4 |
0 |
0 |
0 |
0 |
0 |
0 |
Arterial
& Collector Road Frontage |
5 |
Bank |
Albion+Armstrong |
Bank |
Albion+Armstrong |
Albion+Bank |
Albion+Bank |
5 |
future collector to north |
|
|
|
|
Rideau Rd |
|
Arterial-Collector
Frontage Score |
5 |
3 |
4 |
2 |
4 |
4 |
4 |
Distance
to Rapid Transit |
6 |
6.2 |
6.4 |
5.6 |
4.4 |
5.5 |
6.0 |
Transit
Score |
6 |
0 |
0 |
0 |
1 |
0 |
0 |
Distance
to Main-street or MUC |
7 |
6.0 |
6.2 |
6.5 |
7.3 |
7.1 |
7.3 |
Mainstreet
Score |
7 |
1 |
1 |
1 |
0 |
0 |
0 |
Jobs-Housing
Balance |
8 |
1.25 |
1.19 |
1.14 |
1.05 |
1.01 |
0.95 |
Jobs-Housing
Balance Score |
8 |
3 |
1 |
1 |
0 |
0 |
0 |
Distance
to Major Recreational Facility |
9 |
1.6 |
1.7 |
1.8 |
2.4 |
2.3 |
2.5 |
Major Rec
Facility Score |
9 |
2.5 |
2 |
2 |
2 |
2 |
2 |
Emergency
Services POLICE |
10 |
3.1 |
3.3 |
3.6 |
4.7 |
4.5 |
4.9 |
Emergency
Services FIRE |
10 |
3.2 |
3.4 |
3.7 |
4.8 |
4.6 |
5 |
Emergency
Services AMBULANCE |
10 |
11.4 |
11.6 |
11.9 |
13 |
12.8 |
13.2 |
Emergency
Services AVERAGE |
10 |
5.9 |
6.1 |
6.4 |
7.5 |
7.3 |
7.7 |
Emergency
Score |
10 |
2 |
2 |
2 |
1 |
1 |
1 |
Agricultural
land adjacent |
11 |
122 |
0 |
0 |
0 |
0 |
0 |
Agricultural
land adjacent score |
11 |
2 |
2 |
2 |
2 |
2 |
2 |
Country
Lot adjacent |
12 |
none |
none |
none |
Racetrack |
Racetrack |
none |
Country
Lot adjacent score |
12 |
2 |
2 |
2 |
0 |
0 |
2 |
Soils
Constraints |
13 |
no |
no |
no |
no |
no |
no |
Soils
Constraints score |
13 |
2 |
2 |
2 |
2 |
2 |
2 |
Depth to
Bedrock Score |
14 |
2-3 |
2-3 |
3-5 |
10-15 |
3-5 |
3-5 |
Depth to
Bedrock Score |
14 |
1 |
1 |
1 |
3 |
1 |
1 |
Urban Land
Supply |
15 |
1 |
1 |
1 |
1 |
1 |
1 |
Location East
of Leitrim, east of Bank Street. |
OP
Designation: General
Rural Area |
Current
Land Use(s): Scrub Some
rural industrial uses |
Size: Gross
ha = 124 Gross
developable ha = 117 |
Zoning: RU: Rural Countryside |
|
Planning
Status No
active applications |
Adjacent
Land-Use designations: North: Urban Area South
and East: Rural Natural Feature West: Urban Area |
Adjacent
Land Use(s): Urban
residential development to the north and west. Forest to the east.
Quarries to the south |
Parcel ID |
Gross ha |
NHS feature |
NHS areas removed |
Limestone Resource 500m setback |
Landfill 500m setback |
Other constraints |
Notes re other constraints |
Gross ha developable |
9a |
29.6 |
|
|
|
|
|
|
29.6 |
9b |
36.3 |
|
|
|
|
|
|
36.3 |
9c |
40.4 |
Woodland |
3.0 |
|
|
|
|
37.4 |
9d |
17.4 |
Woodland |
3.0 |
0.7 |
|
|
|
13.7 |
Sub-total |
123.7 |
|
6.0 |
0.7 |
0.0 |
0.0 |
|
117.0 |
Criteria |
Area 9 - Infrastructure |
1. Water |
The
water supply (existing and proposed) to Area 9 (Pressure Zone 3C) is not very
strong, especially with the planned reduction in water pressure in this
entire pressure zone. Pumping and
piping upgrades would be required to service more than approximately 1,620
units (4,700 additional persons) in Areas 8 and 9 combined (1,946 units or
5,643 persons are planned for Area 9 alone).
Up-sizing of watermains through the future Leitrim development area
would be required to accommodate any additional growth. It is preferred to add any new development
as far north as possible to minimize the pipe up-sizing needs. |
2. Wastewater |
The
Conroy Road Trunk is constrained and provides no residual capacity beyond
current build-out conditions. Upgrade to a section of Conroy Road sewer (with
no residual capacity) will accommodate approximately 1200 units (3500
people), beyond which further upgrades will be required. Areas 9a, 9b, and
part of 9c may be serviced with the upgrade. Servicing of the entire area
would require the higher cost upgrade/replacement of Leitrim PS, additional
segments of the Conroy Road Collector, and the Green Creek Collector. An
alternative to the Green Creek Collector upgrades would be to install a
bypass pipe connecting the Conroy Road Collector to the South Ottawa
Collector. |
3. Stormwater |
All
the parcels are in Findlay Creek watershed.
No subwatershed plan available to guide development. With the
exception of Area 9d, all alternative sites have little or no drainage
constraints. Drainage / stormwater management of sites 9a, 9b, and 9c is
reasonably straightforward using conventional engineering methods. Area 9d is
constrained by watercourses that cross the land with sizeable external
drainage areas. |
|
Criteria
¯ |
Area 9a |
Area 9b |
Area 9c |
Area 9d |
Water |
1 |
3 |
3 |
2 |
1 |
Wastewater |
2 |
3 |
3 |
2 |
2 |
Stormwater |
3 |
2 |
2 |
2 |
0 |
Road
Capacity |
4 |
0 |
0 |
0 |
0 |
Arterial
& Collector Road Frontage |
5 |
Bank |
Bank |
Bank |
Bank |
5 |
|
|
Blais |
Blais |
|
Arterial-Collector
Frontage Score |
5 |
2 |
2 |
3 |
3 |
Distance
to Rapid Transit |
6 |
4.2 |
4.5 |
4.9 |
5.0 |
Transit
Score |
6 |
1 |
0 |
0 |
0 |
Distance
to Main-street or MUC |
7 |
4.3 |
4.6 |
5.0 |
5.1 |
Mainstreet
Score |
7 |
3 |
3 |
2 |
2 |
Jobs-Housing
Balance |
8 |
1.22 |
1.11 |
1.01 |
0.97 |
Jobs-Housing
Balance Score |
8 |
2 |
1 |
0 |
0 |
Distance
to Major Recreational Facility |
9 |
0.8 |
1.0 |
1.1 |
1.3 |
Major Rec
Facility Score |
9 |
2.5 |
2.5 |
2.5 |
2.5 |
Emergency
Services POLICE |
10 |
1.5 |
1.8 |
2.2 |
2.5 |
Emergency
Services FIRE |
10 |
1.6 |
1.9 |
2.3 |
2.6 |
Emergency
Services AMBULANCE |
10 |
9.8 |
10.1 |
10.5 |
10.8 |
Emergency
Services AVERAGE |
10 |
4.3 |
4.6 |
5.0 |
5.3 |
Emergency
Score |
10 |
4 |
3 |
3 |
3 |
Agricultural
land adjacent |
11 |
0 |
0 |
0 |
0 |
Agricultural
land adjacent score |
11 |
2 |
2 |
2 |
2 |
Country
Lot adjacent |
12 |
none |
none |
none |
none |
Country
Lot adjacent score |
12 |
2 |
2 |
2 |
2 |
Soils
Constraints |
13 |
no |
no |
no |
no |
Soils
Constraints score |
13 |
2 |
2 |
2 |
2 |
Depth to
Bedrock Score |
14 |
3-5 |
2-3 |
2-3 |
2-3 |
Depth to
Bedrock Score |
14 |
1 |
1 |
1 |
1 |
Urban Land
Supply |
15 |
1 |
1 |
1 |
1 |
Location South
of Orleans Urban area between Mer Bleue Road and Tenth Line Road south to
Notre Dame des Champs. |
OP
Designation: General
Rural Area and Village (Notre Dame des Champs) |
Current
Land Use(s): Agriculture
and Bush Strip
development along major roads |
Size: Gross
ha = 294 Gross
developable ha = 246 |
Zoning: RU
– Rural Countryside Village
Zones |
|
Planning
Status Mattamy
has an application for urban expansion on parts of 10a and 10b No
appeals of the 2003 Official Plan |
Adjacent
Land-Use designations: General
Urban Area to the west and to the north N-D-C
Village and General Rural Area to South Agriculture
Resource Area to the east |
Adjacent
Land Use(s): Urban development to the
northeast including stormwater management pond. Scrub
forest and agriculture in lands to be urbanized to the west. Agriculture
to the east. |
Parcel ID |
Gross ha |
NHS feature |
NHS areas removed |
Limestone Resource 500m setback |
Landfill 500m setback |
Other constraints |
Notes re other constraints |
Gross ha developable |
10a |
88.7 |
|
|
|
|
10.0 |
floodplain |
78.7 |
10b |
88.8 |
|
|
|
|
4.0 |
floodplain |
84.8 |
10c |
88.6 |
Woodland |
4.0 |
|
|
30.0 |
excludes Notre-Dame-des-Champs (est
30 ha) |
54.6 |
10d |
8.3 |
|
|
|
|
|
|
8.3 |
10e |
19.9 |
|
|
|
|
|
|
19.9 |
Sub-total |
294.3 |
|
4.0 |
0.0 |
0.0 |
44.0 |
|
246.4 |
Criteria |
Area 10 - Infrastructure |
1. Water |
The
water supply (existing and proposed) to Area 10 in Pressure Zone 2E is very
good and no specific upgrades to any existing or proposed piping or pumping
would be required. |
2. Wastewater |
Given
the close proximity of the area to the Tenth Line PS and the downstream trunk
sewers (500 m downstream), Area 10 would be most appropriately serviced by
the Tenth Line PS. Servicing of Areas 10a and 10d, e will be limited to an
upgrade of the Tenth Line PS. Inclusion of Areas 10b and 10c will also
require an upgrade to the Orleans-Cumberland Collector. |
3. Stormwater |
All
the parcels are in the McKinnons Creek watershed. No subwatershed plan is available to guide development. Area
10a is constrained by McKinnons Creek which bisects the area, requiring two
separate SWM facilities to service, and the area also includes floodplain
constraints. Drainage of all sites is
poor due to flat topography. Servicing the area would require constructing a
storm trunk outlet 1-2 km downstream of Mer Bleue Road to establish a
sufficient gravity outlet. Poor soils (Leda clay) exist in some areas, and
could limit potential to resolve HGL constraints by filling alternative
sites. |
|
Criteria
¯ |
Area 10a |
Area 10b |
Area 10c |
Area 10d |
Area 10e |
Water |
1 |
4 |
4 |
4 |
4 |
4 |
Wastewater |
2 |
2 |
1 |
1 |
2 |
2 |
Stormwater |
3 |
0 |
0 |
0 |
0 |
0 |
Road
Capacity |
4 |
3 |
3 |
3 |
3 |
3 |
Arterial
& Collector Road Frontage |
5 |
10th Line |
10th Line |
10th Line |
10th Line |
none |
5 |
Mer Bleue |
Mer Bleue & Wall |
Wall |
|
future collector to north |
|
Arterial-Collector
Frontage Score |
5 |
3 |
3 |
3 |
2 |
1 |
Distance
to Rapid Transit |
6 |
1.8 |
2.3 |
2.5 |
1.9 |
2.7 |
Transit
Score |
6 |
4 |
3 |
3 |
4 |
3 |
Distance
to Main-street or MUC |
7 |
1.4 |
2.1 |
3.5 |
1.8 |
2.7 |
Mainstreet
Score |
7 |
5 |
5 |
4 |
5 |
4 |
Jobs-Housing
Balance |
8 |
0.86 |
0.84 |
0.83 |
0.82 |
0.82 |
Jobs-Housing
Balance Score |
8 |
0 |
0 |
0 |
0 |
0 |
Distance
to Major Recreational Facility |
9 |
4.4 |
5.1 |
5.4 |
3.9 |
4.6 |
Major Rec
Facility Score |
9 |
1 |
0 |
0 |
2 |
1 |
Emergency
Services POLICE |
10 |
5.7 |
6.4 |
6.7 |
5.2 |
6.1 |
Emergency
Services FIRE |
10 |
4.0 |
4.7 |
5.0 |
3.5 |
4.4 |
Emergency
Services AMBULANCE |
10 |
7.5 |
8.2 |
8.5 |
7.0 |
7.9 |
Emergency
Services AVERAGE |
10 |
5.7 |
6.4 |
6.7 |
5.2 |
6.1 |
Emergency
Score |
10 |
3 |
2 |
2 |
3 |
2 |
Agricultural
land adjacent |
11 |
0 |
20 |
55 |
70 |
51 |
Agricultural
land adjacent score |
11 |
0 |
0 |
0 |
0 |
0 |
Country
Lot adjacent |
12 |
none |
NDC village |
NDC village |
none |
none |
Country
Lot adjacent score |
12 |
2 |
0 |
0 |
2 |
2 |
Soils
Constraints |
13 |
Leda clay indicator on all |
Leda clay indicator on all |
Leda clay indicator on 60% |
Leda clay indicator on all |
Leda clay indicator on all |
Soils
Constraints score |
13 |
0 |
0 |
0 |
0 |
0 |
Depth to
Bedrock Score |
14 |
25-50 |
35-50 |
15-25 |
15-25 |
15-25 |
Depth to
Bedrock Score |
14 |
3 |
3 |
3 |
3 |
3 |
Urban Land
Supply |
15 |
3 |
3 |
3 |
3 |
3 |
Location East of Cardinal Creek
and the East boundary of the Orleans Urban Area. |
OP
Designation: General Rural Area |
Current
Land Use(s): agriculture, commercial nursery, boat storage, scattered development. |
Size: Gross
ha = 337 ha Gross
developable ha = 158 ha |
Zoning: RU
– Rural Countryside RI
5 – Rural Institutional RR1
– Rural Residential EP
– along creek |
|
Planning
Status No
applications |
Adjacent
Land-Use designations: Urban
Area in the west; Rural Natural Feature in the south, and General Rural Area
in the east. |
Adjacent
Land Use(s): Cardinal
Creek on the west Ottawa
River on the north Country
lot subdivision on the east Wooded
area in the south |
Parcel ID |
Gross ha |
NHS feature |
NHS areas removed |
Limestone Resource 500m setback |
Landfill 500m setback |
Other constraints |
Notes re other constraints |
Gross ha developable |
11a |
62.6 |
Valleyland |
17.0 |
|
|
|
|
45.6 |
11b |
64.6 |
Woodland/Escarpment |
30.0 |
|
|
|
|
34.6 |
11c |
16.7 |
Valleyland/Escarpment |
10.0 |
|
|
|
|
6.7 |
11d |
44.1 |
|
|
|
|
|
|
44.1 |
11e |
41.0 |
Woodland, Valleyland &
Escarpment |
19.0 |
|
|
6.0 |
174
R-O-W |
16.0 |
11f |
69.5 |
Woodland, Valleyland &
Escarpment |
59.0 |
|
|
|
|
10.5 |
11g |
38.8 |
Woodland |
38.8 |
|
|
|
|
0.0 |
Sub-total |
337.3 |
|
173.8 |
0.0 |
0.0 |
6.0 |
|
157.5 |
Criteria |
Area 11 - Infrastructure |
1. Water |
The
water supply (existing and proposed) to Area 11 in Pressure Zones 1E and 2E
is very good and no specific upgrades to any existing or proposed piping or
pumping would be required. |
2. Wastewater |
With
the exception of a portion of Area 11e, the entire area can be serviced by
gravity through an extension of the Ottawa River Sub-Trunk to the Candidate
Area Parcels. The sewer extension
would cross the creek with trunk sewers routed above the creek culvert.
Servicing all of Area 11e would either require a local PS or the lowering of
the trunk services, which would then necessitate a siphon or pumped crossing
of the creek. This latter option
would result in higher capital and operating costs. |
3. Stormwater |
Areas
11a, 11b, 11c, and 11d drain to Cardinal Creek, while Area 11e drains to the
Ottawa River. The Cardinal Creek subwatershed study is underway, but would
need to be updated to provide guidelines for development. All sites have good
drainage due to the comparatively steep topography. The greatest stormwater
challenge servicing the site would be providing erosion protection along
steeply sloped outlets. Engineering requirements, while challenging, are not
expected to involve more than conventional drainage systems. |
|
Criteria
¯ |
Area 11a |
Area 11b |
Area 11c |
Area 11d |
Area 11e |
Area 11f |
Area 11g |
Water |
1 |
4 |
4 |
4 |
4 |
4 |
4 |
4 |
Wastewater |
2 |
4 |
4 |
4 |
4 |
1 |
4 |
4 |
Stormwater |
3 |
2 |
2 |
2 |
2 |
2 |
2 |
2 |
Road
Capacity |
4 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
Arterial
& Collector Road Frontage |
5 |
Old Montreal |
Old Montreal |
Old Montreal |
Old Montreal |
174 |
Old Mtl Rd |
none |
5 |
|
Ted Kelly |
|
Ted Kelly |
|
|
Ted Kelly |
|
Arterial-Collector
Frontage Score |
5 |
2 |
3 |
2 |
3 |
2 |
2 |
1 |
Distance
to Rapid Transit |
6 |
2.0 |
2.8 |
1.7 |
2.7 |
1.8 |
1.9 |
2.4 |
Transit
Score |
6 |
4 |
3 |
4 |
3 |
4 |
4 |
3 |
Distance
to Main-street or MUC |
7 |
4.0 |
4.8 |
3.7 |
4.6 |
4.6 |
3.9 |
4.9 |
Mainstreet
Score |
7 |
3 |
2 |
3 |
3 |
3 |
3 |
2 |
Jobs-Housing
Balance |
8 |
0.87 |
0.86 |
0.86 |
0.85 |
0.84 |
0.84 |
0.84 |
Jobs-Housing
Balance Score |
8 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
Distance
to Major Recreational Facility |
9 |
4.7 |
5.3 |
4.3 |
5.4 |
5.4 |
3.5 |
5.7 |
Major Rec
Facility Score |
9 |
1 |
0 |
1 |
0 |
0 |
2 |
0 |
Emergency
Services POLICE |
10 |
3.8 |
4.6 |
3.4 |
4.5 |
4.3 |
3.3 |
4.8 |
Emergency
Services FIRE |
10 |
4.6 |
5.4 |
4.2 |
5.3 |
5.4 |
3.2 |
5.6 |
Emergency
Services AMBULANCE |
10 |
5.4 |
6.2 |
5.0 |
6.1 |
6 |
5.3 |
6.4 |
Emergency
Services AVERAGE |
10 |
4.6 |
5.4 |
4.2 |
5.3 |
5.2 |
3.9 |
5.6 |
Emergency
Score |
10 |
3 |
3 |
4 |
3 |
3 |
4 |
3 |
Agricultural
land adjacent |
11 |
20 |
0 |
0 |
0 |
13 |
0 |
42 |
Agricultural
land adjacent score |
11 |
2 |
2 |
2 |
2 |
2 |
0 |
0 |
Country
Lot adjacent |
12 |
none |
sub. to east |
none |
sub. to east |
none |
none |
sub. to east |
Country
Lot adjacent score |
12 |
2 |
0 |
2 |
2 |
0 |
0 |
0 |
Soils
Constraints |
13 |
no |
no |
Leda clay probable on 20% |
no |
no |
Leda clay probable on 5% |
no |
Soils
Constraints score |
13 |
2 |
2 |
0 |
2 |
2 |
2 |
2 |
Depth to
Bedrock Score |
14 |
10-15 |
2-3 |
10-15 |
2-3 |
3-5 |
10-15 |
2-3 |
Depth to
Bedrock Score |
14 |
3 |
1 |
3 |
1 |
1 |
3 |
1 |
Urban Land
Supply |
15 |
3 |
3 |
3 |
3 |
3 |
3 |
3 |
Summary
The selection of candidate areas for the comparative
evaluation, very explicitly avoided Agricultural Resource Area designations as
explained in the main report. However,
two parties have proposed that some lands should not be designated Agricultural
Resource Area and therefore should be considered along with other candidate
areas. Based on a review of the
material submitted, staff recommend that Part of Lot 4, Concession 10,
Cumberland, be included in Candidate Area 10, but that other areas not be
included.
The City will revisit the LEAR process beginning in
2009 and apply any new system consistently throughout the rural area. This could very well affect other lands
within these submissions. The land that
is recommended for inclusion in the analysis is based on its current LEAR score
and not on any re-evaluation.
Background
Current Agricultural Resource Area designations are
based on the Ottawa-Carleton Land Evaluation and Area Review (LEAR) evaluation
system. This system assigns a score to
each parcel between 0 and 180+. The
score is calculated based on the soil capability for agriculture (70%), the
existing land use (15%), the parcel size (10%) and the presence of conflicting
land uses in the area (5%). The Ontario
Ministry of Agriculture, Food and Rural Affairs is currently reviewing the LEAR
process to respond to modern farming practices. The City is committed to redoing the LEAR for all of Ottawa, once
the Province has finished their work; probably later in 2009.
Generally lands with a score over 130 were
designated Agricultural Resource Area.
The purpose of identifying these lands is to protect the resource from
loss to other uses and to minimize conflicting land uses in these areas. If a pocket of poor soil exists within a
larger expanse of Agricultural Resource Area, it is treated as
agricultural. Similarly, a small area
with a high score but surrounded by poor lands, is designated as General Rural
Area. The overall objective was to
protect large continuous areas of good agricultural land.
Mattamy Homes has submitted an Official Plan
Amendment application to redesignate lands south of Orleans from Agricultural
Resource Area to Urban Area. Enviroplan
evaluated the lands owned by Mattamy Homes, west of Trim Road in part of lot 4,
Concession IX, Cumberland, in the context of the larger geographic area. Based on some more accurate mapping of Soil
Capability for Agriculture, this information was updated. The other three LEAR criteria were also
revisited and the score recalculated.
The revised scores for the Mattamy property are still well above the
score to be considered as Agricultural Resource Area (primarily 148 and 158)
and it is not recommended that they be removed from that designation.
However, the EnviroPlan report raises many factors
in favour of these lands being considered non-agricultural that do not
influence the LEAR score:
All of these may contribute to the feasibility of
farming the lands. However, the basis
of the Agricultural Resource Area designation is a well-defined set of rules
applied consistently throughout the rural area. A committee did the scoring and weighting, with representation
from the local municipalities of the day, farmers and the Agricultural
organizations.
The City is committed to revisiting the LEAR process
and applying any new system consistently throughout the rural area. At that time, these factors may well be
incorporated into the evaluation.
David McManus Engineering Ltd with Conna
Consulting Inc for Minto Communities Inc. (2008)
Conna Consulting was hired through David McManus
Engineering to conduct an agricultural assessment of property south of the
existing Avalon community in Orleans.
They also reviewed the work done for Mattamy Homes as it applied to
their lands.
This analysis raised many of the same criteria that
Enviroplan noted as reducing the feasibility of farming the land. The difference with Minto’s property is that
some of it had never been scored high enough through the LEAR process to
achieve an Agricultural Resource Area designation on its own. At that time, Agricultural Resource Area
surrounded it on three sides and Urban Area on the fourth. Therefore, it was designated Agricultural
Resource Area consistent with the decision rules. Today this can be revisited because the lands to the west have
been General Rural Area for some time.
Minto’s land is of poorer quality and below the 130-point threshold.
Annex 3
Potential Urban Expansions
Submissions Received for Consideration as a Candidate
Area
Submission |
Format
|
Location |
Candidate Area |
Foley
et al |
Brief |
North
of Old Carp Road on west side of March Road |
Areas 1a and 1d
|
Metcalfe
Realty |
Brief |
936
March Road |
Area 1b
|
Richcraft
Group of Companies |
OPA
Application |
1275
Second Line Road |
Part of Area 1e |
Richcraft
Group of Companies |
OPA
Application |
820,
870, and 940 Huntmar Drive |
Area 2
|
Richcraft
Group of Companies |
OPA
Application |
590
Hazeldean Road |
Part of Area 5a |
Davidson
Homestead |
Brief |
Part
of Lot 25, Concession 9 of former Township of Goulbourn. |
Area 6a
|
Bell-Bradley |
OPA
Application |
Part
of Lot 23, Concession 9, former Township of Goulbourn |
Area 6c
|
Mr.
And Mrs Crook |
e-mail |
Part
of Lot 22, Conc 9 – 1877 Stittsville Main Street |
Part of Area 6c |
Minto
Communities |
OPA
Application |
South
of South Nepean down to Barnsdale Road |
Agricultural part
excluded; Rest is Area 7 |
Idone
Lands |
Brief |
4840
Bank Street. Part of Lot 22,
Concession 4 |
Area 8a
|
Gib
Patterson Enterprises Ltd |
Brief |
Part
of Lot 22, Conc 4 Gloucester south of Leitrim between Bank St and Albion Road |
Part is shown in Area
8b. Excluded PSW and the
disconnected western portion |
Richcraft
Group of Companies |
OPA
Application |
4870
Bank Street |
Area 8c
|
Claridge
Homes |
Brief
/ Study |
Part
of Lot 18, Conc 5 Gloucester east of Leitrim |
Part shown in Area 9a. Rural Natural Feature excluded. |
Kellam-Dowler
Lands |
Brief |
4791
Bank St, Part of Lot 19, Conc 5 |
Part in Area 9b |
Walton
International Group |
Brief |
Stittsville/Kanata
to Richmond, along the Jock to 416, north to Greenbelt |
Agricultural land excluded |
2066924
Ontario Inc (Shenkman) |
Brief |
Northeast
corner of Limebank Road and Rideau Road south of Riverside South community |
Agricultural land excluded |
Ken
Gordon |
Brief |
Part
of lot 25, Broken Front (lands south of Riverside South) |
Agricultural land excluded |
Urbandale |
Brief |
East
of Limebank, north of Leitrim |
Excluded – lands for
employment purposes. This land is part of the Greenbelt |
Urbandale |
Brief |
Limebank
and Bowesville, SE quadrant, south of Riverside South |
Agricultural land excluded |
Richcraft
Group of Companies |
OPA
Application |
982
Rideau Road |
Agricultural land excluded |
3491
and 3515 Blais Road |
Excluded - not adjacent to
urban area and Rural Natural Feature |
||
Tanglewood |
Excluded - not adjacent to
urban area |
||
Hawthorne
Road |
Excluded - not adjacent to
urban area |
||
1572
Frank Kenny Road |
Agricultural land excluded |
||
Innes
(Bakker lands) |
Agricultural land excluded |
||
Nav
Aggarwal |
e-mail |
SE
corner Trim and Innes |
Excluded – non-residential |
Phoenix
Homes |
e-mail |
Part
of Lot 1, Concession 3, Township of Huntley, former Township of West Carleton |
Excluded - Employment area
(Carp Road Corridor) |
Metcalfe
Realty |
Brief |
417
and Carp Road |
Excluded – requesting
employment designation |
Metcalfe
Realty |
Brief |
NW
Corner 2nd line and Klondike Road |
Excluded – Natural
Environment Area |
Cardel
Homes |
letter |
South
Nepean North-east
corner Barnsdale and Greenbank |
Excluded – Agricultural
Resources |