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I MUNICIPALITY OF BRIGHTONI 35 ALICE STREETL COMMITTEE OF THE WHOLE MEETING
MEETING DATE: March 10, 2008 TIME: 6:3 0 P.M.
- AGENDA -
1. CALL TO ORDER — Chairperson — Emily Rowley
2. APPROVAL OF AGENDA -
3, DECLARATIONS OF PECUNIARY INTERESTS —
4. DELEGATIONS> Peak Engineering — Multi-use Facility
5. DEPARTMENT REPORTS -
(1) Parks & Recreation - Jim MiflarCMO Accreditation
(2) Public Safety — Fire Chief Harry Tackaberry> Incident Type Report — Feb/08 & Feb/07
Officers Meeting — March 4)08> Additions — 2007 Annual Report
(3) Planning & Development Services — Ken Hurford> Building Permit Report — Feb/08> By-law Enforcement Report — Feb/08> Proposed Bell Mobility Cellular Communication Tower> Antenna Siting Protocol
(4) Public Works & Environmental Services — Jim Phillips> 2007 Annual Compliance Report — Drinking Water Quality> 2007 Annual Report - Wastewater Pollution Control Plant
6. CORRESPO’TDENCE AND MEMBER REPORTS - NONE
7. QUESTION PERIOD
8. IN CAI’WR& SESSION (if required)
9. ADJOURNMENT
-
—
Municipality of Brighton
RFP 2008-01
Dressinq Room & Multi-Use Expansion
Attachment #2
Paae 1 of I
FORM OF PROPOSAL
SCHEDULE I - GENERAL PROJECT DESCRIPTION
a.t
CONTRACTOR’S NAME 4L-ç-bi
GENERAL PROJECT DESCRIPTION
The Quotation shall include the cost to provide all labour, material, supervision, tools and equipment to carry
out the renovation to the municipal arena at 75 Elizabeth Street as described in RFP 2008-01 -
Stipulated Price Break down:
Design Fees (te tqi/-a L
Site work
___________
Building Envelope
___________
Permit fees
___________
Emergency Power
____________
Plus 8% Provincial Sales Tax
____________
Plus 5% G.SJ.
TOTAL Stipulated$_z,1z,ac.-
SCHEDULE II - EXPERiENCE and SUB-CONTRACTORS
1. Experience Summary
Provide a list of projects of a similar size and type that have been completed by your company
during the past five years.
f.apaa- ç - a. pc. a
c.c_ ..oc..r—%a.at ‘I th. EC_Ti01_ iS .0
2. Sub-Contractors
Provide a list of sub-contractors that you propose to use on this contract.
To a
Bzi-4g 2@ø 11:68 £134752599
PUBLIC WORKS
tzg.
a;t54€.ooc
CaL
-
$ -
$ i..ac-L. — cn
$ LoZ€o
Note: This sheet is to filled and out and inserted into envelop #2
w
March 10th, 2008— Council of the Whole
Director’s Report — Parks and Recreation
Staffing:
As the ice season winds dowa part time winter staff will be laid off March 30th whichcoincides with the last day of ice rentals. The ice will be out of the arena by the 1 ofApril.
Summer student positions will be advertised the first week of April for various labourerpositions. I am still awaiting word as to whether or not minor hockey is interested intaking on the ball canteen for the summer.
Other:
see attached letter from AIvICTO regarding CMO accreditation.
Jim Millar
i!i AMCTOIII THE MUNICIPAL EXPERTS
February 26,2008
Jim Miller, CMODirector of Parks & RecreationMunicipality of Brighton35 Alice Street PC Box 189Brighton, Ontario KOK 1HO
Dear Mr Millar
This letter is to confirm that the Board of Directors of the Association of Municipal Managers,
clerks and Treasurers of Ontario (AMCTO) approved your application for accreditation as a
Certified Municipal Officer (CMO), at its’ meeting on February 22, 2008.
I am pleased to offer my congratulations to you on attaining this plateau and for the ongoing
commitment to municipal excellence, which the designation represents. You are now
authorized by the Association to use the “CMO” designation. This privilege is extended to
you by AMCTO with the proviso that you retain your membership in good standing. The
CMOaccreditation is for a five-year term:You will be required to re-certify prior to the
Annual Meeting June 2013. Enclosed with this letter is your 2008 income tax receipt for
your CMO application fee.
For immediate recognition of your successful application, your name will be listed under
‘Municipal Memos9n the Mayliune 2008 issue of the Municipal Monitor Your CMO lapel pin
will be presented by the AMCTO Président or designate at the Spring 2008 Zone 5 meeting
April and the formal presentation of your CMO plaque will take place at the AMCTO
Annual Meeting, Awards Luncheon in Niagtha Falls, Ontario on June 10,2008. A formal
invitation to the Awards Luncheon will be forwarded to you in March 2008. We ask that you
RSVP the invitation as per the directives to assist us in our conference logistics.
Congratulations again on your significant achievement. We are confident that your journey
in attaining the CMO designation will inspire your fellow municipal professionals to emulate
your commitment to your profession.
Sincerely
Andrew Koopmans, CMAExecutive Director
End.
AMflO (ASSOCIATION OF MUNICIPAL MANAGERS, CLERKS AND TREASURERS OF ONTARIO)
7Mfl SLvmark Avenue Suite Qi 0. Misciscauiga. Ontarin L4W 3L6
Brighton District Fire Department
Incident Type Report (Summary)
Alarm Date Between (02/01/2008) And {02/29/2008}
Ill Building fire
3 Rescue & Emergency Medical Service Incidents311 Medical assist, assist EMS crew322 Vehicle accident
S Service Call551 Assist police or other agency
6 Good Intent Call611 Dispatched & canceled en route
7 False Alarn & False Call700 False alarm or false call, Other
3 11.53% $95,000 100.00%
2
2
1
2
11.53% $95,000
46.15% $023.07% SO
69.23% $0
7.69% $0
7.69% $0
3.84% 50
3.84% $0
7.69 $0
100.00%
0.00%
0.00%
2 7.69% $0 0.00%
Total Incident Count: 26 Total Est Loss: $95,000
Page
)
Pct of Total Pct ofIncident Type Count Incidents Est Loss Losses1 Fire
3
12
6
18
0.00%
0.00%
0.00%
0.00%
1
0.00%
0.00%
03/04/2008 10:221
Brighton District Fire Department
130 Vehicle fire
Incident Type Report (Summary)
Alarm Date Between {02/O1/2007} And 102/28/2007}
1 3.33% $0 0.00%
3 Rescue & Emergency Nedical Service Incidents
5 Service Call
554 Assist other fire department
Total Incident Count: 30 Total Eat Loss: $0
4:7)
Pat of Total Pat of
Incident Tyce Count Incidents Eat Loss Losses
1 Fire1 3.33% $0 0.00%
311 Medical assist, assist EMS crew
322 Vehicle accident
4 Hazardous Conditions (Ho fire)
410 Gas Leak
424 Carbon monoxide
$0 0.00%
$0 0.00%13 43.33%
9 30.00%
22 73.33%
2 6.66%
1 3.33%
3 10.00%
2 6.66%
2 6.66%
2 6.66%
2 6.66%
$0
$0
$0
$0
so$0
$07 False Alarm & False Call
700 False alarm or false call, Other
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0. 00%
$0 0.00%
)3/04/2006 10:231
Brighton District Fire DepartmentOfficers Committee Meeting March 4th, 2008 at 6:30 p.m.
PRESENT: Han-v Tackabeny, Lloyd Hutchinson. Jim Dunk, Bill Dingman, Briane Ryckman,Gay Cedrone/secretaiy
Absent: Brian Brose. Wayne Newman, Kory Hietala, Jeff Ogden send regrets
MINUTES OF February 5th, 2008 were read, motion to accept the minutes as printed movedby Lloyd Hutchinson seconded by Briane Ryckman. Motion Carded.Errors or Omissions: Nil
BUSINESS ARISING FROM MINUTESProbationary Rate Probationary rate has been increased to $13.00/per hour.Defibriflrs have to wait till March 20 to finish recertification training, Harry’ to call LifelineERT tomorrow in regard to training.
OLD BUSINESSTruck Tender forms were reviewed by Brian, Harry & Jim. Tender closes March 17, 2008.Budget Items have been ordered and many received including: new photocopier, 5 Bunker suits,Truck boots (4 pair) Defibs, 16 flashlights.2 fingertip oxymeters, 16 SCBA masks, SBCA inservice in truck 290, Harry to go with Bill D. to get upright compressor for North Hall.
NEW BUSINESSPit Passes plastic clips break easily, would like to replace with metal clips, Jim to price athardware store.
COMMITTEE REPORTSTRAINING -Jim Dunk. 101 course April 12, 2008 in Nonvood. Flashover — April 19 & 20,2008, post info at both halls. S0103 Only I showed up of 4, 1 person called in to notif3’. Harry’and Lloyd went to Fire Code training, Jeff Ogden went to SCBA compressor & Air Controlcourse last week. Warkworth Arena will be having Livestock Rescue/one day course April 16,2008. Cobourg TAPP-C V2 day April 19, 2008, Baltimore WTfl Awareness !.4 day May 10,2008.SOC’s - Jeff Ogden. —Not AvailableFIRE PREVENTION/ EDUCATION - Lloyd Hutchinson. — Committee met to discuss Springdoor-to-door Smoke Alarm Program.. County meeting they mentioned that there have been toomany fatal fires and more awareness is needed.
OPEN AGENDANil
IN CAMERA SESSION*Motion by Lloyd Hutchinson to go in camera to discuss personnel concerns second by BrianeRyckman. Carried* Motion by Lloyd Hutchinson to come out of camera second by Bill Dingman. Cathed
NEXT MEETING Tuesday April 1,2008 at 6:30 p.m. South Hall
ADJOURNMENT Motion to adjourn by Bill Dingman. Carried.
Brighton District Fire Department
Additions to the 2007 Annual Report
Ministry of Transportation Calls (Highway 401)
Total MVA or Vehicle Fire Calls for 2007 = 34
Total Invoiced Calls Paid = 11 - Total revenue $11,375.00Total Wages for these calls = $5760.00 V
tNOTE: a total of 23 calls not chargeable according to MTOGuidelines
fi’e Total Wages paid for these 23 calls = $8977.50 V
In Addition 11 calls were dispatched and cancelled on route or noemergency was found
Total Wages for these calls = $4770.00 NGrand Total of Wages is $13,747.50 q
N
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BY-LAW ENFORCfljNT REPORT - FEBRUAJflJ 2008
By-law Enforcement
Re: Summary of Complaints & Investigations (Feb. V’, 2008, to Feb. 29” 2008 mcI.)
The following will provide you with a detailed breakdown of complaints and investigations. Most
complaints were resolved by oral communication, and no follow up letter was sent. Where it was
deemed necessary (possible continuance of the issue leading to the complaint) letters were sent.
Letters:
False Alarms 7
Correspondence 7
Property Standards 1
Zoning 3
Dog Control 1
Summary of Enforcement: Complaint Patrol and Follow-up
-
Received Observation
Dog related Issues 1 2 41
Property Standards Issues 1 1 57
Parking Cautions 0 2 N/A
Parking Issues 1 1 16
ParkingTags 0 1 0
Garbage/Dumping 0 0 7
Signs 0 1 19
Park Issues 2 0 Daily Patrol *
Miscellaneous 1 7
Zoning 1 1 18
FalseAlarms 1 0 1
Snow Removal Issues 5 1 14
Delinquent Water Bills 41 0 0
Research and Reports 2 1 3
,
Ron GrnmethBy-Law Enforcement Officer
REPORT
TO: Committee of the Whole
FROM: Ken Hufford, Director of Planning a& Development Sen’ices
RE: Proposed Bell Mobility Cellular Communication TowerPart of Lot 34, Concession 5, Municipality of Brighton370 Old Wooler Road
Date: March 5, 2008
Introduction
Bell Mobility has recently contacted Municipal Staff regarding their desire to construct a new cellularcommunications tower in Part of Lot 34, Concession 5. The Municipal street address is 370 Old WoolerRoad. A location map as well as a ‘small’ copy of the site plan is attached.
The tower proposed by Bell Mobility is a 106.0 metre (348 feet) guyed tower. In addition to the tower,an eighteen square metre (192 square foot) equipment shelter is also proposed.-
Industry Canada, the federal regulatory body has recently (January 1, 200$) put in place new guidelineand procedures that indicate that local land use planning authorities can establish a “telecommunicationsprotocol” to set out local requirements for such things as public notice and public meetings.
The last cellular tower erected in Brighton was by Eell Mobility along Stony Point Road South. BellMobility actually hosted a public open house at Timber House as pan of the process. I understand thatthis was done oluntariIy by Bell Mobility.
Under the new (January 1, 2008) procedures it seems that Bell Mobility does not need to hold an openhouse and in fact I get the impression that unless Brighton has a “protocol” in place requiring it, they willnot hold an open house or public meeting. Staff have prepared a preliminary or interim Protocol that theMunicipality may wish to pat in place to least provide
Curently Brighton has fees in place for tower construction as follows:
Communication Tower Site Plan Agreement $1,275.00 plus $1,000.00 deposit
Transmission Tower Construction Permit Fee $11.00 per vertical foot
Recommendation
It is recommended that Committee recommend to Council:
1. That the attached “Antenna Sitting Protocol” be adopted on an interim basis until a more detailedanalysis of the Industry Canada guidelines and regulations can be dompleted.
1
LOCATION MAP
PROPOSED BELL MOBILITY CELLULAR TOWER
PART OF LOT 34, CONCESSION 5370 OLD WOOLER ROAD
PROPERTY ROLL # 1408 206 050 32500
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Municipality of Brighton Antenna Siting Protocol March, 2008
Objective
The Council of the Municipality of Brighton believes that where antenna systems andtowers are proposed within the boundaries of the Municipality it is important thatadjacent and neighbouring property owners be made aware of the proposal and that anopportunity is available for the public to express their concerns, questions and interest.
The Council also believes that the proponent of the antenna system or tower should -demonstrate to the Council and the public the appropriateness of the proposed location;the need for additional antenna systems or towers; that a review of the possible impactsof the development on the natural environment has been undertaken; and that co-locationon existing towers has been considered and why this is-not feasible.
Jurisdiction
The Council of the Municipality of Brighton has adopted an Official Plan pursuant tosection 160) of the Planning Act, R.S.O., 1990, as amended. The Planning Act providesthat an official plan “shall contain goals, objectives and policies established primarily tomanage and direct physical change and the effects on the social, economic and naturalenvironment of the municipality”. Therefore the Municipality has a clear interest in anyproposals for the siting of antenna systems and towers.
Submissions by the Proponent
The proponent shall submit to the Municipality studies and reports to demonstrate:
• That it has considered the appropriateness of the proposed location;• The need for additional antenna systems and towers;
-
• That the proponent has consulted with the Consen’aflon Authority to detennine ifthere are natural heritage features or natural hazards that may be impacted by theproposed antenna system and tower;
a That co-location on existing towers owned by the proponent and other towerowners has been considered and why this is not feasible.
Public Consultation
The proponent shall deposit with the Municipality at least two mounted display boardsized site plans of the proposed antenna system and tower location including an elevationplan of the tower and associated buildings and structures. The site plans will be availableat the Municipal Office for public review.
The proponent shall provide written notice to all landowners located within a minimumdistance of three times the height of the proposal tower measured from the boundary of
7
the property on which the tower is proposed to be located. Such written notice shall
include notice of a public open house to be hosted by the proponent.
Where the height of the proposed tower exceeds 30 metres, the proponent shall place a
notice in a local cornimmity newspaper having general distribution in the area of the
proposed tower. Such notice shall include notice of a public open house to be hosted by
the proponent.
The proponent shall hold a public open house within the Municipality and if at all
possible, in the general area of the proposed tower.
Time Frames
The public open house shall be held no earlier than 30 days after the written notice and
newspaper notice have been given regarding the proposed tower.
The mounted site plans will be provided to the Municipality at least 30 days prior to the
public open house.
The proponent shall provide the Municipality with copies of any correspondence received
prior to and at the public open house and a summary of comments submitted at the public
open house within two weeks of the public open house.
The Municipality shall provide its comments to the proponent and Industry Canada
within 30 days of the receipt of the public comments from the public open house.
Site Plan Approval Process
The Municipality of Brighton requires that the proponent apply for and enter into a site
plan agreement with the Municipality if the antenna system and tower is to be
constructed. -
The Municipal Tariff of Fees and Charges By-law requires that the proponent pay the
appropriate site plan application fee (current 200$ fee: $1,275 plus a 1,000 deposit).
The Municipal Tariff of Fees and Charges By-law requires that the proponent pay the
appropriate construction permit fee (current 2008 fee: $11.00 per vertical foot for the
tower as well as the applicable fee for related buildings and structures).
The Municipality ofBrightonMzinictpal Office. 35 Alice Street
P.O. Box 129Brighton, Ontario
KOK IHOTelephone (613) 475-0670 Fax (613) 475-3453
Press ReleaseHerrington announces new ChiefAdministrative Officer for BrightonMarch 10, 2008For immediate release
Mayor Chris Herrington today announced the appointment ofGayle Frost as the new Chief Administrative Officer (CAO) forthe Municipality of Brighton. Ms. Frost will join Brighton onApril 21, 2008. “We are delighted that we have someone withGayle Frost’s knowledge and experience joining our team. Hermunicipal background and her expertise in long-term financialand strategic planning will serve us well as she providesleadership for our superb and dedicated staff.” Said MayorHerrington.
Ms. Frost currently holds the position of Commissioner ofCorporate Services and Finance for the County of Prince Edwardwhere she is responsible for the offices of Clerk and Treasurer.Ms. Frost said: “Brighton is truly a great community, and Iappreciate the opportunity and am looking forward to workingwith my new Council and staff team. I am very pleased thatmy 20 years of municipal experience will be of service to thepeople of Brighton”
LOCATION MAP
PROPOSED BELL MOBILITY CELLULAR TOWER
PART OF LOT 34, CONCESSION 5370 OLD WOOLER ROAD
PROPERTY ROLL # 1408 206 050 32500
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Municipality of Brighton Antenna Siting Protocol March, 2008
Objective
Th Council of the Municipality of Brighton believes that where antenna systems andtowers are proposed within the boundaries of the Municipality it is important thatadjacent and neighbouring property owners be made aware of the proposal and that anopportunity is available for the public to express their concerns, questions and interest.
The Council also believes that the proponent of the antenna system or tower shoulddemonstrate to the Council and the public the appropriateness of the proposed location;the need for additional antenna systems or towers; that a review of the possible impactsof the development on the natural environment has been undertaken; and that co-locationon existing towers has been considered and why this is not feasible.
Jurisdiction
The Council of the Municipality of Brighton has adopted an Official Plan pursuant tosection 160) of the Planning Act, R.S.O., 1990, as amended. The Planning Act providesthat an official plan “shall contain goals, objectives and policies established primarily tomanage and direct physical change and the effects on the social, economic and naturalenvironment of the municipality”. Therefore the Municipality has a clear interest in anyproposals for the siting of antenna systems and towers.
-
Submissions by the Proponent
The proponent shall submit to the Municipality studies and reports to demonstrate:
• That it has considered the appropriateness of the proposed location;• The need for additional antenna systems and towers;• That the proponent has consulted with the Consen’ation Authority to determine if
there are natural heritage features or natural hazards that may be impacted by theproposed antenna system and tower;
• That co-location on existing towers owned by the proponent and other towerowners has been considered and why this is not feasible.
Public Consultation
The proponent shall deposit with the Municipality at least two mounted display boardsized site plans of the proposed antenna system and tower location including an elevationplan of the tower and associated buildings and structures. The site plans will be availableat the Municipal Office for public review.
The proponent shall provide written notice to all landowners located within a minimumdistance of three times the height of the proposal tower measured from the boundary of
7
the property on which the tower is proposed to be located. Such written notice shall
thclude notice of a public open house to be hosted by the proponent.
Where the height of the proposed tower exceeds 30 metres, the proponent shall place a
notice in a local community newspaper having general distribution in the area of the
proposed tower. Such notice shall include notice of a public open house to be hosted by
the proponent.
The proponent shall hold a public open house within the Municipality and if at all
possible, in the general area of the proposed tower.
Time Frames
The public open house shall be held no earlier than 30 days after the written notice and
newspaper notice have been given regarding the proposed tower.
The mounted site plans will be provided to the Municipality at least 30 days prior to the
public open house.
The proponent shall provide the Municipality with copies of any correspondence received
prior to and at the public open house and a summary of comments submitted at the public
open house within two weeks of the public open house.
The Municipality shall provide its comments to the proponent and Industry Canada
within 30 days of the receipt of the public comments from the public open house.
Site Plan Approval Process
The Municipality of Brighton requires that the proponent apply for and enter into a site
plan agreement with the Municipality if the antenna system and tower is to be
constructed. -
The Municipal Tariff of Fees and Charges By-law requires that the proponent pay the
appropriate site plan application fee (current 2008 fee: SI,275 plus a 1,000 deposit).
The Municipal Tariff of Fees and Charges By-law requires that the proponent pay the
appropriate construction permit fee (current 2008 fee: $11.00 per vertical foot for the
tower as well as the applicable fee for related buildings and structures).
The Municipality ofBrighton$ •Mnnicial Office. 35 Alice Street
P.O. Box 189Brighton, Ontario
KOKIHOTelephone (613) 475-0670Fax (613) 475-3453
Press ReleaseHerrington announces new ChiefAdministrative Officer for BrightonMarch 10, 2008For immediate release
Mayor Chris Herrington today announced the appointment ofGayle Frost as the new Chief Administrative Officer (CAO) forthe Municipality of Brighton. Ms. Frost will join Brighton onApril 21, 2008. “We are delighted that we have someone withGayle Frost’s knowledge and experience joining our team. Hermunicipal background and her expertise in long-term financialand strategic planning will serve us well as she providesleadership for our superb and dedicated staff” Said MayorHerrington.
Ms. Frost currently holds the position of Commissioner ofCorporate Services and Finance for the County of Prince Edwardwhere she is responsible for the offices of Clerk and Treasurer.Ms. Frost said: “Brighton is truly a great community, and Iappreciate the opportunity and am looking forward to workingwith my new Council and staff team. I am very pleased thatmy 20 years of municipal experience will be of service to thepeople of Brighton”
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Brighton2007 ANNUAL COMPLIANCE REPORT
ON DRINKING WATER QUALITY
Certificate of Approval No. 5482-6FJKQHWatenvorks Identification No. 220000807
t1
Municipality of Brighton 2007 Annual Report on Drinking Water Quality
2007 ANNUAL SUMMARY REPORT FOR COUNCIL
INDEX
Brighton’s Municipal Drinking Water System1.1 Raw Water Source’ä1.2 Treatmeht Process13 Distribution System1.4 Consumption and Charges to Consumers1.5 Water Pressure Zones of Brighton Distribution System
2. Drinking Water Systems Regulations2.1 The Safe Drinking Water Act, 20022.2 The Drinking-Water Protection Regulation (0. Req. 170/03)2.3 Sustainable Water and Sewage Systems Act, 20022.4 Definitions
3 Requirements of the Drinking-Water System Regulation3.1 Sample & Test3.2 Use an Accredited Laboratoiy3.3 Report Adverse Results3.4 Control Documents3.5 Municipal Non-residential compliance3.6 Certified Operators3.7 Prepare an Annual Report3.8 Prepare Annual Summaiy Report for municipal council
4 Upgrades to the Drinking-Water System
5 Small Municipal Non-Residential Systems5.1 Codrthgton Community Centre Well Supply5.2 Hilton Hall Well Supply
6. Conclusion
APPENDICESAppendix 1 - Brighton Water Supply System —2007 Monthly SummaryAppendix 2— Part ifi Drinking-Water Systems Regulation O.Reg.170/03
— Annual Report to MOEAppendix 3 — Part RI Codrington Community Centre Well Supply Annual ReportAppendix 4— Pan III Hilton Hall Well Supply Annual Report
1
Municipality of Brighton 2007 Annual Report on Drinking Water Quality
2007 ANNUAL SUMMARY REPORT FOR COUNCIL
Summary Reports for Municipalities, Schedule 22 of O.Reg. 170/03, has been prepared to
assist Brighton’s Municipal Council in understanding the capability and operation of the
drinking-water system and the quality of its water.
The report summarizes:1. Brighton’s Large Municipal Residential Drinking-Water System
2. Ontario Drinking-Water Systems Regulations3. Requirements of the Regulations and System’s Approvals
4. Upgrades Required to Correct Deficiencies
5. Brighton’s Small Municipal Non-Residential Systems
5.1 Codrinston Community Centre Well Supply
5.2 Hilton Hall Well Supply
1. BRIGHTON’S MUNICIPAL DRINKING WATER SYSTEM
1.1 Raw Water Source
In 2007, water sources at the Brighton Well Supply consisted of three drilled wells. The only
raw water source is groundwater which is captured from a deep aquifer by drilled wells
located adjacent to the old Upper Reservoir site. There are three wells that draw water from
the aquifer under the reservoir area: Well Nos. 1, 2 and 3 pumps work on rotation
As part of Brighton’s Turbidity Report-Action Plan and Implementation Schedule, mitigation
measures included, pumping to waste until turbidity levels were below 1.0 NTU. As of
October 14th 2005, water was supplied to the new storage and treatment facility by the three
groundwater wells.
The Brighton Well Supply plant has been fortunate in having an excellent source of natural
spring water as its main source of water supply. However all existing and future potable
water storage structures must be completely covered to prevent contamination of stored
water. The transition to a secure groundwater supply to meet O.Reg.170/03 and the
Procedure for Disinfection of Drinking Water in Ontario included construction of the third
well and a new storage facility. A fail safe control system has been installed to ensure that an
upward hydraulic gradient is maintained at all times in the raw water supply aquifer. This
system includes water level sensors in each observation and production well, an alarm system
equipped with pre-detemrined set-points for well depth, and a SCADA data-log system. The
work was completed and commissioned in October. 2005.
Municipality of Brighton 2007 Annual Report on Drinking Water Quality
1.2 Treatment Process
Disinfection of water to eliminate disease-causing organisms is the most important step in thewater treatment process. In October 2005 our upgraded system came on-line which changedour system from an open surface water reservoir system to an enclosed concrete storagereservoir. This enables us to have more contact time for chlorination, this is done by injectingChlorine gas into the water as ft enters into one of two cells (which is called FreChlorination). The concrete water storage reservoir is approximately 39 rn x 58 m, andconsists of two cells. Each cell is equipped with baffles and provides 2800 m3 x 2 = 5600 m3of water storage and equipped with overflow, drain system, piping and appurtenances, and awater main from the Water Treatment Plant (WTP) and reservoir to the existing distributionsystem (DS). A WTP building approximately 39 m x 10 m housing a primary and secondarydisinfection system consisting of two (2) gas chlorinators, weigh scales, vacuum regulators,injectors and appurtenances to facilitate application of chlorine solution for pre-chiorinanon ata point where water enters either cell from the wells and also post-chlorination as water entersthe DS. Instrumentation and controls including on-line chlorine residual analyzer andturbidity meters measure the chlorine residuals arid turbidity in the reservoirs and the outlet tothe DS. Emergency power is provided by a 15 KW standby power generator and a 80 KWtrailer mounted standby generator including manually operated transfer switch. There is adrain/bypass line from the WTP and reservoirs to outfall through a bypass detention pond.
1.3 Distribution System
The Municipality of Brighton’s distribution system provides drinking water to approximately6070 residents through a network of approximately 57 lan. of piping and 2,510 residential and170 commercial accounts. Fire hydrants are maintained by the Water Department, whichincludes a flushing program to clean the mains and flush out dead-ends. This practicemaintains the water quality in the distribution system and ensures the hydrants are in goodrepair. Chlorine residuals, as well as microbiological sampling and testing, in the distributionsystem are checked on a weekly basis. At least seven separate sites. Operators also testchlorine residuals on a daily basis in the distribution system as per 0. Reg. 170/03.
Upgrades to the distribution system in 2007 included replacement of 6”cast water main with6” PVC main on Division St. from Park St. to Chapel Street and including all householdservices and fire hydrants. The same was also done on Lakeview Heights from Hope St, andon Dorman St. from Kingsley St. to Young St. including all household services and firehydrants. There was also an extension to Perry St. of approximately 200 feet, includingservices and hydrant. On Division St. South a new fire hydrant was installed at the dead endintersection with Lyon St. for flushing and fire protection. There were also extensions to thedistribution system on Algonquin Avenue Roos Subdivision), Beacon Drive (Harbour PointSubdivision) and Empire Boulevard (Stahvood Homes Subdivision).
3
Municipality of Brighton 2007 Annual Report on Drinking Water Quality
In 200?, there were 27 water leaks in the distribution system. Most of the water leaks (25)
were the cause of worn flared connection fittings and worn copper services lines. There were
2 main line breaks in 2007. Also, there were 8 hydrant leaks.
1.4 Consumption and Water Rates
Increases in monthly flows in the past years are directly associated with weather patterns
where warmer temperatures and decreased precipitation are associated with higher daily flow
demands by consumers. In 2007, a total of 968,818 m3 of water was used. Therefore, based
on a population of 6070 residents on the distribution system, the per capita for water
consumption was 159.6 m3/ personiyear or 0.437 in3 (437 Litres)/personlday. Based on 2007
consumption, the average daily demand was 2,654 m3/day, the average daily demand
represents the average quantity of water treated at the water treatment plant. Peak day demand
represents the highest volume of water treated over a given 24-hour period, usually the hottest
day of the year but it could also include fire suppression usage. This occurred on June 28th,
2007 at 4,490 m3/day.
In 2007, the Bulk Water Facility was utilized by eight bulk water supply contractors as well as
sales at the A’Iunicipal Public Water Dispenser for a total of 77 m3.
By-law Number 274-2004 enacts the rules and regulations for the installation, repair,
maintenance, and access to the Water Distribution System and appurtenant water meters,
sanitary and storm sewer services and related appurtenances; the billing and collection of
charges for water and sewer usage; and the penalties for offences of the water and sewer
works in the Municipality of Brighton.
As part of the Municipality of Brighton’s water conservation policy, the Water Conservation By
law No. 029-2001, is enforced annually from June l to September 15th• This by-law is
maintained to regulate and restrict the unnecessary use of water for outdoor purposes within the
serviced area. Staff monitor and enforce compliance to this by-law during the period that it is in
effect.
4
Municipality of Brighton 2007 Annual Report on Drinking Water Quality
Table I
WATER CONSUMPTION I FLOWS (m3)MONTH YEAR
: 2001 2002 1 2003 2004 1 2005 2006 2007January 76,773 69,912 [ 78,265 71,970 70,952 [ 82,272 58,718February 63,693 62,483 70,877 68,580 71,484 69,405 56,628March 77,381 68,314 75,369 79,259 69,759 76,039 63,579April 73,377 67,718 70,619 72,723 61,223 F 72,884 65,329May 115,800 69,653 80,476 79,911 69,198 86,572 89,653June 89,667 79,769 86,909 89,335 89,504 89,064 105,967July 114,793 111,753 98,759 87,648 91,527 85,591 99,390August 115,775 106,421 1 96,356 86,528 89,244 93,161 107,735September 88,386 95,634 90,002 78,125 82,643 68,548 96,781October 78,357 73,716 75,261 76,815 81,680 65,398 79,923November 73,073 75,738 I 72,510 74,115 80,713 63,636 70,758December 73,704 83,509 70,377 72,995 79,890 I 59,960 74,357Total Flow 1,040,779 964,620 965,781 938,004 937,827 911,530 968,818Monthly Avg. 86,732 80,385 80,482 77,908 78,152 F 75,961 80,735Monthly Max. 115,800 111,753 98,759 89,335 91,527 93,161 107,735Monthly Mm. 63,693 62,483 70,377 68,580 61,223 59,960 56,628
YEAR 2001 2002 2003 2004 2005 2006 2007Annu avg. daily 2,851 2,643 1 2,645 2,562 2,545 2,495 2,654Max.daily 4,787 4,958 1 4,656 3,733 4,087 4,087 4,490flow m3/day IRated 6,445 6,445 6,445 6,445 6,445 6,445 6,445capacity
74%%max.day
rated capacity% annual avgdaily flow m3/day
77% 72% 58%
44%
63%
41%
63%
41%
69%
40% 39% 39% 41%
2’
Municipality of Brighton 2007 Annual Report on Drinking Water Quality
Water Use Summary for 2007
Water produced at the Water Treatment Plant 968,818 m3
Amount of water used by Customers 734,966 m3
Amount of water used for Hydrant flushing 4,398 m3
Amount of water sold at Bulk Water and Public Dispensing Station 77 m3
Estimated amount of water used for flushing and swabbing of new watermains 345 m’
Estimated amount of water used by Fire Department for practices and fires 165 m3
Estimated amount of water unbilled due to defective meters 21,378 m3
27 Water Service Leaks at an estimated 4,475 m3 per leak 120,000 m3
S Hydrant leaks at an estimated 4,475 in2 per leak 35,800 m’
Total amount of water unaccounted for in 2007 51,689 m3
Therefore approximately 5.3% of the total water supply remained unaccounted for in 2007.
Waste per quartet at 60 psi water pressure
L4later costs nioney.. Diameter of stream Galtons cubic Feet cubic Melers
don’t waste it! 1,181,500 158,000 4475
A d,ipping faucet or fixture can waste 3 gallons aday.a total of 1095 gallons a year 666,000 89,031 2,521
Conserve Water and Save Money!,
1
A reminder troth your local water utility where1% 296000 39,400 1,1 5
were dedicated to quality and service. ‘ 74,000 9,850 280
A e.7I2 Ital t-r, a oat wi fi’ c*. Oror a Lint ,,,,a gend. w,iIa aim in fl iffl2tAS 302,0
6
Municipality of Brighton 2007 Annual Report on Drinking Water Quality
2. Ontario Drinking Water-Systems Regulations
2.1 THE SAFE DRINKING WATER ACT, 2002
The purpose of the Act is to gather in one place all legislation and regulations relatin to thetreatment and distribution of drinking water, to protect human health through the control andregulation of drinking water systems and drinking water testing. The new’ Drhildng WaterSystems Regulation arid its supporting regulations can be found at www.ene.2ov.on.ca. TheSafe Drinking Water Act will be incorporating a statutory standard of care, whereby everydirector and officer of a corporation (including municipal councillors) that owns a municipaldrinking water system has a duty to take all reasonable steps to prevent any user of the systemfrom being exposed to an unreasonable health risk that may arise from their consumption ofdrinking water. With this, municipal officials are expected to be informed of their drinkingwater system and acquainted with drinking-water legislation and regulations.
On May 14, 2004, the Ministry of the Environment filed a new certification regulation foroperators of municipal and regulated non-municipal drinking water systems, titled O.Reg.128/04 CerrUlcation of Drinking- Water System Operators and Water Qualm’ Analysts underthe Safe Drinking Water Act, 2002: This new regulation ensures tougher certification andtraining rules for water system operators based of the classification of the MunicipalResidential System. This regulation explains operating standards for Municipal ResidentialSubsystems and Limited Subsystems that are to be followed and maintained by the owner oroperating authority of the subsystem including record-keeping re: operation of the subsystem,operation and maintenance manuals, operator training, and duties of the operator-in-charge.
2.2 THE DRINKING WATER PROTECTION REGULATION (O.Reg.170/03)
Effective June 1, 2003, the Drinking Water Protection Regulation (O.Reg. 170/03) replacedthe Drinking Water Protection Regulation for larger Watenvorks (O.Reg. 459/00).Regulation 170/03 sets water treatment standards for a variety of water systems and includes anumber of supporting regulations, including the Drinking Water Quality Standards Regulation(O.Reg. 169/03) which prescribes standards for 161 physical/chemical, microbiological andradiological parameters.
2.3 SUSTAINABLE WATER AND SEWAGE SYSTEMS ACt 2002
This Act ensures clean, safe drinking water for Ontario residents by making it mandatory formunicipalities to assess and cost-recover the Ml amount of water and sewer services. A reportto the Ministry on the Ml cost of water and wastewater sen’ices is to include a cost recoveryplan for operating costs, source protection costs, financing costs, renewal and replacementcosts and improvement costs associated with treating and distributing water to the public.
7
Municipality of Brighton 2007 Annual Report on Drinking Water Quality
2.4 DEFINITiONS
Accredited Lab, all laboratories that test drinking water must be accredited for the tests they
perform by the Standards Council of Canada or its equivalent. Accreditation involves
performance testing and auditing to ensure that laboratories follow appropriate procedures
using acceptable methods.
Chlorine Residual — chlorine residual in water is a component of chlorine after the initial
disinfection or chlorine demand has been satisfied. The maintenance of a chlorine residual in
the distribution system is intended to keep a persistent disinfectant residual to protect the
water from microbiological re-contamination and serve as an indicator of distribution system
intenty.
GUDI Groundwater Tinder Direct influence of Surface Water — in some groundwater
supplies, situations may exist where contaminants typically found on the ground or in surface
water, such as a lake or river, find their way into the groundwater and can be pumped from
the well into the water distribution system. Such a system is referred to as Groundwater
Under Direct Influence of Surface Water or GUDI. This can be caused by a number of
different factors including the geology surrounding a well, insufficient travel time behveen the
well intake and surface water or a defect in the well. A true groundwater supply would
normally be free of harmful microbiological contaminants and reflect only disinfection be
provided as a minimum level of treatment along with a minimum chlorine residual after 15
minutes contact lime.
i’LkC Iviaximum Acceptable concentration — This is a health-related Ontario drinking water
standard established for contaminants that have Imown or suspected adverse health effects
when above a certain concentration. The length of time the IvLAC can be exceeded without
injury to health will depend of the nature and concentration of the parameter.
IMAC Interim Maximum Acceptable Concentration — This is a health related Ontario
drinking water standard established for contaminants when there are insufficient toxicological
data to establish a MAC with reasonable certainty, or when it is not practical to establish a
?L4C at the desired level.
Inorganic parameters — substances such as salts and metals, which can be naturally
occurring or result from urban storm water runoff, industrial or domestic wastewater
discharges, oil and gas production mining, farming, or domestic plumbing.
OG Operational Guidelines are established for parameters that need to be controlled to
ensure efficient and effective treatment and distribution of water.
mgIL milligrams per litre is a measure of concentration of a parameter in water, sometimes
called parts per million (ppm).
8
Municipality of Brighton 2007 Annual Report on Drinking Water Quality
jaglL micrograms per litre is a measure of concentration of a parameter in water, sometimescalled pans per billion (ppb).
Parameter is a substance that is sampled and analyzed in the water.
Potable Water is water from ground or surface sources that is supplied for humanconsumption.
Raw Water — water entering the treatment plant prior to any chemical addition. Raw watersampling and analysis provides a measure of source water quality which allows assessmentand adjustment of treatment process; information on the source of any contaminants; and longterm trends in source water quality.
Total Trihalomethanes (THM) — are the most widely occurring synthetic organics found inchlorinated drinking water. The principal source of Irthalomethanes is the action of chlorinewith naturally occurring organics (material that comes from plant or animal sources). Themaximum acceptable concentration for TEM is 0.10 mg/L based on four quarter movingannual average test results, tested at a remote point site in the distribution system.
Turbidity — turbidity in water is caused by the presence of suspended matter such as clay, siltand microscopic organisms and is commonly present in the source water as a result of soilrunoff The substances and particles that cause turbidity can be responsible for interferencewith disinfection, can be a source of disease-causing organisms, and can shield pathogenicorganisms from the disinfection process.
Treated Vater is source water that has been altered in order to disinfect and ensure treatmenthas producing water of equal or better quality.
3 Requirements of the Drinking-Water System Regulation
3.1 Sample & Test drinking water in a frequency designed to reflect the type and user ofthe system. Specific re4uirements for each category differ depending on the size andpopulation served.
> Cateorv of System - Brighton Well Supply is categorized as Large MunicipalResidential, which is defined as a municipal drinking water system that serves a majorresidential development of more than 100 private residences.
> Sampling & Testing requirements for a Large Municipal Residential drinking watersystem state that the owner of the drinking-water system and the operating authority forthe system shall ensure samples be tested for the following:
Microbiological — O.Reg. 170/03 Schedule 10 requires at least eight distributionsamples, plus one additional distribution sample for every 1,000 people served by thesystem, are taken every month, with at least one of the samples being taken each week.With this, 13 treated distribution samples would be required monthly. Brighton currentlysamples at least 7 distribution samples weekly or approximately 2S samples monthly, andI treated water sample weekly. These samples are tested for Escherichia coli or fecalcoliforms and total colifonns, and 25% of the samples are tested for general bacteria
9
Municipality of Brighton 2007 Annual Report on Drinking Water Quality
populations expressed as background colony counts on the total coliform membrane filter
or as colony counts on a heterotrophic plate count. Raw water samples are required to be
tested at least once every week from the drinking-water system’s raw water before any
treatment is applied to the water. Raw water was sampled weekly frQm Well #1, Well #2
and Well #3.
Table 2-Microbiological Sampling & Testing-Laige Mu,, tcipal Residential
Source Jan. j. Mar. Apr. I Ma, Jun. Jul. Aug. Sep. Oct Nov. Dec. Total
iWelI#1 s[ 4 541
5 45 4 45 44 53
Well#2 sI 4 5 i 5 4_ 4 4_j 41 531
Wpll#351 4 5 4 5 4 15 4 41 53
L]taI Raw Samples 15 12 15 12 15 12 15 12 12 15 12 12 j 159
rTreated WaterPOE (Point of Entry)
Oistribuüon System
5
40
45
4
Total Treated SampJes
32
36
51 4
401 32
45 36
5
401 32
45 36
4 5
40
45
4
32
36
Microbiological Number Range of Range of Total Number of Range of
Results of Samples E.Coli Results Coliform HPC Samples HPC
I Results Results
Raw I 159 <1-238 c1->400 159
Treated Water 53 Absent I Absent 53 <10-20POE-Chlorine Station I
Distribution 477 <1 <1 105 <10-40
• Chemical Sampling & Testing — O.Reg. 170/03 Schedule 13 requires Large Municipal
Residential Systems be tested for the following:
(i) Thorganics (Schedule 23) be tested at least every 12 months if the system
obtains water from a raw water supply that is surface water. Note that once the
water system switches to groundwater (wells) then sampling for organic!
inorganic parameters can be reduced to every 36 months.
(ii) Lead - at least one sample in the distribution system is taken every 12 months
from a point in the drinking-water system’s distribution system or in plumbing
that is connected to the dijuiring-water system that is likely to have an elevated
concentration of lead. lit 2007 new Regulations were added to test for Lead
Schedulel5.l-5 starting dates to be started between December 2007 - April
2008.
(iii) Organics — if the system obtains water from a raw water supply that is surface
water, at least one water sample is taken ever 12 months. When the raw water
source is oundwater (wells) then at least one water sample must be taken
every 36 months.
32
4: 51 I sI 53
42440 L 3?
36
32
45 36 36 477
I0
Municipality of Brighton 2007 Annual Report on Drinking Water Quality
(iv) Trihalomethanes — at least one distribution sample is taken every three monthsfrom a point in the drinking-water system that is likely to have an elevatedpotential for the formation of Trihalomethanes.
(v) Nitrate and Nitrite, one water sample taken every three months.(vi) Sodium, one water sample taken every 60 months.(vii) Fluoride, one water sample taken every’ 60 months.
See Appendix I — Part III Form 2 for Brighton’s Annual Report electronic submission toMOE; there were no exceedanees of organic or inorganic parameters tested during Uris period.
3.1 Use an Accredited Laboratory
Drinking-water systems must use a licensed laboratory as outlined in die Drinking WaterTesting Services Regulation (O.Reg.248/03) which became law in June 2003.> Laboratory Services Notification Forms O.Reg. 170/03 were completed and submitted to
the Ministry of Environment. Confirmation that Caduceon Laboratories in Kingston,Nepean, and Ottawa as well as Lakefield Research are listed with The Standards Councilof Canada as an accredited lab was made. Notifications were sent to the labs to ensureclear and complete notification is reported when adverse water quality incidents may bereported.
3.2 Report adverse test results
Any test result that exceeds any of the standards in Schedules 1, 2, 3 (other than fluoride) inthe Ontario Drinking Water Quality Standards (O.Reg.l69/03) verbally and in writing to boththe local Medical Officer of Health and the Ministry of the Environment.
> On March 7th, 2007 the lab notified us of a P/A (present/absent) Total Coliforms, aresample was done and came back negative for Total Coliforms.
3.3 Obtain a Certificate of Approval and a Permit To Take Water for a municipalresidential drinking-water system from the ministry.
In the future, approval will be replaced with municipal drinking-water system licenses anddrinking-water works permits. In order to obtain a license, an owner will be required to havean operational plan approved by the ministry, an accredited operating authority, financialplans, a permit to take water and a drinking water works permit.
Brighton Water Lye!! Supply System ‘s Approvals include:
1) Certificate of Approval Number 5482-6FIKQH dated the 25th day of August, 2005amended the previous certificate by extending the completion date to October 3 l,2005, for upades of the drinking-water system to comply with O.Reg. 170/03 and
11
Municipality of Brighton 2007 Annual Report on Drinking Water Quality
Procedure for Disinfection of Drüfldng Water in Ontario. Commissioning of the new
facility was completed in accordance with the current certificate.
2) Permit to Take Water No. 200 l-62MNU2 was issued to the municipality on September
27, 2004 and authorizes the withdrawal of water from each of the production wells
Nos. 1, 2 and 3 at a maximum rate of 24.9 Us, 1,494 Umin. or 2,151,360 L/day.
Well No. 1 24.9 L/s, 1,494 L/min or 2,151,360 L/day
Well No. 2 24.9 L/s, 1,494 L/min or 2,151,360 L/day
Well No. 3 24.9 L’s, 1,494 L/min or 2,151, 360 Uday
3.4 Have certified operators or trained persons, depending on category of system.
Certzfled Operators hwlude:
Mike Ryckman, Overall Responsible Operator, Supervisor, WDS ifi
Mark Alexander, WDS IIKeith Lee, WDS ISteve Wong, OTT
Operator training requirements, under the new 0. Reg. 128/04 state that the annual
number of hours of training required under Section 29 in each year vi1l be a total of 35
hours of which 12 hours or more are continuing education and the remaining hours as on-
the-job practical training.
3.5 Prepare an annual report in order that the public has access to information
on the status of drinking water.
Annual reports are prepared in accordance with O.Reg. 170/03. Drinking water reports are
available at both municipal offices and the municipal website; the public is informed via
newspaper when it is available. The Annual Report on Drinking Water must be passed by
Resolution of Council.
3.6 Prepare an Annual Summary Report, on municipal residential systems for
municipal Councilors, members of a municipal seMce board, or the board of
directors of municipal business corporations, as appropriate.
This report must include information regarding the requirements of the Act (Section 3.1 of
this report), the regulations (Section 2), the System’s approval (Section 3.4) and any order
that the system failed to meet during the period of the report noting the duration of the
failure and the measures taken to correct the failure. The report must also include flow
rates of the water supplied during the period including monthly average, maximum daily
flows, and the rated capacity for the purpose of assessing the capability of the system
(Table 1), and daily instantaneous peak flow rates (Appendix III). The report must include
information for the purpose of enabling the owner of the system to assess the capability of
the system to meet existing and ifinire planned uses of the system.
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Municipality of Brighton 2007 Annual Report on Drinking Water Quality
4 Upgrades to the Drinking-Water System to Correct Deficiencies.
No upgrades were needed to the Brighton Well Supply or Treatment Plant Facility to maintaincompliance with the regulations and standards set forth by the Ministry of the EnvironmenL
5 Small Municipal Non-Residential Systems
Community centers such as Codrington Community Centre and Hilton Hall are categorized asSmall Municipal Non-Residential which is defined as a municipal drinking water system thatdoes not serve a residential development, is not capable of supplying drinking water at a rateof more than 2.9 litres per second, and serves a desianated facility or public facility.
On June Yd, 2005, O,zrario Regnation 252/05 replaced 170/03 for Small Municipal NonResidential systems, which includes rural community halls such as Codrington CommunityCentre and Hilton Hall. The new regulation reduces the fmancial burden on owners butmaintains a high level of public health protection. Only microbiological sampling of F. coiland total coliforms is required. Installation of treatment equipment is no longer required andannual reporting is no longer required.
5.1 Codrington Community Centre Well SupplyMicrobiological sampling is being done Bi-weekly at the CodHngton CommunityCentre.No adverse sample were recorded at this site in 2007.
5.2 Hilton Hall Well Supply
Hilton Hall has U’! disinfection and filtration, microbiological sampling wasperformed on a Bi-weekly basis.
1. February 2l, 200?, a background count of 6 Total Coliforms was reported, theMOE limit is 0. MOWSpills ActionJMOE were all notified of the report, the UVsystem and filter were replaced, flushing and resampled ; the test came back clear.
6 Conclusion
In 2007, the Brighton Well Supply and Distribution System achieved ff11 compliance with ourCertificate of Approval and Ontario Regulation 170/03.
The Brighton Water Department is proud of its water quality and is committed to providingthe safe and reliable water supply.
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Municipality of Brighton 2007 Annual Report on Drinking Water Quality
Appendix 1 - 2007 Monthly Summary
14
Municipality of Brighton 2007 Annual Report on Drinking Water Quality
Appendix 2
Drinking-System Regulations O.Reg. 170103
Part III Form 2
Drinking-Water System Number:Drinking-Water System Name:Drinking-Water System Owner:Drinking-Water System Categon’:Period being reported:
Municipal Offices:35 Mice St., Brighton67 Sharp Rd. Brighton
I I
Note: For the following tables below, additional rows or columns may be added or anappendix may he attached to the report
List all Drinking-Water Systems (if any), which receive all of their drinking water fromyour system:Presqu’ile Provincial Park- Parks Ontario
Did you provide a copy of your annual report to all Drinking-Water System owners thatare connected to you and to whom you provide all of its drinking water?Yes [x j No []
220000807Brighton \Vell SupplyCorporation of the Municipality of BrightonLarge Municipal ResidentialJanuary 1-December 31, 2007
Complete ilvour C’ategorv is Large MunicipalResidential or Small Municipal Residential
Does your Drinking-Water System serve morethan 10,000 people? Yes [1 No [x]
Complete for all other Categories.
Is your annual report available to the public at
Yes [x Ino charge on a web site on the Internet?
Number of Designated Facilities served:
No[]Location where Summaryunder 0. Reg. 170/03available for inspection.
Report required
Did you provide a copy of your annual reportto all Designated Facilities you serve?Yes[ I No[i
Schedule 22 will be Number of Interested Authorities you reportto:I I
Did you provide a copy of your annual reportto all Interested Authorities you report to foreach Designated Facility?Yes[ ] No[ ]
15
Municipality of Brighton 2007 Annual Report on Drinking Water Quality
Indicate how you notified system users that your annual report is available, and is free of
charge.[x I Public access/notice via the web
[x j Public access/notice via Government Office
[x j Public access/notice via a newspaper -
[x J Public access/notice via Public Request
Public access/notice via a Public Library
Public access/notice via other method
Describe your Drinking-Water System
In 2007, water sources at the Brighton Well Supply consisted of three drilled wells. The only
raw water source is groundwater which is captured from a deep aquifer by drilled wells
located adjacent to the old Upper Reservoir site. There are three wells that draw water from
the aquifer under the reservoir area: Well Nos. 1, 2 and 3 pumps work on rotation. A fail safe
control system has been installed to ensure that an upward hydraulic gradient is maintained at
all times in the raw water supply aquifer. This system includes water level sensors in each
observation and production well, an alarm system equipped with pre-determined set-points
for well depth, and a SCADA data-log system. The work ;vas completed and commissioned
in October, 2005.
Disinfection of water to eliminate disease-causing organisms is the most important step in the
water treatment process. ifi October 2005 our upgraded system came on-line which changed
our system from an open surface water reservoir system to an enclosed concrete storage
reservoir. This enables us to have more contact time for chlorination, this is done by injecting
Chlorine gas into the water as it enters into one of two cells (which is called Pit-
Chlorination). The concrete water storage reservoir is approximately 39 m x 5$ in, and
consists of hvo cells. Each cell is equipped with baffles and provides 2800 m3 x 2 = 5600 m3
of water storage and equipped with overflow, drain system, piping and appurtenances. and a
water main from the Water Treatment Plant (WTP) and reservoir to the existing distribution
system (DS). A WTP building approximately 39 m x 10 m housing a primary and secondary
disinfection system consisting of two (2) gas chlohnators, weigh scales, vacuum regulators,
injectors and appurtenances to facilitate application of chlorine solution for pre-chlorination at
a point where water enters either cell from the wells and also post-chlorination as water enters
the DS. Instrumentation and controls including on-line chlorine residual analyzer and
turbidity meters measure the chlorine residuals and turbidity in the reservoirs and the outlet to
the DS. Emergency power is provided by a 15 KW standby power generator and a 80 KW
trailer mounted standby generator including manually operated transfer switch. There is a
drain/bypass line from the WTP and reservoirs to outfall through a bypass detention pond.
The Brighton Well Supply is Classified as Water Distribution and Supply Class fit.
List all water treatment chemicals used over this reporting period
________________________
F Chlorine Gas
16
Municipality of Brighton 2007 Annual Report on Drinking Water Quality
Were any significant expenses incurred to?Install required equipment
I Repair required equipment] Replace required equipment
I DescribeNew storage reservoir completed. in service as of October 14, 2005
Provide details on the notices submitted in accordance with subsection 18(1) of the SafeDrinking-Water Act or section 16-4 of Schedule 16 of O.Reg.170/03 and reported toSpills Action Centre
Incident Date Parameter Result Unit of - Corrective Action CorrectiveMeasure - Action Date
March 7th, P/A (present/absent) I cc Resample and retest March 8th2007 Total Coliforms
Microbiological testing done under the Schedule 10, 11 or 12 of Regulation 170/03,during this reporting period.
Number Range of E.Coli Range of Total Number Range of HPCof Or Fecal Coliform Results of HPC ResultsSamples Results (mm #)-(max #) Samples (mm #)-(max #)
(mth #)-(max #)
Raw 159 <1 - 200 <1->400 159 <10-20Treated 53 absent <1 -1 53 <10-20Distribution 424 <1 1 <1 105 <10-40
Operational testing done under Schedule 7, 8 or 9 of Regulation 170/03 during the periodcovered by this Annual Report.
Number of Range of ResultsGrab (mm #)-(max #)
. SamplesTurbidity 8760 0.06-2.00 nm’sChlorine 8760 0.38-2.05 mg/LFluoride (If theDWS providesfluoridation)
NOTE: For continuousmonitors use 8760 as thenumber of samples.
iVOTE: Record the un it of measure if it is not milligrams per litre.
Summary of additional testing and sampling carried out in accordance with therequirement of an approval, order or other legal instrument.
17
Municipality of Brighton 2007 Annual Report on Drinking Waler Quality
sample results.No Sampling in 2007
Parameter Sample Date Result Value Unit of Measure Exceedance
Arsenic Dec 13/05 <0.001 m&L No
Barium Dec 13/05 0.002 mulL No
Boron Dec 13/05 0.075 mgI!. No
Cadmium Dec 13/05 0.006 thWL f No
.Dec 13/05 <0.0001 ] mulL No
Chromium
Nov 15/07 0.00002 Mu/L No
Lead
Mercu’ Dec 13105 <0.00006 mg’L No
Selenium Dcc 13/05 <0.001 mg/!. No
Sodium jpv 13/07 J0.0006 j mulL No
Uranium Nov 13/07 0.1 malL No
Fluoride Nov 13/07 <0.1 mgI!. No
Nithte Nov 13107 3.2 mu/L No
Nitrate No” 13/07 <0.00006 mulL [No
Summary of Organic parameters sampled during this reporting period or the most recent
sample results Not Sampled in 2007Parameter Result
Sample Value Unit of ExceedanceDale Measure
Alachlor Dec 13/05 <0.3 hulL no
Aldicarb Dec 13/05 <3 g/L no
.AIdHn + Dieldnn J Dec 13/05 [<0.02 I no
Atrazine - metobolites Dec 13/05 <0.5 4u/L no
.Azinphos-methvl Dec 13/05 <1 ftalL no
Bendiocarb Dec 13/05 <3 ig/L no
enzene Dec 13/05 <0.5 gjL no
Denzo(a)pyrene Dec 13/05 <0.005 no
I Bromoxvnil Dcc 13/05 <0.3 halL no
‘ Carbaryl Dec 13/05 <3 igJL no
Carbofuran Dec 13/05 <1 JcrfL no
Carbon Tetrachiobde Dec 13/05 <0.2 .tg/L no
Ch]ordane (Total) Dec 13/05 <0.04 lulL no
Chlorpwifos Dec 13/05 <0.5 n’L no
£vanazine Dec 13/05 <0.5 1/L no
Diazmon Dec 13/05 <I jjgIL no
Dicamba Dec 13/05 <5 J_gg/L no
I 2-Dichlorobenzene Dec 1 3/05 <0. I helL
l,4-Dichtorobenzene Dec 13/05 <0.2 no
IDichlorodiphenyltrichloroethane (DOT) Dec 13/05 <0.1 iig/L no
j meiaboli’es
18
Summary of Inorganic parameters tested during this reporting period or the most recent
Municipality of Brighton 2007 Annual Report on Drinking Water Quality
1,2-Dichloroethane Dec 13/05 <0.1 no1,l-Dichloroethylene Dec [3/05 <0.1 gg/L no(vinylidene chloride)Dichloromethane Dec 13/05 <0.3 no24 Dichlorophenol Dec 13/05 <0.1 jagfL no2,4-Dichiorophenoxy acetic acid (2,4-D) Dec 13/05 <5 pg/L noDiclofop-methyl Dec 13/05 <0.5 pig/I.. — noDimethoate 1 Dec 13/05 <1 ug/L noDinoseb Dec 13/05 <0.52 pig/I.. noDiquat Dec 13/05 <5 pig/L noDiuron Dec 13/05 <5 pieIL noGlyphosate
- Dec 13/05 <25 noHeptachlor + Heptachlor Epoxide Dec 13/05 <0.1 pig/L noLinadane (Total) . Dec 13/05 <0.! ggJL noMalathion Dec 13/05 <5 ggJL — noMethoxychlor Dec 13/05 <0.1 gg/L . noMetolachlor Dec 13/05 <3 t.tg/L noMeuibuñn
. I Dec 13105 <3 pig/I. noMonochlorobenzene Dec 13/05 <0.2 noParaquat Dec 13/05 <I pig/L noParathion Dec 13/05 <3 palL noPentachlorophenol Dcc 13/05 <0.! pig/L noPhorate Dec 13/05 <0.3 pig/L noPicloram Dec 13/05 <5 pig/I.. noPolychlodnated Biphenyls(PCB) Dec 13/05 <0.05 -pig/I. noPromethyne Dec 13/05 <0.1 pig/L noSimazine Dec 13/05 <0.5 pig/L noTHM Nov 16/07 <0.3 pig/I. no(NOTE: show latest quarterly average-lOS)Avg.11.2Sodium Nov 20/07 4.9 mWL noNitrate+Nithte Nov 15/07 3.2 mg/L noBromochloromethauc
. Nov 16/07 <0.1 pig/L noTemephos . Dec 13/05 <10 pigl noTerbufos - Dec 13/05 <0.4 pigJL noTernchloroethylene .
. Dec 13/05 <0.2 pig/L no2,3,4,6-Tetrachloropbenol Dec 13/05 <0.! pig/L noTnallate Dec 13/05 <10 palL noThchloroethylene
- Dec 13/05 <0.1 -paiL no2,4,6-Tnchlorophenol . Dec 13/05 <0.1 pig/L no2,4,5-Trichlorophenoxv acetic acid (2,4,5-T) Dec 13/05 <10 galL noTr[fluralln Dec 13/05 <0.5 galL noVinyl Chloride Dcc 13/05 <0.2 ga/L noToluene-dS (SS Nov 16/07 105 % noChloroform Nov 16/07 <0.3 pig/L noTemephos Dec 13/05 <10 pig/I.. noDibromochloromethane-d4,1,2-(SS) Nov 16/07 <0.1 pg/L noBromoform Nov 16/07 <0.1 palL noBromofluorobenzene.4(SS) Dec 13/05 101 no
List any Inorganic or Organic parameter(s) that exceeded halfiii Schedule 2 of Ontario Drinking Water Quality Standards.
the standard prescribed
Parameter Result Value- Unit of Measure Date of Sample
19
Municipality of Brighton 2007 Annual Report on Drinking Water Quality
I I
Appendix 3
Drinking-Water SystemDrinking-Water SystemDrinking-Water SystemDrinking-Water SystemPeriod being reported:
Number:Name:Owner:Category:
Complete if your Category is Lare A’hmicipalResidential or Sniall Municipal Residential
Complete for all other Categories.
Does your Drinking-Water System sene morethan 10,000 people? Yes [j No [J
Is your annual report available to the public atno charge on a web site on the Internet?Yes [1 No []
Location where Report required under
0. Reg. 170/03 Schedule 22 will be available
for inspection.
HDid you provide a copy of your annual report
to all Designated Facilities you serve?
Yes [] No [1
Number of Interested Authorities you report
to:o
Did you provide a copy of your annual report
to all Interested Authorities you report to for
each Designated Facility?Yes[j No[]
List Drinking-Water Systems, which receive all of their drinking water from your system:
Did you provide a copy of your annual report to all Drinking-Water System owners that
are connected to you and to whom you provide all of its drinking water?
Yes[ jNo[ }
Drinking-System Regulations
Part III Form 2Section 11. ANNUAL REPORT.
O.Reg. 170/03
250033813Codrington Community Centre Well Supply
The Corporation of the Municipality of Brighton
Small Municipal Non Residential
I January 1-December31, 2007
Number of Designated Facilities served:
20
Municipality of Brighton 2007 Annual Report on Drinking Water Quality
Indicate how you notified system users that your annual report is available, and is free ofcharge.[X] Public access/notice via the web[X j Public access/notice via Government Office[X] Public access/notice via a newspaper
Public access/notice via Public RequestPublic access/notice via a Public LibraryPublic access/notice via other method
Describe your Drinking-Water SystemOne Well supplies water to community centre, no treatment
List all water treatment chemicals used over this reporting period
None
Were any significant expenses incurred to?Install required equipmentRepair required equipmentReplace required equipment
2 Describe
Provide details on the notices submitted in accordance with subsection 18(1) of the Safe
Number Range of Range of - Number Range of I-WCof EColi or Fecal Total of HPC ResultsSamples Results Coliform Samples (Th#)
(#-#) Results
Drinking-Water Act or section 16-4 of Schedule 16 of O.Reg.170/03 and reported toSpills Action Centre?
Microbiological testing done under section 8 (2) during this reporting period
21
Municipality of Brighton 2007 Annual Report on Drinking Water Quality
Raw 25 <1 <1
Treated
Distribution
Operational testing done under Schedule 7. 8 or 9 during the period covered by this
_Turbidity
_Chlorine
• Fluoride (If theOWS provides
, fluoridation)
I NOTE: Record the unit of measure if it is not milligrams per litre.
Summary of additional testing and sampling carried out in accordance with the
I I Result
3 Paramete 4 Sample Value S Unit of 6 Exceedan
r Date Measure ce
5.1 Antimo
‘ Arsenic
_BariumBoron
[ Cadmium
5.1 Chromhim
[ 5.1 LeadLjcj.cury
I_SeleniumUranium IFluoride
Nitrite
Annual Report.Number ofGrabSamples
Range of Resultsf-u -u“n-It
NOTE: For continuousmonitors use 8760 as thenumber of samples.
Summary of Inorganic parameters tested during Uris reporting period or most recent
-fl
Municipality of Brighton 2007 Annual Report on Drinking Water Quality
Nitrate I I
Summary of Organic parameters sampled during this reporting neriod or most recentParameter
Samp!e Date Result Value Unit of Exceedance- Measure
Alachior
Aldicarb
Aithin + Dieldrin
Atazthe + N-dealkylated metobolites
Azinphos-metbyl
Bendiocarb
Benzene
Benzo(a)pyrene
Brornoxynil
Carbaryl
Carbofluran
Carbon Tetracliloride
Chiordane (Total)
Clilorpyrifos
Cvanazthe
Diazüuon
Dicamba
l,2-Dichlorobenzene
I ,4-Dichlorebenzene
Dichlorodiphenylthcffloroethane (DDT) ±
metabolitesI ,2-Dichloroethane
1,1-Dicliloroethylene(vinylidene chloride)Dichioromethane
2-4 DicHorophenol
2,4-Diclilorophenoxy acetic acid (2,4-D)
Diclofop-methyl
Dimethoate
Dinoseb
Diquat
Diuron
Glyphosate
Heptaclilor ÷ HeptacHor Epoxide
Linadane (Total)
23
Municipality of Brighton 2007 Annual Report on Drinking Water Quality
Malathion
Methoxychior
Metolachior
Methbuzin
MonocLilorobenzene
Paraquat
Parathion
Pentachiorophenol
Phorate
Picloram
Polychlodnated Biphenvls(PCB)
Prometrvne
Simazine
Tifivi(NOTE: show latest quarterly average)
Temephos
Terbufos
Tetrachloroethylene
2,3,4,6-Tetracifiorophenol
Tñallate
Trichloroethylene
2,4,6-THcfflorophenol
2,4 ,5-Thchlorophenoxy acetic acid (2,4,5-
T)Trifluralin I I______________
• Vinyl Chloride I______________
List any Inorganic or Organic parameter(s) that exceeded half the standard prescribed
in Schedule 2 of Ontario Drinking Water Quality Standards.Parameter Result Value Unit of Measure ) Date of Sample
(Only if category is lar2e municipal residential, small municipal residential, large municipal non residential, small
municipal non residential, large non municipal non residenciab
71
Municipality of Brighton 2007 Annual Report on Drinking Water Quality
Appendix 4
Drinking-System Regulations O.Reg.Part III Form 2Section 11. ANNUAL REPORT.
170103
Drinking-Water System Number:Drinking-Water System Name:Drinking-Water System Owner:Drinking-Water System Category:Period being reported:
Municipality of BrightonSmall Municipal none ResidentialJanauryl/05- December 31/07
H
Note: For the following tables below, additional rows or columns may be added or an{ppendix may be attached to the report
List all Drinking-Water Systems (if any), which receive all of their drinking water from yoursystem.
Drinking Water System Name Drinking Water System Number
260033800Hilton Hall
Complete if your Category is Large MunicipalResidential or Small Municipal Residential
than 10,000 people?Does your Drinking-Water System serve more
Complete for all other Categoriei
Yes [1 No [1
Is your annual report available to the public at
Yes [] No [1no charge on a web site on the Intemet?
Number of Designated Facilities served:
Location where Summaryunder 0. Reg. 170/03
Did you provide a copy of your annual report
available for inspection.
Report required
to all Designated Facilities you serve?Yes [1 No [1
Schedule 22 will beNumber of Interested Authorities you reportto:0
Did you provide a copy of your annual reportto all Interested Authorities you report to foreach Designated Facility?Yes[] No[]
25
Municipality of Brighton 2007 Annual Report on Drinking Water Quality
Did you provide a copy of your annual report to all Drinking-Water System owners that are
connected to you and to whom you provide all of its drinking water?
Yes [1 No [
Indicate how you notified system users that your am-iual report is available, and is free of
charge.
x j Public accessmnotice via the web
[xj Public access/notice via Government Office
[x} Public access/notice via a newspaper
[ ] Public access/notice via Public Request
Public access/notice via a Public Library
] Public access/notice via other method
_____________________________________
Describe your Drinking-Water System
One well supplies water to Hall, inline filter and UV for disinfection.
List all water treatment chemicals used over this reporting period
None
Were any significant expenses incurred to?
Install required equipment
Repair required equipmentReplace required equipment
7 Please provide a brief description and a breakdown ofmonetary expenses incurred
Provide details on the notices submitted in accordance with subsection 18(j) of the Safe
Drinking-Water Act or section 16-4 of Schedule 16 of O.Reg.170/03 and reported to
Spills Action Centre
Incident Date Parameter Result Unit of Corrective Action Corrective
: Measure Action Date
ebrua 2 /07 Backeround ij5i00mLr iat
February 22/07
,
-flushed and resample
26
Municipality of Brighton 2007 Annual Report on Drinking Water Quality
I I
Microbiological testing done under the Schedule 10, 11 or 12 of Regulation 170/03,during this reporting period.
Number Range of E.Coli Range of Total Number Range of KPCof Or Fetal Coilform Results of HPC ResuLtsSamples Results (mm #)-(max # Samples (mm #)-(max #)
(mm #)-(max #)
Treated 24 <1 <1-6ets/lOOmI
Operational testing done under Schedule 7, 8 or 9 of Regulation 170/03 during the periodcovered by this Annual Report.
Number of Range of ResultsGrab (ruin )-(max #)Samples
Turbidity
Chlorine
Fluoride (If theDWS providesfluoridation)
NOTE: For continuousmonitors use 8760 as thenumber of samples.
NOTE: Record the unit of measure if it is not milligrams per litre.
Summary of additional testing and sampling carried out in accordance with therequirement of an approval, order or other legal instrument.
Date of legal instrument Parameter Date Sampled Result Unit of Measureissued
Summary of Inorganic parameters tested during this reporting period or the most recentsample results
Parameter Sample Date Tatsult Value Unit of Measure ceedance
Antimony
Arsenic
Barium
BoronCadmium
27
Municipality of Brighton 2007 Annual Report on Drinking Water Quality
Ch rom urn
Lead
Mercury
Selenium
Sodium F
Uranium
Fluoride
Nithte f DecIJ/05 <0.1 mg/I noNiate Dec 13/05 0.8 mg/I no
Summary of Organic parameters sampled
sample resultsduring this reporting period or the most recent
Parametersample Result Value Unit of Exceedance
Date Measure
Alachior
Aldicarb
Aldrin - Dicithmn
_Atrazine ± N-dealkvlated metobolites
Aziaphos-metbyl
Bendiocarb
Benzene
Benzo(a)pyrene
Bromoxynil
Carbaryl
Carbothran
Carbon Tenacliloride
Chiordane (Total)
Chiorpyrifos
_CyanazineDiazinon
Dicamba
1 ,2-Dichlorobenzene
1 ,4-Dichlorobenzene
Dichlorodiphenyltrichloroethane (DDT) ±
metabolitesI ,2-Dichloroethane
1, t-Dicliloroethylene(vinvhdene_chloride)Dicliloromethane
2-4 Dichlorophenol
t 2.4-Dichiorophenoxy aceüc acid (2,4-D)
Diclofop-methyl
‘Dünethoate
28
I— -
Municipality of Brighton 2007 Annual Report on Drinking Water Quality
Dinoseb
Diquat
Diuron
Glvphosate
HeptaclUor ± Heptachior EpoxideLindane (Total)
Malathion
Methoxychlor
fvletolachlor
[_Methbuzinr1onocorobeurene
Paraquat
Parathion
PenmcNorophenol
Phorate- -
Picloram- -
-
Polychiorinated Hiphenyls(PCB)Prometrvne
S inuzine
THM(NOTE: show latest annual average)Temephos
Terbufos
Tetnchioroethylene2,3,4,6-TetracifiorophenolTriallate
Trichloroethylene2,4,6-Trichlorophenol
2,4,5-Trichlorophenoxy acetic acid (2,4,5-T)Thfluralth
Vinyl Chloride
List any Inorganic or Organic parameter(s) that exceeded halfin Schedule 2 of Ontario Drinking Water Quality Standards.
Parameter Result Value of Measure Date of Sample
(Only if DWS categoiy is large municipal residential, small municipal residential, large municipalnon residentiaL non municipal year round residential, large non municipal non residential)
the standard prescribed
29
Municipality of Brighton 2007 Annual Report on Drinking Water Quality
3
Municipality of Brighton WPCP Annual Report 2007
MlslththPai1P1 of
tonWASTEWATER POLLUTION CONTROL PLANT
ANNUAL REPORT
2007MINISTRY OF ENVIRONMENT - CERTIFICATE OF APPROVAL NUMBER 3-0521-00-006
SEWAGE WORKS NUMBER I 1000095J
Municipality elBrighton WPCP Annual Report 2007
TABLE OF CONTENTS
1.0 INTRODUCTION
> Classification and Control Document Informatiom
2.0 CONTACT INFORMATION
> OwnerOperator contact information
3.0 WASTEWATER TREATMENT PLANT & TREATMENT PROCESS
4.0 CO?vWLLANCE WITH TERMS AND CONDITIONS OF CERTIFICATE OF APPROVAL
4.1 PERFORMANCE4.1.1 Wastewater flows to the WPCP4.1.2 Waste Stabilization Pond Effluent Quality
4.1.3. Waste Stabilization Pond Loading
4.1.3 Wetland Effluent Quality
4.2 MONITORING AND RECORDING> Table Vifi — Compliance to sampling frequency
> Table V— Waste Stabilization Pond — weekly lab results
> Table VI—Wetland Final Effluent — weekly lab results
> Table VII- Lagoon Loading- from weekly lab results
> Table IX- X - Brighton WPCP Performance
4.3 OPERATION AND MAINTENANCE> Summar of Operations> Summary of Maintenance> Summary of Envfronmental or Operating Problems
4.4 REPORTING
5.0 CONCLUSION
Municipality of Brighton WPCP Annual Report 2007
1.0 INTRODUCTION
The Municipality of Brighton is pleased to present its Annual Performance Report for wastewatertreatment for the operating period of January Ito December 31, 2007.
Brighton’s Water PollutiOn Control Plant services a population of approximately 6,070 consistingof 2,510 residential and 170 commercial accounts. The Ontario Environmental TrainingConsortium Certification Office (OETC) classifies the Water Pollution Control Plant asWastewater Treatment Class 1 facility and Wastewater Collection Class 2 collection system.
-
The Brighton Wastewater Pollution Control Plant operates under Certificate of Approval number3-0521-99-006 issued by the Ministry of Environment.
CONTROL DOCUMENT INFORMATION
Effluent EffluentType of Control Number Issue Date Monitoring Reporting
Document Requirements Requirements(Yes/No) (Yes/No)
C of A 3-0521-99-006 7/09/99 YES YESSewage Works
C of A Sludge 3-0381-96-006 8/01/96 N/A N/ADrying Beds
CofA A710120 2/05/97 N/A N/AComposting Site
There were no biosolids pumped to the drying beds during this reporting period and no materialwas utilized or removed from the compostihg site.
7
Municipality of Brighton wpcp Annual Report 2007
2.0 CONTACT INFORJW4TION
For information or questions regarding this report please contact:
The Corporation of the Municipality of Brighton
35 Mice Street, P.O. Box 189
Brighton, ON K0K 1HOTelephone: (613) 475-0670
Fax: (613) 475-3453
Jim Phillips, P.Eng., Director
Public Works & Environmental Services
67 Sharp RoadMunicipality of BrightonTelephone: (613) 475-1162
Fax: (613) 475-2599
Brighton WPCP Operators: Wawie Pearson, WWT VWWC II. Operator-in-Charge
Brighton WPCP & Public Works Urban Road Foreman
Telephone: (613) 475-0666
Fax: (613) 475-2599
Keith Lee, WDSV WWTIIWWC II Operator
Public Works & Environmental Services
Telephone: (613) 475-1 162
Scott Hodgson, OIT Operator
Public Works & Environmental Services
Telephone: (613) 475-1162
Consultant: John Pries. C.E.T.CH2M HILL Canada Ltd.
180 King St. S., Suite 600
Waterloo, ON., N2J 1PS
Telephone: (519) 579-3500
Accredited Laboratory: Caduceon Environmental Laboratories
285 Dalton Ave., Kingston, ON K7M 6Z1
Phone: (613) 544-2001
Fax: (613) 544-2770
3
Municipality of flrighton WFCP Annual Report 2007
3.0 WASTEWATER TREATMENT PLANT DESCRIPTION & TREATMENT PROCESS
The sewage works in Brighton consists of:
> a 0.7 hectare aerated lagoon (lagoon #1) with two mechanical surface aerators. The effluentfrom the aeration lagoon passes through a chemical mixing chamber where alum is addedbefore entering the waste stabilization pond; -
a 5.44 hectare waste stabilization pond (lagoon #2) is a facultative lagoon where wastewaterstabilization is carried out by a combination of aerobic, anaerobic and facultative bacteria.a constructed wetland having a surface area of 6.2 hectare, located south of the existing wastestabilization pond consisting of Wetland Cell #1 (north cell) and Wetland Cell #2 (soitth cell)with alternating deep zones and vegetative terraces. The effluent from the constructedwetlands is continuous and discharges to a natural wetland that borders Presqu’ile Bay locatedoff the northeast shore of Lake Ontario;
> a 2-cell drying bed to service the existing sewage treatment lagoons; sludge that accumulates inthe lagoons may be periodically pumped to drying beds.
The hydraulic capacity of the sewage works was re-rated to 4,600 m3/day when the constructedwetland was incorporated to the treatment system in the summer of 2000. Approximately 35% ofthe sanitary sewage from the Brighton collection system flows by gravity to the aerated lagoon; theremainder of the flow (65%) was collected at the Harbour Street Sewage Pumping Station where itis pumped through a forcemath to the WPCP. The pumping station is equipped with three dry wellcenthfligal pumps that pump wastewater through a forcemain to the aerated lagoon. A standbydiesel generator is on-site (replaced in September of 2005) at the pumping station to provideelectricity to the pumps during power outage events.
Brighton’s wastewater treatment system is a simple low-tech approach based on purifying thewastewater through biological activity in a lagoon-based system. Raw wastewater enters theaerated lagoon (lagoon #1) where it is mixed and oxygenated. The added oxygen from aerationallows aerobic microorganisms to reduce organic matter and nutrients, and reduces odour potentialin the wastewater. The effluent from the aerated lagoon then passes through a mixing chamberwhere Alum (Aluminum Sulfate) is added. Mum is a flocculent used in wastewater ponds toprecipitate soluble phosphorus and aids in the settling of many other substances. The effluent thenflows to the waste stabilization pond (lagoon #2) where the bound solids settle to the bottom andthe organic portions are decomposed though microbial action. Dissolved materials such as nitrogenand phosphorous are used by green algae in the pond for cell growth. The effluent from the wastestabilization pond then enters the constructed wetland for final polishing where the water is furtherfiltered and cleansed. The natural processes occurring in the lagoons and wetland system producea good quality effluent that is monitored regularly by licensed operators. Treatment performancefrom lagoon-based systems is susceptible to low temperature conditions and associated negativeeffects on biological treatment performance. Ammonia removal rates and microbial growthtypically decrease with lower temperatures. The Certificate of Approval provides changes inconcentration limits for Ammonia in the waste stabilization pond and constructed wetlands fromOctober to April to provide allowances for cold temperatures that result in lower nitrification rates.
Analyses are taken in both the influent (raw sewage) and the effluent at the lagoon and wetlands todetermine the amount of treatment achieved. The results must comply with MOE guidelines andCertificate of Approval effluent concentration limits and objectives.
4
Municipality of Brighton WPCP Annual Report 2007
4.0 COMPLIANCE WITH TERMS AND CONEITIONS OF CERTifICATE OF
APPROVAL
4.1 Performance
4.1.1 Wastewater Flow to the !VPC’P
CerqJicate ofApproval 2.(a) The Owner shall ensure that the flow of sewage into the sewage
treatment works does not exceed the average daily flow of 4,600 m3/day for a period of any twelve
(12) consecutive calendar months.
The average daily flow for 2007 was 3,108 m3lday, which represents 67.6% of the average day
design capacity of 4,600 m3/day. The maximum annual daily flow for 2007 occurred on April 17,
2007 where heavy precipitation contributed to a peak flow of 7,653 m3/day. Peak monthly flow of
14S,787 m3 occurred in April due to precipitation that month. Annual flow of sewage to the WPCP
was 1,135,399 in 2007 with approximately 56% of the wastewater entered via the pumping station
and 44% flowing by gravity from the remainder of the sanitary collection system.
Table I — Monthly Sewage In-flow to Treatment Plant
Date Total Flow m3 Av. Flow Max. Day Flow % (Avg.Day/Designm /Day m3 Capacity)
JAN j 140,264 4525 7166 98%
FEB 78,345 2798 3306 60%
MAR 120,276 3880 6381 I 84%
APR 148,787 I 4960 7653 E 108%
MAY 1 113,879 3674 6592 80%
JUN 84,874 2829 3370 62%
JUL 78,451 2531 3313 55%
AUG 72,287 2332 2650 51%
SEP 67372 2246 2763 49%
OCT 70,893 2287 2650 50%
NOV 73,350 2445 2966 53%
DEC 1 86,621 2794 5682 61%
ANNUAL 1 1,135,399 3108 4541 68%
Volume of influent of wastewater to lagoon #2 measured 1,135,399 m3 See Table H.
Average per capita daily wastewater flow from Brighton WWTP was approximately 0.51
m3/capita in 2007, which includes domestic, industrial and commercial contributions as xvell as
infiltration and inflow. (Based on a population of 6,070 and an average daily flow of 3,108
m3!day.)
Municipality of Brighton WPCP Annual Report 2007
The total flow of wastewater to the treatment plant in 2006 was 1,388,797 m3, flows in 2007 wereapproximately 8% less due to decreased precipitation throughout the year
Table II- Annual Flows to the WPCP
Date 2007 2006 2005 2004 2003JAN 140,264 135,919 120,016 99,348 72,557FEB 78,345 116,375 91,820 72,900 68,753MAR 120,276 108,727 93,266 139,521 121,860APR 148,787 123,600 137,108 137,429 120,487MAY 113,879 107,899 90,800 107,407 125,924JUN 84,874 92,457 70,223 91,458 100,143JUL 78,451 96,755 68,654 99,697 74,838AUG 72,287 78,674 60,800 113,708 71,274SEP 67,372 85,449 76,665 110,785 68,544OCT 70,893 145,412 89,040 80,535 81,242NOV 73,350 143,914 102,228 90,949 109,618DEC 86,621 153,616 103,019 149,474 123,796
ANNUAL 1,135,399 1,388,797 1,103,699 1,293,211 1,1 39,036
4.1.2 Waste Stabilization Pond Effluent Quality
cei-qficate ofApproval 2.(b) The owner shall design, construct andlor operate the sewagetreatment works such that the concentrations of the materials named below as effluent parametersare not exceeded in the effluent from the waste stabilization pond:
Table III — C of A Waste Stabilization Pond Effluent Parameters
Effluent Parameters
Total Phosphorus
Concentration in Effluent
1.0 mg/L
Loading in Effluent
4.6 kg./day
CBOD5 30.0 mg/L 138.0 kg./daySuspended Solids 40.0 mg!L 184.0 kg./dayAmmonia & Ammonium Nitrogen(May 1 to Oct. 30)’ 14.0 ing/L1 64.4 kg./day’(Nov. 1 to Apr. 30)2 17.0 mg/L2 78.2 kg/day2
6
Municipality of Brighton WPCP Annual Report 2007
Waste Stabilization Pond Effluent Summary:
> The Biological Oxygen Demand is the amount of oxygen used by micro-organisms as they
decompose organic matter in the effluent sample for five days. High BOD in effluent means alarge quantity of oxygen was needed to break down the organic matter and identifies a largeamount of organic matter in the effluent indicating inadequate treatment. The CBOD5 averageconcentration from the waste stabilization pond effluent in 2007 was 4.92mg/L; the C of Alimit is 30.0 mg/L CBOD5 based on the average concentration of all samples taken.
> Total Suspended Solids in effluent are composed of settleable solids and nonsettleable solids
depending on the size, shape and weight of the solid particles; large sized particles tend tosettle more rapidly and are largely removed in the waste stabilization pond. Suspended Solids
concentration limit from the waste stabilization pond effluent is 40.0 mg/L. The annual
average of Total Suspended Solids was 10.45 m/L from the waste stabilization pond.> Total Phosphoms (TP) refers to the amount of phosphorus in a sample. Excess TP stimulates
algae and weed growth that may cause fluctuations in dissolved oxygen in the receiving
waters. Total Phosphorus limits for the waste stabilization pond is based on the monthly
average concentration of the parameter; the C of A limit is 1.0 mg’L TP. Monthly average
concentration of Total Phosphorus in 2007 ranged from 0.07-0.58 mgiL.> C of A limits for Ammonia change from May to October at 14.0 mgIL and Nov.-Apr. at 17.0
mgIL. Non-compliance with respect to concentrations of (Ammonia + Ammonium) Nitrogen
in the effluent is deemed to have occurred when the ‘monthly average’ concentration of the
parameter listed in Table ifi is exceeded in any calendar month. Ammonia concentrations
from May to October ranged from 6.63-12.88 mg/L; and from 7.13-17.83 mgIL in November
to April.
A summary of the Lagoon Loading is provided in Table VU.
A summary of the overall performance of the wastewater system is provided in Table DC
4.1 3 Wetland Effluent Quality
Certificate of Approval 5.(a) the Owner shall use best effort to operate the sewage treatment
works with the objective that the concentrations of the materials named below as effluent
parameters are not exceeded in the effluent from constructed wetland:
Table flY— C of A Constructed Wetland Effluent Objectives
CBOD5 15.0mg/I.
Suspended Solids 15.0 mg/L
Ammonia ± Ammonium Nitrogen
(May 1 to October30)’ 70.0 mg/L
(flovember 1 to April 39)2 15.0mg/i.2
0.80 malL
Constructed Wetland Effluent Parameter Concentration
Total Phosphorus
7
Municipality of Brighton WPCP Aimual Report 2007
Wetland Effluent Summary:
> The average concentration of CBOD5 from the constructed wetland effluent in 2007 was 4.02mgIL; the C of A objective is 15.0 mg/I. CBOD5 based on the average concentration of allsamples taken.
> Suspended Solids concentration limit from the constructed wetland effluent is 15.0 mgJL. Theannual average concentration of Total Suspended Solids was 7.41 mg/L from the constructedwetland based on the average concentration of all samples taken. -
> Total Phosphorus limits for the constructed wetland is based on the monthly averageconcentration of the parameter; the C of A limit is 0.80 mgIL. Monthly average concentrationsof Total Phosphorus in 2007 ranged from 0.08-0.70 mg/L.
> Limits for Ammonia change from May to October at 10.0 mgIL and Nov.-Apr. at 15.0 mg.L.Non-compliance with respect to concentrations of (Ammonia ± Ammonium) Nitrogen in theeffluent is deemed to have occurred when the ‘monthly average’ concentration of theparameter listed in Table IV is exceeded in any calendar month. Ammonia concentrationsfrom May to October ranged from 2.18 — 9.25 mg/L; and from 7.52 — 16.50 mgIL fromNovember to April.
>- There was one exceedance in December 2007 as defined in the Certificate of Approval.Ammonia, one of the parameters with respect to concentration from the constructed wetlandeffluent was noted and since they are only guidelines the level was documented.
> Lack of sunlight, plant production, decreased temperatures and ice cover in winter monthsdirectly affects treatment capability of a natural treatment process by limiting dissolved oxygenconcentrations which may contribute to elevated food to microorganism ratio (F:M) conditions.Algae and plants consume nitrogen and phosphorus in the wastewater; lack of this activity inwinter months limits the reduction of Ammonia and Phosphorus in the final effluent.
Certificate of Approval (5j(b) states that the geometric mean density of E. Coli should notexceed 200 organisms per 100 ml. for any calendar month. E. coli are sampled once a month fromIhe waste stabilization pond basis as per C of A. See Tables Vand fri representing the weekl’ labjesuits of the Waste Stabilization Pond and Wetland Effluent including monthly E. Coli results.E. Coli levels were above 200 organisms per 100 ml on four occasions in the lagoon and fouroccasions in the wetland. See Tables V & VI
4.2 MonitorinE and Recording
Certificate of Approval 4.(a) Annual calibration of flow measuring devices was perfonned onDecember 5, 2007. -
Certificate of Approval 4.(b)(c)(d) — Table Vifi demonstrates compliance with frequency ofsampling of raw sewage, waste stabilization pond effluent and wetland effluent.
8
Municipality of Brighton .XXPCP Annual Report 2007
4.3 Operation and Maintenance
Table VWASTE POND EFPLUFNT-2007 —
DATE b%oo - TSS I P 7 P Ajnmolia Anynonta TRW’ NitnIe NY 41tcnt
SofA mqt 4O,n31. LOm;t j IL*y.OdttA Mtf m mt man. 2XI1Onfmo
COOD results °2 recorded as 1.0 MonthtjAv. lNov.Aprl 17 Awemqe —
2-J 100 2.00 Q - 8.90 11.00 010 1.00 100
fl-clan 2.00 2.00 0.08 870 9.00 010 110
.!$164Jdn 3.00 200 007 6.50 8.00 0.10 1.30
2X3an 2.00 8.00 010 4.40 8.30 0.10 1.40
!303ãn 2.00 12.00 120 9.40 11.0 0.10 Ii
1-. 2.20 4.80 I - 9.5r 0.10 1.18 100
1.rdb 4,00 14.00 ê26 I ¶5.00 1400 0.10 0.30 300
fj4pd 9.00 2,00 010 15.70 16.00 010 0.30
i!J1’èb 10.00 13.00 0.35 17.90 17.00 0.10 0.40
fl2Z3Feb 2.00 20.00 0.80 17.30 19.00 0.10 0.20
: 6.25 1225 —030
W6Mat 14.00 46.00 COOL 19.90 20.00 0.10 020 7300
u4t3r 2.00 62.00 100 20.10 1900 010 0.20
.H204.4& 9.00 3100 010 13.20 12,00 0.10 1.00
2t,Mar 2.00 8.00 020 I 12.90 [ iaoo 0.10 0.90
6.75 3Z00 1535. : USa
. Ai 5.00 12.00 020 I 12.00 j__ 13.00 0.10 0.70 20
. i6Afr 15.00 29.00 020 ‘ 1.20 I 13.00 0.10 0.90
*t7-$r 8.00 flOG 0.63 720 10.00 0.10 1.00
:. .2+Afr 3.00 20.00 080 . 3.00 9.00 010 1.30
. ‘‘.n4...% I I775 .
1125 0.98
15.00 14.00 0.40 4.90 1000 010 0.90 100
fl 10.00 25.00 060 6.60 3.60 10.00 0.60 120
iSMay 7.00 13.00 0.20 7.80 11.00 0.10 0.60
tfl41ay 200 8.00 005 6.30 11.00. 0.40 0.50
S*294&y 4.00 14.00 0.50 7.50 . 12.00 0,20 0.20
‘.. — T60 14.80 —‘
.0.68
‘n 4.00 5.00 0.10 11.90 ¶5.00 0.10 0.10 54
-.jin 9.00 7.00 0.33 14.30 16.00 0.10 0.10
2.00 6.00 0.35 8.10 ¶4.00 0.10 2.60
4.00 4.00 0.22 8.70 00 0.50 0.10
. 475 . ._5.50..:. 330 0.73
3.00 4.00 0.12 12.20 1200 0.10 0.10 1000
200 1200 0.17 11.40 I 16.00 0.10 0.10
100 2.00 033 13.80 14.00 0.20 0.10
100 8.00 13.10 17.00 0.10 0.10
5.00 14.00 OW 2* 13.40 . 11400 0.20 010
280 &00 —-—:4t6fl 010
t 200 7.000.11 5.10 .H .6.00 250 0201 27
4r 6.00 11.00 0.08 .
7.00 . 9.00 0.20 0.10
‘l?AIl 4.00 4.00 0.03 5.30 :Y: 7.00 0.30 0.50
11.00 zoo o.oa .., -9.10 . . 12.00 0.60
575 6.00 .
. 0.301
‘ 200 2.00 0.08 ¶2.00 12.00 0.10 0.20 100
rs 7.00 2.00 007 12.20 13.00 0.10 0.40
200 6.00 01 8.50 11.00 0.20 100
S_ 6.00 7.00 0.02 7.50 iSQ. 0.10 1.10
. .‘ 425 . 425 .flOG GSa.
¶4.00 3.00 0.14 11.20 I 12.00 0.1 0.6 100
100 3 0.10 8.90 10.00 0.10 0.70
200 300 0.09 9.00 16.00 0.10 090
b 8.00 2.00 011 14.00 15.00 0.20 1.20
5 8.00 0.10 11 70 16.00 0.20 1.30
5:20 .. 3.80 .. .T43:sôj. 0.94
200 5.00 0.16 1500 *1:18.00 0.20 0.90 100
200 200 0.01 13 0 .: 16 0.30 090
. 3 2.00 0.21 17.60 . 18.00 0.57 1.33
‘!:3*7;têd 200 6.00 0.18 15:30 .. 1700 0.10 0.90
‘1:’:22& .375u. .014 e.Kiiaz5 .j.j *.
.:‘.:-‘4o 200 5.00 0.16 15.60 ‘e-, 19.00 0.10 1.00 100
‘I10ec 2 2.00 0.14 I 20.30 20 0.10 0.60
IS-Ceo 3.00 I 2.00 ...2iL. I 21.50 i2QLi1i 0.20
9
Municipality of Brighton WPCP Annual Report 2007
Table VI
DATE I CBOD5 755 7? 7? Month Arnmonia(N) NN Month ThN MInts Mtrate 0. CcliBOO <2mp& recorded as 1 .0 weekly Avenge Average (N) (N):.r2jan 2.00 3.00 0.12 770 9.00 0.10 1.40 100
ill §i,llán 2.00 3.00 116 TOO 7.00 0,10 1.40.itffJäñ 3.00 2.00 0.08 590 7,00 0.10 1.10*t2y.jhn 2.00 3.00 0.08 6.60 9.00 0.10 1.40
,. 3OJañ 2.00 11.00 1.40 1040 9.40 0.10 0.602 2.20 4.40 t,x5zS .&_ 0.10 118
ZOO 13.00 0.17 13.30 13.00 0.10 0.10 100:I4435 4.00 5.00 0.10
. 13.60 15.00 0.10 0.10:2êflt 6.00 11.00 021 12.90 17.00 0.10 0,20
2.00 10.00 0.30 13.20 14.00 010 0.20...3 3.50 9.75 iTh1lW 1475 0.15
Mr 8.00 16.00 0.50 18.00 18.00 010 0.30 1100ZOO 10.00 1.90 18.50 18.00 0.10 040
2e.M 10.00 38.00 0.30 13.60 13.00 010 010Mài’ 2.00 2.00 0.10 1010 12.00 0.10 0.90
4 5.50 16.50 15.25éAp 200 8.00 0.10 160 8.00 010 1.30 40
-44 600 300 0.10 8.20 13.00 0.10 1.904.00 900 0.50 530 8_au 0.10 1402.00 10.00 040 3.30 6.00 0.10 060
5 3_So 750 8.75.Prit-May 9.00 6900 0.40 200 400 0_la 120 13;WI8-May 4_Do 5.00 0.30 0.50 2.00 0_la 0.60wtts,ia 5.00 6.00 010 0.70 4.00 0.10 0.20&l2ZMay 200 7.00 0.02 2.50 400 020 0.30‘f!9.Miy 2.00 400 0.10 5.20 700 0.10 0.10
6 4.40 1820 0.18 4.20J.tSJ1u1 500 5.00 0,17 8.10 10.00 010 010 45mciun 900 3.00 0.15 11.30 12.00 010 0.1091ilun 2.00 2.00 0.29 ‘ 8.00 14.00 010 0.10$e#Wuii 300 3.00 0.32 6.30 10.00 0.10 110
7 475 3.25 0.23 11501t13tniI 2.00 8.00 0.29 800 8.00 0.10 010 1000WlOJul 200 7.00 0.15 6.60 10.00 010 0.10ltWJtT’Jbl 2.00 200 0.50 990 11.00 0.10 0.10144ii 2.00 7,00 0.36 10.90 13.00 0.10 010
6.00 14.00 0.41 11.00 13.00 0.10 0.10<8 2.80 7.60 .0.34 11.00
iWuä 2.00 2MG 0.43 9.50 .7 10.00 010 0.10mtAh9 6.00 11.00 0.32 4.20 8.00 0.10 a_lafltg zoo 7.00 019 6 ‘tSøL. 7.00 0.10 010
11.00 2.00 0.63 6.40 ‘EN 10.00 0.10 0_la
‘E41g 5.25 5.50 0.39 8.75Bèi 2.00 5.00 0.21 8.20 iW 9.00 0.10 0.10 100IS’41tid 13,00 200 0.26 9.50 flW’ 11.00 0.10 0.10tà4i 4.00 5.00 0.16 8.70 ll.oa 0.10 0.10.tsSe 6.00 6.00 060 10.60
..11.00 0.10 o.ia
‘ 10 6.25 450 0.31i12Ott 1400 8MG 027 9.40 10.00 010 u_la2fOtt 020 500 007 660 700 0.10 0.10
16-Ott 2.00 2.00 002 4.50 11.00 021 0.1023-tcl 800 2.00 0.17 1080 12.00 010 0.1030.001 400 6.00 .l 13.6 — 13.00 0.10 0.10
5.64 460 0.13 ifi_H:lia.so6-Nov 400 400 0.09 1300 14.00 0.10 0.20 100
13-Nov 2.00 2.00 0.04 14.20 14.00 020 0.4026-Nov 2.00 2.00 0.11 14.70 16.00 0.03 130
r,.27-N0v 2.00 2.00 007 16.50 17.00 0.10 0.10. 2.50 2.60 0.08 1525
*4’Dée 200 5.00 DII 15.10 17.00 0.10 0.90l1.Dec 2.00 2.00 0.10 20.00 1900 0.10 050
41&Dc 2.00 200 0.10 17.50
.____
20.00 010 02011V712005 2.00 9.00 O.lO.. 13.40 17.00 0.10 0.40
WETLAND FINAL EFFLUENT
10
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140,
264
4,52
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20
995
480
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78,3
452,
798
625
1749
1225
12
0276
38
80
675
26
19
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148787
4,96
07
753
84
42
07
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113,
879
3674
76
02
79
214
.80
84,8
742,
829
47
51344
550
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78,4
512,
531
28
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72287
2,33
2575
1341
600
67,3
722,
246
425
954
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,693
22
67
6.20
1418
380
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2,44
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550
3.75
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86621
2,7
94
150
699
450
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32
24
94
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032
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4
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10
1650
46
17
038
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6
6411
1575
61
11
058
223
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11.2
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23
23.5
110
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39;6
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18
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3961
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071
32
58
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36
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21.7
2713
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34
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16
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__________
14
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61653
__
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10292
_____
850
__
__
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__
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640
__________
1556
1075
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20
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88
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1399
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917
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)
Muniipalhy of Brighton WPCP Annual Report 2007
Table VIIICerUficate of Analysis 4.(b) Samples of raw sewage shall be collected at locations acceptableto the District Manager and analyzed for at least parameters 1 to 4 at the indicated
minimum frequencies; parameters 5 to 8 are taken in order to analyze system performance.Raw Sewage Parameter Type of Sample Minimum Frequency jTotal # of Samples
1 CBOD5 grab monthly 1 122 Suspended Solids grab monthly 12
ITotal Phosphorus grab monthly 124 Total Kjeldahl Nitrogen grab monthly 125 Ammonia (N) I grab monthly 126 Nitrite (N) grab monthly 127 Nitrate (N) grab monthly 12
Certificate of Analysis 4(c) Samples of effluent from the waste stabilization pond shall becollected at locations acceptable to the District Manager and analysed for at least thefollowing parameters(1-10) at the indicated minimum frequencies.
Waste Stabilization Type of Sample Minimum Frequency Total # of SamplesPond Effluentparameter u U
1 CBOD5 grab weekly 522 Suspended Solids grab weekly 523 Total Phosphorus grab weekly 524 Total Kjeldahl Nitrogen grab weekly 525 Ammonia (N) grab weekly 526 Nitrite (N) grab weekly 527 Nitrate (N) grab weekly 528 pH grab weekly 529 Temperature grab weekly 52
10 E. Coli grab monthly 12
Certificate of Analysis 4.(d) Samples of effluent from the constructed wetland shall be collectedat locations acceptable to the District Manaqer and analysed for at least the followinq parameters (1-9) at the indicated minimum frequencies. E. CoIl is sampled to comply with C. of A.objective 5.(b).
constructed Wetland Type of Sample Minimum Frequency Total # of SamplesEffluent Parameter
1 CBOD5 grab weekly 522 Suspended Solids grab weekly 523 Total Phosphorus grab weekly 524 Total Kjeldahl Nitrogen grab weekly 525 Ammonia (N) grab weekly 526 Nitrite (N) grab weekly 527 Nftrate (N) grab weekly 528 pH
‘ grab weekly I 52Ternperature grabE. Coli I grab
910
weeklymonthly
5212
12
Muiiicipality of Brighton WPCP Annual Report 2007
Certificate of Approval (5j(c) stipulates that the Owner shall endeavour to operate the sewage
treatment worlcs such that the effluent will not contain any oil or other substance in amounts
sufficient to create a visible film or sheen on the surface of the receiving waters and shall be
essentially free of any floating material.
Occasional foaming was present where wastewater cascades over weirs or from outfalls; this
appears to occur on a seasonal basis.
Certificate of Approval 6.(a) refers to proper maintenance of related equipment and
appurtenances to operate sewage works, including finding for operator training.
In September of this year we replaced the stand-by Generator at the Harbour Street Pumpins
Station
An Operations and Maintenance Manual is in place at the Sewage Works. Continuing education
for operators is promoted by the municipality for wastewater treatment and collection as well as
health, safety, and technical related courses.
Certificate of Approval 7.(c) Flows through the Brighton Wastewater Treatment lagoons and
wetlands are continuous.
Certificate of Approval 7.(d)(i) Summary of all monitoring data including an oven’iew of the
sewage treatment program.
Certificate of Approval 7.(d)(ii) Interpretation of all monitoring and analytical data and
comparison to the final effluent quality and quantity.
Table IX Brighton WPCP Perfommnce Summary details results and efficiency of the sewage
treatment performance demonstrathig pollutant removal rates from raw sewage concentrations
through to final effluent for CBOD5. Suspended Solids, Total Phosphorus, TKN and Ammonia.
Table IX also demonstrates the success of Brighton’s WPCP natural treatment process, which
includes:> 92.9% CBOD5 removal
> 93.1% removal of Suspended Solids
> 94.4% removal of Phosphorus
> 60.9% removal of Nitrogen
> 57.7% removal of Ammonia.
Certificate of Approval 7.(d)(iii) Summary of any final effluent quality assurance or control
measures undertaken during the reporting period.
13
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C 0 —2
Municipality of Brighton WPCP Annual Report 2007.
Certificate of Approval 7.(d)(iv) Summary of maintenance carried out on major structure,
equipment, apparatus, mechanism forming part of the works.
> In January 2007 tile wet well at the Harbour Street Pumping Station was cleaned by a
contracted company.
Certificate of Approval 7.(d)(v) Summary of any environmental or operating problems
encountered and mitigative measures taken.
> Although there are no combined sanitary and storm sewers in Brighton, the collection system
is susceptible to higher flows with heavy precipitation events. Investigation of potential
incorrect sump pump connections in the community was commenced in 2006 to ensure that tile
discharge from sump pumps are not connected to the sanitary sewer system.
> Muskrat damage to the constructed wetlands have reduced plant oMh in the vegetated zones.
Seasonal trapping is being conducted to control muskrat population. This will become a yearly
on going situation due to the natural conditions for muskrats.
Certificate of Approval 7.(d)(vi) Summary of alterations, extensions or replacements in the
process or operation of the works which are considered for implementation over the next
reporting period.
Certificate of Approval 7.(d)(iv) Summary of calibration and maintenance procedures
conducted on all monitoring equipment
lvlilltronics performed annual calibration of flow meters at the Brighton WPCP on December 5th
2007.
4.4 Reporting — Non-Compliance
Certificate of Approval 7. (b) There was one non-compliance issues in this reporting period.
December of 2007 we reported to the Ministry of the Environment an exceedance of Ammonia
levels, our C of A stipulates that we do not exceed a level of 17 mg/L and we had a level of 17.83
mg!L.
16
0
Municipality of Brighton WPCP Annuat Report 2007
5.0 CONCLUSION
The Brighton Water Pollution Control Plant has been successflfl in treating the wastewaterutilizing the lagoons and wetlands through natural treatment processes. The final quality of theeffluent may be influenced by a majority of environmental factors such as climate or wildlife.Enhanced performance is exhibited during warmer months when nutrients are absorbed from thegrowth of vegetation and bacteria are most active. Wastewater effluent from the wastewaterpollution control plant (NVPCP) is tested at Caduceon Environmental Labs, a certified lab, on aweekly basis as per Certificate of Approval. The effluent quality from the lagoon and wetland siteto Presqu’ile Bay has met and/or exceeded the contaminant limits and objectives set under theterms and conditions of the Certificate of Approval. Brighton is dedicated to achieving continuousimprovement of its wastewater treatment system and being environmentally responsible to thequality of its receiving waters. -
- -
17
a