HomeMy Public PortalAbout2017-03-16_Council_Public_Agenda Package
Page 1 of 2
MUNICIPAL COUNCIL
AGENDA
Thursday, March 16, 2017 at 8:45 a.m.
Chester Municipal Council Chambers
151 King Street, Chester, NS
1. MEETING CALLED TO ORDER.
2. APPROVAL OF AGENDA/ORDER OF BUSINESS.
3. PUBLIC INPUT SESSION (8:45 A.M. – 9:00 A.M.)
4. MINUTES OF PREVIOUS MEETING:
4.1 Council – February 23, 2017
4.2 Council – March 2, 2017
4.3 Public Hearing – February 23, 2017 – Architectural Controls
4.4 Public Hearing – February 23, 2017 – Shipping Containers
5. COMMITTEE REPORTS:
5.1. Citizens Planning Advisory Committee – January 30, 2017 (no motions for
approval)
5.2 Nominating Committee – February 23, 2017 – Councillor Barkhouse
(two motions for approval)
5.3 Any other Committees.
6. MATTERS ARISING:
6.1 Second and Final Reading – Dog By-Law #140 – For consideration of an
Amendment to the Dog By-Law #140 (appointment at 9:00 a.m.)
6.2 Land Titles Classification Act. – Discussion (deferred from January 26, 2017
Council Meeting).
6.4 Economic Development Projects – Discussion or set date for strategy session.
6.3 Letter from Chester Village Commission dated March 2, 2017 regarding
response to Fire Advisory Committee Recommendation – replacement of
apparatus 551-1997 Tanker.
Page 2 of 2
7. CORRESPONDENCE:
7.1 Letter from Valda Walsh, Region 6 Solid Waste-Resource Management dated
February 6, 2017 regarding approval of the 2017-18 Region 6 Inter-Municipal
Committee Budget from April 1, 2017 to March 31, 2018 (appointment at 9:15
a.m.)
7.2 Letter from JD Lacey dated February 9, 2017 regarding Land Titles Clarification
(subject previously deferred from January 26, 2017 Council Meeting) – see item
6.2.
7.3 Letter of response from NS Department of Environment dated February 23, 2017
regarding Ten Beaches Development in Simms Settlement, Lunenburg County,
Nova Scotia.
7.4 Letter from William Rhyno, Owner of Rhyno’s Auto Sales dated February 22, 2017
regarding request for shipping container at 4053 Highway 3, Chester, NS.
8. NEW BUSINESS:
8.1 Request for Decision prepared by Senior Planner dated March 7, 2017 regarding
Fox Point Lake Water Quality.
8.2 Request for Decision prepared by Pam Myra, Municipal Clerk dated February 15,
2017 regarding Cost of Living Increase (Consumer Price Index).
ARRANGED APPOINTMENTS
9:15 a.m. Valda Walsh, Region 6 Solid Waste-Resource Management regarding brief
orientation and review of Budget.
9.3 Contract Negotiations - Wind Energy Project - Presentation by John Woods
10. ADJOURNMENT.
8.3 FCM Annual Conference and Trade Show - June 1-5, 2017
9. IN CAMERA:
9.1 Legal Advice – Land Titles Clarification Act.
9.2 Legal Advice – Land Negotiations (Marriotts Cove)
MOTIONS FOR COUNCIL’S CONSIDERATION FROMTHURSDAY, FEBRUARY 23, 2017NOMINATINGCOMMITTEE
2017-110 APPROVAL OF PREVIOUS MINUTES
MOVED by Deputy Warden Shatford, SECONDED by Warden Webber the minutes of the November 17, 2016
Nominating Committee meeting be approved as circulated. CARRIED.
2017-111 RECOMMENDATION TO APPOINT BRAD ARMSTRONG TO VAAC
MOVED by Warden Webber, SECONDED by Deputy Warden Shatford that the Nominating Committee
recommend to Council to appoint Brad Armstrong to the Village Area Advisory Committee (2-Year Term).
CARRIED.
2017-113 RECOMMENDATION TO APPOINT BRAD ARMSTRONG (DISTRICT 3) TO RECREATION &
PARKS COMMITTEE
MOVED by Warden Webber, SECONDED by Deputy Warden Shatford that the Nominating Committee
recommend to Council to appoint Brad Armstrong (District 3)to the Chester Municipal Recreation & Parks
Committee (3-Year Term). CARRIED.
2017-114 ADJOURNMENT
MOVED by Warden Webber, SECONDED by Deputy Warden Shatford the meeting adjourn. CARRIED. (12:20
p.m.)
JFAC REPORT Oct.2016
Chester Joint Fire Advisory Committee Report October 2016
The Chester JFAC has met 5 times since being formed.These meetings focused on gaining an
understanding of our role, gaining knowledge regarding the structure and provision of fire
services in the area of our responsibility and learning more about the roles of the various
equipment owned by the Village of Chester and used by the Chester Volunteer Fire
Department.The members also gained insight into what a Superior Shuttle Service rating is,
how it is obtained and what it means to residents and businesses served by the CVFD.
Committee discussions also focused on:
The appearance of significant friction between the various parties to the Fire Services
agreements,
Whether or not short, medium and long term planning exists with regard to ongoing
requirements for replacement and new acquisition of equipment,
Amount of resident knowledge, support and pride regarding the CVFD,
Amount of public appreciation of CVFD members and their services,
Requirement, location, format and frequency of public consultation meetings,
How are other villages and fire departments structured and how do they work,
What strategies are in place to ensure funding for building and equipment replacement,
repair and upgrades are in place.
These will be researched and discussed in more detail before recommendations are made.
One specific issue the JFAC has spent a considerable amount of time researching and discussing
is the that of a replacement for truck #551,a CVFD Tanker Pumper,which was directed to the
committee by the village commission and brought up by committee members.
From examination of a recent mechanical report (attached)as well as Insurance Underwriter
recommendations and guidelines reviewed it is clear to the committee that this truck should be
replaced as soon as possible.It is in poor mechanical condition, has broken down on recent fire
calls and is an important apparatus in the fire fighting structure of the area.
What was not appreciated by committee members,based on our limited knowledge,is the role
of this piece of equipment and whether or not it is needed in the provision of fire protection
and fire fighting services in Chester and the outlying areas.
The JFAC undertook to obtain information in this regard, looked at CVFD Operating Procedures
(attached), discussed with the Fire Chief and listened to explanations from committee
representatives of the CVFD and considered the information available on line regarding
insurance industry guidelines.
JFAC REPORT Oct.2016
Considerations:
The CVFD fleet currently consists of:
Truck 511-Utility
Truck 521 -Heavy Rescue
Truck 531 -Pumper -First out -800 gallon capacity/ 1500gpm pump
Truck 541 -Supply pumper/tanker, mutual aid –1500 gallon capacity/ 1500gpm pump
Truck 551 –tanker/pumper –2000 gallon capacity/ 1050gpm pump
Rescue boat.
Lake boat
As with many emergency situations, shorter responses and action times save money,and lives
as well as reduce losses.
Each of the fleet vehicles play a pivotal role on emergency calls depending on the nature of the
call and is considered essential in the provision of fire fighting and emergency services.
Appendix A (Operating Procedures)attached outlines the various types of emergency calls
received and response strategy.It is worth noting that truck # 551 responded, per the protocol,
to 80%(104)of the 130 CVFD calls in the last year.
Fire fighting requires water.Tankers are essential in providing this much needed resource.
Every fire will have a pumper at a scene acting as an attack pumper, supplying water at
sufficient pressure to the hoses being used on the fire.Suppression efforts begin based on the
volume of water this main attack truck carries and what water a tanker can deliver. This initial
delivery allows for one of two longer-term water strategies to be developed: Where a stable
water source exists in proximity to the scene, supply lines, using large diameter hose,can be
established. Where no stable water supply exists, the initial delivery gives time for the first
tanker to refill and for mutual aid tankers to arrive at scene and the Superior Water Shuttle to
be established, which brings water to the scene.In either of those cases, it is wise to allow 15
to 20 minutes for those strategies to be implemented, perhaps longer depending on driving
conditions and ease of accessing stable water sources, hence the value of the initial volume of
water from both the attack pumper and the tanker.Even when water is supplied to the attack
pumper, through large volume lines, from a stable water source, a tanker may still be required.
Because of its pump capacity, a tanker could be “put in the line” to assist with pushing water
from the water source to the attack pumper when the distance and topography between the
two challenge the pressure the pumper at the water source can maintain in delivering water to
the scene.
Mutual Aid
Depending on the fire size and location, there may also be a need to call on a neighbouring
department, or to assist in the provision of “Mutual Aid”. The tanker trucks are a must in these
instances. In the case of requesting Mutual Aid,they provide water immediately while waiting
for the help to arrive and then form a key part of the “Shuttle Service” providing the water
JFAC REPORT Oct.2016
required to keep the porta-tanks filled, which are movable, open, rubber bladders held by a
metal frame,and trucks supplied. The committee questioned why it was not possible just to call
on another department when there was a fire. Two answers are that:
1) it is conceivable that the other department might not be available as they are on another call
(especially during brush/grass fire season), and
2) it takes longer (15 to 20 minutes)for another department to get to the CVFD district than it
does the CVFD. The CVFD tankers can arrive quicker and start firefighting with on board water
before the aid arrives.
Superior Water Shuttle
In the case of the “Superior Shuttle Service Rating”, the highest rating a non staffed fire
department can achieve, the department has had to show it can respond to a fire and provide a
minimum continuous supply of water of 2200 gallons per minute for 120 minutes (residential)
and 400 gallons per minute for 60 minutes (commercial) for 120 minutes (residential and 400
gallons per minutefor 60 minutes (commercial)from when they arrive on site..This requires
coordination with other departments (Mutual Aid), timing and cooperation. Existing equipment
working properly could not achieve this alone, nor could the equipment of nearby Chester
Basin and other departments. It requires two or more departments working together to be able
to maintain this rating. Many residents and businesses of Chester and area enjoy a premium
reduction on their home and business insurance policies because the departments have been
able to maintain this rating.The high volume tanker pumpers are a must to continue
maintaining this rating.
Not all fires are large (e.g. car fires, trash fires, small grass fires, etc.). In these instances, the
water carried by the tankers may well be sufficient to deal with the problem without the need
to run long lines to a water source and involve other pieces of equipment. Having the larger
volume such as that carried by truck 551 ensures this need is met.Also on smaller fires, it is
easier to refill the volume of water in the pumpers (531,541) from 551 and filling the tanker off
a water source, than trying to fill the pumpers at a water source. Largely, this ease is based on
551 having a portable pump on the truck, which the two pumpers do not have because space
on those trucks is taken up by tools required at fire and emergency scenes.
Conclusion and Recommendation:
From this it is the recommendation of the JFAC:
1)That, if not already done, the CVFD submit a request for replacement of Truck #551 with
a new Tanker/Pumper with at least the same tanker and pumper capacities as Truck
#551,to the Village of Chester and
2)that the VOC, and the MODC if required,support this request; and
3)that, working together specifications for a tender be developed without delay.
JFAC REPORT Oct.2016
This should be accomplished and a tender called so that the order for a new truck can
be placed, and a purchase order for the replacement be concluded not later than the
April of 2017.
This time frame is important as it can take up to a year to have a truck built and
delivered once the order is placed; and
4)that sufficient repairs necessary to ensure truck #551 remains operational until a new
truck can be acquired be undertaken immediately.
Respectfully submitted
Robert Manuel
Chair, Joint Fire Advisory Committee
Attachments:
1.Mechanical report on truck 551
2.CVFD Operating Procedures
3.Superior Tanker Shuttle Service information
4.SWS testing information
5.Insurance grading information
JFAC REPORT Oct.2016
REQUEST FOR DECISION
Prepared By:Tara Maguire Date February 28, 2017
Reviewed By:Date
Authorized By:Tammy Wilson Date March 10, 2017
CURRENT SITUATION
In December 2016, the Senior Economic Development Officer position was vacated after Marianne Gates
accepted a position in Wolfville. In January, staff brought forward a report to Council to review the SEDO
workplan and projects to ensure they aligned with Council’s priorities.
RECOMMENDATION
For discussion and direction.Given the depth of the discussion required, Council may wish to refer this
item to a Strategy Session, which would be scheduled specifically to discuss this matter.
BACKGROUND
During Council’s Strategic Planning Session in January, Council acknowledged there was a need to review
the position in greater detail to ensure it aligns with Council’s goals for Economic Development. Council
directed staff to prepare a summary of the projects in the Economic Development Strategy, along with the
other projects that the SEDO was responsible for. This report provides a summary of the projects
identified in the Economic Development Strategy as well as the projects that the SEDO was working on in
their day to day duties. This review of the will be used to update the job description for the EDO before
the vacancy is advertised.
In April/ May, staff will provide a more detailed review of the Economic Development Strategy to provide
an opportunity for Council to review and update the projects. The revised strategy will then be used by a
new EDO in the creation of a implementation plan.
DISCUSSION
The following table summarizes the Economic Development Projects listed in the Economic Development
Strategy,as well as projects that have been worked or added to the program since. Those projects
highlighted in a salmon color have a Business Development focus and the aqua colour are those with the
Tourism focus.
Economic Development Strategy Projects
Implement and update the 2013 Economic Strategy in conjunction with
the MODC Council Strategic Plan
REPORT TO:Municipal Council
SUBMITTED BY:Community Development Department
DATE:February 20, 2017
SUBJECT:Economic Development Priorities
ORIGIN:Strategic Planning Session 2017
2 Request For Decision/Direction
Prepare annual economic development report card Completed
Establish a set of investment readiness minimum standards (With REN
partners)
Lead regional tourism marketing and product development efforts
Create and maintain online and hardcopy industrial and employment
land/building inventory
Being the main liaison with Nova Scotia Business Inc.Work with the Nova Scotia Business
Inc. to get a sense of the
investment inquires they receive
and their investment requirements.
Prepare a business case examining opportunities to provide additional
buildings and serviced employment lands –privately or publically owned
–for investment attraction purposes.
Business Industrial Park Feasibility
Study –Completed
Work with CDD on review of the Municipality of the District of Chester
Municipal Planning Strategy and accompanying Land Use Bylaw.
Strategic location (comm. and ind.
zone)
Limit industrial and commercial
uses in GB Zone
Update home-based business
provisions and by-laws
Update statistics and data for the MODC focusing on current year
data/estimates and MODC labour statistics.
MODC Value Proposition report and package Community Profile
Target Sector Analysis
Needs Gap
Competitive Analysis
Investment Inquiry protocol and template
Develop and implement a marketing and communication strategy ED website for MODC
Marketing materials (Community
Profile and Quick Facts)
Social media campaign
Feature sheets to target emerging
industrial sectors.
Residential attraction as a target
audience
Work with administration and other departments to ensure municipal
infrastructure is strategically located to take advantage of new economic
development/investment opportunities (ie. water, sewer, roads, etc.).
Plan Review
Kaizer Meadow rebranding Focus unique attributes such as
high-tech landfill, recycling
facilities, and onsite water
treatment.
Continue creating a marketing program for Kaizer Meadow
Establish an MODC point of contact for all business inquires.Guidance through MODC approvals
processes
Help resolve any issues that may
arise
3 Request For Decision/Direction
Determine better ways to serve
MODC businesses and industries
Provide investment readiness training for all MODC staff and political
leaders.
Develop and update an MODC business directory.Was being done by Chamber, now
SEDO does the updates but
probably won’t get any updates
unless we promote
Any promotion of the directory will
require resources to update the
directory on the website
Summer student in 2016 updated it
to the best of her ability but still
requires constant updating to
remain current
Need to update a database as well
as the online map
Business visitation program & business retention and expansion
program
Implement recommendations
arising from BRE
MODC business awards and recognition program Completed in 2016; planned for 2017
Work with CDD to implement the use of Smart Growth principles in all
new policies, projects and developments as part of an effort to attract
both residents, professionals, a strong work force, employers and
tourists/visitors.
Plan Revew
Continue to work closely with partners to develop the mandate of the
REN2
SEDO attends monthly meetings
with regional EDOs and REN CEO
Three Year Economic Development
Strategy will demand more support
from MODC Economic
Development Officer
Regional Tourism (with REN)Funding support
Support for specific tourism-related
projects, e.g. signage
‘Hard’ product development, such
as infrastructure (e.g. trails,
beautification).
Agreements with service providers
by establishing clear framework for
roles, responsibilities and
expectations with providers of
tourism support
Create a sustainable framework to
continue ‘soft’ product and
experience development,
partnership building and marketing.
Participating REN Regional Tourism
Strategy
4 Request For Decision/Direction
Assist potential investors and developers with specific tourism projects
and encourage tourism investment within the MODC –
Arts, Culture and Heritage asset inventory and map.Use as a basis for a Cultural-
Heritage strategic plan.
Align with objectives of the Tourism
Strategic Plan.
Other Projects
Rural Internet Ongoing
VIC –long term strategy Ongoing
VIC –short term –operational strategy Ongong
Why Here website REN took this over
Business Park Needs further discussion and
direction from Council before
proceeding
If this proceeds it would require
significant amount of project
management and input from SEDO
Work with Business/Development Groups Chamber of Commerce –SEDO is
main contact and liaison with CoC
Chester Merchants -attend
monthly meetings
HABA -attend meetings at least
twice a year
New Ross Development Society -
go to give report annually -went in
fall
Annual update of Economic
Initiatives to Business Group
(Captains House)
Grant Writing Workshop –Capacity Building Was on 2016-17 ED workplan –Not
Completed
Provide a workshop for local
businesses and contractors on
grant writing
Could expand to other capacity
building projects for business
community
Tourism Advertising Coordinate all MODC advertising
Doers and dreamers, south shore
guide, annual buy local flyer,
advertising on ferry, saltscapes
magazine, provincial website
VIC website
5 Request For Decision/Direction
Photography and promotional projects Need to have a photographer take
photos of some businesses &
industry for marketing material RFP
for professional photography –
manage contract, coordinate photo
shoots
Some photos shot in 2016
Opportunities such as provincial
tourism videos
Tourism Map South shore needs a new map,
SEDO was exploring possibilities for
a new map
South Shore Tourism group Key point of contact for group
Regular meetings –at least once a
month
Industry led but municipal staff are
providing most of the
organizational support (i.e. financial
and project management)
Chester Visitor Map Visitor map done by the chamber
each year
Previously supported by selling
advertising space/listings to
members but also listed other
services.
Staff was looking at possibility of
producing this ourselves
In addition to meeting time, also
requires time to undertake projects
Saltscapes Represent region with other
organizations
Plan and Coordinate display booth,
and attend expo
Agriculture project Work with MODC on Agriculture
Day
Climate Data website –needs
updating
Specific marketing campaigns (i.e.
grape growers) to make use of data
GIS Map New project -GIS land mapping
project
Initiated and managed by MODL
EDO
Working with department of
agriculture
Map out assets for agriculture
(fields and what crops they have)
6 Request For Decision/Direction
Would be helpful to know how
much agriculture is being done in
our area
From a review of the above table, it is evident that the Economic Development Strategy had a Business
Development focus. The position, however has taken on more tourism activities because of community
demand and lack of one regional organization to oversee tourism. This demand has been exacerbated by
the withdrawal of the Chester and Area Chamber of Commerce from the operation of the VIC, resulting in
further demand being placed on MODC.
The REN is expected to deliver its Regional Tourism Strategy in the spring of 2017. This will provide
Council with a better picture of what role the REN will play in the delivery of tourism services.
SSREN Support
It is worth noting the SSREN has delivered its Three Year Regional Economic Development Strategy.The
success of this Strategy relies on support from the partner municipal units in terms of human resources.
Projects that MODC will be expected to participate in through such an Economic Development Officer
Position are:
BREE
Assist on working groups established for 1) Talent; 2) Competitiveness; 3) Environment and 4)
Leadership.
Attached is the Action Plan from the Regional Economic Development Strategy.
IMPLICATIONS
The SEDO position has a direct impact on the ability to achieve one of the key goals identified in Council’s
strategic plan –to promote conditions conducive to fostering economic prosperity.
Council has identified Economic Development as a key focus in their 2017-18 workplan.
OPTIONS
1.Direct staff to use existing job description.
2.Direct staff to revise job description to reflect the some or all of the projects and priorities listed
above (i.e.more emphasis on business development, less or tourism or vice versa). If there is a
desire to reduce or remove the emphasis of tourism from the position description, Council may
wish to defer until the REN Regional Tourism Strategy is completed. This will provide Council with
an understanding as to what role Council can expect the REN to play.
3.Eliminate the position, and look at diverting funds to the REN for additional Economic
Development/Tourism support.
4.Eliminate the position and not provide an Economic Development or Tourism service outside of
what is being provided by the REN.
ATTACHMENTS
1.SEDO job description
7 Request For Decision/Direction
COMMUNICATIONS (INTERNAL/EXTERNAL)
If Council decides to advertise the position, the posting will in conformance with the requirements of the
Personnel Policy.
PO Box 639 / 45 School St , Suite 304
Mahone Bay, NS B0J 2E0
Region 6 Solid Waste-Resource Management Phone: 902-624-1339
Fax: 902-624-1313
E-mail: Valda.Walsh@Region6SWM.ca
Tammy Wilson
Municipality of the District of Chester
151 King St PO Box 369 Chester, NS B0J 1J0 February 6, 2017
RE: Budget Approval 2017-18 Dear Ms. Wilson,
On Friday, January 27, 2017, the Region 6 Inter-Municipal Committee met regarding the
budget for the upcoming fiscal April 1, 2017 – March 31, 2018. The following motion was passed:
MOTION: to recommend approval of the 2017-18 Region 6 Inter-Municipal Committee
Budget in the amount of $689,290 to member councils as presented. M/C Pursuant to FINANCES of the Region 6 Inter-Municipal Agreement; items 34 – 39 “34. The proposed Committee budget shall be submitted to the Councils of each of the Parties prior to
4:30 p.m. on December 31st of each year. 35. The Councils of each of the Parties shall approve said budget, or refuse to do so, by 4:30 p.m. on
March 14th of the year to which said budget applies. 36. Should the Council of any of the Parties fail to approve or refuse to approve the proposed Committee budget by the stated deadline then the said budget is deemed to have been approved by that Council.
37. The proposed Committee budget shall be binding on all of the Parties if approved by the Councils of 75% or more of the Parties, so long as the Parties whose Councils have approved represent a minimum of 50% of the total population represented by the Parties to this agreement – said figures to be taken from the most recent available Census of Canada statistics.
38. In the event that motions of refusal to approve result in a proposed Committee budget not receiving
approval of the necessary majority of Councils, the Committee shall revise the proposed budget taking into account any comments that may have been provided and submit a revised budget to the Councils of the Parties.
39. Should the Council of any of the Parties fail to approve or refuse to approve a revised proposed Committee budget within 45 days after receipt of same then the said budget is deemed to have been approved by that Council.” Respecting the enclosed budget, please review with your council and respond to Region 6
before 4:30 pm, March 14, 2017 on your approval or refusal.
Should you have any questions on either document please feel free to contact myself at
902-624-1339 or Chair, Andre Veinotte 902-277-1409. If you require my attendance at the council meeting when the budget is up for discussion, feel free to contact me by phone or email.
Regards,
Valda Walsh BSc TME EP Regional Coordinator
encl.
INCOME 2016‐17 Projection 2016‐17 Budget 2017‐18 Estimates
Divert NS
Education Contract 64,393 64,307 64,307
Coordinator Agreement 42,028 40,804 42,028
Advertising Assistance 0 3,000 0
Enforcement Contract 1 100,000 100,000 89,560
Sub‐total 206,421$ 208,111$ 195,895$
Other
Dairy 129,871 90,000 90,000
Diversion 230,873 230,873 227,460
Municipal Approved Programs 83,230 83,461 81,647
Services 3,450 3,450 3,450
Interest 0 0
Sub‐total 447,424$ 407,784$ 402,557$
Municipal Contribution
Municipal Billing 88,484 88,484 90,838
Inter‐Municipal Program (transfer )1,100 1,100 0
Sub‐total $89,584 $89,584 $90,838
TOTAL 743,429$ 705,479$ 689,290$
Region 6 Solid Waste Management
Page 1 Region 6 SWM Budget
Region 6 Solid Waste Management
EXPENSES 2016‐17 Projection 2016‐17 Budget 2017‐18 Estimates
OPERATING EXPENSE
Coordinator Salary 59,670 60,202 61,406
Coordinator Benefits 11,397 11,150 11,906
Educator Salary 46,238 46,656 47,589
Educator Benefits 7,861 7,995 8,110
Travel (Coordinator) 2 6,000 7,250 6,500
Travel (Educator) 2 9,500 10,000 9,500
Training and conference 1,500 2,040 2,040
Office Rental 12,522 12,522 12,522
Cleaning 780 780 780
Cell phones 2,600 2,500 2,600
Phone/fax 1,500 1,100 1,500
postage/copier/copies 3 2,400 1,500 2,400
Computer/materials 1,520 1,520 1,520
Insurance 2,665 2,380 2,700
Administration 10,350 10,350 10,350
Legal 4 500 0 2,000
Auditor 5 10,275 7,100 8,500
Contingency 0 2,500 2,500
Sub‐total 187,279$ 187,545$ 194,423$
EDUCATION
Signs/web/advertising 1,200 1,200 1,200
Nova Scotia Recycles Contest 6 3,200 3,500 0
Environment Week 6 0 2,700 1,000
Compost Awareness Week 6 700 1,500 1,500
Waste Reduction Week 6 300 1,500 500
Public bins maintenance 7 400 1,600 1,000
Program materials 7 400 500 1,000
Inter‐Municipal program expenses 7 2,550 1,100 0
Sub‐total 8,750$ 13,600$ 6,200$
PAYMENTS TO UNITS
Enforcement Contract 1 100,000 100,000 89,560
Dairy Agreement 129,871 90,000 90,000
Diversion 150,305 230,873 227,460
Municipal Approved 83,230 83,461 81,647
Sub‐total 463,406$ 504,334$ 488,667$
TOTAL 659,435$ 705,479$ 689,290$
Revenue/Expenditure 83,994$ ‐$ ‐$
Revenue over Expenditure 80,568 is the audited deficit from 2015‐16 that was taken off the Diversion Cheque and 3,426 is
the projected savings from 2016‐17 Municipal Billing which will be attributed to the 2017‐18 estimate following the audit
of March 31, 2017
Page 2 Region 6 SWM Budget
Region 6 Solid Waste Management
NOTES:
1. Divert NS changed the way they calculate the program fund. Instead of 100,000 per region a revised formula
is impacted by population and land area.
2. Travel has been adjusted down to reflect the lower 'Actual' costs over the past couple of years.
3. Actual costs to print colour copies for reports has increased. Cost increase reflects the 'Actual' cost last year.
4. Our lawyer retired and the cost reflects hiring a new lawyer and getting started on revising our Inter‐
Municipal Agreement
5. Estimate amount at $8,500 was suggested by our outgoing auditor.
6. Divert NS program reduction; cancelled NS Recycles Contest, Advertising for spring and fall campaigns. Cost
reduction does not reduce regional or municipal programs.
7. Public bins maintenance and Inter‐Municipal Programs are winding down after the last 2 years’ campaign.
More focus will now be placed on bins for inside use at community halls and not‐for‐profits.
Page 3 Region 6 SWM Budget
Budget 2017-18
What I am seeking today is a
motion to approve the
budget at $689,290
Valda Walsh
Regional Coordinator
902-624-1339
902-350-0333
Valda.Walsh@Region6SWM.ca
Municipal Approved Program Funds
Distributed based on population and eligible only towards program
costs that keep waste from going to landfill. This money is not
permitted to be used to offset any costs associated with the
disposal of waste.
HOW IS IT CALCULATED
An amount is advanced to Region 6 following the AGM for
Divert Nova Scotia but is retained until the final contribution
is made in February/March.
WHEN AND HOW OFTEN
Divert NS
Solid Waste-Resource Regulations Section 8(1) (b)
2
Diversion Credits
Based on the solid waste diverted by the member municipal units.
Some areas share services; in these cases the total is paid to the
service area; ie. Municipal Joint Services, Shelburne Shared Services
HOW IS IT CALCULATED
An advance of approximately 75% of the fund is issued in the 2nd
quarter and the remaining 25% is issued in the 4th quarter
WHEN AND HOW OFTEN
Divert NS
Solid Waste-Resource Regulations Section 8(1) (a)
3
Dairy
Based on the total tonnes of fluid milk containers sent to market each
year. Fluid milk –yogurt, ice cream, butter and other similar containers are
not part of the program. Likewise, soy, almond and milk replacement products
are also not part of the program.
HOW IS IT CALCULATED
The amount is negotiated each June (based on previous year data) and
a cheque issued in August or early September
WHEN AND HOW OFTEN
Atlantic Dairy Council
A voluntary stewardship agreement (2001) that is renegotiated annually
between the Atlantic Dairy Council and the Municipalities (Chairman of
Regional Chairs)
4
Enforcement Fund
A set amount is allotted for each area based on population. Each unit
then must demonstrate meeting a set of eligibility requirements to
release the funds. Deliverables of how many complaints were
followed up on and warnings or tickets issued as well as proof of
expenditures for staff and equipment to complete the contract
deliverables.
HOW IS IT CALCULATED
A report must be submitted mid-year on progress of the program and
a final report at year end after which funds are released to area
participants based on eligible expenses
WHEN AND HOW OFTEN
This program began in 2009 in response to the increasing demand for support to
help fund our outreach as more enforcement was required to supplement the
education programs. Several employees are partially paid using this fund
Divert NS
5
Inter-Municipal Fund
On an as needed basis and only on motion of the Inter-Municipal
Committee. Past uses: Public Bins Program, Compost transport and
Processing study, 10th Anniversary of the Lunenburg Material
Recovery Facility
WHEN AND HOW OFTEN
This account was generated on the inception of Region 6 with $100,000
grant from the province. That money was used to pay for a study and
support the formation of the region. Since that time a few more grants had
been earned (based on surplus at the RRFB at the time) and added to the
account. This is a reserve fund and can only be accessed based on motion of
the Inter-Municipal Committee.
6
REVENUE 2016-17
Projection
2016-17
Budget
2017-18
Estimates
Divert NS
Education Contract 64,393 64,307 64,307
Coordinator Agreement 42,028 40,804 42,028
Advertising Assistance 0 3,000 0
Enforcement Contract 100,000 100,000 89,560
Sub-total $ 206,421 $ 208,111 $ 195,895
Other
Dairy 129,871 90,000 90,000
Diversion 230,873 230,873 227,460
Municipal Approved Programs 83,230 83,461 81,647
Services 3,450 3,450 3,450
Interest 0 0
Sub-total $ 447,424 $ 407,784 $ 402,557
Municipal Contribution
Municipal Billing 88,484 88,484 90,838
Inter-Municipal Program (transfer)1,100 1,100 0
Sub-total $89,584 $89,584 $90,838
TOTAL $ 743,429 $ 705,479 $ 689,290 7
29%
58%
13%
REVENUE
Divert NS
(contract/agreement)
Other (stewardship, services,
rewards)
Municipal Contribution
8
EXPENSES 2016-17
Projection
2016-17
Budget
2017-18
Estimates
OPERATING
Admin Salaries and Benefits 71,067 71,352 73,312
Administration (host)10,350 10,350 10,350
Travel 6,000 7,250 6,500
Training and conference 1,500 2,040 2,040
Office Rental 13,302 13,302 13,302
Phones/fax/copier/computer 8,020 6,620 8,020
Insurance 2,665 2,380 2,700
Legal 500 0 2,000
Auditor 10,275 7,100 8,500
Contingency 0 2,500 2,500
Sub-total $ 123,679 $ 122,894 $ 129,224
EDUCATION
Education salaries and benefits 54,099 54,651 55,699
Education travel 9,500 10,000 9,500
Signs/web/advertising 1,200 1,200 1,200
Special events 4,200 9,200 3,000
Public bins maintenance 400 1,600 1,000
Program materials 400 500 1,000
Inter-Municipal program expenses 2,550 1,100 0
Sub-total $ 72,349 $ 78,251 $ 71,399
SUB-TOTAL $ 196,028 $ 201,145 $ 200,6239
EXPENSES (cont’d)2016-17
Projection
2016-17
Budget
2017-18
Estimates
PAYMENTS TO UNITS
Enforcement Contract 100,000 100,000 89,560
Dairy Agreement 129,871 90,000 90,000
Diversion Credits 150,305 230,873 227,460
Municipal Approved Program 83,230 83,461 81,647
Sub-total $ 463,406 $ 504,334 $ 488,667
TOTAL $ 659,435 $ 705,479 $ 689,290
10
19%
10%
71%
EXPENSES
Operations
Education
Payments to units
11
Municipal Billing 2017-18
Statistics Canada %Budget Estimate
2011 of 2016-17 2017-18
Population Region 6 $ 88,484 $ 90,838
Clark's Harbour 820 0.90%799.80 821.08
Barrington 6,994 7.71%6,821.69 7,003.17
Shelburne (T)1,686 1.86%1,644.46 1,688.21
Shelburne (MD)4,408 4.86%4,299.40 4,413.78
Lockeport 588 0.65%573.51 588.77
Region of Queens 10,960 12.08%10,689.98 10,974.38
Bridgewater 8,241 9.08%8,037.97 8,251.81
Mahone Bay 943 1.04%919.77 944.24
Lunenburg (MD)25,118 27.69%24,499.18 25,150.95
Lunenburg (T)2,313 2.55%2,256.02 2,316.03
Chester 10,698 11.79%10,434.44 10,712.03
West Hants 14,165 15.61%13,816.02 14,183.58
Windsor 3,785 4.17%3,691.75 3,789.96
REGION 6 90,719 $ 88,484.00 $90,838.00
12
Valda Walsh
Regional Coordinator
902-624-1339
902-350-0333
Valda.Walsh@Region6SWM.ca
THANK YOU
What I am seeking today is a
motion to approve the
budget at $689,290
REQUEST FOR DECISION
Prepared by:Bill DeGrace Date March 7, 2017
Reviewed by:Date
Authorized by:Tammy Wilson, CAO Date March 7, 2017
CURRENT SITUATION
The Municipality engaged Bluenose Coastal Action Foundation (BCAF) to co-ordinate a second water
quality testing season for Fox Point Lake in 2016. Monitoring activity commenced in June and continued
through October. The final report was submitted in January 2017 and considered by the Water Quality
Monitoring Committee at its meeting of February 17, 2017.
RECOMMENDATION
That Council receive the Report for 2016 and share with:
-Department of the Environment,and
-the Developers of nearby Aspotogan Ridge (along with the 2015 Report and Program).
BACKGROUND
The Municipality appointed a Water Quality Monitoring Committee in response to concerns expressed
at the public hearing for the rezoning of nearby lands in the Mill Cove area to permit a commercial golf
course. These concerns pertained to perceived changes in water quality. The Committee is comprised
of representatives of Municipal Council, the Municipal Area Advisory Committee, the Aspotogan
Heritage Trust, the Fox Point Lake Property Owners Association, a local resident with knowledge of
water quality monitoring, and the Developer, Aspotogan Ridge Inc. Currently, the Developer is not
represented on the Committee.
DISCUSSION
Water quality monitoring, based on a program designed by BCAF in 2015,involves a series of bi-weekly
tests to assess the health of this water body. Included are tests for phosphorus, nitrogen, chlorophyll a,
water clarity,suspended and dissolved solids,dissolved oxygen/water temperature, fecal coliform,
water level, stream discharge and a new test for 2016: blue-green algae.Guidelines (acceptable
maximums) for monitoring are established by the Canadian Council of Ministers of the Environment
(CCME) and Health Canada (for drinking water).
REPORT TO:Municipal Council
SUBMITTED BY:Bill DeGrace, Senior Planner
DATE:March 7, 2017
SUBJECT:Fox Point Lake Water Quality
Monitoring, 2016 Season Final Report
ORIGIN:May 24,2016 contract award to
Bluenose Coastal Action Foundation
2
request for decision
Again this season, sampling sites were at the north inlet (relocated due to a beaver dam), the south
inlet, the outlet and in deep water.A second deep-water testing location was added this season to assist
with information on dissolved oxygen/water temperature.Volunteer monitors resident in the Fox Point
Lake area conducted the testing following training, and under supervision.There were four volunteers
in 2016 (five in 2015).
The summer of 2016 was drier than the previous summer,so there were fewer siltation events.
Moreover,there was no construction activity nearby.Key results are summarized as follows:
1.Algae Bloom –This occurred in June and the analysis showed a level of “microcystin-LR”(a
cyanobacterial toxin) that exceeded the Health Canada drinking water guideline. As some algae
blooms are toxic and others non-toxic,and they are indistinguishable in appearance, all should be
tested and the public advised immediately to not use the water for domestic consumption.
2.Trophic State –This is a measure of biological productivity from oligotrophic (low), to mesotrophic
(moderate)to eutrophic (high)based on nutrients, chlorophyll a and water clarity.Similar to 2015,
results for 2016 show no significant change:Fox Point Lake is predominantly oligotrophic and
approaching mesotrophic.However, improved water clarity in 2016 is a positive sign.
3.Dissolved oxygen/water temperature –As climate warms, the water column separates into layers
of different densities based on water temperature. When there is little or no mixing of the layers –
usually by late summer when temperature is higher –the supply of dissolved oxygen becomes
depleted which affects the health of aquatic life.Both deep-water sampling sites showed low
dissolved oxygen.
4.Fecal coliform –Once again this season, this was not an issue as the count fell well below the
Health Canada guideline.
5.Nutrients –Similar to 2015, nutrient loading (phosphorus/nitrogen) is occurring at the south inlet
stream.Phosphorus exceeded the CCME guideline throughout the 2016 season,but on a positive
note the average showed a decrease from 2015, and there was no exceedance for nitrogen at all in
2016.
IMPLICATIONS
1.Policy
Water quality monitoring as an activity addresses the current MPS Policy 6.1.6:It is the
intention of Council to encourage land use and development in a manner that will preserve,
enhance and protect the natural environment and the living environment of the District of
Chester.
2.Financial/Budgetary
The 2016 monitoring season is being cost-shared between MODC and the Aspotogan Heritage
Trust on an even split ($2,898 each).
3
request for decision
3.Environmental
This project addresses a site-specific issue.
4.Strategic Plan
Goal 4:Strengthen and support environmental, cultural and social resources.
5.Work Program Implications
Staff co-ordination of this activity is required. The Committee is prepared to oversee a
monitoring program for 2017 subject to budget approval.In addition,it is important to ensure
that there will be volunteer support.Consideration could be given to scaling back the program
in succeeding years to certain tests,and carrying out a more comprehensive testing regime on a
less frequent basis.
OPTIONS
1.Receive the Report for 2016 and share with:
-Department of the Environment
-the Developers of nearby Aspotogan Ridge (along with the 2015 Report and Program).
2.Defer acceptance pending further details.
ATTACHMENTS
Bluenose Coastal Action Foundation,Fox Point Lake 2016 Water Quality Monitoring Report,
January 2017.
COMMUNICATIONS (INTERNAL/EXTERNAL)
N/A
FOX POINT LAKE TEST RESULTS:SNAPSHOT
Adapted from: Bluenose Coastal Action Foundation,Fox Point Lake 2016 Water Quality Monitoring Report. January 2017
Measure 2015 2016
Trophic state
(Oligotrophic → Mesotrophic → Eutrophic)
BEST . . . . . . . . . . . . . . . . . . . . . . WORST
Oligotrophic
(approaching
Mesotrophic)
Oligotrophic
(approaching
Mesotrophic)
●
Nutrients (south inlet / mean)
Phosphorus ≤ 0.03 mg/L guideline
Nitrogen
Chlorophyll a < 40 = Oligotrophic
0.164
1.22
34
0.149
0.612
41.5
●
●
●
Water clarity
Secchi disk
Dissolved solids pristine = 20 mg/L
49
27.5
45.7
29.7
●
●
Thermal stratification
Temperature (south inlet / maximum)20◦C guideline
Dissolved Oxygen ≥ 6.5 mg/L guideline
17.7
6.31
18.7
5.63
●
●
pH level (south inlet / mean)pH7 guideline 5.08 5.64 ●
Water level 0.61 –0.80 0.63 –0.78 ●
●Slightly better ●No change ●Slightly worse
Fox Point Lake
2016 Water Quality Monitoring Report
Prepared for
Municipality of the District of Chester
Water Quality Monitoring Committee (Mill Cove)
By
Bluenose Coastal Action Foundation
37 Tannery Road, PO Box 730
Lunenburg, N.S.
B0J 2C0
January 2017
Table of Contents
Page
1.0 Introduction
1.1 Project Background……………………………………………………………………………………………………….. 1
1.2 Review of 2015 Water Quality Report……………………………………………………………………………. 4
1.3 Changes to the 2016 Water Quality Monitoring Program………………………………………………. 4
2.0 Water Quality Monitoring Results
2.1 Algae Bloom…………………………………………………………………………………………………………………... 7
2.2 Trophic State………………………………………………………………………………………………………………….. 8
2.3 Thermal Stratification…………………………………………………………………………………………………….. 11
2.4 Water Temperature……………………………………………………………………………………………………….. 17
2.5 Dissolved Oxygen…………………………………………………………………………………………………………… 18
2.6 pH………………………………………………………………………………………………………………………………….. 20
2.7 Total Dissolved Solids…………………………………………………………………………………………………….. 22
2.8 Total Suspended Solids………………………………………………………………………………………………….. 23
2.9 Total Phosphorus…………………………………………………………………………………………………………… 24
2.10 Total Nitrogen……………………………………………………………………………………………………………… 26
2.11 Fecal Coliform……………………………………………………………………………………………………………… 28
2.12 Rainfall and Water Level……………………………………………………………………………………………… 30
2.13 Stream Discharge………………………………………………………………………………………………………… 30
3.0 Discussion………………………………………………………………………………………………………………………………….. 32
4.0 Recommendations……………………………………………………………………………………………………………………… 33
References……………………………………………………………………………………………………………………………………….. 35
Page
List of Figures
Figure 1. Fox Point Lake drainage basin and locations of four water quality monitoring sites………….. 3
Figure 2. Relocation of the North Inlet sample site at FPL in 2016……………………………………………………. 5
Figure 3. Location of second dissolved oxygen/water temperature profile site in FPL……………………… 6
Figure 4. TSI calculations for Fox Point Lake in 2016………………………………………………………………………… 10
Figure 5. Thermal stratification of a water column displaying three layers of varying densities………. 11
Figure 6. Thermal stratification in oligotrophic and eutrophic lakes represented by
Dissolved oxygen/water temperature depth profiles………………………………………………………….. 12
Figure 7. Common dissolved oxygen profiles found in thermally stratified lakes……………………………… 13
Figure 8. Dissolved oxygen/water temperature depth profiles at Lake Site 1 in 2016………………………. 15
Figure 9. Dissolved oxygen/water temperature depth profiles at Lake Site 2 in 2016………………………. 16
Figure 10. Water temperatures at five FPL sample sites from June to October, 2016………………………. 18
Figure 11. Dissolved oxygen at five FPL sample sites from June to October, 2016……………………………. 20
Figure 12. pH at five FPL sample sites from June to October, 2016………………………………………………….. 22
Figure 13. Total dissolved solids at five FPL sample sites from June to October, 2016……………………… 23
Figure 14. Total phosphorus at four FPL sample sites from June to October, 2016………………………….. 26
Figure 15. Total nitrogen at four FPL sample sites from June to October, 2016……………………………….. 28
Figure 16. Rainfall and water level results at FPL from June 22, 2016 to October 21, 2016……………… 30
Figure 17. Stream discharge rates in the outlet and inlet streams at FPL from June to
October, 2016…………………………………………………………………………………………………………………….. 31
List of Tables
Table 1. Locations of monitoring sites at FPL in 2016………………………………………………………………………… 6
Table 2. Mean and range values for key parameters from Lake Site 1 from June to
September, 2016………………………………………………………………………………………………………………….. 9
Table 3. Means and ranges of variables associated with trophic levels in lakes…………………………………. 9
Table 4. Comparison of Secchi disk, chlorophyll a, and total phosphorus TSI scores in
2015 and 2016 at Fox Point Lake………………………………………………………………………………………….. 10
Table 5. Mean and maximum summer water temperatures from July to September,
2016 and 2015 maximum summer water temperatures……………………………………………………….. 18
Page
Table 6. Mean and maximum summer dissolved oxygen results from July to September,
2016 with 2015 results for comparison……………………………………………………………………………… 19
Table 7. Mean and minimum pH results from June to October, 2016 with 2015
results for comparison………………………………………………………………………………………………………. 21
Table 8. Total suspended solids (mg/L) results at four FPL sample sites from June
to October, 2016………………………………………………………………………………………………………………. 24
Table 9. Mean and maximum total phosphorus results from June to October,
2016 with 2015 results for comparison…………………………………………………………………………….. 25
Table 10. Mean and maximum total nitrogen results from June to October,
2016 with 2015 results for comparison…………………………………………………………………………….. 27
Table 11. Fecal coliform (cfu/100 mL) results at four sample sites from June to
October, 2016…………………………………………………………………………………………………………………… 29
Table 12. Mean and range of stream discharge rates in FPL outlet and inlet streams
from June to October, 2016……………………………………………………………………………………………… 31
1
1.0 Introduction
1.1 Project Background
The Fox Point Lake Water Quality Monitoring Committee was appointed by the Municipality of
the District of Chester in November 2014, in response to ongoing concerns about the water
quality of Fox Point Lake (FPL) and the Aspotogan Ridge development project in Mill Cove.
Aspotogan Ridge will be a 550-acre family lifestyle community, with the construction of over
500 residential units and an 18-hole golf course planned over the next several years. Residents
of Fox Point Lake have documented several siltation run-off events in the lake during
construction of the golf course, leading to concerns over the impacts of the development
project on the health of Fox Point Lake and its drainage basin.
The Water Quality Monitoring Committee was tasked with developing a Water Quality
Monitoring Program to document the baseline water quality conditions of Fox Point Lake and
track any changes in the health of the lake over the course of the development project. In 2015,
Bluenose Coastal Action Foundation was contracted to develop this monitoring program,
provide training and assistance to a group of volunteers, and to analyze and report on the
water quality results of the initial monitoring period. A description of the monitoring program,
including the sampling methodology and field procedures, can be found in Fox Point Lake
Water Quality Monitoring Program (2015), and the results of the first monitoring season can be
found in Fox Point Lake Water Quality Monitoring Report (2015), available on request from the
Municipality of the District of Chester.
The goals and objectives of the monitoring program remain unchanged from those stated in
2015 and are as follows:
Program Goals:
1. Establish a baseline of the water quality conditions and trophic status of Fox Point Lake
based on an initial monitoring period of May-October 2015, with the understanding that
conditions may already be degraded to a certain degree as a result of development
activities.
2. Monitor the water quality conditions and trophic status of Fox Point Lake throughout the
course of the multi-year Aspotogan Ridge development project.
2
Program Objectives:
a) Monitor various biological, chemical, and physical water quality parameters in Fox
Point Lake to establish a baseline of these indicators and track any changes as a result of
development.
b) Determine the current trophic status of Fox Point Lake based on results of the initial
monitoring period (May-October 2015), using the following key parameters: total
phosphorus, total nitrogen, chlorophyll a, and Secchi disk depths.
c) Monitor the trophic status of Fox Point Lake throughout the course of development for
signs of cultural eutrophication.
d) Monitor the water depth of Fox Point Lake throughout the course of development as
an indicator of sediment in-filling or altered drainage basin hydrology.
e) Monitor precipitation amounts throughout the course of development to track local
rainfall patterns and the severity of associated siltation events in Fox Point Lake.
f) Monitor stream flow discharge in two inlet streams and one outlet stream of Fox Point
Lake throughout the course of development as an indicator of altered hydrology within
the drainage basin.
g) Monitor and document siltation events and algal blooms occurring in Fox Point Lake
throughout the course of development.
h) Monitor thermal stratification of Fox Point Lake by conducting temperature/
dissolved oxygen profiles to track the influence of increased nutrient loading on the
algal and dissolved oxygen conditions of the lake.
Fox Point Lake is the largest lake on the Aspotogan Peninsula. This 1.4 km² lake is shallow, long,
and narrow, with 11 small islands and an average depth of 4.9 m (Beanlands, 1980). The lake
receives drainage from its 8 km² catchment area through two inlet streams. The northern inlet
flows through wetland habitat and drains the northern half of the catchment area, while the
southern inlet flows directly through the golf course development site and drains the southern
end of the catchment. A single outlet stream in the southeast corner of the lake flows directly
into St. Margaret’s Bay.
The FPL Water Quality Monitoring Program was designed to be carried out by residents of the
lake on a volunteer basis, with the assistance of the Coastal Action Project Manager throughout
the summer. In 2015, four sample sites were established around the lake, as well as a rainfall
and water level monitoring station on a volunteer’s shoreline property. Sample site locations
3
were chosen to monitor water quality conditions in the lake, the outlet stream, and the north
and south inlet streams before they enter the lake (see Fig. 1).
Figure 1 – Fox Point Lake drainage basin and locations of four water quality monitoring sites.
4
1.2 Review of 2015 Water Quality Report
The 2015 monitoring season provided valuable baseline data on the overall health of Fox Point
Lake and its outlet and inlet streams. Following the initial monitoring period in 2015, it was
determined that Fox Point Lake is healthy but at risk of cultural eutrophication if anthropogenic
activities within its catchment area are not properly managed.
The trophic state was identified as oligotrophic approaching mesotrophic, meaning that the
lake has low to moderate biological productivity. Thermal stratification occurred in the lake
from June to October, leading to severe oxygen depletion in the bottom layer of the lake.
Surface water temperatures in the lake exceeded 20°C in July and August, which causes stress
for many aquatic organisms. These high surface water temperatures and low dissolved oxygen
conditions in the bottom layer of the lake indicate that the outlet and inlet streams are likely
providing important thermal refugia habitat for the fish populations of Fox Point Lake. The
North Inlet sample site displayed very low dissolved oxygen concentrations during the warmest
part of the summer. Nutrients (nitrogen and phosphorus) exceeded the recommended
guidelines at the South Inlet sample site on several occasions, indicating that this stream is
suffering from excessive nutrient loading. Fecal bacteria results fell well below Health Canada
guidelines established to protect human health, except for one occasion when guidelines were
exceeded at the North Inlet and South Inlet sample sites.
1.3 Changes to the 2016 Water Quality Monitoring Program
Two changes were made to the monitoring program in 2016, which involved the relocation of
the North Inlet sample site, and the addition of a second dissolved oxygen/water temperature
profile site in the lake.
The North Inlet sample site was moved approximately 100 m downstream from its original
location in 2015 (see Fig. 2). The construction of a beaver dam immediately downstream of the
original location caused a number of issues with accessing the site and collecting all the
required data throughout the 2015 monitoring period.
5
Figure 2 – Relocation of the North Inlet sample site at FPL in 2016.
In 2015, depth profiles for dissolved oxygen and water temperature were conducted on a bi-
weekly basis at the deepest point (19 m) in the lake (Lake sample site) to monitor thermal
stratification throughout the water column and dissolved oxygen conditions in the bottom layer
of the lake. These profiles revealed that Fox Point Lake was thermally stratified from June to
October and dissolved oxygen became severely depleted in the bottom layer of the water
column. In order to gain a better understanding of thermal stratification and oxygen depletion
in the lake, a second profile site was established at the northern end of the lake in another
deep spot (16 m) (see Fig. 3). The original Lake sample site will now be referred to as ‘Lake Site
1’ and the new depth profile site is called ‘Lake Site 2’. YSI and depth profile data are collected
from Lake Site 2; however, water samples for laboratory analysis are not collected from this
site.
6
Figure 3 – Location of second dissolved oxygen/water temperature profile site in FPL.
Table 1 – Locations of monitoring sites at FPL in 2016.
Monitoring Site Site Coordinates
North Inlet N 44°36’55.14” W 64°05’24.21”
South Inlet N 44°35’47.00” W 64°04’60.00”
Lake Site 1 N 44°36’04.86” W 64°04.56.28”
Outlet N 44°35’52.92” W 64°04.31.99”
Lake Site 2 N 44°36’29.14” W 64°05’15.06”
Rainfall/Staff Gauges N 44°35’56.62” W 64°05’02.11”
7
2.0 Water Quality Monitoring Results
The following section provides an analysis of the 2016 monitoring program results. Many of the
water quality parameters will be compared to established guidelines that have been designated
by the Canadian Council of Ministers of the Environment (CCME), Health Canada, or through
other research bodies.
According to residents of FPL, no siltation run-off events were observed during the summer
months of 2016 and the lake water was clearer than they have seen it over the past several
years. The Aspotogan Ridge development project, currently one of the most significant sources
of anthropogenic activities within the FPL catchment area, was not active during the 2016
monitoring period. Golf course operations and construction activities were put on hold and it is
currently unknown when this development project will recommence.
2.1 Algae Bloom
On June 22, 2016, an algae bloom occurred in Fox Point Lake. Members of the FPL volunteer
group collected a water sample to be analyzed at Maxxam Analytics laboratory for microcystin-
LR, which is a toxin produced by cyanobacteria (blue-green algae). Analysis of the water sample
indicated a level of microcystin-LR of 1.25 µg/L, confirming the presence of cyanobacterial
toxins in the bloom. The drinking water guideline for cyanobacterial toxins – microcystin-LR is
1.5 µg/L (Health Canada, 2010). This guideline is meant to protect against exposure to other
types of microcystins which may be present in a bloom. Microcystins can persist in aquatic
environments after a visible bloom has dissipated (Federal-Provincial-Territorial Committee on
Drinking Water, 2002).
Freshwater cyanobacteria can accumulate in surface waters, producing a ‘bloom’ or ‘scum’
layer on the surface of a waterbody. Cyanobacterial blooms can persist in water with adequate
supplies of nitrogen and phosphorus, water temperatures between 15-30°C, and a pH between
6.0 - 9.0 and tend to recur within the same waterbody year after year. There is no simple
method to distinguish between toxic and non-toxic blooms; therefore, every algal bloom should
be treated as potentially dangerous. In general, 50-75% of the isolates from a bloom are
capable of producing toxins and there is often more than one type of toxin present, although
not all cyanobacterial blooms will produce toxins. Exposure to cyanobacterial toxins is most
often through the consumption of drinking water, and minor exposure can occur through
recreational activities and other domestic water uses. Although rare, illnesses can occur from
recreational exposure through skin contact or inadvertent ingestion of water, and can include
8
stomach cramps, vomiting, fever, headache, eye and skin irritation, and muscle pain and
weakness (WHO, 2003; Federal-Provincial-Territorial Committee on Drinking Water, 2002).
The analysis of microcystin-LR in the water sample from FPL was sent to a laboratory in Alberta
and results were not received by the Coastal Action Project Manager for several weeks. As a
precaution, all algae blooms in FPL should be treated with caution as soon as they occur rather
than wait for confirmation on the presence of cyanobacterial toxins. Domestic water use should
be restricted and recreational use of the lake by humans and pets should be avoided until after
the bloom has dissipated.
2.2 Trophic State
The trophic state of a lake describes its level of biological productivity and provides a valuable
benchmark from which to monitor changes in the health of a lake and its drainage basin as a
result of various anthropogenic activities. Oligotrophic lakes display low levels of productivity
and relatively pristine conditions, mesotrophic lakes have moderate biological production, and
eutrophic lakes exhibit high productivity and high densities of plant biomass. Eutrophication is
the natural, long-term process of lakes progressing from lower trophic states to higher ones,
while cultural eutrophication refers to the accelerated trend towards higher trophic states due
to anthropogenic impacts within the drainage basin of a lake. Symptoms of cultural
eutrophication include excessive nutrient loading, increased algal and rooted aquatic plant
growth, and low dissolved oxygen conditions (Brown & Simpson, 1998; Brylinsky, 2004).
Determining the trophic state of a lake involves the analysis of key variables: total phosphorus,
total nitrogen, chlorophyll a, and Secchi disk depth. In 2015, these water quality parameters
were used to assess the trophic state of Fox Point Lake by calculating the Carlson Trophic State
Index (TSI) scores (Carlson, 1977). The trophic state of Fox Point Lake in 2015 was determined
to be oligotrophic and approaching mesotrophic. This analysis has been repeated using results
from the 2016 monitoring season to identify any changes in trophic state.
9
Table 2 – Mean and range values for key parameters from Lake Site 1 from June to October,
2016.
Total Phosphorus
(µg/L)
Total Nitrogen
(µg/L)
Chlorophyll a
(µg/L)
Secchi Disk Depth
(m)
Mean 6.8 214 3.05 2.69
Range 5 - 8 187 - 266 1.25- 5.21 1.72 – 3.26
Table 3 – Means and ranges of variables associated with trophic levels in lakes (Brown &
Simpson, 1998).
A comparison of the results from Lake Site 1 (see Table 2) to a set of ranges and means
established by Vollenweider & Kerekes (1982) (see Table 3) suggests that the trophic state of
Fox Point Lake is predominantly oligotrophic and approaching mesotrophic. Additional analysis
of trophic state, using the Carlson Trophic State Index (TSI), will provide a numerical score for
each key parameter which can be directly compared to the scores calculated in 2015. The TSI
ranges from 0 to 100 and can be calculated for each parameter individually using the following
formulas:
10
Secchi disk: TSI(SD) = 60 – 14.41 ln(SD) TSI(SD) = 45.7
Chlorophyll a: TSI(CHL) = 9.81 ln(CHL) + 30.6 TSI(CHL) = 41.5
Total phosphorus: TSI(TP) = 14.42 ln(TP) + 4.15 TSI(TP) = 31.8
(ln = natural log)
Figure 4 – TSI calculations for Fox Point Lake in 2016.
Table 4 – Comparison of Secchi disk, chlorophyll a, and total phosphorus TSI scores in 2015 and
2016 at Fox Point Lake.
2015 2016
TSI (SD) 49 45.7
TSI (CHL) 34 41.5
TSI (TP) 37 31.8
Lakes with a TSI of less than 40 are oligotrophic, mesotrophic lakes have TSI values between 40
and 50, and lakes with a TSI value greater than 50 are classified as eutrophic. The TSI value for
chlorophyll a is often given priority as it provides the most accurate prediction of algal biomass.
TSI scores indicate, again, that Fox Point Lake has a trophic state of oligotrophic, approaching
mesotrophic, meaning that the lake has low to moderate biological productivity.
The decrease in TSI scores for Secchi disk depth from 49 in 2015 to 45.7 in 2016 reflect
improved water clarity. The average Secchi disk depth, in 2016, was 2.69 m at Lake Site 1 and
2.92 m at Lake Site 2, compared to an average Secchi disk depth of 2.09 at Lake Site 1 in 2015.
Residents of the lake have reported that the water clarity is better than they have seen in years.
The increase in TSI scores for chlorophyll a indicate an increase in algal biomass; however,
Secchi disk depth is not only influenced by algal biomass, but can be effected by the presence of
sediment, silt, and other materials in the water column (NSSA, 2014; EPA 2002).
This analysis of trophic state has not identified any significant changes in the biological
productivity of the lake from 2015 to 2016. The trophic state of oligotrophic approaching
mesotrophic remains the same as 2015, even with slight changes in TSI scores. Two years of
monitoring data have produced a valuable baseline of trophic conditions in FPL from which to
assess changes in future monitoring years.
11
2.3 Thermal Stratification
Thermal stratification of a lake involves the separation of the water column into layers of
different densities based on changing water temperatures (see Fig. 5). This process begins with
spring turnover, when the water temperature of a lake is consistent from top to bottom. Wind
circulation draws dissolved oxygen from the surface to the bottom waters and pulls nutrients
from the bottom to the surface. In late spring/early summer, the surface waters begin to warm
and three layers begin to form throughout the water column. The epilimnion represents the
warmer surface layer, where light can penetrate and wind action circulates the water, adding
dissolved oxygen. The metalimnion, or thermocline, represents the middle layer where
temperature changes rapidly with depth. The bottom layer, or hypolimnion, holds the coldest,
densest water.
Figure 5 – Thermal stratification of a water column displaying three layers of varying densities
(Chowdhury et al., 2014).
By late summer, when stratification is at its strongest, there is little to no mixing between the
layers, which means that the hypolimnion is no longer receiving dissolved oxygen from the
surface. This finite supply of dissolved oxygen in the bottom layer can be depleted over the
course of the summer because of organic material sinking to the lake bottom and being
decomposed by bacteria. The available dissolved oxygen is consumed through microbial
decomposition, leading to extremely low dissolved oxygen levels in the hypolimnion and a
decreased ability to support aquatic life (Brylinsky, 2004).
12
Low dissolved oxygen conditions have significant physiological and behavioural effects on
aquatic organisms. The CCME Guideline for the Protection of Aquatic Life for dissolved oxygen
is ≥ 6.5 mg/L for cold-water species and ≥ 5.5 mg/L for warm-water species (CCME, 1999).
Dissolved oxygen levels which fall below this guideline cause stress in aquatic organisms and
may result in relocation, dormancy, or death.
Thermal stratification is broken in autumn as surface waters cool and the water temperature
becomes uniform from top to bottom once again. Once the density layers have broken down,
mixing of the water column replenishes dissolved oxygen in the bottom waters (see Fig. 6).
Figure 6 – Thermal stratification in oligotrophic and eutrophic lakes represented by dissolved
oxygen/water temperature depth profiles (Wetzel, 2001).
There are four types of dissolved oxygen profiles that can develop during thermal stratification,
depending on the level of biological productivity (trophic state) of a lake (see Fig. 7). An
orthograde profile is seen in oligotrophic lakes (low nutrient input, low productivity) when the
dissolved oxygen concentration decreases in the epilimnion and increases in the hypolimnion.
Clinograde profiles are observed in eutrophic and mesotrophic lakes (high nutrient input, high
productivity) when the dissolved oxygen concentration decreases in the hypolimnion and
13
increases in the epilimnion. Heterograde profiles develop when there are high or low
concentrations of dissolved oxygen at unlikely depths throughout the water column. Negative
heterograde profiles display low dissolved oxygen concentrations in the metalimnion
(thermocline), usually caused by an accumulation of decomposing organisms caught at the
density boundary. Positive heterograde profiles display high dissolved oxygen concentrations in
the metalimnion, usually caused by a high concentration of photosynthesizers in that part of
the water column (Mackie, 2004).
Figure 7 – Common dissolved oxygen profiles found in thermally stratified lakes (Mackie, 2004).
Depth profiles were conducted at both Lake Site 1 and Lake Site 2 from June to October, 2016
(see Fig. 8 and Fig. 9). At Lake Site 1, thermal stratification was established by June 15 with a
thermocline depth of 8 m and dissolved oxygen concentrations above the CCME guideline
throughout the water column. In July, the thermocline shifted upwards to approximately 4-6 m
depth, which increased the proportion of the hypolimnion layer in the water column. Depth
profiles on August 11 and August 23 displayed negative heterograde profiles, which means that
decomposing organisms were caught in the density boundary of the thermocline (metalimnion)
and consuming oxygen. By August 23, dissolved oxygen concentrations had fallen below the
14
CCME guideline. Depth profiles in September displayed clinograde profiles and dissolved
oxygen concentrations had dropped as low as 2.74 mg/L. By October 27, thermal stratification
had broken down at Lake Site 1 and water temperatures and dissolved oxygen concentrations
were uniform throughout the water column.
At Lake Site 2, thermal stratification was established by June 15 with a thermocline depth of 8
m and dissolved oxygen conditions just above the CCME guideline. In July, the thermocline
shifted upwards to a depth of 4-6 m, which increased the proportion of the hypolimnion layer.
Depth profiles in July and August displayed clinograde profile curves, which indicates high
productivity and microbial decomposition in the hypolimnion. On September 9, dissolved
oxygen still displayed a clinograde profile, with concentrations dropping as low as 2.89 mg/L.
Thermal stratification was broken by September 30, with uniform water temperatures
throughout the water column and dissolved oxygen concentrations above the CCME guideline.
Thermal stratification was established at both Lake Site 1 and Lake Site 2 by June 15; however,
this stratification began to break down earlier at Lake Site 2. Both sites displayed clinograde
profiles and dissolved oxygen concentrations below 3 mg/L by late summer. Once established,
thermal stratification in FPL does not appear to break down at any point through the summer,
meaning that dissolved oxygen does not get replenished until fall turnover. Microbial
decomposition consumes most of this finite supply of oxygen, causing severe depletion in the
bottom waters of the lake.
If biological productivity increases in Fox Point Lake, oxygen conditions in the hypolimnion may
become hypoxic (< 2 mg/L) or anoxic (< 1 mg/L) (USGS, 2014), which causes a shift in microbial
decomposition from aerobic bacteria to anaerobic bacteria, which decompose organic material
20 times slower and release methane and hydrogen sulfide gases that are toxic to aquatic
organisms. Anoxic conditions can also lead to the release of phosphorus and metals from
bottom sediments through oxidation reduction reactions (Hayes et al., 1985). Bottom
sediments of Fox Point Lake may be holding a significant amount of phosphorus, given the
number of severe run-off siltation events that have occurred in recent years. If the bottom of
the lake becomes anoxic, internal phosphorus loading could lead to algal blooms and increased
aquatic plant growth in the lake (Brylinsky, 2004).
15
Figure 8 – Dissolved oxygen/water temperature depth profiles at Lake Site 1 in 2016.
16
Figure 9 – Dissolved oxygen/water temperature depth profiles at Lake Site 2 in 2016.
17
2.4 Water Temperature
Water temperature is one of the most important indicators of water quality which plays a
significant role in the health and productivity of aquatic ecosystems. Water temperature effects
many physical, chemical, and biological factors in an aquatic system. Dissolved oxygen is
strongly influenced by temperature, as cold water can hold more oxygen than warm water.
Aquatic organisms have varying levels of sensitivity to temperature as well as optimal
temperature ranges, and extreme temperature fluctuations outside of those optimal ranges,
both acute and chronic, can cause physiological stress, relocation, or death (NSSA, 2014).
Salmonids, such as Atlantic salmon (Salmo salar) and brook trout (Salvelinus fontinalis), require
cold water for survival. Brook trout, known to populate Fox Point Lake, are one of the most
temperature-sensitive salmonid species, and will begin to experience physiological stress if
water temperatures exceed 20°C. In response to high temperatures, fish will seek out areas of
thermal refugia, such as spring/groundwater-fed streams and streams with deep cold-water
pools (MacMillan et al., 2005).
Water temperature was monitored at all 5 sample sites on a bi-weekly basis from June to
October, 2016. Surface water temperatures were nearly identical at Lake Site 1 and Lake Site 2
(see Fig. 10), with both sites, as well as the Outlet site, exceeding 20°C from July to early
September. The South Inlet site displayed the lowest water temperatures, as much of this
stream flows through dense forest habitat which provides shade for the stream and maintains
cooler water temperatures.
Maximum recorded water temperatures increased from 2015 at the North Inlet, South Inlet,
and Outlet sites, while there was a decrease in the maximum temperature recorded at Lake Site
1 (see Table 5). Similar to what was observed in 2015, the inlet and outlet streams may be
providing important thermal refugia habitat for cold-water fish populations, such as brook
trout, as surface water temperatures exceed 20°C and dissolved oxygen levels decrease in the
bottom layers of the lake.
18
Table 5 – Mean and maximum summer water temperatures from July to September, 2016 and
2015 maximum summer water temperatures.
North Inlet South Inlet Lake Site 1 Outlet Lake Site 2
Mean Summer Water Temperature (°C) 18.4 16.3 21.3 20.5 21.5
Maximum Summer Water Temperature (°C) 20.7 18.7 23 23.2 23.3
2015 Maximum Summer Water
Temperature (°C)
18.7 17.7 23.9 22.9 N/A
Figure 10 – Water temperatures at five FPL sample sites from June to October, 2016.
2.5 Dissolved Oxygen
Dissolved oxygen (DO) is one of the most important indicators of water quality and aquatic
ecosystem health. Sources of DO in water include wind and wave action, photosynthesis by
aquatic vegetation, rainfall, and cascading water. The amount of DO available to aquatic life in a
lake is influenced by several factors including thermal stratification, algal and aquatic plant
density, water temperature, and the oxygen content of inlet streams (EPA, 2002). The CCME
19
Water Quality Guideline for the Protection of Aquatic Life for dissolved oxygen is ≥ 6.5 mg/L for
cold-water species and ≥ 5.5 mg/L for warm-water species (CCME, 1999).
Dissolved oxygen shows an inverse relationship with water temperature, with DO
concentrations decreasing at all sites during the warmest part of the monitoring period,
because oxygen becomes less soluble in water as temperature increases (CCME, 1999). Both
Lake Site 1 and Lake Site 2 display surface DO concentrations above the CCME guideline for the
entire monitoring period, due to wind and wave action and photosynthesis in the photic zone.
The North Inlet and South Inlet sample sites display DO conditions below the CCME guideline
from July to September. Both streams have very slow moving water, which limits the rate of
oxygen transfer from the atmosphere into surface waters. DO concentrations at the Outlet
sample site fell below the CCME guideline on three occasions; however, the cascading riffle
habitat upstream of this site normally maintains suitable DO conditions (see Fig. 11).
Table 6 – Mean and minimum summer dissolved oxygen results from July to September, 2016
with 2015 results for comparison.
North Inlet South Inlet Lake Site 1 Outlet Lake Site 2
Mean Summer Dissolved Oxygen (mg/L)
(2015 results)
3.36
(2.25)
5.63
(6.31)
8.02
(7.88)
6.97
(7.05)
8.09
(N/A)
Minimum Summer Dissolved Oxygen (mg/L)
(2015 results)
2.31
(1.38)
3.92
(5.86)
7.43
(7.33)
5.61
(5.75)
6.98
(N/A)
20
Figure 11 – Dissolved oxygen at five FPL sample sites from June to October, 2016.
2.6 pH
pH is the measurement of the hydrogen-ion concentration in water, and is expressed on a
logarithmic scale from 0 to 14. A pH of 0 is the most acidic, a pH of 7 is neutral, and a pH of 14 is
the most basic. The CCME Guideline for the Protection of Aquatic Life is within the pH range of
6.5 – 9.0, while the drinking water guideline is 6.5 - 8.5, and the recreational water quality
guideline is 5.0 - 9.0 (CCME, 2002). Natural variation in pH occurs as a result of the composition
of soils and bedrock, drainage from coniferous forests, and the amount of aquatic vegetation
and organic material present. Anthropogenic influences on pH include wastewater discharge,
increased atmospheric carbon dioxide, and acid precipitation (B.C. MoE, 1998).
Fish and other aquatic organisms experience negative physiological impacts in acidic water with
pH < 5.0. Salmon can withstand a pH as low as 5.0, while trout are slightly hardier and can
withstand a pH as low as 4.7. The impact of low pH depends on the proportions of organic and
inorganic acids in the water. Organic acids, which leach out of soils and wetlands and give water
21
a tea color, are less harmful to aquatic life than inorganic acids (sulphuric and nitric acids) from
acid precipitation (NSSA, 2014).
Acidification of water bodies is a significant issue in Nova Scotia, with the province having lost
the greatest percentage of fish habitat, due to acid precipitation, in all of North America. Nova
Scotia lies directly downwind of the high emission polluting areas of central Canada and the
Midwestern United States. Southwestern Nova Scotia suffers significantly from acid
precipitation due to the poor buffering capacity of the soils in this region, which are unable to
neutralize the effects of the acids (NSSA, 2015).
All the pH readings fell below the CCME Guideline for the Protection of Aquatic Life at the
North Inlet, South Inlet, Outlet, and Lake Site 2, while Lake Site 1 had only two recorded pH
values above the guideline (see Fig. 12). The North Inlet site is the most acidic, and both this
site and the South Inlet site displayed pH < 5.0 on October 27, 2016. The average and minimum
pH values recorded in 2016 have all increased from 2015 (see Table 7).
Table 7 – Mean and minimum pH results from June to October, 2016 with 2015 results for
comparison.
North Inlet South Inlet Lake Site 1 Outlet Lake Site 2
Mean pH
(2015 results)
5.17
(4.56)
5.64
(5.08)
6.39
(6.11)
5.74
(5.45)
6.06
(N/A)
Minimum pH
(2015 results)
4.36
(3.88)
4.85
(4.10)
6.08
(5.66)
5.59
(5.04)
5.86
(N/A)
22
Figure 12 – pH at five FPL sample sites from June to October, 2016.
2.7 Total Dissolved Solids
Total dissolved solids (TDS) is a measure of the amount of dissolved materials in the water
column, such as calcium, magnesium, chloride, sodium, sulphate, nitrate, and bicarbonate.
Dissolved solids can come from natural sources in the environment as well as from sewage
effluent, urban and agricultural run-off, industrial wastewater, and road salts. High TDS will
influence the taste, color, and clarity of water, thus restricting its use as drinking water or for
irrigation (B.C. MoE, 1998; NSSA, 2014). There are no guidelines for the protection of aquatic
life in terms of dissolved solids; however, Health Canada has established a drinking water
guideline of ≤ 500 mg/L (Health Canada, 1991). The average TDS for pristine lakes in Nova
Scotia is 20 mg/L (Hinch & Underwood, 1985).
Fox Point Lake displayed an average TDS of 29.7 mg/L (at both Lake Site 1 and Lake Site 2) in
2016, compared to an average of 27.5 mg/L in 2015, which falls above the average for pristine
N.S. lakes but well below the Health Canada drinking water guideline. Lake Site 1, Lake Site 2,
23
and the Outlet site all displayed very similar TDS levels (see Fig. 13) ranging between 28.6-31.2
mg/L. The North Inlet site displayed the highest TDS concentrations in both 2015 and 2016.
Figure 13 – Total dissolved solids at five FPL sample sites from June to October, 2016.
2.8 Total Suspended Solids
Total suspended solids (TSS) is a measure of the solids suspended in a water column which do
not pass through a 45 µm glass fibre filter, such as silt, clay, plankton, microscopic organisms,
and fine organic and inorganic particles. TSS is one of the most visible indicators of water
quality, as it provides a measure of sedimentation and water clarity. Sources of suspended
solids include natural geological erosion, agriculture, forestry, construction, and wastewater
discharge. High TSS can cause an increase in surface water temperatures as particles in the
water column absorb solar radiation, and a decrease in dissolved oxygen as suspended particles
decrease light penetration and rates of photosynthesis. The average background concentration
24
in Nova Scotia lakes is 3.0 mg/L (Hinch & Underwood, 1985). The CCME Guideline for the
Protection of Aquatic Life is also dependent on background (baseline) levels of suspended
solids. When background levels are ≤ 100 mg/L, the maximum allowable increase is 10 mg/L
above the background level. When background levels are > 100 mg/L, the maximum allowable
increase is 10% of background levels (CCME, 2002).
Table 8 – Total suspended solids (mg/L) results at four FPL sample sites from June to October,
2016.
North Inlet South Inlet Lake Site 1 Outlet
15-June-2016 ND (RDL = 1.0) 1.8 1.4 1.4
21-July-2016 1.2 5.5 ND (RDL = 1.0) 1.4
23-August-2016 ND (RDL = 1.0) 1 1.2 1.2
30-September-2016 2.0 1.8 ND (RDL = 1.0) 2.4
27-October-2016 2.0 1.2 1.2 ND (RDL = 1.0)
ND = Not Detected
RDL = Reportable Detection Limit
TSS results from Lake Site 1 fall below the average background concentration of TSS in Nova
Scotia’s lakes (3.0 mg/L), as they did in 2015, indicating that suspended solids are not a
significant problem in Fox Point Lake and are likely not contributing to increased surface water
temperatures or decreased dissolved oxygen conditions (see Table 8). Residents of FPL have
stated that the water was clearer during the summer of 2016 than it has been for several years.
The highest concentration of TSS was 5.5 mg/L, which occurred at the South Inlet site on July
21, 2016.
2.9 Total Phosphorus
Total phosphorus is a measure of both inorganic and organic forms of phosphorus. Phosphorus
is an essential nutrient for plant growth, and has few natural sources in the environment. It is
usually the limiting factor for the growth of algae and aquatic plants in freshwater systems,
meaning that elevated levels in a waterbody are likely a result of anthropogenic activities.
Natural sources of phosphorus in the environment come from weathering and erosion of rocks,
and the decomposition of organic matter. Anthropogenic sources of phosphorus include
25
industrial effluent, fertilizers, sewage effluent, and run-off from urban, agricultural, or forestry
land-use (B.C. MoE, 1998).
Lakes which are not significantly impacted by anthropogenic activities usually display total
phosphorus levels < 0.01 mg/L (B.C. MoE, 1998). CCME has not established a guideline for total
phosphorus because it is not a ‘toxic substance’, rather it has secondary effects such as
eutrophication and oxygen depletion (CCME, 2004). Provincial guidelines have been established
in some parts of Canada, but not in Nova Scotia. Guidelines established by Ontario’s Ministry of
Environment and Climate Change (MOECC) are widely cited and include separate guidelines for
lake and stream habitats. The total phosphorus guideline in lakes is ≤ 0.02 mg/L, and for rivers
and streams the guideline is ≤ 0.03 mg/L (MOECC, 1979).
Table 9 – Mean and maximum total phosphorus results from June to October, 2016 with 2015
results for comparison.
North Inlet South Inlet Lake Site 1 Outlet
Mean Total Phosphorus (mg/L)
(2015 results)
0.018
(0.020)
0.149
(0.164)
0.007
(0.010)
0.012
(0.008)
Maximum Total Phosphorus (mg/L)
(2015 results)
0.031
(0.030)
0.320
(0.240)
0.008
(0.014)
0.027
(0.008)
26
Figure 14 – Total phosphorus at four FPL sample sites from June to October, 2016.
Total phosphorus concentrations at Lake Site 1 remained below the MOECC guideline for lakes
(≤ 0.02 mg/L) for the entire monitoring period. The Outlet sample site did not exceed the
MOECC guideline for stream habitats (≤0.03 mg/L) and the North Inlet site narrowly exceeded
this guideline by 0.001 mg/L on one occasion. The South Inlet site exceeded the stream
guideline throughout the entire monitoring period, reaching a maximum total phosphorus
concentration of 0.32 mg/L on July 21, 2016 (see Fig. 14).
Total phosphorus results in 2016 are similar to those in 2015, with the South Inlet sample site
exceeding guidelines for the entire monitoring period. The average total phosphorus
concentration at the South Inlet sample site has decreased from 0.164 mg/L in 2015 to 0.149
mg/L in 2016 (see Table 9).
2.10 Total Nitrogen
Total nitrogen is a measure of all forms of organic and inorganic nitrogen. Nitrogen is an
essential nutrient in plant growth, and is usually the limiting factor for the growth of algae and
27
aquatic plants in marine systems. Anthropogenic sources of nitrogen include sewage effluent,
urban and agricultural run-off, and industrial effluent (B.C. MoE, 1998). Similar to total
phosphorus, the CCME has not established a guideline for total nitrogen because it is not
considered a ‘toxic substance’ and its negative effects on the environment occur through
secondary effects (eutrophication and oxygen depletion) (CCME, 2004). Guidelines have been
established through extensive research on the fate of nutrients in freshwater systems. Dodds &
Welch (2000) have established a total nitrogen guideline of ≤ 0.9 mg/L for freshwater
environments in which excessive nutrient loading and eutrophication are likely to occur.
Table 10 - Mean and maximum total nitrogen results from June to October, 2016 with 2015
results for comparison.
North Inlet South Inlet Lake Site 1 Outlet
Mean Total Nitrogen (mg/L)
(2015 results)
0.481
(0.530)
0.612
(1.22)
0.214
(0.234)
0.236
(0.365)
Maximum Total Nitrogen (mg/L)
(2015 results)
0.584
(0.624)
0.763
(2.01)
0.266
(0.266)
0.298
(0.696)
28
Figure 15 – Total nitrogen at four FPL sample sites from June to October, 2016.
In 2015, the South Inlet was the only sample site to exceed the guideline for total nitrogen (see
Fig. 15). In 2016, there were no exceedances of the guideline and the average total nitrogen
concentrations decreased at all four sample sites. The South Inlet site displayed an average
concentration of 0.612 mg/L and a maximum concentration of 0.763 mg/L in 2016, compared
to an average of 1.221 mg/L and maximum of 2.01 mg/L in 2015 (see Table 10).
2.11 Fecal Coliform
Fecal coliform bacteria are found in the waste of warm-blooded animals and are used as an
indicator of fecal contamination in the environment. There are hundreds of types of disease-
causing bacteria, viruses, parasites and other harmful microorganisms, making it impractical to
test for all of them. Non-pathogenic fecal bacteria species, which are easier and more
affordable to test for, are used as ‘indicators’ of the possible presence of more harmful disease-
causing organisms. E. coli (Escherichia coli) is the most appropriate indicator of fecal
contamination in freshwater environments. Most fecal coliform bacteria are comprised of E.
29
coli and will be used as a proxy measurement for E. coli, to be compared to the Health Canada
guidelines for E. coli.
Health Canada has developed several comprehensive guidelines for the protection of human
health. Separate guidelines have been developed to protect human health during various forms
of water recreation:
Primary contact: Activities in which the whole body or the face and trunk are frequently immersed or the
face is frequently wetted by spray, and where it is likely that some water will be swallowed (e.g.,
swimming, surfing, waterskiing, whitewater canoeing/rafting/kayaking, windsurfing, subsurface diving).
Secondary contact: Activities in which only the limbs are regularly wetted and in which greater contact
(including swallowing water) is unusual (e.g., rowing, sailing, canoe touring, fishing).
(Health Canada, 2012)
Sources of fecal contamination include stormwater run-off, malfunctioning septic systems,
livestock, wildlife, domestic animals, and agricultural run-off. The abundance and persistence of
fecal bacteria in freshwater systems can be influenced by several factors, which means that
bacteria sampling results can be highly variable. Exposure to water which is contaminated with
fecal bacteria poses a significant risk to public health and can cause illnesses such as
gastroenteritis, hepatitis, and respiratory infections (B.C. MoE, 1998; Health Canada, 2012).
The Health Canada guideline for primary contact is ≤ 400 cfu/100 mL, and the secondary
contact guideline is ≤ 1000 cfu/100 mL. The results for all four FPL sample sites fell well below
both the primary and secondary contact guidelines (see Table 11).
Table 11 – Fecal coliform (cfu/100 mL) results at four FPL sample sites from June to October,
2016.
North Inlet South Inlet Lake Site 1 Outlet
15-June-2016 20 10 ND (RDL = 10) 10
21-July-2016 60 70 ND (RDL = 10) 10
23-August-2016 20 30 10 10
30-September-2016 20 50 ND (RDL = 10) 10
27-October-2016 ND (RDL = 10) ND (RDL = 10) ND (RDL = 10) ND (RDL = 10)
ND = Not Detected
RDL = Reportable Detection Limit
30
2.12 Rainfall and Water Level
Rainfall amount and the water level of Fox Point Lake were monitored daily from June 22 to
October 21, 2016 using a rainfall gauge and a staff gauge. This provides valuable baseline data
to gain insight into the natural variability of this lake and its catchment, as well as identify any
significant changes which may be attributable to anthropogenic activities such as land level
alterations, watercourse and wetland alterations, irrigation water usage, or vegetation removal
(Fisheries and Oceans Canada, 2006).
The total rainfall amount from June 22 to October 21, 2016 equalled 163 mm, compared to a
total rainfall amount of 318 mm over the same time period in 2015. The water level of the lake
fluctuated between 0.63 m – 0.78 m in 2016, similar to 2015 levels which fluctuated between
0.61 m – 0.80 m (see Fig. 16).
Figure 16 – Rainfall and water level results at FPL from June 22, 2016 to October 21, 2016.
2.13 Stream Discharge
Water velocity was monitored at the North Inlet, South Inlet, and Outlet sample sites on a bi-
weekly basis, along with water depths and stream widths, to determine stream discharge rates.
The discharge rate of a stream is a product of its velocity times the depth and width (cross-
31
sectional area) of the water flowing in that stream. Anthropogenic activities which effect the
hydrologic conditions in a catchment area may result in changes in stream discharge rates
(Meals & Dressing, 2008).
The average discharge rates in 2016 are lower than the average rates in 2015 for all three
stream sites. This may be a reflection of the different rainfall amounts recorded during the 2015
and 2016 monitoring periods (2015 = 318 mm; 2016 = 163 mm). The South Inlet stream displays
the lowest discharge rate and the least variability (see Fig. 17).
Table 12 – Mean and range of stream discharge rates in FPL outlet and inlet streams from June
to October, 2016.
North Inlet South Inlet Outlet
Mean Stream Discharge (m³/s)
(2015 results)
0.213
(0.428)
0.027
(0.036)
0.178
(0.235)
Range of Stream Discharge (m³/s)
(2015 results)
0.161 – 0.271
(0.202 – 0.701)
0.012 – 0.035
(0.021 – 0.058)
0.032 – 0.540
(0.052 – 0.749)
Figure 17 – Stream discharge rates in the outlet and inlet streams at FPL from June to October,
2016.
32
3.0 Discussion
Fox Point Lake did not experience any siltation run-off events during the 2016 monitoring
season, and residents of the lake have stated that the water clarity was better than they have
seen in several years. Total suspended solids results have increased slightly from 2015 results in
the lake; however, they continue to fall below the average TSS concentration in Nova Scotia
lakes, and Secchi disk depths (another measure of water clarity) have improved since 2015.
An algal bloom occurred in the lake on June 22, 2016. Water sample analysis confirmed the
presence of the cyanobacterial toxin microcystin-LR. The concentration of this toxin did not
exceed drinking water guidelines. Cyanobacterial blooms tend to recur in the same waterbody
year after year, and it is likely that an algal bloom occurred during the summer of 2015, as
reported by FPL residents (samples were not taken to confirm the presence of toxins) (WHO,
2003).
Surface water temperatures in the lake and the outlet stream exceeded 20°C from July to early
September, which causes stress for fish and other aquatic organisms. Water temperatures in
the North and South Inlet streams remained cooler throughout the summer, indicating that
these streams may be providing important thermal refugia for fish populations in the lake.
While surface water temperatures were high at the Outlet sample site, this stream does have
deep, cold-water pools as well as better dissolved oxygen conditions compared to the North
and South Inlet sample sites; therefore, the Outlet stream is likely providing important summer
habitat for fish as well. It is important to maintain the health of these inlet and outlet streams
so they can continue to support aquatic life and to prevent excessive nutrient loading and
sedimentation from entering the lake from these streams.
Similar to 2015 results, exceedances of nutrient (phosphorus and nitrogen) guidelines were
only observed at the South Inlet sample site. This site exceeded the guideline for total
phosphorus throughout the entire monitoring period, although the average concentration did
decrease slightly from 2015. Total nitrogen concentrations have also decreased in the South
Inlet, with two guideline exceedances occurring at this site in 2015 and no exceedances in 2016.
With few natural sources in the environment, it is likely that the excessive phosphorus loading
in this stream is due to anthropogenic activities (B.C. MoE, 1998). The poor water quality in this
stream warrants further investigation.
An analysis of trophic state has confirmed the results from 2015, indicating that Fox Point Lake
is oligotrophic and approaching mesotrophic, which means it has low to moderate biological
33
productivity. Increased biological productivity could shift the trophic state to mesotrophic;
highlighting the importance of managing anthropogenic activities within the drainage basin to
prevent cultural eutrophication.
Thermal stratification was monitored at two locations in the lake in 2016. The lake was
thermally stratified from June to October and both monitoring sites displayed severe dissolved
oxygen depletion in the bottom layer of the lake (hypolimnion), with oxygen concentrations
dropping to < 3 mg/L. If biological productivity increases in Fox Point Lake, oxygen conditions in
the hypolimnion may become hypoxic (< 2 mg/L) or anoxic (< 1 mg/L) (USGS, 2014), which
causes a shift in microbial decomposition from aerobic bacteria to anaerobic bacteria, which
decompose organic material 20 times slower and release gases that are toxic to aquatic
organisms. Anoxic conditions can also lead to the release of phosphorus and metals from
bottom sediments through oxidation reduction reactions (Hayes et al., 1985). Bottom
sediments of Fox Point Lake may be holding a significant amount of phosphorus, given the
number of run-off siltation events in recent years. If the bottom of the lake becomes anoxic,
internal phosphorus loading could lead to algal blooms and increased aquatic plant growth in
the lake (Brylinsky, 2004).
4.0 Recommendations
The monitoring program at Fox Point Lake should continue. If biological productivity increases
in the lake, due to excessive external or internal nutrient loading, the lake is at risk of increased
algal blooms, anoxic conditions, and a decrease in its ability to support aquatic life. The South
Inlet stream has exhibited poor water quality, it is a source of excessive nutrient loading for the
lake, and it is likely suffering from anthropogenic impacts.
Increase monitoring efforts in the South Inlet stream. A detailed stream assessment
should be conducted along the entire length of this stream to identify sources of habitat
degradation, pollution, and nutrient inputs. Pending the results of a stream health
assessment, a second sampling site may be recommended further upstream towards
the headwaters of this stream.
Residents of FPL should continue to visually monitor the lake for algal blooms.
Information on algal blooms, including how to identify a bloom and what precautions to
take during a bloom, should be distributed to all residents of the lake.
34
Members of the volunteer group should continue to be equipped with sampling
materials to collect water samples in the event of an algal bloom. Follow-up sampling
should occur after a bloom has dissipated to confirm that cyanobacterial toxins are gone
before normal activity resumes in the lake.
All current sampling sites should remain as part of the monitoring program. Monitoring
and sampling frequencies should not be changed, with grab samples being collected for
laboratory analysis at a minimum of 5-6 times throughout the monitoring period.
35
References
Beanlands, D.I. 1980. Surveys of Ten Lakes in Guysborough, Halifax, Hants, and Lunenburg
Counties, Nova Scotia, 1978. Freshwater and Anadromous Division Resource Branch.
Canadian Data Report of Fisheries and Aquatic Sciences No. 192.
British Columbia Ministry of Environment (B.C. MoE). 1998. Guidelines for Interpreting Water
Quality Data. Version 1.0. Resources Inventory Committee.
Brown, T. & Simpson, J. 1998. Managing Phosphorus Impacts to Urban Lakes: Determining the
Trophic State of Your Lake. Urban Lake Management. 771-778 pp.
Brylinksy, M. 2004. User’s Manual for Prediction of Phosphorus Concentration in Nova Scotia
Lakes: A Tool for Decision Making Version 1.0. Acadia Centre for Estuarine Research,
Acadia University. 82 p.
Canadian Council of Ministers of the Environment (CCME). 1999. Canadian water quality
guidelines for the protection of aquatic life: Dissolved oxygen (Freshwater). In: Canadian
environmental quality guidelines, 1999, Canadian Council of Ministers of the
Environment, Winnipeg.
Canadian Council of Ministers of the Environment (CCME). 2002. Canadian water quality
guidelines for the protection of aquatic life: Total particulate matter. In: Canadian
environmental quality guidelines, 1999, Canadian Council of Ministers of the
Environment, Winnipeg.
Carlson, R.E. 1977. A Trophic State Index for Lakes. Limnol Oceanography 22: 361-369.
Chowdhury, M.S.A., Hasan, K. & Alam, K. 2014. The Use of an Aeration System to Prevent
Thermal Stratification of Water Bodies: Pond, Lake and Water Supply Reservior. Applied
Ecology and Environmental Sciences. 2(1), 1-7.
Dodds, W.K. & Welch, E.B. 2000. Establishing nutrient criteria in streams. J. N. Am. Benthol. Soc.
19(1): 186-196.
Environmental Protection Agency (EPA). 2002. Volunteer Lake Monitoring: A Methods
Manual. United States Environmental Protection Agency. 65 p.
Federal-Provincial-Territorial Committee on Drinking Water. 2002. Cyanobacterial Toxins –
Microcystin-LR. Guidelines for Canadian Drinking Water Quality: Supporting
Documentation.
Fisheries and Oceans Canada (DFO). 2006. Ecological Restoration of Degraded Aquatic
Habitats: A Watershed Approach. Fisheries and Oceans Canada, Science Branch, Gulf
Region. 180 p.
Hayes, F.R., Reid, B.L., & Cameron, M.L. 1985. Lake Water and sediment. Limnology and
Oceanography 3: 308-317.
36
Health Canada. 1991. Guidelines for Canadian Drinking Water Quality: Guideline Technical
Document – Total Dissolved Solids (TDS). Government of Canada.
Health Canada. 2010. Guidelines for Canadian Drinking Water Quality – Summary Table.
Health Canada. 2012. Guidelines for Canadian Recreational Water Quality, Third Edition.
Water, Air, and Climate Change Bureau, Healthy Environments and Consumer Safety
Branch, Health Canada, Ottawa, Ontario. (Catalogue No H129-15/2012E).
Hinch, P.R. & Underwood, J.K. 1985. A study of aquatic conditions in Lake Echo during 1984.
N.S. Dept. Env. Lib. L192.1 85/00 C2. 38 p.
Mackie, G. 2004. Applied Aquatic Ecosystem Concepts. 2d ed. Dubuque, Iowa. Kendall/Hunt
Publishing Company.
MacMillan, J.L., Caissie, D., LeBlanc, J.E. & Crandlemere, T.J. 2005. Characterization of
summer water temperatures for 312 selected sites in Nova Scotia. Can. Tech. Rep. Fish.
Aquat. Sci. 2582: 43p.
Meals, D.A. & Dressing, S.A. 2008. Surface water flow measurement for water quality
monitoring projects, Tech Notes 3, March 2008. Developed for U.S. Environmental
Protection Agency by TetraTech Inc., Fairfax, VA. 16 p.
Nova Scotia Salmon Association (NSSA) NSLC Adopt-a-Stream Program. 2014. Walking the
River: A Citizen’s Guide to Interpreting Water Quality Data. 43 p.
Nova Scotia Salmon Association (NSSA) NSLC Adopt-a-Stream Program. 2015. Acid Rain.
[http://www.nssalmon.ca/issues/acid-rain].
U.S. Geological Survey. 2014. Hypoxia in the Gulf of Mexico. [toxics.usgs.gov/hypoxia/]
Vollenweider, R.A. & Kerekes, J.J. (eds). 1982. Eutrophication of Waters: Monitoring,
Assessment and Control. Organization for Economic Co-operation and Development,
Paris. 156 p.
Wetzel, G. 2001. Limnology: Lake and River Ecosystems. 3d ed. San Diego, CA: Academic Press.
World Health Organization. 2003. Cyanobacterial toxins: Microcystin-LR in Drinking Water.
Guidelines for drinking-water quality, 2nd ed. World Health Organization, Geneva, 1998.
REQUEST FOR DECISION
Prepared By:Pam Myra, Municipal Clerk Date February 15, 2017
Reviewed By:Date
Authorized By:Tammy Wilson, CAO Date March 9, 2017
CURRENT SITUATION
Presently salaries are determined using the 2016/17 Salary Band Schedule approved by Council on Mach
10, 2016 (2016-103/107).
RECOMMENDATION
Information –refer to options.
BACKGROUND
Annually Council considers applying the previous year’s Consumer Price Index Rate (All Items for Nova
Scotia). This has traditionally been done prior to the beginning of the April 1 Fiscal Year to ensure a
smoot transition for payroll calculations (reducing the need for Payroll Staff to determine wages/salaries
for hours incurred from April 1 to the approval date).
DISCUSSION
Policy P-09 –Remuneration of Warden, Deputy Warden and Councillors states in Section D
“Annually the Municipal Council considers the cost of living increase which has taken place over
the previous year and will approve an increase in the level of compensation which is to be
payable to all employees of the Municipality under Section 5.3.1. The percentage increase
approved for staff will also apply to the remuneration paid to the Warden ,Deputy Warden and
Councillors.
Policy P-55-Personnel Policy states “
5.3.1 “Annually, the Municipal Council of the District of Chester will consider the increase which
has taken place in the costs of living over the previous year and will approve a percentage
increase in the level of compensation which is to be payable to all employees of the Municipality
who are paid a salary
The Salary Scales will be revised each year by the amount of the percentage increase approved by
Council. The percentage increase amount will be determined by Council and may be equal to,
REPORT TO:Committee of the Whole –March 2, 2107
SUBMITTED BY:CAO/Clerk
DATE:February 15, 2017
SUBJECT:Cost of Living Increase (Consumer Price
Index)
ORIGIN:Annual Consideration
2 Request For Decision/Direction
greater, or less than, the increase in the Consumer Price Index (all items for Nova Scotia) for the
previous year
If the Consumer Price Index (all items for Nova Scotia) is determined to be a negative amount, the
Salary Scales will remain the same as the previous year, as approved by Council.
Attached is a table showing the history of CPI and the amounts approved.
IMPLICATIONS
Policy
Policy P-09 Remuneration of Warden, Deputy Warden, and Councillors (Section D).
Policy P-55 Personnel Policy (Section 5.3.1)
Financial/Budgetary
Will result in an increase in employee annual salaries of 1.2% over the 2016/17 EmployeeSalaries equating to approximately $33,146.00 from March 31, 2017 to April 1, 2018 (thisdoes not include part-time wages).
Will result in an increase in Council Remuneration of 1.2% over the 2016/17 Remunerationequating to approximately $1,450.00 (this does not include remuneration of CommitteeMembers)
Environmental
Not applicable.
Strategic Plan
Not applicable.
Work Program Implications
Approval of the CPI prior to April 1 will reduce the need for additional resources (time) required to apply
CPI to regular and overtime salaries/wages incurred from April 1 to the approval date.
OPTIONS1.Approve the amendment to the Salary Bands re: Consumer Price Index –All Items for NovaScotia (2016) in the amount of 1.2% and give notice of intention to amend Policy P-09(Sections A, B, and C) to update the salaries of Councillors.2.Not approve the amendment to the Salary Bands re: Consumer Price Index –All Items forNova Scotia (2016) in the amount of 1.2%.
3 Request For Decision/Direction3.Approve the amendment to the Salary Bands in a percentage amount that differs from re:Consumer Price Index-All Items for Nova Scotia (2016).
ATTACHMENTS1.Copy of information from Government of Canada website.2.Copy of Policy P-09 Remuneration of Warden, Deputy Warden, and Councillors (Section D)3.Copy of Policy P-55 Personnel Policy (Section 5.3.1)4.Calculations –Impact of CPI for Council/Staff5.2016/17 Salary Band Schedule showing 1.2% increase figures6.History of Consumer Price Index 2012 to 2016
COMMUNICATIONS (INTERNAL/EXTERNAL)
Not applicable.
MUNICIPALITY OF THE DISTRICT OF CHESTER
Consumer Price Index HistoryYearAmountMotion20033.0%February 13, 20032003-064/078 -A... approve the 3% Consumer Price Index increase forsalary levels as per policy.@20043.4%March 29, 20042004-157/196 -A... the Salary Scales be increased by the 2003 ConsumerPrice Index for Nova Scotia -All Items amount of 3.4% as per the PersonnelPolicy.@20051.8%10, 20052005-109/116 -A...a cost of living increase in the amount of 1.8% to staffand Council effective April 1, 2005.@20062.8%March 9, 20062006-114/124 -A... the Consumer Price Index cost of living increase as perthe information obtained from Statistics Canada in the amount of 2.8%effective April 1, 2006.@20072.1%February 26, 20072007-090/095 -A... use the Consumer Price Index reference of 2.1% as abase for cost of living increases effective April 1, 2007.@20081.9%February 14, 20082008-070/082 -A... that the cost of living increase for 2008 be set at 1.9%,the Consumer Price Index for all items.@20093.0%February 12, 20092009-043/057 -A... the cost of living increase for 2009/10 be set at 3.0%,the Consumer Price Index for All Items as per information obtained fromStatistics Canada, effective April 1, 2009.@2010NilFebruary 25, 20102010-073/096 -“... use the Consumer Price Index (CPI) for Nova Scotia as aguideline for salary range adjustments for 2010/11 and since the CPI for2009 was -0.2% there will be no adjustments for 2010/11.”2011 2.2%February 24, 20112011-084/117 -“... the cost of living for 2010/11 be set at 2.2 %, theConsumer Price Index (CPI) for All Items (NS) as per information obtainedfrom Statistics Canada, effective April 1, 2011.”
2012 3.8%February 9, 20122012-046/063 “… the cost of living for 2012/13 be set at 3.8%, the ConsumerPrice Index for All Items as per information obtained from Statistics Canada,effective April 1, 2012.”2013 2.0%May 23, 20132013-242 –“…approve the 2013/14 Operating Budget in the amount of$22,436,136.00, which includes a Residential/ Resource Tax Rate of .66cents and a Commercial/Business Occupancy Tax Rate of $1.53; the 2013/14Capital Budget in the amount of $12,182,050.00; and the increase of DeedTransfer Tax to 1.5% as per changes discussed.”(documents attached at theend of minutes)2014 1.2%February 27, 20142014-057/89 –“… the use of the 2013 Consumer Price Index for all items inNS at 1.2% for budgeting purposes.”2015 1.7%February 26, 20152015-40/68 -MOVED by Deputy Warden Shatford, SECONDED by CouncillorArmstrong that the Committee of the Whole recommend to Council toincrease the Salary Bands and Council remuneration as per Policy P-55Personnel Policy (Section 5) and Policy P-09 Remuneration of Warden,Deputy Warden and Councillors by 1.7% (All Items for Nova Scotia 2014) forfiscal year 2015-16. CARRIED.2016 0.4%March 10, 20162016-103/107 -“… approve an adjustment to MODC employee’ssalaries/salary ranges in an amount equal to the previous year’s ConsumerPrice Index Rate of 0.4%, with the increase to be effective April 1, 2016.”2017 1.2%2018201920202021202220232024