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Kincardine Wastewater Treatment System

2014 Annual Performance Report

Table of Contents

Section Page

1.0 Introduction

2.0 Summary and Interpretation of Monitoring Data

Table l Comparison of Alum Dosage and Percent Removal 2 Table 2 Final Et11uent Quality 2 Table 3 Design capacity 3

3.0 Groundwater and Leachate

Table 4 Groundwater and Leachate Flows

4.0 Et11uent Quality Control Measures

5.0 Maintenance Summary

Table 5 Maintenance Performed

6.0 Calibration and Maintenance of Monitoring Equipment

7.0 By-passes, Spills or Abnormal Discharge Events

8.0 Summary of Complaints

9.0 Operating Problems and Corrective Actions

10.0 Summary

4

4

5

6

6

6

7

7

7

8

List of Appendices

Appendix A Certificate of Approval #4648-SDVSSR

Appendix B Schematic Diagram of the Wastewater Treatment Facility

Appendix C Average Monthly Analytical Results Spreadsheet Monthly Summaries of Biweekly Sampling

Appendix D Final Et11uent Semi-Annual Results

Appendix E Leachate Semi-Annual Results

Appendix F Flow Meter Calibration Records

Appendix G Annual By-Pass and Leak Report

Appendix H Complaints Summary

Kincardine Wastewater Treatment Plant 2014 Annual Performance Report Page I

1.0 Introduction

The Kincardine Wastewater Treatment Plant consists of an aerated lagoon cell and two

conventional stabilization ponds. Alum is added to the Aerated Cell discharge to aid in

phosphorous removal. The final effluent is disinfected year-round by ultraviolet radiation

before being discharged to Lake Huron. A schematic of the overall system can be viewed

in Appendix B.

Section 11 (6) of Ce11ificate of Approval #4648-8DVSSR requires that an Annual

Performance Repo11 is prepared and outlines the information that must be contained

within it. A copy of the current Certificate of Approval is included in Appendix A.

2.0 Summary and Interpretation of Monitoring Data

Operations staff collected biweekly grab samples of raw sewage and lagoon final effluent

as well as semi-annual samples as required by the faci lity Certificate of Approval. All

samples were submitted to SGS Environmental Services for analysis. The analytical

results of the biweekly sampling are tracked in monthly spreadsheets. In turn, these

monthly results are summarized into a spreadsheet fo r the entire year. These

spreadsheets are included in Appendix C.

In 20 14, the ability of the Kincardine lagoon system to treat and remove waste is

comparable to previous years. Table 1 on the fo llowing page summarizes and compares

the alum dosages and the percent removals achieved over the last 5 years. There is no

BOD Percent Removal for 201 2 due to the fact that we test for CBOD on the final

effluent and BOD on the raw influent. This change occuned when the most recent C of

A was received in 201 1 and the effluent requirement for CBOD replaced BOD. As well,

the BOD Percent Removal in 2011 is not for the entire year but only from January to

April.

Kincardine Wastewater Treatment Plant 20 14 Annual Performance Report Page 2

Table 1 Comparison of Alum Dosage and Percent Removal

I -

I -

I ---

I I

2010 2011 2012 2013 2014 I

'

Alum Dosage mg/L 17.21 15.45 18.62 13.47 16.33

kg/day 62.28 63.72 63.62 63.74 61.79

Percent BOD 87% 86% -- -- --

Removal TSS 82% 82% 79% 80% 87%

TP 92% 90% 93% 91% 92%

TKN 45% 51% 52% 29% 36%

Note: The BOD Percent Removal 111 2011 1s only for January to April. There is no BOD Percent Removal after 20 I I due to the fact that we do not sample BOD on the final efnuent.

Table 2 compares the Final Effluent annual average quality to the effluent criteria

approved in Certificate of Approval #4648-8DVSSR. A low pH level of 5.8 1 was

recorded on April 12, probably due to an inaccurate reading. All other criteria in the C of

A were met.

Table 2 Final Effluent Quality

Effluent Parameter

CBOD5

Total Suspended Solids

Total Phosphorous

E.coli (monthly geometric mean density)

pH

Average Monthly Concentration (mg/L)

2014 C of A

7.8 30.0

14.2 40.0

0.2 l 1.0

12 200 E.coli I 100 mL

5.8 1- 8.13 6.0-9.5

#of Months Average Monthly C of A Limit Loading (kg/d) Exceeded 2014 Cof A

0 21 177.0

0 38 236.0

0 0.6 5.9

0

With the installation of the UV disinfection system in April 20 12, the effluent is now

disinfected year-round. In 20 14 the average UV dosage was 159 mj/cm2 with the range

spanning from 42 to 490 mj/cm2.


The 2014 final effluent semi-annual chemical analysis results are in Appendix D of this

report. All chemicals were within the Provincial Water Quality Objectives and/or less

than the Method Detection Limit with the exception of Aluminum, Cobalt and

C hromium.

Table 3 below compares the prec ipitation and flow data over the past 5 years. The

precipitation data was obtained from Environment Canada (Kincardine station).

Table 3 Design capacity

2010 2011 2012 2013** 2014

Overall Percentage 65% 75% 59% 69% --

of Design Capacity

Precipitation (mm) 953 821 674 952 777

Design Capacity 15 45 5 37 --

Exceedences (days)

Annual Ju.fluent 1,398,765 1,630,364 1,277,245 1,490,905 --

Flow (m3)

Annual Effluent 1,065,881 1,247,954* 462,493* 97 1,500 1,044,58 1

Flow (m3)

*There was no flow data from December 13, 20 11 to March 29, 20 12 due to construction for the UV installation * *2013 lnfluent Flow data and Design Capacity data have not been included as the influent flow meter was not working properly for part of the year

I


3.0 Groundwater and Leachate

The current C of A has a Special Condition (Section 9) which outlines groundwater and

leachate tlow limits. A monthly average flow of approximately 200 m3 Id of Groundwater

from the Valentine A venue Landfill and 63 m3 Id of combined Leachate flow

(approx imately 30 m31d from the Valentine Avenue Landfill and approximately 33 m31d

from the Kincardine Waste Management Centre) is permitted. A total of 6,863 m3 of

leachate was hauled from the Kincardine Waste Management Centre (KWMC) to the

Valentine Avenue Leachate Pump Station in 2014. No adverse effects were noticed in

the Lagoon System from the leachate addition.

Table 4 summarizes the groundwater and leachate flows for the past 5 years. Both the

Groundwater and Leachate systems experienced some infrastructure issues as explained

in Section 5 Maintenance Summary.

Table 4 Groundwater and Leachate Flows

I 2010 I 2011 I 2012 I 2011 I 2014

Groundwater Annual average flow 27 42 46 18 8 (max =200 (m31d) m3/d) Total Annual flow (m.i) 9,745 12,422 16,957 5,974 2,920

l eachate Annual average flow 10 14 8 2 1 21 (Valentine Ave (m31d) max = 30 nl!d) Total Annual flow (m.>) 3,552 4,639 2,815 9,298 7,530 (KWMCmax = 33 m3/d)

Historically, pumping of the leachate from the Valentine Avenue Landfi ll is stopped

during the hot summer months as the Dissolved Oxygen levels cannot be maintained. In

20 14, the Leachate Pump Station was not shut down, however, additional leachate from

the Kincardine Waste Management Centre was not accepted from July 17 to August 12

due to low dissolved oxygen levels in the aerated cell.

Kincardine Wastewater Treatment Plant 2014 Annual Performance Report Page 5

Municipal staff in conjunction with Conastoga Rovers Association (CRA) collected

leachate and groundwater samples so that leachate testing was completed four times per

year and groundwater testing twice per year. Appendix E includes the results for the

leachate samples that were collected by the Municipality of Kincardine. CRA has been

contracted by the Municipality to monitor the Valentine landfill site and prepare a

separate annual report on their findings, which is submitted to the MOE for review.

Please refer to CRA's repo11 for an extensive review on the landfill's collection system.

4.0 Effluent Quality Control Measures

Routine control measures were taken throughout the year including aerator time

adjustments to maintain dissolved oxygen target levels between 2.0 and 6.0 mg/L in the

Aerated Cell. Winter dissolved oxygen levels are maintained at + 4.0 mg/L in the

Aerated Cell to provide sufficient dissolved oxygen to the frozen lagoons, which can

potentially become anaerobic when frozen over.

Alum dosage adjustments were made to maintain final etTiuent Total Phosphorous levels

below 1.0 mg/L. The pH of the effluent was maintained within the range of 6.0 to 9.5,

was essentially free of floating and settleable solids and did not contain oil or any other

substance in amounts sufficient to create a visible film or sheen or foam or discolouration

on the receiving waters.

Kincardine Wastewater Treatment Plant 2014 Annual Performance Report Page 6

5.0 Maintenance Summary

Table 5 summarizes maintenance activities carried out during the reporting period on any

major structure or equipment that forms part of the wastewater treatment system.

Table 5 Maintenance Performed

MAINTENANCE PERFORMED REASON

Annual maintenance of aerators: grease and oil Preventative maintenance change, check bearing temperature Maintenance of alum chemical pumps: inspect Preventative maintenance piping, replace o-rings and diaphragms, etc. Replaced and periodically flushed the alum line As required and preventative maintenance Cleaned the .grit chamber Preventative maintenance Cleaned the aerated cell effluent flow diverter Preventative maintenance chamber Maintenance of UV system Preventative and as required maintenance Maintenance to the UV channel Required maintenance Annual calibration checks on plant equipment Maintain plant inte.e,rity and accuracy Removed build up from aerator blades As required maintenance Leachate check valve and pump impeller replaced As required maintenance Groundwater pump replaced As required maintenance

The Leachate system experienced restrictions in the piping to the lagoons and requi red

swabbing and replacing of the check valve. The pump impeller was replaced on October

30, 20 14. The Groundwater pump stopped functioning on July 18. A temporary pump

was used until a new pump was installed on October 14, 2014.

6.0 Calibration and Maintenance of Monitoring Equipment

Routine calibration and maintenance procedures are conducted on all the monitoring

equipment used on the Wastewater Treatment System. The Alum metering pumps

discharge vo lumes are measured minimally once/day to ensure proper dosage rates. lf

sodium hypochlorite is required for disinfection, the total chlorine residual is monitored

using a Hach Pocket Colorimeter and the Colorimeter is routinely compared to Hach

Standards for accuracy. influent and effluent flow miltronics equi pment is calibrated

yearly to check that accuracy is within +/- 5% of full scale. Refer to Appendix F to

review the 20 14 Calibration Certificates. ln addition, monitoring equipment for pH,

dissolved oxygen, phosphorous and conductivity measurements are calibrated according

to the manufacture's instruction prior to use.

Kincardine Wastewater Treattnent Plant 2014 Annual Performance Report Page 7

7.0 By-passes, Spill or Abnormal Discharge Events

There were no pump station by-passes and one planned by-pass in 2014. The planned

by-pass took place in May at the Effluent Station when the contact chamber was

bypassed to allow for repairs to the UV channel.

The details of the by-passes are recorded in the 2014 Bypass Logbook which is included

in Appendix G.

8.0 Summary of Complaints

There were sixteen complaints received from the public. All of the complaints were

regarding sewer back-ups or odours. All complaints were responded to. A summary of

these complaints and the actions taken is attached in Appendix H.

9.0 Operating Problems and Corrective Actions

During the hot summer months the Dissolved Oxygen in the Aerated Cell is reduced to

less than 2. Aerator hours and cycles are adjusted in an attempt to improve the DO

without lifting the sludge blanket. The addition of leachate from the Kincardine Waste

Management Centre was stopped from July 17 to August 12 until the DO levels

recovered.

Kincardine Wastewater Treattnent Plant 2014 Annual Performance Repm1 Page 8

10.0 Summary

There is a requirement in the C of A to report sludge volumes generated and to anticipate

the amount that will be generated in the future. As this is a lagoon system, the volume of

sludge generated annually is unknown. In November 2012, 6074 m3 of sludge was

removed from the Aerated Cell and spread on agricultural land. Sludge is not removed

on an annual basis.

In 2014, inflow and infiltration continued to be a problem as evidenced through the

increased flows at the pump stations and in the wastewater pumped to the Kincardine

Wastewater Lagoons during times of precipitation. Installation of storm sewers in the

Huron Ridge area continued in 2014 with the next phase of this project being undertaken

in an attempt to divert storm and ground water from the sanitary system. Disconnecting

sump pits, footing and foundation drains from the sanitary system and connecting to the

storm sewers is not mandatory.

Appendix A

11 ... ~ I ' '

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f?ontario

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~PR 2 7 t"' Ministry of the Environment Ministere de !'Environnement

Site Location:

AMENDED CERTIFICATE OF APPROVAL MUNICIPAL AND PRIVATE SEWAGE WORKS

NUMBER 4648-8DVSSR Issue Date: April 8, 2011

The Corporation of the Municipality of Kincardine 14 7 5 Concession 5 Rural Route, No. 5 Kincardine, Ontario N2Z2X6

Kincardine Wastewater Treatment Plant 520 Bruce Avenue Kincardine Municipality, County of Bruce

You have applied in accordance with Section 53 of the Ontario Water Resources Act for approval of

upgrading of the existing disinfection facilities for the treatment of sanitazy sewage and landfill leachate located at the intersection of Bruce Avenue and Mahood - Johnston Drive, rated at an Average Daily Flow of 5,910 m' /day, consisting of the following:

PROPOSED WORKS

Ultraviolet Disinfection System

modification of the existing chlorination building to house the proposed electrical and control equipment and modification of the existing chlorine contact chamber into ultraviolet irradiation (lN) disinfection channels and installation of a new UV disinfection unit consisting of an open channel equipped with two (2) banks of ultraviolet lamp modules, each module having a peak capacity of 12,000 m

1/d, including all required piping and

modified flow-measurement weir, low liquid level sensor, automatic level controller and electrical system, submersible ultraviolet intensity monitoring probe, and tie-in to existing outfall pipe. The existing (Sodium Hypochlorite) disinfection system to be retained to provide standby disinfection if the UV disinfection system is inoperable.

and all associated appurtenances, piping, electrical and control systems necessary to operate the Works,

all in accordance with the following submitted supporting documents:

I. Aoplication for Approval of Sewage Works submitted by the Corporation of the Municipality ofKincardine dated l\ovember 24, 2010 and revised on December 14, 2010

Page I - NUMBER 4648-8DVSSR

,.

along with a related letter dated November 26, 2010, from Richard Anderson of B.M. Ross and Associates Ltd. to Direct°'t;of-the Ministry of the Environment, Environmental Assessment and Approvals B!~h;

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2. Electronic mail transmission. ~ateci"~tr1ber 14, 2009, from Richard AndersonofB.M. Ross and Associates Ltd. to Farilm P.annu of the Ministry of the Environment;

3. Memo entitled "Application in Support of Increasing the Quantity of Leachate Received by the Kincardine Wastewater Treatment Plant" dated July 20, 2010, from Steve Bums of B.M. Ross and Associates Ltd. to Jim O'Rourke of Municipality ofK.incardine Public Worlcs Manager;

4. Specification for Ultraviolet Disinfection System dated October 2010, a Design Brief for the pr~~ .. ~~yio,!et'~isinfection system dated August 4, 2009 and revised November 26, 2UHfaria ddigifed·cfi.awiiigscfated November 26;2010,' prepared.by B".M. Ross and Associates Ltd.;

5. Calgon Carbon Corpora1ion Proposal to B.M. Ross and Associates Ltd. for a d500n.D Ultraviolet Disinfection System for Municipality of Kincardine Wastewater Treatment Plant dated October 28, 2010.

6. Electronic mail transmission dated February 18, 2011, from Richard Anderson of B.M. Ross and Associates Ltd. to Andrew Miernicki of the Ministry of the Environment;

EXISTING WORKS

consolidating Certificates of Approval Nos. 3-0178-76-006 issued on April 27, 1976, 3-0838--84-006 issued on October 26, 1984, 3-1963-90-927 issued on April 15, 1992, presently revoked and replaced Certificate of Approval No. 3-1539-94-956 issued on January 18, 1995 along with three subsequent Notices of amendment dated March 20, 1996 (Notice No. 1), July 25, 2002 (Notice No. 2) and October 21, 2004 (Notice No. 3) related to Kincardine Sewage Treatment Plant located in the Town ofKincardine, rated at average daily flow of 5,910 m>/day consisting of:

. : ·~

Aerated Lagoon

an aerated lagoon cell with a design volume of approximately 24,000 m1 and 0.85 Ha surface area, located south

of Bruce Avenue and west of Valentine Avenue, in the Town of Kincardine and equipped with four (4) 11 kW (15 hp) aerators, an inlet structure with a Parshall flwne for measuring incoming sewage flow, a control building and a distribution chamber for directing the discharge from the aerated lagoon cell to two (2) conventional stabilization ponds;

Conventional Stabilization Ponds

two (2) conventional stabilization ponds locat~d adjacent to the aerated lagoon cell with a design volume of approximately 118,000 m> each and a total combined volume of 236,000 m

3;

Page 2 - NUMBER 4648-8DVSSR

•

Disinfection

an existing disinfection system approved by Certificate of Approval No. 3-1539-94-956 consisting of" a chlorination building and a 120 m' chlorine contact tank located on the south side of Bruce Avenue and west of east of Mahood - Johnston Drive to provide 15 minutes contact time at maximum flow of 136 Us and (as per Notice No. I of March 20, 1996) a Hypochlorite disinfection system consisting of a 400 litre day tank and two (2) chemical metering pumps, each with a rated capacity of2.6 L/h including associated valves and tubing." to be modified to provide the required channels and to house the electrical and control equipment for the proposed ultraviolet (UV) system as described in Proposed Works section above.

the existing (Sodium Hypochlorite) disinfection system to be retained to provide standby disinfection ifthe UV disinfection system is inoperable.

Phosphorus Removal

phosphorus removal system consisting of a 27 m' chemical storage tank equipped with two (2) chemical metering pumps, associated valves, piping and control system, enclosed in a 6.2 m x 6.2 m storage building;

Outfall Sewer

outfall sewer from the conventional stabilization pond outlet structures to ultraviolet irradiation (UV) disinfection channel located on Bruce Avenue to Lake Huron as follows:

On From To Waste Stabilization Pond and POnd outlets Bruce A venue former CNR Rli!:ht-of-Way Bruce Avenue former CNR Right-of-way UV disinfection channels Bruce A venue JV disinfection channels Denetangore Row Hruce A venue and Lake Huron Penetangore Row Approx. 305 m into Lake Huron

all in accordance with the following: I. All original applications for approval, including design calculations, engineering drawings, and

reports prepared in support of the previous Certificate(s) of Approval and Notices of amendment.

For the purpose of this Certificate of Approval and the terms and conditions specified below, the following definitions apply:

"Act" means the Ontario Water Resources Act, R.S.O. 1990, Chapter 0.40, as amended;

"Annual Average Concentration" means the arithmetic mean of the Monthly Average Concentrations of a contaminant in the effluent calculated for any particular calendar year;

"Annual Average Loading" means the value obtained by multiplying the Annual Average Concentration


of a contaminant by the Average Daily Flow over the same calendar year;

"Average Daily Flow" means the cwnulative total sewage flow to the sewage works during a calendar year divided by the number of days during which sewage was flowing to the sewage works that year;

"Average Flow" means the total flow to the sewage works during the period of operation opon which the report is based, divided by the number of days in the period;

"BODS" (also known as TBOD,) means five day biochemical oxygen demand measured in an unfiltered

sample and includes carbonaceous and nitrogenous oxygen demand;

"By-pass" means any discharge from the Works that does not undergo any treatment or only receives partial treatment before it is discharged to the environment;

- r.~Jj ~ -

"Certificate" means this entire certificate of approval document, issued in accordance with Section 53 of the Act, and includes any schedules;

"Daily Concentration" means the concentration of a contaminant in the effluent discharged over any single day, as measured by a composite or grab sample, whichever is required;

"Director" means any Ministry employee appointed by the Minister pursuant to section 5 of the Act;

"District Manager" means the District Manager of the Owen Sound District Office of the Ministry;

"E. Coli" refers to the thermally tolerant forms of Escherichia that can survive at 44.5 degrees Celsius;

"Existing Works" means those portions of the sewage works previously constructed and approved under a certificate of approval;

"Geometric Mean Density" is the nth root of the product of multiplication of the results ofn number of samples over the period specified;

"Mini!itry" means the. Ontario Ministry of the Environment;

"Monthly Average Concentration" means the arithmetic mean of all Daily Concentrations ofa contaminant in the effluent sampled or measured, or both, during a calendar month;

"Monthly Average Loading" means the value obtained by multiplying the Monthly Average Concentration of a contaminant by the Monthly Average Daily Flow over the same calendar month:

"Owner" means the Corporation of the Municipality ofKincardine and includes its successors and assignees;

"Operating Authority" means the Owner or the designated agent of the Owner ;


"Peak Flow Rate" means the maximum rate of sewage tlow for which the plant or process unit was designed;

"Proposed Works" means the sewage works described in the Owner 's application, this Certificate and in the supporting documentation referred to herein, to the extent approved by this Certificate;

"Rated Capacity" means the Average Daily Flow for which the Works are approved to handle;

"Regional Director" means the Regional Director of the Southwestern Region of the Ministry;

"Source Protection Plan" means a drinking water source protection plan prepared under the Clean Water Act. 2006;

"Substantial Completion" has the same meaning as "substantial performance" in the Construction Lien Act; and

"Works" means the sewage works described in the Owner 's application, this Certificate and in the supporting documentation referred to herein, to the extent approved by this Certificate and includes both Previous Works and Proposed Works.

You are hereby notified that this approval is issued to you subject to the terms and conditions outlined below:

TERMS AND CONDITIONS

1. GENERAL PROVISIONS

(1) The Owner shall ensure that any person authorized to carry out work on or operate any aspect of the Works is notified of this Certificate and the conditions herein and shall take all reasonable measures to ensure any such person complies with the same.

(2) Except as otherwise provided by these Conditions, the Owner shall design, build, install, operate and maintain the Works in accordance with the description given in this Certificate, the application for approval of the works and the submitted supporting documents and plans and specifications as listed in this Certificate.

(3) Where there is a contlict between a provision of any submitted document referred to in this Certificate and the Conditions of this Certificate, the Conditions in this Certificate shall take precedence, and where there is a contlict between the listed submitted documents, the document bearing the most recent date shall prevail.

( 4) Where there is a contlict between the listed submitted documents, and the application, the application shall take precedence unless it is clear that the purpose of the document was to amend the application.

(5) The requirements of this Certificate are severable. If any requirement of this Certificate, or the application of any requirement of this Certificate to any circumstance, is held invalid or unenforceable,

Page 5 - NUMBER 4648-SDVSSR

the application of such requirement to other circumstances and the remainder of this certificate shall not be affected thereby.

2. EXPIRY OF APPROVAL The approval issued by this Certificate will cease to apply to those parts of the Proposed Works which have not been constructed within five (5) years of the date of this Certificate.

3. CHANGE OF OWNER

(1) The Owner shall notify the District Manager and the Director, in writing, of any of the following changes within thirty (30) days of the change occurring:

(a) change of Owner;

(b) change of ~ddress or th~ i:k~e~~ ,. > . ' .. ~ .- .. : 'f.

( c) change of partners where the Owner is or at any time becomes a partnership, and a copy of the most recent declaration filed under the Business Names Act, R.S.0. 1990, c.Bl 7 shall be included in the notification to the District Manager;

( d) change of name of the corporation where the Owner is or at any time becomes a corporation, and a copy of the most current information filed under the Comorations Informations Act, R.S.0. 1990, c. C39 shall be included in the notification to the District Manager;

(2) In the event of any change in ownership of the Works, other than a change to a successor municipality, the Owner shall notify in writing the succeeding owner of the existence of this Certificate, and a copy of such notice shall be forwarded to the District Manager and the Director.

4. UPON THE SUBSTANTIAL COMPLETION OF THE WORKS

(I) Upon the Substantial Completion of the Proposed Works, the Owner shall prepare a statement, certified by a Professional Engineer, that the works are constructed in accordance with this Certificate, and upon request, shall make the written statement available for inspection by Ministry personnel.

... ., .. (2) Within one year of the Substantial Completion of the Proposed Works , a set of as-built drawings showing the works "as constructed" shall be prepared. These drawings shall be kept up to date through revisions undertaken from time to time and a copy shall be retained at the Works for the operational life of the Works.

5. BY-PASSES

(I) Any By-pass of sewage from any portion of the Works is prohibited, except where:

(a) it is necessary to avoid loss of life, personal injury, danger to public health or severe property damage;


(b) the District Manager agrees that it is necessary for the purpose of carrying out essential maintenance and the District Manager has given prior written acknowledgment of the by-pass; or

(c) the Regional Director has given prior written acknowledgment of the By-pass.

(2) The Owner shall collect at least one (I) grab sample of the By-pass and have it analyzed for the parameters outlined in Condition 7 using the protocols in Condition 10( 5).

(3) The Owner shall maintain a logbook of all By-pass events which shall include, at a minimum, the time, location, duration, quantity of By-pass, the authority for By-pass pursuant to subsection (1 ), and the reasons for the occurrence.

(4) The Owner shall, in the event ofa By-pass event pursuant to subsection (1), disinfect the by-passed effluent prior to it reaching the receiver such that the receiver is not negatively impacted.

6. EFFLUENT OBJECTIVES

(I) The Owner shall use best efforts to design, construct and operate the Works with the objective that the concentrations of the materials named below as effluent parameters are not exceeded in the effluent from the Works.

Table 1 - Emuent Objectives Effluent Paoimeter Concentration Objective

' (milli~ litre unless otherwise im!icated)

CBOD, 25

Total Suspended Solids 30 Total Phosphorus 1.0 E-Coli 150 organisms/l 00 mL

(Monthly Geometric Mean Density )

(2) The Owner shall use best efforts to:

(a) maintain the pH of the effluent from the Works within the range of 6.5 to 9.0, inclusive, at all times;

(b) operate the works within the Rated Capacity of the Works;

(c) ensure that the effluent from the Works is essentially free of floating and settleable solids and does not contain oil or any other substance in amounts sufficient to create a visible film or sheen or foam or discolouration on the receiving waters.

(3) The Owner shall include in all reports submitted in accordance with Conditions I 0, a summary of the efforts made and results achieved under this Condition.


7. EFFLUENT LIMITS

(I) The Owner shall design and construct the Proposed Works and operate and maintain the Works such that the concentrations and waste loadings of the materials named below as effluent parameters are not exceeded in the effluent from the Works.

Table 2 - Effluent Limits Effluent Pllnfuteter · Monthlf Average

.

Mnnthly Average Waste -;,i. · Coneentration Loading

(milligrams per litre unless (kilograms per day unless ,:_.,·t-"i otherwise indicated) otherwise indicated)

COiumn I COlwnn2 Cotumn 3

CBOD5' · . - .. ~-,' . .. . >i· ··-·· ,, '30.o· ' • . . •' "j_ 177.0

Total Suspended Solids 40.0 236.0 Total Phosphorus 1.0 5.9 E. Coli 200 E. Coli/I 00 mL -

(Monthly Geometric Mean Density)

pH of the effluent maintained between 6.0 to 9.5, inclusive, at all times

(2) For the purposes of determining compliance with and enforcing subsection (1 ):

(a) The Monthly Average Concentration of CBOD, , suspended solids, and total phosphorus in Column I of Table 2 in subsection (1) shall not exceed the corresponding maximum concentration set out in Column 2 of Table 2 in subsection (1).

(b) The Monthly Average Loading of CBOD, , suspended solids, and total phosphorus in Column

I of Table 2 in subsection (I) shall not exceed the corresponding average loading set out in Column 3 of Table 2 in subsection (I).

(c) The Monthly Geometric Me(ln Density of E. Coli named in Column I of subsection (I) shall not exceed the corresponding maximum density set out in Column 2 of subsection(!).

(d) The effluent shall be continuously disinfected so that the monthly Geometric Mean Density of E. Coli does not exceed 200 organisms per I 00 millilitres of effluent discharged from the works .

(3) The effluent limits set out in subsections (I and 2) shall apply upon the issuance of this Certificate .

(4) Only those monitoring results collected during the corresponding time period shall be used in calculating the Monthly Average Concentrations and Monthly Average Loading for this Certificate.


8. OPERATION AND MAINTENANCE

(I) The Owner shall exercise due diligence in ensuring that, at all times, the Works and the related equipment and appurtenances used to achieve compliance with this Certificate are properly operated and maintained. Proper operation and maintenance shall include effective performance, adequate funding, adequate operator staffing and training, including training in all procedures and other requirements of this Certificate and the Act and regulations, adequate laboratory facilities, process controls and alarms and the use of process chemicals and other substances used in the Works.

(2) The Owner shall prepare an operations manual within six (6) months of Substantial Completion of the Proposed Works , that includes, but not necessarily limited to, the following information:

(a) operating procedures for routine operation of the Works;

(b) inspection programs, including frequency of inspection, for the Works and the methods or tests employed to detect when maintenance is necessary;

( c) repair and maintenance programs, including the frequency of repair and maintenance for the Works:

( d) procedures for the inspection and calibration of monitoring equipment;

( e) a spill prevention control and countermeasures plan, consisting of contingency plans and procedures for dealing with equipment breakdowns, potential spills and any other abnormal situations, including notification of the District Manager; and

(t) procedures for receiving, responding and recording public complaints, including recording any follow-up actions taken.

(3) The Owner shall maintain the operations manual current and retain a copy at the location of the Works for the operational life of the Works. Upon request, the Owner shall make the manual available to Ministry staff.

(4) The Owner shall provide for the overall operation of the Works with an operator who holds a licence that is applicable to that type of facility and that is of the same class as or higher than the class of the facility in accordance with Ontario Regulation 129/04.


9. SPECIAL CONDITION - LOADING RA TES FOR CO-TREATMENT

( 1) The Owner shall operate and maintain the Works such that the design monthly average landfill leachate flow of63 cubic metres per day (approximately 30 cubic metres per day from Valentine Avenue Landfill and approximately 33 cubic metres per day from the proposed Kincardine Waste Management Centre) and groundwater (contaminated) flow of approximately 200 cubic metres per day from Valentine Avenue Landfill for co-treatment at the Works is not exceeded.

(2) The Owner shall operate and maintain the Works such that the sum of all daily influent flows during a calendar year, including raw sewage, and groundwater (contaminated) and landfill leachate flow for co-treatment, does not exceed the Rated Capacity of the Works .

"' ·, • j: ._;,

10. MONITORING AND RECORDING

The Owner shall, upon commencement of operation of the Works, carry out the following monitoring program:

(1) All samples and measurements taken for the purposes of this Certificate are to be taken at a time and in a location characteristic of the quality and quantity of the effiuent stream over the time period being monitored.

(2) For the purposes of this condition, the following definitions apply:

(c) Bi-weekly means once every two weeks; (g) Semi-annually means once every six months;

(3) Samples shall be collected at the following sampling points, at the frequency specified, by means of the specified sample type and analyzed for each parameter listed and all results recorded:

"" " ...

Table 3 - Raw Sewage Monitoring

Parametel'I! SamnleTvi>e Frequency BOD5 Grab Bi-weekly Total Suspended Solids Grab Bi-weekly Total Phosphorus Grab Bi-weekly Total Kjeldahl Nitrogen Grab Bi-weekly Alkalinity Grab Bi-weekly

Page 10 - NUMBER4648-8DVSSR

Table 4 - Final Emuent Monitoring (Samples to be collected from the !agooa outfull downstream of the UV disinfection unit)

' Parameters Sample Type Frequencv CBOD5 Grab Bi-weekly Total Suspended Solids Grab Bi-weekly Total Phosphorus Grab Bi-weekly Total Kjeldahl Nitrogen Grab Bi-weekly Total Ammonia (Ammonia Grab Bi-weekly + Ammonium) Nitrogen Nitrite Grab Bi-weekly \Titrate Grab Bi-weekly Alkalinity Grab Bi-weekly E. Coli Grab Bi-weekly pH Grab Bi-weekly Temperature Grab Bi-weekly :"otal Residual Chlorine (when Grab Bi-weekly n use)

Chloride Grab Semi-annually COD Grab Semi-annually lJOC Grab Semi-annually ~!ardness Grab Semi-annually Phenols Grab Semi-annually Metals (total): ICP Metal Scan Grab Semi-annually Volatile Organic Compounds Grab Semi-annually (VOC) US EPA 624 Parameters DH Grab Semi-annually Conductivity Grab Semi-annually Temperature Grab Semi-annually


( 4) Samples of landfill leachate shall be collected at the following sampling points, at the frequency specified, by means of the specified sample type and analyzed for each parameter listed and all results recorded:

Table 5 - Landfill Leachate Monitoring* (Samples of the leachate and groundwater contaminated with leachate to be collected from the Valentine Avemie landfill and Kincardine Waste Management Centre leachate pumping station, the discharge end of the leachate forcemain, or at

the point of addition to the sewer system or to the Works. ) ., .. Pllraniet«uis ·. ' ,i ' •. · ·P· ·.:. ' Sa'n\Ule Type Frequency

Alkalinity Grab Semi-annually BODS Grab Semi-annually Chloride Grab Semi-annually COD ..... . .. Grab Semi-annually DOC Grab Semi-annually Hardness Grab Semi-annually Nitrate Grab Semi-annually Nitrite Grab Semi-annually Total Kjeldahl Nitrogen Grab Semi-annually Ammonia Grab Semi-annually Metals (Total): ICP 24 Metal Grab Semi-annually Scan Volatile Organic Compounds Grab Semi-annually (VOC): US EPA 624 parameters pH Grab Semi-annually Conductivity Grab Semi-annually Temperature Grab Semi-annually ..

• Representative samples of landfill leachate shall be collected for analysis on a semi-annually basis, subject to avallab1hty of the leachate requiring co-treatment at the STP.

(5) The methods and protocols for sampling, analysis and recording shall conform, in order of preeedence, to the anctllods and protocols specifill(i .in the following:

(a) the Ministry's Procedure F-10-1, "Procedures for Sampling and Analysis Requirements for Municipal and Private Sewage Treatment Works (Liquid Waste StreanlS Only), as amended from time to time by more recently published editions;

(b) the Ministry's publication "Protocol for the Sampling and Analysis of Industrial/Municipal Wastewater" (January 1999), ISBN 0-7778-1880-9, as amended from time to time by more recently published editions;

(c) the publication "Standard Methods for the Examination of Water and Wastewater" (21st edition), as amended from time to time by more recently published editions;


"

(6) The temperature and pH of the effluent from the Works shall be measured in the field on a fresh grab sample collected on the day of sampling for Total Ammonia Nitrogen. The concentration of un-ionized ammonia shall be calculated using the total ammonia concentratio~ pH and temperature using the methodology stipulated in "Ontario's Provincial Water Quality Objectives" dated July 1994, as amended, for ammonia (un-ionized).

(7) The Owner shall install, maintain and operate a sufficient number of flow measuring devices, calibrated at regular intervals not exceeding one year to ensure their accuracy to within plus or minus 5% of the full scale reading of the measuring devices, in order to measure:

(i) the quantity of sewage being conveyed to the sewage treatment plant;

(ii) the quantity of groundwater (contaminated) and leachate being conveyed to the sewage treatment plant;

(iii) the quantity of untreated sewage being bypassed without treatment and/or being bypassed to the disinfection facility;

(8) The Owner shall measure and record the daily quantities ofleachate and groundwater (contaminated) waste received for co-treatment at the works and the flowrate at which the blended hauled sewage is fed into the inlet works for cotreatment.

(9) The Owner can use applicable existing samples collected from the Valentine Avenue Landfill site as specified in subsection (4), (5) and (6) of groundwater (contaminated) as required by the Certificate of Approval No. 3-0408-93-006 and of leachate as required by the Certificate of Approval No. 3-0354-94-006 and analyze for parameters as specified in subsections (4).

(10) The measurement frequencies specified in subsections (3)and (4) in respect to any parameter are minimum requirements which may, after 24 months of monitoring in accordance with this Condition, be modified by the District Manager in writing from time to time.

(11) The Owner shaJl retain for a minimum of three (3) years from the date of their creation, all records and infonnation related to or resulting from the monitoring activities requir~d by this Certificate.

1 t . REPORTrNG

(1) One week prior to the start up of the operation of the Proposed Works , the Owner shall notify the District Manager (in writing) of the pending start up date.

(2) Ten ( 10) days prior to the date of a planned By-pass being conducted pursuant to Condition 5 and as soon as possible for an unplanned By-pass, the Owner shall notify the District Manager (in writing) of the pending start date, in addition to an assessment of the potential adverse effects on the environment and the duration of the By-pass.


(3) The Owner shall report to the District Manager or designate, any exceedence of any parameter specified in Condition 7 orally, as soon as reasonably possible, and in writing within seven (7) days of tbe exceedence.

(4) In addition to the obligations under Part X of the Environmental Protection Act, the Owner shall, within ten (I 0) working days of the occurrence of any reportable spill as defined in Ontario Regulation 675/9&, bypass or loss of any product, by-product, intermediate product, oil, solvent, waste material or any other polluting substance into the environment, submit a full written report of the occurrence to the District Manager describing the cause and discovery of the spill or loss, clean-up and recovery measures taken, preventative measures to be taken and schedule of implementation.

(5) The Owner shall, upon request, make all manuals, plans, records, data, procedures and supporting docwnentation available to Minis!?' staff.

(6) The Owner shall prepare, and submit to the District Manager , a performance report, on an annual basis, within ninety (90) days following the end of the period being reported upon. The first such report shall cover the first annual period following the commencement of operation of the Works and subsequent reports shall be submitted to cover successive annual periods following thereafter. The reports shall contain, but shall not be limited to, the following information:

(a) a summary and interpretation of all monitoring data and a comparison to the effluent limits outlined in Condition 7, including an overview of the success and adequacy of the Works, including the effectiveness of the cotreatment ofleachate and groundwater (contaminated);

(b) a description of any operating problems encountered and corrective actions taken;

( c) a summary of all maintenance carried out on any major structure, equipment, apparatus, mechanism or thing forming part of the Works;

(d) a summary of any effluent quality assurance or control measures undertaken in the reporting period;

(e) a slJit!llltll1. of the calibrl!tioii_and maintmance carried out on all effluent monitoring equipment;

(f) a description of efforts made and results achieved in meeting the Effluent Objectives of Condition 6;

(g) a tabulation of the quantity of groundwater (contaminated) and landfill leachate added to the Works for co-treatment during the reporting period;

(h) a tabulation of the volume of sludge generated in the reporting period, an outline of anticipated volumes to be generated in the next reporting period and a summary of the locations to where the sludge was disposed;


•

(i) a summary of any complaints received during the reporting period and any steps taken to address the complaints;

G) a summary of all By-pass, spill or abnormal discharge events; and

(k) any other information the District Manager requires from time to time.

(7) A final report for leachate cotreatment shall be submitted to the District Manager within three (3) months of end of the two year period commencing from the date that Kincardine Waste Management Centre is reopen to new waste and conveyance of leachate to the works is initiated. The report shall provide an assessment on the treatability of the leachate at the wor/rs and provide recommendations on any upgrade, if necessary to ensure the leachate is being effectively treated at the rated capacity of the plant.

12. REVOCATION OF EXISTING APPROVALS

(I) The descriptions of the approved Works and conditions of approval in this Certificate apply in place of all existing descriptions and conditions in the Certificates of Approval under the Ontario Water Resources Act for sewage works which are part of the Works approved by this Certificate .

(2) Notwithstanding subsection (I) above, the original applications for approval, including design calculations, engineering drawings and reports prepared in support of the existing Certificate( s) of Approval whose descriptions of the approved Works and conditions are now replaced pursuant to subsection (I) above, shall form part of this Certificate .

(3) Where an existing Certificate of Approval referred to in subsection(!) above applies to Works in addition to the Works approved by this Certificate , it shall continue to apply to those additional Works .

13. SOURCE WATER PROTECTION

The Owner shall, within sixty (60) calendar days of the Minister of the Environment posting approval of a Source Protection Plan on the environmental registry established under. the Environmental Bill of Rights. 1993 for the area in which this Certificate is applicable, apply to the Director for an amendment to this Certificate that includes the necessary measures to conform with all applicable policies in the approved Source Protection Plan.

The reasons for the imposition of these terms and conditions are as follows:

I. Condition I is imposed to ensure that the Works are built and operated in the manner in which they were described for review and upon which approval was granted. This condition is also included to emphasize the precedence of Conditions in the Certificate and the practice that the Approval is based on the most current docwnent, if several conflicting documents are submitted for review. The condition also advises the Owners their responsibility to notify any person they authorized to carry out work pursuant to this Certificate the existence of this Certificate.


2. Condition 2 is included to ensure that, when the Works are constructed, the Works will meet the standards applicable· at the time of Appro".al of the Works are still applicable at the time of construction, to ensure the ongoing protection of the environment.

3. Condition 3 is included to ensure that the Ministry records are kept accurate and current with respect to the approved works and to ensure thafsubsequent owners of the Works are made aware of the Certificate and continue to operate the Works in compliance with it.

4. Condition 4 is included to ensure that the Works are constructed in accordance with the approval and that record drawings of the Works "as constructed" are maintained for future references.

5. Condition 5 is included to indicate that by-passes of untreated sewage to the receiving watercourse is prohibited, save in~ linµ~.~~~ *r:e the? fa\!~ t? By-p9ss .. could r~sult in greater injury to the public interest than the By-pas~· itself where a By-pass will not violate the approved effluent requirements, or where the By-pass can be limited or otherwise mitigated by handling it in accordance with an approved contingency pJan. The notification and documentation requirements allow the Ministry to take action in an infonned manner and will ensure the Owner is aware of the extent and frequency of By-pass events.

6. Condition 6 is imposed to establish non-enforceable effluent quality objectives which the Owner is obligated to use best efforts to strive towards on an ongoing basis. These objectives are to be used as a mechanism to trigger corrective action proactively and voluntarily before environmental impairment occurs and before the compliance limits of Condition 7 are exceeded.

7. Condition 7 is imposed to ensure that the effluent discharged from the Works to the Lake Huron meets the Ministry 's effluent quality requirements thus minimizing environmental impact on the receiver and to protect water quality, fish and other aquatic life in the receiving water body.

8. Condition 8 is incJuded to require that the Works be properly operated, maintained, funded, staffed and equipped such that the environment is protected and deterioration, loss, injury or damage to any person or property is prevented. As well, the inclusion of a comprehensive operations manual governing all significant areas of operation, main~enance and repair is prepared, implemented and kept up-to-date by 'the owner and made availabJe to· the Ministry. Such a manual is an integral part of the operation of the Works. Its compilation and use should assist the Owner in staff training, in proper plant operation and in identifying and planning for contingencies during possible abnormaJ conditions. The manual will also act as a benchmark for Ministry staff when reviewing the Owner's operation of the work.

9. Condition 9 is included to ensure that the Works are operated within the design capacity, including groundwater (contaminated) and landfiU leachate co-treatment capability and capacity.

10. Condition 10 is included to enable the Owner to evaluate and demonstrate the performance of the Works , on a continual basis, so that the Works are properly operated and maintained at a level which is consistent with the design objectives and effluent limits specified in the Certificate and that the Works does not cause any impairment to the receiving watercourse.

Page ·16 - NUMBER 4648-8DVSSR

•

11. Condition 11 is included to provide a perfonnance record for future references, to ensure that the Ministry is made aware of problems as they arise, and to provide a compliance record for all the tenns and conditions outlined in this Certificate, so that the Ministry can work with the Owner in resolving any problems in a timely manner.

12. Condition 12 is included to stipulate that this Certificate replaces all previous approvals for the Works being the subject ofthis Certificate , and that the existing approvals remain in force for the purpose of any Works which are not subject to this Certificate .

13. Condition 13 is included to ensure that the works covered by this Certificate will confonn to the significant threat policies and designated Great Lakes policies in the Source Protection Plan.

This Certifteate of Approval revokes and replaces Certificate(s) of Approval No. 3-1539-94-956, Notice l"o. 1, Notice No. 2 and Notice No. 3 issifed on January 18, 1995, March 20, 1996, July 25, 2002 and October 21, 2004, respectively.

In accordance with Section 100 of the Ontario Water Resources Act, R.S.0. 1990, Chapter 0.40, as amended, you may by written notice served upon me and the Environmental Review Tribunal within 15 days after receipt of this Notice, require a hearing by the Tribunal. Section IOI of the Ontario Water Resources Act, R.S.O. 1990, Chapter 0.40, provides that the Notice requiring the hearing shall state:

I. The portions of the approval or each term or condition in the approval in respect of which the hearing is required, and; 2. The grounds on which you intend to rely at the hearing in relation to each portion appealed.

The Notice should also include:

3. The name of the appellant; 4. The address of the appellant; 5. The Certificate of Approval number; 6. The date of the Certificate of Approval; 7. The name of the Director; 8. The municipality within which the works are located;

And the Notice should be signed and dated by the appellant.

This Notice must be served upon:

The Secn."tary .. Environmental Review Tribunal 655 Bay Stre<t, 15th Floor Toronto, Ontario MSG IE5

' '

The Director Section 53. Ontario Water Resources Act Ministry of the Environment 2 St. Clair Avenue West, Floor 12A Toronto, Ontario M4V IL5

* Further Information on the Environmental Review Tribunal's requirements for an appeal can be obtained direetly from the Tribunal at: Tel: (416) 314-4600, Fax: (416) 314-4506 or www.ert.gov.on.ca


The above noted sewage works are approved under Section 53 of the Ontario Water Resources Act.

DATED AT TORONTO this 8th day of April, 2011

Ian Parrott, P.Eng. Director Section 53, Ontario Water Resources Act

c: District Manager, MOE Owen Sound Richard R. Anderson, P .Eng., B. M. Ross and Associates Limited

CotllCI c ____ c-ii 0

!:lidll ~ Oiiier: 0 0 0

-r..-~

~::-~~ ~ 0 D

I f·-·•g/Buikllng o 0 0 '

: tl.tclelllon 0

------· ! -----····· ------····

El!lef9lllCY ~ 0 ,....... c

0 Sclmw: ____ _

"alwts•r.. a Ok 0

c ~ tlUi* AM ~ i ~O\\


•

AppendixB

SCHEMATIC DIAGRAM OF THE WASTEWATER TREATMENT FACILITY

Huron Terrace PS

Goderich St.

P.S.

_ .. _ .. 1_ .. Jiru~~~~l(e_ .. _ .. _ .. _ .. _ .. _

Park St. P.S.

---1--------

Kincardine Ave P S

/- --- --- ---'~ -, ~Inlet Works/Grit Chamber/Flow Metering

Alum Line Aerated Cell

l<-f----1 iFrom landfill

' I

I, D1stnbut1on ITT 1--

Chamber LJ ~~1-----------~------------------------J

Flow to UV Disinfection

Lagoon 3

West

/

Stuart Drain .-·-·-·-·-

Lagoon 2

East

•

+--- Fence

Appendix C

2014

Mu111h

J.mu.11) •

Tut.11

M\IW

m.l

INFl.llEN'I'

Fl .OWS

Max I Avg I-lo\"' F1ow:i. IJ()I )~

in.;1J .. v u1lll>-Jv I 111.WI.

1-1nn 1-l-159 4588 81 00

s s m,WL

83 uo

RA\ YINFLllEN'f

Mon1hlv Av~ragc

IKN I Tu1al r m.WL 111Wl.

pll

n_55 2.19 7.55

/\VE RAGE MONTllLY ANALYTICAi. RESl ll.TS

h'.incardinc Wastewater Treatment Plant

FINAL £FFLliENT

Monthly 1\wr1tt-:c

A1111111J11ia1 h:J\,'.'1 .il

Alkat11111y I Condu\.'.1-CaCOJ 1v11y CUOD5 S S nw.IL uSf~m I mWI. I nt,WL

pll Al~alirnl)' I Ni1r11c I NitrcLh: I A11111>un1um, l:.-Coli

·1KN Tot.ti p C'aCOJ NO:? NOJ Nl-IJ t Nfl-1 / IUU 111l.. IX) mi.:/L I mWL I 111~. ingtL mWL m.!!)L cL .. vnti:an) I mi:Jl.

l h uomb.:J I l l111u1U1'1,;J /\111 m u111J 1\11111 11 1111.t

lll). ' /j Nlof l

lcmix:•· 1 ( \ mJui:I· .slUIC l\llY

<.' 11S/.:111

278.UO I 883.50 5.00 6.50 19.-10 0.20 229 00 0.06 0.25 17.50 ,:;.~< 5.76 7.82 21.UO 626.50 0.48 // l)IV.01

Fdmwy 88147 4-165 3 148 67.5U 73.UU 14.65 1.75 698 25850 8-15.50 5.50 4.50 18.80 0. 15 236.50 0.08 o'.J6: 9.65 ::i'.oo-::: 5.37 711 2.60 9U3.UU U-l l llll'I

M:u,·h 12685 1 8757 4092 I 136.0o I 268 oo I 43. 75 5. 13 1.20 I 200.50 I 852.00 5.50 6.0U I 21.80 0. 15 240.oo :=: ~,()) ' I o.o9 .: : ::· . 10.s 1 1>ioo>1 -1.6'1 7 11 3.ll5 '122.00 0.03 II 17

1\1uil 1•J37u7 I 10940 I 6456 I 116 50 I 125 50 I 37.60 3.49 8 15 I 288.50 I 821.00 7 50 12.ou I 13.25 0. 16 I 202.00 I o 06 0.60 13.-15 2 83 10 62 6 <JU 4.30 774 OU OU'.! ll 14

Muy 162460 I 10056 I s:w I s1 .oo I 131.67 I 16.73 1.67 7.-18 I 24ll.33 I 448.50 7.50 19.75 I 10.25 0. 17 I 188.50 1 0.21 0.90 9. 15 37.42 5.30 7.32 16.-18 822.50 U.lJ7 ll 411

June I 114 123 I 5571! I 3804 I 123 5U I 148.50 I 28.75 3. 11 7 llo I 277.50 I 861.50 I 4.50 I 3 oo I 15.75 0.22 I 219.00 I 0.27 0.53 13 25

, -,•, · :·::i

12~96'' I 4.27 7.56 20 95 894 5U 0 22 () 34

July [ I 1448X I 520'1 I 3693 1 u 1 uo I 101 50 I 37.oo 380 7.5u I 269.00 I 788.50 I 5.50 I 9.50 I 17.85 0.13 I 214.50 I 0. 13 0.52 18.70 21.11 I 4.50 7.32 21.90 870.50 u 18 ll lJIV IJI

Aus•"' 1 102360 I -11s2 I 3302 1 121 uo j 188.oo I 54.20 6 95 7 81 I 286 oo I 936.50 I 15.50 I 28.50 I 19.00 0.20 I 16-1.501 0. 15 0.56 15.75 6!1.88 I 6.87 7.92 l'l.2U 749 00 u 47 ll lJIVl\l!

s,,,..,,,,i..~ t io20 11 I 51!13 I 3400 1 11-1.5u I 160.uo I 36.75 4 1-l s 04 I 282 oo I 1.002.0 I 10.00 I 22.50 I 17.30 0.20 I 155.oo I o.09 0.-10 13.60 5.-18 I 6.6-1 7.35 19.85 73-1.0U U. 1-l 1/UIV.o•

Ocrnb<r I 106X97 j 506X I 3448 1 149 OU I 95.67 I 26.60 2.52 7M I 290.00 I 973.JJ I IJ.67 I 27.JJ I 1s.20 0.21 I 1 s~ .oo I o. 1 o 0 .47 14. 13 11.74 I 11.97 7 .~3 14.33 723 67 0 .31 ll l >I V /0 1

l'luvcmbcrl 120674 I 9244 I 4022 I 98.00 I 66.00 I 26.7U 2.83 120 I 313.00 I 865.50 I 500 I 17.50 I 11.00 OA S I 201.50 I 0 04 0.30 15.40 39.28 I 9. 17 7.-10 3 20 77UUO u 04 ll l)IV U'

1Jc<c111bcr I 11695-l I 6826 I 3773 I 142.SU I 83.00 I 18.85 I 73 7.68 I 294.00 I 619.50 I 8.oo I 13.50 I 19.05 o.30 I 226.00 I 0 .06 0.40 16.95 178.10 I 12 21 7.71 2.85 511.50 0 Ill 111>1v,01

' l\ 11:11

How I 1..aYOlJ U5

A1111u:1I /\vi: rage 14-159. 1 J 40 81 I 113.96 I 126.99 I 30.34 3.27 7.57 27-l 825 7.8 14.2 17.05 0.21 203 0. 11 0.42 14.00 12 6.63 7.4 12 54 775 IU 0.21 0 25

rc;JC() lo

~out ot'>C1V1.:c ''" '''""""

WEEKLY ANALYTICAL and MONTHLY AVERAGE RESULTS MO'iTll: JANUARY

Kincardinc Wastewater Treatment Plant YEAR: 2014

lntluent t:ffluent RAW INFLllENT FINAL EFFLl'E'fr Flow Flow

Ammonia1 Fcdcral

Test Alkalin11y Conduct- Alkalinity Nitrite Nnrah.: Ammonium l-,-Coli Temper- Conduct- Unionit..td Unioniz-:d II m

3ld m3/d BODS S.S. TKN Total p pH CaC03 1v1ty CBOD5 S. S TKN Total p CaC03 N02 N03 NH3, Nl!4 P<.!r DO pll acurc 1v1ty Ammonia Ammonia

Date mg/L tn1!/L m!!/L m!.IL ITI>!iL uS/cm m!JL mWL m!!'L ml!/L mg/L m!!/L mWL m0L 1001nl mg/L c uS/o.:m 111//L 11111/L

I 2014 2524 76 95 20.1 I. 75 7.63 269 881 6 9 19.4 0.26 232 - 0.06 19.0 ~ 4.98 7.85 20.0 848 0.515 --9-Jan

2 3383 3477 86 71 25.0 2.63 7.47 287 886 4 4 19.4 0.14 226 0.09 0.44 16.0 m 6.53 7.79 22.0 405 0.440 --23-Jan

3

4

5 I

6 I

Number of 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0

Tes ls

Monthly Average: 81 83 22.55 2.19 7.55 278 883.50 5.00 6.50 19.40 0.20 229.00 0.06 0.25 17.50 2 5.76 7.82 21.00 626.50 0.48 #DIV/O!

Monthlv Limits· 30 40 I 0 200

Comments: ~ rd~rs to<

WEEKLY ANALYTICAL and MONTHLY AVERAGE RESULTS MONTH: FEBRUARY

Kincardine \Vaste\vater Treatment Plant YEAR: 2014

Influent Effluent RAW INFLllENT FINAL EFFLllENT Flow Flow

Ammonia, Fcdc:rnl

T..:st Alk.ilinny Conduct- Alh.almity Nitrit.: Nitrat..: Ammonium C-Col1 Tc:mp..:r- Conduc1- Unionized Uniornt.cd

' mJ/d mJ/d BODS S. S TKN Total p pH CaC03 1v1ty CHOD5 S. S TKN Total p CaC03 N02 N03 NH31 NII-I- Per DO pll :uun: IV!ly Ammonia Ammonia Dale ml!/L mu/L m!.!/L mwL ml!/L 11S/cm m!.!/L ml!/L mg/L m)-'JL mwL mdL ml!/L m!.!/L 100ml mg/L c uS/cm u,<1/L 11111/L

I 2728 2293 50 59 12.5 1.71 7.11 265 883 5 6 18.1 0.16 240 0.06 ~ 19.2 ~ 5.4 7.11 2.6 903 0.800 --6-Fcb

2 4257 2723 85 87 16.8 1.79 6.85 252 808 6 3 20-Fcb

19.5 0.13 ?" ->O 0.09 ~ 0.1 ~ 5.37 7.11 2.6 903 0.025 0.091

3

4

5 I

6 I

Number of 2 2 2 2 2 2 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2.00 I

Tests

J\'lonthly Average: 67.50 73.00 14.65 I. 75 6.98 258.50 845.50 5.50 4.50 18.80 0.15 236.50 0.08 0.06 9.65 2.00 5.37 7.11 2.60 903.00 0.413 0.091

Monthlv Limits: 30 40 LO 200

Comments: ~ refers to<

.. NOT 1u-:coRDl])

WEEKLY ANALYTICAL and MONTHLY AVERAGE RESULTS MOl\TH: MARCI!

Kincardinc \Vastcwater Treatment Plant VEAR: 2014

lntlucnt Etlluent RAW INFLllENT FINAL EFFLllENT Flow Flow

Ammon1a-1 F<!d..:ral Test Alh.alinity Conduct- Al!...alinity Nitrite Nitrah:: Ammonium E-Coli Temper- Conduct- Unioniz<:d Unionized

" m3/d m3/d BODS S. S TKN Total P pH CaC03 lVlly CBOD5 S. S TKN Total p CaC03 N02 N03 NHJ 1 NH-I Pee DO pH atur<: 1v11y Ammonia Ammonia

Date mWL m0L mdL m0L mi.''L uS/cm ml!/L mldL ml!IL ml!IL mc/L mwL mdL m!!/L 100m! m<.!.IL c 11S!cm 1111/L. 111!J/L

I 2662 2184 231 268 67.3 8.31 7.46 351 843 5 6 23.0 0.15 246 .0:03.: 0Jl6 20.9 2 2.44 7.06 3.8 944 0.027 0.173 6-Mar

2 4906 4151 41 268 20.2 1.95 6.93 62 861 6 6 20.6 0.14 234 0.03 0.11 0.11 i<< ~ 6.94 7.15 3.9 900 0.035 0.165 20-Mar

3

4

5 I

6 I

Number of 2 2 2 2 2 2 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2.000 2.000

Tests

~-Jonthly Average: 136 268 43.75 5.13 7.2 207 852.00 5.5 6.0 21.80 0.15 240.0 0.03 0.09 10.51 2.00 4.69 7.11 3.85 922.00 0.031 0.169

Monthlv Limits 30 40 1.0 200

Comments: reters to<

WEEKLY ANALYTICAL and MONTHLY AVERAGE RESULTS MONTH: APRIL

Kincardine \Vastc\Vater Treatment Plant YEAR: 2014

Influent Elllucnt RAW INFLUENT FINAL EFFLllENT Flow Flow

Ammon1a1 Federnl Test Alkalinity Conduct- Alkalinity Nitrite Nitrah: Am mom um L'.-Coli l\:mper- Conduct- U111on1zcd Unioniz.:d

II mJ/d mJ/d BOD5 S.S. l'KN Total I' pH CaC03 1v1ty CBOD5 S. S TKN Total p CaCOJ NO:?: N03 NHJfNll~ Per 1)0 pH alure 1v11y Ammonia Ammonia Date mg/L ITI1! 1L ml• L mg/L me/L uS/cm m0L rnl!IL m\.'/L m!!·L m.!/L moll rnl!IL mdL !OOml m~/L c uSkm u,q/L mfJIL

I 5933 4525 105 134 32.6 4.20 7.75 226 785 7 11 15.8 0.20 213 0.06 0.60 17.4 T~1ii 1 8.00 7.21 3.3 857 0.031 0.131 3-Apr

2 5491.17 4509 128 117 42.6 2.77 8.55 351 857 8 13 10.70 0.12 191 " " 9.5 4.00 13.23 6.59 5.3 691 0.005 0.348 !6-Apr

3

4

5 I

6 I

Number of 2 2 2 2 2 2 2 2 2 2 2 2 I I 2 2 2 2 2 2 2 2

Tests

J\'lonthly Average: 116.5 125.5 37.60 3.49 8.15 288.50 821.00 7.5 12.0 13.25 0.16 202.0 0.06 0.60 13.45 2.83 10.62 6.90 4.30 774.00 0.018 0.240

Monlhlv Limit:-.: 30 40 LO :?:00 Comments: ~ refers to<

** Sampk was miss.:d by the Lab

WEEKLY ANALYTICAL and MONTHLY AVERAGE RESULTS MONTH: MAY

~~~~~~~~~-

Kincardine Wastewater T reatment Plant YEAR: 20 14

Influent Eflluent RAW INFLUENT FINAL EFFLUENT f low flow

Ammonia + Federal Test Alkalinity Conduct- Alkalinity Nitrite Nitrate Ammonium E-Coli Field Temper- Conduct- Unionized Unionized

# m3/d m3/d BOOS s. s. TKN Total P pll CaC03 ivity CBOD5 S. S. TKN Total P CaC03 N02 N03 NH3 t NH4 Per DO pll aturc ivity Ammonia Ammonia Date m).lfL ml!/L mg.IL m).\(L mlifL uS/cm mlifL mi;/L ml!/L ml!/L mg/L mWL m).\(L mi;/L IOOml mwL c uS/cm •nil tRn/£

I 4368.75 3079 112 133 15.2 1.68 -- 233 -- 13 29 9.7 0. 15 179 0.09 1.10 8.0 100 -- 7.15 12. 10 -- 0.025 0.540 I-May

2 8337.45 20 1 - -- -- -- -- -- -- 6 27 8.7 0. 16 177 0.37 1.1 9 8.2 14 -- 7.25 18.20 -- 0.051 0.420 13-May

3 10056 5344 64 175 13.80 1.35 7.4 236 620 4 II 9.7 0. 14 179 0.2 1 0.67 8.4 84.0 6. 12 7.60 17.50 752 0. 108 0.173 15-May

4 3923 2486 67 87 2 1.2 1.98 7.6 276 277 7 12 12.9 0.22 219 0. 17 0.64 12.0 ~ 4.48 7.27 18. 1 893 0.077 0.461 29-May

5 I

6 (

Number of 3 3 3 3 2 3 2 4 4 4 4 4 4 4 4 4 2 4 4 2 4 4

Tests

Monthly Average: 8 1 132 16.73 1.67 7.48 248.33 448.50 7.5 19.8 10.25 0. 17 188.50 0.2 1 0.90 9. 15 37 5.30 7.32 16.48 822.50 0.065 0.399

Monthly Limits: 30 40 1.0 200 Commcn1s: ~ rc::lt:rs to < Nole: Exira set of final effluent samples taken on May 13 for planned by-pass of the UV for concrete channel repair

WEEKLY ANALYTICAL and MONTHLY AVERAGE RESULTS MONTll: JUNE

Kincardine Wastewater Treatment Plant YEAR: 2014

Influent Eflluent RAW INFLllENT FINAL U'FLl'ENT Flow Flow

!\mmoniai- Fed..:ral Test Alkalinity Conduct- Alkalinity Nitrite Nitrate Ammonium E-Coli Temper- Conduct- Unionized Unioni.i:ed

11 m3/d m~/d BODS S.S. TKN Total P p/J CaC03 lVllY CBOD5 S. S TKN Total p CaC03 N02 N03 NH3>N!I-+ 1>..:r DO pH ature 1v11y Ammonia Ammonia

Date m,.:/L mdL mg/L mg/L mg/L uS!cm mdL mg/L ml!/L mg/L mg/L m0L mJ.:IL m_glL lOOml mg/L c uS/cm uf!IL m!J/L

1 3338.9 1880 132 125 28.0 3.06 7.9 275 893 5 3 14.0 0.36 226 0.32 0.46 12.2 84 3.44 7.77 21.0 967 0.300 0.287 12-Jun

2 3315.7 2448 115 172 29.5 3.16 7.73 280 830 4 3 17.5 0.08 212 0.21 0.60 14.3 2 5.09 7.34 20.9 822 0.131 0.402 26-Jun

3

4

5 I

6 I

Number of 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2

Tests

Monthly Average: 124 149 28.75 3.11 7.8 278 861.50 4.5 3.0 15.75 0.22 219.0 0.27 0.53 13.25 12.96 4 8 21 894.50 0.216 0.345

Monthly Limits: 30 40 1.0 200

Comments: ••• reters to<

WEEKLY ANALYTICAL and MONTHLY AVERAGE RESULTS MONTH: JULY

Kincardinc Wastewater T reatment Plant YEAR: 20 14

lnllucnl Efllucnt RAW INFLUENT FINAL EFFLUENT Flow Flow

Ammonia • Federal Test Alkalinity Conduct· Alkalinity Nitrite Nitrate Ammonium E-Coli Temf>"r· Conduct- Unionized Unionized

# m,/d m'Jd BOD5 S. S. TKN Total P pll CaC03 ivity CBOD5 s s. TKN Total P CaC03 N02 N03 NH3+NH4 Per DO pH aturc ivity Ammonia Ammonia Oat~ m~ m!!IL mi:/L m!!IL mg/L uSlcm m!(!L m!!IL mg/L mg/L m!!IL m!!IL m•'n mull IOOml mg/L c uSlcm un/C inn/£

I 335 1.1 5 2 11 6 162 11 8 49.9 4.86 7.84 303 792 4 4 17. I 0. 10 210 0. 12 0.45 18.4 ·}~U 4.05 7.27 2 1.7 831 0. 153 --10-Jul

2 3009.6 872 100 85 24. 1 2.74 7.16 235 785 7 15 18.6 0. 15 219 0 .14 0.59 19.0 22-l 4.95 7.37 22. 1 9 10 0.203 --24-Jul

3

4

5 I

6 I

Number or 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0

T~'S!S

Monthly Average: 13 1 102 37.00 3.80 7.5 269 788.50 5.5 9.5 17.85 0. 13 2 14.5 0.13 0.52 18.70 2 1 5 7 22 870.50 0. 178 #OIV/O!

Monthlv Limits: 30 -10 1.0 200

Com men ls: ·!•' ·: ....

WEEKLY ANALYTICAL and MONTHLY AVERAGE RESULTS MONTH: AUGUST

Kincardine Wastewater 'l'reatmcnt Plant VEAR: 2014

Influent Eflluent RAW INFLUENT FINAi, EFFLl'ENT Flow Flow

Ammonia 1 h::dcral

Test Alkalinity Conduct- Alkalinity Nitrite Nitrate Ammonium E-Coli Temper- Conduct- Unioniz.;:d Unionized

If m3/d m~/d BODS S_ S. TKN Total P pH CaC03 IV!ly CBOD5 s s TKN Total p CaC03 N02 N03 NH3+Nl-14 Pee DO pl\ aturc 1v!\y Ammonia Ammonia

Date m).!/L ITIP L m0L m.!!L m!!/L uS/cm mu/L ml!IL m!!IL m•'L mdL mg/L m<.!IL m1..!IL IOOml mdL c uS/crn Ufi/L mf{/L

I 2871.23 998 118 188 56.9 6.36 7.81 310 817 17 24 21.6 0.22 176 0.15 0.50 17.7 38 5.35 7.81 17.9 770 0.379 --7-Aug

2 3015.05 1537 136 188 5 l.5 7.54 7.80 262 !056 14 33.0 16.4 0.18 153 0.15 0.61 13.8 4300 8.38 8.02 20.5 728 0.570 --2 l-J\ug

3 2696.55 943 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- ~-0 -- -- -- -- -- --28-Aug

4

5 I

6 I

Number of 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 0

Tests

Monthly Average: 127.0 188 54.20 6.95 7.8 286 936.50 15.5 28.5 19.00 0.20 164.5 0.15 0.56 15.75 68.88 6.87 7.92 19.20 749.00 0.475 #DlV/0'

Monthlv Limits: 30 40 1.0 200

Comments; ~ nder::> to<

WEEK LY ANALYTICAL and MONTH LY AVERAGE RESU LTS MONT ll: SEPTEMBER

Kincardinc Wastewater Treatment Plant YEAR: 2014

tnn ucnl Effiucnt RAW INFLUENT FINAL EFFL UENT Flow Flow

Arn1nonia t Federal Test Alkalinity Conduct- Alkalinity Nitrite Nitrate Ammonium E-Coli Temper- Conduct- Unionized Unionized

# m'/d m'/d BODS S. S. TKN Total P pH CaC03 ivity CBOD5 s. s. TKN Total P CaC03 N02 N03 NH3+Nl l4 Per DO pH ature ivi ty Ammonia Ammonia D-jte mwL mi:IL mg/L ml'/L ml!/L uS/cm mwL mg/L mg/L ml!/L mwL mg/L mefL mg/L IOOml m)!/L c uSlcm uJJIC. mJJIC.

I 2872.95 1428 102 149 36.6 4.48 8. 13 284 97 1 13 ?~ _ _, 16.9 0.23 148 0. 10 0.32 12.0 15 5.29 7.57 23.4 727 0.22 1 --

4-Scp

2 2487.05 947 127 17 1 36.9 3.80 7.95 280 1033 7 22 17.7 0. 16 162 0 .08 0.48 15.2 H'2/ , 7.99 7.12 16.30 741 0.060 --18-Scp

3

4

5 I

6 I

Number of 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0

T~'Sts

Mont hly Average: 11 5 160 36.75 4. 14 8.0 282 1002 10.0 22.5 17.30 0.20 155.0 0.09 0.40 13.60 5 7 7 20 734.00 0. 14 1 #DIY/O!

Monthlv L1111its: 30 40 1.0 200 ..... C.:ommt nts: rdi:rs to <

WEEKLY ANALYTICAL and MONTHLY AVERAGE Rf.SUL TS MONTll: OCTOBER

Kincar<.line Wastewater Treatment Plant YEAR: 20 14

Influent Effluent RAW INFLUENT FINAL EFFLUENT Flow Flow

A11u 11011ii.1 t Fcdcrnl Test Alkalinity Conduct- Alkalinity Nitritl! Nitrate A nu 110 11 iu111 E-Coli TcmP'!r- Conduct- Unionized Unionized

# m'ld m'/d 8005 S. S. TKN Total P pll CaC03 ivity CBOOS S. S. TKN Total P CaC03 N02 N03 NIJ:1 • NH4 Per DO pll ature 1vi ty Ammonia A1111nonia Date mi:fL mi:/L mi:fL mi:fL mifL uS/cm mifL rnifL mi:fL mifL mifl mifL m.,/L ml!IL JOOml mg/L c uS/cm •iii' mii/(.

I 2975.4 169 1 178 57 20.3 1.98 7.43 289 11 06 14 26 14.7 0.2 1 146 0. 13 0.56 14.2 162 8.3 1 7.85 17.5 702 0.323 --2-0ct

2 2742.35 2 159 159 140 40.6 3.90 8.25 305 77 1 18 33 15. 1 0.2 1 150 0.11 0.50 14.6 '/5/ 9.50 8. 12 15.9 729 0.542 --16-0ct

3 3502.05 230 1 11 0 90 18.9 1.69 6.7 276 1043 9 ')~ _ _, 15.8 0.20 181 0.06 0.34 13.6 y::zn::· 9. 10 7.5 1 9.6 740 0.079 --30-<.X:t

-'

5 I

6 I

Number of 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 0

Tests

Monthly Avcr.1gc: 149 96 26.60 2.52 7.5 290 973 13.7 27.3 15.20 0.2 1 159.0 0. 10 0.47 14. 13 12 9 8 14 723.67 0.3 15 # DI V/O!

Monthly L. 11nits: J O 40 1.0 200

Comments: refers to <

WEEKLY ANALYTICAL and MONTH LY AVERAGE RESULTS MO Tit: NOVEM13ER

Kinca n.Jine Wastewate r Treatment Pla nt YEAR: 2014

In fluent E fflu en t RAW INFLUENT FINAL EFFLUENT Flow Flow

Ammonm t Federal Tcsl Alkalinily Conducl- Alkalini1y Nitrite: Nitrate.: A 111111oniu111 E-Coli Temper- Conducl- Unionized Unionized

# m'/d m'/d 1301)5 s. s. TKN Total P pll CaC03 iv1ty CBODS S. S. TKN Total p CaCOJ N02 NOJ NH:H NH4 Per DO pll aturc ivuy Ammonia Anu11onia Daic 111i:fL 1111!/L 111i:fL 111i:fL mi:fL uS/cm 111i:fl. 111i:fL 111i:fL 111!,!IL. 1111!/I. mi:/L m)!IL m)!IL 1001111 m)!IL c uS/cm ufl/L mfl/L

I 3553.95 235 1 140 104 40.4 4.22 7.64 3 16 853 4 19 17.4 0.63 197 0.04 0.28 15.9 3 100 6.37 7.2 1 4.1 802 0.030 --13-Nov

2 5594.4 5 153 -- -- -- -- -- -- -- -- -- - - -- -- -- -- 8 -- -- -- -- -- --24-Nov

3 4971.4 4576 - - - - -- -- -- - - -- -- -- -- - -- 24.0 -- - -- -- - -25-Nov

-' 4311.7 2593 56 28 13.0 1.43 6.75 3 10 878 6 16 16.6 0.26 206 0.04 0.32 14.9 4 11.97 7.59 J ~ - . .> 738 0.058 --

27-Nov

s I

6 I

Number of 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 2 2 2 2 2 0

Tests

Monthly Aver.1gc: 98 66 26.70 2.83 7.2 313 865.50 5.0 17.5 17.00 0.45 201.5 0.04 0.30 15.40 39 9 7 3 770.00 0.044 #DIV/O!

Monthlv Li11111s: 30 40 1.0 200

C ommcn&s: ~ refers to <

WEEKLY ANALYTICAL and MONTHLY AVERAGE RESULTS MO Tit: DECF.M 13ER

Kincar<line \.Vastewatcr Treatment Pla nt YEAR: 2014

lnOucnt EfOucnl RAW INFLUENT FINAL EFFLUENT Flow Flow

Ammonia I Fedora I Test Alkalini1y Conduct- Alkalinuy Ni1ritc Nitrate /\11•1non1u111 E-Coli Temper- Conduc1- Unionized Unionized

fl m'ld m'/d BODS S.S. TKN Total P pll CaC03 ivily CBOD5 s. s. TKN Toial p CaCOJ N02 N03 Nll3 t NH4 Per DO pll aturc ivuy Ammonia A1n1nonia Da1c mi:fL mi:fL mi:fL mi:fL mg/L uS/cm mi:fL mi.:/L mi:fL mi.:/l. mi:fl. mg/l. mi.:/L mi.:/l. 1001111 mi:fl. c uS/cm •11/£. 11111/ L

I 317 1.7 4054 133 11 2 17.S 1.79 7.90 28 1 378 6 16 19.5 0.30 231 0.06 0.42 17.2 26 11 .65 7.46 3.5 2 16 0.055 --11-Dcc

2 3390.95 2028 152 54 20.2 1.66 7.5 307 86 1 10 II 18.6 0.30 221 0.05 0.37 16.7 1220 12.77 7.95 2.2 807 0. 146 --22-Dcc

3

4

5 I

6 I

Number o f 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0

Tcsb

Mon1hly Average: 143 83 18.85 1.73 7.7 294 6 19.50 8.0 13.5 19.05 0.30 226.0 0.06 0.40 16.95 178 12 8 3 511.50 0. 10 1 #DlV/O!

Mo11tlllv l.11111ts: 30 40 1.0 200 Comments:

:;:::::::::::·::::

Appendix D

' l '\ .

SGS Canada Inc. P.O. Box 4300 -185 Concession St. Lakefield - Ontario - KOL 2HO Phone: 705-652-2000 FAX: 705-652-6365

Mun of Kincardine (WWTP) Attn Donna Hardman

155 Durham St. Kincardine, ON N2Z 1A4,

Phone: 519-396-4660 Fax:pdf

CERTIFICATE OF

24-April-2014

Date Rec.: LR Report:

Copy:

ANALYSIS

17 April 2014 CA12568-APR14

#1

Final Report

Analysis 1: 2: 3: 4: 5: Analysis Analysis Analysis Analysis Final Effluent

Start Date Start Time Approval Approval Date Time

Sample Date & Time 16-Apr-1411:25

Temperature Upon Receipt [°C} 3.0

Chloride [mg/L] 22-Apr-14 10:07 22-Apr-14 19:52 82

Chemical Oxygen Demand [mg/L] 21-Apr-14 08:45 22-Apr-14 15:16 41

Dissolved Organic Carbon [mg/L] 17-Apr-14 21 :25 22-Apr-14 12:55 6.6

4AAP-Phenolics [mg/lj 22-Apr-14 07:46 23-Apr-14 15:03 < 0.002

Hardness [mg/L as CaC03] 22-Apr-14 15:45 22-Apr-14 13 39 218

Silver (total) [mg/L] 22-Apr-14 15:45 22-Apr-14 13:39 < 0.08

Aluminum (total) (mg/L] 22-Apr-14 15:45 22-Apr-14 13:39 0.70

Arsenic (total) {mg/L) 22-Apr-14 15:45 22-Apr-14 13:39 0.01

Barium (total) (mg/L] 22-Apr-14 15:45 22-Apr-14 13:39 0.0159

Beryllium (total) [mg/LJ 22-Apr-14 15:45 22-Apr-14 13:39 < 0.0001

Boron (total) [mg/LJ 22-Apr-14 15:45 22-Apr-14 13:39 0.060

Bismuth (total) lmg/LI 22-Apr-14 15:45 22-Apr-14 13:39 < 0.05

Calcium (total) [mg/L] 22-Apr-14 15:45 22-Apr-14 13:39 63.2

Cadmium {total) [mg/L] 22-Apr-14 15:45 22-Apr-14 13:39 < 0.001

Cobalt (total) [mg/LI 22-Apr-14 15:45 22-Apr-14 13:39 0.002

Chromium (total) [mg/L) 22-Apr-14 15:45 22-Apr-14 13:39 < 0.001

Copper (total) [mg/L] 22-Apr-14 15:45 22-Apr-14 13:39 < 0.003

Iron (total) [mg/L] 22-Apr-14 15:45 22-Apr-14 13-39 0.241

Potassium (total) (mg/LJ 22-Apr-14 15:45 22-Apr-14 13:39 7.60

Lithium {total) [mg/L) 22-Apr-14 15:45 22-Apr-14 13:39 < 0.1

Magnesium (total) [mg/LJ 22-Apr-14 15:45 22-Apr-14 13:39 14.6

Manganese {total) [mg/L] 22-Apr-14 15:45 22-Apr-14 13:39 0.0666

Molybdenum {total) [mg/Lj 22-Apr-14 15:45 22-Apr-14 13:39 < 0.01

Sodium (total) [mg/L] 22-Apr-14 15:45 22-Apr-14 13:39 51.7

Nickel (total) [m9/L] 22-Apr-14 15:45 22-Apr-14 13:39 < 0.004

Phosphorus (total) [mg/L] 22-Apr-14 15:45 22-Apr-14 13:39 0.296

Lead (total) [mg/L] 22-Apr-14 15:45 22-Apr-14 13:39 < 0.007

Antimony {total) [mg/L) 22-Apr-14 15:45 22-Apr-14 13:39 < 0.02

Selenium (total) [mg/L] 22-Apr-14 15:45 22-Apr-14 13:39 < 0.01

Silicon {total) [mg/L] 22-Apr-14 15:45 22-Apr-14 13:39 2.02

Tin (total) [mg/L] 22-Apr-14 15:45 22-Apr-14 13:39 < 0.02

Strontium {total) [mg/L] 22-Apr-14 15:45 22-Apr-14 13:39 0.380

Titanium (total) {mg/L] 22-Apr-14 15:45 22-Apr-14 13:39 < 0.001

Thallium {total) {mg/L) 22-Apr-14 15:45 22-Apr-14 13:39 < 0.004

Page 1 of 3 Data reported represents the sample submitted to SGS. Reproduction of this analytical report in full or in part is prohibited without prior written approval. Please refer to SGS

General Conditions of Services located at http://www.sgs.com/terms_and_conditions_service.htm. (Printed copies are available upon request.) Test method information available upon request. "Temperature Upon Receipt" is representative of the whole shipment and may not reflect the temperature of individual samples.

-' ., , I I. -1

.'.I ' ·'t

SGS Canada Inc. P.O. Box 4300 -185 Concession SI. LR Report: CA12568-APR14 Lakefield - Ontario - KOL 2HO Phone: 705-652-2000 FAX: 705-652-6365

Analysis 1: 2: 3: 4: 5: Analysis Analysis Analysis Analysis Final Effluent


Uranium (total) [mg/L] 22-Apr-14 15:45 22-Apr-14 13:39 < 0.01

Vanadium (total) (mg/l) 22-Apr-14 15:45 22-Apr-14 13:39 0.002

Tungsten (total) [mg/L] 22-Apr-14 15:45 22-Apr-14 13:39 0.006

Yttrium (total) [mg/L] 22-Apr-14 15:45 22-Apr-14 13:39 < 0.0005 Zinc (total) [mg/l] 22-Apr-14 15:45 22-Apr-14 13:39 0.006

Benzene [ug/Lj 23-Apr-14 07:31 24-Apr-14 12:36 < 0.5

Bromodichloromethane [ug/l] 23-Apr-14 07:31 24-Apr-14 12:36 < 0.5

Bromoform {ug/L] 23-Apr-14 07:31 24-Apr-14 12:36 < 0.5

Bromomethane [ug/L] 23-Apr-14 07:31 24-Apr-14 12:36 < 0.5

Carbon tetrachloride [ug/L] 23-Apr-14 07:31 24-Apr-14 12:36 < 0.2

Chlorobenzene [ug/l] 23-Apr-14 07:31 24-Apr-14 12:36 < 0.5

Chloroethane (ug/l] 23-Apr-14 07:31 24-Apr-14 12:36 <5

Chloroform [ug/l] 23-Apr-14 07:31 24-Apr-14 12:36 < 0.5

Chloromethane [ug/l] 23-Apr-14 07:31 24-Apr-14 12:36 <5

Oibromochloromethane [ug/l] 23-Apr-14 07:31 24-Apr-14 12:36 < 0.5

1,2-0ichlorobenzene [ug/L] 23-Apr-14 07:31 24-Apr-14 12:36 < 0.5

1,3-0ichlorobenzene [ug/L} 23-Apr-14 07:31 24-Apr-14 12:36 < 0.5

1,4-0ichlorobenzene [ug/L] 23-Apr-14 07:31 24-Apr-14 12:36 < 0.5

1, 1-Dichloroethane [ug/L] 23-Apr-14 07:31 24-Apr-14 12:36 < 0.5

1,2-Dichloroethane [ug/L] 23-Apr-14 07:31 24-Apr-14 12:36 < 0.5

1, 1-Dichloroethy!ene [ug/L] 23-Apr-14 07:31 24-Apr-14 12:36 < 0.5

1,2-Dichloropropane [ug/L] 23-Apr-14 07:31 24-Apr-14 12:36 < 0.5

trans-1,2-0ichloroethene [ug/l] 23-Apr-14 07:31 24-Apr-14 12 36 < 0.5

cis-1,2-Dichloroethene [ugllj 23-Apr-14 07:31 24-Apr-14 12:36 < 0.5

cis-1,3-0ichloropropene [ug/L} 23-Apr-14 07:31 24-Apr-14 12:36 < 0.5

trans-1,3-Dichloropropene [ug/l] 23-Apr-14 07:31 24-Apr-14 12:36 < 0.5

Ethylbenzene {ug/l] 23-Apr-14 07:31 24-Apr-14 12:36 < 0.5

Ethylenedibromide [ug/L] 23-Apr-14 07:31 24-Apr-14 12:36 < 0.2

Oichloromethane [ug/l] 23-Apr-14 07:31 24-Apr-14 12:36 < 0.5

Styrene [ug/L] 23-Apr-14 07:31 24-Apr-14 12:36 < 0.5

1, 1,2,2-Tetrachloroethane [ug/lj 23-Apr-14 07:31 24-Apr-14 12:36 < 0.5

Tetrachloroethene [ugll) 23-Apr-14 07:31 24-Apr-14 12:36 < 0.5

Toluene [ug/L] 23-Apr-14 07:31 24-Apr-14 12:36 < 0.5

Trichloroethylene [ug/L] 23-Apr-14 07:31 24-Apr-14 12:36 < 0.5

Vinyl Chloride [ug/l] 23-Apr-14 07:31 24-Apr-14 12:36 < 0.2

Trichlorofluoromethane [ug/l] 23-Apr-14 07:31 24-Apr-14 12:36 <5

1, 1, 1-Trichloroethane [ug/L} 23-Apr-14 07:31 24-Apr-14 12:36 < 0.5

1, 1,2-Trichloroethane {ug/l] 23-Apr-14 07:31 24-Apr-14 12:36 < 0.5

Xylene (total) [ug/l] 23-Apr-14 07:31 24-Apr-14 12:36 < 0.5

a-xylene [ug/l] 23-Apr-14 07:31 24-Apr-14 12:36 < 0.5

m/p-xylene [ug/L] 23-Apr-14 07:31 24-Apr-14 12:36 < 0.5

2-Chloroethylvinylether [ug/l] 23-Apr-14 07:31 24-Apr-14 12:36 <5

1, 1, 1,2-Tetrachloroethane [ug/l] 23-Apr-14 07:31 24-Apr-14 12:36 < 0.5



SGS Canada Inc. P.O. Box4300-185 Concession St. Lakefield - Ontario - KOL 2HO Phone: 705-652-2000 FAX: 705-652-6365

LR Report: CA12568-APR14

c~~~ arrie Gree 7w

Project Specialist Environmental Services, Analytical



"' :c :J ~

~

SGS Canada Inc. P.O. Box 4300 - 185 Concession St. Lakefield - Ontario - KOL 2HO Phone: 705-652-2000 FAX: 705-652-6365

Mun of Kincardine (WWTP) Attn : Donna Hardman

155 Durham St. Kincardine, ON N2Z 1A4,

Phone: 519-396-4660 Fax: pdf

CERTIFICATE OF

23-0ctober-2014

Date Rec. : LR Report:

Copy :

ANALYSIS

17 October 2014 CA 12565-0 CT14

#1

Final Report

Anal ysls 1: 2: 3: 4: 5: Analysis Analysls Analysls Analysis Flnal Effluent


Sample Date & Time 16-0ct-1 4 11:18.11 :25

Temperature Upon Receipt [' CJ 13.0

Chloride [mg/L) 21-0ct-14 14:31 22-0ct- 14 12:20 88

Chemical Oxygen Demand (mg/LJ 20-0ct-14 09:10 21-0ct-14 11:21 45

Dissolved Organic Carbon [mg/L) 20-0ct-14 07:20 20-0ct- t4 t3:38 6.3

4AAP-Phenolics (mg/L( 21-0ct-14 07:10 21-0ct- 14 11:23 < 0 .002

Hardness [mg/Las CaC03) 20-0ct-14 13:20 22-0ct-14 12:46 199

Silver (total) (mg/L( 20-0ct-14 13:20 22-0ct- t4 12:46 < 0.08

Aluminum (total) [mg/L) 20-0ct-14 13:20 22-0ct-14 t2:46 0.94

Arsenic (total) [mg/L) 20-0ct-14 13"20 22-0ct-14 12:46 < 0 .01

Barium (total) [mg/L[ 20·0ct-14 13:20 22-0ct-14 12:46 0.0131

Beryllium (total) (mg/L] 20·0Ct-14 13:20 22-0ct- 14 12:46 < 0.0001

Boron (total) [mg/L) 20-0ct-14 13:20 22-0ct-14 12:46 O. t 30

Bismuth (total) [mg/L) 20-0ct-14 13:20 22-0ct-14 12:46 < 0.05

Calcium (total) [mg/L( 20-0ct-1 4 13:20 22-0ct-14 12:46 53.0

Cadmium (total) [mg/L) 20-0ct- 14 13:20 22-0ct-14 12:46 < 0.001

Cobalt (total) [mg/L( 20-0ct-14 13 :20 22-0ct-14 12:46 0 .002

Chromium (total) [mg/L] 20-0ct-14 13:20 22-0ct-14 t 2:46 0 .002

Copper (total) (mg/L) 20-0ct-14 13:20 22-0ct-14 12:46 < 0.003

Iron (total) [mg/L] 20-0ct-14 13:20 22-0ct-14 12:46 0 .138

Potassium (total) [mg/L] 20-0ct- 14 13 :20 22-0ct-14 12:46 11.9

Lithium (total) [mg/L] 20-0ct-14 13:20 22-0ct-14 12:46 < 0 .1

Magnesium (total) [mg/L] 20-0ct- 14 13:20 22-0ct-14 12:46 16.1

Manganese (total) [mg/L] 20-0ct-14 13 :20 22-0ct-1 4 12:46 0 .0312

Molybdenum (total) [mg/L) 20-0ct-14 13:20 22-0ct-14 12:46 < 0.01

Sodium (total) [mg/L) 20-0ct- 14 13:20 22-0ct-14 12:46 60.0

Nickel (total) [mg/L) 20-0ct-14 13:20 22-0ct-14 12:46 < 0 .004

Phosphorus (total) [mg/L) 20-0ct-14 13:20 22-0ct-14 12:46 0 .419

Lead (total) [mg/L) 20-0ct-14 13:20 22-0cl -14 12:46 < 0.007

Antimony (total) [mg/L) 20-0ct-14 13:20 22-0ct-14 12:46 < 0.02

Selenium (total) (mg/L] 20-0ct-14 13:20 22-0ct-14 12:46 < 0.01

Silicon (total) [mg/L) 20-0ct-14 13:20 22-0ct-14 12:46 1.8 1

Tin (total) [mg/L) 20-0ct-14 13:20 22-0ct-14 12:46 < 0.02

Strontium (total) [mg/L) 20-0ct-14 13:20 22-0ct-14 12:46 0.475

Titanium (total) [mg/L) 20-0ct-14 13:20 22-0ct-1 4 12:46 < 0 .001

Thallium (total) [mg/L) 20-0ct-14 13:20 22-0ct-14 12:46 0 .004

Uranium (total) [mg/L[ 20-0ct-14 13:20 22-0ct-14 12:46 < 0.1

Page 1 of 3 Data reported represents the sample submitted to SGS. Reproduction of this analytical report In full or In part Is prohibited without prior written approval. Please refer to SGS

General Conditions of Services located at http://www.sgs.com/ terms_and_condltlons_service.htm. (Printed copies are available upon request .) Test method information available upon request . "Temperature Upon Receipt" is r epr esentative of the whole shipment and may not reflect the temperature of Individual samples.

SG~ SGS Canada Inc.

P.O . Box 4300 - 185 Concession St. LR Report: CA 12565-0CT14 Lakefield - Ontario - KOL 2HO

Phone: 705-652-2000 FAX: 705-652-6365

Analysis 1: 2: 3: 4: 5: Analysls Analysis Analys is Analysis Final Effluent

Start Date Start Time Approval Approval Date T ime

Vanadium (total) (mg/l) 20·0Ct-1 4 13:20 22-0ct-14 12:46 0.001

Tungsten (total) (mgll) 20-0ct-14 13:20 22-0cl-14 12:46 < 0.005

Yttrium (total) (mgll) 20-0cl-14 13:20 22-0ct-14 12:46 < 0.0005

Zinc (total) (mg/L) 20-0ct-1 4 13:20 22-0ct-14 12:46 0.005

Benzene (ug/l) 22-0ct-14 16:27 23-0ct-14 12:25 < 0.5

Bromodichloromelhane (ugl l ) 22-0cl -14 16:27 23-0ct-14 12:25 < 0.5

Bromoform (ugll( 22-0ct-14 16:27 23-0ct-14 12:25 < 0.5

Bromomethane (ugll) 22-0ct-1 4 16:27 23-0ct-14 12:25 < 0.5

Carbon tetrachloride (ugll) 22-0ct-14 16:27 23-0ct-14 12:25 < 0.2

Chlorobenzene (ug/l) 22-0cl - t4 16:27 23-0ct-14 12:25 < 0.5

Chloroethane (uglLJ 22-0ct-t 4 16:27 23-0ct-14 12:25 <5

Chloroform (ug/L) 22-0ct-1 4 16:27 23-0ct-14 12:25 < 0.5

Chloromethane (ug/L) 22-0ct-14 16:27 23-0ct-14 12:25 < 5

0 1bromochloromelhane (ug/L) 22-0ct-14 16:27 23-0ct-14 12:25 < 0.5

1,2-0ichlorobenzene {ug/L( 22-0ct-1 4 16:27 23-0ct-14 12:25 < 0.5

1,3-0ichlorobenzene (ugl l) 22·0Ct-14 16:27 23-0ct-14 12:25 < 0.5

1.4-0ichlorobenzene (ugll ) 22-0ct-14 16:27 23-0ct-14 12:25 < 0.5

1, 1-0ichloroethane (ug/L) 22-0cl-14 16:27 23-0cl-14 12:25 < 0.5

t ,2-0ichloroethane {ug/l) 22-0ct-14 t6:27 23-0ct- 14 12:25 < 0.5

1.1-Dichloroethylene (ugll ) 22-0ct-14 16:27 23-0ct-14 12:25 < 0.5

1,2-0ichloropropane (ugll) 22-0ct- 14 16:27 23-0ct-14 12:25 < 0.5

trans-1 ,2-0 ichloroethene (ug/L) 22-0ct-14 16:27 23-0ct-14 12:25 < 0.5

cis-1,2-0ichloroethene (ug/l( 22-0ct-14 16:27 23·0ct- 14 12:25 < 0.5

cis-1,3-0ichloropropene {ugllJ 22-0ct-14 16:27 23-0ct- 14 12:25 < 0.5

lrans-1 ,3-0ichloropropene {ugll) 22-0ct-14 16:27 23-0ct-14 12:25 < 0.5

Ethylbenzene [ugll) 22-0cl-14 16:27 23-0ct- 14 12:25 < 0.5

Ethylenedibromide (ug/l( 22-0cl-14 16:27 23-0ct- 14 12:25 < 0.2

Oich loromethane (ug/l) 22-0ct- 14 16:27 23-0cl -14 12:25 < 0.5

Styrene (ugl l) 22-0ct-14 16:27 23-0cl -14 12:25 < 0.5

1, 1,2,2-Tetrachloroethane (ugll( 22-0ct-14 16:27 23-0ct-14 12:25 < 0.5

Tetrachloroethene (ug/l l 22-0ct-14 16:27 23-0 ct-14 12:25 < 0.5

Toluene (uglLJ 22-0ct-14 16:27 23-0 ct-14 12:25 < 0.5

Trichloroethylene [ug/L) 22-0ct-14 16:27 23-0ct-14 12:25 < 0.5

Vinyl Chloride [uglll 22-0ct-14 16:27 23-0ct-14 12:25 < 0.2

Trichlorofluorome1hane [ugll) 22-0cl-14 16:27 23-0ct-14 12:25 < 5

1, 1, 1-Trichloroethane [ug/L) 22-0ct-14 16:27 23-0ct-14 12:25 < 0.5

1, 1,2-Trichloroethane (ugil) 22-0ct-14 16:27 23-0 ct-14 12:25 < 0.5

Xylene (total) [ug/l) 22-0ct-14 16:27 23-0cl-14 12:25 < 0.5

o-xylene (ugll) 22-0ct-14 16:27 23-0cl-14 12:25 < 0.5

m/p-xylene (ug/l) 22-0ct-14 16:27 23-0ct- 14 12:25 < 0.5

2-Chloroelhylvinylelher [ug/l) 22-0ct-14 16:27 23-0ct- 14 12:25 < 5

1, 1, 1,2-Telrachloroethane [ugl lJ 22-0ct-14 16:27 23-0ct-14 12:25 < 0.5

~x:f,JJ~ Project Specialist Environmental Services, Analytical


General Conditions or Services located at http://www.sgs.com/terms_and_condit ions_servlce.hlm. (Printed copies are available upon request.) Test method Information available upon request . "Temperature Upon Receipt• Is representative of the whole shipment and may not renect the temperature of Individual samples.

0

SGS Canada Inc. P.O. Box 4300 -185 Concession St. Lakefield - Ontario - KOL 2HO Phone: 705-652-2000 FAX: 705-652-6365

LR Report: CA12565-0CT14


General Conditions of Services located at http://www.sgs.com/terms_and_conditions_service.htm. (Printed copies are available upon request.) Test method information available upon request. "Temperature Upon Receiptff is representative of the whole shipment and may not reflect the temperature of individual samples.

Appendix E

"' :i: :l ~ :J c 0

SGS Canada Inc. P.O. Box 4300 • 185 Concession St. Lakefield · Ontario · KOL 2HO Phone: 705-652-2000 FAX: 705-652-6365

04-February-2014 Mun of Kincard ine (wWTP) Attn : Donna Hardman Date Rec. : 24 January 2014

LR Report : CA 12508-JAN1 4

155 Durham St. Kincardine, ON Copy: #1

N2Z 1A4,

Phone: 519-396-4660 Fax:pdf

CERTIFICATE OF ANALYSIS Final Report

Analysis 1: 2: 3: 4: 5: Analys is Analysis Analysis A nalysis Leachate

Start Date Sta rt Time Approval Approval Date Time

Sample Date & Time 23-Jan-14 11 :30 Temperature Upon Receipt (°C] 2.0 Biological Oxygen Demand (BOD5) (mg/L] 24-Jan-14 15:05 29-.Jan-14 15:31 < 12 Total Suspended Solids [mg/L) 27-Jan-14 10:52 29-Jan-14 09:14 2340 Alkalinity (mg/L as CaC03] 31-Jan-14 09:45 03-Feb-14 12:15 1090 Total Kjeldahl Nitrogen [as N mg/L) 03-Feb-14 14:31 04-Feb-14 13:29 55.4 Ammonia+Ammonium (N) (mg/L] 24-Jan-14 18:43 28-Jan-14 10:57 47.3 Nitrite (as N) [mg/L] 24-Jan-14 15:09 27-Jan-14 15:22 0.04 Nitrate (as N) [mg/L] 24-Jan-14 15:09 27-Jan-1 4 15:22 0.90 Nitrate+ Nitrite (as N) (mg/L) 24-Jan-14 15:09 27-Jan-14 15:22 0.94 Chloride (mg/L) 24-Jan-14 17:13 27-Jan-14 12:03 120 Chemical Oxygen Demand [mg/L] 24-Jan-14 09:39 28-Jan-14 15:21 24 Dissolved Organic Carbon (mg/L] 24-Jan-14 17:55 29-Jan-14 07:49 39.7 4AAP-Phenolics (mg/L] 27-Jan-14 10:56 28-Jan-14 14:08 < 0.002 Hardness [mg/Las CaC03] 03-Feb-14 10:45 03-Feb-1 4 14:43 2360 Silver (total) [mg/L) 03-Feb-14 10:45 03-Feb-14 14:43 < 0.08 Aluminum (total) [mg/L] 03-Feb-14 10:45 03-Feb-14 14:43 51 .8 Arsenic (total) [mg/L) 03-Feb-14 10:45 03-Feb-14 14:43 < 0.01

Barium (total) [mg/L) 03-Feb-1 4 10:45 03-Feb-14 14:43 0.491 Beryllium (total) [mg/L) 03-Feb-14 10:45 03-Feb-14 14:43 0.0023 Boron (total) [mg/L] 03-Feb-14 10:45 03-Feb-14 14:43 0.713

Bismuth (total) [mg/L) 03-Feb-14 10:45 03-Feb-14 14:43 0.08 Calcium (total) [mg/L) 03-Feb-14 10:45 03-Feb-14 14:43 572 Cadmium (total) [mg/L) 03-Feb-14 10:45 03-Feb-14 14:43 0.0052 Cobalt (total) (mg/L) 03-Feb-14 10:45 03-Feb-14 14:43 0.036 Chromium (total) (mg/L) 03-Feb-14 10:45 03-Feb-14 14:43 0.085 Copper (total) (mg/L) 03-Feb-14 10:45 03-Feb-14 14:43 0.062

Iron (total) [mg/L) 03-Feb-14 10:45 03-Feb-14 14:43 63.8 Potassium (total) (mg/L] 03-Feb-14 10:45 03-Feb-14 14:43 62.4

Lithium (total) [mg/L] 03-Feb-1 4 10:45 03-Feb-14 14:43 < 0.1

Magnesium (total) [mg/L) 03-Feb-14 10:45 03-Feb-14 14:43 227 Manganese (total) (mg/L) 03-Feb-14 10:45 03-Feb-14 14:43 3.28 Molybdenum (total) [mg/L) 03-Feb-14 10:45 03-Feb-14 14:43 < 0.01 Sodium (total) [mg/L] 03-Feb-14 10:45 03-Feb-14 14:43 120


General Conditions of Services located at http://www.sgs.com/terms_and_conditlons_servlce.htm. (Printed copies are available upon request. ) Test method In formation available upon request . "Temperature Upon Receipt" Is representative of the whole shipment and may not reflect the temperature of individual samples.

sea SGS Canada Inc. P.O. Box 4300 - 185 Concession St. LR Report : CA12508-JAN14 Lakefield - Ontario - KOL 2HO Phone: 705-652-2000 FAX: 705-652-6365

A nalysis 1: 2: 3: 4: 5: Analysis A nalysis Analysis Analysis Leachate


Nickel (total) [mg/L) 03-Feb-14 10:45 03-Feb-14 14:43 0.079 Phosphorus (total) [mg/L) 03-Feb- 14 10:45 03-Feb-14 14:43 2.69 Lead (total) [mg/L) 03-Feb-1 4 10:45 03-Feb-14 14:43 0.056 Antimony (total) [mg/L) 03-Feb-14 10:45 03-Feb-14 14:43 < 0.02 Selenium (total) (mg/L) 03-Feb-14 10:45 03-Feb-14 14:43 < 0.01 Silicon (total) [mg/L) 03-Feb-14 10:45 03-Feb-14 14:43 82.7 Tin (total) (mg/L) 03-Feb-1 4 10:45 03-Feb-14 14:43 < 0.03 Strontium (total) [mg/L) 03-Feb-14 10:45 03-Feb-14 14:43 1.64 Titanium (total) [mg/L) 03-Feb-14 10:45 03-Feb-14 14:43 0.957 Thallium (total) [mg/L) 03-Feb-1 4 10:45 03-Feb-14 14:43 < 0.005 Uranium (total) [mg/L) 03-Feb-14 10:45 03-Feb-14 14:43 < 0.01 Vanadium (total) [mg/L) 03-Feb-14 10:45 03-Feb-14 14:43 0.093 Tungsten (total) [mg/L) 03-Feb-14 10:45 03-Feb-14 14:43 0.02 Yttrium (total) [mg/L) 03-Feb-14 10:45 03-Feb-1 4 14:43 0.044 Zinc (total) [mg/L) 03-Feb-1 4 10:45 03-Feb-14 14:43 1.12 Benzene (ug/L) 28-Jan-14 15:56 31-Jan-14 09:12 < 0.5 Bromodichloromethane (ug/L) 28-Jan-1 4 15:56 31-Jan-14 09:12 < 0.5 Bromoform (ug/L) 28-Jan-14 15:56 31-Jan-14 09:12 < 0.5 Bromomethane (ug/L) 28-Jan-14 15:56 31-Jan-14 09:12 < 0.5 Carbon tetrachloride [ug/L) 28-Jan-1 4 15:56 31 -Jan-1 4 09:12 < 0.2 Chlorobenzene [ug/L) 28-Jan-14 15:56 31-Jan-14 09:12 < 0.5 Chloroethane [ug/L] 28-Jan-14 15:56 31-Jan-14 09: 12 <5 Chloroform (ug/L) 28-Jan-1 4 15:56 31-Jan-14 09:12 < 0.5 Chloromethane [ug/L) 28-Jan-14 15:56 31-Jan-14 09:12 < 5 Dibromochloromethane [ug/L) 28-Jan-14 15:56 31-Jan-14 09:12 < 0.5 1,2-Dichlorobenzene [ug/L) 28-Jan-14 15:56 31-Jan-14 09:12 < 0.5 1,3-Dichlorobenzene [ug/L) 28-Jan-1 4 15:56 31-Jan-14 09:12 < 0.5 1,4-Dichlorobenzene [ug/L) 28-Jan-14 15:56 31-Jan-14 09:12 < 0.5 1, 1-Dichloroethane [ug/L) 28-Jan-14 15:56 31-Jan-14 09:12 < 0.5 1,2-Dichloroethane (ug/L) 28-Jan-14 15:56 31-Jan-14 09:12 < 0.5 1, 1-Dichloroethylene [ug/L) 28-Jan-14 15:56 31-Jan-14 09:12 < 0.5 1,2-Dichloropropane (ug/L) 28-Jan-14 15:56 31 -Jan-14 09:12 < 0.5 trans-1,2-Dichloroethene [ug/L) 28-Jan-14 15:56 31-Jan-14 09:12 < 0.5 cis-1 ,2-Dichloroethene [ug/L) 28-Jan-1 4 15:56 31-Jan-14 09:12 < 0.5 cis- 1,3-Dichloropropene (ug/L) 28-Jan-14 15:56 31-Jan-14 09:12 < 0.5 trans-1 ,3-Dichloropropene [ug/L) 28-Jan-14 15:56 31 -Jan-14 09:12 < 0.5 Ethylbenzene (ug/L] 28-Jan-1 4 15:56 31-Jan-14 09:12 < 0.5 Ethylenedibromide (ug/L) 28-Jan-14 15:56 31-Jan-1 4 09:12 < 0.2 Dichloromethane [ug/L) 28-Jan-14 15:56 31-Jan-14 09:12 < 0.5 Styrene (ug/L) 28-Jan-14 15:56 31-Jan-14 09:12 < 0.5 1, 1,2,2-Tetrachloroethane (ug/L] 28-Jan-14 15:56 31-Jan-14 09:12 < 0.5 Tetrachloroethene (ug/L) 28-Jan-14 15:56 31-Jan-14 09:12 < 0.5 Toluene [ug/L) 28-Jan-14 15:56 31-Jan-14 09:12 0.6 Trichloroethylene [ug/L] 28-Jan-14 15:56 31-Jan-14 09:12 < 0.5 Vinyl Chloride [ug/L) 28-Jan-14 15:56 31-Jan-14 09: 12 < 0.2 Trichlorofluoromethane [ug/L) 28-Jan-1 4 15:56 31-Jan-1 4 09:12 <5 1, 1, 1-Trichloroethane [ug/L) 28-Jan-14 15:56 31-Jan-14 09:12 < 0.5 1, 1,2-Trichloroethane [ug/L) 28-Jan-1 4 15:56 31-Jan-14 09:12 < 0.5 Xylene (total) [ug/L) 28-Jan-14 15:56 31-Jan-14 09:12 1.3

Page 2 of 3 Data reported represents the sample submitted to SGS. Reproduction of this analytical report In full or in part Is prohibited without prior written approval. Please refer to SGS

General Conditions of Services located at http://www.sgs.com/terms_and_conditions_servlce.htm. (Printed copies are available upon request.) Test method information available upon request. •remperature Upon Receipt" is representative or the whole shipment and may not reOect the temperature of individual samples.


Analysis

a-xylene [ug/l] m/p-xylene [ug/L] 2-Chloroethylvinylether [ug/l) 1, 1, 1,2-Tetrachloroethane [ug/l)

LR Report : CA 12508-JAN14

1: 2: 3: 4: 5: Analysis Analysis Analysis Analysis Leachate


28-Jan-14 15:56 31-Jan-14 09:12 < 0.5 28-Jan-1 4 15:56 31-Jan-14 09:12 0.9 28-Jan-14 15:56 31-Jan-14 09:12 <5 28-Jan-14 15:56 31-Jan-14 09:12 < 0.5

~~~ Project Specialist Environmental Services, Analytical

Page 3 of 3 Data reported represents the sample submitted to SGS. Reproduction of this analytical report In full or in part Is prohibited wi thout prior written approval. Please refer to SGS

General Condit ions of Services located at http://www.sgs.com/terms_and_conditions_servlce.htm. (Printed copies are available upon request .) Test method information available upon request . "Temperature Upon Receipt• is representative of the whole shipment and may not reflect the temperature of Individual samples.

V\ >: ::i

l! :l . 0


Mun of Kincardine (WWTP) Attn : Donna Hardman

155 Durham St. Kincardine , ON N2Z 1A4,

Phone: 519-396-4660 Fax: pdf

05-August-2014

Date Rec. : 25 July 2014 LR Report: CA12607-JUL14

Copy: #1

CERTIFICATE OF ANALYSIS Final Report

Analysis 1: 2: 3: 4: 5: Analysis Analysis Analysis Analysis Leachate


Sample Date & Time 24-Jul-14 11 :25 Temperature Upon Receipt [0 C] 19.0 Biochemical Oxygen Demand (BODS) [mg/L] 25-Jul-14 15:30 30-Jul-14 13:28 22 Total Suspended Solids [mg/L] 28-Jul-14 12:36 30-Jul-14 10:09 535 Alkalinity [mg/L as CaC03] 28-Jul-14 09:20 29-Jul-14 15:27 1060 Chemical Oxygen Demand [mg/L] 29-Jul-14 10:18 29-Jul-14 15:57 200 Total Kjeldahl Nitrogen [as N mg/L] 25-Jul-14 14:41 28-Jul-14 15:25 55.9 Ammonia+Ammonium (N) [mg/L] 25-Jul-14 18:43 29-Jul-14 07:34 48.2 4AAP-Phenolics [mg/L] 28-Jul-14 07:48 28-Jul-14 11:38 < 0.002 Dissolved Organic Carbon [mg/L] 25-Jul-14 18:32 29-Jul-14 13:08 30.8 Chloride [mg/L] 29-Jul-14 14:42 31-Jul-14 14:52 140 Nitrite (as N) [mg/L] 29-Jul-14 10:22 30-Jul-14 19:41 < 0.03 Nitrate (as N) [mg/L] 29-Jul-14 10:22 30-Jul-14 19:41 < 0.06 Nitrate + Nitrite (as N) [mg/L] 29-Jul-14 10:22 30-Jul-14 19:41 < 0.06 Hardness [mg/L as CaC03] 28-Jul- 14 11 :35 28-Jul-14 15:36 942 Aluminum (total) [mg/L] 28-Jul-14 11 :35 28-Jul-14 15:36 2.94 Arsenic (total ) [mg/L] 28-Jul-14 11 :35 28-Jul-14 15:36 < 0.01 Barium (total) [mg/L] 28-Jul-14 11 :35 28-Jul-14 15:36 0.128 Beryllium (total) (mg/L] 28-Jul-14 11 :35 28-Jul-14 15:36 0.0001 Boron (total) [mg/L] 28-Jul-14 11 :35 28-Jul-14 15:36 0.642 Bismuth (tota l) [mg/L] 28-Jul-14 11 :35 28-Jul-14 15:36 < 0.05 Calcium (total) [mg/L] 28-Jul-14 11 :35 28-Jul-14 15:36 234 Cadmium (total) [mg/L] 28-Jul-14 11 :35 28-Jul-14 15:36 0.001 Cobalt (total) [mg/L] 28-Jul-14 11 :35 28-Jul-14 15:37 0.005 Chromium (total) [mg/L] 28-Jul-14 11:35 28-Jul-14 15:37 0.008 Copper (total) [mg/L] 28-Jul-14 11 :35 28-Jul-14 15:37 0.005 Iron (total) [mg/L] 28-Jul-14 11 :35 28-Jul-14 15:37 11.4 Potassium (total) [mg/L] 28-Jul-14 11 :35 28-Jul-14 15:37 56.7 Lithium (total) [mg/L] 28-Jul-14 11 :35 28-Jul-14 15:37 < 0.1 Magnesium (total) [mg/L] 28-Jul-14 11 :35 28-Jul-14 15:37 87.1 Manganese (total) [mg/L] 28-Jul-14 11 :35 28-Jul-14 15:37 1.05 Molybdenum (total ) (mg/L] 28-Jul-14 11 :35 28-Jul-14 15:37 < 0.01 Sodium (total ) [mg/L] 28-Jul-14 11 :35 28-Jul-14 15:37 120 Nickel (total ) [mg/L] 28-Jul-14 11 :35 28-Jul-14 15:37 0.01 2

Page 1 of 3 Data reported represents the sample submitted to SGS. Reproduction of this analytical report In full or in part Is PfOhlbited without prior written approval. Please refer to SGS

General Conditions of Services located at http://www.sgs.com/ terms_and_conditlons_servlce.htm. (Printed copies are available upon request.) Test method information available upon request. "Temperature Upon Receipt" is representative of the whole shipment and may not reflect the temperature of individual samples.

SGS Canada Inc. P.O. Box 4300 - 185 Concession St. LR Report : CA12607-JUL 14 Lakefield - Ontario - KOL 2HO Phone: 705-652-2000 FAX: 705-652-6365

Analysis 1: 2: 3: 4: 5: Analysis Analysis Analysis Analysis Leachate


Phosphorus (total) [mg/l ] 28-Jul-14 11:35 28-Jul-14 15:37 0.905 Lead (tota l) [mg/L] 28-Jul-14 11:35 28-Jul-14 15:37 < 0.007 Antimony (total) (mg/l] 28-Jul-14 11 :35 28-Jul-14 15:37 < 0.02 Selenium (total) [mg/L) 28-Jul-14 11 :35 28-Jul-14 15:37 0.01 Silicon (total) [mg/L] 28-Jul-14 11:35 28-Jul-14 15:37 15.9 Tin (total) (mg/l] 28-Jul-14 11 :35 28-Jul-14 15:37 < 0.02 Strontium (total) (mg/l) 28-Jul-14 11 :35 28-Jul-14 15:37 1.39 Titanium (total) (mg/L] 28-Jul-14 11 :35 28-Jul-14 15:37 0.108 Thallium (total) [mg/L] 28-Jul-14 11 :35 28-Jul-14 15:37 0.006 Uranium (total) [mg/L] 28-Jul-14 11 :35 28-Jul-14 15:37 < 0.02 Vanadium (total) [mg/L) 28-Jul-14 11 :35 28-Jul-14 15:37 0.008 Tungsten (total) [mg/l] 28-Jul-14 11 :35 28-Jul-14 15:37 < 0.005 Yttrium (total) [mg/L] 28-Jul-14 11 :35 28-Jul-14 15:37 0.0005 Zinc (total) [mg/l ] 28-Jul-14 11 :35 28-Jul-14 15:37 0.225 Benzene (µg/L) 29-Jul-14 15:25 30-Jul-14 14:17 < 0.5 Bromodichloromethane [µg/L] 29-Jul-14 15:25 30-Jul-14 14:17 < 0.5 Bromoform [µg/l) 29-Jul-14 15:25 30-Jul-14 14:17 < 0.5 Bromomethane (µg/l] 29-Jul-14 15:25 30-Jul-14 14:17 < 0.5 Carbon tetrachloride [µg/L] 29-Jul-14 15:25 30-Jul-14 14:17 < 0.2 Chlorobenzene (µg/L) 29-Jul-14 15:25 30-Jul-14 14:17 < 0.5 Chloroethane [µg/l] 29-Jul-14 15:25 30-Jul-14 14:17 < 5 Chloroform [µg/L] 29-Jul-14 15:25 30-Jul-14 14:17 < 0.5 Chloromethane [µg/LJ 29-Jul-14 15:25 30-Jul-14 14:17 <5 Dibromochloromethane [µg/l] 29-Jul-14 15:25 30-Jul-14 14:17 < 0.5 1,2-Dichlorobenzene [µg/l] 29-Jul-14 15:25 30-Jul-14 14:17 < 0.5 1,3-Dichlorobenzene [µg/L) 29-Jul-14 15:25 30-Jul-14 14:17 < 0.5 1,4-Dichlorobenzene [µg/L] 29-Jul-14 15:25 30-Jul-14 14:17 0.8 1, 1-Dichloroethane [µg/L] 29-Jul-14 15:25 30-Jul-14 14:17 < 0.5 1,2-Dichloroethane [µg/L) 29-Jul-14 15:25 30-Jul-14 14:17 < 0.5 1, 1-Dichloroethylene (µg/L) 29-Jul-14 15:25 30-Jul-14 14:17 < 0.5 1,2-Dichloropropane [µg/L] 29-Jul-14 15:25 30-Jul-14 14:17 < 0.5 trans-1,2-Dich loroethene [µg/l) 29-Jul-14 15:25 30-Jul-14 14:17 < 0.5 cis-1,3-Dichloropropene (µg/l] 29-Jul-14 15:25 30-Jul-14 14:17 < 0.5 trans-1,3-Dichloropropene [µg/L] 29-Jul-14 15:25 30-Jul-14 14:17 < 0.5 Ethylbenzene [µg/l) 29-Ju l-14 15:25 30-Jul-14 14:17 0.5 Ethylenedibromide [µg/L] 29-Jul-14 15:25 30-Jul-14 14:17 < 0.2 Dichloromethane [µg/L] 29-Jul-14 15:25 30-Jul-14 14:17 < 0.5 Styrene [µg/L] 29-Ju l-14 15:25 30-Jul-14 14:17 < 0.5 1, 1,2,2-Tetrachloroethane [µg/L] 29-Jul-14 15:25 30-Jul-14 14:17 < 0.5 Tetrachloroethene [µg/L] 29-Jul-14 15:25 30-Jul-1 4 14:17 < 0.5 Toluene [µg/L) 29-Jul-14 15:25 30-Jul-14 14:17 1.5 Trich loroethylene (µg/L] 29-Jul-14 15:25 30-Jul-14 14:17 < 0.5 Vinyl Chloride (µg/l] 29-Jul-14 15:25 30-Jul-14 14:17 < 0.2 Trichlorofluoromethane [µg/l] 29-Jul-14 15:25 30-Jul-14 14:17 < 5 1, 1, 1-Trichloroethane [µg/l] 29-Jul-14 15:25 30-Jul-14 14:17 < 0.5 1, 1,2-Trichloroethane [µg/L] 29-Jul-14 15:25 30-Jul-14 14:17 < 0.5 Xylene (total) [µg/L] 29-Jul-14 15:25 30-Jul-1 4 14:17 1.9 o-xylene [µg/l] 29-Jul-14 15:25 30-Jul-14 14:17 0.5 m/p-xylene [µg/l] 29-Jul-1 4 15:25 30-Jul-14 14:17 1.4

Page 2 of 3 Oata reported represents the sample submitted to SGS. Reproduction of this analytical report In full or in part Is prohibited without prior written approval. Please refer to SGS

General Conditions of Services located at http://www.sgs.com/terms_and_conditlons_servlce.htm. (Printed copies are available upon request.) Test method information available upon request. "Temperature Upon Receipt• Is representative or the whole shipment and may not reflect the temperature or Individual samples.

SGS Canada Inc. P.O. Box 4300 - 185 Concession St Lakefield - Ontario - KOL 2HO Phone: 705-652-2000 FAX: 705-652-6365

Analysis

cis-1,2-Dichloroethene [µg/L)

2-Chloroethylvinylether [µg/L) 1, 1, 1,2-Tetrachloroethane [µg/L)

LR Report: CA12607-JUL14

1: 2: 3: 4: 5: Analysis Analysis Analysis Analysis Leachate


29-Jul-14 15:25 30-Jul-14 14:17 < 0.5

29-Jul-14 15:25 30-Jul-14 14:17 <5

29-Jul-14 15:25 30-Jul-14 14:17 < 0.5

CAM-'~~ arrie Gree aw

Project Specialist Environmental Services, Analytical


General Conditions of Services located at http://www.sgs.com/terms_and_conditions_service.htm. (Printed copies are available upon request.) Test method information available upon request. "Temperature Upon Receipt" is representative of the whole shipment and may not retlect the temperature of individual samples.

Appendix F

Parshall Flume Verification/ Calibration Report

Customer

Contact

Test Pelformed By:

Plant ID

Meter ID

FITID

Client Tag

GPS Coordinates

Converter Details Manufacturer

Model

Converter SIN:

Fuse

Programming Parameters Flume Type

Throat Dimension

Max. Head

Max. Flow

Zero Head

Blanking Distance

Practical Max. Head

AS FOUND

Kincardine, Town of

Shamus Anderson

Chief Operator

Paris Machuk

Field Representative

Kincardine WWTP

Influent

n/a nla

N44 9.512 & W81 38.430

Milltronlcs

OCM-111

082204105XV

Breaker #8 and also remove + input power from

back-up connection 23

Parshall

18.000 inches

0.504 m

368.13 lps

111.1999 cm

30.49999 cm

80.700 cm

0 16

0.05 0.150

34

~!-> Flowme1rix Technical Services Inc.

WESTERN OFflCE 212 Terrence Av!nue 0()fchesltt, On1ario NOi. IGJ 1: S 111-870.flOW (JS69) t: Sl&-26&.J.459 e; [email protected]

EASTERN OFACE 1602 O~ Wooler Roild

Wooltr. Ontario KOK 3MO

1: 116-n9.1'S6 r: SIJ.396-4294

e. [email protected]

www .nowmetrix.ca

Date of Verification

Calibration Frequency

Date of Next Verification

+/-Allowable Tolerance (Avg)

Error Represented in% F.S.

09-Jun-14

AMUal

June-15

5.0

Yes

AS FOUND CERTIFICATION

Totalizer Information

As Found

As Left Difference

Verification Instruments

29912 m3

30020 m3

108 m3

Board Simulator/ XRS5 Transducer

Fluke 787 Process Meter

Board In Process

DMM-3

11100 th second Stop Watch

Display Accuracy Verified

SCADA Verified

Totalizer Accuracy Verified

57 96

Yes

Yes

Yes

% F.S. Flow

0.250 0.350 0.490 m Display 10,536 57.081 125.226 210.107 352.521 lps

MUT (As Found) 10.13 54.05 125.27 207.28 354.47 lps

MUT (Error)~ -0.11 -0.82 0.01 -0.77 0.53 %F.S.

SCA DA 4.458 6.481 9.443 13.132 19.322 lps

MUT (As Found) 4.455 6.357 9.461 13.014 19.414 lps

MUT (Error) .. -0.01 -0.62 0.09 -0.59 0.46 o/oF.S.

Totalizer 352.521 lps

Test Volume 32 m3

lime 89.90 Seconds

Cale. Flowrate 355.95 lps

%Error 0.97 o/or.o.f.

•All values are for "As Found" values. If the values are not within acceptable limits an "As Left" certificate will be issued unless otherwise noted.

RESULTS

Avg. ·y. Error PASS/FAIL

DISPLAY -0.26 PASS SC ADA ·0.16 PASS

TOTALIZER 0.97 PASS

AU errors are defined as o/o Error of Full-scale (o/o F.S.) of adual now meter setup

This record only validates the operational integrity and accuracy verification results of the secondary element - now converter ONLY!!! This is not a complete verification/ calibration of the entire flow meter whereby, this verification does not validate the integrily of the primary element -measuremen1 device using a comparative technique or traceable standard.

Kincardine WWTP 1nnuent Meler OCMltl.xl• '"If we don'l measure 1t. how do you manage ,,.,..

V-Notch Weir Plate Verification{ Calibration Report

Customer

Contact

Test Performed By:

Plant ID

Meter ID FITID Client Tag

GPS Coordinates

Converter Details Manufacturer Model

Converter SIN:

Kincardine, Town of

Shamus Anderson Chief Operator

Paris Machuk

Field Representative

Kincardine WWTP Effluent Meter

rJa n/a

N44 9.767 & W81 38.953

Milltronics OCM-111 n/a

Fuse Fuse panel · Breaker 6

Programming Parameters Flume Type Notch Angle Max. Head

Max. Flow

Range @ Zero Flow

Blanking Distance

Zero Offset Transducer Height (min.)

AS FOUND

Display MUT (As Found) MUT (Error) ..

Current DIP MUT (As Found) MUT (Error) ..

Totalizer Test Volume lime

Cale. Flowrate % Error

V-Notch Weir 90.0 degrees 0.6100001 m

401 .05 lps

1.438 m

0.500 m 0 mm 1.110 m

0 3 0 0.150

0.000 12.026

0.00 10.41 nla ·0.40

4.000 4.480

3.988 4.399 ·0.06 -0.40

~!·> Flowmefrix Tectmical Services Inc.

WESTERN OFFICE 212 Terrerice Avenue Dorchester, Onlario NOL tG3 t 5t9~7o.FLOW t3569) t 519.265-3459 1: [email protected]

EASTERN OFFICE 1602 Old Wooler Roid

Wooler, Onlario KOK lMO

t us.ng.1456 t61l-39~294

e: [email protected]

www.flowmetrix.ca

Date of Verification Calibration Frequency

Date of Next Verification

30-May-14

Amual June-15

+/. Anowable Tolerance (Avg) Error Represented in % F.S.

5.0 Yes

17 0.300

68.027 62.76

·1.31 6.714

6.518 ·0.98

AS FOUND CERTIFICATION

Totalizer Information As Found

As Left Difference

Verification Instruments

110082 m3

110171 m3 89 m3

Board Simulator/ Transducer

Fluke 787 Process Meter Stop Watch

Display Accuracy Verified

Current Output Verified Totalizer Accuracy Verified

47 0.450

187.461

178.52 ·2.23 11.479

11.145

·1.67

96

0.600 384.820

372.24

·3.14 19.352 18.850

·2.51 384.820

35

93.94 372.58 ·3.18

OMM-3 111 oo th second

Yes

Yes Yes

'!. F.S. Flow

m lps lps

% F.S. mA mA

%F.S. lps

m3 Seconds

fps 'lor.o.f.

• All values are for "As Found" values. ff the values are not within acceptable limits an "As Leff" certificate will be issued unless othe!Wise noted.

RESULTS

Avg.% Error PASS/FAIL

DISPLAY ·1.77 PASS mA Output ·1.39 PASS TOTALIZER ·3.18 PASS

All errors are defined as% Error of Full-scale (% F.S.) of actual llow meter setup

This record only validates the operational integrity and accuracy verification resulls of the Secondary flow conwrter ONLY!!! This is not a complete calibration of the entire flow meter whereby, this verification does not validate the integrity of the primary measurement device using a comparative technique or traceable standard.

Kincardine 'NWTP Etnuenl OCMlll.xls '"If we don't measure 11. how do vou manage 1t?"

FIOW1tVOetl:9'"DU. Tcchnicc. I Scr"vice::; anc .

Cu~1omer

Caty/Town

Coolact

Loc.tllon:

Mun1clpMity ot Kincardine

KJncilllrdme. Ont.ano

Shamus Anc:Nrson

Chief Oper41tor

Kinu1dine wwc Ground Water Llf'I Pumping Station

P # hldentltlcaUon

1 units l

2 Mode 4

f 3 empt'{ Dist 2.2 4 Span 1.8 ..

c 5 Near Blank 0.4 .. C) 6 mAOut 2

7 Decimal 3 ;n transaucer 0 re1ay rnncuon ' aeo 9 on 1.2

10 of 0.8 11 relav function 2 u 12 on 13 of .. 14 relav function 3 de8

"' .. 15 on 1.4 .. lf:j 01 l .;j a: 17 relay function 4 0 18 on 19 of 20 relay function 5 0 21 on a Ol

:l;j suomers101e u ;l4 l nrs. .. u ....

e 25 I ;/. hrs. 0

c 26 3 hrs. 2989

0 "' 14 nra . u Q. 28 5 hrs. 0 E 29 run-on 0 ~ .... 30 run-on 0

32 OLD ma Out 1 .l.l 11oiauzrnci l

.l4 11anK u

"' >-"' 35 dim A 0 .... c 36 1<11mL 0

~ ~~ .,, conven 1 . 101 ~ oo 38 disDlav offset 0

;jlj arso1av oouon !> 40 /Jflmllly l

41 rimo 4 42 81'/IOIKlnl 1.55 43 numo dilTl8n$10n 1

:E .. .$/>fMfJ

0 45 milA' hoii<J 1.8 0 •• m<1..c. now 1000

41 {UJ/0 ZIKO .. cutolf 5

•• d&cknaJ 2 50 mAout l

l

4 2.2 1.8 4i

.?! 0.4 .. 2 3

~

aeo 1.2 0.8 0 E

g "' ~

de8 0

1.4 l . ;j

0

0 ~ u:

u 'tUO>'t

0 2989

u 0 0 0 1 l

u 0 u

1 . 101

0 !> l

4 1.55

1

1.8 1000

5 2 l

P # l ideniliicaUOn

51 OCM Sim.

52 factor 53 decimal :>4 low total 55 hiqh total 56 remote total 57 flow sampler :>O 1 now samP1er !:>9 trme sampler OU N II

61 emotv Dist 62 offset 63 vel 20 deg C 64 vel P-65 65 temp 66 mai.. tdmp 61 mJntemp

65 11111aamp 69 empty damp 70 rate dlsP1av 71 rate average 72 fuzz filter / J agitator 74 f-s mode r :> 1-s toner fl:S

77 ro 19 80 81 82 O.l

84 85 00 Hf

88 59 90 91 92 93 94 95 96 97 98 99

FIT Converter Verification

PASS

Flowmetnx Technical Services Inc.

Z12 Terrence AvenYe

Oorchuter, On~rio NOL 1G3

Tel; 51M7G-36i6t

F•x: 51,..261--3459

•~ail : paris@flowm•trix..ca Paris Machuk

0 0 1 1

65.4 65.4 0 0 0 0 0 0 1 1

0 0 346.!> 346.5 348.9 348.9

24 24 25 25 u l.<

lU lU

10 10 0 0 1 1 1 1 l l

3 3 l!> l !>

:l .u ·:::t :l.111 1.175 1.195 l . u~;;> l.UU;;J

0:21 0:21 10 10 :> 5 r ::. r::.

-4:3 -4:3 1 1 l l

20 20 4 4

l:>.O l:>.O

14.44 14.44 0 0

232 232 3509 3509

Ground Water Lift Pumping Station

Multlranger Plus Transducer Type Fuse Panel

SIN: 06-29-94 197 GD St-25 local

GPS: N44 9.259 & W81 38.481

Note: Diameter of pipe 1.500 meter Area= 1.767 m2

1 Change p37 to 1 for calibration Change p2 to 1 for calibration Don't forget to change back

changed to 24 deg C for test

No entry due to hazardous site conditions within confined space

Leve1 vemrcaoon

Test Actual Mllltronlcs # Measured Reading

meters meters

1 0.435 0.441 2 0.888 0.876 3 1.377 1.372 4 1.382 1.379 5 1.745 1.748

Averaae

mA mA

n/a n/a n/a nla n/a

Error %

1.38 -1.35 -0.36 -0.22 0.17

-0.08

v~~ Flovvrnnietrrfi}{ Tec hnical Scr"' 1cc~ Inc.

Cus.omcr

C1tyJTown

C o nt.itcl

Locabon:

Munt<:ipahty of Kinurdine

K1nc:01rd1ne, Ontano

Snamus Anderson CMt Opera1ot

KKK•rdJne WWC

Leachilte Litt Pumping Stait1on

P # Qidentitlcatlon Xs oun Asen

; ~lien~ Setut

1 1un1ts , , 2 Mode 4 4

~ 3 emmv Dist 4.29 4.29 .. 4 Span 3.99 3.99

c Near Blank 0.3 0.3 .. :> Cl 6 mAOut 2 2

7 Decimal 3 3 .ll transducer 0 re1ay .uncuon 1 oeo oeo 9 on 1.3 1.3

10 of 0 .4 0.4 11 relav function 2 1 1 12 on 1.6 1.6 13 of 1.5 1.5

"' 14 relay functiOn 3 0 0 ,.. .. 15 on 1.6 1.6 .. 0: lb 01 1.5 1.!>

17 relay function 4 0 0 18 on 19 of 20 relay function 5 0 0 21 on :.!< 01 L.l suomers101e 1 1 L'I i nrs. ,,.,..., ,,.,...,

0 25 2 hrs. 0 0 -c 26 3 hrs. 0 0 <3 u 14 nrs. ~-'' ~

Q, 29 S hrs. 0 0 E 29 tun-on 0 0 " 0.. 30 run· on 0 0

J2 OLD ma Out 1 1

·"' 1101auz1ng 1 l

"" 'tan• u u '° ,., .. 3!> dim A 0 0 .... c JI) a1mL 0 u ~ ~~ "' conven

1 . "" l , / O /

ft CO 38 disolav offset 0 0 .,,,, a1so1av oouon :> " 40 ptknaiy , l

•• tima 4 4 •2 lll(pont/IJI 1.55 1 .5~ •·l nut00 dmumsiot1 1 1

:::;: .. $pWt1

u 45 nu.Jt. llttad 3.99 3.99 0 46 max. flow 1000 1000

41 aulo z.tJ10

•• t;U(Off 5 5 49 d"cunal 2 2 50 nlA out l 1

~ ~ I-

E £ "' ~ 0

~

~ ii:

P # hldentitlcaiion

51 OCMS/m.

52 factor 53 decimal 54 low total 5:> hlah total 56 remote total 57 flow sampler 58 now sampler !>\! ume samo1er 60 rw1 61 emotvDlst 62 offset 63 vel 20 deg C 64 vel P-65 65 temp 66 maJC, temp

67 min temp

btl 1111aamo 69 emotvdamp 70 rate disPlav 71 rate average 72 fuu fdter IJ agnator 74 f-smode

"' 11-sumer lb

f7 Ill 79 80 81 82 HJ

84 85 ob

Ill

88 o" 90 91 92 93 94 95 96 97 98 99

FIT Converter Verification

PASS

flowmetri.w. TechmnJ Services Inc.

212 Terrence Avenue Oorc:he5.IU, OnUino NOL 1Gl

Tel: 519·870·3569

Fax: 619-2'W469

•..mad: pat1s@flo wme1t1x..ca

Paris M.achuk

~ ~lienciii Setut x s oun Asen

0 0 0 0 1 1

11.1 11.1 0 0 0 0 0 0 1 ,

0 0 344.1 344.1 344.1 344.1

20 20 167 100 ....... ....... lU lU

10 10 0.001 0.001

1 1 1 1 , , 3 3

l !> l!>

J.~n, J ,,,OL

2.Z42 2.24Z 2.u .. o 2.U'tO

0:24 0 :24 10 10 5 5 14 , ..

3:12 3:12 1 1 1 l

LU 20 4 4 1 l

12.99 12.99 255 255

217 211 3476 3476

Leachate Lift Pumping Station

Multlranger Plus Transducer Type GPS:

SIN: 06-19-97 169 MV ST-25

N44 9.219 & W81 38.354

Note: Diameter of pipe 1.500 meter Area= 1.767 m2

Change p37 to 1 for calibration Change p2 to 1 for calibration Don't forget to change back

No entty due to hazardous site conditions within confined space

1Leve1 vermcat1on

Test Actual Mllltronlcs # Measured Reading

meters meters

1 2.229 2.222 2 2.650 2.645 3 3.009 3.007 4 3.335 3.335 5 3.555 3.557

Averaae

mA mA

n/a n/a nta nla nta

Error %

-0.31 -0.19 -0.07 0 .00 0.06

-0.10

Appendix G

Kincardine Wastewater System 2014 Bypass Logbook (as per C of A #4648-SDVSSR, Section 5(3)

Date Time Location Duration By-pass Authority for Reason Quantity By-pass*

May 12-14 -- Effluent Station 48 3456 m3 2 Repairs to UV channel

* Authority for the By-pass: 1) it is necessary to avoid loss of life, personal injury, danger to public health or severe property damage

By-pass Logbook Revision 1 July 21 , 2011

2) the District Manager agrees that it is necessary for the purpose of carrying out essential maintenance and the District Manager has given prior written acknowledgement of the by-pass 3) the Regional Manager has given prior written acknowledgement of the by-pass

Appendix H

I STREET NO I STREET NAM I NAME

446 RUSSELL ST TOM BLACK

335 ~ECHA~~ DEREK FARR

Anne Marie s C Anne Bromfield res

Colin Hurly

423 DURHAM ST

387 MECHANICS ST

39 INVERLYN CRE~ JAMES HAMNETI

829 SAUGEEN ST ANDREW HILL

39 MACCASKILL RO

1073 SUTION ST CHERYL SMITH

1101 SUTION ST JEAN YORK

336 LAMBTON ST :~~::::KER·

39 MACCASKILL RO

893 QUEEN ST MEHER HUSSEIN

379 HIGHLAND OR KATHY ARMSTRONG

35 HURON RIDGE Cl DY B ST EN CRES N A 1

Kincardine Wastewater Treatment Plant

Complaints Summary

2014

Date Time HOME.PHONE_Nq ISSUE

February 17, 2014 (519) 396-113B FROZEN GRINDER LINE

March 10, 2014 3:30 PM BLOCKAGE CLOSE TO CLEAN OUT

March 24, 2014 3:20 PM Sl9 396-7348

March 26, 2014 11:31 AM Sl9 396-3SS8

April S, 2014

STRONG ODOUR FROM EFFLUENT STATION

FOR LAST COUPLE MONTHS

SMELL COMING FROM HURON TERRACE

PUMPHOUSE

BACK UP

April S, 2014 (519) 396-2101 BACK UP

May 23, 2014 10:30 AM SEWER BACKUP

February 24, 2014 11:50 AM (519) 396-32S5 BACKUP

June 20, 2014 6:S9 PM BLOCKAGE

September 13, 2014 12:27 AM BACKUP IN BASEMENT·

September 13, 2014 2:SB PM SEWAGE COMING UP FROM BASEMENT

October 14, 2014 9:00 AM SEWER BACKUP-THINK IT MAY BE MUNICIPAL

PROBLEM

October 21, 2014 2:SO PM BACKUP

October 21, 2014 9:S4 AM (519) 386-7017 SEWER BLOCKAGE

November 6, 2014 11:2S AM (Sl9) 396-4080 FLOOR DRAIN BACKING UP IN BASEMENT

December 18, 2014 8:S8 AM (Sl9) 396-3103 SEWER BACKUP

COMMENT

EXPLAINED ICE COVER HAS CAUSED ODOUR

AT EFFLUENT STATION

SMELL INSIDE PUMPHOUSE

BASEMENT HAD BACK UP

BACK UP IN BASEMENT OF HOUSE

COMMENT2

BAR SCREENS

TOMORROW

FINDINGS ACTIONS

CLEANED ORY WELL FLOOR; CLOSED LOUVERS

TIGHT; BAR SCREENS SCHEDULED FOR

TOMORROW

~~ECKED MAIN, TOLD HOMEOW NER TO CALL A PLUMBER

Manhole east of Vactor not working, benko cameraed found

house 3/ 4 full ice .

FOUND 2

FLOOR DRAINS BACKING UP BUT HOUSE IS INCHES MANHOLE AT MACCASKILLANO INVERLYN N

ALMOST FULL VACANT

TOILET WOULDN'T WORK-TROUBLE WITH

FROZEN SEWERS?

SEWAGE IN

BASEMENT

WORKS NOW

BUT HESITANT

TO RUN WATER

BACK UP ON

CHECKED OUT STREET-DUG UP CLEANOUT HOMEOWNER

PUMPING AWAY FOR LAST 2 HOURS

BASEMENT FULL OF SEWAGE

MESSAGE FROM LISA A @ MAC

MANHOLE AT INVERLYN S/ MACCASKILL 1/2

FULL

PLUMBER CAME TO CLEAR LINE-SAYS

MUNICIPAL PROBLEM

LEVEL RISES WHEN TOILET IS FLUSHED

SIDE

SEWER MAIN BACKED UP-GREASE BLOCKAGE

SEWERMAIN BLOCKAGE IN EARLY MORNING

LOOKED IN DOWNSTREAM MH-ALL CLEAR

USED VACTOR AND RODDED INVERLYN S @

MACCASKILL

ASKED FOR PLUMBER TO CLEAR LINE-MIKE

SMALL NOTIFIE

ASKED OWNER TO CALL A PLUMBER FOR

INSIDE

MANHOLES ON BOTH SIDES HAVE BUILDUP

USED VACTOR

kincardine wastewater treatment plant 2014 annual … 2014... · the kincardine wastewater...

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