MARKDALE WATER SUPPLY, O.REG. 170/03

Transcription

1 MARKDALE WATER SUPPLY, O.REG. 170/ ANNUAL SUMMARY REPORT Municipality of Grey Highlands Project No: OS OS Date: February 2016 Prepared for: Municipality of Grey Highlands Box Toronto Street South Markdale, ON N0C 1H0 Prepared by: WSP Canada Inc st Avenue West Suite 101 Owen Sound, ON N4K 6W2 Phone: Fax:

2 i TABLE OF CONTENTS 1 INTRODUCTION DESCRIPTION OF WATER WORKS ISLA STREET PUMPING STATION ELIZA STREET PUMPING STATION STANDPIPE LIST OF REPORTS AND NOTICES SUBMITTED TO DIRECTOR MINISTRY OF THE ENVIRONMENT AND CLIMATE CHANGE SUMMARY OF WATER QUALITY MONITORING WATER TREATMENT EQUIPMENT OPERATION & MONITORING AS PER SCHEDULE CHLORINE RESIDUAL - POE CHLORINE RESIDUAL - DISTRIBUTION TURBIDITY MICROBIOLOGICAL SAMPLING AS PER SCHEDULE DISTRIBUTION SAMPLES POINT OF ENTRY SAMPLES RAW WATER SAMPLES CHEMICAL SAMPLING AND TESTING AS PER SCHEDULE INORGANICS LEAD ORGANICS TRIHALOMETHANES NITRATE AND NITRITE SODIUM FLUORIDE TEMPERATURE WATER USAGE FLOW DATA Markdale Water Supply, O.Reg. 170/03 Amended to 399/07, 2015 Annual Summary Report Municipality of Grey Highlands WSP No OS OS February 2016

3 ii 5.2 METER CALIBRATION STATIC WATER LEVELS CHEMICAL USAGE WATER TREATMENT SYSTEM IMPROVEMENTS AND REPAIRS UNCOMMITTED HYDRAULIC RESERVE CAPACITY MINISTRY OF THE ENVIRONMENT AND CLIMATE INSPECTIONS AND REGULATORY ISSUES CONCLUSIONS SUMMARY OF 2016 REQUIREMENTS AND OTHER CONSIDERATIONS WSP No OS OS February 2016 Markdale Water Supply, O.Reg. 170/03 Amended to 399/07, 2015 Annual Summary Report Municipality of Grey Highlands

4 iii T A B L E S Table 1 Table 2 Table 2A Table 3 Table 3A Table 4 Table 5 Table 6 Table 7 Table 7A Table 8 Table 9 List of Reports and Notices Submitted to Ministry of Environment and Climate Change Summary of Water Quality Free Chlorine (POE and Distribution) Summary of Water Quality Online Free Chlorine Analyzer Summary of Water Quality Turbidity Summary of Water Quality Online Turbidity Analyzer Summary of Water Quality Microbiological Summary of Water Quality Trihalomethanes Summary of Water Quality Temperature Annual Summary Raw Water Flows Annual Summary Treated Water Flows Summary of Static Water Levels Summary of Sodium Hypochloride Used F I G U R E S Figure 1 Figure 2 Figure 3 Schematic Process Flow Diagram Isla St. Pumphouse Schematic Process Flow Diagram Eliza St. Pumphouse Distribution System A P P E N D I C E S Appendix A Municipal Drinking Water Licence and Drinking Water Works Permit Appendix B Permit to Take Water Appendix C Part III - Form 2 Appendix D Hydrant Flushing Record Appendix E Summary of Water Quality Microbiological Analysis Results Appendix F Chemical Sampling and Testing Results Appendix G Water Meter Calibration Report Appendix H MOECC Inspection Report Markdale Water Supply, O.Reg. 170/03 Amended to 399/07, 2015 Annual Summary Report Municipality of Grey Highlands WSP No OS OS February 2016

5 1 1 INTRODUCTION The Municipality of Grey Highlands has two (2) Municipal Water Systems under its authority. One is located in the former Village of Markdale, and the other is located in the former Township of Euphrasia (Kimberly-Amik-Talisman Water Treatment Plant). This Annual/Summary Report focuses on the Markdale Water System serving the former Village of Markdale. The facility meets the definition of Large Municipal, Residential Drinking Water System. The water treatment and distribution systems are both categorized as Class I. The Markdale Water System was operated by Municipal Operators Jeff Elchuk, who holds a Water Treatment Class 2 certificate and a Class I Water Distribution certificate; Mark Meyer, who holds a Water Treatment Class I certificate; Mike Boyd, who holds a Class 2 certificate for Water Treatment and Water Distribution; Justin Eagles, who holds a Class 1 certificate for Water Treatment and a Class 1 certificate for Water Distribution; Aneila Pinder, who holds a Class 1 Water Treatment certificate and an OIT certificate for Water Distribution; and Shawn Moyer, who holds a Class III Water Treatment certificate and a Class I Water Distribution certificate and who is the Overall Responsible Operator. As per the Municipal Drinking Water Licence ( ) and the Drinking Water Works Permit ( ), the Isla St. Pumping Station and the Eliza St. Pumping Station serve the Markdale Distribution System. The Municipal Drinking Water Licence, Drinking Water Works Permit replaces the Certificate of Approval No UWJX6. Refer to Appendix A for the licence and permit. The Permit To Take Water expires on March 31, Refer to Appendix B for the Permit To Take Water (PTTW). Markdale Water Supply, O.Reg. 170/03 Amended to 399/07, 2015 Annual Summary Report Municipality of Grey Highlands WSP No OS OS February 2016

6 2 2 DESCRIPTION OF WATER WORKS The Markdale Water Treatment System Class I and Markdale Distribution System Class I are located within the former Village of Markdale, which is now a part of the Municipality of Grey Highlands. The existing Markdale Water Treatment System is the sole provider of water for the former Village of Markdale. The Markdale Water Treatment System consists of three (3) drilled wells and two (2) Pumping Stations. Well No. 1 and its affiliated pumping station are located on Isla Street; and Wells No. 3, 4, and their associated Pumping Station on Eliza Street, are located south of the water tower on a parcel of property at the end of Eliza Street. Both plants, after treatment, pump directly into the Distribution System and Water Standpipe. The attached Figures 1, 2 and 3, provide the Schematic and Process Flow Diagrams for the Isla Street Pumping Station; the Eliza Street Pumping Station and the Distribution System respectively. 2.1 ISLA STREET PUMPING STATION The well at the Isla Street Pumping Station is located adjacent to the west corner of the Pumping Station. The well casing is surrounded on three (3) sides near ground surface by a concrete vault that features a poured concrete floor. The concrete vault is an integral part of the building. The watertight manhole cover is located in the ceiling of the vault above the well casing. An internal opening between the vault and the treatment plant wall is present to permit visual inspection and maintenance duties. The well is equipped with a submersible pump rated at L/sec. (400 IGPM) with a Total Dynamic Head (TDH) of 73 meters and a 40 HP Franklin electric motor. The submersible pump is connected to a 100 mm diameter ductile iron pipe. A 100 mm magnetic flow meter is used to measure raw water flows to the reservoir. The system is equipped with a 100 mm flow control valve complete with a raw water sampling tap. There are two (2) (one duty and one standby) Ultraviolet Disinfection Units, which are installed on the low lift piping. A motorized butterfly valve on the downstream side of the units prevents the units from draining to the chlorine contact chamber at the end of the pump cycle. Sodium hypochlorite solution is injected into the inlet area of the chlorine contact reservoir. This is accomplished by a duplex metering pump system with an automatic switch over from duty to standby chlorine metering pump. Two (2) high lift pumps (one duty and one standby) discharge to 100 mm diameter pipe equipped with an air release valve and a pressure gauge. Treated water flow is monitored by a 100 mm diameter treated water magnetic flow meter. The treated water sampling tap is provided on the pump discharge piping. WSP No OS OS February 2016 Markdale Water Supply, O.Reg. 170/03 Amended to 399/07, 2015 Annual Summary Report Municipality of Grey Highlands

7 SCHEMATIC PROCESS FLOW DIAGRAM ISLA ST PUMPING STATION EXISTING MARKDALE WATERWORKS MUNICIPALITY OF GREY HIGHLANDS st AVENUE W OWEN SOUND (ONTARIO) CANADA N4K 6W2 TEL.: FAX:

8 SCHEMATIC PROCESS FLOW DIAGRAM ELIZA ST PUMPING STATION EXISTING MARKDALE WATERWORKS MUNICIPALITY OF GREY HIGHLANDS st AVENUE W OWEN SOUND (ONTARIO) CANADA N4K 6W2 TEL.: FAX:

9 WELL No.1 ISLA ST. WATER TREATMENT PLANT WELL No.2 TERRA DR. WATER SUPPLY, TREATMENT AND PUMPING STATION (DECOMMISSIONED) LEGEND WATER TOWER WELL #3 WELL #4 WELLS No.3 & No.4 AND ELIZA STREET WATER TREATMENT PLANT MARKDALE WATER DISTRIBUTION SYSTEM st AVENUE W OWEN SOUND (ONTARIO) CANADA N4K 6W2 TEL.: FAX:

10 3 2.2 ELIZA STREET PUMPING STATION Wells W3 and W4 are located approximately 25 m north of the Eliza Street Pumping Station. Raw water from the wells flow to the Pumping Station via PVC DR18 (Class 150) raw watermain, and changes to ductile iron prior to entering the Eliza Street Pumping Station. The Pumping Station contains the following separate rooms: 1. Room for storage of portable standby power generator 2. Sodium Hypochlorite storage/meter pump panel room 3. Washroom 4. Main Treatment Room Raw water from wells W3 and W4 flows to the Pumping Station separately and each piping is provided with a flow control valve and water meter. Raw water piping then joins into a common header followed by ultra violet disinfection units. If required, post chlorination can be added when the treated water is metered as it leaves the pump house to enter the chlorine contact chamber. 2.3 STANDPIPE The Standpipe was installed in 1986, replacing the original concrete water tower built in The steel storage facility has a capacity of approximately 1,900 m 3. The reservoir is 10.4 m in diameter with base elevation of m and a high water level of m. The height of water in the standpipe is 22.5 m. To the east of the standpipe is a valve chamber, which houses the main flow valves that regulate flow to and from the standpipe. The automatic controls for the pumps at the Pumping Stations are based on the water depth in the standpipe and are housed in the valve chamber. The valve chamber is equipped with a sump (with pump), dehumidifier, electric heater, vent and chlorine analyzer. In 2005, Cathodic Protection was installed in the standpipe. A manual cathodic protection survey was conducted in 2015, when the standpipe was drained for repair. Markdale Water Supply, O.Reg. 170/03 Amended to 399/07, 2015 Annual Summary Report Municipality of Grey Highlands WSP No OS OS February 2016

11 4 3 LIST OF REPORTS AND NOTICES SUBMITTED TO DIRECTOR MINISTRY OF THE ENVIRONMENT AND CLIMATE CHANGE Refer to Table 1 for a list of Notices submitted to the Ministry of the Environment and Climate Change (MOECC) during TABLE 1 List of Report and Notices submitted to the Ministry of the Environment and Climate Change Markdale Water Supply January 1, 2015 to December 31, 2015 Notice Part III - Form 2 Date Submission not required Adverse Water Quality Incident # November 4, 2015 Refer to Appendix C for Part III - Form 2, which is not required to be submitted to the MOECC. WSP No OS OS February 2016 Markdale Water Supply, O.Reg. 170/03 Amended to 399/07, 2015 Annual Summary Report Municipality of Grey Highlands

12 5 4 SUMMARY OF WATER QUALITY MONITORING 4.1 WATER TREATMENT EQUIPMENT OPERATION & MONITORING AS PER SCHEDULE CHLORINE RESIDUAL - POE As can be seen from Table 2, 365 samples were analyzed for free chlorine at the Isla Street and Eliza Street Pumping Stations in There was one (1) free chlorine residual of 0.35 mg/l in May All other free chlorine residuals in 2015 were greater than 0.5 mg/l. Both pump houses and the valve chamber at the standpipe are equipped with free chlorine analyzers and alarms and the analyzers are calibrated quarterly. All were within compliance. Table 2A demonstrates the maximum and minimum free chlorine ranges recorded by the on-line analyzers. Minimums and maximums include all readings, which occurred during temporary spikes, alarms, power blips, calibrations and work conducted on systems CHLORINE RESIDUAL - DISTRIBUTION As can be seen from Table 2, all of the 365 free chlorine residual samples analyzed from various points within the Distribution System were found to be greater than 0.5 mg/l. All analysis results were within compliance. A log of hydrant flushing is provided in Appendix D TURBIDITY During 2015, 69 raw water turbidity samples were collected from Well 1, 96 from Well 3 and 95 from Well 4. None exceeded 1 NTU. Refer to Table 3. During 2015, 365 samples were collected from the POE at Isla Street and none exceeded 1 NTU, 365 POE samples were collected from the Eliza Street with no samples exceeding 1 NTU. During 2015, 52 samples were collected from the Distribution System and none exceeded 1NTU. Both POEs are equipped with a turbidity analyzer with alarms and the analyzers are calibrated quarterly. Table 3A demonstrates the maximum and minimum turbidity ranges recorded by the on-line analyzers. Minimums and maximums include all readings, which occurred during temporary spikes, alarms, power blips, calibrations and work conducted on systems. Note that the POE criteria for turbidity are 5 NTU at the Isla St WTP and 1 NTU at the Eliza St. WTP. 4.2 MICROBIOLOGICAL SAMPLING AS PER SCHEDULE DISTRIBUTION SAMPLES During 2015, 161 samples were collected from the Distribution System and analyzed for Total Coliform, E.Coli and Heterotrophic Plate Count (HPC). Refer to Table 4 for a Summary of Microbiological Analysis Results and Appendix E for a Table summarizing the lab results. A sample collected on November 2, 2015, demonstrated two (2) counts of E.Coli and 120 counts of Total Coliform. An Adverse Water Quality Markdale Water Supply, O.Reg. 170/03 Amended to 399/07, 2015 Annual Summary Report Municipality of Grey Highlands WSP No OS OS February 2016

13 6 Incident was reported for these exceedances. Resamples were collected and all other corrective actions were completed. All other results were within compliance POINT OF ENTRY SAMPLES During 2015, 104 samples were collected from the two (2) Pumping Stations: Isla Street (52 samples) and Eliza Street (52 samples). All samples were analyzed for E Coli, Total Coliform, and HPC. Refer to Table 4 for a Summary of Microbiological Analysis Results and Appendix E for a Table summarizing lab results. All results were within compliance RAW WATER SAMPLES During 2015, 156 samples were collected from Wells 1, 3 and 4 (52 samples from each well). Samples were analyzed for Total Coliform, E Coli. Please refer to Table 4 for a Summary of the Microbiological Analysis Results and Appendix E for a Table Summarizing the Lab Results. 4.3 CHEMICAL SAMPLING AND TESTING AS PER SCHEDULE INORGANICS Schedule 13-2 of Ontario Regulation 170/03 requires that at least one water sample is taken every 36 months if the system obtains water from a ground water supply that has been deemed non GUDI. The water source for the Isla Street Pumping Station has been deemed non-gudi. However, in the case of Eliza Street Pumping Station both Well 3 and Well 4 are considered to be potentially GUDI. As a result, these samples are required annually. Isla Street sampling is collected annually as a best practice measure. The samples from Isla Street and Eliza Street were collected on February 17, 2015, and submitted to the laboratory for analysis of all inorganics as listed in Schedule 23. All parameters were found to be within compliance. Refer to Appendix F for the lab results. Inorganics will be sampled and analyzed again in February LEAD Changes made effective July 26, 2007, resulted in an increase in the number and frequency of Lead sampling for municipal drinking water systems. The standard for lead is milligrams per litre, which is equivalent to 10 microgams per litre (10 µg/l). A system serving a population of less than 50,000 people may be able to reduce the number of sampling locations and the frequency of sampling and testing if: in two (2) consecutive semi-annual periods of testing that are done over one (1) year, not more than 10 per cent of plumbing sample results exceeded 5 µg/l and no plumbing sample results exceeded 10 µg/l. in four (4) consecutive rounds of semi-annual testing (the four (4) testing periods done over two (2) years) not more than 10 per cent of plumbing sample results exceeded 10 µg/l. Only the higher of the two (2) sample results that are required to be obtained from each sampling point in the plumbing is considered for the purpose of qualifying for reduced sampling. WSP No OS OS February 2016 Markdale Water Supply, O.Reg. 170/03 Amended to 399/07, 2015 Annual Summary Report Municipality of Grey Highlands

14 Table 2 Summary of Water Quality - Free Chlorine Markdale Water Supply January 1, December 31, 2015 Treated Distribution Month No. of Samples No. of Samples with 0 mg/l Cl2 Isla Street (Well #1) Eliza Street (Wells #3 & 4) No. of Samples with Cl2 < 0.5 mg/l No. of Samples with Cl2 from 0.5 to < 1.0 mg/l No. of Samples with Cl2 1 mg/l No. of Samples No. of Samples with 0 mg/l Cl2 No. of Samples with Cl2 < 0.5 mg/l No. of Samples with Cl2 from 0.5 to < 1.0 mg/l No. of Samples with Cl2 1 mg/l No. of Samples No. of Samples with 0 mg/l Cl2 No. of Samples with Cl2 < 0.5 mg/l No. of Samples with Cl2 from 0.5 to < 1.0 mg/l No. of Samples with Cl2 1 mg/l January February March April May June July August September October November December TOTAL G:\2002\700\402702\Reports\2015\Markdale Water Supply\Table 2 - Free Chlorine.xlsx

15 Table 2A Summary of Water Quality - Online Free Chlorine Analyzer Markdale Water Supply January 1, December 31, 2015 Treated Month Isla Street (Well #1) Eliza Street (Wells #3 & 4) Standpipe Minimum (mg/l) Maximum (mg/l) Minimum (mg/l) Maximum (mg/l) Minimum (mg/l) Maximum (mg/l) January 0.24* February * 0.31* 2.00 March April 0.00* * * 1.54 May * June * 0.24* 1.53 July * 4.63* August * 0.32* 6.00* 0.31* 2.00 September 0.00* * 5.15* 0.00* 1.78 October * 5.38* November * 6.00* 0.00* 2.00 December 0.00* 1.75* 0.00* * 2.00 MIN MAX *Maximum and minimum readings occurred during power shut off to analyzers for maintenance or during analyzer calibration. All other maximum and minimum readings were instantaneous instances of lows and highs. G:\2002\700\402702\Reports\2015\Markdale Water Supply\Table 2A - Online Free Chlorine Analyzer.xlsx

16 Month Table 3 Summary of Water Quality - Turbidity (NTU) Markdale Water Supply January 1, 2015 to December 31, 2015 Raw Treated (Point of Entry) Distribution Isla St. (Well 1) Eliza St. (Well 3) Eliza St. (Well 4) Isla Street Eliza Street No of Samples No > 1 NTU No of Samples No > 1 NTU No of Samples No > 1 NTU No of Samples No > 1 NTU No of Samples No > 1 NTU No of Samples No > 1 NTU January February March April May June July August September October November December Total No > 5 NTU G:\2002\700\402702\Reports\2015\Markdale Water Supply\Table 3 - Turbidity.xlsx

17 Table 3A Summary of Water Quality - Online Turbidity Analyzer Markdale Water Supply January 1, December 31, 2015 Treated Month Isla Street (well #1) Eliza Street (wells #3 & 4) Minimum (NTU) Maximum (NTU) Minimum (NTU) Maximum (NTU) January February March April 0.00* 2.40* 0.00* 1.74* May * June * July * August * * September 0.00* * 1.87* October * * November * December 0.00* * 8.26* MIN MAX *Maximum readings occurred during periods of maintenance or interrupted flow to analyzers or were instantaneous highs. All other alarm readings responded to by operators. G:\2002\700\402702\Reports\2015\Markdale Water Supply\Table 3A - Online Turbidity Analyzer.xlsx

18 7 If the system meets the criteria above, the testing frequency drops to two (2) consecutive periods of semi annual testing once every three (3) years and the number of locations is reduced. The system must revert back to standard sampling if more than 10 per cent of all the plumbing samples taken during any one round of testing exceeds the standard. Of the two (2) samples taken on the same day from the same plumbing location, the sample with the lower concentration of lead is not considered in the calculations. As per the requirements, reduced lead sampling relief was completed between December 15, 2013 and April 15, 2014 ( winter testing ) and again between June 15 and October 15, 2014 ( summer testing ). Therefore, reduced lead sampling can be continued at the water system. As per this schedule, sampling is required again between December 15, 2016 and April 15, 2017 ( winter testing) and between June 15 and October 15, 2017 ( summer testing). However, an application was submitted in February 2016 for Relief of Lead Sampling and if granted, lead sampling may not be required during the winter and 2017 summer periods. ph and Alkalinity sampling is required annually during both winter and summer periods. As per the current lead sampling schedule, during the winter and 2015 summer periods, ph and Alkalinity sampling was conducted. Refer to Appendix F for the analytic results ORGANICS Schedule 13-4 of Ontario Regulation 170/03 requires that at least one (1) water sample is taken every 36 months if the system obtains water from a ground water supply that has been deemed non GUDI. The Isla Street Pumping Station is considered non-gudi while the Eliza Street Pumping Station is considered potentially GUDI. Therefore, the Eliza Street Pumping Station requires annual sampling. Isla Street sampling is collected annually as a matter of course. The samples from Isla Street and Eliza Street were collected on February 17, 2015, and submitted to the laboratory for analysis for all organics as listed in Schedule 24 and inorganics as listed on Schedule 23. All parameters were found to be within compliance. Refer to Appendix F for the lab analysis results. Organics are to be sampled and analyzed again in February TRIHALOMETHANES Schedule 13-6 of the Ontario Regulation 170/03 requires that at least one distribution sample is taken every three months from a point in the Distribution System and tested for Trihalomethanes (THMs). The Ontario Drinking Water Quality Standards (ODWQS) have set a Maximum Acceptable Concentration (MAC), of 100 µg/l for this parameter and is expressed as a running annual average. In 2015, the annual average THM was 5.8 µg/l, which is within compliance. Please refer to Table 5 for a summary of THM in Appendix F for the analysis results. Samples are to be collected in February, May, August and November in Beginning January 1, 2016, a new calculation method for THM calculations has come into effect. Markdale Water Supply, O.Reg. 170/03 Amended to 399/07, 2015 Annual Summary Report Municipality of Grey Highlands WSP No OS OS February 2016

19 8 The Running Annual Average (RAA) for THM must be calculated each quarter by the Owner. If more than one (1) sample is collected in any quarter, all of the sample results must be included in the calculation of the RAA. Telephone notification of adverse THM test results is no longer required; however written notification is required within seven (7) days of the end of every calendar quarter. Collection of resamples as part of adverse results corrective actions is not required as multiple sample results are already used in the calculation of the RAA. TABLE 5 Summary of Water Quality Trihalomethanes (THMs) Markdale Water Supply January 2015 to December 2015 Location Sample Date Results (μg/l) Running Annual Average (μg/l) 221 Toronto Street South February 10, N/A 221 Toronto Street South May 26, N/A 75 Walker Street August 18, N/A 75 Walker Street November 17, N/A 100 Margaret Elizabeth Avenue February 17, Walker Street May 11, Toronto Street South August 17, Toronto Street South November 16, Annual Average (2015) NITRATE AND NITRITE Schedule 13-7 of Ontario Regulation 170/03 requires that at least one (1) water sample is taken every three (3) months and tested for Nitrate and Nitrite from the POE at the Isla and Eliza Street Pumping Stations. Samples were collected during the months of February, May, August and November. The analytical results were found to be in compliance. Refer to Appendix F for the lab analysis results. In 2016, samples should be collected in the months of February, May, August and November SODIUM Schedule 13-8 of Ontario Regulation 170/03 requires that at least one (1) water sample is collected every sixty (60) months and analyzed for Sodium. The ODWQS has set a MAC of 200 mg/l and require the Medical Officer of Health (MOH) to be notified of any concentration that exceeds 20 mg/l. Samples were collected on February 13, 2012, from the Isla Street and Eliza Street Pumping Stations. They were found to have concentrations of 35.6 mg/l and 35.1 mg/l, respectively. As these amounts exceeded 20 mg/l, the WSP No OS OS February 2016 Markdale Water Supply, O.Reg. 170/03 Amended to 399/07, 2015 Annual Summary Report Municipality of Grey Highlands

20 9 MOH was notified. Re-samples confirmed the exceedences. An Adverse Water Report Notification was sent to all local physicians and their patients who are on a sodium reduced diet. Sodium samples are required at both pumping stations in February FLUORIDE Schedule 13-9 of Ontario Regulation 170/03 requires that a water sample be collected at least once (1) every sixty (60) months and tested for Fluoride. The ODWQS have set a MAC of 1.5 mg/l. Fluoride was collected from the pumping stations at Isla Street and Eliza Street on February 13, Laboratory results indicate fluoride concentrations below the method detection limit of 0.06 mg/l at both pumping stations and are therefore, in compliance. The next collection and analysis of fluoride should be completed in February 2017 from both the Isla Street Pumping Station and the Eliza Street Pumping Station. Other Sampling TEMPERATURE During 2015, as a Best Management Practice, temperature was taken from each well, both POEs and the distribution system. Temperature was typically collected at the same time as microbiological samples. Well 1 water temperature ranged from 8.2 to 10.0 C and Wells 3 & 4 water temperature were found to range 9.3 to 11.1 C. The treated water temperature of samples at Isla Street and Eliza Street were found to range from 7.4 to 12.6 C and 8.2 to 15.2 C respectively. The distribution system ranged from 3.6 to 18.5 C. Refer to Table 6. Markdale Water Supply, O.Reg. 170/03 Amended to 399/07, 2015 Annual Summary Report Municipality of Grey Highlands WSP No OS OS February 2016

21 10 5 WATER USAGE 5.1 FLOW DATA The Summary of Water Usage separately for the Isla and Eliza Street Pumping Stations as well as combined flow for the Markdale Water System is provided in Tables 7 and 7A. During 2015, a total of 456,541 m 3 of raw water was pumped from Well 1, Well 3 and Well 4 combined. Of this total, 217,072 m 3 was supplied by Well 1, 160,030 m 3 was supplied by Well 3 and 79,439 m 3 was supplied by Well 4. In 2015, a total of 280,750 m 3 of water consumption was recorded from all water meters on the distribution system as compared to a water supply of 441,307 m 3 to distribution system. This corresponds to 36% of unaccounted water supply, which would include analyzer flows, unmetered consumption including fire hydrant flushing, Rotary Park, King Edward Park usage, the firehall large diameter (100 mm dia.) service and distribution system flushing in Additionally, a significant leak was detected at the base of the water tower in February 2015, repair was completed in November The Markdale Distribution System experienced a maximum day flow of 2,781 m 3, which occurred on November 25, 2015, as the standpipe, which had been drained for repair, was refilled. The Markdale Distribution System experienced an average day flow of 1,213.8 m 3 /day. 5.2 METER CALIBRATION R & R Instrumentation Services Inc. calibrated the water meters on May 13 and 15, 2015, and the water meters were found to be accurate. Refer to Appendix G for the water meter calibration report. All water meters should be calibrated by May STATIC WATER LEVELS The Permit to Take Water (PTTW) requires that Static Water Levels (SWLs) be measured weekly at each production well. The operators actually measure Static Water Levels (SWLs) at a greater frequency than what is required. The information is also recorded and compiled at the Eliza St. WTP by the SCADA System. Please refer to Table 8 for a summary of the Static Water Levels (SWLs). WSP No OS OS February 2016 Markdale Water Supply, O.Reg. 170/03 Amended to 399/07, 2015 Annual Summary Report Municipality of Grey Highlands

22 Table 6 Summary of Water Sample Temperature (Celsius) Markdale Water Supply January 1, 2015 to December 31, 2015 Raw POE Distribution Month Well 1 Well 3 & 4 Isla St. Eliza St. (Various locations) Min Max Min Max Min Max Min Max Min Max January February March April May June July August September October November December Min Max G:\2002\700\402702\Reports\2015\Markdale Water Supply\Table 6 - Temperature.xlsx

23 Table 7 Annual Summary - Raw Water Flows Markdale Water Supply January 1, 2015 to December 31, 2015 RAW WATER FLOW RAW WATER FLOW RAW WATER FLOW MONTH WELL #1, ISLA STREET PUMPING STATION WELL #3, ELIZA STREET PUMPING STATION WELL #4, ELIZA STREET PUMPING STATION AVERAGE MAXIMUM MONTHLY AVERAGE MAXIMUM MONTHLY AVERAGE MAXIMUM MONTHLY DAY DAY TOTAL DAY DAY TOTAL DAY DAY TOTAL ( m 3 ) ( m 3 ) ( m 3 ) ( m 3 ) ( m 3 ) ( m 3 ) ( m 3 ) ( m 3 ) ( m 3 ) JAN , , ,444 FEB , , ,191 MAR , , ,107 APR , , ,774 MAY , , ,661 JUN , , ,470 JUL , , ,532 AUG , , ,930 SEP , , ,690 OCT , , ,370 NOV , , ,072 DEC , , ,198 TOTAL 217, ,030 79,439 AVERAGE MAXIMUM Total Annual Raw Flow - 456, 541 m 3 G:\2002\700\402702\Reports\2015\Markdale Water Supply\Table 7 - Raw Water 2015.xlsx

24 Table 7A Annual Summary - Treated Water Flows Markdale Water Supply January 1, 2015 to December 31, 2015 MONTH TREATED WATER FLOW TREATED WATER FLOW TOTAL TREATED WATER FLOW WELL #1, ISLA STREET PUMPING STATION WELL #3 AND WELL #4, ELIZA STREET PUMPING STATION ISLA & ELIZA STREET PUMPING STATIONS AVERAGE MAXIMUM MONTHLY AVERAGE MAXIMUM MONTHLY AVERAGE MAXIMUM MONTHLY DAY DAY TOTAL DAY DAY TOTAL DAY DAY TOTAL ( m3) ( m3) ( m3) ( m3) ( m3) ( m3) ( m3) ( m3) ( m3) JAN , , ,428 30,769 FEB , ,640 1, ,521 31,060 MAR , ,170 19,990 1, ,708 39,106 APR , ,360 20,070 1, ,860 37,820 MAY , ,400 21,490 1, ,620 38,449 JUN , ,090 21,210 1, ,863 41,434 JUL , ,670 23,990 1, ,995 44,206 AUG , ,500 22,980 1, ,839 39,857 SEP , ,100 20,070 1, ,836 38,223 OCT , ,110 19,280 1, ,653 36,910 NOV , ,200 15,070 1, ,781 37,187 DEC , , ,304 28,046 TOTAL 213, , ,067 AVERAGE MAXIMUM ,670 2,781 Total Annual Treated Flow - 443, 067 m 3 G:\2002\700\402702\Reports\2015\Markdale Water Supply\Table 7-A - Treated Water 2015.xlsx

25 Table 8 Summary of Static Water Levels (SWL) Markdale Water Supply January 1, 2015 to December 31, 2015 Month Well 1 Well 3 Well 4 Max (ft) Min (ft) Max (m) Min (m) Max (m) Min (m) January February March April May June July August September October November December Max Min Notes: Well 1 water level measurements determined by using an air line and bicycle pump. Wells 3 and 4 water level measurements are from top of well casing. G:\2002\700\402702\Reports\2015\Markdale Water Supply\Table 8 - Static Water Levels.xlsx

26 11 6 CHEMICAL USAGE Table 9 provides a summary of sodium hypochlorite used on a monthly basis. The Isla Street Pumping Station used 2,870 L of 12% sodium hypochlorite (NaOCI) and the Eliza Street Pumping Station used 3,090 L. As a whole, the Markdale Distribution System used 5,960 litres with an average dosage of 2.22 mg/l. TABLE 9 Summary of Sodium Hypochlorite Used Markdale Water Supply January 1, 2015 to December 31, 2015 Month Volume (L) Isla St. Eliza St. Total January February March April May June July August September October November December Total Markdale Water Supply, O.Reg. 170/03 Amended to 399/07, 2015 Annual Summary Report Municipality of Grey Highlands WSP No OS OS February 2016

27 12 7 WATER TREATMENT SYSTEM IMPROVEMENTS AND REPAIRS Isla Street Pumping Station Maintenance or Repair Work Date Complete Chlorine injection point cleaned Jan 6/15 Lamp in UV #4 replaced Jan 22/15 Lamp in UV #4 replaced Jan 25/15 Copper T, nuts and furrows on High Lift pump #2 replaced Jan 27/15 Quartz sleeve and lamp 4A on UV unit #4 replaced Feb 9/15 Chlorine injection point cleaned Feb 23/15 Chlorine injection point cleaned April 5/15 UVT Bulb changed April 8/15 High Lift Pumps 1 and 2 greased April 3/15 New Man Door installed April 24/15 Bulk storage tank and injection point cleaned. Black nut and May 13/15 bushing at the end of chlorine panel changed R+R Instrumentation Inc. on site to calibrate flow meters May 15/15 Chlorine line on pump #2 to panel replaced June 4/15 Chlorine injection point cleaned June 8/15 Chlorine injection point and replaced ball valve cleaned July 6/15 High Lift Pump motor replaced with spare motor and cooling line July 8/15 on High Lift Pump #1 Lamp in UV#3 replaced July 9/15 Chlorine line from backup pump to panel replaced July 22/15 Chlorine injection point cleaned Aug 6/15 Chlorine injection point cleaned and greased High Lift Pumps 1 Sept 2/ 15 and 2 Copper cooling line on High Lift Pump #1 replaced Sept 8/15 Chlorine injection point cleaned Oct 8/15 Removed and installed High Lift Pump motor #2 Oct 13 & 14/15 Chlorine injection point cleaned Nov 9/15 Chlorine injection point cleaned. Switched to UV#3, switched to Nov 30/15 High Lift Pump #1 WSP No OS OS February 2016 Markdale Water Supply, O.Reg. 170/03 Amended to 399/07, 2015 Annual Summary Report Municipality of Grey Highlands

28 13 H2Flow serviced UV unit and UVT Dec 1&3/15 Eliza Street Pumping Station Maintenance or Repair Work Date Complete Chlorine injection points cleaned. Connecting nut and bushing Jan 19/15 on pre-line at injection point replaced Filters in Filter unit #2 cleaned Jan 20/15 Filters in Filter unit #1 cleaned Feb 18/15 Chlorine injection points cleaned Feb 24/15 Filter #2 cleaned and put in service Mar 23/15 Ball valve on UV #2 drain line replaced Mar 25/15 UVT lamp replaced April 9/15 Filter #1 installed filters cleaned April 12/15 Filter #2 and put in service cleaned April 28/15 UVT cleaned and reset April 30/15 Filter #1 cleaned and installed filters May 12/15 R+R instrumentation Inc. on site to calibrate meters May 13/15 Suction line repaired May 14/15 Chlorine injection points cleaned. Loose connection on pre May 15/15 chlorine panel fixed. Pre-Chlorine line connection bushing and nut replaced. May 18/15 Chlorine injection points cleaned June 9/15 Filter #2 installed filters cleaned June 10/15 H2Flow completed annual service work in both UV units June 15/15 Bushings and ¼ line connectors on pre and post injection June 22/15 points replaced Chlorine injection points cleaned July 6/15 New filters to Filter #1 cleaned and installed July 9/15 Chlorine line on Pump #2 to panel replaced July 23/15 Batteries in Verbatim and Leviton changed Aug 5/15 Chlorine injection points cleaned Aug 6/15 New filters in Filter #2 installed Aug 13/15 Chlorine line from Pump #2 to panel repaired Aug 31/15 Chlorine injection points cleaned Sept 2/15 New filters in Filter #1 cleaned and installed Sept 8/15 Markdale Water Supply, O.Reg. 170/03 Amended to 399/07, 2015 Annual Summary Report Municipality of Grey Highlands WSP No OS OS February 2016

29 14 Chlorine line connector at post injection point replaced Sept 16/15 New filters to Filter #2 cleaned and installed. Injection points Oct 1/15 cleaned New filter in unit #1 cleaned and installed Oct 23&26/15 Chlorine injection points cleaned Nov 4/15 New filters in unit #2 cleaned and installed Nov 17&18/15 Filter #1 cleaned and super chlorinated Dec 15/15 Filter #2 cleaned Dec 18/15 Chlorine injection points cleaned Dec 10/15 Markdale Distribution Maintenance or Repair Work Date Complete Chlorine injection point cleaned Jan 6/15 Lamp in UV #4 replaced Jan 22/15 Lamp in UV #4 replaced Jan 25/15 Copper T, nuts and furrows on High Lift Pump #2 replaced Jan 27/15 Quartz sleeve + lamp 4A UV unit #4 replaced Feb 9/15 Chlorine injection point cleaned Feb 23/15 Chlorine injection point cleaned April 5/15 UVT Bulb changed April 8/15 High Lift Pumps #1 and 2 greased April 3/15 New Man Door installed April 24/15 Bulk storage tank and injection point cleaned. Black nut and May 13/15 bushing at the end of chlorine panel changed R+R Instrumentation Inc. on site to calibrate flow meters May 15/15 Chlorine line on Pump #2 to panel replaced June 4/15 Chlorine injection point cleaned June 8/15 Chlorine injection point and replaced ball valve cleaned July 6/15 High Lift Pump motor replaced with spare motor and cooling July 8/15 line on High Lift Pump #1 replaced Lamp in UV #3 replaced July 9/15 Chlorine line from backup pump to panel replaced July 22/15 Chlorine injection point cleaned Aug 6/15 Chlorine injection point cleaned and High Lift Pumps #1 and 2 Sept 2/ 15 greased WSP No OS OS February 2016 Markdale Water Supply, O.Reg. 170/03 Amended to 399/07, 2015 Annual Summary Report Municipality of Grey Highlands

30 15 Copper cooling line High Lift Pump #1 replaced Sept 8/15 Chlorine injection point cleaned Oct 8/15 High Lift Pump Motor #2 removed and installed Oct 13&14/15 Chlorine injection point cleaned Nov 9/15 Chlorine injection point cleaned. Switched to UV#3, switched to Nov 30/15 High Lift Pump #1 H2Flow serviced UV unit and UVT Dec 1&3/15 Markdale Water Supply, O.Reg. 170/03 Amended to 399/07, 2015 Annual Summary Report Municipality of Grey Highlands WSP No OS OS February 2016

31 16 8 UNCOMMITTED HYDRAULIC RESERVE CAPACITY In 2014, the Maximum Day Flow was 2,781 m 3 /day. System capacity = 400 IGPM (W1) IGPM (W3) IGPM (W4) = 915 IGPM or 5,990 m 3 /day. Note: W3 assumed at reduced capacity of 350 IGPM until well fully developed to 425 IGPM. Water usage per residential equivalent lot is equal to 0.99 m 3 /day, as per the draft 2012 Water and Wastewater Servicing Master Plan for Kimberley-Amik-Eugenia-Beaver Valley. This is equal to 450 L/cap/day at 2.2 persons per residential equivalent lot. The maximum day basis is equal to 1.9 x 0.99 m 3 /day = 1.88 m 3 /day. Committed Developments: Residential equivalent lots for potentially committed developments include the following: 10 Residential lots (infill) Dimakos Subdivision - 59 lots Lasanti Subdivision Phase 1 99 lots Total committed flow = m 3 /day Hydraulic Reserve Capacity = 5,990 2,781 = 3,209 m 3 /day (based on 2015 recorded Maximum Day Flow) Uncommitted Hydraulic Reserve Capacity = 3, = 2,878.1 m 3 /day WSP No OS OS February 2016 Markdale Water Supply, O.Reg. 170/03 Amended to 399/07, 2015 Annual Summary Report Municipality of Grey Highlands

32 17 9 MINISTRY OF THE ENVIRONMENT AND CLIMATE INSPECTIONS AND REGULATORY ISSUES The MOECC conducted an inspection of the Markdale Drinking Water System on May 12, There were no cases of non-compliance and no required actions. Refer to Appendix H for the MOECC Drinking Water Inspection Report. There was one (1) Adverse Water Quality Incident in AWQI No was reported on November 4, Two (2) counts of E.Coli and 120 counts of Total Coliform were detected in the distribution system samples collected on November 2, Markdale Water Supply, O.Reg. 170/03 Amended to 399/07, 2015 Annual Summary Report Municipality of Grey Highlands WSP No OS OS February 2016

33 18 10 CONCLUSIONS 1. No adverse microbiological analysis results were noted at the Isla Street Pumping Station or the Eliza Street Pumping Station. 2. Review of the treated water turbidity showed no adverse results at either pumping stations. 3. During 2015, a total of 69 grab samples were collected and tested for turbidity from Well 1, as were 96 from Well 3 and 95 from Well grab samples were also collected from the Isla Street POE and 365 from the Eliza Street POE, and 52 samples were collected from the distribution system and were analyzed for turbidity. All were found to be within compliance. 4. Review of the free chlorine residual monitoring indicates that there was no adverse chlorine residuals measured in the treated water in 2015 for either pumping stations. 5. The free chlorine residuals were monitored in the distribution system in 2015 on a daily basis. 6. One (1) adverse microbiological analysis results were noted for the distribution system. This was reported as AWQI No All organics as per Schedule 24 and inorganics as per Schedule 23 were found to be within compliance. Samples were collected on February 17, Samples for Trihalomethanes were collected during the months of February, May, August and November The annual average concentration was found to be 5.8 µg/l. 9. Nitrate and Nitrite samples were collected in the months of February, May, August and November All were found to be within compliance. 10. During 2015, the Markdale Distribution System had a maximum day flow of 2,781 m 3, which occurred on November 25, 2015 and an average day flow of 1,213.8 m During 2015, a total of 5,960 L of 12% sodium hypochlorite was used for disinfection with an average dosage of 2.22 mg/l. 2,870 L were used at Isla Street pumping station and 3,090 L were used at Eliza Street pumping station. 12. The Permit to Take Water expires on March 31, All water meters, excluding the water tower level meter, were calibrated by R & R Instrumentation Services Inc. in 2015 and were found to be accurate. 14. The generator was tested regularly. 15. All alarms were tested regularly. 16. All analyzers were calibrated regularly. WSP No OS OS February 2016 Markdale Water Supply, O.Reg. 170/03 Amended to 399/07, 2015 Annual Summary Report Municipality of Grey Highlands

34 The MOECC conducted a Drinking Water System Inspection on May 12, There were no cases of non-compliance. 18. Ontario Regulation 387/04 The Water Taking and Transfer Regulation requires the electronic submittal of the volume of water taken daily to the MOE. This will be completed by March 31, 2016, for the 2015 data. This is in addition to the Annual Record Water Taking. Markdale Water Supply, O.Reg. 170/03 Amended to 399/07, 2015 Annual Summary Report Municipality of Grey Highlands WSP No OS OS February 2016

35

36 Appendix A MUNICIPAL DRINKING WATER LICENCE AND DRINKING WATER WORKS PERMIT

37 MUNICIPAL DRINKING WATER LICENCE Licence Number: Issue Number: 1 Pursuant to the Safe Drinking Water Act, 2002, S.O. 2002, c. 32, and the regulations made thereunder and subject to the limitations thereof, this municipal drinking water licence is issued under Part V of the Safe Drinking Water Act, 2002, S.O. 2002, c. 32 to: The Corporation of the Municipality of Grey Highlands Box 409, 206 Toronto St. S. Grey Highlands, ON N0C 1H0 For the following municipal residential drinking water system: Markdale Drinking Water System This municipal drinking water licence includes the following: Schedule Description Schedule A Schedule B Schedule C Schedule D Drinking Water System Information General Conditions System-Specific Conditions Conditions for Relief from Regulatory Requirements DATED at TORONTO this 24th day of May, 2011 Signature Indra R. Prashad, P.Eng. Director Part V, Safe Drinking Water Act, V1.0 TREATMENT&DISTRIBUTION

38 Schedule A: Drinking Water System Information System Owner The Corporation of the Municipality of Grey Highlands Licence Number Drinking Water System Name Markdale Drinking Water System Schedule A Issue Date May 24th, 2011 The following information is applicable to the above drinking water system and forms part of this licence: Licence Licence Issue Date May 24, 2011 Licence Expiry Date May 22, 2016 Application for Licence Renewal Date November 21, 2015 Drinking Water Works Permit Drinking Water System Name Permit Number Issue Date Markdale Drinking Water System May 19, 2011 Permits to Take Water Water Taking Location Permit Number Issue Date Well 1, Well 3, Well LDKZY March 2, 2006 Financial Plans The Financial Plan Number for the Financial Plan required to be developed for this drinking water system in accordance with O. Reg. 453/07 shall be: Alternately, if one Financial Plan is developed for all drinking water systems owned by the owner, the Financial Plan Number shall be: A Accredited Operating Authority Drinking Water System or Operational Subsystems Accredited Operating Authority Markdale Drinking Water System Municipality of Grey Highlands Operational Plan Number V1.0 TREATMENT&DISTRIBUTION 2

39 Schedule B: General Conditions System Owner The Corporation of the Municipality of Grey Highlands Licence Number Drinking Water System Name Markdale Drinking Water System Schedule B Issue Date May 24th, Definitions 1.1 Words and phrases not defined in this licence and the associated drinking water works permit shall be given the same meaning as those set out in the SDWA and any regulations made in accordance with that act, unless the context requires otherwise. 1.2 In this licence and the associated drinking water works permit: adverse effect, "contaminant" and natural environment shall have the same meanings as in the EPA; alteration may include the following in respect of this drinking water system: (a) An addition to the system, (b) A modification of the system, (c) A replacement of part of the system, and (d) An extension of the system; "compound of concern" means a contaminant that, based on generally available information, may be emitted from a component of the drinking water system to the atmosphere in a quantity that is significant either in comparison to the relevant point of impingement limit or if a point of impingement limit is not available for the compound, then based on generally available toxicological information, the compound has the potential to cause an adverse effect as defined by the EPA at a point of impingement; Director means a Director appointed pursuant to section 6 of the SDWA for the purposes of Part V of the SDWA; drinking water works permit means the drinking water works permit for the drinking water system as identified in Schedule A of this licence; emission summary table" means the table that was prepared by a Professional Engineer in accordance with O. Reg. 419/05 and the procedure document listing the appropriate point of impingement concentrations of each compound of concern emitted from a component of the drinking water system and providing comparison to the corresponding point of impingement limit; EPA means the Environmental Protection Act, R.S.O. 1990, c. E.19; V1.0 TREATMENT&DISTRIBUTION 3

40 Schedule B May 24th, 2011 financial plan means the financial plan required by O. Reg. 453/07 and the conditions of this licence; licence means this municipal drinking water licence for the municipal drinking water system identified in Schedule A of this licence; operational plan means an operational plan developed in accordance with the Director s Directions Minimum Requirements for Operational Plans made under the authority of subsection 15(1) of the SDWA; owner means the owner of the drinking water system as identified in Schedule A of this licence; "point of impingement" means any point in the natural environment that is not on the same property as the source of the contaminant and as defined by section 2 of O. Reg. 419/05; "point of impingement limit" means the appropriate standard from Schedule 1, 2 or 3 of O. Reg. 419/05 and if a standard is not provided for a compound of concern, the appropriate criteria listed in the Ministry of the Environment publication titled "Summary of Standards and Guidelines to support Ontario Regulation 419: Air Pollution Local Air Quality (including Schedule 6 of O. Reg. 419 on Upper Risk Thresholds)", dated February 2008, as amended; "procedure document" means the Ministry of the Environment procedure titled "Procedure for Preparing an Emission Summary and Dispersion Modelling Report" dated July 2005, as amended; Professional Engineer means a Professional Engineer who has been licenced to practice in the Province of Ontario; "provincial officer" means a provincial officer appointed pursuant to section 8 of the SDWA; publication NPC-205 means the Ministry of the Environment publication titled Sound Level Limits for Stationary Sources in Class 1 & 2 Areas (Urban) dated October 1995, as amended; publication NPC-207 means the Ministry of the Environment draft technical publication titled Impulse Vibration in Residential Buildings dated November 1983, supplementing the Ministry of the Environment Model Municipal Noise Control By-law, Final Report dated August 1978; publication NPC-232 means the Ministry of the Environment publication titled Sound Level Limits for Stationary Sources in Class 3 Areas (Rural) dated October 1995, as amended; SDWA means the Safe Drinking Water Act, 2002, S.O. 2002, c. 32; V1.0 TREATMENT&DISTRIBUTION 4

41 Schedule B May 24th, Applicability sensitive populations" means any one or a combination of the following locations where the health effects of nitrogen oxides emissions from emergency generator(s) shall be considered using the point of impingement limit instead of the Ministry of the Environment screening level for emergency generator(s): (a) health care units (e.g., hospitals and nursing homes), (b) primary/junior public schools, (c) day-care facilities, and (d) playgrounds; 2.1 In addition to any other requirements, the drinking water system identified above shall be established, altered and operated in accordance with the conditions of the drinking water works permit and this licence. 3.0 Licence Expiry 3.1 This licence expires on the date identified as the licence expiry date in Schedule A of this licence. 4.0 Licence Renewal 4.1 Any application to renew this licence shall be made on or before the date identified as the application for licence renewal date set out in Schedule A of this licence. 5.0 Compliance 5.1 The owner and operating authority shall ensure that any person authorized to carry out work on or to operate any aspect of the drinking water system has been informed of the SDWA, all applicable regulations made in accordance with that act, the drinking water works permit and this licence and shall take all reasonable measures to ensure any such person complies with the same. 6.0 Licence and Drinking Water Works Permit Availability 6.1 At least one copy of this licence and the drinking water works permit shall be stored in such a manner that they are readily viewable by all persons involved in the operation of the drinking water system. 7.0 Permits to Take Water 7.1 A permit to take water identified in Schedule A of this licence is associated with the taking of water for purposes of the operation of the drinking water system and is the applicable permit on the date identified as the Schedule A Issue Date V1.0 TREATMENT&DISTRIBUTION 5

42 Schedule B May 24th, Financial Plan 8.1 The owner of the drinking water system, by the later of July 1, 2010 and the date that is six months after the date the first licence for the system is issued, shall prepare and approve financial plans for the system that satisfy the requirements prescribed under section 3 of O. Reg. 453/ The owner of the drinking water system shall ensure that every financial plan prepared in accordance with subsections 2 (1) and 3 (1) of O. Reg. 453/07 contains on the front page of the financial plan, the appropriate financial plan number as set out in Schedule A of this licence. 9.0 Interpretation 9.1 Where there is a conflict between the provisions of this licence and any other document, the following hierarchy shall be used to determine the provision that takes precedence: The SDWA; A condition imposed in this licence that explicitly overrides a prescribed regulatory requirement; A condition imposed in the drinking water works permit that explicitly overrides a prescribed regulatory requirement; Any regulation made under the SDWA; Any provision of this licence that does not explicitly override a prescribed regulatory requirement; Any provision of the drinking water works permit that does not explicitly override a prescribed regulatory requirement; Any application documents listed in this licence, or the drinking water works permit from the most recent to the earliest; and All other documents listed in this licence, or the drinking water works permit from the most recent to the earliest. 9.2 If any requirement of this licence or the drinking water works permit is found to be invalid by a court of competent jurisdiction, the remaining requirements of this licence and the drinking water works permit shall continue to apply. 9.3 The issuance of and compliance with the conditions of this licence and the drinking water works permit does not: Relieve any person of any obligation to comply with any provision of any applicable statute, regulation or other legal requirement, including the Environmental Assessment Act, R.S.O. 1990, c. E.18; and V1.0 TREATMENT&DISTRIBUTION 6

43 Schedule B May 24th, Limit in any way the authority of the appointed Directors and provincial officers of the Ministry of the Environment to require certain steps be taken or to require the owner to furnish any further information related to compliance with the conditions of this licence or the drinking water works permit. 9.4 For greater certainty, nothing in this licence or the drinking water works permit shall be read to provide relief from regulatory requirements in accordance with section 46 of the SDWA, except as expressly provided in the licence or the drinking water works permit Adverse Effects 10.1 Nothing in this licence or the drinking water works permit shall be read as to permit: The discharge of a contaminant into the natural environment that causes or is likely to cause an adverse effect; or The discharge of any material of any kind into or in any waters or on any shore or bank thereof or into or in any place that may impair the quality of the water of any waters All reasonable steps shall be taken to minimize and ameliorate any adverse effect on the natural environment or impairment of the quality of water of any waters resulting from the operation of the drinking water system including such accelerated or additional monitoring as may be necessary to determine the nature and extent of the effect or impairment Fulfillment of one or more conditions imposed by this licence or the drinking water works permit does not eliminate the requirement to fulfill any other condition of this licence or the drinking water works permit Change of Owner or Operating Authority 11.1 This licence is not transferable without the prior written consent of the Director The owner shall notify the Director in writing of a change of any operating authority identified in Schedule A of this licence Information to be Provided 12.1 Any information requested by a Director or a provincial officer concerning the drinking water system and its operation, including but not limited to any records required to be kept by this licence or the drinking water works permit, shall be provided upon request Records Retention 13.1 Except as otherwise required in this licence or the drinking water works permit, any records required by or created in accordance with this licence or the drinking water works permit, other than the records specifically referenced in section 12 of O. Reg. 170/03, shall be retained for at least 5 years and made available for inspection by a provincial officer, upon request V1.0 TREATMENT&DISTRIBUTION

44 Schedule B May 24th, Chemicals and Materials 14.1 All chemicals and materials used in the alteration or operation of the drinking water system that come into contact with water within the system shall meet all applicable standards set by both the American Water Works Association ("AWWA") and the American National Standards Institute ("ANSI") safety criteria standards NSF/60 and NSF/ The most current chemical and material product registration documentation from a testing institution accredited by either the Standards Council of Canada or by the American National Standards Institution ("ANSI") shall be available at all times for each chemical and material used in the operation of the drinking water system that comes into contact with water within the system Conditions 14.1 and 14.2 do not apply in the case of the following: 15.0 Drawings Water pipe and pipe fittings meeting AWWA specifications made from ductile iron, cast iron, PVC, fibre and/or steel wire reinforced cement pipe or high density polyethylene (HDPE); Articles made from stainless steel, glass, HDPE or Teflon ; Cement mortar for watermain lining and for water contacting surfaces of concrete structures made from washed aggregates and Portland cement; Food grade oils and lubricants; or Any particular chemical or material where the owner has written documentation signed by the Director that indicates that the Ministry of the Environment is satisfied that the chemical or material is acceptable for use within the drinking water system and the chemical or material is only used as permitted by the documentation All drawings and diagrams in the possession of the owner that show any treatment subsystem as constructed shall be retained by the owner unless the drawings and diagrams are replaced by a revised or updated version showing the subsystem as constructed subsequent to the alteration Any alteration to any treatment subsystem shall be incorporated into process flow diagrams, process and instrumentation diagrams, and record drawings and diagrams within one year of the substantial completion of the alteration Process flow diagrams and process and instrumentation diagrams for any treatment subsystem shall be kept in a place, or made available in such a manner, that they may be readily viewed by all persons responsible for all or part of the operation of the drinking water system V1.0 TREATMENT&DISTRIBUTION 8

45 Schedule B May 24th, Operations and Maintenance Manual 16.1 An up-to-date operations and maintenance manual or manuals shall be maintained and applicable parts of the manual or manuals shall be made available for reference by all persons responsible for all or part of the operation or maintenance of the drinking water system The operations and maintenance manual or manuals, shall include at a minimum: The requirements of this licence and associated procedures; The requirements of the drinking water works permit for the drinking water system; Procedures for monitoring and recording the in-process parameters necessary for the control of any treatment subsystem and for assessing the performance of the drinking water system; Procedures for the operation and maintenance of monitoring equipment; Contingency plans and procedures for the provision of adequate equipment and material to deal with emergencies, upset conditions and equipment breakdown; Procedures for dealing with complaints related to the drinking water system, including the recording of the nature of the complaint and any investigation and corrective action taken in respect of the complaint; An inspection schedule for all wells associated with the drinking water system, including all production wells, standby wells, test wells and monitoring wells; Well inspection and maintenance procedures for the entire well structure of each well including all above and below grade well components; and Remedial action plans for situations where an inspection indicates noncompliance with respect to regulatory requirements and/or risk to raw well water quality Procedures necessary for the operation and maintenance of any alterations to the drinking water system shall be incorporated into the operations and maintenance manual or manuals prior to those alterations coming into operation V1.0 TREATMENT&DISTRIBUTION 9

46 Schedule C: System-Specific Conditions System Owner The Corporation of the Municipality of Grey Highlands Licence Number Drinking Water System Name Markdale Drinking Water System Schedule C Issue Date May 24th, Performance Limits Rated Capacity 1.1 For each treatment subsystem listed in column 1 of Table 1, the maximum daily volume of treated water that flows from the treatment subsystem to the distribution system shall not exceed the value identified as the rated capacity in column 2 of the same row. Table 1: Rated Capacity Column 1 Treatment Subsystem Name Column 2 Rated Capacity (m 3 /day) Isla Street Water Treatment Plant 2,618 Eliza Street Water Treatment Plant 3, Despite condition 1.1, a treatment subsystem may be operated temporarily at a daily volume above the value set out in column 2 of Table 1 for the purposes of fighting a large fire or for the maintenance of the drinking water system. 1.3 Condition 1.2 does not authorize the discharge into the distribution system of any water that does not otherwise meet all of the requirements of this licence and all other regulatory requirements, including compliance with the Ontario Drinking Water Quality Standards. Maximum Flow Rates 1.4 For each treatment subsystem listed in column 1 of Table 2, the maximum flow rate of water that flows into a treatment subsystem component listed in column 2 shall not exceed the value listed in column 3 of the same row. Table 2: Maximum Flow Rates Column 1 Treatment Subsystem Name Column 2 Treatment Subsystem Component Column 3 Maximum Flow Rate (L/s) Not Applicable Not Applicable Not Applicable Not Applicable Not Applicable Not Applicable V1.0 TREATMENT&DISTRIBUTION 10

47 Schedule C May 24th, 2011 Residue Management 1.5 In respect of an effluent discharged into the natural environment from a treatment subsystem or treatment subsystem component listed in column 1 of Table 3: The annual average concentration of a test parameter identified in column 2 shall not exceed the value in column 3 of the same row; and The maximum concentration of a test parameter identified in column 2 shall not exceed the value in column 4 of the same row. Table 3: Residue Management Column 1 Treatment Subsystem or Treatment Subsystem Component Name Column 2 Test Parameter Column 3 Annual Average Concentration (mg/l) Column 4 Maximum Concentration (mg/l) Not Applicable Not Applicable Not Applicable Not Applicable UV Disinfection Equipment Performance 1.6 For each treatment subsystem or treatment subsystem component listed in column 1 of Table 4, the UV disinfection equipment shall be operated such that a continuous passthrough UV dose is maintained throughout the life time of the UV lamp(s) that is at least the minimum continuous pass-through UV dose set out in column 2 of the same row. Table 4: UV Disinfection Equipment Performance Column 1 Treatment Subsystem or Treatment Subsystem Component Name Column 2 Minimum Continuous Pass-Through UV Dose (mj/cm 2 ) Markdale Water System 40 Flow Measurement and Recording Requirements 1.7 For each treatment subsystem identified in column 1 of Table 1 and in addition to any other flow measurement and recording that may be required, continuous flow measurement and recording shall be undertaken for: The flow rate and daily volume of treated water that flows from the treatment subsystem to the distribution system The flow rate and daily volume of water that flows into the treatment subsystem. 1.8 For each treatment subsystem component identified in column 2 of Table 2 and in addition to any other flow measurement and recording that may be required, continuous V1.0 TREATMENT&DISTRIBUTION 11

48 Schedule C May 24th, 2011 flow measurement and recording shall be undertaken for the flow rate and daily volume of water that flows into the treatment subsystem component. 1.9 Where a rated capacity from Table 1 or a maximum flow rate from Table 2 is exceeded, the following shall be recorded: The difference between the measured amount and the applicable rated capacity or maximum flow rate specified in Table 1 or Table 2; The time and date of the measurement; The reason for the exceedance; and The duration of time that lapses between the applicable rated capacity or maximum flow rate first being exceeded and the next measurement where the applicable rated capacity or maximum flow rate is no longer exceeded. 2.0 Calibration of Flow Measuring Devices 2.1 All flow measuring devices must be checked and calibrated in accordance with the manufacturer s instructions. 2.2 If the manufacturer s instructions do not indicate how often to check and calibrate a flow measuring device, the equipment must be checked and calibrated at least once every year during which the drinking water system is in operation. 3.0 Additional Sampling, Testing and Monitoring Drinking Water Health and Non-Health Related Parameters 3.1 For each treatment subsystem or treatment subsystem component identified in column 1 of Tables 5 and 6 and in addition to any other sampling, testing and monitoring that may be required, sampling, testing and monitoring shall be undertaken for a test parameter listed in column 2 at the sampling frequency listed in column 3 and at the monitoring location listed in column 4 of the same row. Table 5: Drinking Water Health Related Parameters Column 1 Treatment Subsystem or Treatment Subsystem Component Name Column 2 Test Parameter Column 3 Sampling Frequency Column 4 Monitoring Location Not Applicable Not Applicable Not Applicable Not Applicable V1.0 TREATMENT&DISTRIBUTION 12

49 Schedule C May 24th, 2011 Table 6: Drinking Water Non-Health Related Parameters Column 1 Treatment Subsystem or Treatment Subsystem Component Name Column 2 Test Parameter Column 3 Sampling Frequency Column 4 Monitoring Location Not Applicable Not Applicable Not Applicable Not Applicable Environmental Discharge Parameters 3.2 For each treatment subsystem or treatment subsystem component identified in column 1 of Table 7 and in addition to any other sampling, testing and monitoring that may be required, sampling, testing and monitoring shall be undertaken for a test parameter listed in column 2 using the sample type identified in column 3 at the sampling frequency listed in column 4 and at the monitoring location listed in column 5 of the same row. 3.3 For the purposes of Table 7: Manual Composite means the mean of at least three grab samples taken during a discharge event, with one sample being taken immediately following the commencement of the discharge event, one sample being taken approximately at the mid-point of the discharge event and one sample being taken immediately before the end of the discharge event; and Automated Composite means samples must be taken during a discharge event by an automated sampler at a minimum sampling frequency of once per hour. 3.4 Any sampling, testing and monitoring for the test parameter Total Suspended Solids shall be performed in accordance with the requirements set out in the publication Standard Methods for the Examination of Water and Wastewater, 21 st Edition, 2005, or as amended from time to time by more recently published editions. Table 7: Environmental Discharge Parameters Column 1 Treatment Subsystem or Treatment Subsystem Component Name Column 2 Test Parameter Column 3 Sample Type Column 4 Sampling Frequency Column 5 Monitoring Location Not Applicable Not Applicable Not Applicable Not Applicable Not Applicable UV Disinfection Equipment 3.5 For each treatment subsystem or treatment subsystem component listed in column 1 of Table 8 and in addition to any other sampling, analysis and recording that may be required, continuous monitoring and recording with a minimum testing/reading and V1.0 TREATMENT&DISTRIBUTION 13

50 Schedule C May 24th, 2011 recording frequency of every four (4) hours shall be carried out for the test parameters set out in column 3 of the same row. Table 8: UV Disinfection Equipment Column 1 Treatment Subsystem or Treatment Subsystem Component Name Column 2 Control Strategy Column 3 Test Parameter Isla Street Water Treatment Plant Calculated Dose Calculated UV Dose Flow Rate UV Transmittance UV Lamp Status 4.0 Studies Required Not Applicable V1.0 TREATMENT&DISTRIBUTION 14

51 Schedule D: Conditions for Relief from Regulatory Requirements System Owner Licence Number Drinking Water System Name Schedule D Issue Date May 24th, 2011 The Corporation of the Municipality of Grey Highlands Markdale Drinking Water System 1.0 Lead Regulatory Relief 1.1 Any relief from regulatory requirements previously authorized by the Director in respect of the drinking water system under section 38 of the SDWA in relation to the sampling, testing or monitoring requirements contained in Schedule 15.1 of O. Reg. 170/03 shall remain in force until such time as Schedule 15.1 of O. Reg. 170/03 is amended after June 1, Other Regulatory Relief Not Applicable V1.0 TREATMENT&DISTRIBUTION 15

52 DRINKING WATER WORKS PERMIT Permit Number: Issue Number: 1 Pursuant to the Safe Drinking Water Act, 2002, S.O. 2002, c. 32, and the regulations made thereunder and subject to the limitations thereof, this drinking water works permit is issued under Part V of the Safe Drinking Water Act, 2002, S.O. 2002, c. 32 to: The Corporation of the Municipality of Grey Highlands Box 409, 206 Toronto St. S. Grey Highlands, ON N0C 1H0 For the following municipal residential drinking water system: Markdale Drinking Water System This drinking water works permit includes the following: Schedule Description Schedule A Schedule B Schedule C Drinking Water System Description General All documents issued as Schedule C to this drinking water works permit which authorize alterations to the drinking water system DATED at TORONTO this 19th day of May, 2011 Signature Aziz Ahmed, P.Eng. Director Part V, Safe Drinking Water Act, V1.0 TREATMENT&DISTRIBUTION

53 Schedule A: Drinking Water System Description System Owner The Corporation of the Municipality of Grey Highlands Permit Number Drinking Water System Name Markdale Drinking Water System Schedule A Issue Date May 19th, System Description 1.1 The following is a summary description of the works comprising the above drinking water system: Overview The Markdale Drinking Water System consists of two (2) water Treatment Plants, three (3) drilled wells, one standpipe and approximately 13 kilometers of distribution watermains. Isla Street Water Treatment Plant Well No. 1 Name Well No. 1 Street Address UTM Coordinates System Type Description Notes 16 Glasgow Street, Markdale NAD 83, Zone 17, Easting, Northing Groundwater Supply 200 mm diameter, 73.2 m deep Submersible deep well pump, rated at 1820 L/min at a TDH of 49.7 m, with a 100 mm discharge line connected to the well pump header in the pumping station Treatment Plant Building Location UTM Coordinates Description Standby Power Well No Glasgow Street, Markdale NAD 83, Zone 17, Easting, Northing a building housing an ultra violet disinfection system, sodium hypochlorite disinfection system, chlorine contact chamber and controls and appurtenances provision for connection to portable standby power Notes V1.0 TREATMENT&DISTRIBUTION 2

54 Schedule A May 19th, 2011 Ultraviolet Disinfection Description Feed Point Equipment Notes UV disinfection At raw water source, prior to chlorination Two (2) ultraviolet disinfection units, each unit capable of treating a design flow of 2618 m 3 /d and providing minimum dose of 40 mj/cm 2, complete with automatic quartz sleeve cleaning device, lamp status indicators, running hour meters, online UV intensity sensors, and online UV transmittance equipment complete with recorder Chemical Addition Sodium Hypochlorite Description Feed Point Equipment Chlorine Contact Chamber Notes Chlorine disinfection Chlorine contact chamber, post-uv disinfection One (1) sodium hypochlorite metering pump panel consisting of two (2) metering pumps (one duty, one standby), each with a capacity of 1.56 L/h, complete with automatic switchover capability Two (2) sodium hypochlorite solution tanks (one duty, one standby) complete with spill containment Treated water free chlorine residual analyzer and turbidimeter 28 cubic metre chlorine contact reservoir located underneath the pumphouse High Lift Works High Lift Pumps Description Capacity Notes a high lift pumping station Two (2) high lift pumps each rated at 1820 L/min, with 100 mm diameter pump header and appurtenances taking suction from the chlorine contact chamber V1.0 TREATMENT&DISTRIBUTION

55 Schedule A May 19th, 2011 Eliza Street Water Treatment Plant Well No. 3 Name Wells No. 3 Street Address UTM Coordinates System Type Description Notes 0 Eliza Street, Markdale NAD 83, Zone 17, Easting, Northing GUDI 200 mm diameter, 97.5 m deep Submersible deep well pump, rated at 1932 L/min at a TDH of 101 m, complete with all associated electrical and mechanical equipment and with a 150 mm discharge line connected to the well pump heading in the pumping station Well No. 4 Name Wells No. 4 Street Address UTM Coordinates System Type Description Notes 0 Eliza Street, Markdale NAD 83, Zone 17, Easting, Northing GUDI 250 mm diameter, 119 m deep Submersible deep well pump, rated at 750 L/min at a TDH of 116 m, complete with all associated electrical and mechanical equipment and with a 100 mm discharge line connected to the well pump header in the pumping station Treatment Plant Building Location UTM Coordinates Description Instrumentation and Controls Notes 0 Glasgow Street, Markdale NAD 83, Zone 17, Easting, Northing a building housing a cartridge filter system an ultra violet disinfection system, sodium hypochlorite disinfection system, and controls and appurtenances monitoring and control equipment including: - two (2) raw water flow meters (one per well); - one (1) treated water flow meter; - an online treated water UV transmittance monitor; - one (1) online treated water turbidity monitor; - one free chlorine residual analyzer sampling from the treated water header in the pumping station; - one free chlorine residual analyzer located in the valve chamber beside the water town sampling water as it enters the water tower V1.0 TREATMENT&DISTRIBUTION

56 Schedule A May 19th, 2011 Filtration Filters Description Dimensions Notes Cartridge filters providing pre-treatment to UV Two (2) cartridge filter system, one duty, one standby, each rated at approximately 2840 L/m to provide pre-treatment prior to UV disinfection Ultraviolet Disinfection Description Feed Point Equipment Notes UV disinfection Intermediate disinfection, in between pre- and post-chlorination Two (2) ultraviolet disinfection units, each unit capable of treating a design flow of 3862 m 3 /d and providing minimum dose of 40 mj/cm 2, complete with automatic quartz sleeve cleaning device, lamp status indicators, running hour meters, online UV intensity sensors, online treated water UV transmittance monitor Chemical Addition Sodium Hypochlorite Description Feed Point Equipment Contact Facility Notes Chlorine disinfection Pre- and post- UV disinfection Two (2) sodium hypochlorite storage tanks (duty and standby), with four (4) sodium hypochlorite metering pumps (a duty and standby pump for each well) with injection points located before the UV unit, complete with associated piping and appurtenances, automatic switchover capability and spill containment pre-chlorination (one duty, one standby) prior to the filters and post-chlorination (one duty, one standby) after the filters One (1) free chlorine residual analyzer sampling from the treated water header in the pumping station One (1) free chlorine residual analyzer located in the valve chamber beside the water town sampling water as it enters the water tower Underground reservoir V1.0 TREATMENT&DISTRIBUTION

57 Schedule A May 19th, 2011 Storage Reservoirs Standpipe Reservoir Location UTM Coordinates Description Dimensions Notes 0 Eliza Street, Markdale NAD 83, Zone 17, Easting, Northing Standpipe reservoir receiving treated water from both Eliza Street and Isla Street treatment plants 10.6 m diameter by m height 1900 m 3 total volume, 1200 m 3 usable volume Watermains 1.2 Watermains within the distribution system comprise: Watermains that have been set out in each document or file identified in column 1 of Table 1. Table 1: Watermains Column 1 Document or File Name Column 2 Date Markdale Distn Figure 1.pdf August Watermains that have been added, modified, replaced or extended further to the provisions of Schedule C of this drinking water works permit on or after the date identified in column 2 of Table 1 for each document or file identified in column Watermains that have been added, modified, replaced or extended further to an authorization by the Director on or after the date identified in column 2 of Table 1 for each document or file identified in column V1.0 TREATMENT&DISTRIBUTION

58 Schedule B: General System Owner The Corporation of the Municipality of Grey Highlands Permit Number Drinking Water System Name Markdale Drinking Water System Schedule B Issue Date May 19th, Applicability 1.1 In addition to any other requirements, the drinking water system identified above shall be altered and operated in accordance with the conditions of this drinking water works permit and the licence. 1.2 The definitions and conditions of the licence shall also apply to this drinking water works permit. 2.0 Alterations to the Drinking Water System 2.1 Any document issued by the Director as a Schedule C to this drinking water works permit shall provide authority to alter the drinking water system in accordance, where applicable, with the conditions of this drinking water works permit and the licence. 2.2 All Schedule C documents issued by the Director for the drinking water system shall form part of this drinking water works permit. 2.3 All parts of the drinking water system in contact with drinking water which are: Added, modified, replaced, extended; or Taken out of service for inspection, repair or other activities that may lead to contamination, shall be disinfected before being put into service in accordance with the provisions of the AWWA C651 Standard for Disinfecting Water Mains; AWWA C652 Standard for Disinfection of Water-Storage Facilities; AWWA C653 Standard for Disinfection of Water Treatment Plants; or AWWA C654 Standard for Disinfection of Wells; or an equivalent procedure. 2.4 The owner shall notify the Director within thirty (30) days of the placing into service or the completion of any addition, modification, replacement or extension of the drinking water system which had been authorized through: Schedule B to this drinking water works permit which would require an alteration of the description of a drinking water system component described in Schedule A of this drinking water works permit; Any Schedule C to this drinking water works permit respecting works other than watermains; or V1.0 TREATMENT&DISTRIBUTION 7

59 Schedule B May 19th, Any approval issued prior to the issue date of the first drinking water works permit respecting works other than watermains which were not in service at the time of the issuance of the first drinking water works permit. 2.5 For greater certainty, the notification requirements set out in condition 2.4 do not apply to any addition, modification, replacement or extension in respect of the drinking water system which: Is exempt from subsection 31(1) of the SDWA by subsection 9.(2) of O. Reg. 170/03; Constitutes maintenance or repair of the drinking water system; or Is a watermain authorized by condition 3.1 of Schedule B of this drinking water works permit. 2.6 The owner shall notify the legal owner of any part of the drinking water system that is prescribed as a municipal drinking water system by section 2 of O. Reg. 172/03 of the requirements of the licence and this drinking water works permit as applicable to the prescribed system. 2.7 For greater certainty, any alteration to the drinking water system made in accordance with this drinking water works permit may only be carried out after other legal obligations have been complied with including those arising from the Environmental Assessment Act, Niagara Escarpment Planning and Development Act, Oak Ridges Moraine Conservation Act, 2001 and Greenbelt Act, Watermain Additions, Modifications, Replacements and Extensions 3.1 The drinking water system may be altered by adding, modifying, replacing or extending a watermain within the distribution system subject to the following conditions: The design of the watermain addition, modification, replacement or extension: a) Has been prepared by a Professional Engineer; b) Has been designed only to transmit water and has not been designed to treat water; c) Satisfies the design criteria set out in the Ministry of the Environment publication Watermain Design Criteria for Future Alterations Authorized under a Drinking Water Works Permit March 2009, as amended from time to time; and d) Is consistent with or otherwise addresses, the design objectives contained within the Ministry of the Environment publication Design Guidelines for Drinking Water Systems, 2008, as amended from time to time The maximum demand for water exerted by consumers who are serviced by the addition, modification, replacement or extension of the watermain will not result in an exceedance of the rated capacity of a treatment subsystem or the maximum V1.0

60 Schedule B May 19th, V1.0 flow rate for a treatment subsystem component as specified in the licence, or the creation of adverse conditions within the drinking water system The watermain addition, modification, replacement or extension will not adversely affect the distribution system s ability to maintain a minimum pressure of 140 kpa at ground level at all points in the distribution system under maximum day demand plus fire flow conditions Secondary disinfection will be provided to water within the added, modified, replaced or extended watermain to meet the requirements of O. Reg. 170/ The watermain addition, modification, replacement or extension is wholly located within the municipal boundary over which the owner has jurisdiction The owner of the drinking water system consents to the watermain addition, modification, replacement or extension A Professional Engineer has verified in writing that the watermain addition, modification, replacement or extension meets the requirements of condition The owner of the drinking water system has verified in writing that the watermain addition, modification, replacement or extension meets the requirements of conditions to The authorization for the addition, modification, replacement or extension of a watermain provided for in condition 3.1 does not include the addition, modification, replacement or extension of a watermain that: Passes under or through a body of surface water, unless trenchless construction methods are used; Has a nominal diameter greater than 750 mm; Connects to another drinking water system; or Results in the fragmentation of the drinking water system. 3.3 The verifications required in conditions and shall be: Recorded on Form 1 Record of Watermains Authorized as a Future Alteration as published by the Ministry of the Environment; and Retained for a period of ten (10) years by the owner. 3.4 For greater certainty, the verification requirements set out in condition 3.3 do not apply to any addition, modification, replacement or extension in respect of the drinking water system which: Is exempt from subsection 31(1) of the SDWA by subsection 9.(2) of O. Reg. 170/03; or Constitutes maintenance or repair of the drinking water system.

61 Schedule B May 19th, The document or file referenced in Column 1 of Table 1 of Schedule A of this drinking water works permit that sets out watermains shall be retained by the owner and shall be updated to include watermain additions, modifications, replacements and extensions within 12 months of the addition, modification, replacement or extension. 3.6 The updates required by condition 3.5 shall include watermain location relative to named streets or easements and watermain diameter. 4.0 Minor Modifications to the Drinking Water System 4.1 The drinking water system may be altered by modifying or replacing the following components: Raw water, treatment process or treated water pumps; Chemical metering or chemical handling pumps; Valves; Instrumentation and controls; Cathodic corrosion protection; or Spill containment works. 4.2 The drinking water system may be altered by replacing the following: Raw water, treatment process or treated water piping within the treatment subsystem. 4.3 The modification or replacement of a drinking water system component set out in condition 4.1 or the replacement of a drinking water system component set out in condition 4.2 must not result in: An exceedance of a treatment subsystem rated capacity or a treatment subsystem component maximum flow rate as specified in the licence; The bypassing of any unit process within a treatment subsystem; A deterioration in the quality of drinking water provided to consumers; A reduction in the reliability or redundancy of any component of the drinking water system; A negative impact on the ability to undertake compliance and other monitoring; or An adverse effect on the environment V1.0

62 Schedule B May 19th, The owner shall verify in writing that the modification or replacement of drinking water system components in accordance with conditions 4.1 and 4.2 has met the requirements of the conditions listed in condition V The verifications required in condition 4.4 shall be: Recorded on Form 2 Record of Minor Modifications or Replacements to the Drinking Water System as published by the Ministry of the Environment; and Retained for a period of ten (10) years by the owner. 4.6 For greater certainty, the verification requirements set out in conditions 4.4 and 4.5 do not apply to any modification or replacement in respect of the drinking water system which: Is exempt from subsection 31(1) of the SDWA by subsection 9.(2) of O. Reg. 170/03; or Constitutes maintenance or repair of the drinking water system. 4.7 The owner shall update any drawings maintained for the drinking water system to reflect the modification or replacement of the works, where applicable. 5.0 Equipment with Emissions to the Air 5.1 The drinking water system may be altered by adding, modifying or replacing any of the following drinking water system components that may discharge or alter the rate or manner of a discharge of a compound of concern to the atmosphere: Any equipment, apparatus, mechanism or thing that is used for the transfer of outdoor air into a building or structure that is not a cooling tower; Any equipment, apparatus, mechanism or thing that is used for the transfer of indoor air out of a space used for the production, processing, repair, maintenance or storage of goods or materials, including chemical storage; Laboratory fume hoods used for drinking water testing, quality control and quality assurance purposes; Low temperature handling of compounds with a vapor pressure of less than 1 kilopascal; Maintenance welding stations; Minor painting operations used for maintenance purposes; Parts washers for maintenance shops; Emergency chlorine and ammonia gas scrubbers; Venting for activated carbon units for drinking water taste and odour control;

63 Schedule B May 19th, Venting for a stripping unit for methane removal from a groundwater supply; Natural gas or propane fired boilers, water heaters, space heaters and make-up air units with a total facility-wide heat input rating of less than 20 million kilojoules per hour, and with an individual fuel energy input of less than or equal to 10.5 gigajoules per hour; and Emergency generators that fire No. 2 fuel oil (diesel fuel) with a sulphur content of 0.5 per cent or less measured by weight, natural gas, propane, gasoline or biofuel, and that are used for emergency duty only with periodic testing. 5.2 The owner shall not add, modify or replace a drinking water system component set out in condition 5.1 for an activity that is not directly related to the treatment and distribution of drinking water. 5.3 The emergency generators identified in condition shall not be used for nonemergency purposes including the generation of electricity for sale or for peak shaving purposes. 5.4 The owner shall prepare an emission summary table for nitrogen oxide emissions only, for each addition, modification or replacement of emergency generators identified in condition Performance Limits 5.5 The owner shall ensure that a drinking water system component identified in conditions to is operated at all times to comply with the following limits: For equipment other than emergency generators, the maximum concentration of any compound of concern at a point of impingement shall not exceed the corresponding point of impingement limit; For emergency generators, the maximum concentration of nitrogen oxides at sensitive populations shall not exceed the applicable point of impingement limit, and at non-sensitive populations shall not exceed the Ministry of the Environment half-hourly screening level of 1880 ug/m 3 as amended; The noise emissions comply at all times with the limits set out in publication NPC-205 and/or publication NPC-232, as applicable; and The vibration emissions comply at all times with the limits set out in publication NPC The owner shall verify in writing that any addition, modification or replacement of works in accordance with condition 5.1 has met the requirements of the conditions listed in condition The owner shall document how compliance with the performance limits outlined in and is being achieved, through noise abatement equipment and/or operational procedures V The verifications required in condition 5.6 shall be:

64 Schedule B May 19th, Recorded on Form 3 Record of Addition, Modification or Replacement of Equipment Discharging a Contaminant of Concern to the Atmosphere as published by the Ministry of the Environment Retained for a period of ten (10) years by the owner. 5.9 For greater certainty, the verification requirements set out in conditions 5.6 and 5.8 do not apply to any addition, modification or replacement in respect of the drinking water system which: Is exempt from subsection 31(1) of the SDWA by subsection 9.(2) of O. Reg. 170/03; or Constitutes maintenance or repair of the drinking water system The owner shall update any drawings maintained for the works to reflect the addition, modification or replacement of the works, where applicable. 6.0 Previously Approved Works 6.1 The owner may add, modify, replace or extend, and operate part of a municipal drinking water system if: An approval was issued after January 1, 2004 under section 36 of the SDWA in respect of the addition, modification replacement or extension and operation of that part of the municipal drinking water system; The approval expired by virtue of subsection 36(4) of the SDWA; and The addition, modification, replacement or extension commenced within five years of the date that activity was approved by the expired approval. 7.0 System-Specific Conditions 7.1 The following are authorized under this permit: Not applicable V1.0

65 Appendix B PERMIT TO TAKE WATER

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73 Appendix C PART III FORM 2

74 Drinking-Water Systems Regulation O. Reg. 170/03 OPTIONAL ANNUAL REPORT TEMPLATE Drinking-Water System Number: Drinking-Water System Name: Markdale Distribution & Supply Drinking-Water System Owner: Municipality of Grey Highlands Drinking-Water System Category: Large-Municipal-Residential Period being reported: January 1, 2015 to December 31, 2015 Complete if your Category is Large Municipal Residential or Small Municipal Residential Does your Drinking-Water System serve more than 10,000 people? Yes [ ] No [ ] Is your annual report available to the public at no charge on a web site on the Internet? Yes [ ] No [ ] Location where Summary Report required under O. Reg. 170/03 Schedule 22 will be available for inspection. Municipality of Grey Highlands Municipal Offices 206 Toronto Street South, Unit 1 Markdale ON N0C 1H0 Complete for all other Categories. Number of Designated Facilities served: Did you provide a copy of your annual report to all Designated Facilities you serve? Yes [ ] No [ ] Number of Interested Authorities you report to: Did you provide a copy of your annual report to all Interested Authorities you report to for each Designated Facility? Yes [ ] No [ ] Note: For the following tables below, additional rows or columns may be added or an appendix may be attached to the report List all Drinking-Water Systems (if any), which receive all of their drinking water from your system: Drinking Water System Name Drinking Water System Number Not applicable Did you provide a copy of your annual report to all Drinking-Water System owners that are connected to you and to whom you provide all of its drinking water? Yes [ ] No [ ] Drinking Water Systems Regulations (PIBS 4435e01) February 2008 Page 1 of 6

75 Drinking-Water Systems Regulation O. Reg. 170/03 Indicate how you notified system users that your annual report is available, and is free of charge. [ ] Public access/notice via the web [ ] Public access/notice via Government Office [ ] Public access/notice via a newspaper [ ] Public access/notice via Public Request [ ] Public access/notice via a Public Library [ ] Public access/notice via other method Describe your Drinking-Water System Two (2) pumping stations, namely: Isla Street Pumping Station and Eliza Street Pumping Station. Isla Street Pumping Station (Well # 1): One drilled well with a capacity of litres per second, followed UV disinfection and chlorination. After chlorination the treated water then flows to a 28m3 baffled reservoir. The water is then provided to the distribution system by one (1) of two (2) (one duty and one standby) high lift pumps. The high lift pumps have a capacity of litres per second. The system is equipped with a free chlorine analyzer, turbidity analyzer, UV intensity analyzer, raw water treated meter, treated water meter all complete with alarms and SCADA. Eliza Street Pumping Station ( Well #s 3 & 4): The Eliza Street Pumping Station is equipped with two (2) wells: namely Well 3 and Well 4. Well #s 3 & 4 have a rated capacity of 32.2 and 12.5 litres per second respectively. This pumping station can be operated with just Well 3, or just Well 4 or Well 3 and Well 4 together. After entering the pump house, the raw water from each well passes through its own water meter prior to being blended. Once blended, the raw water is prechlorinated and passes through a 10µm cartridge filter (the cartridge filter is a pretreatment device for the UV unit). The filter effluent is then passed through a UV unit, and if required, post chlorination is available. The system comes complete with raw water turbidity analyzer, treated turbidity analyzers, free chlorine analyzers, UV intensity analyzers, UV dosages analyzers all complete with alarms, dialer and SCADA. Standpipe The standpipe reservoir is an elevated standpipe which was installed in approximately This is a steel storage facility with a capacity of 1900m3. The diameter is approximately 10.4 m in diameter and the water height is approximately 22.5m. Catholic Protection was installed in Drinking Water Systems Regulations (PIBS 4435e01) February 2008 Page 2 of 6

76 Drinking-Water Systems Regulation O. Reg. 170/03 List all water treatment chemicals used over this reporting period Sodium Hypochlorite (NaOCl) 12%, NSF 60 Approved Were any significant expenses incurred to? [ ] Install required equipment [ ] Repair required equipment [ ] Replace required equipment Please provide a brief description and a breakdown of monetary expenses incurred See annual report Provide details on the notices submitted in accordance with subsection 18(1) of the Safe Drinking-Water Act or section 16-4 of Schedule 16 of O.Reg.170/03 and reported to Spills Action Centre Incident Date Parameter Result Unit of Measure Corrective Action Corrective Action Date Microbiological testing done under the Schedule 10, 11 or 12 of Regulation 170/03, during this reporting period. Number of Samples Range of E.Coli Or Fecal Results (min #)-(max #) Range of Total Coliform Results (min #)-(max #) Number of HPC Samples Raw Treated Distribution Range of HPC Results (min #)-(max #) Operational testing done under Schedule 7, 8 or 9 of Regulation 170/03 during the period covered by this Annual Report. Drinking Water Systems Regulations (PIBS 4435e01) February 2008 Page 3 of 6

77 Drinking-Water Systems Regulation O. Reg. 170/03 Turbidity Chlorine Fluoride (If the DWS provides fluoridation) Number of Grab Samples 8760 Isla Street 8760 Eliza Street 8760 Isla Street 8760 Eliza Street Range of Results (min #)-(max #) NOTE: For continuous monitors use 8760 as the number of samples. NOTE: Record the unit of measure if it is not milligrams per litre. Summary of additional testing and sampling carried out in accordance with the requirement of an approval, order or other legal instrument. Date of legal instrument issued Parameter Date Sampled Result Unit of Measure Summary of Inorganic parameters tested during this reporting period or the most recent sample results Parameter Sample Date Isla Street Eliza Street Unit of measure Antimony Feb 17, ug/l no Arsenic Feb 17, 2015 <0.2 <0.2 ug/l no Barium Feb 17, ug/l no Boron Feb 17, ug/l no Cadmium Feb 17, 2015 <0.003 <0.003 ug/l no Chromium Feb 17, ug/l no *Lead in distribution system ug/l no Mercury Feb 17, ug/l no Selenium Feb 17, 2015 <1 <1 ug/l no Sodium Feb. 13, ug/l no Uranium Feb 17, ug/l no Fluoride Feb. 13, 2012 <0.006 <0.006 mg/l no Nitrite Nov. 16, 2015 <0.003 <0.003 mg/l no Nitrate Nov. 16, mg/l no Exceedance *only for drinking water systems testing under Schedule 15.2; this includes large municipal nonresidential systems, small municipal non-residential systems, non-municipal seasonal residential systems, large non-municipal non-residential systems, and small non-municipal non-residential systems Drinking Water Systems Regulations (PIBS 4435e01) February 2008 Page 4 of 6

78 Drinking-Water Systems Regulation O. Reg. 170/03 Summary of lead testing under Schedule 15.1 during this reporting period (applicable to the following drinking water systems; large municipal residential systems, small municipal residential systems, and non-municipal year-round residential systems) Location Type Plumbing (Winter) (Summer) Distribution (Winter) (Summer) Number of Samples Range of Lead Results (µg/l) (min#) (max #) Number of Exceedances Summary of Organic parameters sampled during this reporting period or the most recent sample results Parameter Sample Date Isla Eliza Street Unit of Street measure Alachlor Feb 17, 2015 <0.02 <0.02 ug/l no Aldicarb Feb 17, 2015 <0.01 <0.01 ug/l no Aldrin + Dieldrin Feb 17, 2015 <0.01 <0.01 ug/l no Atrazine + N-dealkylated metobolites Feb 17, ug/l no Azinphos-methyl Feb 17, 2015 <0.02 <0.02 ug/l no Bendiocarb Feb 17, 2015 <0.01 <0.01 ug/l no Benzene Feb 17, 2015 <0.32 <0.32 ug/l no Benzo(a)pyrene Feb 17, 2015 <0.004 <0.004 ug/l no Bromoxynil Feb 17, 2015 <0.33 <0.33 ug/l no Carbaryl Feb 17, 2015 <0.01 <0.01 ug/l no Carbofuran Feb 17, 2015 <0.01 <0.01 ug/l no Carbon Tetrachloride Feb 17, 2015 <0.16 <0.16 ug/l no Chlordane (Total) Feb 17, 2015 <0.01 <0.01 ug/l no Chlorpyrifos Feb 17, 2015 <0.02 <0.02 ug/l no Cyanazine Feb 17, 2015 <0.03 <0.03 ug/l no Diazinon Feb 17, 2015 <0.02 <0.02 ug/l no Dicamba Feb 17, 2015 <0.20 <0.20 ug/l no 1,2-Dichlorobenzene Feb 17, 2015 <0.41 <0.41 ug/l no 1,4-Dichlorobenzene Feb 17, 2015 <0.36 <0.36 ug/l no Dichlorodiphenyltrichloroethane (DDT) + Feb 17, 2015 <0.01 <0.01 ug/l no metabolites 1,2-Dichloroethane Feb 17, 2015 <0.35 <0.35 ug/l no 1,1-Dichloroethylene Feb 17, 2015 <0.33 <0.33 ug/l no (vinylidene chloride) Dichloromethane Feb 17, 2015 <0.35 <0.35 ug/l no 2-4 Dichlorophenol Feb 17, 2015 <0.15 <0.15 ug/l no 2,4-Dichlorophenoxy acetic acid (2,4-D) Feb 17, 2015 <0.19 <0.19 ug/l no Diclofop-methyl Feb 17, 2015 <0.40 <0.40 ug/l no Dimethoate Feb 17, 2015 <0.03 <0.03 ug/l no Dinoseb Feb 17, 2015 <0.36 <0.36 ug/l no Diquat Feb 17, 2015 <1 <1 ug/l no Exceedance Drinking Water Systems Regulations (PIBS 4435e01) February 2008 Page 5 of 6

79 Drinking-Water Systems Regulation O. Reg. 170/03 Diuron Feb 17, 2015 <0.03 <0.03 ug/l no Glyphosate Feb 17, 2015 <1 <1 ug/l no Heptachlor + Heptachlor Epoxide Feb 17, 2015 <0.01 <0.01 ug/l no Lindane (Total) Feb 17, 2015 <0.01 <0.01 ug/l no Malathion Feb 17, 2015 <0.02 <0.02 ug/l no Methoxychlor Feb 17, 2015 <0.01 <0.01 ug/l no Metolachlor Feb 17, 2015 <0.01 <0.01 ug/l no Metribuzin Feb 17, 2015 <0.02 <0.02 ug/l no Monochlorobenzene Feb 17, 2015 <0.30 <0.30 ug/l no Paraquat Feb 17, 2015 <1 <1 ug/l no Parathion Feb 17, 2015 <0.02 <0.02 ug/l no Pentachlorophenol Feb 17, 2015 <0.15 <0.15 ug/l no Phorate Feb 17, 2015 <0.01 <0.01 ug/l no Picloram Feb 17, 2015 <1 <1 ug/l no Polychlorinated Biphenyls(PCB) Feb 17, 2015 <0.04 <0.04 ug/l no Prometryne Feb 17, 2015 <0.03 <0.03 ug/l no Simazine Feb 17, 2015 <0.01 <0.01 ug/l no THM ug/l no (NOTE: show latest annual average) Temephos Feb 17, 2015 <0.01 <0.01 ug/l no Terbufos Feb 17, 2015 <0.01 <0.01 ug/l no Tetrachloroethylene Feb 17, 2015 <0.35 <0.35 ug/l no 2,3,4,6-Tetrachlorophenol Feb 17, 2015 <0.20 <0.20 ug/l no Triallate Feb 17, 2015 <0.01 <0.01 ug/l no Trichloroethylene Feb 17, 2015 <0.44 <0.44 ug/l no 2,4,6-Trichlorophenol Feb 17, 2015 <0.25 <0.25 ug/l no 2,4,5-Trichlorophenoxy acetic acid Feb 17, 2015 <0.22 <0.22 ug/l no (2,4,5-T) Trifluralin Feb 17, 2015 <0.02 <0.02 ug/l no Vinyl Chloride Feb 17, 2015 <0.17 <0.17 ug/l no List any Inorganic or Organic parameter(s) that exceeded half the standard prescribed in Schedule 2 of Ontario Drinking Water Quality Standards. Parameter Result Value Unit of Measure Date of Sample Drinking Water Systems Regulations (PIBS 4435e01) February 2008 Page 6 of 6

80 Appendix D HYDRANT FLUSHING RECORD

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84 Appendix E SUMMARY OF WATER QUALITY MICROBIOLOGICAL ANALYSIS RESULTS

85 Appendix E Summary of Water Quality - Microbiological Analysis Results Markdale Water Supply January 1, 2015 to December 31, 2015 Date January 5 January 12 January 19 January 26 February 2 February 9 February 17 February 23 March 2 March 9 March 17 March 23 March 30 April 7 April 13 April 20 April 27 May 4 May 11 May 19 May 25 June 1 June 8 June 15 June 22 June 29 July 6 July 13 July 20 July 27 August 4 August 10 August 17 August 24 August 31 September 8 September 14 September 21 September 28 October 5 October 13 October 19 October 26 November 2 November 4 November 5 November 9 November 16 November 23 November 25 November 30 December 7 December 14 December 21 December 29 Total Number of Samples Raw Point of Entry(POE) Distribution Well E. Coli Total Coliform Pumping Station E. Coli Total Coliform HPC E. Coli Total Coliform HPC (Well 1) 0 0 (Isla St) (Well 3) 0 0 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 0 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 0 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 0 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 0 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 0 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 0 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 0 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 0 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 0 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 0 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 0 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 0 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 0 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 1 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 0 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 0 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 0 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 0 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 0 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 0 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 0 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 0 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 0 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 0 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 1 2 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 0 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 0 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 0 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 0 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 0 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 1 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 0 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 1 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 0 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 0 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 1 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 2 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 0 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 0 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 0 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 0 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 0 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 1 (Eliza St) (Well 4) (Well 1) (Isla St) (Well 3) (Eliza St) (Well 4) (Well 1) (Isla St) (Well 3) (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 0 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 1 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) (Eliza St) (Well 4) (Well 1) (Isla St) (Well 3) 0 0 (Eliza St) (Well 4) 0 0 (Well 1) 0 0 (Isla St) (Well 3) 0 0 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 1 1 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 0 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 1 (Eliza St) (Well 4) (Well 1) 0 0 (Isla St) (Well 3) 0 0 (Eliza St) (Well 4) G:\2002\700\402702\Reports\2015\Markdale Water Supply\Appendix E\Appendix E - Markdale Water Supply xlsx

86 Appendix F CHEMICAL SAMPLING AND TESTING RESULTS

87 Works #: SGS Canada Inc. P.O. Box Concession St. Lakefield - Ontario - KOL 2HO Phone: FAX: Mun of Grey Highlands (Markdale WTP) Attn : Shawn Moyer P.O. Box 409, 50 Lorne St. Markdale, ON N0C 1H0, 24-February-2015 Date Rec. : 18 February 2015 LR Report: CA15219-FEB15 Copy: #1 Phone: Fax:PDF Format CERTIFICATE OF ANALYSIS Final Report Analysis 1: Analysis Start Date 2: Analysis Start Time 3: Analysis Approval Date 4: Analysis Approval Time 5: MAC 6: Half MAC 7: AO/OG 8: MDL 9: 10: 11: TDW Isla St. Well TDW Eliza St. WellsDDW6 100 Margaret #1 (Treated) #3&4 (Treated) Elizabeth Ave OnLine LIMS Sample Date & Time 17-Feb-15 12:00 17-Feb-15 09:55 17-Feb-15 08:30 Temperature Upon Receipt [ C] Field Total Chlorine [mg/l] Field Free Chlorine [mg/l] Nitrite (as N) [mg/l] 20-Feb-15 20:06 24-Feb-15 09: <MDL <MDL --- Nitrate (as N) [mg/l] 20-Feb-15 20:06 24-Feb-15 09: Nitrate + Nitrite (as N) [mg/l] 20-Feb-15 20:06 24-Feb-15 09: Antimony [ug/l] 19-Feb-15 14:00 20-Feb-15 14: Arsenic [ug/l] 19-Feb-15 14:00 20-Feb-15 14: <MDL 0.2 <MDL --- Barium [ug/l] 19-Feb-15 14:00 20-Feb-15 14: Boron [ug/l] 19-Feb-15 14:00 20-Feb-15 14: Cadmium [ug/l] 19-Feb-15 14:00 20-Feb-15 14: <MDL <MDL --- Chromium [ug/l] 19-Feb-15 14:00 20-Feb-15 14: Mercury [ug/l] 19-Feb-15 13:30 20-Feb-15 08: Lead [ug/l] 19-Feb-15 14:00 20-Feb-15 14: Selenium [ug/l] 19-Feb-15 14:00 20-Feb-15 14: <MDL 1 <MDL --- Uranium [ug/l] 19-Feb-15 14:00 20-Feb-15 14: Benzene [ug/l] 19-Feb-15 16:03 20-Feb-15 09: <MDL 0.32 <MDL --- Carbon tetrachloride [ug/l] 19-Feb-15 16:03 20-Feb-15 09: <MDL 0.16 <MDL --- 1,2-Dichlorobenzene [ug/l] 19-Feb-15 16:03 20-Feb-15 09: <MDL 0.41 <MDL --- 1,4-Dichlorobenzene [ug/l] 19-Feb-15 16:03 20-Feb-15 09: <MDL 0.36 <MDL --- 1,1-Dichloroethylene (vinylidene chloride) [ug/l] 19-Feb-15 16:03 20-Feb-15 09: <MDL 0.33 <MDL --- Page 1 of 6 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 (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

88 Works #: SGS Canada Inc. P.O. Box Concession St. LR Report : CA15219-FEB15 Lakefield - Ontario - KOL 2HO Phone: FAX: Analysis 1: Analysis Start Date 2: Analysis Start Time 3: Analysis Approval Date 4: Analysis Approval Time 5: MAC 6: Half MAC 7: AO/OG 8: MDL 9: 10: 11: TDW Isla St. Well TDW Eliza St. WellsDDW6 100 Margaret #1 (Treated) #3&4 (Treated) Elizabeth Ave OnLine LIMS 1,2-Dichloroethane [ug/l] 19-Feb-15 16:03 20-Feb-15 09: <MDL 0.35 <MDL --- Dichloromethane [ug/l] 19-Feb-15 16:03 20-Feb-15 09: <MDL 0.35 <MDL --- Monochlorobenzene [ug/l] 19-Feb-15 16:03 20-Feb-15 09: <MDL 0.3 <MDL --- Tetrachloroethylene (perchloroethylene) [ug/l] 19-Feb-15 16:03 20-Feb-15 09: <MDL 0.35 <MDL --- Trichloroethylene [ug/l] 19-Feb-15 16:03 20-Feb-15 09: <MDL 0.44 <MDL --- Vinyl Chloride [ug/l] 19-Feb-15 16:03 20-Feb-15 09: <MDL 0.17 <MDL --- Trihalomethanes (total) [ug/l] 19-Feb-15 16:03 20-Feb-15 09: Bromoform [ug/l] 19-Feb-15 16:03 20-Feb-15 09: <MDL Bromodichloromethane [ug/l] 19-Feb-15 16:03 20-Feb-15 09: Chloroform [ug/l] 19-Feb-15 16:03 20-Feb-15 09: Dibromochloromethane [ug/l] 19-Feb-15 16:03 20-Feb-15 09: Diquat [ug/l] 19-Feb-15 10:38 20-Feb-15 09: <MDL 1 <MDL --- Paraquat [ug/l] 19-Feb-15 10:38 20-Feb-15 09: <MDL 1 <MDL --- Glyphosate [ug/l] 18-Feb-15 17:40 23-Feb-15 10: <MDL 1 <MDL --- Polychlorinated Biphenyls (PCBs) - Total [ug/l] 19-Feb-15 08:29 20-Feb-15 09: <MDL 0.04 <MDL --- Benzo(a)pyrene [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL <MDL --- Alachlor [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL 0.02 <MDL --- Aldicarb [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL 0.01 <MDL --- Aldrin + Dieldrin [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL 0.01 <MDL --- Aldrin [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL 0.01 <MDL --- Dieldrin [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL 0.01 <MDL --- Atrazine + N-dealkylated metabolites [ug/l] 19-Feb-15 07:19 20-Feb-15 15: Atrazine [ug/l] 19-Feb-15 07:19 20-Feb-15 15: Desethyl atrazine [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL 0.01 <MDL --- Azinphos-methyl [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL 0.02 <MDL --- Bendiocarb [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL 0.01 <MDL --- Carbaryl [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL 0.01 <MDL --- Carbofuran [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL 0.01 <MDL --- Chlordane (total) [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL 0.01 <MDL --- a-chlordane [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL 0.01 <MDL --- g-chlordane [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL 0.01 <MDL --- Oxychlordane [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL 0.01 <MDL --- Chlorpyrifos [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL 0.02 <MDL --- Cyanazine [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL 0.03 <MDL --- Diazinon [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL 0.02 <MDL --- (DDT) + Metabolites [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL 0.01 <MDL --- op-ddt [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL 0.01 <MDL --- Page 2 of 6 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 (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

89 Works #: SGS Canada Inc. P.O. Box Concession St. LR Report : CA15219-FEB15 Lakefield - Ontario - KOL 2HO Phone: FAX: Analysis 1: Analysis Start Date 2: Analysis Start Time 3: Analysis Approval Date 4: Analysis Approval Time 5: MAC 6: Half MAC 7: AO/OG 8: MDL 9: 10: 11: TDW Isla St. Well TDW Eliza St. WellsDDW6 100 Margaret #1 (Treated) #3&4 (Treated) Elizabeth Ave pp-ddd [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL 0.01 <MDL --- pp-dde [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL 0.01 <MDL --- pp-ddt [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL 0.01 <MDL --- Dimethoate [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL 0.03 <MDL --- Diuron [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL 0.03 <MDL --- Heptachlor + Heptachlor Epoxide [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL 0.01 <MDL --- Heptachlor [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL 0.01 <MDL --- Heptachlor epoxide [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL 0.01 <MDL --- Lindane [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL 0.01 <MDL --- Malathion [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL 0.02 <MDL --- Methoxychlor [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL 0.01 <MDL --- Metolachlor [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL 0.01 <MDL --- Metribuzin [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL 0.02 <MDL --- Parathion [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL 0.02 <MDL --- Phorate [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL 0.01 <MDL --- Prometryne [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL 0.03 <MDL --- Simazine [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL 0.01 <MDL --- Temephos [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL 0.01 <MDL --- Terbufos [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL 0.01 <MDL --- Triallate [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL 0.01 <MDL --- Trifluralin [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL 0.02 <MDL --- 2,4-dichlorophenoxyacetic acid (2,4-D) [ug/l] 20-Feb-15 07:28 23-Feb-15 14: <MDL 0.19 <MDL --- 2,4,5-trichlorophenoxyacetic acid (2,4,5-T) [ug/l] 20-Feb-15 07:28 23-Feb-15 14: <MDL 0.22 <MDL --- Bromoxynil [ug/l] 20-Feb-15 07:28 23-Feb-15 14: <MDL 0.33 <MDL --- Dicamba [ug/l] 20-Feb-15 07:28 23-Feb-15 14: <MDL 0.20 <MDL --- Diclofop-methyl [ug/l] 20-Feb-15 07:28 23-Feb-15 14: <MDL 0.40 <MDL --- Dinoseb [ug/l] 20-Feb-15 07:28 23-Feb-15 14: <MDL 0.36 <MDL --- Picloram [ug/l] 20-Feb-15 07:28 23-Feb-15 14: <MDL 1 <MDL --- 2,4-dichlorophenol [ug/l] 20-Feb-15 07:28 23-Feb-15 14: <MDL 0.15 <MDL --- 2,4,6-trichlorophenol [ug/l] 20-Feb-15 07:28 23-Feb-15 14: <MDL 0.25 <MDL --- 2,3,4,6-tetrachlorophenol [ug/l] 20-Feb-15 07:28 23-Feb-15 14: <MDL 0.20 <MDL --- Pentachlorophenol [ug/l] 20-Feb-15 07:28 23-Feb-15 14: <MDL 0.15 <MDL --- OnLine LIMS MAC - Maximum Acceptable Concentration Half MAC - Half of the Maximum Acceptable Concentration AO/OG - Aesthetic Objective / Operational Guideline MDL - SGS Method Detection Limit Page 3 of 6 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 (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

90 Works #: SGS Canada Inc. P.O. Box Concession St. LR Report : CA15219-FEB15 Lakefield - Ontario - KOL 2HO Phone: FAX: OnLine LIMS Method Descriptions Parameter Description SGS Method Code 1 (DDT) + Metabolites Pesticides by GC/MS ME-CA-[ENV]GC-LAK-AN ,1-Dichloroethylene (vinylidene chloride) Volatiles by GC/MS ME-CA-[ENV]GC-LAK-AN ,2-Dichlorobenzene Volatiles by GC/MS ME-CA-[ENV]GC-LAK-AN ,2-Dichloroethane Volatiles by GC/MS ME-CA-[ENV]GC-LAK-AN ,4-Dichlorobenzene Volatiles by GC/MS ME-CA-[ENV]GC-LAK-AN ,3,4,6-tetrachlorophenol Chlorophenol by GC/MS ME-CA-[ENV]GC-LAK-AN ,4,5-trichlorophenoxyacetic acid (2,4,5-T) Herbicides by GC/MS ME-CA-[ENV]GC-LAK-AN ,4,6-trichlorophenol Chlorophenol by GC/MS ME-CA-[ENV]GC-LAK-AN ,4-dichlorophenol Chlorophenol by GC/MS ME-CA-[ENV]GC-LAK-AN ,4-dichlorophenoxyacetic acid (2,4-D) Herbicides by GC/MS ME-CA-[ENV]GC-LAK-AN a-chlordane Pesticides by GC/MS ME-CA-[ENV]GC-LAK-AN Alachlor Pesticides by GC/MS ME-CA-[ENV]GC-LAK-AN Aldicarb Pesticides by GC/MS ME-CA-[ENV]GC-LAK-AN Aldrin Pesticides by GC/MS ME-CA-[ENV]GC-LAK-AN Aldrin + Dieldrin Pesticides by GC/MS ME-CA-[ENV]GC-LAK-AN Antimony Antimony by ICP-MS Drinking Water ME-CA-[ENV]SPE-LAK-AN Arsenic Arsenic by ICP-MS Drinking Water ME-CA-[ENV]SPE-LAK-AN Atrazine Pesticides by GC/MS ME-CA-[ENV]GC-LAK-AN Atrazine + N-dealkylated metabolites Pesticides by GC/MS ME-CA-[ENV]GC-LAK-AN Azinphos-methyl Pesticides by GC/MS ME-CA-[ENV]GC-LAK-AN Barium Barium by ICP-MS Drinking Water ME-CA-[ENV]SPE-LAK-AN Bendiocarb Pesticides by GC/MS ME-CA-[ENV]GC-LAK-AN Benzene Volatiles by GC/MS ME-CA-[ENV]GC-LAK-AN Benzo(a)pyrene SVOC by GC/MS ME-CA-[ENV]GC-LAK-AN Boron Boron by ICP-MS Drinking Water ME-CA-[ENV]SPE-LAK-AN Bromodichloromethane Volatiles by GC/MS ME-CA-[ENV]GC-LAK-AN Bromoform Volatiles by GC/MS ME-CA-[ENV]GC-LAK-AN Bromoxynil Herbicides by GC/MS ME-CA-[ENV]GC-LAK-AN Cadmium Cadmium by ICP-MS Drinking Water ME-CA-[ENV]SPE-LAK-AN Carbaryl Pesticides by GC/MS ME-CA-[ENV]GC-LAK-AN Carbofuran Pesticides by GC/MS ME-CA-[ENV]GC-LAK-AN Carbon tetrachloride Volatiles by GC/MS ME-CA-[ENV]GC-LAK-AN Chlordane (total) Pesticides by GC/MS ME-CA-[ENV]GC-LAK-AN Chloroform Volatiles by GC/MS ME-CA-[ENV]GC-LAK-AN Chlorpyrifos Pesticides by GC/MS ME-CA-[ENV]GC-LAK-AN Chromium Chromium by ICP-MS Drinking Water ME-CA-[ENV]SPE-LAK-AN Cyanazine Pesticides by GC/MS ME-CA-[ENV]GC-LAK-AN Desethyl atrazine Pesticides by GC/MS ME-CA-[ENV]GC-LAK-AN Diazinon Pesticides by GC/MS ME-CA-[ENV]GC-LAK-AN Dibromochloromethane Volatiles by GC/MS ME-CA-[ENV]GC-LAK-AN Dicamba Herbicides by GC/MS ME-CA-[ENV]GC-LAK-AN Dichloromethane Volatiles by GC/MS ME-CA-[ENV]GC-LAK-AN Diclofop-methyl Herbicides by GC/MS ME-CA-[ENV]GC-LAK-AN-003 Page 4 of 6 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 (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

91 Works #: SGS Canada Inc. P.O. Box Concession St. LR Report : CA15219-FEB15 Lakefield - Ontario - KOL 2HO Phone: FAX: Parameter Description SGS Method Code 44 Dieldrin Pesticides by GC/MS ME-CA-[ENV]GC-LAK-AN Dimethoate Pesticides by GC/MS ME-CA-[ENV]GC-LAK-AN Dinoseb Herbicides by GC/MS ME-CA-[ENV]GC-LAK-AN Diquat Diquat by Dionex ME-CA-[ENV]IC-LAK-AN Diuron Pesticides by GC/MS ME-CA-[ENV]GC-LAK-AN g-chlordane Pesticides by GC/MS ME-CA-[ENV]GC-LAK-AN Glyphosate Glyphosate by Dionex ME-CA-[ENV]IC-LAK-AN Heptachlor Pesticides by GC/MS ME-CA-[ENV]GC-LAK-AN Heptachlor + Heptachlor Epoxide Pesticides by GC/MS ME-CA-[ENV]GC-LAK-AN Heptachlor epoxide Pesticides by GC/MS ME-CA-[ENV]GC-LAK-AN Lead Lead by ICP-MS Drinking Water ME-CA-[ENV]SPE-LAK-AN Lindane Pesticides by GC/MS ME-CA-[ENV]GC-LAK-AN Malathion Pesticides by GC/MS ME-CA-[ENV]GC-LAK-AN Mercury Hg drinking water by CVAAS ME-CA-[ENV]SPE-LAK-AN Methoxychlor Pesticides by GC/MS ME-CA-[ENV]GC-LAK-AN Metolachlor Pesticides by GC/MS ME-CA-[ENV]GC-LAK-AN Metribuzin Pesticides by GC/MS ME-CA-[ENV]GC-LAK-AN Monochlorobenzene Volatiles by GC/MS ME-CA-[ENV]GC-LAK-AN Nitrate (as N) Nitrate by Dionex - solution ME-CA-[ENV]IC-LAK-AN Nitrate + Nitrite (as N) Total Nitrates by Dionex - solution ME-CA-[ENV]IC-LAK-AN Nitrite (as N) Nitrate by Dionex - solution ME-CA-[ENV]IC-LAK-AN op-ddt Pesticides by GC/MS ME-CA-[ENV]GC-LAK-AN Oxychlordane Pesticides by GC/MS ME-CA-[ENV]GC-LAK-AN Paraquat Paraquat by Dionex ME-CA-[ENV]IC-LAK-AN Parathion Pesticides by GC/MS ME-CA-[ENV]GC-LAK-AN Pentachlorophenol Chlorophenol by GC/MS ME-CA-[ENV]GC-LAK-AN Phorate Pesticides by GC/MS ME-CA-[ENV]GC-LAK-AN Picloram Herbicides by GC/MS ME-CA-[ENV]GC-LAK-AN Polychlorinated Biphenyls (PCBs) - Total PCB by GC ECD/MS ME-CA-[ENV]GC-LAK-AN pp-ddd Pesticides by GC/MS ME-CA-[ENV]GC-LAK-AN pp-dde Pesticides by GC/MS ME-CA-[ENV]GC-LAK-AN pp-ddt Pesticides by GC/MS ME-CA-[ENV]GC-LAK-AN Prometryne Pesticides by GC/MS ME-CA-[ENV]GC-LAK-AN Selenium Selenium by ICP-MS Drinking Water ME-CA-[ENV]SPE-LAK-AN Simazine Pesticides by GC/MS ME-CA-[ENV]GC-LAK-AN Temephos Pesticides by GC/MS ME-CA-[ENV]GC-LAK-AN Terbufos Pesticides by GC/MS ME-CA-[ENV]GC-LAK-AN Tetrachloroethylene (perchloroethylene) Volatiles by GC/MS ME-CA-[ENV]GC-LAK-AN Triallate Pesticides by GC/MS ME-CA-[ENV]GC-LAK-AN Trichloroethylene Volatiles by GC/MS ME-CA-[ENV]GC-LAK-AN Trifluralin Pesticides by GC/MS ME-CA-[ENV]GC-LAK-AN Trihalomethanes (total) Volatiles by GC/MS ME-CA-[ENV]GC-LAK-AN Uranium Uranium by ICP-MS Drinking Water ME-CA-[ENV]SPE-LAK-AN Vinyl Chloride Volatiles by GC/MS ME-CA-[ENV]GC-LAK-AN-004 OnLine LIMS Page 5 of 6 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 (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

92 Works #: SGS Canada Inc. P.O. Box Concession St. LR Report : CA15219-FEB15 Lakefield - Ontario - KOL 2HO Phone: FAX: Carrie Greenlaw Project Specialist Environmental Services, Analytical OnLine LIMS Page 6 of 6 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 (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

93 Works #: SGS Canada Inc. P.O. Box Concession St. Lakefield - Ontario - KOL 2HO Phone: FAX: Mun of Grey Highlands (Markdale WTP) Attn : Shawn Moyer P.O. Box 409, 50 Lorne St. Markdale, ON N0C 1H0, 15-May-2015 Date Rec. : 12 May 2015 LR Report: CA18011-MAY15 Copy: #1 Phone: Fax:PDF Format CERTIFICATE OF ANALYSIS Final Report Sample ID Sample Date & Time Temperature Upon Receipt C Field Total Chlorine mg/l Field Free Total Coliform Chlorine cfu/100ml mg/l E. Coli Heterotrophic cfu/100ml Plate Count (HPC) cfu/1ml ph no unit 1: Analysis Start Date May May May May-15 2: Analysis Start Time :35 14:35 14:05 12:48 3: Analysis Approval Date May May May May-15 4: Analysis Approval Time :14 12:14 12:14 13:20 5: MAC : AO/OG : MDL : GRW Isla St. Well #1 (Raw) 11-May-15 07: : GRW Eliza St. Well #3 (Raw) 11-May-15 11: : GRW Eliza St. Well #4 (Raw) 11-May-15 11: : TDW Isla St. Well #1 (Treated) 11-May-15 08: : TDW Eliza St. Wells #3 & #4 (Treated) 11-May-15 11: : DDW6 75 Walker St. 11-May-15 08: : DDW7 50 Lorne St. 11-May-15 08: : DDW8 35 Main St. West 11-May-15 09: Sample ID Alkalinity mg/l as CaCO3 Nitrite (as N) mg/l Nitrate (as N) mg/l Nitrate + Trihalomethan Bromodichlor Nitrite (as N) mg/l es (total) ug/l omethane ug/l Bromoform ug/l Chloroform Dibromochlor ug/l omethane ug/l 1: Analysis Start Date 13-May May May May May May May May May-15 2: Analysis Start Time 12:48 17:36 17:36 17:36 16:17 16:17 16:17 16:17 16:17 3: Analysis Approval Date 14-May May May May May May May May May-15 4: Analysis Approval Time 13:20 13:19 13:19 13:19 12:32 12:32 12:32 12:32 12:32 5: MAC : AO/OG : MDL : GRW Isla St. Well #1 (Raw) : GRW Eliza St. Well #3 (Raw) : GRW Eliza St. Well #4 (Raw) : TDW Isla St. Well #1 (Treated) <MDL : TDW Eliza St. Wells #3 & #4 (Treated) <MDL : DDW6 75 Walker St <MDL : DDW7 50 Lorne St : DDW8 35 Main St. West MAC - Maximum Acceptable Concentration AO/OG - Aesthetic Objective / Operational Guideline MDL - SGS Method Detection Limit OnLine LIMS Page 1 of 2 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 (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

94 Works #: SGS Canada Inc. P.O. Box Concession St. LR Report : CA18011-MAY15 Lakefield - Ontario - KOL 2HO Phone: FAX: Method Descriptions Parameter Description SGS Method Code Alkalinity Alkalinity by Titration ME-CA-[ENV]EWL-LAK-AN-006 Bromodichloromethane Volatiles by GC/MS ME-CA-[ENV]GC-LAK-AN-004 Bromoform Volatiles by GC/MS ME-CA-[ENV]GC-LAK-AN-004 Chloroform Volatiles by GC/MS ME-CA-[ENV]GC-LAK-AN-004 Dibromochloromethane Volatiles by GC/MS ME-CA-[ENV]GC-LAK-AN-004 E. Coli E.Coli by membrane filtration on DC media ME-CA-[ENV]MIC-LAK-AN-001 Heterotrophic Plate Count (HPC) Heterotrophic Plate Count by membrane filtration ME-CA-[ENV]MIC-LAK-AN-005 Nitrate (as N) Nitrate by Dionex - solution ME-CA-[ENV]IC-LAK-AN-001 Nitrate + Nitrite (as N) Total Nitrates by Dionex - solution ME-CA-[ENV]IC-LAK-AN-001 Nitrite (as N) Nitrate by Dionex - solution ME-CA-[ENV]IC-LAK-AN-001 ph ph - solution ME-CA-[ENV]EWL-LAK-AN-001 Total Coliform Total Coliform by membrane filtration using DC media ME-CA-[ENV]MIC-LAK-AN-001 Trihalomethanes (total) Volatiles by GC/MS ME-CA-[ENV]GC-LAK-AN-004 Carrie Greenlaw Project Specialist Environmental Services, Analytical OnLine LIMS Page 2 of 2 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 (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

95 Works #: SGS Canada Inc. P.O. Box Concession St. Lakefield - Ontario - KOL 2HO Phone: FAX: Mun of Grey Highlands (Markdale WTP) Attn : Shawn Moyer P.O. Box 409, 50 Lorne St. Markdale, ON N0C 1H0, 14-August-2015 Date Rec. : 11 August 2015 LR Report: CA16410-AUG15 Copy: #1 Phone: Fax:PDF Format CERTIFICATE OF ANALYSIS Final Report Sample ID Sample Date & Time Temperature Upon Receipt C Field Total Chlorine mg/l Field Free Chlorine mg/l ph no unit Alkalinity Total Coliform mg/l as cfu/100ml CaCO3 E. Coli Heterotrophic cfu/100ml Plate Count (HPC) cfu/1ml 1: Analysis Start Date Aug Aug Aug Aug Aug-15 2: Analysis Start Time :03 07:03 12:40 12:40 12:10 3: Analysis Approval Date Aug Aug Aug Aug Aug-15 4: Analysis Approval Time :55 12:55 11:41 11:41 13:48 5: MAC : AO/OG : MDL : GRW Isla St. Well #1 (Raw) 10-Aug-15 06: : GRW Eliza St. Well #3 (Raw) 10-Aug-15 09: : GRW Eliza St. Well #4 (Raw) 10-Aug-15 09: : TDW Isla St. Well #1 (Treated) 10-Aug-15 07: : TDW Eliza St. Wells #3 & #4 (Treated) 10-Aug-15 09: : DDW6 100 Margaret Elizabeth Ave 10-Aug-15 08: : DDW7 41 Mark St 10-Aug-15 08: : DDW8 99 Argyle St 10-Aug-15 09: MAC - Maximum Acceptable Concentration AO/OG - Aesthetic Objective / Operational Guideline MDL - SGS Method Detection Limit Method Descriptions Parameter Description SGS Method Code Alkalinity Alkalinity by Titration ME-CA-[ENV]EWL-LAK-AN-006 E. Coli E.Coli by membrane filtration on DC media ME-CA-[ENV]MIC-LAK-AN-001 Heterotrophic Plate Count (HPC) Heterotrophic Plate Count by membrane filtration ME-CA-[ENV]MIC-LAK-AN-005 ph ph - solution ME-CA-[ENV]EWL-LAK-AN-001 Total Coliform Total Coliform by membrane filtration using DC media ME-CA-[ENV]MIC-LAK-AN-001 OnLine LIMS Carrie Greenlaw Project Specialist Environmental Services, Analytical Page 1 of 1 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 (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

96 Works #: SGS Canada Inc. P.O. Box Concession St. Lakefield - Ontario - KOL 2HO Phone: FAX: Mun of Grey Highlands (Markdale WTP) Attn : Shawn Moyer P.O. Box 409, 50 Lorne St. Markdale, ON N0C 1H0, 21-August-2015 Date Rec. : 18 August 2015 LR Report: CA17905-AUG15 Copy: #1 Phone: Fax:PDF Format CERTIFICATE OF ANALYSIS Final Report Analysis 1: Analysis Start Date 2: Analysis Start Time 3: Analysis Approval Date 4: Analysis Approval Time 5: MAC 6: MDL 10: 11: 12: TDW Isla St. Well #! TDW Eliza St. Wells DDW6 221 Toronto (Treated) #3 & 4 (Treated) St. South Sample Date & Time 17-Aug-15 10:30 17-Aug-15 09:50 17-Aug-15 08:20 Temperature Upon Receipt [ C] Field Total Chlorine [mg/l] Field Free Chlorine [mg/l] Nitrite (as N) [mg/l] 19-Aug-15 12:39 21-Aug-15 12: <MDL <MDL --- Nitrate (as N) [mg/l] 19-Aug-15 12:39 21-Aug-15 12: Nitrate + Nitrite (as N) [mg/l] 19-Aug-15 12:39 21-Aug-15 12: Trihalomethanes (total) [ug/l] 19-Aug-15 15:55 20-Aug-15 14: Bromodichloromethane [ug/l] 19-Aug-15 15:55 20-Aug-15 14: Bromoform [ug/l] 19-Aug-15 15:55 20-Aug-15 14: <MDL Chloroform [ug/l] 19-Aug-15 15:55 20-Aug-15 14: Dibromochloromethane [ug/l] 19-Aug-15 15:55 20-Aug-15 14: MAC - Maximum Acceptable Concentration MDL - SGS Method Detection Limit OnLine LIMS Page 1 of 2 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 (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

97 Works #: SGS Canada Inc. P.O. Box Concession St. LR Report : CA17905-AUG15 Lakefield - Ontario - KOL 2HO Phone: FAX: Method Descriptions Parameter Description SGS Method Code Bromodichloromethane Volatiles by GC/MS ME-CA-[ENV]GC-LAK-AN-004 Bromoform Volatiles by GC/MS ME-CA-[ENV]GC-LAK-AN-004 Chloroform Volatiles by GC/MS ME-CA-[ENV]GC-LAK-AN-004 Dibromochloromethane Volatiles by GC/MS ME-CA-[ENV]GC-LAK-AN-004 E. Coli E.Coli by membrane filtration on DC media ME-CA-[ENV]MIC-LAK-AN-001 Heterotrophic Plate Count (HPC) Heterotrophic Plate Count by membrane filtration ME-CA-[ENV]MIC-LAK-AN-005 Nitrate (as N) Nitrate by Dionex - solution ME-CA-[ENV]IC-LAK-AN-001 Nitrate + Nitrite (as N) Total Nitrates by Dionex - solution ME-CA-[ENV]IC-LAK-AN-001 Nitrite (as N) Nitrate by Dionex - solution ME-CA-[ENV]IC-LAK-AN-001 Total Coliform Total Coliform by membrane filtration using DC media ME-CA-[ENV]MIC-LAK-AN-001 Trihalomethanes (total) Volatiles by GC/MS ME-CA-[ENV]GC-LAK-AN-004 Kimberley Didsbury Project Specialist Environmental Services, Analytical OnLine LIMS Page 2 of 2 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 (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

98 Works #: SGS Canada Inc. P.O. Box Concession St. Lakefield - Ontario - KOL 2HO Phone: FAX: Mun of Grey Highlands (Markdale WTP) Attn : Shawn Moyer P.O. Box 409, 50 Lorne St. Markdale, ON N0C 1H0, 23-November-2015 Date Rec. : 17 November 2015 LR Report: CA17949-NOV15 Copy: #1 Phone: Fax:PDF Format CERTIFICATE OF ANALYSIS Final Report Sample ID Sample Date & Temperature Time Upon Receipt C Field Total Chlorine mg/l Field Free Chlorine mg/l Nitrite (as N) mg/l Nitrate (as N) mg/l Nitrate + Nitrite (as N) mg/l 1: Analysis Start Date Nov Nov Nov-15 2: Analysis Start Time :27 21:27 21:27 3: Analysis Approval Date Nov Nov Nov-15 4: Analysis Approval Time :31 08:31 08:31 5: MAC : MDL : GRW Isla St. Well #1 (Raw) 16-Nov-15 06: : GRW Eliza St. Well #3 (Raw) 16-Nov-15 09: : GRW Eliza St. Well #4 (Raw) 16-Nov-15 09: : TDW Isla St. Well #1 (Treated) 16-Nov-15 07: <MDL : TDW Eliza St. Wells #3 & #4 (Treated) 16-Nov-15 09: <MDL : DDW6 221 Toronto St. South 16-Nov-15 09: : DDW7 33 Cavan St. 16-Nov-15 08: : DDW8 200 Isla St. 16-Nov-15 08: Sample ID TrihalomethaBromodichlor nes (total) omethane ug/l ug/l Bromoform ug/l ChloroformDibromochlorTotal Coliform ug/l omethane ug/l cfu/100ml E. Coli Heterotrophic cfu/100ml Plate Count (HPC) cfu/1ml 1: Analysis Start Date 17-Nov Nov Nov Nov Nov Nov Nov Nov-15 2: Analysis Start Time 15:34 15:34 15:34 15:34 15:34 16:45 16:45 16:10 3: Analysis Approval Date 20-Nov Nov Nov Nov Nov Nov Nov Nov-15 4: Analysis Approval Time 08:58 08:58 08:58 08:58 08:58 14:20 14:20 14:20 5: MAC : MDL : GRW Isla St. Well #1 (Raw) : GRW Eliza St. Well #3 (Raw) : GRW Eliza St. Well #4 (Raw) : TDW Isla St. Well #1 (Treated) : TDW Eliza St. Wells #3 & #4 (Treated) : DDW6 221 Toronto St. South <MDL : DDW7 33 Cavan St : DDW8 200 Isla St OnLine LIMS Page 1 of 2 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 (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

99 Works #: SGS Canada Inc. P.O. Box Concession St. LR Report : CA17949-NOV15 Lakefield - Ontario - KOL 2HO Phone: FAX: Method Descriptions Parameter Description SGS Method Code Bromodichloromethane Volatiles by GC/MS ME-CA-[ENV]GC-LAK-AN-004 Bromoform Volatiles by GC/MS ME-CA-[ENV]GC-LAK-AN-004 Chloroform Volatiles by GC/MS ME-CA-[ENV]GC-LAK-AN-004 Dibromochloromethane Volatiles by GC/MS ME-CA-[ENV]GC-LAK-AN-004 E. Coli E.Coli by membrane filtration on DC media ME-CA-[ENV]MIC-LAK-AN-001 Heterotrophic Plate Count (HPC) Heterotrophic Plate Count by membrane filtration ME-CA-[ENV]MIC-LAK-AN-005 Nitrate (as N) Nitrate by Ion Chromatography ME-CA-[ENV]IC-LAK-AN-001 Nitrate + Nitrite (as N) Total Nitrate/Nitrite by Ion Chromatography ME-CA-[ENV]IC-LAK-AN-001 Nitrite (as N) Nitrite by Ion Chromatography ME-CA-[ENV]IC-LAK-AN-001 Total Coliform Total Coliform by membrane filtration using DC media ME-CA-[ENV]MIC-LAK-AN-001 Trihalomethanes (total) Volatiles by GC/MS ME-CA-[ENV]GC-LAK-AN-004 Carrie Greenlaw Project Specialist Environmental Services, Analytical OnLine LIMS Page 2 of 2 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 (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

100 Appendix G WATER METER CALIBRATION RECORD

101 INSTRUMENTATION CALIBRATION REPORT CUSTOMER INFORMATION Customer Municipality of Grey Highlands City/Town Markdale ON Customer PO Our Job # B R&R Instrumentation Services Inc 24 Midale Crescent London ON N5X 3B9 Phone (519) ; Fax: (519) rthachuk@ rrinstrumentation.com UNIT UNDER TEST (UUT) Tag # FT/FQ W3 Raw Cal Date May 13/15 Due Date May 13/16 Cal Freq Yearly Location W3 Raw WM (Well #3) Eliza St. PS Description Flow Totalizer Manufacturer Neptune Model 6" HPT TRI/S Serial # Accuracy 3% Range GPM; L/m Tricon Pin ma Tricon Pin ma MEASURING EQUIPMENT Manufacturer Endress + Hauser Model Prosonic 93 Serial # 570B6E19000 Cal Reference E + H Traceability NIST Accuracy 0.5% Prosonic 93 Parameters Traverse 2x Pipe Mat. Ductile Iron Pipe Dia Wall Thickness Wlire Length D 42 INPUT L/min Prosonic 93 FI 3 & 4 OUTPUT*AAV L/m Prosonic 93 UUT READING AS FOUND Well 3 & 4 UUT READING AS LEFT % ERROR AS FOUND % ERROR AS LEFT Well 3 Well L/min m 3 METER ACC METER ACC *Actual Applied Value Meter Accuracy = (%) Meter Registration x 100 Test Meter Registration % Error = UUT Reading - AAV x 100 Span Test Unit Results AS FOUND AS LEFT Pass: Pass: As Left As Found Difference TECHNICIAN'S NOTES Fail: Fail: CERTIFIED BY: CET, CCST Level III Technician

102 INSTRUMENTATION CALIBRATION REPORT CUSTOMER INFORMATION Customer Municipality of Grey Highlands City/Town Markdale ON Customer PO Our Job # B R&R Instrumentation Services Inc 24 Midale Crescent London ON N5X 3B9 Phone (519) ; Fax: (519) rthachuk@ rrinstrumentation.com UNIT UNDER TEST (UUT) Tag # FT/FQ W4 Raw Cal Date May 13/15 Due Date May 13/16 Cal Freq Yearly Location Eliza St. PS W4 Raw WM Description Flow Totalizer Manufacturer Neptune Model 4" HPT TRI/s Serial # Accuracy 1.5% Range GPM; L/m Tricon Pin ma Tricon Pin ma MEASURING EQUIPMENT Manufacturer Endress + Hauser Model Prosonic 93 Serial # 570B6E19000 Cal Reference E + H Traceability NIST Accuracy 0.5% Prosonic 93 Parameters Traverse 2x Pipe Mat. Ductile Iron Pipe Dia mm 6" Wall Thickness 10.0 mm Wire Length B 28 INPUT L/m Prosonic 93 OUTPUT*AAV L/min Prosonic 93 UUT READING AS FOUND Well 3 & 4 UUT READING AS LEFT % ERROR AS FOUND % ERROR AS LEFT Well 3 Well L/min m 3 METER ACC METER ACC *Actual Applied Value Meter Accuracy = (%) Meter Registration x 100 Test Meter Registration % Error = UUT Reading - AAV x 100 Span Test Unit Results AS FOUND Pass: AS LEFT Pass: As Left As Found Difference TECHNICIAN'S NOTES Fail: Fail: CERTIFIED BY: CET, CCST Level III Technician

103 INSTRUMENTATION CALIBRATION REPORT CUSTOMER INFORMATION Customer Municipality of Grey Highlands City/Town Markdale ON Customer PO Our Job # B R&R Instrumentation Services Inc 24 Midale Crescent London ON N5X 3B9 Phone (519) ; Fax: (519) rthachuk@ rrinstrumentation.com UNIT UNDER TEST (UUT) Tag # FT/FQ Treated Water Cal Date May 13/15 Due Date May 13/16 Cal Freq Yearly Location Eliza St. PS Treated Water Description Flow Totalizer Manufacturer Neptune Model 6" HPT Serial # Accuracy 1.5% Range GPM = L/m; L/s Tricon Pin ma Tricon Pin ma MEASURING EQUIPMENT Manufacturer Endress + Hauser Model Prosonic 93 Serial # 570B6E19000 Cal Reference E + H Traceability NIST Accuracy 0.5% Range Prosonic 93 Parameters Traverse 2x Pipe Mat. Ductile Iron Pipe Dia Wall Thickness Wire Length D cm Temp 10 o C Fluke Fluke NIST 0.02% + 2 cnts 4-20 ma INPUT Litres Prosonic 93 % OUTPUT*AAV m 3 UUT READING AS FOUND UUT READING AS LEFT METER ACC AS FOUND METER ACC AS LEFT Run for 10 m L/s L/min ma % ERROR % ERROR L/s L/min FI Treated *Actual Applied Value Meter Accuracy = (%) Meter Registration x 100 Test Meter Registration % Error = UUT Reading - AAV x 100 Span Test Unit Results AS FOUND AS LEFT Pass: Pass: As Left As Found Difference TECHNICIAN'S NOTES Fail: Fail: CERTIFIED BY: CET, CCST Level III Technician

104 INSTRUMENTATION CALIBRATION REPORT CUSTOMER INFORMATION Customer Municipality of Grey Highlands City/Town Markdale ON Customer PO Our Job # B R&R Instrumentation Services Inc 24 Midale Crescent London ON N5X 3B9 Phone (519) ; Fax: (519) rthachuk@ rrinstrumentation.com UNIT UNDER TEST (UUT) Tag # FI Raw Well 3 Cal Date May 13/15 Due Date May 13/16 Cal Freq Location Description Manufacturer Model Serial # Accuracy Range Range Tricon Pin 1 Tricon Pin 3 Yearly Raw Water Well 3 Eliza St. PS Flow Indicator Allan Bradley Scada Micrologic 1% gpm L/m; Tx L/s ma 2 wire SIM ma MEASURING EQUIPMENT Manufacturer Fluke Model 725 Serial # Cal Reference Fluke Traceability NIST Accuracy 0.02% Range 4-20 ma INPUT L/s % OUTPUT*AAV L/m UUT READING AS FOUND UUT READING AS LEFT % ERROR AS FOUND % ERROR AS LEFT *Actual Applied Value % Error = UUT Reading - AAV x 100 Span Test Unit Results AS FOUND Pass: Fail: AS LEFT Pass: Fail: TECHNICIAN'S NOTES Pump must be running to see flow indication CERTIFIED BY: CET, CCST Level III Technician

105 INSTRUMENTATION CALIBRATION REPORT CUSTOMER INFORMATION Customer Municipality of Grey Highlands City/Town Markdale ON Customer PO Our Job # B R&R Instrumentation Services Inc 24 Midale Crescent London ON N5X 3B9 Phone (519) ; Fax: (519) rthachuk@ rrinstrumentation.com UNIT UNDER TEST (UUT) Tag # FI Raw W4 Cal Date May 13/15 Due Date May 13/16 Cal Freq Location Description Manufacturer Model Serial # Accuracy Range Tricon Pin 1 Tricon Pin 2 Yearly Eliza St. PS Raw Water Well 4 Flow Indicator Allan Bradley Scada Micrologic 1% GPM; L/m ma ma 2 wire SIM MEASURING EQUIPMENT Manufacturer Fluke Model 725 Serial # Cal Reference Fluke Traceability NIST Accuracy 0.02% INPUT L/s % OUTPUT*AAV L/min UUT READING AS FOUND UUT READING AS LEFT % ERROR AS FOUND % ERROR AS LEFT *Actual Applied Value % Error = UUT Reading - AAV x 100 Span Test Unit Results AS FOUND Pass: Fail: AS LEFT Pass: Fail: TECHNICIAN'S NOTES CERTIFIED BY: CET, CCST Level III Technician

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107 b ` [ A B C B D E F B G H I J K L M H N B O P F E A Q R? E L S Q E F M T U V W X Y Z [ \ > ] ^ _ E ` a? E H W \ i W \? E H W \ i W l M E L F H W j K F E R C I ` c G d e c _ E ` a E G M L ] F I ` ^ A Q B C E G I L f F F M A V L E Q F M H c g h \ i [ X k W X l d m n o i P p [ k q q Z X g i n r F E C S P B G M ] S M Z q \ Z Œ [ X [ W Œ ] S M ^ c [ d [ q j Ž q C A G R m k q [ n f m d [ [ [ d [ [ [ d [ [ Y d [ [ [ l Y l Z \ l Z [ d [ m [ d [ m W q d [ [ [ W W X Z W W X m W W X m [ d W X [ d W X W l d [ [ [ W Z [ \ W Z [ X W Z [ X [ d [ Œ [ d [ Œ q [ d [ [ [ š œ [ d [ [ [ q q Z X [ d [ [ [ q Z [ d [ [ [ q Z [ d [ [ [ [ d W X d [ [ [ d W X [ d [ [ W Z X m d [ [ [ W d Z X m { ˆ { u Š u w ž s Ÿ W d Z X \ { ˆ { u z { ~ ˆ u ˆ ~ v y { ˆ { ˆ { u z { ~ ˆ u ˆ ~ v W d Z X \ W [ [ d [ l W [ [ d [ l s t u u v u w x x y z { } ~ ƒ

108 b A B C B D E F B G H I J K L M H N B O P F E A Q R? E L S Q E F M T U V W X Y Z [ \ > ] ^ L M E G M Q a? E H W \ i W \? E H W \ i W l M E L F H ^ R F E K F E R C I ` c G d e c L M E G M Q a E G M L ] F I ` ^ A Q d L E A R n B G G M L _ I R M n A G Y Z W q _ W Z U T? m Y l [ m Y m W Y X W j k W X l d m n o P p [ k q q Z X d X X X g i n B A I S I S A Q L M R R Ž N R M L e L I R I A B C Œ X \ Z [ V l W Œ [ [ [ Ž N ^ c [ d \ j C G B F M ^ L I A W Z \ d q l W [ d W Z q X m d Z W C n _ I R M n A G f? c c B n [ d [ [ [ d [ [ [ m d [ [ [ d Œ Œ Y d Œ Œ Y [ d [ W [ d [ W X m d W [ [ \ l Y d X X X Y d [ [ [ Z d Œ Œ Z Z d Œ Œ Z k [ d [ q k [ d [ q l Y d q [ [ W W X l d l l Z W q d [ [ [ W W d Œ Œ l W W d Œ Œ l [ d [ q [ d [ q W [ q d X [ [ W Z [ \ d [ [ [ W l d [ [ [ W \ d Œ Œ \ W \ d Œ Œ \ [ d [ X [ d [ X W X l d m [ [ q Z X d X X X q [ d [ [ [ W Œ d Œ Œ X W Œ d Œ Œ X [ d [ m [ d [ m Œ l d [ [ [ W l [ [ d [ [ [ W \ d q l W W \ d q X [ W \ d q X [ [ d W Œ [ d W Œ

109 b ` [ A B C B D E F B G H I J K L M H N B O P F E A Q R? E L S Q E F M T U V W X Y Z [ \ > ] ^ i ] L M E G M Q a E G M L? E H W \ i W \? E H W \ i W l M E L F H ^ R F E K F E R C I ` c G d e c L M E G M Q a E G M L ] F I ` ^ A Q B C E G I L f F F M A V L E Q F M H c g h \ i [ X W j k W X l d m n o P r F E C S P B G M ] S M Z q \ Z Œ [ X [ W Œ ] S M ^ c [ d [ q j Ž q C A G R m k q [ n f m d [ [ [ d [ [ [ d [ [ Y d [ [ [ l Y l Y \ l Y d [ [ [ d [ [ W q d [ [ [ W W X Z W W X l W W X l [ d [ m [ d [ m W l d [ [ [ W Z [ \ W Z [ W W Z [ W [ d W Y [ d W Y q [ d [ [ [ q q Z X q Z [ q Z [ [ d W X [ d W X [ d [ [ [ [ d [ [ [ d [ [ [ d [ [ [ d [ [ [ d [ [ W \ Œ m d [ [ [ W d \ Œ m { ˆ { u Š u w ž s Ÿ W d l [ q { ˆ { u z { ~ ˆ u ˆ ~ v y { ˆ { ˆ { u z { ~ ˆ u ˆ ~ v W d l [ q W [ [ d \ [ W [ [ d \ [ s t u u v u w x x y z { } ~ ƒ

110 INSTRUMENTATION CALIBRATION REPORT CUSTOMER INFORMATION Customer Municipality of Grey Highlands City/Town Markdale ON Customer PO Our Job # B R&R Instrumentation Services Inc 24 Midale Crescent London ON N5X 3B9 Phone (519) ; Fax: (519) rrinstrumentation.com UNIT UNDER TEST (UUT) Tag # LIT Tower Cal Date May 13/15 Due Date May 13/16 Cal Freq Yearly Location Water Tower Level Description Level Ind. Transmitter Manufacturer Endress + Hauser Model Cerabar M Serial # Note Accuracy Range Elevation Digital display reading 0-25 m WC 1% Meters WC cm WC MEASURING EQUIPMENT Manufacturer Beta Model 320 Serial # Cal Reference Chevrier Instruments Inc. Traceability NIST Accuracy 0.075% Range 0-30 PSI INPUT cm WC METERS WATER OUTPUT*AAV ma UUT READING AS FOUND UUT READING AS LEFT % ERROR AS FOUND % ERROR AS LEFT *Actual Applied Value % Error = UUT Reading - AAV x 100 Span Test Unit Results AS FOUND Pass: Fail: x AS LEFT Pass: Fail: TECHNICIAN'S NOTES CERTIFIED BY: CET, CCST Level III Technician

111 INSTRUMENTATION CALIBRATION REPORT CUSTOMER INFORMATION Customer Municipality of Grey Highlands City/Town Markdale ON Customer PO Our Job # B R&R Instrumentation Services Inc 24 Midale Crescent London ON N5X 3B9 Phone (519) ; Fax: (519) rrinstrumentation.com UNIT UNDER TEST (UUT) Tag # LI Tower Cal Date May 13/15 Due Date May 13/16 Cal Freq Location Description Manufacturer Model Serial # Accuracy Range Yearly Water Tower Level Level Indicator Scada PLC 1% 4-20 ma; 0-25 m WC MEASURING EQUIPMENT Manufacturer Fluke Model 725 Serial # Cal Reference Fluke Traceability NIST Accuracy 0.02% + 2 cnts INPUT ma % OUTPUT*AAV Meters UUT READING AS FOUND UUT READING AS LEFT % ERROR AS FOUND % ERROR AS LEFT *Actual Applied Value % Error = UUT Reading - AAV x 100 Span Test Unit Results AS FOUND Pass: Fail: AS LEFT Pass: Fail: TECHNICIAN'S NOTES CERTIFIED BY: CET, CCST Level III Technician

112 Appendix H MOECC INSPECTION REPORT

113 d k! " # $ % & ' " ( ) ( ( * +, -. / $ $ " # $ % & " ) 8 9 : ; ; < = : = = >? $ & % 4 & 4 A % 4 B & 4 C % D $ E 4 % % & % & ' & " # $ % & ( ) ( / ( * F %. ' / 0 F B " # $ % & " ) 8 9 G H I J K L M N O K P Q Q J I Q R S I T U V I W J X Q Y Z [ \ J T M N O K ] M N O ^ _ I X ` J a Q R S I \ J ` S b Q O c W d e M _ f V b g h V i J U b R I g R I j k V Q J b l m X Q J n U b R I g R I j k V Q J b o R a J I a J p O N q c O N M U b R I g R I j k V Q J b k S b g X r J b n R Q O N q c M N M L _ X X H J p O e s J J I a i S X J h b J ` S b Q h S a H n J I Q X t R I h R I j X S t Q s J R I X ` J a Q R S I Q s V Q u V X ` J b t S b n J h S I f V m O M L M N O K v e u S X J a Q R S I X S t Q s J b J ` S b Q L I V n J i m w P a Q R S I X \ J x H R b J h y V I h w \ J a S n n J I h J h P a Q R S I X y L X ` J a R t m h H J h V Q J X t S b Q s J X H z n R X X R S I S t R I t S b n V Q R S I S b ` i V I X Q S n m V Q Q J I Q R S I v r i J V X J I S Q J Q s V Q w P a Q R S I X \ J x H R b J h y V b J i R I g J h Q S R I a R h J I Q X S t I S I c a S n ` i R V I a J u R Q s b J j H i V Q S b m b J x H R b J n J I Q X a S I Q V R I J h u R Q s R I V I P a Q L V \ J j H i V Q R S I L S b X R Q J c X ` J a R t R a V ` ` b S { V i X L S b h J b X S b R I X Q b H a Q R S I X w \ J a S n n J I h J h P a Q R S I X y a S I { J m R I t S b n V Q R S I Q s V Q Q s J S u I J b S b S ` J b V Q R I j V H Q s S b R Q m X s S H i h a S I X R h J b R n ` i J n J I Q R I j R I S b h J b Q S a S I t S b n u R Q s J } R X Q R I j V I h J n J b j R I j R I h H X Q b m X Q V I h V b h X v e s J b J ` S b Q R I a i H h J X V I _ I X ` J a Q R S I l H n n V b m \ V Q R I j \ J a S b h V X V I V ` ` J I h R } v e s R X b J a S b h t S b n X ` V b Q S t Q s J n R I R X Q b m ~ X a S n ` b J s J I X R { J L b R X g c z V X J h R I X ` J a Q R S I ` b S a J X X v e s J b V Q R I j ` b S { R h J X V x H V I Q R Q V Q R { J n J V X H b J S t Q s J R I X ` J a Q R S I b J X H i Q X t S b Q s R X X ` J a R t R a h b R I g R I j u V Q J b X m X Q J n t S b Q s J b J ` S b Q R I j m J V b v P I R I X ` J a Q R S I b V Q R I j Q s V Q R X i J X X Q s V I O N N ` J b a J I Q h S J X I S Q n J V I Q s V Q Q s J h b R I g R I j u V Q J b t b S n Q s J X m X Q J n R X H I X V t J v e s J ` b R n V b m j S V i X S t Q s R X V X X J X X n J I Q V b J Q S J I a S H b V j J S I j S R I j R n ` b S { J n J I Q S t h b R I g R I j u V Q J b X m X Q J n X V I h Q S n J V X H b J Q s R X ` b S j b J X X t b S n m J V b Q S m J V b v _ u S H i h i R g J Q S b J n R I h m S H Q s V Q l J a Q R S I O S t Q s J l V t J U b R I g R I j k V Q J b P a Q L M N N M l Q V I h V b h S t V b J a b J V Q J X V I H n z J b S t S z i R j V Q R S I X t S b R I h R { R h H V i X u s S J } J b a R X J h J a R X R S I c n V g R I j V H Q s S b R Q m S { J b n H I R a R ` V i h b R I g R I j u V Q J b X m X Q J n X L R I a i H h R I j n J n z J b X S t n H I R a R ` V i a S H I a R i X v w e V g R I j V b J S t d S H b U b R I g R I j k V Q J b T P j H R h J t S b n J n z J b X S t n H I R a R ` V i a S H I a R i y L V ` H z i R a V Q R S I t S H I h S I Q s J U b R I g R I j k V Q J b ƒ I Q V b R S u J z X R Q J s Q Q ` T ] ] u u u v S I Q V b R S v a V ] J I { R b S I n J I Q c V I h c J I J b j m ] n H I R a R ` V i c h b R I g R I j c u V Q J b c X m X Q J n X c i R a J I a R I j c b J j R X Q b V Q R S I c V I h c ` J b n R Q X L ` b S { R h J X t H b Q s J b R I t S b n V Q R S I V z S H Q Q s J X J S z i R j V Q R S I X v l s S H i h m S H s V { J V I m x H J X Q R S I X b J j V b h R I j Q s J a S I Q J I Q S t Q s J J I a i S X J h b J ` S b Q L ` i J V X J h S I S Q s J X R Q V Q J Q S a S I Q V a Q n J v S H b X Q b H i m L l s V m I J R I i V m r b S { R I a R V i ƒ t t R a J b V Q J b _ I X ` J a Q S b K O c q ^ c M N M ] J i i K O c M N c K K V } K O c q O c M N K