KIMBERLEY-AMIK-TALISMAN WATER SYSTEM

Transcription

1 KIMBERLEY-AMIK-TALISMAN WATER SYSTEM 2015 OPERATION AND MAINTENANCE ANNUAL 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 FACILITIES WATER TREATMENT PLANT WATER DISTRIBUTION SYSTEM LIST OF REPORTS AND NOTICES SUBMITTED TO DIRECTOR MINISTRY OF THE ENVIRONMENT AND CLIMATE CHANGE SUMMARY OF WATER QUALITY MONITORING WATER TREATMENT AND WATER DISTRIBUTION SYSTEM MICROBIOLOGICAL TURBIDITY AND CHLORINE RESIDUAL ANNUAL MONITORING LEAD QUARTERLY MONITORING SODIUM AND FLUORIDE MONITORING OF TREATED FILTER BACKWASH WATER DISCHARGE MONITORING OF WATER FOR CORROSIVENESS MONITORING OF CHLORAMINES... 9 Kimberley-Amik-Talisman Water System, 2015 Operation and Maintenance Annual Report Municipality of Grey Highlands WSP No OS OS February 2016

3 ii 5 WATER USAGE CHEMICAL CONSUMPTION CALIBRATION, ROUTINE AND PREVENTATIVE MAINTENANCE MINISTRY OF THE ENVIRONMENT AND CLIMATE CHANGE INSPECTION AND REGULATORY ISSUES CALCULATION OF UNCOMMITTED HYDRAULIC RESERVE CAPACITY CONCLUSIONS RECOMMENDATIONS WSP No OS OS February 2016 Kimberley-Amik-Talisman Water System, 2015 Operation and Maintenance Annual Report Municipality of Grey Highlands

4 iii T A B L E S Table 1 Table 2 Table 3 Table 3A Table 4 Table 4A Table 5 Table 6 Table 7 Table 8 Table 9 Table10 List of Reports and Notices Submitted to Ministry of Environment and Climate Change Summary of Microbiological Water Quality Monitoring Summary of Point of Entry (POE) Turbidity Summary of Water Quality Online Turbidity Analyzer Summary of Water Quality Monitoring Chlorination Summary of Water Quality Online Free Chlorine Analyzer Summary of Trihalomethanes (THMs) Summary of Monitoring Treated Filter Backwash Wastewater to Ditch Treated Water Corrosivity Analysis Chloramine Analysis - On-Site Treated Water Summary of Water Usage Summary of Chemical Consumption F I G U R E S Figure 1 Water 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 Weekly Microbiological Sampling Appendix E Watermain Flushing Records Appendix F Annual Monitoring Results Appendix G Calibration Reports Appendix H MOECC Drinking Water System Inspection Report Kimberley-Amik-Talisman Water System Municipality of Grey Highlands WSP No OS OS February 2016

5 1 1 INTRODUCTION The Kimberley-Amik-Talisman (hereinafter referred to as KAT) Water System is owned by the Municipality of Grey Highlands. The KAT water treatment system was constructed to receive and treat water from two (2) raw water springs. The facility meets the definition of Large Municipal, Residential Drinking Water System. The KAT water treatment system is Class III and the distribution system is Class I. The Municipality of Grey Highlands retained the services of the water and wastewater operations division of WSP Canada Inc., to prepare the Annual Compliance Report for the KAT Water Treatment Plant. The KAT Water Treatment Plant number is and the water treatment is operated by licenced operators employed by the Municipality of Grey Highlands. The KAT water treatment 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. The objective of this report is to comply with the mandatory requirements for an Annual Report under Section 11.0 of Ontario Regulation 170/03. The annual report covers the period from January 1, 2015 to December 31, The report includes the following: Brief description of the water treatment plant and water distribution system Summary of the treated water quality monitoring Summary of chemicals used Summary of water usage Summary of the Ministry of the Environment and Climate Change (MOECC) Inspection Report Water treatment system repairs and improvements on the water treatment system Conclusions and recommendations Kimberley-Amik-Talisman Water System, 2015 Operation and Maintenance Annual Report Municipality of Grey Highlands WSP No OS OS February 2016

6 2 2 DESCRIPTION OF FACILITIES 2.1 WATER TREATMENT PLANT The water treatment plant was designed to have a capacity of 1,185 m³/day or 181 IGPM. The water source for the water treatment plant is two springs, Spring No. 1 and Spring No. 2. The springs appear to be greatly influenced by rainfall and snow melt events which appear to increase turbidity. The colour of the raw water also changes significantly in a short period of time and generally a change in colour is not accompanied with abrupt change in turbidity. Sink holes and bedrock fractures provide silt laden run-off water with direct access to the aquifer, thereby increasing the turbidity in the raw water. The KAT water treatment plant is comprised of three pre-sedimentation tanks (raw water storage tanks), low lift pumps, two adsorption clarifiers, two rapid gravity mixed media filters and two cell clear water reservoirs. The chemical treatment system at this plant is comprised of treatment by polyaluminum chloride (main coagulant), polymer (coagulant aid), a sodium hypochlorite system for chlorination, sulphuric acid and soda ash systems for ph correction, powdered activated carbon system for removal of pesticides and insecticides in the raw water and sodium metabisulphite for dechlorination of filter backwash waste water prior to discharge into the ditch. The MOECC Municipal Drinking Water License is No , and the Drinking Water Works Permit is No The license and permit are included in Appendix A of this report. An Amended Permit to Take Water No FQPMP expires June 18, 2018 and is attached in Appendix B. 2.2 WATER DISTRIBUTION SYSTEM The water service area for KAT is supplied with potable water by way of a gravity watermain and a pumped watermain. The pumped watermain supplies water to the water service area above the geodetic elevation of approximately 300 m. The remaining area of Kimberley-Amik-Talisman is supplied water from the 200 mm diameter gravity watermain. The watermains have been sized to carry the fire flows and therefore fire hydrants have been provided on the pumped watermain as well as the gravity watermain at specified spacing as per MOECC Guidelines. Due to the steep slopes on which the watermain has been constructed, there are four (4) pressure reducing valve chambers to prevent the over-pressurization of low elevation areas of the water service area. The pumped watermain is supplied water by way of four (4) high lift pumps. Refer to Figure 1 for the KAT Distribution System. WSP No OS OS February 2016 Kimberley-Amik-Talisman Water System, 2015 Operation and Maintenance Annual Report Municipality of Grey Highlands

7 EXISTING KIMBERLEY-AMIK-TALISMAN WATER SYSTEM WATER & WASTEWATER SERVICING MASTER PLAN MUNICIPALITY OF GREY HIGHLANDS st AVENUE W OWEN SOUND (ONTARIO) CANADA N4K 6W2 TEL.: FAX:

8 3 3 LIST OF REPORTS AND NOTICES SUBMITTED TO DIRECTOR MINISTRY OF THE ENVIRONMENT AND CLIMATE CHANGE Table 1 shows all reports and notices that were submitted to the Ministry of Environment and Climate Change between January 1, 2015 and December 31, TABLE 1 List of Reports and Notices Submitted to the Ministry of the Environment and Climate Change Kimberley-Amik-Talisman Water System January 1, 2015 to December 31, 2015 Title of Report or Notice Part III - Form 2 Date of Submission Submission not required Refer to Appendix C for Part III - Form 2. Kimberley-Amik-Talisman Water System, 2015 Operation and Maintenance Annual Report Municipality of Grey Highlands WSP No OS OS February 2016

9 4 4 SUMMARY OF WATER QUALITY MONITORING WATER TREATMENT AND WATER DISTRIBUTION SYSTEM 4.1 MICROBIOLOGICAL Water quality monitoring results for Total Coliform, E.Coli and HPC for raw water, Point of Entry (POE) water and water for the distribution system are summarized in Table 2. The weekly data summary for all microbiological sampling can be found in Appendix D. TABLE 2 Summary of Microbiological Water Quality Monitoring Kimberley-Amik-Talisman Water System January 1, 2015 to December 31, 2015 Total Coliform E Coli HPC and/or Background Count Sample Total No. of Samples No. of Samples with Count >0 No. of Samples with Count =0 Total No. of Samples No. of Samples with Count >0 No. of Samples with Count =0 Total No. of Samples 500 <500 Raw Treated (POE) Distribution TURBIDITY AND CHLORINE RESIDUAL Water quality monitoring results for turbidity and chlorine residual are summarized in Tables 3 and 3A and Tables 4 and 4A respectively. There were no turbidity exceedances greater than 0.3 NTU that were reported to the MOECC and the Ministry of Health (MOH) during the 2015 operating year. The criteria for turbidity for filter performance as per the Procedure for Disinfection of Drinking Water in Ontario is less than 0.3 NTU for filtered water turbidity in 95% of the readings every month. Only samples exceeding the 1.0 NTU criteria are considered adverse. A review of Table 3 indicates that this criterion was met. Table 3A demonstrates the maximum and minimum turbidity ranges, recorded by the on-line analyzers. Maximums and minimums include all readings, which occurred during temporary spikes, alarms, power blips, calibrations and work conducted on systems. WSP No OS OS February 2016 Kimberley-Amik-Talisman Water System, 2015 Operation and Maintenance Annual Report Municipality of Grey Highlands

10 No. of Continuous Online Analyzer Filter Effluent Turbidity Events >0.3 NTU Month Filter #1 Filter #2 Table 3 Summary of Point of Entry (POE) Turbidity Kimberley Amik Talisman Water System January 1, 2015 to December 31, 2015 Online Turbidity Measurements Daily Log Tables Average Daily POE Turbidity (NTU) No. of Daily POE Turbidity Samples >0.5 NTU Criteria Met for Filter Effluent Samples Turbidity of <0.3 NTU Filter #1 Filter #2 January yes yes February yes yes March yes yes April yes yes May yes yes June yes yes July yes yes August yes yes September yes yes October yes yes November yes yes December yes yes TOTAL AVERAGE 0.11 MAXIMUM 0.13 NOTE: No filter effluent turbidity exceedance >1 lasted greater than 15 minutes G:\2002\700\402702\Reports\2015\KAT Water System\Table 3 - Summary of POE - Turbidity.xls

11 Table 3A Summary of Water Quality - Online Turbidity Analyzer Kimberley-Amik-Talisman Water System January 1, December 31, 2015 RAW TREATED Minimum (NTU) Maximum (NTU) Minimum (NTU) Maximum (NTU) January 0.25* 54.61* 0.01* 5.00* February March April * * 5.00* May * * 2.60* June July * 99.97* * 5.00* August * 22.09* 0.01* 2.66* September * 23.28* October * 57.58* * 5.00* November * December MIN. MAX *Maximum and minimum treated water readings occurred during periods of maintenance or interrupted flow to analyzers or were instantaneous highs. G:\2002\700\402702\Reports\2015\KAT Water System\Table 3A - Online Turbidity Analyzer.xlsx

12 Table 4 Summary of Water Quality Monitoring - Chlorination Kimberley Amik Talisman Water System January 1, 2015 to December 31, 2015 TREATED WATER ("POINT OF ENTRY") DISTRIBUTION SYSTEM *** Monthly Total Sodium Dosage No. of Average Total Average Free No. of Samples No. of Average Free No. of Samples Treated Flow Hypochlorite Samples Chlorine Residual Chlorine Residual with Free Chlorine Samples Chlorine Residual with Free Chlorine (m³) Solution used Litres (12%) (mg/l ) (mg/l) (mg/l) <0.2 mg/l (mg/l) <0.05 mg/l January 2, February 3, March 4, April 4, May 2, June 1, July 1, August 2, September 1, October 1, November 1, December 1, TOTAL 28, AVERAGE Notes: The Ontario Drinking Water Standards require that Treated Water ("Point of Entry") Free Chlorine be greater than 0.2 mg/l. The Ontario Drinking Water Standards require that any distribution system Free Chlorine residual sample less than 0.05 mg/l be reported to the MOE and MOH. Values shown do not include residuals measured during watermain flushing. Flushing records can be found in Appendix E. G:\2002\700\402702\Reports\2015\KAT Water System\Table 4 - Summary of Water Quality - Chlorination.xls

13 Table 4A Summary of Water Quality - Online Free Chlorine Analyzer Kimberley-Amik-Talisman Water System January 1, December 31, 2015 Treated Distribution Month POE Gravity Pumped Minimum (mg/l) Maximum (mg/l) Minimum (mg/l) Maximum (mg/l) Minimum (mg/l) Maximum (mg/l) January February March April * 4.87* * 3.83* * 3.72* May * 2.37* * 2.63* * 2.51* June July * 4.33* * 4.99* * 3.45* August * 2.81* * 3.08* * 3.25* September * 1.71 * 2.13* * 2.95* October * 4.99* * 4.99* * 2.77* November * 1.87 * 1.92 * 1.89 December MIN. MAX *Maximum and minimum readings occurred during power shut off to analyzers for maintenance or during analyzer calibration or were instantaneous instances of lows and highs. G:\2002\700\402702\Reports\2015\KAT Water System\Table 4A - Online Free Chlorine Analyzer.xlsx

14 5 From January 1, 2015 to December 31, 2015, a total of 365 samples were collected from the POE and analyzed for free chlorine residual. The free chlorine residuals from the POE had an annual average of 1.38 mg/l, and none were less than 0.2 mg/l. Of the 365 free chlorine residuals measured on the distribution system, none were less than 0.05 mg/l. All residuals were within compliance. Refer to Table 4. The annual average sodium hypochlorite dosage was 2.75 mg/l. The above assessment does not include the residuals measured during watermain flushing. Table 4A demonstrates the maximum and minimum free chlorine recorded by the online analyzers. Maximums and minimums include all readings, which occurred during temporary spikes, alarms, power blips, calibrations and work conducted on systems. Refer to Appendix E for watermain flushing records for 2015, which include the free chlorine residual data. 4.3 ANNUAL MONITORING Schedules 13-2 and 13-4 of Ontario Regulation 170/03 requires that at least one (1) water sample is taken every 12 months to test for inorganics and organics, if the system obtains water from a raw water supply (surface water). As the KAT Water System receives its raw water from two (2) springs (surface water), treated water samples were collected in February 2015 and analyzed for inorganics and organics. All parameters were found to be within compliance. Samples are to be collected and analyzed for inorganics and organics in February Refer to Appendix F for laboratory results. 4.4 LEAD Changes made effective in 2007 resulted in an increase in the number and frequency of Lead sampling for municipal drinking water systems. Samples were taken twice in 2008, once between December 15, and April 15 (winter testing) and once between June 15 and October 15 (summer testing). The standard for lead is milligrams per litre which is equivalent to 10 micrograms per litre. 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 year, not more than 10 percent of plumbing sample results exceeded 5 micrograms per litre and no plumbing sample results exceeded 10 micrograms per litre. in four (4) consecutive rounds of semi-annual testing (the four (4) testing periods done over two (2) years) not more than 10 percent of plumbing sample results exceeded 10 micrograms per litre. 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. If the system meets the criteria above, the testing frequency drops to two (2) consecutive periods of semiannual 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 percent of all the plumbing samples taken during any one (1) round of testing exceeded 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. Kimberley-Amik-Talisman Water System, 2015 Operation and Maintenance Annual Report Municipality of Grey Highlands WSP No OS OS February 2016

15 6 On January 5, 2015, an application was submitted to the MOECC for Relief from Lead Sampling, Lead sampling was completed during the winter period, as acceptance of the application had not been granted. As per MOECC instruction, lead samples were not collected during the 2015 summer period, however ph and Alkalinity sampling was required, and therefore completed. ph and Alkalinity sampling is required during both the winter and the summer period. The Municipality is awaiting further response from the MOECC. Refer to Appendix F for analytical results. 4.5 QUARTERLY MONITORING Schedule 13-6 of Ontario Regulation 170/03 requires that at least one (1) distribution sample is taken every three (3) months from a point in the drinking water distribution system or plumbing that is connected to the drinking water system and tested for Trihalomethanes (THM), Nitrate and Nitrite. The Ontario Drinking Water Quality Standard (ODWQS) have set a Maximum Allowable Concentration (MAC) of 100 μg/l for THM and is expressed as a running annual average. In 2015, samples were collected during the months of February, May, August and November. The annual average THM was μg/l. Nitrate/Nitrite results from quarterly sampling were found to be within compliance. Refer to Table 5 for the summary of THM and Appendix F for analytical results. Beginning January 1, 2016, a new calculation method for THM calculations has come into effect. The Running Annual Average (RAA) for THM must be calculated each quarter by the water system 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) Kimberley-Amik-Talisman Water System January 1, 2014 to December 31, 2015 Location Sample Date Results (μg/l) Running Annual Average Library February 10, N/A Library May 26, N/A Library August 18, N/A Library November 17, N/A Library February 17, Library May 11, Library August 17, Library November 16, Annual Average (2015) WSP No OS OS February 2016 Kimberley-Amik-Talisman Water System, 2015 Operation and Maintenance Annual Report Municipality of Grey Highlands

16 7 4.6 SODIUM AND FLUORIDE Schedules 13-8 and 13-9 of Ontario Regulation 170/03 requires that at least one water sample is collected every 60 months and tested for Sodium and Fluoride. The ODWQS has set a MAC of 200 mg/l for Sodium and requires the MOH be notified if the concentration exceeds 20 mg/l. As required, samples for Sodium and Fluoride were collected on February 15, Both were within compliance and will next require sampling and analysis in February MONITORING OF TREATED FILTER BACKWASH WATER DISCHARGE The Municipal Drinking Water License requires that composite samples of treated filter backwash waste, which is discharged into the ditch, are sampled and analyzed on a quarterly basis for Total Suspended Solids (TSS) concentrations, and the annual average suspended solids concentrations should not exceed 25 mg/l. Municipal operators collected samples monthly, as a best practice measure. The annual average was 3.25 mg/l which is within compliance. Refer to Table 6 for the Summary of Treated Filter Backwash Wastewater Discharge. Month TABLE 6 Summary of Monitoring Treated Filter Backwash Wastewater to Ditch Kimberley-Amik-Talisman Water System January 1, 2015 to December 31, 2015 Suspended Solids Concentration (mg/l) Free Chlorine (mg/l) January < February < March April May June July August < September < October November December Average Note: Less than values, which are below the method detection limit are calculated as whole numbers for the purpose of the annual average (e.g. <2 is calculated as 2). Kimberley-Amik-Talisman Water System, 2015 Operation and Maintenance Annual Report Municipality of Grey Highlands WSP No OS OS February 2016

17 8 4.8 MONITORING OF WATER FOR CORROSIVENESS As recommended by the MOECC, sampling of the distribution water for hardness, alkalinity, total dissolved solids, ph and Langelier Index were taken. Table 7 provides a summary of the monitoring of these parameters. TABLE 7 Distribution Water Corrosivity Analysis Kimberley-Amik-Talisman Water System January 1, 2015 to December 31, 2015 Month Alkalinity (mg/l as CaCO 3) ph (units) Total Dissolved Solids (mg/l) Hardness as Ca (mg/l) Langelier 20 o C January February March April May June July August September October November December WSP No OS OS February 2016 Kimberley-Amik-Talisman Water System, 2015 Operation and Maintenance Annual Report Municipality of Grey Highlands

18 9 4.9 MONITORING OF CHLORAMINES The Municipal Drinking Water Licence requires the quarterly monitoring of treated water chloramine levels. Operators monitored chloramines levels on a monthly basis in Table 8 provides a summary of monitoring results. TABLE 8 On-Site Treated Water Chloramine Analysis Kimberley-Amik-Talisman Water System January 1, 2015 to December 31, 2015 Month Chloramine Concentration (mg/l) January 0.04 February 0.02 March 0.03 April 0.02 May 0.03 June 0.03 July 0.02 August 0.03 September 0.02 October 0.03 November 0.03 December 0.02 Kimberley-Amik-Talisman Water System, 2015 Operation and Maintenance Annual Report Municipality of Grey Highlands WSP No OS OS February 2016

19 10 5 WATER USAGE The Municipal Drinking Water Licence issued by the MOECC specifies that the drinking water system shall not be operated to exceed a maximum daily volume of 1,185 m 3 /day. The 2015 maximum daily flow was m 3 /day which is 16.9% of design capacity. The average daily plant flow in 2015 was 57.0 m 3 /day. Metered consumption was 11,196 m 3 /year or m 3 /day as opposed to 20,596 m 3 supplied into the distribution system. Unaccounted water in 2015 amounted to m 3 /day. The above unaccounted water should be corrected to a reasonable allowance for hydrant flushing, street sweepers etc. as follows: Estimated hydrant flushing = 252 m 3. In plant usage = 30 m 3. Analyzers drainage = 782 m 3. Total = 1,064 m 3 /yr or 2.9 m 3 /d (average) Additionally, there were a number of difficult to locate distribution system leaks, which were repaired in the spring, but which attributed to higher than average distribution system volumes in early 2015 and to the discrepancy between distribution system volumes and metered consumption. Table 9 summarizes the monthly water usage for the year 2015 observed from the flow meter readings installed at this facility. WSP No OS OS February 2016 Kimberley-Amik-Talisman Water System, 2015 Operation and Maintenance Annual Report Municipality of Grey Highlands

20 Month Days of Monitored Flow Raw Water m³ Table 9 Summary of Water Usage Kimberley - Amik - Talisman Water System January 1, 2015 to December 31, 2015 Pumped Distribution m³ Gravity Distribution m³ Total Usage Distribution m³ Average Day Usage (m³/day) Maximum Day Usage (m³/day) January 31 2, ,461 1, February 28 3, ,014 2, March 31 4, ,242 3, April 30 4, ,477 3, May 31 2, ,372 1, June 30 1, July 31 2, , August 31 2, ,008 1, September 30 1, , October 31 1, November 30 1, December 31 1, , Total ,904 3,857 16,741 20,596 Average Day Max Day G:\2002\700\402702\Reports\2015\KAT Water System\Table 9 - Summary of Water Usage.xls

21 11 6 CHEMICAL CONSUMPTION The chemicals used in the KAT Water System includes sodium hypochlorite for disinfection, poly aluminum chloride for coagulation and polymer to aid coagulation. The yearly consumption of these chemicals and the annual average dosage applied are provided in Table 10. TABLE 10 Summary of Chemical Consumption Kimberley-Amik-Talisman Water System January 1, 2015 to December 31, 2015 Chemical Yearly Consumption 2015 Average Dosage (mg/l) Sodium Hypochlorite (Litres) Polyaluminum Chloride (Litres) 1, on dry basis Soda Ash Nil Nil Polymer (kg) 10 kg 0.36 Kimberley-Amik-Talisman Water System, 2015 Operation and Maintenance Annual Report Municipality of Grey Highlands WSP No OS OS February 2016

22 12 7 CALIBRATION, ROUTINE AND PREVENTATIVE MAINTENANCE R & R Instrumentation Inc. conducted the annual flow meter calibrations on May 12 and 14, All were found to be in compliance. Refer to Appendix G for Calibration Reports. January 13, 2015 February 11, 2015 March 10, 2015 March 16, 2015 May 12, 2015 May 14, 2015 May 21, 2015 May 25, 2015 June 18, 2015 July 20, 2015 July 25, 2015 August 25, 2015 August 27, 2015 October 21, 2015 Lead on PRV Chamber on Talisman Mountain Drive fixed. Lead on PRV Chamber on Talisman Mountain Drive fixed. Light in parking lot repaired by Grey Northern Electric. Annual calibration conducted by GATA Industrial Services. Annual flow meter calibrations conducted by R&R Instrumentation Inc. Annual flow meter calibrations conducted by R&R Instrumentation Inc. Bulb on Turbidity Analyzer Filter #1 changed. Backflow preventer changed on Polymer System. Low lift pumps, High Lift Pumps and backwash water pumps greased. High voltage in plant equipment examined by Hydro One and Grey Northern Electric. New phone jack connected to auto dialer. Bulb on Filter #1 Turbidity Analyzer changed. Grey Northern Electric and Data Soft on site to replace main card in PLC. Fire alarm system check conducted by Georgian Bay Fire and Safety. October 27, 2015 Curb stop repaired at Grey Road 13. November 28, 2015 December 8, 2015 December 10, 2015 New RF water meter installed at 117 Kimberley Court. New water meter wire installed at 189 Talisman Mountain Drive. Spring #1 and 2 Pen Stocks and the raw water head flushed out. WSP No OS OS February 2016 Kimberley-Amik-Talisman Water System, 2015 Operation and Maintenance Annual Report Municipality of Grey Highlands

23 13 8 MINISTRY OF THE ENVIRONMENT AND CLIMATE CHANGE INSPECTION AND REGULATORY ISSUES The MOECC conducted an inspection of the Kimberley-Amik-Talisman Drinking Water System on January 20, There were no cases of non-compliance. There was one (1) Best Practice Issue noted and a subsequent recommendation made. Due to low flows, accurate SCADA measurement of coagulant usage is difficult to obtain. As noted in the MOECC report, the continuous dosage of coagulant is essential for primary disinfection. It was therefore recommended that a plan be developed to ensure more accurate PACl measurement. A new pump panel, which will record the volume pumped with each stroke, has been purchased, but has not yet been installed. Refer to Appendix H for the MOECC Drinking Water System Inspection Report. There were no Adverse Water Quality Incidents in Kimberley-Amik-Talisman Water System, 2015 Operation and Maintenance Annual Report Municipality of Grey Highlands WSP No OS OS February 2016

24 14 9 CALCULATION OF UNCOMMITTED HYDRAULIC RESERVE CAPACITY In 2015, the Maximum Day Flow was 200 m 3 /day. System capacity = 1,185 m 3 /day Committed Developments: Total committed flow = 60 m 3 /day (former Talisman capacity) Hydraulic Reserve Capacity = 1, = 985 m 3 /day (based on 2015 recorded Maximum Day Flow) Uncommitted Hydraulic Reserve Capacity = = m 3 /day WSP No OS OS February 2016 Kimberley-Amik-Talisman Water System, 2015 Operation and Maintenance Annual Report Municipality of Grey Highlands

25 15 10 CONCLUSIONS 1. No adverse results with respect to turbidity on the treated water for the Kimberley-Amik-Talisman Water Treatment Plant (i.e. turbidity results >1 NTU) were reported in the year The operational criteria under Regulation 253/05 of less than 0.3 NTU filtered water turbidity for 95% of the readings every month, was met. 2. An application for Relief from Lead Sampling was submitted to the MOECC in January Lead sampling was collected during the winter period, prior to receiving a response from the MOECC. As per interim MOECC instruction, ph and Alkalinity samples were collected during the 2015 summer period, lead sampling was not required. 3. The filter backwash waste treatment supernatant was monitored for total suspended solids every month although the Drinking Water License indicates that it is only required to be carried out on a quarterly basis. The annual average total suspended solids in 2015 was 3.25 mg/l which is within compliance. 4. The 2015 average day demand was 57.0 m³/day. 5. In 2015, maximum day demand was 200 m³/day which is 16.9% of the design capacity of the treatment plant (1,185 m³/day). 6. The water works used 630 L of sodium hypochlorite with an average daily dose of 2.82 mg/l, 1,611 L of polyaluminum chloride was used with an average daily dose of mg/l on dry basis during Calibrations and routine preventative maintenance were performed on the water system. Kimberley-Amik-Talisman Water System, 2015 Operation and Maintenance Annual Report Municipality of Grey Highlands WSP No OS OS February 2016

26

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

28 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: Kimberley-Amik-Talisman 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

29 Schedule A: Drinking Water System Information System Owner The Corporation of the Municipality of Grey Highlands Licence Number Drinking Water System Name Kimberley-Amik-Talisman 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 Kimberley-Amik-Talisman Drinking Water System Permits to Take Water May 19, 2011 Water Taking Location Permit Number Issue Date Spring No. 1 and Spring No FQPMP June 19, 2008 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 Kimberley-Amik-Talisman Drinking Water System Accredited Operating Authority Municipality of Grey Highlands Operational Plan Number V1.0 TREATMENT&DISTRIBUTION

30 Schedule B: General Conditions System Owner Grey Highlands, The Corporation of the Municipality of Licence Number Drinking Water System Name Kimberley-Amik-Talisman 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

31 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; 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): V1.0 TREATMENT&DISTRIBUTION

32 Schedule B May 24th, Applicability (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. 8.0 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/ V1.0 TREATMENT&DISTRIBUTION

33 Schedule B May 24th, 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 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 V1.0 TREATMENT&DISTRIBUTION

34 Schedule B May 24th, 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 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/ V1.0 TREATMENT&DISTRIBUTION

35 Schedule B May 24th, 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 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: V1.0 TREATMENT&DISTRIBUTION

36 Schedule B May 24th, 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; 16.3 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

37 Schedule C May 24th, 2011 Schedule C: System-Specific Conditions System Owner The Corporation of the Municipality of Grey Highlands Licence Number Drinking Water System Name Kimberley-Amik-Talisman 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) Kimberley-Amik-Talisman 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 V1.0 TREATMENT&DISTRIBUTION

38 Schedule D 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 Not Applicable Column 2 Minimum Continuous Pass-Through UV Dose (mj/cm 2 ) Not Applicable 2.0 Flow Measurement and Recording Requirements 2.1 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. 2.2 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 flow measurement and recording shall be undertaken for the flow rate and daily volume of water that flows into the treatment subsystem component V1.0 TREATMENT&DISTRIBUTION

39 Schedule D May 24th, 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. 3.0 Calibration of Flow Measuring Devices 3.1 All flow measuring devices must be checked and calibrated in accordance with the manufacturer s instructions. 3.2 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. 4.0 Additional Sampling, Testing and Monitoring Drinking Water Health and Non-Health Related Parameters 4.1 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 Treated Water Chloramine Quarter;y Point of Entry to the Distribution System V1.0 TREATMENT&DISTRIBUTION

40 Schedule D 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 4.2 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. 4.3 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. 4.4 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 Settling Tank Effluent Suspended Solids Manual Composite Quarterly Point of Discharge UV Disinfection Equipment 4.5 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

41 Schedule D May 24th, Studies Required recording frequency of every four (4) hours shall be carried out for the test parameters set out in column 3 of the same row. Not Applicable V1.0 TREATMENT&DISTRIBUTION

42 Schedule D May 24th, 2011 Schedule D: Conditions for Relief from Regulatory Requirements System Owner Licence Number Drinking Water System Name Schedule D Issue Date May 24th, 2011 Grey Highlands, The Corporation of the Municipality of Kimberley-Amik-Talisman 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

43 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: Kimberley-Amik-Talisman 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

44 Schedule A: Drinking Water System Description System Owner The Corporation of the Municipality of Grey Highlands Permit Number Drinking Water System Name Kimberley-Amik-Talisman 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 Kimberley-Amik-Talisman Drinking Water System consists of one (1) drinking water treatment plant, and approximately 6.6 kilometers of distribution watermains. Kimberley-Amik-Talisman Treatment Plant Location UTM Coordinates System Type Notes located within the north one-half of Lot 7 and south one-half of Lot 8, Concession 6, Town of Grey Highlands (formerly Township of Euphrasia) approximately 100 m west of the west end of Talisman Blvd NAD 27: UTM Zone 17: m E., m N Surface Water Spring Surface Water Supply Spring No.1 Description UTM Coordinates Notes a groundwater spring located approximately 330 m southwest of the water treatment plant NAD 27: UTM Zone 17: m E, m N a concrete intake chamber complete with overflow pipe, isolating valve and approximately 105 m of 150 mm raw water watermain Spring No V1.0 TREATMENT&DISTRIBUTION

45 Schedule A May 19th, 2011 Description UTM Coordinates Notes a groundwater spring situated approximately 260 m southwest of the water treatment plant NAD 27: UTM Zone 17: m E., m N a concrete intake chamber complete with overflow pipe, isolating gate valve and approximately 28 m of 150 mm raw water watermain; approximately 230 m of 150 mm raw water watermain discharging to either the raw water storage tanks or directly by gravity to the water treatment plant Raw Water Storage Tanks Description UTM Coordinates Storage Cells Notes three (3) underground concrete storage tanks NAD 27: UTM Zone 17: m E., m N one (1) cell approximately 10.1 m long by 5.1 m wide by 2.7 m side water depth (SWD) Two (2) cells each approximately 9.8 m long by 5.1 m wide by 2.7 m SWD total raw water storage capacity of 409 m 3 ; Low Lift Pumping Station Description UTM Coordinates Pumps Notes a low lift pumping station located in a heated enclosure approximately 11.5 m long by 10.5 m wide NAD 27: UTM Zone 17: m E., m N two (2) (one duty, one standby) centrifugal pumps each rated at 13.7 L/s at 12 m total dynamic head (TDH) Water Treatment Plant Description Plant Enclosure Building approximately 16.8 m long by 12.8 m wide building located approximately 100 m west of the west end of Talisman Boulevarde and housing two adsorbtion clarifier package water treatment plants together with all related equipment UTM Coordinates NAD 27: UTM Zone 17: m E., m N Package Units two (2) package water treatment units Adsorbtion Clarifiers Two (2)adsorption clarifiers each approximately 1.82 m long by 1.42 m wide with an upflow rate of 9.5 m/h at design flow Filters Two (2) mixed media filters each approximately 1.86 m long by 1.80 m wide with a filter rate of 7.4 m/h at design flow; Air Scour one (1) air blower rated at 277 m 3 /h (duty) and one (1) air blower rated at 425 m 3 /h (standby) Backwash Pumps two (2) (one duty, one standby) backwash pumps rated at 39.4 L/s at 19.0 m Filtered Water Storage Tanks Note TDH two (2) filtered water storage tanks beneath the treatment plant building with a total capacity of 870 m V1.0 TREATMENT&DISTRIBUTION

46 Schedule A May 19th, 2011 Chemical Feed Systems Coagulant Feed Description Feed Points Equipment Notes coagulant feed system chemical feed lines to the mixer ahead of the package water treatment plant units two (2) (one duty, one standby) chemical metering pumps each rated at 7.5 L/h one (1) 4,540 L capacity storage tank one (1) in-line mechanical mixer Polyelectrolyte Feed Description Feed Points Equipment Notes polyelectrolyte feed system chemical feed lines to the mixer effluent line and the backwash water settling tank a dry polymer feeder, three (3) (two duty, one standby) chemical metering pumps each rated at 9.9 L/h one (1) 150 L capacity solution tank Sodium Bisulphite Feed Description Feed Point Equipment Notes sodium bisulphite feed system chemical feed lines to the wastewater effluent lines two (2) (one duty, one standby) chemical metering pumps rated at 11.0 L/h with one (1) 200 L capacity storage tank Powdered Activated Carbon Feed Description Feed Point Equipment Notes powdered activated carbon feed system chemical feed line to the raw water line two (2) (one duty, one standby) chemical metering pumps rated at 45.0 L/h one (1) 135 L capacity slurry tank Sodium Carbonate Feed Description Feed Point Equipment Notes sodium carbonate feed system chemical feed line to the package treatment unit effluent two (2) (one duty, one standby) chemical metering pumps rated at 20.0 L/h one (1) 300 L capacity storage tank V1.0 TREATMENT&DISTRIBUTION

47 Schedule A May 19th, 2011 Sodium Hypochlorite Feed Description Feed Point Equipment Notes sodium hypochlorite feed system chemical feed lines to the raw water line, the mixer effluent line and the plant effluent lines (gravity and pressure); one (1) 2,270 L capacity storage tank, one (1) 115 L capacity day tank, one (1) transfer pump rated at 45.0 L/min four (4) (three duty, one standby) chemical metering pumps rated at 3.0 L/h Acid Feed Description Feed Point Equipment Notes acid feed system chemical feed line to the raw water line; two (2) (one duty, one standby) chemical metering pumps rated at 2.7 L/h one (1) 200 L capacity storage tank Residual Management Process Residuals Description Equipment Notes Solids Separation system one (1) 50,000 L capacity backwash water settling tank two (2) (one duty, one standby) submersible supernatant pumps each rated at 3.8 L/s at 15.0 m TDH supernatant discharge to the adjacent existing ditch; High Lift Works High Lift Pumps Description Pumps Pressure Control Notes A two zone high lift pumping station with the low zone being gravity feed and the high zone supplied with a single duty pump one (1) duty pump for high level supply zone rated at 3.8 L/s at 31.0 m TDH three (3) fire pumps (two duty, one standby) each rated at 16.1 L/s at 39.6 m TDH four (4) 450 L hydropneumatic tanks Emergency Power Description Notes V1.0 TREATMENT&DISTRIBUTION Diesel generator set one (1) 75 kva capacity diesel engine standby power generator set located at the low lift pumphouse;

48 Schedule A May 19th, 2011 Instrumentation and Control SCADA System Description Notes The treatment system and water quality is continuously monitored using online analyzers and computerized Supervisor Control and Data Acquisition (SCADA) Systems. 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 Column 2 Document or File Name Date KAT WATER DISTRIBUTION_Apr09 April 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

49 Schedule B: General System Owner The Corporation of the Municipality of Grey Highlands Permit Number Drinking Water System Name Kimberley-Amik-Talisman 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

50 Schedule B May 19th, V 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 flow rate for a treatment subsystem component as specified in the licence, or the creation of adverse conditions within the drinking water system.

51 Schedule B May 19th, 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 V1.0

52 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. 4.4 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 V1.0

53 Schedule B May 19th, 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; 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 V1.0

54 Schedule B May 19th, 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. 5.8 The verifications required in condition 5.6 shall be: 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 V1.0

55 Schedule B May 19th, 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 Not Applicable V1.0

56 Appendix B PERMIT TO TAKE WATER

57 Ministry of the Environment Ministère de l Environnement Pursuant to Section 34 of the Ontario Water Resources Act, R.S.O this Permit To Take Water is hereby issued to: The Corporation of the Municipality of Grey Highlands Unit Toronto St S Markdale Markdale, Ontario, N0C 1H0 Canada PERMIT TO TAKE WATER Surface Water NUMBER FQPMP For the water taking from: Located at: Spring #1 and #2 Lot 7 & 8, Concession 6 (Euphrasia) Grey Highlands, County of Grey For the purposes of this Permit, and the terms and conditions specified below, the following definitions apply: DEFINITIONS (a) (b) (c) (d) (e) (f) (g) "Director" means any person appointed in writing as a Director pursuant to section 5 of the OWRA for the purposes of section 34, OWRA. Provincial Officer means any person designated in writing by the Minister as a Provincial Officer pursuant to section 5 of the OWRA. "Ministry" means Ontario Ministry of the Environment. "District Office" means the Owen Sound District Office. "Permit" means this Permit to Take Water No FQPMP including its Schedules, if any, issued in accordance with Section 34 of the OWRA. "Permit Holder" means The Corporation of the Municipality of Grey Highlands. "OWRA " means the Ontario Water Resources Act, R.S.O. 1990, c. O. 40, as amended. Page 1 - NUMBER FQPMP

58 You are hereby notified that this Permit is issued subject to the terms and conditions outlined below: TERMS AND CONDITIONS 1. Compliance with Permit 1.1 Except where modified by this Permit, the water taking shall be in accordance with the application for this Permit To Take Water, dated April 30, 2008 and signed by Kelley Coulter, Chief Administrative Officer, and all Schedules included in this Permit. 1.2 The Permit Holder shall ensure that any person authorized by the Permit Holder to take water under this Permit is provided with a copy of this Permit and shall take all reasonable measures to ensure that any such person complies with the conditions of this Permit. 1.3 Any person authorized by the Permit Holder to take water under this Permit shall comply with the conditions of this Permit. 1.4 This Permit is not transferable to another person. 1.5 This Permit provides the Permit Holder with permission to take water in accordance with the conditions of this Permit, up to the date of the expiry of this Permit. This Permit does not constitute a legal right, vested or otherwise, to a water allocation, and the issuance of this Permit does not guarantee that, upon its expiry, it will be renewed. 1.6 The Permit Holder shall keep this Permit available at all times at or near the site of the taking, and shall produce this Permit immediately for inspection by a Provincial Officer upon his or her request. 1.7 The Permit Holder shall report any changes of address to the Director within thirty days of any such change. The Permit Holder shall report any change of ownership of the property for which this Permit is issued within thirty days of any such change. A change in ownership in the property shall cause this Permit to be cancelled. 2. General Conditions and Interpretation 2.1 Inspections The Permit Holder must forthwith, upon presentation of credentials, permit a Provincial Officer to carry out any and all inspections authorized by the OWRA, the Environmental Protection Act, R.S.O. 1990, the Pesticides Act, R.S.O. 1990, or the Safe Drinking Water Act, S. O Other Approvals The issuance of, and compliance with this Permit, does not: (a) relieve the Permit Holder or any other person from any obligation to comply with any other applicable legal requirements, including the provisions of the Ontario Water Resources Act, and Page 2 - NUMBER FQPMP

59 the Environmental Protection Act, and any regulations made thereunder; or (b) limit in any way any authority of the Ministry, a Director, or a Provincial Officer, including the authority to require certain steps be taken or to require the Permit Holder to furnish any further information related to this Permit. 2.3 Information The receipt of any information by the Ministry, the failure of the Ministry to take any action or require any person to take any action in relation to the information, or the failure of a Provincial Officer to prosecute any person in relation to the information, shall not be construed as: (a) an approval, waiver or justification by the Ministry of any act or omission of any person that contravenes this Permit or other legal requirement; or (b) acceptance by the Ministry of the information's completeness or accuracy. 2.4 Rights of Action The issuance of, and compliance with this Permit shall not be construed as precluding or limiting any legal claims or rights of action that any person, including the Crown in right of Ontario or any agency thereof, has or may have against the Permit Holder, its officers, employees, agents, and contractors. 2.5 Severability The requirements of this Permit are severable. If any requirements of this Permit, or the application of any requirements of this Permit to any circumstance, is held invalid or unenforceable, the application of such requirements to other circumstances and the remainder of this Permit shall not be affected thereby. 2.6 Conflicts Where there is a conflict between a provision of any submitted document referred to in this Permit, including its Schedules, and the conditions of this Permit, the conditions in this Permit shall take precedence. 3. Water Takings Authorized by This Permit 3.1 Expiry This Permit expires on June 18, No water shall be taken under authority of this Permit after the expiry date. 3.2 Amounts of Taking Permitted The Permit Holder shall only take water from the source, during the periods and at the rates and amounts of taking specified in Table A. Water takings are authorized only for the purposes specified in Table A. Page 3 - NUMBER FQPMP

60 Table A Source Name / Description: 1 Spring #1 and #2 Source: Type: Taking Specific Purpose: Taking Major Category: Max. Taken per Minute (litres): Max. Num. of Hrs Taken per Day: Max. Taken per Day (litres): Max. Num. of Days Taken per Year: Zone/ Easting/ Northing: Stream Municipal Water Supply ,184, Total Taking: 1,184, Notwithstanding Table A, this Permit limits the taking of water at the specified locations for the combined taking from spring #1 and spring #2 for up to 50 percent of the instantaneous streamflow present at each seperate spring outfall on the day or days of taking. At no time shall the withdrawal of spring outflow into the raw water intake for the water system exceed the available outflow that shall be allowed to pass downstream, as measured at the weir described in Condition Monitoring 4.1 The Permit Holder shall maintain a record of all water takings. This record shall include the dates of water takings, as well as the taking rates and total volumes taken per day under the authorization of this Permit. The Permit Holder shall keep all required records up to date and available at or near the site of the taking and shall produce the records immediately for inspection by a Provincial Officer upon his or her request. The total amounts of water taken shall be measured using a raw water flowmeter located on the common raw water header pipe within the Kimberley-Amik-Talisman Water Treatment Plant. 4.2 The Permit Holder shall maintain a monthly record of bypass flow. This record shall rely on the staff gauge at the flow monitoring weir described and illustrated on Drawing No SD5, "Flow Monitoring Weir - Plan and Details", stamped by M.R. Slaughter, P. Eng., dated January 7, This record shall include the dates and times of water level measurement, and subsequent calculation of flow, and will represent the flow from Spring #1 and Spring #2 that shall be allowed to bypass the raw water intake system in accordance with Condition 3.3. The Permit Holder shall keep all required records up to date and available at or near the site of the taking and shall produce the records immediately for inspection by a Provincial Officer upon his or her request. 4.3 Any application submitted to the Ministry for renewal or amendment of this Permit shall be accompanied by all required records specified by Conditions 4.1 and Impacts of the Water Taking 5.1 Notification Page 4 - NUMBER FQPMP

61 The Permit Holder shall immediately notify the local District Office of any complaint arising from the taking of water authorized under this Permit and shall report any action which has been taken or is proposed with regard to such complaint. The Permit Holder shall immediately notify the local District Office if the taking of water is observed to have any significant impact on the surrounding waters. After hours, calls shall be directed to the Ministry's Spills Action Centre at For Surface-Water Takings The taking of water (including the taking of water into storage and the subsequent or simultaneous withdrawal from storage) shall be carried out in such a manner that streamflow is not stopped and is not reduced to a rate that will cause interference with downstream uses of water or with the natural functions of the stream. 6. Director May Amend Permit The Director may amend this Permit by letter requiring the Permit Holder to suspend or reduce the taking to an amount or threshold specified by the Director in the letter. The suspension or reduction in taking shall be effective immediately and may be revoked at any time upon notification by the Director. This condition does not affect your right to appeal the suspension or reduction in taking to the Environmental Review Tribunal under the Ontario Water Resources Act, Section 100 (4). The reasons for the imposition of these terms and conditions are as follows: 1. Condition 1 is included to ensure that the conditions in this Permit are complied with and can be enforced. 2. Condition 2 is included to clarify the legal interpretation of aspects of this Permit. 3. Conditions 3 through 6 are included to protect the quality of the natural environment so as to safeguard the ecosystem and human health and foster efficient use and conservation of waters. These conditions allow for the beneficial use of waters while ensuring the fair sharing, conservation and sustainable use of the waters of Ontario. The conditions also specify the water takings that are authorized by this Permit and the scope of this Permit. Page 5 - NUMBER FQPMP

62 In accordance with Section 100 of the Ontario Water Resources Act, R.S.O. 1990, you may by written Notice served upon me and the Environmental Review Tribunal within 15 days after receipt of this Notice, require a hearing by the Tribunal. Section 101 of the Ontario Water Resources Act, R.S.O. 1990, as amended, provides that the Notice requiring the hearing shall state: 1. The portions of the Permit or each term or condition in the Permit in respect of which the hearing is required, and; 2. The grounds on which you intend to rely at the hearing in relation to each portion appealed. In addition to these legal requirements, the Notice should also include: 3. The name of the appellant; 4. The address of the appellant; 5. The Permit to Take Water number; 6. The date of the Permit to Take Water; 7. The name of the Director; 8. The municipality within which the works are located; This notice must be served upon: The Secretary Environmental Review Tribunal 655 Bay Street, 15th Floor Toronto ON M5G 1E5 AND The Director, Section 34 Ministry of the Environment 733 Exeter Rd London ON N6E 1L3 Fax: (519) Further information on the Environmental Review Tribunal s requirements for an appeal can be obtained directly from the Tribunal: by telephone at (416) by fax at (416) by at This Permit cancels and replaces Permit Number BMP98, issued on 2005/06/09 12:00:00 AM. Dated at London this 19th day of June, Ian Kerr Director, Section 34 Ontario Water Resources Act, R.S.O Page 6 - NUMBER FQPMP

63 Schedule A This Schedule A forms part of Permit To Take Water FQPMP, dated June 19, Page 7 - NUMBER FQPMP

64 Appendix C PART III FORM 2

65 Drinking-Water Systems Regulation O. Reg. 170/03 OPTIONAL ANNUAL REPORT TEMPLATE Drinking-Water System Number: Drinking-Water System Name: Kimberley- Amik WTP Drinking-Water System Owner: Municipality of Grey Highlands Drinking-Water System Category: Large Municipal Residential Period being reported: January 2015 to December 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 [ X ] Is your annual report available to the public at no charge on a web site on the Internet? Yes [ X ] No [ ] Location where Summary Report required under O. Reg. 170/03 Schedule 22 will be available for inspection. Main Municipal Office 206 Toronto Street South Markdale, Ontario NOC 1HO 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 N/A 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 [[ X ] No [ ] Drinking Water Systems Regulations (PIBS 4435e01) February 2008 Page 1 of 6

66 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. [[X ] Public access/notice via the web [X] Public access/notice via Government Office [X Public access/notice via a newspaper [ ] Public access/notice via Public Request [ ] Public access/notice via a Public Library [ ] Public access/notice via other method Describe your Drinking-Water System Two springs provide the water source for the water treatment plant. The plant comprises of three (3) pre-sedimentation tanks (raw water storage tank), low lift pumps, two (2) adsorption clarifiers, two (2) rapid gravity mixed media filters and two (2) cell clear water reservoirs List all water treatment chemicals used over this reporting period Polyaluminum Chloride (main coagulant), Polymer (coagulant aid), Sodium Hypochlorite (chlorination), Sulphuric Acid and Soda Ash (ph correction), Powdered Activated Carbon (pesticide/insecticide removal in raw water), Sodium Metabisulphite (dechlorination of filter backwash). 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 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 Drinking Water Systems Regulations (PIBS 4435e01) February 2008 Page 2 of 6

67 Drinking-Water Systems Regulation O. Reg. 170/03 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 Range of HPC Results (min #)-(max #) Raw Treated Distribution Operational testing done under Schedule 7, 8 or 9 of Regulation 170/03 during the period covered by this Annual Report. Number of Grab Samples Range of Results (min #)-(max #) Turbidity Chlorine Fluoride (If the DWS provides fluoridation) 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 NOTE: For continuous monitors use 8760 as the number of samples. Parameter Date Sampled Result Unit of Measure TSS Jan mg/l TSS Feb mg/l TSS Mar mg/l TSS Apr mg/l TSS May mg/l TSS June 2015 <2 mg/l TSS July mg/l TSS Aug mg/l TSS Sept <2 mg/l TSS Oct mg/l TSS Nov mg/l TSS Dec <2 mg/l Chloramine Jan mg/l Chloramine Feb mg/l Chloramine Mar mg/l Chloramine Apr mg/l Chloramine May mg/l Chloramine June mg/l Chloramine July mg/l Drinking Water Systems Regulations (PIBS 4435e01) February 2008 Page 3 of 6

68 Drinking-Water Systems Regulation O. Reg. 170/03 Chloramine Aug mg/l Chloramine Sept mg/l Chloramine Oct mg/l Chloramine Nov mg/l Chloramine Dec mg/l Summary of Inorganic parameters tested during this reporting period or the most recent sample results Parameter Sample Date Result Value Unit of Measure Exceedance Antimony Feb. 17/15 <0.02 µg/l No Arsenic Feb. 17/15 <0.2 µg/l No Barium Feb. 17/ µg/l No Boron Feb. 17/ µg/l No Cadmium Feb. 17/15 6 µg/l No Chromium Feb. 17/ µg/l No *Lead µg/l Mercury Feb. 17/ µg/l No Selenium Feb. 17/15 <1 µg/l No Sodium Feb. 13/ mg/l No Uranium Feb. 17/ µg/l No Fluoride Feb. 13/12 <0.06 mg/l No Nitrite Nov. 16/15 <3 mg/l No Nitrate Nov. 16/ mg/l No *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 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) Summary of Organic parameters sampled during this reporting period or the most recent sample results Parameter Sample Result Unit of Exceedance Date Value Measure Alachlor Feb. 17/15 <0.02 µg/l No Aldicarb Feb. 17/15 <0.01 µg/l No Aldrin + Dieldrin Feb. 17/15 <0.01 µg/l No Atrazine + N-dealkylated metobolites Feb. 17/15 <0.01 µg/l No Drinking Water Systems Regulations (PIBS 4435e01) February 2008 Page 4 of 6

69 Drinking-Water Systems Regulation O. Reg. 170/03 Azinphos-methyl Feb. 17/15 <0.02 µg/l No Bendiocarb Feb. 17/15 <0.01 µg/l No Benzene Feb. 17/15 <0.32 µg/l No Benzo(a)pyrene Feb. 17/15 <4 µg/l No Bromoxynil Feb. 17/15 <0.33 µg/l No Carbaryl Feb. 17/15 <0.01 µg/l No Carbofuran Feb. 17/15 <0.01 µg/l No Carbon Tetrachloride Feb. 17/15 <0.16 µg/l No Chlordane (Total) Feb. 17/15 <0.01 µg/l No Chlorpyrifos Feb. 17/15 <0.02 µg/l No Cyanazine Feb. 17/15 <0.03 µg/l No Diazinon Feb. 17/15 <0.02 µg/l No Dicamba Feb. 17/15 <0.20 µg/l No 1,2-Dichlorobenzene Feb. 17/15 <0.41 µg/l No 1,4-Dichlorobenzene Feb. 17/15 <0.36 µg/l No Dichlorodiphenyltrichloroethane (DDT) Feb. 17/15 <0.01 µg/l No + metabolites 1,2-Dichloroethane Feb. 17/15 <0.35 µg/l No 1,1-Dichloroethylene Feb. 17/15 <0.33 µg/l No (vinylidene chloride) Dichloromethane Feb. 17/15 <0.35 µg/l No 2-4 Dichlorophenol Feb. 17/15 <0.15 µg/l No 2,4-Dichlorophenoxy acetic acid (2,4-D) Feb. 17/15 <0.19 µg/l No Diclofop-methyl Feb. 17/15 <0.40 µg/l No Dimethoate Feb. 17/15 <0.03 µg/l No Dinoseb Feb. 17/15 <0.36 µg/l No Diquat Feb. 17/15 <1.0 µg/l No Diuron Feb. 17/15 <0.03 µg/l No Glyphosate Feb. 17/15 <1.0 µg/l No Heptachlor + Heptachlor Epoxide Feb. 17/15 <0.01 µg/l No Lindane (Total) Feb. 17/15 <0.01 µg/l No Malathion Feb. 17/15 <0.02 µg/l No Methoxychlor Feb. 17/15 <0.01 µg/l No Metolachlor Feb. 17/15 <0.01 µg/l No Metribuzin Feb. 17/15 <0.02 µg/l No Monochlorobenzene Feb. 17/15 <0.3 µg/l No Paraquat Feb. 17/15 <1.0 µg/l No Parathion Feb. 17/15 <0.02 µg/l No Pentachlorophenol Feb. 17/15 <0.15 µg/l No Phorate Feb. 17/15 <0.01 µg/l No Picloram Feb. 17/15 <1 µg/l No Polychlorinated Biphenyls(PCB) Feb. 17/15 <0.04 µg/l No Prometryne Feb. 17/15 <0.03 µg/l No Simazine Feb. 17/15 <0.01 µg/l No THM µg/l No (NOTE: show latest annual average) Average Temephos Feb. 17/15 <0.01 µg/l No Terbufos Feb. 17/15 <0.01 µg/l No Drinking Water Systems Regulations (PIBS 4435e01) February 2008 Page 5 of 6

70 Drinking-Water Systems Regulation O. Reg. 170/03 Tetrachloroethylene Feb. 17/15 <0.35 µg/l No 2,3,4,6-Tetrachlorophenol Feb. 17/15 <0.20 µg/l No Triallate Feb. 17/15 <0.01 µg/l No Trichloroethylene Feb. 17/15 <0.44 µg/l No 2,4,6-Trichlorophenol Feb. 17/15 <0.25 µg/l No 2,4,5-Trichlorophenoxy acetic acid (2,4,5- Feb. 17/15 <0.22 µg/l No T) Trifluralin Feb. 17/15 <0.02 µg/l No Vinyl Chloride Feb. 17/15 <0.17 µg/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 N/A Drinking Water Systems Regulations (PIBS 4435e01) February 2008 Page 6 of 6

71 Appendix D WEEKLY MICROBIOLOGICAL SAMPLING

72 Appendix D Summary of Water Quality - Bacteriological Kimberley-Amik-Talisman Water System 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 16 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 9 November 16 November 23 November 30 December 7 December 14 December 21 December 29 Total No. of Samples Raw Point of Entry (POE) Distribution E. Coli/Fecal Total E. Coli/Fecal Total E. Coli/Fecal Total HPC Coliform Coliform Coliform Coliform Coliform Coliform HPC G:\2002\700\402702\Reports\2015\KAT Water System\Appendix D\Appendix D - Summary of Microbiological Water Quality.xls

73 Appendix E WATERMAIN FLUSHING RECORDS

74

75

76 Appendix F ANNUAL MONITORING RESULTS

77 Works #: SGS Canada Inc. P.O. Box Concession St. Lakefield - Ontario - KOL 2HO Phone: FAX: Mun of Grey Highlands (Kimberley Amik 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: CA15217-FEB15 Copy: #1 Phone: Fax:PDF Format CERTIFICATE OF ANALYSIS Final Report Analysis 1: Analysis Start 2: Analysis Date Start Time 3: Analysis Approval Date 4: Analysis Approval Time 5: 6: MACHalf MAC 7: AO/OG 8: MDL 9: TDW Clearwell 10: DDW1 Library OnLine LIMS Sample Date & Time 17-Feb-15 10:00 17-Feb-15 11:00 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 --- 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: <MDL --- Arsenic [ug/l] 19-Feb-15 14:00 20-Feb-15 14: <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: 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 --- 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 --- Carbon tetrachloride [ug/l] 19-Feb-15 16:03 20-Feb-15 09: <MDL --- 1,2-Dichlorobenzene [ug/l] 19-Feb-15 16:03 20-Feb-15 09: <MDL --- 1,4-Dichlorobenzene [ug/l] 19-Feb-15 16:03 20-Feb-15 09: <MDL --- 1,1-Dichloroethylene (vinylidene chloride) [ug/l] 19-Feb-15 16:03 20-Feb-15 09: <MDL --- 1,2-Dichloroethane [ug/l] 19-Feb-15 16:03 20-Feb-15 09: <MDL --- Dichloromethane [ug/l] 19-Feb-15 16:03 20-Feb-15 09: <MDL --- Monochlorobenzene [ug/l] 19-Feb-15 16:03 20-Feb-15 09: <MDL --- Tetrachloroethylene (perchloroethylene) [ug/l] 19-Feb-15 16:03 20-Feb-15 09: <MDL --- Trichloroethylene [ug/l] 19-Feb-15 16:03 20-Feb-15 09: <MDL --- Vinyl Chloride [ug/l] 19-Feb-15 16:03 20-Feb-15 09: <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 --- Paraquat [ug/l] 19-Feb-15 10:38 20-Feb-15 09: <MDL --- Glyphosate [ug/l] 18-Feb-15 17:40 23-Feb-15 10: <MDL --- Polychlorinated Biphenyls (PCBs) - Total [ug/l] 19-Feb-15 08:29 20-Feb-15 09: <MDL --- Benzo(a)pyrene [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- Alachlor [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- Aldicarb [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- Aldrin + Dieldrin [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- Aldrin [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- Dieldrin [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- Page 1 of 4 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

78 Works #: SGS Canada Inc. P.O. Box Concession St. LR Report : CA15217-FEB15 Lakefield - Ontario - KOL 2HO Phone: FAX: Analysis 1: Analysis Start 2: Analysis Date Start Time 3: Analysis Approval Date 4: Analysis Approval Time 5: 6: MACHalf MAC 7: AO/OG 8: MDL 9: TDW Clearwell 10: DDW1 Library Atrazine + N-dealkylated metabolites [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- Atrazine [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- Desethyl atrazine [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- Azinphos-methyl [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- Bendiocarb [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- Carbaryl [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- Carbofuran [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- Chlordane (total) [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- a-chlordane [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- g-chlordane [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- Oxychlordane [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- Chlorpyrifos [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- Cyanazine [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- Diazinon [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- (DDT) + Metabolites [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- op-ddt [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- pp-ddd [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- pp-dde [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- pp-ddt [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- Dimethoate [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- Diuron [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- Heptachlor + Heptachlor Epoxide [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- Heptachlor [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- Heptachlor epoxide [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- Lindane [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- Malathion [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- Methoxychlor [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- Metolachlor [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- Metribuzin [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- Parathion [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- Phorate [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- Prometryne [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- Simazine [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- Temephos [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- Terbufos [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- Triallate [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- Trifluralin [ug/l] 19-Feb-15 07:19 20-Feb-15 15: <MDL --- 2,4-dichlorophenoxyacetic acid (2,4-D) [ug/l] 20-Feb-15 07:28 23-Feb-15 14: <MDL --- 2,4,5-trichlorophenoxyacetic acid (2,4,5-T) [ug/l] 20-Feb-15 07:28 23-Feb-15 14: <MDL --- Bromoxynil [ug/l] 20-Feb-15 07:28 23-Feb-15 14: <MDL --- Dicamba [ug/l] 20-Feb-15 07:28 23-Feb-15 14: <MDL --- Diclofop-methyl [ug/l] 20-Feb-15 07:28 23-Feb-15 14: <MDL --- Dinoseb [ug/l] 20-Feb-15 07:28 23-Feb-15 14: <MDL --- Picloram [ug/l] 20-Feb-15 07:28 23-Feb-15 14: <MDL --- 2,4-dichlorophenol [ug/l] 20-Feb-15 07:28 23-Feb-15 14: <MDL --- 2,4,6-trichlorophenol [ug/l] 20-Feb-15 07:28 23-Feb-15 14: <MDL --- 2,3,4,6-tetrachlorophenol [ug/l] 20-Feb-15 07:28 23-Feb-15 14: <MDL --- Pentachlorophenol [ug/l] 20-Feb-15 07:28 23-Feb-15 14: <MDL --- MAC - Maximum Acceptable Concentration Half MAC - Half of the Maximum Acceptable Concentration AO/OG - Aesthetic Objective / Operational Guideline MDL - SGS Method Detection Limit 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-004 Page 2 of 4 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

79 Works #: SGS Canada Inc. P.O. Box Concession St. LR Report : CA15217-FEB15 Lakefield - Ontario - KOL 2HO Phone: FAX: OnLine LIMS Parameter Description SGS Method Code 3 1,2-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 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-018 Page 3 of 4 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

80 Works #: SGS Canada Inc. P.O. Box Concession St. LR Report : CA15217-FEB15 Lakefield - Ontario - KOL 2HO Phone: FAX: Parameter Description SGS Method Code 71 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 Carrie Greenlaw Project Specialist Environmental Services, Analytical OnLine LIMS Page 4 of 4 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

81 Works #: SGS Canada Inc. P.O. Box Concession St. Lakefield - Ontario - KOL 2HO Phone: FAX: Mun of Grey Highlands (Kimberley Amik WTP) Attn : Shawn Moyer P.O. Box 409, 50 Lorne St. Markdale, ON N0C 1H0, 21-April-2015 Date Rec. : 15 April 2015 LR Report: CA15281-APR15 Copy: #1 Phone: Fax:PDF Format CERTIFICATE OF ANALYSIS Final Report Sample ID Sample Date & Time Temperature Upon Receipt C Field ph Lead ug/l 1: Analysis Start Date Apr-15 2: Analysis Start Time :28 3: Analysis Approval Date Apr-15 4: Analysis Approval Time :18 5: MAC : MDL : TAP-PR Kitchen House #183 Lanktree Drive 1st 13-Apr-15 12: : TAP-PR Kitchen House #183 Lanktree Drive 2nd 13-Apr-15 12: : TAP-PR Laundry 105 Wodehouse 1st 13-Apr-15 13: : TAP-PR Laundry 105 Wodehouse 2nd 13-Apr-15 13: : TAP-PR Laundry 107 Kimberley Court 1st 13-Apr-15 13: : TAP-PR Laundry 107 Kimberley Court 2nd 13-Apr-15 13: : TAP-PR Laundry 123 Kimberley Court 1st 13-Apr-15 13: : TAP-PR Laundry 123 Kimberley Court 2nd 13-Apr-15 13: : TAP-PR Laundry 209 Talisman MT Drive 1st 14-Apr-15 10: : TAP-PR Laundry 209 Talisman MT Drive 2nd 14-Apr-15 10: : TAP-PR Laundry 115 Centre St 1st 14-Apr-15 11: : TAP-PR Laundry 115 Centre St 2nd 14-Apr-15 11: : TAP-PR Laundry 112 Centre St 1st 14-Apr-15 11: : TAP-PR Laundry 112 Centre St 2nd 14-Apr-15 11: : TAP-PR Kitchen Grey Rd 13 1st 14-Apr-15 11: : TAP-PR Kitchen Grey Rd 13 2nd 14-Apr-15 11: : TAP-PR Kitchen Grey RD 13 1st 14-Apr-15 11: : TAP-PR Kitchen Grey RD 13 2nd 14-Apr-15 11: OnLine LIMS MAC - Maximum Acceptable Concentration MDL - SGS Method Detection Limit 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

82 Works #: SGS Canada Inc. P.O. Box Concession St. LR Report : CA15281-APR15 Lakefield - Ontario - KOL 2HO Phone: FAX: Method Descriptions Parameter Description SGS Method Code Lead Lead by ICP-MS Drinking Water ME-CA-[ENV]SPE-LAK-AN-006 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

83 Works #: SGS Canada Inc. P.O. Box Concession St. Lakefield - Ontario - KOL 2HO Phone: FAX: Mun of Grey Highlands (Kimberley Amik WTP) Attn : Shawn Moyer P.O. Box 409, 50 Lorne St. Markdale, ON N0C 1H0, 24-April-2015 Date Rec. : 16 April 2015 LR Report: CA15319-APR15 Copy: #1 Phone: Fax:PDF Format CERTIFICATE OF ANALYSIS Final Report Sample ID Sample Date & Time Temperature Upon Receipt C Field ph Alkalinity mg/l as CaCO3 1: Analysis Start Date Apr Apr-15 2: Analysis Start Time :04 09:25 3: Analysis Approval Date Apr Apr-15 4: Analysis Approval Time :56 11:27 5: MAC : AO/OG : MDL : DW Fire Hydrant #10 Kimberley Court 1st 15-Apr-15 11: : DW Fire Hydrant #10 Kimberley Court 2nd 15-Apr-15 11: : DW Fire Hydrant #34 Centre Street 1st 15-Apr-15 12: : DW Fire Hydrant #34 Centre Street 2nd 15-Apr-15 12: : TAP-NR Kitchen Tap Kimberley Library 1st 15-Apr-15 13: : TAP-NR Kitchen Tap Kimberley Library 2nd 15-Apr-15 13: : TAP-PR Kitchen Tap Grey Road #13 1st 14-Apr-15 11: : TAP-PR Kitchen Tap Grey Road #13 2nd 14-Apr-15 11: Lead ug/l 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 Lead Lead by ICP-MS Drinking Water ME-CA-[ENV]SPE-LAK-AN-006 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

84 Works #: SGS Canada Inc. P.O. Box Concession St. Lakefield - Ontario - KOL 2HO Phone: FAX: Mun of Grey Highlands (Kimberley Amik 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: CA16173-MAY15 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 7: SRW Springs 8: TDW Clearwell 9: DDW 1 Library 10: DDW 2 House #183 Sample Date & Time 11-May-15 10:00 11-May-15 10:00 11-May-15 08:40 11-May-15 11:00 Temperature Upon Receipt [ C] Field Total Chlorine [mg/l] Field Free Chlorine [mg/l] Total Coliform [cfu/100ml] 12-May-15 14:35 14-May-15 10: E. Coli [cfu/100ml] 12-May-15 14:35 14-May-15 10: Heterotrophic Plate Count (HPC) [cfu/1ml] 12-May-15 14:00 14-May-15 12: Nitrite (as N) [mg/l] 12-May-15 20:26 13-May-15 13: <MDL Nitrate (as N) [mg/l] 12-May-15 20:26 13-May-15 13: Nitrate + Nitrite (as N) [mg/l] 12-May-15 20:26 13-May-15 13: Trihalomethanes (total) [ug/l] 13-May-15 16:17 15-May-15 12: Bromodichloromethane [ug/l] 13-May-15 16:17 15-May-15 12: Bromoform [ug/l] 13-May-15 16:17 15-May-15 12: <MDL --- Chloroform [ug/l] 13-May-15 16:17 15-May-15 12: Dibromochloromethane [ug/l] 13-May-15 16:17 15-May-15 12: 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

85 Works #: SGS Canada Inc. P.O. Box Concession St. LR Report : CA16173-MAY15 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 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

86 Works #: SGS Canada Inc. P.O. Box Concession St. Lakefield - Ontario - KOL 2HO Phone: FAX: Mun of Grey Highlands (Kimberley Amik 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: CA17904-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 7: SRW Springs 8: TDW Clearwell 9: DDW1 Kimberley Library 10: DDW2 House #183 Sample Date & Time 17-Aug-15 11:15 17-Aug-15 11:15 17-Aug-15 08:15 17-Aug-15 08:45 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 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] 18-Aug-15 16:45 20-Aug-15 09: Bromodichloromethane [ug/l] 18-Aug-15 16:45 20-Aug-15 09: Bromoform [ug/l] 18-Aug-15 16:45 20-Aug-15 09: <MDL --- Chloroform [ug/l] 18-Aug-15 16:45 20-Aug-15 09: Dibromochloromethane [ug/l] 18-Aug-15 16:45 20-Aug-15 09: Total Coliform [cfu/100ml] 18-Aug-15 12:35 20-Aug-15 14: E. Coli [cfu/100ml] 18-Aug-15 12:35 20-Aug-15 14: Heterotrophic Plate Count (HPC) [cfu/1ml] 18-Aug-15 12:00 20-Aug-15 14: OnLine LIMS MAC - Maximum Acceptable Concentration MDL - SGS Method Detection Limit 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

87 Works #: SGS Canada Inc. P.O. Box Concession St. LR Report : CA17904-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

88 Works #: SGS Canada Inc. P.O. Box Concession St. Lakefield - Ontario - KOL 2HO Phone: FAX: Mun of Grey Highlands (Kimberley Amik WTP) Attn : Shawn Moyer P.O. Box 409, 50 Lorne St. Markdale, ON N0C 1H0, 13-October-2015 Date Rec. : 06 October 2015 LR Report: CA17703-OCT15 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 ph no unit Alkalinity mg/l as CaCO3 Total Dissolved Solids mg/l Calcium mg/l Langelier'sTotal Coliform Index C E. Coli Heterotrophic cfu/100ml Plate Count (HPC) cfu/1ml 1: Analysis Start Date Oct Oct Oct Oct Oct Oct Oct-15 2: Analysis Start Time :35 06:35 07:38 19: :00 15:00 14:25 3: Analysis Approval Date Oct Oct Oct Oct Oct Oct Oct-15 4: Analysis Approval Time :57 13:57 09:23 11: :48 16:48 11:55 5: MAC : AO/OG : MDL : SRW Springs 05-Oct-15 12: : TDW Clearwell 05-Oct-15 12: : DDW 1 Library 05-Oct-15 10: : DDW 2 House # Oct-15 10: OnLine LIMS MAC - Maximum Acceptable Concentration AO/OG - Aesthetic Objective / Operational Guideline MDL - SGS Method Detection Limit 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

89 Works #: SGS Canada Inc. P.O. Box Concession St. LR Report : CA17703-OCT15 Lakefield - Ontario - KOL 2HO Phone: FAX: Method Descriptions Parameter Description SGS Method Code Alkalinity Alkalinity by Titration ME-CA-[ENV]EWL-LAK-AN-006 Calcium Calcium by ICP-MS drinking water ME-CA-[ENV]SPE-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-006 Total Coliform Total Coliform by membrane filtration using DC media ME-CA-[ENV]MIC-LAK-AN-001 Total Dissolved Solids Total Dissolved Solids by Gravimetric ME-CA-[ENV]EWL-LAK-AN-005 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

90 Works #: SGS Canada Inc. P.O. Box Concession St. Lakefield - Ontario - KOL 2HO Phone: FAX: Mun of Grey Highlands (Kimberley Amik WTP) Attn : Shawn Moyer P.O. Box 409, 50 Lorne St. Markdale, ON N0C 1H0, 20-November-2015 Date Rec. : 17 November 2015 LR Report: CA17945-NOV15 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 7: SRW Springs 8: TDW Clearwell 9: DDW1 Library 10: DDW2 House #183 Sample Date & Time 16-Nov-15 11:00 16-Nov-15 11:00 16-Nov-15 08:30 16-Nov-15 09:00 Temperature Upon Receipt [ C] Field Total Chlorine [mg/l] Field Free Chlorine [mg/l] Nitrite (as N) [mg/l] 20-Nov-15 07:11 20-Nov-15 14: <MDL Nitrate (as N) [mg/l] 20-Nov-15 07:11 20-Nov-15 14: Nitrate + Nitrite (as N) [mg/l] 20-Nov-15 07:11 20-Nov-15 14: Trihalomethanes (total) [ug/l] 17-Nov-15 15:34 20-Nov-15 08: Bromodichloromethane [ug/l] 17-Nov-15 15:34 20-Nov-15 08: Bromoform [ug/l] 17-Nov-15 15:34 20-Nov-15 08: <MDL --- Chloroform [ug/l] 17-Nov-15 15:34 20-Nov-15 08: Dibromochloromethane [ug/l] 17-Nov-15 15:34 20-Nov-15 08: Total Coliform [cfu/100ml] 17-Nov-15 12:05 18-Nov-15 12: E. Coli [cfu/100ml] 17-Nov-15 12:05 18-Nov-15 12: Heterotrophic Plate Count (HPC) [cfu/1ml] 17-Nov-15 11:30 19-Nov-15 09: OnLine LIMS MAC - Maximum Acceptable Concentration MDL - SGS Method Detection Limit 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

91 Works #: SGS Canada Inc. P.O. Box Concession St. LR Report : CA17945-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 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

92 Appendix G CALIBRATION REPORTS

93 INSTRUMENTATION CALIBRATION REPORT CUSTOMER INFORMATION Customer Municipality of Grey Highlands Address 156 Talisman Blvd City/Town Kimberley ON Water Plant 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 # FIT/FQ 10 Cal Date May 14/15 Due Date May 14/16 Cal Freq Yearly Location Raw Water Description Flow Indicating Transmitter Manufacturer Fuji Electric Model FLVS1213-0YYYY Serial # Q2J1293T Accuracy 3% Range L/s; 4-20 ma Pump run 5-7 L/s MEASURING EQUIPMENT Manufacturer Fluke Model 725 Serial # Cal Reference Fluke Traceability NIST Accuracy 0.02% + 2 cnts Range 4-20 ma Prosonic 93 Traverse x2 Wall Thickness 10.4 OD Pipe Mat. PVC Sensor Distance K 34 E + H Prosonic B6E19000 NIST.5% INPUT L/s % OUTPUT*AAV L/s UUT READING AS FOUND UUT READING AS LEFT % ERROR AS FOUND % ERROR AS LEFT L/s ma FQ *Actual Applied Value % 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

94 INSTRUMENTATION CALIBRATION REPORT CUSTOMER INFORMATION Customer Municipality of Grey Highlands Address 156 Talisman Blvd City/Town Kimberley ON Water Plant 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 # FIR 10 Cal Date May 14/15 Due Date May 14/16 Cal Freq Location Description Manufacturer Model Serial # Accuracy Range 2 Wire Sim Yearly Raw Water Recorder S Flow Indicating Recorder Autocon & computer 1% L/s; 4-20 ma Black +; Red - MEASURING EQUIPMENT Manufacturer Fluke Model 725 Serial # Cal Reference Fluke Traceability NIST Accuracy 0.02% + 2 cnts Range 4-20 ma INPUT ma % OUTPUT*AAV L/s 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

95 INSTRUMENTATION CALIBRATION REPORT CUSTOMER INFORMATION Customer Municipality of Grey Highlands Address 156 Talisman Blvd City/Town Kimberley ON Water Plant 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 # FIT 200 Cal Date May 12/15 Due Date May 12/16 Cal Freq Yearly Location Filter #2 Effluent Description Flow Indicating Transmitter Manufacturer Krohne Model AquaFlux F/6 Serial # A IP67 Accuracy 1% Range 0-20 L/s DN 100 mm 4" PN 150 PSI GKL MEASURING EQUIPMENT Manufacturer Fluke Model 725 Serial # Cal Reference Fluke Traceability NIST Accuracy 0.02% + 2 cnts Range 4-20 ma Krohne GS 8A % INPUT SIM L/s 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: AS LEFT Pass: Fail: TECHNICIAN'S NOTES CERTIFIED BY: CET, CCST Level III Technician

96 INSTRUMENTATION CALIBRATION REPORT CUSTOMER INFORMATION Customer Municipality of Grey Highlands Address 156 Talisman Blvd City/Town Kimberley ON Water Plant 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 # FIR 200 Cal Date May 12/15 Due Date May 12/16 Cal Freq Location Description Manufacturer Model Serial # Accuracy Range 2 Wire Sim Yearly Filter #2 Effluent Flow Indicating Recorder Autocon & computer 2% 0-20 L/s Black +; Red - MEASURING EQUIPMENT Manufacturer Fluke Model 725 Serial # Cal Reference Fluke Traceability NIST Accuracy 0.02% + 2 cnts Range 4-20 ma INPUT ma % OUTPUT*AAV L/s 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

97 INSTRUMENTATION CALIBRATION REPORT CUSTOMER INFORMATION Customer Municipality of Grey Highlands Address 156 Talisman Blvd City/Town Kimberley ON Water Plant 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 # FQ 200 Cal Date May 12/15 Due Date May 12/16 Cal Freq Location Description Manufacturer Model Serial # Accuracy Range Yearly Filter #2 Effluent Flow Integrator Autocon & computer 1% 0-2 L/s; PPM MEASURING EQUIPMENT Manufacturer NexXTech Model 09A10 Serial # Cal Reference Traceability NIST Accuracy.0001 Range Fluke Fluke NIST 0.02% + 2 cnts 4-20 ma INPUT L/s ma OUTPUT*AAV PPM 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 AS LEFT Pass: Pass: As Left As Found Difference TECHNICIAN'S NOTES Fail: Fail: CERTIFIED BY: CET, CCST Level III Technician

98 INSTRUMENTATION CALIBRATION REPORT CUSTOMER INFORMATION Customer Municipality of Grey Highlands Address 156 Talisman Blvd City/Town Kimberley ON Water Plant 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 # FIT 100 Cal Date May 12/15 Due Date May 12/16 Cal Freq Yearly Location Filter #1 Effluent Description Flow Indicating Transmitter Manufacturer Krohne Model AquaFlux F/6 Serial # A IP67 Accuracy 1% Range 0-20 L/s DN 100 mm 4" PN 150 PSI GKL 5.19 MEASURING EQUIPMENT Manufacturer Fluke Model 725 Serial # Cal Reference Fluke Traceability NIST Accuracy 0.02% + 2 cnts Range 4-20 ma Krohne GS 8A % INPUT SIM L/s 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: AS LEFT Pass: Fail: TECHNICIAN'S NOTES CERTIFIED BY: CET, CCST Level III Technician

99 INSTRUMENTATION CALIBRATION REPORT CUSTOMER INFORMATION Customer Municipality of Grey Highlands Address 156 Talisman Blvd City/Town Kimberley ON Water Plant 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 # FQ 100 Cal Date May 12/15 Due Date May 12/16 Cal Freq Location Description Manufacturer Model Serial # Accuracy Range Yearly Filter #1 Effluent Flow Integrator Autocon & computer 2% 0-20 L/s; PPM MEASURING EQUIPMENT Manufacturer NexXTech Model 09A10 Serial # Cal Reference Traceability NIST Accuracy.0001 Range Fluke Fluke NIST 0.02% + 2 cnts 4-20 ma INPUT L/s ma OUTPUT*AAV PPM 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 AS LEFT Pass: Pass: As Left As Found Difference TECHNICIAN'S NOTES Fail: Fail: CERTIFIED BY: CET, CCST Level III Technician

100 INSTRUMENTATION CALIBRATION REPORT CUSTOMER INFORMATION Customer Municipality of Grey Highlands Address 156 Talisman Blvd City/Town Kimberley ON Water Plant 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 # FIR 100 Cal Date May 12/15 Due Date May 12/16 Cal Freq Location Description Manufacturer Model Serial # Accuracy Range 2 Wire Sim Yearly Filter #1 Effluent Flow Indicating Recorder Autocon & computer 1% L/s Black +; Red - MEASURING EQUIPMENT Manufacturer Fluke Model 725 Serial # Cal Reference Fluke Traceability NIST Accuracy 0.02% + 2 cnts Range 4-20 ma INPUT ma % OUTPUT*AAV L/s 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

101 INSTRUMENTATION CALIBRATION REPORT CUSTOMER INFORMATION Customer Municipality of Grey Highlands Address 156 Talisman Blvd City/Town Kimberley ON Water Plant 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 # FIT 50 Cal Date May 14/15 Due Date May 14/16 Cal Freq Yearly Location Pumped Distribution Description Flow Indicating Transmitter Manufacturer Fuji Electric Model FLVS1213-0YYYY Serial # Q2J1290T Accuracy 3% Range L/s; 4-20 ma MEASURING EQUIPMENT Manufacturer Fluke Model 725 Serial # Cal Reference Fluke Traceability NIST Accuracy 0.02% + 2 cnts Range 4-20 ma Prosonic 93 Traverse 1 Pipe Thickness 9.00 mm Pipe OD Pipe Mat. Ductile Iron Sensor Distance mm ABB Magmaster NIST.5% INPUT L/s % OUTPUT*AAV L/s UUT READING AS FOUND UUT READING AS LEFT % ERROR AS FOUND % ERROR AS LEFT L/s ma *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

102 INSTRUMENTATION CALIBRATION REPORT CUSTOMER INFORMATION Customer Municipality of Grey Highlands Address 156 Talisman Blvd City/Town Kimberley ON Water Plant 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 # FQ 50 Cal Date May 14/15 Due Date May 14/16 Cal Freq Location Description Manufacturer Model Serial # Accuracy Range Yearly Pumped Dist. Total Flow Flow Integrator Autocon & computer 2% 0-1 L/s; PPM MEASURING EQUIPMENT Manufacturer NexXTech Model 09A10 Serial # Cal Reference Traceability NIST Accuracy.0001 Litres % OUTPUT*AAV m 3 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 AS LEFT Pass: 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 Address 156 Talisman Blvd City/Town Kimberley ON Water Plant 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 # FIR 50 Cal Date May 14/15 Due Date May 14/16 Cal Freq Location Description Manufacturer Model Serial # Accuracy Range 2 Wire Sim Yearly Pumped Distribution Recorder Scada Flow Indicating Recorder Autocon & computer 2% L/s; 4-20 ma Black +; Red - MEASURING EQUIPMENT Manufacturer Fluke Model 725 Serial # Cal Reference Fluke Traceability NIST Accuracy 0.02% + 2 cnts Range 4-20 ma INPUT ma % OUTPUT*AAV L/s 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

104 INSTRUMENTATION CALIBRATION REPORT CUSTOMER INFORMATION Customer Municipality of Grey Highlands Address 156 Talisman Blvd City/Town Kimberley ON Water Plant 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 # FIT 51 Cal Date May 14/15 Due Date May 14/16 Cal Freq Yearly Location Gravity Distribution Flow Description Flow Ind. Transmitter Manufacturer Rosemount Model 8712DR12NOM4 Serial # Accuracy 0.5% Range m 3 /hr or L/s DN 4" mm Self Test ok Zero Check ok Loop Test ok Status/Condition ok MEASURING EQUIPMENT Manufacturer Fluke Model 725 Serial # Cal Reference Fluke Traceability NIST Accuracy 0.02% + 2 cnts Range 4-20 ma Rosemount AMS Software INPUT SIM % 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: AS LEFT Pass: Fail: TECHNICIAN'S NOTES CERTIFIED BY: CET, CCST Level III Technician

105 INSTRUMENTATION CALIBRATION REPORT CUSTOMER INFORMATION Customer Municipality of Grey Highlands Address 156 Talisman Blvd City/Town Kimberley ON Water Plant 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 # FIR 51 Cal Date May 14/15 Due Date May 14/16 Cal Freq Location Description Manufacturer Model Serial # Accuracy Range TX Range 2 Wire Sim Yearly Gravity Distribution Flow Indicating Recorder Autocon & computer 2% L/s; 4-20 ma m 3 /hr = L/s Black +; Red - MEASURING EQUIPMENT Manufacturer Fluke Model 725 Serial # Cal Reference Fluke Traceability NIST Accuracy 0.02% + 2 cnts Range 4-20 ma INPUT ma % OUTPUT*AAV L/s 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

106 INSTRUMENTATION CALIBRATION REPORT CUSTOMER INFORMATION Customer Municipality of Grey Highlands Address 156 Talisman Blvd City/Town Kimberley ON Water Plant 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 # FQ 51 Cal Date May 14/15 Due Date May 14/16 Cal Freq Location Description Manufacturer Model Serial # Accuracy Range Yearly Gravity Dist. Total Flow Flow Integrator Autocon & computer 2% L/s; PPM MEASURING EQUIPMENT Manufacturer NexXTech Model 09A10 Serial # Cal Reference Traceability NIST Accuracy.0001 INPUT L/s ma OUTPUT*AAV PPM 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 AS LEFT Pass: Pass: As Left As Found Difference TECHNICIAN'S NOTES Fail: Fail: CERTIFIED BY: CET, CCST Level III Technician

107 INSTRUMENTATION CALIBRATION REPORT CUSTOMER INFORMATION Customer Municipality of Grey Highlands Address 156 Talisman Blvd City/Town Kimberley ON Water Plant 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 # PDIT 1 Cal Date May 12/15 Due Date May 12/16 Cal Freq Yearly Location Clarifier 1 Diff. Scada System Description Pressure Diff. Ind. Transmitter Manufacturer Bailey Model PTDDD12120EDO1A Serial # 5A Accuracy 1% Range m WC; 4-20 ma MEASURING EQUIPMENT Manufacturer Beta Model 321 Serial # Cal Reference TechniCAL Traceability NIST Accuracy 0.025% Range Fluke Fluke NIST 0.02% + 2 cnts 4-20 ma INPUT m WC cm WC 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: AS LEFT Pass: Fail: TECHNICIAN'S NOTES CERTIFIED BY: CET, CCST Level III Technician

108 INSTRUMENTATION CALIBRATION REPORT CUSTOMER INFORMATION Customer Municipality of Grey Highlands Address 156 Talisman Blvd City/Town Kimberley ON Water Plant 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 # PDI 1 Cal Date May 12/15 Due Date May 12/16 Cal Freq Location Description Manufacturer Model Serial # Accuracy Range Yearly Clarifier 1 Diff. Scada System Pressure Diff. Indicator Autocon & computer 1% m WC; 4-20 ma MEASURING EQUIPMENT Manufacturer Fluke Model 725 Serial # Cal Reference Fluke Traceability NIST Accuracy 0.02% + 2 cnts Range 4-20 ma INPUT ma % OUTPUT*AAV m WC 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

109 INSTRUMENTATION CALIBRATION REPORT CUSTOMER INFORMATION Customer Municipality of Grey Highlands Address 156 Talisman Blvd City/Town Kimberley ON Water Plant 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 # PDIT 2 Cal Date May 12/15 Due Date May 12/16 Cal Freq Yearly Location Clarifier 2 Diff. Description Pressure Diff. Ind. Transmitter Manufacturer Bailey Model PTDDD12120EDO1A Serial # 4K Accuracy 1% Range m WC; 4-20 ma Range cm WC MEASURING EQUIPMENT Manufacturer Beta Model 321 Serial # Cal Reference TechniCAL Traceability NIST Accuracy 0.025% Range Fluke Fluke NIST 0.02% + 2 cnts 4-20 ma INPUT m WC cm WC 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: AS LEFT Pass: Fail: TECHNICIAN'S NOTES CERTIFIED BY: CET, CCST Level III Technician

110 INSTRUMENTATION CALIBRATION REPORT CUSTOMER INFORMATION Customer Municipality of Grey Highlands Address 156 Talisman Blvd City/Town Kimberley ON Water Plant 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 # PDI 2 Cal Date May 12/15 Due Date May 12/16 Cal Freq Location Description Manufacturer Model Serial # Accuracy Range Yearly Clarifier 2 Diff. Scada System Pressure Diff. Indicator Autocon & computer 1% m WC; 4-20 ma MEASURING EQUIPMENT Manufacturer Fluke Model 725 Serial # Cal Reference Fluke Traceability NIST Accuracy 0.02% + 2 cnts Range 4-20 ma INPUT ma % OUTPUT*AAV m WC 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

111 INSTRUMENTATION CALIBRATION REPORT CUSTOMER INFORMATION Customer Municipality of Grey Highlands Address 156 Talisman Blvd City/Town Kimberley ON Water Plant 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 # PDIT 3 Cal Date May 12/15 Due Date May 12/16 Cal Freq Yearly Location Diff. Pressure Absorption Clarifier #1 Description Pressure Diff. Ind. Transmitter Manufacturer Bailey Model PTDDD12120EDO1A Serial # 5A Accuracy 1% Range m WC; 4-20 ma cm WC MEASURING EQUIPMENT Manufacturer Beta Model 321 Serial # Cal Reference TechniCAL Traceability NIST Accuracy 0.025% Range Fluke Fluke NIST 0.02% + 2 cnts 4-20 ma INPUT m WC cm WC 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: AS LEFT Pass: Fail: TECHNICIAN'S NOTES CERTIFIED BY: CET, CCST Level III Technician

112 INSTRUMENTATION CALIBRATION REPORT CUSTOMER INFORMATION Customer Municipality of Grey Highlands Address 156 Talisman Blvd City/Town Kimberley ON Water Plant 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 # PDI 3 Cal Date May 12/15 Due Date May 12/16 Cal Freq Location Description Manufacturer Model Serial # Accuracy Range Yearly Diff. Pressure Absorption Clarifier #1 Pressure Diff. Indicator Autocon & computer 1% m WC; 4-20 ma MEASURING EQUIPMENT Manufacturer Fluke Model 725 Serial # Cal Reference Fluke Traceability NIST Accuracy 0.02% + 2 cnts Range 4-20 ma INPUT ma % OUTPUT*AAV m WC 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

113 INSTRUMENTATION CALIBRATION REPORT CUSTOMER INFORMATION Customer Municipality of Grey Highlands Address 156 Talisman Blvd City/Town Kimberley ON Water Plant 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 # PDIT 4 Cal Date May 12/15 Due Date May 12/16 Cal Freq Yearly Location Diff. Pressure Absorption Clarifier #2 Description Pressure Diff. Ind. Transmitter Manufacturer Bailey Model PTDDD12120EDO1A Serial # 5A Accuracy 1% Range m WC; 4-20 ma cm WC MEASURING EQUIPMENT Manufacturer Beta Model 321 Serial # Cal Reference TechniCAL Traceability NIST Accuracy 0.025% Range Fluke Fluke NIST 0.02% + 2 cnts 4-20 ma INPUT cm WC % 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 Test Unit Results AS FOUND Pass: Fail: AS LEFT Pass: Fail: TECHNICIAN'S NOTES CERTIFIED BY: CET, CCST Level III Technician

114 INSTRUMENTATION CALIBRATION REPORT CUSTOMER INFORMATION Customer Municipality of Grey Highlands Address 156 Talisman Blvd City/Town Kimberley ON Water Plant 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 # PDI 4 Cal Date May 12/15 Due Date May 12/16 Cal Freq Location Description Manufacturer Model Serial # Accuracy Range Yearly Diff. Pressure Absorption Clarifier #2 Pressure Diff. Indicator Autocon & computer 1% m WC; 4-20 ma MEASURING EQUIPMENT Manufacturer Fluke Model 725 Serial # Cal Reference Fluke Traceability NIST Accuracy 0.02% + 2 cnts Range 4-20 ma INPUT ma % OUTPUT*AAV m WC 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

115 INSTRUMENTATION CALIBRATION REPORT CUSTOMER INFORMATION Customer Municipality of Grey Highlands Address 156 Talisman Blvd City/Town Kimberley ON Water Plant 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 # FE 200 Cal Date May 12/15 Due Date May 12/16 Cal Freq Yearly Location Filter #2 Effluent Description Flow Element Manufacturer Krohne Model AquaFlux F/6 Serial # A IP67 Accuracy 1% Range 0-20 L/s DN 100 mm / 4" PN 150 PSI GKL MEASURING EQUIPMENT Manufacturer Fluke Model 725 Serial # Cal Reference Fluke Traceability NIST Accuracy 0.02% + 2 cnts Range 4-20 ma Krohne GS 8A % X = Q x K x F GKL x DN x DN Y1 = 4+(16) = Y5.00 = 4+(16) = ma X = 20 x x x 100 x 100 Y2.50 = 4+(16) = Y1.25 = 4+(16) = X = Y1.25 = 4+(16) = Test Unit Results AS FOUND Pass: Fail: AS LEFT Pass: Fail: TECHNICIAN'S NOTES CERTIFIED BY: CET, CCST Level III Technician

116 INSTRUMENTATION CALIBRATION REPORT CUSTOMER INFORMATION Customer Municipality of Grey Highlands Address 156 Talisman Blvd City/Town Kimberley ON Water Plant 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 # FE 100 Cal Date May 12/15 Due Date May 12/16 Cal Freq Yearly Location Filter #1 Effluent Description Flow Element Manufacturer Krohne Model AquaFlux F/6 Serial # A IP67 Accuracy 1% Range 0-20 L/s DN 100 mm 4" PN 150 PSI GKL 5.19 MEASURING EQUIPMENT Manufacturer Fluke Model 725 Serial # Cal Reference Fluke Traceability NIST Accuracy 0.02% + 2 cnts Range 4-20 ma Krohne GS 8A % X = Q x K x F GKL x DN x DN Y1 = 4 + (16) = Y 5.00 = 4 + (16) = ma = 20 x x x 100 x 100 Y 2.50 = 4 + (16) = Y 1.25 = 4 + (16) = = Y = 4 + (16) = *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

117 Appendix H MOECC DRINKING WATER SYSTEM INSPECTION REPORT

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