EDMONTON WATERWORKS - EPCOR · commissioned and completed by Q3 of 2017; • ELS Lowlift PH Intake Upgrade/ Travelling water screens upgrade – construction was commissioned and

EDMONTON WATERWORKS

ANNUAL REPORT TO ALBERTA ENVIRONMENT AND WATER

2016

Approval Number 638-03-00

2016 ANNUAL REPORT

TABLE OF CONTENTS PAGE

1.0 Overview

1.1 Overview .................................................................................................................. 1 1.2 Process Schematic – Rossdale (Plants 1 & 2) ......................................................... 5 1.3 Process Schematic – E. L. Smith (Plant 4) .............................................................. 6 1.4 Summary of Violations and Major Incidents ............................................................. 7 1.5 Alberta Environmental Operator Certifications ....................................................... 13 1.6 Demand Production Statistics (Estimated highlift flow) .......................................... 19 1.7 Energy Consumption and Usage ........................................................................... 20

2.0 Raw Pumpage, Treated Pumpage and Distribution System

2.1 Storage Capacities of Reservoirs .......................................................................... 21 2.2 Reservoir Pressure Operating Ranges .................................................................. 22 2.3 Fire Hall and other City Pressure Limits ................................................................. 23 2.4 Regional Customers .............................................................................................. 24 2.5 Pumping Facilities within the City of Edmonton Distribution System ..................... 25 2.6 Production Summary ............................................................................................. 26 2.7 Raw Water Intake (ML) .......................................................................................... 27 2.8 Treated Water Production (ML) ............................................................................. 28

3.0 Water Quality

3.1 Raw Water Quality – North Saskatchewan River ................................................... 29 3.2 Treated Water Quality Entering the Distribution System ........................................ 30 3.3 Rossdale Filters 1 - 9 Particle Counts (no./mL,>2um) ........................................... 31 3.4 E.L. Smith Filters 1 - 9 Particle Counts (no./mL,>2um) .......................................... 32 3.5 E.L. Smith Filters 10 -18 Particle Counts (no./mL,>2um) ....................................... 33 3.6 Rossdale Filters 1 – 9 Turbidity (NTU) ................................................................... 34 3.7 E.L. Smith Filters 1 – 9 Turbidity (NTU) ................................................................. 35 3.8 E.L. Smith Filters 10 – 18 Turbidity (NTU) ............................................................. 36 3.9 Combined Filter Effluent Water Quality .................................................................. 37 3.10 Rossdale UV Disinfection – Filters 1 - 3 ................................................................. 38 3.11 Rossdale UV Disinfection – Filters 4 - 6 ................................................................. 39 3.12 Rossdale UV Disinfection – Filters 7 - 9 ................................................................ 40 3.13 E. L. Smith UV Disinfection – UV Reactors 1 - 4 ................................................... 41 3.14 Log Removal .......................................................................................................... 42

4.0 Chemicals

4.1 Liquid Alum Chemical Consumption ...................................................................... 43 4.2 Primary Polymer (Magnafloc LT 27AG) Chemical Consumption ........................... 44 4.3 Carbon Chemical Consumption ............................................................................. 45 4.4 Chlorine and Sodium Hypochlorite Chemical Consumption ................................... 46

4.5 Filter Polymer (Magnafloc LT 7996) Chemical Consumption ................................. 47 4.6 Aqua Ammonia Chemical Consumption ................................................................ 48 4.7 Caustic Soda Chemical Consumption .................................................................... 49 4.8 Fluoride Chemical Consumption ............................................................................ 50 4.9 Sodium Bisulfite Chemical Consumption ............................................................... 51

5.0 Waste Streams

5.1 Waste Stream Volumes (ML) ................................................................................. 52 5.2 Rossdale Clarifier Blowdown, Clarifier Washdown and Backwash Water

Waste Stream Data ........................................................................................................ 53 5.3 Rossdale Waste Stream Data ................................................................................ 54 5.4 E.L. Smith Clarifier Blowdown, Clarifier Washdown and Backwash Water Waste

Stream Data ........................................................................................................... 55 5.5 E.L. Smith Waste Stream Data .............................................................................. 56

6.0 Reservoir Chlorine Residual Part 1 .............................................................. 57 6.1 Reservoir Chlorine Residual Part 2 ......................................................................... 58 7.0 Quality Assurance

7.1 Water Quality Objectives ...................................................................................... 59 7.2 Summary of Major Chemicals, Microbiological and Physical Parameters ............ 60 7.3 Summary of Laboratory Analysis .......................................................................... 61 7.4 Bacteriological Data: Water Treatment Plants ...................................................... 62 7.5 Bacteriological Data: Distribution System ............................................................. 63 7.6 Giardia and Cryptosporidium ................................................................................ 67 7.7 Treated Water Entering the Distribution System .................................................. 69 7.8 Rossdale and E.L. Smith combined Filter Effluent Water Analysis ....................... 77 7.9 Routine Distribution System ................................................................................. 79 7.10 Castledowns, Clareview and Kaskitayo Reservoir................................................ 83 7.11 Londonderry, Millwoods, and North Jasper Place Reservoir ................................ 87 7.12 Ormsby, Papaschase 1 and Papaschase 2 Reservoir ......................................... 91 7.13 Rosslyn 1, Rosslyn 2 and Thorncliff Reservoir ..................................................... 95 7.14 Routine Distribution System, Field Reservoirs, Fire Stations

and Staff Residences ......................................................................................... 99 7.15 Raw River Water ................................................................................................ 102 7.16 Statistics on Water Quality Complaint Samples ................................................. 113 7.17 Method Detection Limits ..................................................................................... 114 7.18 Explanation of Notations Used ........................................................................... 123

1.1 Overview

Through 2016, EPCOR Water Services Inc. (EWSI) continued to satisfy all water

demand requirements while meeting our strict water quality criteria. Despite

growth of the service population, total demand in 2016 fell as compared to 2015

due to the cooler, wetter summer conditions. Residential per capita and total per

capita values also continued to trend downward primarily due to the installation of

water efficient fixtures and appliances. Rossdale WTP and E.L. Smith WTP were

converted from Direct Filtration (DF) to conventional treatment on February 29th

and March 3rd respectively to prepare for the spring runoff. It arrived earlier than

previous years but was short-lived and very mild. The spring runoff did not bring

any taste and odour concerns and required far less chemicals to treat, as

compared to previous years. Mountain runoff, which normally hits the North

Saskatchewan River (NSR) in Edmonton in June and usually brings high

turbidity, was also very mild. The heavy rainfalls in July did increase the river raw

water turbidity to ~1700 NTU and colour to ~40 TCU but the water plants were

able to treat the river water quality easily. Near the end of August, significant

storm events upstream of Edmonton caused the NSR level to rise almost 4

meters in less than a day, bringing high turbidity ~3000 NTU and unusually high

colour of greater than 200 TCU. This high river level event caused a considerable

amount of damage within one of the pumphouses at E.L. Smith WTP. Both water

treatment plants struggled to produce water during this event and demand

management measures were implemented for four days due to low reservoir

levels.

Edmonton WTPs continued to focus on optimizing chemical dosing and

minimizing release of water treatment plant solid residuals to the NSR. Several

process initiatives were investigated to improve plant performance during DF and

solids reduction:

• Higher dosages of filter polymer of up to 2 mg/L were tested in the plants

during DF operation. Zeta potential and filter performance were monitored

during this time in an attempt to optimize filter polymer dose.

• A plant trial was carried out at E.L. Smith for the second consecutive year

during which sulphuric acid was injected into one of the raw water lines to

reduce clarifier influent pH. The objective of the trial was to determine if

pH reduction through the clarifiers would improve filter performance during

the early fall period when raw water pH is relatively high.

• A pilot plant trial was conducted for an alternate filter polymer (LT-7995) in

an effort to improve filter run times and filter effluent quality during direct

filtration.

Conversion from conventional treatment to DF was delayed for both plants due to

the unusually high colour in the NSR that arrived with the high river level in late

August and lasted until the end of 2016. Rossdale WTP converted to DF on

December 19th. E.L. Smith WTP converted Clarifier 3 and Stage 1 filters to DF on

November 28th to accommodate the pH adjustment trial, but was converted back

to conventional treatment on December 3rd due to river water quality. The full E.L.

Smith WTP was converted to DF on December 28th, but was converted back to

conventional treatment on December 30th due to low water production and high

process losses in DF mode. E.L. Smith WTP successfully converted to DF on

January 6, 2017. Despite the challenges, the WTPs were still able to reduce total

solids discharged to the NSR by 41% during the months of January – February

2016 compared to baseline conventional operation. In-stream sampling and

monitoring of WTPs clarifier waste stream discharges to NSR continued in 2016

to further understand the impacts of residuals discharge on the river

environment.

There were a total of four AEP approval contraventions at the WTPs in 2016, as

detailed in Section 1.4 Summary of Violations and Notifications. WTPs continue

to improve the integrated safety and environmental management system in

accordance with the ISO14001:2004 and OHSAS 18001:2007 standards.

Surveillance audits were conducted in late November 2016 for Rossdale and E.L.

Smith WTPs, along with the reservoir sites.

EWSI continued to upgrade the water treatment plants and the reservoir assets.

Thirty-four capital projects under different programs were initiated in 2016 with a

total spending of approximately $13.1M. Some of the major projects are as

follows:

• Rossdale Polymer System Upgrade – construction was commissioned and

completed by Q2 2016;

• Rossdale Chem spill upgrade – construction in progress, plan to be

commissioned and completed by Q2 of 2017;

• ROS - Filter Underdrain Upgrades (Filter# 9) – construction in progress, plan

to be commissioned and completed by Q2 of 2017;

• ROS - Guardhouse and Fence – construction in progress, plan to be

commissioned and completed by Q3 of 2017;

• ELS Lowlift PH Intake Upgrade/ Travelling water screens upgrade –

construction was commissioned and completed by Q4 2016;

• Construction completed for the two new booster stations – Big Lake in the

NW and Walker in the SE. Both sites are commissioned and working on

addressing all deficiencies.

In 2016, Water Distribution and Transmission repaired 242 water main breaks on

the distribution system in Edmonton, with the majority of main breaks occurring

on cast iron pipes. While this number is the lowest number of main breaks

experienced since 1961, the trend of a higher proportion of breaks occurring on

larger diameter mains continued. The general trend of decrease in water main

break activity continued and this improvement in overall reliability of the water

distribution system can be attributed to the water main replacement programs as

well as the use of more reliable pipe materials in both replacement and new

water main construction.

In 2016, the Uni-Directional Flushing program completed flushing and valve

exercising in about 33% of Edmonton (2,112 runs).This program is a five-year

cycle with area prioritization emphasis placed on water quality parameters,

percentage of Cast Iron Mains, and the relative success of the previous flush.

The transmission valve inspection program is ongoing. Water Distribution and

Transmission Customer Satisfaction index year-end results were 77.8% and

finished above the 74% target.

EWSI continues to provide water and wastewater services and expertise to

numerous communities in Alberta, British Columbia, Regina, as well as industrial

sites in Fort McMurray.

As we move into 2017, we will continue to focus our efforts on the production of

and distribution of high quality water, customer satisfaction, protection of the

environment, workplace safety and cost effectiveness. We will continue to ensure

our customers receive best value for the services we provide them. More detail

on our progress towards meeting our EnviroVista Stewardship community will be

included in our annual EnviroVista report, which will uploaded to epcor.com by

June 30th, 2017.

(End of Section)

UV Inactivation

On Site Reservoirs

High Lift Pumps

Field Reservoirs & Customers

9 Filters

North Saskatchewan River

1.2 Process Schematic - Rossdale (Plants 1 & 2)

Clarifers

Stilling Basin

Clarifers

Low Lift Pumps

Stilling Basin

Clarifier Drains to River

Bypass* (when required)

Backwash & Filter to Waste to River*

Filter Polymer

Sodium Hypochlorite

Alum

Primary Polymer

Carbon (Seasonally)

Ammonia Sodium Hypochlorite (trim) Caustic Soda Fluoride

Sodium Hypochlorite

* All chlorinated waste streams are dechlorinated prior to discharge to the river

Three On-Site Reservoirs

High Lift Pumps

North Saskatchewan River

C3 Eff Channel

18 Filters

C1/C2 Eff Channel

Field Reservoirs & Customers

Clarifer 3

1.3 Process Schematic - E. L. Smith (Plant 4)

Clarifer 2

Low Lift Pumphouse #1

Clarifer 1

Low Lift Pumphouse #2

Mixer Building

UV InactivationAmmonia Sodium Hypochlorite (trim) Caustic Soda Fluoride

Sodium Hypochlorite

Alum (Jet Mixer) Carbon (Seasonally)

Backwash & Filter

Clarifiers Drain to

Bypass To River* (when required)

Filter Polymer

Sodium Hypochlorite

Filter Polymer

Primary Polymer Primary Polymer

* All chlorinated waste streams are dechlorinated prior to discharge to the river

1.4 Summary of Violations and Notifications for 2016

EPCOR Incident Number

Description Date of Incident

AESRD Report File

Number

PH-00448

A water sample collected on January 22, 2016 from the E.L. Smith reservoir tested positive for E. coli. Resamples from the same reservoir and from distribution samples on January 23 were all negative for Total Coliforms and E. coli. Identification of bacteria in the E. coli positive sample suggest that it was a raw water sample, that is, the employee erroneously filled the Res Out sample bottle with raw water. It was determined that a sampling error occurred where the sample was erroneously taken from the raw water tap and labeled as a treated water sample from the reservoir.

22-JAN-16 307574

PH-00483

A sample as part of the random distribution monitoring program tested positive for total coliforms. Following AEP’s Protocol for Failed Bacteriological Results, we attempted to collect a set of four resamples - upstream, downstream and two at the original site. The collection of the first set of resamples happened on Sunday and we were not able to access the business location as it was closed. On this day only three samples were collected (upstream, downstream, and at the nearby fire hydrant). All had chlorine and turbidity within normal operating ranges and all bacteriological results were negative for total coliform and E. coli. The following day (Monday), two more samples were collected from the business itself, one at the original sampling point, and one at an alternate point. Both samples had chlorine and turbidity within normal operating ranges and all bacteriological results were negative for total coliform and E. coli.

13-MAY-16 311408

PH-00496

Approximately 6 m of lead service pipe line was replaced at a customer’s residence, Following procedures on commissioning; samples were collected and submitted to the Lab for microbiological testing. The crew was unable to collect samples at the residence because the owner was away and collected the sample from a hose-bib. The sample tested positive for total coliforms but had normal levels of chlorine and turbidity. Following AEP’s Protocol for Failed Bacteriological Results, four samples were collected – upstream, downstream and two at the original location. All had chlorine and turbidity within normal operating ranges and all bacteriological results were negative for total coliform and E. coli.

26-MAY-6 311956




AESRD Report File

Number

PH-00497

As per AEP Approval 638-03-00, Schedule 3, E.L. Smith WTP is to provide continuous monitoring on filter turbidity. On June 1st, 2016, filter 18 NTU meter was flushed and after the flush the meter went to 0.01 NTU and stayed there until the filter was shut off on June 2nd @ 03:40 am. At 15:45 Filter 18 was brought back "On-line", but the NTU meter remained @ 0.01 NTU even though the filter particle counter did spike as per normal during "Filter to Waste". No check turbidity meter alarm came up on SCADA. The filter remained on-line and on June 4th @ 00:54, an Operator checked the meter and the meter then started to respond again. Hourly filter effluent turbidity grab samples were not taken during the period the analyzer was not responding as per Operations Program and Approval requirements. The maximum filter effluent average Particle count during this period did not exceed 12 c/ml. The maximum reservoir influent NTU was 0.04 during this period. Production from filter 18 on the first occurrence was 8 ML. On the second occurrence it was 30 ML.

01-JUN-16 311408

PH-00499

This incident was reported to AEP on June 9, 2016 at approximately 10:30 am. AEP Reference #: 312487 As per AEP Approval 638-03-00, Schedule 3 and the 2016 Edmonton Waterworks Operations Program, Section 2.3.5, E.L. Smith WTP is to provide continuous monitoring of Log Removal Credit. On June 8, 2016, at 14:50 the Log Removal program on the primary ELS SCADA system stopped working. There was no alarm. 19:03. Operations noticed log removal program not working and put plant to bypass to reset the Log Removal program. The program was reset at 19:36. 19:53 plant back online and Log Removal program was working again. All of the analyzers and meters supplying data to the Log Removal program were functioning during this time. This data was used to manually calculate the Log Removal credit in 15 minute intervals that the Log Removal program was not functioning and the plant was online. The minimum Log Removal credits calculated during this time were above minimum approval requirements: Crypto = 7.0, Giardia = 7.4, Virus = 21.3.

08-JUN-16 311956

PH-00507

An existing hydrant, control valve and lead were replaced in the area of 80th street and 120th avenue Edmonton. Prior to recommissioning a water sample was collected from the hydrant that resulted in total coliform positive. Following AEP’s Protocol for Failed Bacteriological Results, resamples - upstream, downstream and at the original site were collected. All resamples were negative for total coliforms and E. coli. All samples had chlorine residual and turbidity within normal range.

16-JUL-16 313915




AESRD Report File

Number

PH-00522

Drinking water did not meet the minimum requirement for percent Ultraviolet transmittance (UVT) for the UV disinfection system at the E.L. Smith water treatment plant, and was pumped into the finished water reservoir and distribution system for several hours. To prevent depletion of reservoir storage to critical levels by the morning of August 25, the E. L. Smith production was diverted to finished water reservoirs and distribution system with the percent UVT at approximately 87%. Minimum requirement is 88%. At the time of the incident, the quality of the raw water supply in the North Saskatchewan River had deteriorated significantly due to an intensive rainstorm event upstream in the watershed in the days prior to the incident.

25-AUG-16 315485

PH-00524

Water distribution sample taken at convenience store as part of routine distribution sampling program tested positive for Total Coliforms. Chlorine and turbidity levels were normal. Four resamples were collected as per the AEP Protocol for Failed Bacteriological Results. Chlorine and turbidity were all within normal operating ranges. Total Coliform and E. coli were negative. It was suspected that the normal disinfection procedure that was followed was not sufficient to remove levels of contamination that the utility tap might have had.

23-AUG-16 315417

PH-00520

After a lead service renewal a sample was taken from a kitchen tap. The aerator could not be removed without a tool, so a sample was taken with it on. This resulted in a Total Coliform Positive. Resamples were collected as per the AEP Protocol for Failed Bacteriological Results. Chlorine and turbidity were all within normal operating ranges. Total Coliform and E. coli were negative for the resample. During the re-sampling event, the aerator was removed, and debris was cleaned from the kitchen tap. The resample at this location was negative for Total Coliform.

17-AUG-16 315177

PH-00517

A renewal project found a necessary valve to be inoperable. After the valve was replaced the line was flushed. A water sample at the nearby hydrant resulted in a Total Coliform Positive as per the AEP Protocol for Failed Bacteriological Results, resamples were taken at the original source and two locations upstream. However, with the renewal project still underway, a downstream location was not possible. Chlorine and turbidity were all within normal operating ranges. Total Coliform and E. coli were negative for the resamples.

12-AUG-16 314982

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AESRD Report File

Number

PH-00514

Positive coliform indication occurred after a water sample was performed on newly installed hydrant barrel (H9029). As per the Failed Bacteriological Result protocol, a crew flushed H9029 and took a resample at the hydrant as well as upstream and downstream resamples from neighbouring hydrants. All resamples were negative for Total Coliforms, and E. coli. and had chlorine residual and turbidity within normal range.

03-AUG-16 314696

ENV-01301

On August 16, 1:30 pm, as per routine operational practice every quarter, a sample was taken from the clarifier blowdown at the E.L. Smith Water Treatment Plant for testing. Every quarter, a sample is collected of clarifier blowdown (which is river solids coagulated with alum) and tested by an external laboratory. This practice goes beyond approval requirements. This event was reported as a notification only to Alberta Environment and Parks on September 15th, 2016. During mid-August, very heavy rains in the upstream NSR basin resulted in the NSR having very high flows (peaked at 1,400 cms) and also extremely high suspended solids concentrations and turbidity levels. In operating the E.L. Smith plant to produce potable water it was necessary to use relatively high alum doses to ensure public health protection and the clarifier blowdown was measured to have TSS concentrations. This waste stream is discharged to the river using an in-stream, mid-channel diffuser which uses in-stream mixing for rapid dilution to avoid in-stream adverse effects on biota. The sample collected did exhibit in the laboratory rainbow trout some affects at undiluted strength. At dilutions that the diffuser would achieve in the river no fish populations would have been expected to be affected.

01-SEP-16 316176

PH-00528

On Thursday September 1, 2016 a main renewal-tie in for was completed and sampled. Main was put back into service after disinfection, flushing, and water quality sampling. On September 3rd the construction coordinator was notified that the samples had tested positive for Total Coliform. Following AEP protocol, a flush was conducted and resamples obtained. All resamples results were negative for Total Coliform.

03-SEP-16 315813


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AESRD Report File

Number

PH-00531

A city of Edmonton crew repairing a sanitary service line for an apartment hit a water service line. EPCOR was contacted and closed the water service, then hooked up temporary water service during repairs. The EPCOR crew used the same temporary adapter in the repair trench to obtain a water sample which tested positive for Total Coliforms and E. Coli, likely from contamination on the outside of the adapter. Chlorine was within normal range. Resamples collected from two locations at the original address and from upstream and downstream were all negative for Total Coliforms, E. Coli and had normal Chlorine residual and turbidity. The distribution system would have been at very low risk for contamination as the water service line had continuous flow and pressure.

10-SEP-16 316031

PH-00538

Following a complaint of poor quality water EPCOR found low chlorine residual and high turbidity. Total Coliform and E. Coli were negative. Approval to Operate requires 75% of resamples within a 24 hour period be equal to or greater than 0.5 mg/L for chlorine. EPCOR crews were not able to obtain the required 4 samples in the area within 24 hours. The area is a single feed main with only 4 single family residences beyond the last hydrant. The area has low water demand causing the original low chlorine. EPCOR was not able to gain access to all the residences within the 24 hours to complete the required sampling. Resamples were collected after 24 hours, these were negative for Total Coliforms, E. Coli and had chlorine and turbidity within normal ranges.

22-SEP-16 316541

PH-00542

EPCOR Crew fixed a hydrant leak. After finishing repairs a water sample was collected on October 3rd. However, we did not process the sample until October 7th. The stale sample resulted in a Total Coliform positive, but chlorine and turbidity were within normal ranges. Following AEP protocol, the location was flushed, and 4 new samples were collected from the same source on October 8th. Final results were received October 11th, all samples negative for Total Coliform and E. coli. They were all within normal ranges for chlorine and turbidity.

08-OCT-16 317059







AESRD Report File

Number

PH-00543

Customer complaint of Taste and Odor on October 1st from a residence that had been vacant for several months. We initially advised them to flush all taps in the residence. Customer called back on October 7th with a similar concern. A sample on October 7th was collected at in the kitchen from a pull-out spray head, as this was the location of the continued water quality concern. The spray head was not properly disinfected prior to sampling and resulted in a Total Coliform positive. Four resamples, including one at the same spray were obtained. The spray head was Total Coliform positive a second time. All samples were normal for chlorine and turbidity in both sets. A second EPCOR crew was dispatched to the location. This time the spray head was disassembled and properly disinfected. Five resamples were obtained this time; all were negative for Total Coliform and E. Coli. They were also within normal range for chlorine and turbidity.

10-OCT-16 317060

PH-00559

A weekly analysis for chlorate at the Edmonton water treatment plants from a sample collected December 27th was above the maximum allowable concentration of 1 mg/L as per the Guidelines for Canadian Drinking Water Quality. Re-samples were taken December 27, 28, and 30 from the distribution system and from both water plants. A second set of re-samples were also sent to a third party lab for analyses. It was determined that our internal lab results were in error and that chlorate levels were 0.1 mg/L. The cause of the internal lab error was instrumentation that was not fully conditioned after undergoing scheduled maintenance.

30-DEC-16 319584

(End of Section)


1.5 Alberta Environment Operator Certifications (Effective up to year end 2016) Operator Contact Number: EPCOR Water Services Dispatch (24-hr) (780) 412-6800

ROSSDALE WATER TREATMENT PLANT (LEVEL IV) Employee Name Title Alberta Environment Certification

Level Director, Edmonton Water Treatment Plants

Senior Manager, Operations Operations Engineer

Manager, Operations WT IV Manager, Transmission Operations WT III Foreman WT III Foreman WT III Foreman WT IV Operator I WT III Foreman/HEI WT IV Foreman WT III Foreman/Training WT III Foreman/Transmission WT III Lead Hand WT II Foreman WT IV Foreman WT IV Operator I/Training WT III Operator I/Transmission WT II Lead Hand WT II Operator I WT II Lead Hand WT III Lead Hand WT III Operator I WT II Lead Hand WT IV, WD III, WWC III, WWT II Operator I WT I

Operator I WT II Operator I WT II WD III

Operator I WT II Operator I WT II, WWT II Operator I WT I Operator I WT I, WD II, WWC I, WWTI Operator I WT II, WD II, WWC II, WWT I Operator I WT I

Operator I WT I


E.L. SMITH WATER TREATMENT PLANT (LEVEL IV) Employee Name Title Alberta Environment Certification Level Director, Edmonton Water Treatment Plants

Senior Manager, Operations Operations Engineer

Manager, Operations WT IV Foreman/Training WT IV Foreman WT III Foreman WT IV Foreman/HEI WT IV Foreman WT IV, WWT I Foreman WT IV Lead Hand WT IV Lead Hand WT II Lead Hand WT II

Lead Hand WT II Lead Hand (Temporary) WT II Lead Hand (Temporary) WT III Lead Hand (Temporary) WT II

Operator I WT II,WD II, WWC II,WWT I Operator I WT I

Operator I WT I Operator I WT II Operator 1 WT I

DISTRIBUTION SYSTEM (LEVEL IV FACILITY) WATER DISTRIBUTION (WD) – Network Maintenance

Employee Name Title Alberta Environment Certification Level Manager Distribution Mtce. WD II Foreman III WD III Foreman III WD IV Foreman III WD III Foreman III WD II Foreman III WD IV Foreman I WD II Foreman I WD II Foreman I WD II Foreman I WD II Foreman I WD II Foreman I WD II Foreman I WD II Foreman I WD II

WD III Foreman I Foreman 1 WD II


DISTRIBUTION SYSTEM (LEVEL IV FACILITY) WATER DISTRIBUTION (WD) – Network Maintenance (continued)

Employee Name Title Alberta Environment Certification Level Foreman I WD II Foreman I WD II Foreman I WD II Equipment Operator III WD II Equipment Operator III WD I Equipment Operator III WD II Equipment Operator III WD II Equipment Operator III WD I Equipment Operator III WD I Equipment Operator III WD I Equipment Operator III WD II Equipment Operator III WD I Equipment Operator III WD I Equipment Operator III WD II Equipment Operator III WD I Truck Driver III WD I Truck Driver III WD I Truck Driver III WD I Labourer III WD II

Labourer II WD I Labourer II WD I Labourer II WD I Labourer II WD II Labourer II WD I Labourer II WD I Labourer II WD I

Labourer II WD I Labourer II WD I Labourer II WD I

Labourer II WD I Labourer II WD I Labourer II WD II Labourer II WD I Labourer II WD I Labourer II WD II

Water Systems Technical Support Specialist WD II Water Systems Technical Support Specialist WD II Water Systems Technical Support Specialist WD IV

Foreman III WD IV, WWC I Welder WD II

Foreman I WD I


DISTRIBUTION SYSTEM (LEVEL IV FACILITY) TECHNICAL SERVICES

Employee Name Title Alberta Environment Certification Level Manager, Claims & Escalations WD II

DISTRIBUTION SYSTEM (LEVEL IV FACILITY) QA & ENVIRONMENT

Employee Name Title Alberta Environment Certification Level Manager, Cross Connection Control WD II Technologist, CCC WD I

DISTRIBUTION SYSTEM (LEVEL IV FACILITY) WATER DISTRIBUTION (WD) – Network Operations

Employee Name Title Alberta Environment Certification Level Manager, Distribution Services WD II

Foreman III WD III Foreman I WD II Foreman I WD II Foreman I WD II Labourer III WD II Labourer III WD II Labourer III WD I Labourer III WD II Labourer III WD I Labourer II WD I Labourer II WD I Labourer II WD II Labourer II WD I

Labourer II WD II Labourer II WD I

Labourer II WD I Labourer II WD I

Labourer II WD II

DISTRIBUTION SYSTEM (LEVEL IV FACILITY) WATER DISTRIBUTION (WD) – Network Maintenance (continued)

Employee Name Title Alberta Environment Certification Level Labourer III WD I Labourer III WD I Labourer III WD II Maintenance Repairman I WD I Maintenance Repairman I WD I Maintenance Repairman I WD I Foreman III WD IV, WWC I


DISTRIBUTION SYSTEM (LEVEL IV FACILITY) WATER DISTRIBUTION (WD) – Network Operations (continued)

Employee Name Title Alberta Environment Certification Level Public Service Representative I WD II Public Service Representative I WD I Inspector – Water Metering WD II

Inspector – Water Metering WD IV, WWC II, WT I, WWT I

Foreman III WD II Foreman I WD II Foreman III WD II Water Systems Serviceman WD II Water Systems Serviceman WD II

Water Systems Serviceman WD II Water Systems Serviceman WD II

Water Systems Serviceman WD II Water Systems Serviceman WD III Water Systems Serviceman WD II Water Systems Serviceman WD II Water Systems Serviceman WD II Water Systems Serviceman WD II Water Systems Serviceman WD II Foreman I WD II Foreman I WD II Labourer II WD I Labourer II WD I Labourer II WD III Labourer II WD I Foreman III WD IV Meter Mech. II WD II Meter Installer II WD II Meter Installer II WD II Meter Installer I WD I Meter Installer I WD II Meter Installer I WD I Meter Installer I WD II Meter Installer I WD II Meter Installer I WD I Meter Installer I WD II Meter Installer I WD II Meter Installer I WD II Meter Installer I WD II Meter Installer I WD I Meter Installer I WD I Meter Installer I WD I


DISTRIBUTION SYSTEM (LEVEL IV FACILITY) WATER DISTRIBUTION (WD) – Network Operations (continued)

Employee Name Title Alberta Environment Certification Level Network Operator WD IV, WWC II, WT I Network Operator WD IV, WWC I Network Operator WD IV, WWC II

Network Operator WD IV, WWC II, WT I

(End of Section)

ROSSDALE ZONE E.L.SMITH ZONE SYSTEM TOTAL RESERVOIR PUMPAGEMONTHLY MAXIMUM PEAK MONTHLY MAXIMUM PEAK MONTHLY MAXIMUM PEAK ROSSDALE E. L. SMITH TOTAL

MONTH PROD'N DAILY DAILY PROD'N DAILY DAILY PROD'N DAILY DAILY ZONE ZONE (ML) (ML) FLOW DEMAND (ML) FLOW DEMAND (ML) FLOW DEMAND (ML) (ML)

(ML) (ML) (ML) (ML) (ML) (ML)JANUARY 4,083 142 159 6,547 229 230 10,630 370 358 1,035 2,457 3,492FEBRUARY 3,681 146 146 6,315 242 245 9,996 388 355 996 2,278 3,274MARCH 4,315 164 204 6,236 233 253 10,552 383 353 1,131 2,457 3,588APRIL 3,843 160 218 7,151 280 284 10,994 438 420 1,261 2,674 3,935MAY 5,741 220 279 7,789 307 305 13,530 512 532 1,526 3,121 4,647JUNE 4,919 200 196 7,354 277 273 12,273 461 464 1,317 2,820 4,137JULY 4,821 191 193 7,401 263 273 12,223 448 449 1,447 2,772 4,219AUGUST 4,445 173 183 7,421 310 273 11,866 483 430 1,298 2,855 4,152SEPTEMBER 4,160 171 209 6,970 274 267 11,130 438 405 1,076 2,618 3,694OCTOBER 4,499 172 200 6,315 237 247 10,813 386 362 1,029 2,423 3,452NOVEMBER 3,857 163 181 6,356 252 273 10,213 416 357 914 2,400 3,313DECEMBER 4,180 162 198 6,471 242 262 10,652 395 361 937 2,519 3,456

52544 82326 134872 45359

2015 - HIGH 5 DAY DEMAND PLANTS RES. RES. TOTAL 2016 2015 % CHANGEPROD'N GAIN/LOSS GAIN/LOSS DEMAND TOTAL PRODUCTION TO DATE (ML) 139,218 139,215 (3.1)

ML/d % ML ML AVG. DAILY DEMAND TO DATE (ML) 381 381 (3.4)

13-May-16 496 -0.1 -0.3 496 PEAK DAILY DEMAND TO DATE (ML) 574 574 (7.3)14-May-16 508 -0.6 -3.8 512 PEAK HOURLY DEMAND TO DATE (ML) 820 820 (7.8)15-May-16 503 -4.5 -28.1 531 HIGH 5-DAY AVERAGE TO DATE (ML) 547 547 (6.4)

16-May-16 499 -5.2 -32.8 53217-May-16 496 0.8 5.2 491 Peak daily demand of 532 ML/d occurred on May 6, 2016

AVERAGE: 512 Peak hourly demand of 756 ML/d occurred on May 15, 19:00 - 20:00.

Year to Date Data

1.6 DEMAND/PRODUCTION STATISTICS - December 2016 (Estimated HLP Flow)

(End of Section)

Energy ConsumptionPower Consumption (kWh):

2016 2015 Change - %Rossdale W.T.P. 33,054,292 31,832,600 3.84%E. L. Smith W.T.P. 44,052,026 44,452,003 -0.90%Field Pump Stations 12,649,502 12,625,163 0.19%TOTAL 89,755,820 88,909,766 0.95%

Gas Consumption (GJ):

2016 2015 Change - %Plants 94,927 93,576 1.44%Pumping Stations 3,602 3,300 9.14%TOTAL 98,529 96,876 1.71%

Water Production/Pumpage(ML):

2016 2015 Change - %Rossdale W.T.P. 52,545 54,130 -2.93%E. L. Smith W.T.P. 82,325 85,087 -3.25%Pump Stations 45,359 45,354 0.01%TOTAL 134,870 139,217 -3.12%Note: The reservoirs and booster stations are not included into these totals.

Energy Usage

2016 2015Energy Consumption for Treatment and Pumpage (kWh)

89,755,820 88,909,766

Energy in kW.h per ML pumped

665 639

Gas Consumption - All Facilities (GJ)

98,529 96,876

Gas Consumption - All Field Pump Stations (GJ)

3,602 3,300

(End of Section)

1.7 Energy Consumption and Usage

Note: 2015 production values have been corrected to match 2.6 Production Summary.

Available Storage (ML)

Fire Storage (ML)

Operating Storage (ML)

Dead/ Emergency

(ML)

Gross Storage (ML)

Rosslyn 97.54 12.56 110.1 12.93 123.03

Clareview 50.51 2.95 53.46 11.14 64.60

Papaschase 66.80 9.71 76.51 5.63 82.14

Londonderry 39.10 2.58 41.68 3.56 45.24

North Jasper Place 29.74 4.66 34.4 11.66 46.06

Ormsby 37.41 2.99 40.4 4.87 45.27

Thorncliff 37.10 2.93 40.03 3.4 43.43

Kaskitayo 21.78 3.96 25.74 3.2 28.94

Mill Woods 46.98 5.92 52.9 3.33 56.23

Castle Downs 22.70 2.41 25.11 8.93 34.04

Sub Total 449.66 50.67 500.33 68.65 568.98

Rossdale 80.42 0.00 80.42 16.98 97.40

E.L. Smith 95.20 0.00 95.20 42.30 137.50

Sub Total 175.62 0.00 175.62 59.28 234.9

GRAND TOTAL 625.28 50.67 675.95 127.93 803.88

2.1 Storage Capacities of Reservoirs

(End of Section)

Field Reservoir Sites

Water Treatment Plant Reservoirs

FacilitiesTREATMENT PLANTS Min. High PRV

Rossdale 840 (708) 860 (710) 880 (712) 900 (714) 950 (719) 960-980

E.L.Smith 950 (718) 960 (719) 980 (721) 1000 (723) 1080 (731) 1175

RESERVOIRS Inlet Disch. Fill Alarm High PRVClareview 650 649 430 (693) 530 (703) 550 (706) 580 (709) 620 (712) 610

Rosslyn 1 670 310 (702) 370 (708) 390 (710) 420 (713) 450 (716)

Rosslyn 2 671 300 (702) 330 (705) 380 (710) 410 (713) 440 (716)North Jasper Place 675 675 290 (705) 350 (711) 370 (713) 390 (715) 470 (723)Thorncliff 672 672 350 (708) 380 (711) 420 (715) 440 (717) 495 (723)

Ormsby 1 679 679 325 (712) 355 (715) 365 (716) 380 (718) 460 (726)

Castledowns 1* 679 260 (705) 300 (710) 380 (718) 400 (720) 570

Kaskitayo 1* 674 345 (709) 375 (712) 430 (718) 650 (740) 680

Papaschase 1 693 variable 120 (705) 160 (710) 200 (714) 300 (724)

Londonderry 678 678 210 (700) 430 (722) 460 (725) 490 (728) 540 (733) 570

Castledowns 679 678 260 (705) 430 (722) 460 (725) 490 (728) 540 (733) 570

Rosslyn 3 669 500 (720) 530 (723) 560 (726) 630 (733) 660

Ormsby, Lewis Estates 679 625 (743) 645 (746) 660 (747) 680 (750) 710

Kaskitayo 2 674 674 345 (709) 550 (730) 590 (734) 640 (739) 690 (744) 680

Papaschase 2 689 690 70 (696) 380 (729) 410 (732) 450 (736) 500 (741) 520

Mill Woods 679 679 270 (706) 520 (732) 550 (735) 590 (739) 620 (742) 630

BOOSTER STATIONS

Low Suct. Trip Alarm Min Normal High High High

Burnewood 695 60 (701) 550 (751) 560 (752) 580 (754) 610 (757) 620-640

Ellerslie 695 695 60 (701) 540 (750) 550 (751) 560 (752) 580 (754) 600 (756)

Terwillegar ~683 60 (689) 480 (732) 540 (738) 590 (743) 650 (749) 640

Parkland 682 620 (745) 650 (749) 700 (754) 720 (756)

Walker 724 160 410 (759) 440 (762) 480 (765) 500 (767) 650

Big Lake 678 270 365 (709) 395 (713) 425 (714) 475 (719) 625*Emergency Only

2.2 Reservoir Pressure Operating Ranges

Elev., m

Discharge

Discharge Normal Range

Normal

Operating Pressure Range, kPa (mTH)

622

(End of Section)

621

Elevationm Min. Max. Min. Max.

# Fire Hall1 10351 96 St. 661.759 703 722 400 5402 10217 107 St. 667.018 708 717 400 4903 11226 76 Ave. 667.792 708 717 395 4855 9020 111 Ave. 663.986 708 717 430 5206 8105 96 St. 663.863 708 717 430 5207 5025 118 Ave. 655.873 705 713 480 5608 12503 128 St. 674.153 708 713 330 4109 5604 50 St. 693.967 730 740 350 455

11 6110 98 Ave. 664.07* 708 717 430 52012 9020 156 St. 673.546 711 720 360 45013 4035 119 St. 669.812 716 723 450 52015 5120 97 St. 675.232 708 715 320 39016 2940 66 St. 693.516 730 740 350 45517 15505 Castledowns Rd. 680.669 715 740 340 58520 2303 105 St. 679.57 713 720 325 39521 10909 120 Ave. 668.127 708 713 390 44022 10124 123 St. 668.561 708 716 385 46524 131 Haddow Cl. 685* 717 730 305 430 New 200926 2803 34 St. 712.5 742 766 295 525 New 201128 12110 26 Ave. SW New 2015

Other City PointsWestview Village 696.7 729 742 320 450Whitemud Co-op 692 723 733 300 400Sobeys 167 Ave 91 St 682* 720 735 370 520Home Depot 17 St 707.6* 748 757 400 480Home Depot Windermere 684* 730 742 400 660 New 2011Clover Bar 731.87 803 762 300 700 New 2013TAMS 750.14 778 807 270 560 New 2013NOTE: 50 kPa ALLOWANCE FOR ALARM LIMITS AT MINIMUM AND MAXIMUM OB

(End of Section) * appoximate elevation

2.3 Fire Hall & Other City Pressure Limits

kPa m T. Head LOCATION

REGIONAL ELEVATIONCUSTOMER m HGL kPa HGL kPa HGL kPa HGL kPaSt. Albert - Sturgeon 685.173 703 175 707 214 712 263 714 283St. Albert - Oakmount** 657 700 441 702 461 712 559 718 618Morinville ** 658.977 707 471 715 550 721 608 726 657Namao * 681.495 710 280 713 309 726 437 730 476C. of Sturgeon * 692 716 231 718 255 724 314 729 363CRNWSC 655.668 699.55 450 705 484 710 533 712 553C. of Strathcona 92 Ave. 664.384 693 281 700 349 709 438 713 477Leduc SWWSC * 690.104 721 303 724 333 730 391 735 440Westview Village * 696.7 729 320 731 340 738 410 742 450River Cree * 703.7 738 336 741 366 747 424 750 454Parkland 682.353 711 276 713 301 715 320 718 350Whitemud Co-op 692 721 284 724 314 730 373 735 422* Water supply from a secondary pressure zone** St. Albert and Morinville supply from the Primary System (assuming combined flow of 125 L/s)NOTE: 30-50 kPa ALLOWANCE FOR MINIMUM AND MAXIMUM OBJECTIVE ALARM LIMITS

2.4 Regional Customers

(End of Section)

MINIMUM Normal Range HIGH

Maximum DesignFacilities Year Fixed Variable Discharge Flow

Built Total Speed Speed by Pump(ML/d)

Rossdale Plant 1947 6 4 2 4 @ 100, 2 @ 105E.L. Smith Plant 1976 4 2 2 2 @ 95, 2 @ 205

Clareview 1979 3 1 2 1 @ 14, 2 @ 30Rosslyn 1 1955 3 3 0 3 @ 20Rosslyn 2 1969 1 1 0 1 @ 22North Jasper Place 1974 4 3 1 2 @ 13, 2 @ 26Thorncliff 1970 3 3 0 3 @ 12Ormsby Place 1969 3 2 1* 2 @ 16, 1@ 32Papaschase 1 1976/82 2 2 0 2 @ 20

Londonderry 1974/79 3 1 2 2 @ 15, 1 @ 21 Castledowns 1979 3 1 2 3 @ 17Rosslyn 3 1963 3 3** 0 2 @ 26; 1@18

Parkland Booster St. 1973 2 2 0 1 @ 2, 1 @ 4Ormsby, Lewis Estates 1969 3 0 3 1 @ 20, 1@ 15, 1 @ 5

Papaschase 2 1968/71 3 2 1 2 @ 13, 1 @ 23Mill Woods 1977 5 3 2 3 @ 16, 1 @ 24, 1 @ 32Kaskitayo 1980 5 3 2 3 @ 10, 2 @ 15Terwillegar Booster St. 1998 3 2 1 3 @ 17

Burnewood Booster St. 1985 4 2 2 3 @ 19, 1 @ 14Ellerslie Booster St. 2007 2 0 2 2 @ 6

Walker Booster St. 2015 5 0 5 2 @ 2, 2 @ 7, 1@ 17Big Lake Booster St. 2016 5 0 5 2 @ 8, 2 @ 25, 1 @ 34TOTAL 74 37 33

(End of Section)

2.5 Pumping Facilities

** Rosslyn Pump 5 was converted to a booster pump in 2013 and contributes to the North Secondary zone so it now counts as a Rosslyn 3 pump.

South Tertiary Zone

Water Treatment Plants

Primary Zone

North Secondary Zone

South Secondary Zone

West Secondary Zone

*Ormsby Pump #3 can be used to support Primary Pressure Zone or West Secondary Pressure Zone depending on the discharge header valve configuation. The totals include this pump once.

South Quaternary Zone

Number of Pumps

Water Production 2016 2015 2014Treated and Pumped into the System 134,870 139,217 136,999

Water Treated at Rossdale Plants 52,545 54,130 52,378

Water Treated at E. L. Smith Plant 82,325 85,087 84,621

Supplied to Residential Customers 63,408 64,991 62,572

Supplied to Commercial/Industrial Customers 28,131 29,016 28,572

Supplied to Suburban Customers 34,825 35,986 35,416

Percentage Accounted for from:

Metered & Bulk Sources 94% 94% 93%

Assumed System Leakage 6% 6% 7%

Average Day Pumpage (ML) 370 381 375

Peak Day Demand (ML) 532 574 512

Population Served 2016 2015 2014Approximate Population Served (City) 899,447 895,000 877,926

Approximate Population Served (Region)* 313,000 294,000 289,000

Approximate Population Served (Total) 1,212,447 1,189,000 1,166,9263% 2.0% 1.9% 4.4%

Per Capita Consumption (L/cap) 2016 2015 2014

Average Day Demand 305 321 321

Peak Day Demand 439 483 439

Following are the summarized statistical data for the year ended December 31, 2015 with comparitive figures for 2014 and 2013.

2.6 Production Summary

*Note: beginning in 2015 regional customer population reporting is standardized. The method is to use the census year (2011, 2016...) as a base, then apply a growth factor to subsequent years and round to the nearest thousand. 2013, 2012, and 2011 will be corrected to follow this method. 2009 will be changed back to the original reported value.

(End of Section)

Month

Rossdale E.L. Smith

Plant 1 Plant 2Plant Total

2016

2.7 Raw Water Intake (ML)

Min Max Avg Total Min Max Avg Total

Plant TotalMin Max Avg

Plants

Combined

Total

60 65 11,637January 1,899 70 87 2,488 131 251 7,2514,387 2348061

48 66 11,048February 1,673 71 95 2,337 213 269 7,0384,010 2438158

30 65 11,829March 1,786 50 110 2,796 46 262 7,2474,582 2349058

31 140 12,380April 3,256 0.0 95 887 139 320 8,2374,143 27530109

57 104 15,035May 2,780 68 131 3,366 96 342 8,8906,145 28710990

63 100 13,538June 2,441 77 110 2,817 226 321 8,2805,258 2769481

59 80 13,479July 2,037 75 138 3,224 236 288 8,2175,261 26510466

49 65 13,358August 1,823 78 117 3,119 115 318 8,4164,942 27110159

28 86 12,644September 1,877 32 120 2,830 212 299 7,9374,707 2659463

60 105 12,694October 2,516 70 90 2,436 125 266 7,7424,953 2507981

40 89 12,002November 2,315 17 80 2,003 115 284 7,6844,318 2566777

57 99 12,632December 2,501 60 83 2,309 126 281 7,8214,811 2527481

Annual Total 26,904 30,612 57,517 94,760 152,277

342461380.014028 2598474Annual

Min/Max/Avg

Month

Rossdale (Plant 1 & Plant 2) E.L. Smith

Avg

Min Max

2016

2.8 Treated Water Production (ML)

Avg AvgMaxMin

Estimated (Highlift Flow)

AvgMaxMin

Plants Combined

Flow Meters Flow Meters

Total

Total Total Total

6,187.41 1,649.95 31.0 6,559.82 1,649.95 31.00 1753.6 5.4 4076.9 31.0 1,662.89 1741.4 1,662.89January 39 213 0.0 2804,084 6,174 2940.0 6,547 343 10,631132 199 211

5,921.10 1,315.52 29.0 6,290.52 1,315.52 29.00 1589.7 5.2 3682.7 29.0 1,291.00 1585.5 1,291.00February 0.0 210 0.0 2823,682 5,946 2960.0 6,315 345 9,997127 205 218

5,860.49 1,431.50 31.0 6,253.48 1,431.50 31.00 1782.6 10.3 4333.7 31.0 1,448.64 1790.4 1,448.64March 0.0 215 0.0 2814,316 5,843 2990.0 6,236 340 10,552139 188 201

6,740.37 1,633.99 30.0 7,148.92 1,633.99 30.00 1674.6 7.1 3851.2 30.0 1,631.58 1676.2 1,631.58April 0.0 306 0.0 2893,843 6,743 3040.0 7,151 366 10,994128 225 238

7,396.29 1,857.76 31.0 7,786.40 1,857.76 31.00 1588.0 10.6 5763.6 31.0 1,855.59 1600.6 1,855.59May 0.0 307 0.0 3045,740 7,398 3190.0 7,789 436 13,529185 239 251

6,980.35 1,725.12 30.0 7,341.68 1,725.12 30.00 1693.4 7.3 4916.0 30.0 1,712.90 1683.2 1,712.90June 3.1 293 0.0 2924,919 6,993 3060.0 7,354 409 12,273164 233 245

7,039.28 1,885.21 31.0 7,404.84 1,885.21 31.00 1762.3 5.4 4832.3 31.0 1,888.62 1767.0 1,888.62July 0.0 289 141 2894,822 7,036 302147 7,401 394 12,224156 227 239

7,065.33 1,818.41 31.0 7,440.40 1,818.41 31.00 1638.3 5.4 4440.0 31.0 1,838.15 1627.4 1,838.15August 2.1 215 0.0 2874,446 7,046 3000.0 7,421 383 11,866143 227 239

6,581.43 1,801.66 30.0 6,950.66 1,801.66 30.00 971.2 5.2 4197.3 30.0 1,782.37 1002.6 1,782.37September 0.0 300 0.0 2874,161 6,601 3040.0 6,970 371 11,131139 220 232

5,949.88 1,431.79 31.0 6,327.25 1,431.79 31.00 1640.6 5.4 4473.1 31.0 1,444.41 1608.2 1,444.41October 0.0 252 0.0 2864,500 5,937 3020.0 6,315 349 10,815145 192 204

5,995.31 1,686.86 30.0 6,369.22 1,686.86 30.00 1648.4 5.2 3878.9 30.0 1,699.99 1664.7 1,699.99November 0.0 213 0.0 2863,857 5,982 3010.0 6,356 340 10,214129 199 212

6,077.29 1,721.43 31.0 6,466.75 1,721.43 31.00 1672.5 5.4 4180.3 31.0 1,716.80 1666.3 1,716.80December 2.3 214 0.0 2854,181 6,082 3010.0 6,471 344 10,652135 196 209

Annual Total

Annual

Min/Max/Avg 3040.03070.0

52,550 82,32677,781 134,876

0.0 319213 225144 369

NOTES: ' -- ' indicates plant offline

- Estimated flows are based on UV effluent flow meters to address inaccuracy of highlift flow meters.

- As of July 1, 2009, plants combined data is the sum of Rossdale flow meters and E.L. Smith estimated flow

data.

Colour (TCU)Month

Min

3.1 Raw Water Quality - North Saskatchewan River

Max Avg

pHTurbidity (NTU) pHTurbidity (NTU)

AvgMaxMin

2016

Rossdale E.L. Smith

Fluoride

(mg/L)

Fluoride

(mg/L)

Min AvgMax Min Max Avg AvgMaxMin Min AvgMax

Colour (TCU)

Avg Avg

January 7.9 8.1 8.1 7.7 23 1.7 2.5 1.6 18 2.5 8.0 8.0 0.12 0.12 2.3 1.6 1.5 2.8 3.0 2.3

February 8.0 8.1 8.1 7.8 9.4 2.1 3.3 2.4 6.0 3.5 8.0 8.1 0.11 0.11 2.3 1.9 1.5 2.8 3.6 2.2

March 8.0 8.2 8.2 8.0 40 3.2 8.0 3.5 50 9.0 8.1 8.1 0.14 0.10 4.5 2.2 1.6 21.7 11.8 4.4

April 8.1 8.5 8.4 8.0 550 3.9 35 5.2 700 45 8.3 8.3 0.11 0.11 5.0 3.3 2.7 10.6 8.2 5.2

May 8.2 8.5 8.5 8.1 120 2.3 20 3.0 100 22 8.3 8.4 0.12 0.12 11.0 2.1 2.2 47.1 60.0 10.6

June 8.3 8.6 8.7 8.2 75 1.3 8.2 3.0 50 9.5 8.5 8.5 0.14 0.14 9.9 5.0 4.7 32.8 29.4 9.2

July 8.1 8.6 8.5 8.0 1,300 1.2 75 2.4 1,700 110 8.4 8.4 0.14 0.14 14.4 4.9 4.9 36.0 44.8 13.9

August 7.9 8.5 8.5 7.9 3,200 3.3 160 6.1 2,300 140 8.3 8.4 0.13 0.13 34.4 8.5 9.0 204.0 160.0 31.8

September 8.1 8.5 8.5 6.2 100 4.7 21 3.3 100 20 8.3 8.3 0.12 0.11 31.8 13.8 12.8 80.9 80.8 31.1

October 8.2 8.6 8.4 8.1 45 3.0 9.5 3.2 40 9.1 8.2 8.3 0.12 0.11 24.4 13.0 12.2 50.4 51.8 23.8

November 8.2 8.4 8.4 7.6 19 2.7 4.9 2.9 15 4.5 8.1 8.2 0.12 0.11 15.9 7.7 3.2 26.0 26.1 15.3

December 8.0 8.3 8.2 7.3 8.0 1.8 3.6 2.4 75 4.1 8.0 8.1 0.13 0.13 7.1 5.1 4.3 9.4 9.4 6.8

AnnualMin/Max/Avg 8.6 7.9 8.7 6.2 32 2,300 1.6 30 3,200 1.2 8.2 8.3 0.13 0.12 13.6 204.0 1.6 1.5 160.0 13.1


Rossdale

Month

Min

3.2 Treated Water Quality Entering the Distribution System

Max Avg

Turbidity

(NTU)

Chloramine

Residual (mg/L) pHFluoride

Residual (mg/L)

AvgMaxMin AvgMaxMin AvgMaxMin Min AvgMax Min AvgMax Min Max Avg Min Max Avg

2016

E.L. Smith

Turbidity

(NTU)

Chloramine

Residual (mg/L) pHFluoride

Residual (mg/L)

Total Hardness

(mg/L as CaC03)

Colour

(TCU)

Colour

(TCU)

Avg Avg Avg Avg

Total Hardness

(mg/L as CaC03)

January 1.90 2.14 7.9 8.0 0.56 0.76 1.87 2.15 7.7 8.2 0.65 0.85 2.00 8.1 0.72 0.3 175 0.03 0.07 0.03 0.2 174 0.66 7.9 2.02 0.04 0.08 0.04

February 1.90 2.37 7.9 8.0 0.62 0.74 1.86 2.13 7.7 8.0 0.65 0.86 2.01 7.9 0.72 0.3 167 0.03 0.05 0.03 0.3 170 0.69 7.9 2.06 0.05 0.09 0.04

March 1.50 2.20 7.6 7.9 0.65 0.83 1.87 2.24 7.5 7.9 0.65 0.81 2.00 7.7 0.68 0.3 171 0.04 0.06 0.03 0.2 171 0.71 7.7 2.02 0.04 0.07 0.04

April 1.80 2.19 7.6 7.8 0.60 0.86 1.81 2.07 7.5 7.8 0.55 0.78 1.97 7.6 0.65 0.4 171 0.04 0.11 0.03 0.4 171 0.66 7.7 1.98 0.05 0.08 0.05

May 1.80 2.19 7.4 7.8 0.60 0.85 1.77 2.20 7.3 7.8 0.59 0.88 2.00 7.6 0.64 0.5 176 0.04 0.08 0.03 0.4 175 0.68 7.7 2.02 0.05 0.08 0.03

June 1.60 2.36 7.5 7.9 0.65 0.88 1.75 2.16 7.5 7.8 0.62 0.82 1.99 7.6 0.67 0.6 181 0.04 0.07 0.03 0.4 181 0.69 7.7 1.98 0.05 0.07 0.04

July 1.60 2.15 7.6 8.3 0.63 0.86 1.86 2.10 7.5 7.8 0.59 0.83 1.97 7.7 0.65 0.6 189 0.05 0.07 0.04 0.5 191 0.68 7.8 1.97 0.06 0.07 0.04

August 1.60 2.25 7.6 7.9 0.64 0.84 1.63 2.16 7.1 7.9 0.59 0.68 1.99 7.7 0.63 0.8 183 0.05 0.10 0.04 0.5 180 0.68 7.8 2.00 0.06 0.12 0.04

September 1.60 2.30 7.7 8.2 0.66 0.79 1.95 2.21 7.5 7.9 0.62 0.67 2.07 7.7 0.65 0.9 180 0.05 0.06 0.04 0.8 178 0.72 7.9 2.10 0.05 0.08 0.03

October 2.00 2.35 7.7 8.0 0.64 0.79 1.99 2.22 7.3 7.9 0.61 0.67 2.11 7.7 0.64 0.9 179 0.05 0.09 0.04 0.9 177 0.73 7.8 2.14 0.05 0.07 0.04

November 1.70 2.39 7.7 7.9 0.62 0.70 1.71 2.20 7.6 7.9 0.63 0.70 2.06 7.7 0.66 0.8 178 0.04 0.08 0.04 0.8 178 0.67 7.8 2.11 0.05 0.09 0.05

December 1.90 2.32 7.7 8.0 0.61 0.73 1.81 2.18 7.6 8.1 0.60 0.74 2.04 7.8 0.67 0.7 194 0.05 0.06 0.04 0.7 195 0.68 7.9 2.05 0.06 0.13 0.05

Annual

1.51 2.39 7.4 8.3 0.56 0.88 1.63 2.24 7.1 8.2 0.55 0.88 0.03 0.13 0.05 0.04 0.11 0.03 2.04 7.8 0.69 2.02 7.7 0.66 178 0.5 0.6 179Min/Max/

Avg


Month Min

3.3 Rossdale Filters 1 - 9 Particle Counts (no./mL, >2um)

Filter

Max Avg

1 2 3 4 5 6 7 8 9

AvgMaxMin AvgMaxMin AvgMaxMin Min Max Avg Min AvgMax Min AvgMax Min Max Avg Min Max Avg

2016

January 1 44 1 45 1 40 1 43 1 35 1 44 1 44 1 43 1 36 6 4 4 4 7 5 5 5 5

February 1 41 1 39 1 42 1 32 1 35 1 36 1 33 1 35 1 32 3 4 4 2 4 7 3 3 4

March 1 45 1 41 1 45 1 45 1 34 1 33 1 36 1 33 1 39 6 4 6 3 4 4 3 3 3

April 1 28 1 37 2 38 1 36 1 32 1 36 1 36 1 36 1 31 5 6 8 5 7 6 6 6 7

May 1 31 1 37 1 35 1 30 1 37 1 45 1 44 1 45 6 5 6 5 8 8 8 7 ------

June 1 34 1 34 1 39 1 42 1 42 1 38 1 34 1 36 5 5 4 4 8 6 6 6 ------

July 1 29 1 38 1 35 1 32 1 47 1 43 1 34 1 39 5 6 6 6 12 7 6 6 ------

August 1 39 1 36 1 46 1 46 1 40 1 45 1 47 1 40 5 5 6 8 6 5 6 6 ------

September 1 40 1 45 1 45 1 41 1 44 1 44 1 40 1 45 6 5 5 4 5 5 4 5 ------

October 1 45 1 44 1 45 1 41 1 35 1 33 1 41 1 42 6 6 5 4 5 4 4 4 ------

November 1 39 1 44 1 40 1 37 1 40 1 37 1 37 1 36 6 6 7 6 8 6 7 7 ------

December 1 45 1 45 1 45 1 45 2 47 1 45 1 49 1 45 7 5 5 5 10 6 6 5 ------

Annual

Min/Max/Avg 1 45 1 45 1 46 1 46 1 47 1 45 1 49 1 45 1 39 6 5 5 5 7 6 5 5 4

NOTE: ' -- ' indicates filter offline

Month Min

3.4 E.L. Smith Filters 1 - 9 Particle Counts (no./mL, >2um)

Filter

Max Avg

1 2 3 4 5 6 7 8 9


2016

January 1 30 1 45 1 45 1 35 1 29 1 46 1 30 4 40 2 38 3 8 8 4 4 5 7 8 7

February 1 29 1 46 1 45 1 39 1 27 1 45 2 44 4 38 1 37 3 7 8 4 4 6 7 9 7

March 1 33 1 35 1 19 1 30 1 28 1 28 1 31 3 37 1 32 4 4 4 4 4 4 5 10 5

April 1 36 1 43 1 33 1 41 1 38 1 45 1 40 5 42 2 43 9 8 8 9 8 8 11 14 9

May 1 45 1 45 1 45 1 45 1 41 1 45 1 40 4 45 1 44 10 10 10 9 9 9 11 15 8

June 1 45 1 45 1 37 1 45 1 37 1 45 2 45 7 41 1 45 13 11 12 10 11 10 14 18 16

July 1 42 1 40 1 36 1 34 1 37 1 34 2 45 3 44 2 44 9 8 7 7 7 6 13 15 18

August 1 45 1 48 1 45 1 45 1 45 1 45 3 49 4 50 2 48 7 8 8 9 6 7 11 13 15

September 1 50 1 45 1 45 1 50 1 48 1 45 4 45 4 45 2 45 8 7 7 8 6 7 11 12 7

October 1 45 1 45 1 45 1 45 1 46 1 45 6 45 6 45 4 45 14 20 20 18 13 11 16 16 17

November 1 45 1 47 1 45 1 48 1 44 1 47 1 46 1 45 1 48 11 15 13 13 11 11 15 16 17

December 1 44 1 45 1 46 1 45 1 45 1 45 1 45 1 46 1 45 6 7 7 7 6 6 5 8 6

Annual

Min/Max/Avg 1 50 1 48 1 46 1 50 1 48 1 47 1 49 1 50 1 48 8 9 9 9 8 7 11 13 11

NOTE: ' -- ' indicates filter offline

Month Min

3.5 E.L. Smith Filters 10 - 18 Particle Counts (no./mL, >2um)

Filter

Max Avg

10 11 12 13 14 15 16 17 18


2016

January 1 27 2 41 4 45 1 38 1 23 1 37 1 44 1 36 1 44 3 8 15 4 2 2 6 3 4

February 1 25 2 45 3 45 1 44 1 24 1 32 1 45 1 41 1 44 3 8 14 4 3 3 5 4 4

March 1 18 1 29 1 29 1 29 1 27 1 29 1 19 1 27 1 30 3 4 5 4 4 3 4 4 4

April 1 29 1 32 1 37 1 29 1 37 1 40 1 44 1 43 1 40 8 9 11 8 8 8 9 8 7

May 1 30 1 43 1 44 1 35 1 40 1 36 1 41 1 36 1 38 7 8 10 9 9 8 8 9 8

June 1 37 1 42 1 45 1 35 1 39 1 40 1 39 1 45 1 38 9 13 13 11 11 11 12 11 9

July 1 36 1 36 1 45 1 37 1 39 1 39 1 40 1 44 1 35 7 8 11 9 9 8 9 9 8

August 1 45 1 48 1 49 1 44 1 43 1 37 1 45 1 45 1 45 7 7 10 6 6 5 7 6 5

September 1 45 1 47 1 45 1 45 1 50 1 45 1 49 1 46 1 50 4 5 7 4 5 4 5 5 4

October 1 44 1 44 1 45 1 41 1 41 1 42 1 44 1 42 1 40 6 7 11 7 6 7 7 6 6

November 1 45 1 45 1 45 1 42 1 40 1 43 1 42 1 43 1 41 9 9 10 9 9 9 9 8 9

December 1 45 1 45 1 45 1 45 1 45 1 45 1 44 1 45 1 42 6 6 6 5 5 5 5 5 5

Annual

Min/Max/Avg 1 45 1 48 1 49 1 45 1 50 1 45 1 49 1 46 1 50 6 7 10 7 6 6 7 6 6

NOTES: ' -- ' indicates filter offline

Month Min

3.6 Rossdale Filters 1 - 9 Turbidity (NTU)

Filter

Max Avg

1 2 3 4 5 6 7 8 9


2016

January 0.02 0.07 0.03 0.03 0.07 0.02 0.03 0.05 0.02 0.03 0.07 0.02 0.02 0.07 0.02 0.02 0.05 0.01 0.03 0.06 0.02 0.02 0.05 0.01 0.03 0.05 0.02

February 0.02 0.07 0.03 0.03 0.05 0.02 0.03 0.06 0.02 0.03 0.06 0.02 0.02 0.06 0.01 0.02 0.04 0.01 0.03 0.06 0.02 0.02 0.05 0.02 0.03 0.06 0.01

March 0.02 0.07 0.04 0.03 0.08 0.02 0.02 0.04 0.01 0.03 0.05 0.02 0.02 0.05 0.01 0.02 0.04 0.01 0.02 0.05 0.01 0.02 0.06 0.01 0.02 0.04 0.00

April 0.02 0.08 0.04 0.03 0.07 0.02 0.02 0.05 0.02 0.03 0.07 0.02 0.03 0.07 0.02 0.02 0.07 0.01 0.02 0.07 0.01 0.02 0.05 0.01 0.02 0.03 0.01

May 0.02 0.08 0.04 0.03 0.08 0.02 0.03 0.08 0.02 0.03 0.08 0.02 0.03 0.07 0.02 0.03 0.07 0.01 0.02 0.08 0.01 0.02 0.08 0.01 ------

June 0.02 0.08 0.04 0.03 0.08 0.02 0.03 0.08 0.03 0.03 0.08 0.02 0.04 0.08 0.02 0.03 0.08 0.02 0.02 0.06 0.01 0.02 0.07 0.01 ------

July 0.02 0.08 0.05 0.03 0.08 0.02 0.03 0.08 0.02 0.03 0.08 0.02 0.04 0.08 0.03 0.03 0.08 0.02 0.02 0.05 0.01 0.04 0.08 0.02 ------

August 0.02 0.09 0.05 0.03 0.08 0.02 0.03 0.08 0.02 0.04 0.08 0.02 0.04 0.08 0.02 0.03 0.11 0.02 0.02 0.10 0.01 0.04 0.15 0.02 ------

September 0.03 0.08 0.04 0.02 0.05 0.01 0.03 0.08 0.02 0.03 0.08 0.02 0.04 0.08 0.02 0.02 0.06 0.02 0.01 0.04 0.01 0.02 0.07 0.02 ------

October 0.03 0.08 0.04 0.01 0.04 0.01 0.03 0.07 0.02 0.03 0.07 0.02 0.04 0.08 0.03 0.02 0.04 0.01 0.01 0.04 0.01 0.02 0.08 0.01 ------

November 0.02 0.08 0.04 0.02 0.06 0.01 0.03 0.08 0.02 0.03 0.08 0.02 0.05 0.08 0.02 0.02 0.06 0.01 0.01 0.04 0.01 0.03 0.08 0.01 ------

December 0.02 0.08 0.03 0.02 0.08 0.01 0.04 0.10 0.02 0.03 0.10 0.01 0.05 0.10 0.02 0.03 0.11 0.01 0.02 0.09 0.01 0.03 0.10 0.01 ------

AnnualMin/Max/Avg

0.04 0.09 0.02 0.03 0.08 0.01 0.03 0.10 0.01 0.03 0.10 0.01 0.04 0.10 0.01 0.02 0.11 0.01 0.02 0.10 0.01 0.03 0.15 0.01 0.02 0.06 0.00


Month Min

3.7 E.L. Smith Filters 1 - 9 Turbidity (NTU)

Filter

Max Avg

1 2 3 4 5 6 7 8 9


2016

January 0.02 0.07 0.03 0.04 0.08 0.02 0.04 0.08 0.04 0.03 0.07 0.02 0.03 0.07 0.02 0.03 0.07 0.02 0.03 0.08 0.02 0.03 0.07 0.02 0.03 0.07 0.02

February 0.02 0.06 0.03 0.03 0.08 0.02 0.04 0.08 0.04 0.03 0.08 0.02 0.03 0.07 0.02 0.03 0.07 0.02 0.03 0.07 0.02 0.03 0.06 0.02 0.03 0.07 0.02

March 0.02 0.08 0.03 0.04 0.08 0.03 0.04 0.08 0.01 0.03 0.08 0.02 0.03 0.08 0.02 0.03 0.08 0.02 0.03 0.08 0.02 0.03 0.08 0.02 0.03 0.08 0.02

April 0.02 0.08 0.03 0.04 0.08 0.03 0.05 0.08 0.01 0.03 0.08 0.02 0.03 0.08 0.02 0.04 0.08 0.02 0.03 0.08 0.02 0.03 0.08 0.02 0.03 0.08 0.02

May 0.02 0.08 0.03 0.04 0.08 0.02 0.05 0.08 0.04 0.03 0.08 0.02 0.03 0.08 0.02 0.04 0.08 0.03 0.03 0.08 0.02 0.03 0.08 0.02 0.03 0.08 0.02

June 0.03 0.08 0.04 0.04 0.08 0.02 0.05 0.08 0.04 0.03 0.08 0.02 0.03 0.08 0.02 0.04 0.08 0.03 0.03 0.08 0.02 0.04 0.08 0.02 0.03 0.08 0.02

July 0.02 0.08 0.04 0.03 0.08 0.02 0.06 0.08 0.04 0.03 0.08 0.02 0.03 0.08 0.02 0.03 0.08 0.02 0.03 0.08 0.02 0.04 0.08 0.02 0.03 0.08 0.02

August 0.02 0.08 0.03 0.04 0.08 0.02 0.06 0.09 0.03 0.04 0.08 0.03 0.03 0.08 0.02 0.04 0.08 0.02 0.03 0.08 0.02 0.04 0.08 0.02 0.03 0.08 0.02

September 0.02 0.08 0.03 0.03 0.08 0.02 0.06 0.08 0.05 0.04 0.08 0.03 0.03 0.08 0.02 0.03 0.08 0.02 0.03 0.08 0.02 0.04 0.08 0.03 0.03 0.08 0.02

October 0.02 0.08 0.03 0.04 0.08 0.02 0.06 0.08 0.03 0.04 0.08 0.03 0.03 0.08 0.02 0.03 0.08 0.02 0.03 0.08 0.01 0.04 0.08 0.03 0.03 0.08 0.02

November 0.02 0.08 0.03 0.04 0.08 0.02 0.06 0.08 0.03 0.03 0.07 0.02 0.03 0.08 0.02 0.03 0.07 0.02 0.03 0.08 0.02 0.04 0.08 0.03 0.03 0.08 0.02

December 0.02 0.09 0.03 0.04 0.08 0.02 0.06 0.08 0.03 0.04 0.08 0.03 0.03 0.08 0.02 0.03 0.08 0.02 0.03 0.08 0.02 0.04 0.08 0.03 0.03 0.08 0.02

AnnualMin/Max/Avg

0.03 0.09 0.02 0.04 0.08 0.02 0.05 0.09 0.01 0.03 0.08 0.02 0.03 0.08 0.02 0.03 0.08 0.02 0.03 0.08 0.01 0.03 0.08 0.02 0.03 0.08 0.02


Month Min

3.8 E.L. Smith Filters 10 - 18 Turbidity (NTU)

Filter

Max Avg

10 11 12 13 14 15 16 17 18


2016

January 0.02 0.08 0.04 0.04 0.08 0.03 0.03 0.07 0.02 0.03 0.07 0.03 0.04 0.07 0.03 0.03 0.07 0.03 0.04 0.08 0.03 0.03 0.07 0.03 0.03 0.08 0.03

February 0.03 0.08 0.04 0.03 0.07 0.02 0.03 0.07 0.02 0.03 0.07 0.03 0.03 0.07 0.03 0.03 0.06 0.02 0.04 0.07 0.03 0.03 0.07 0.03 0.03 0.07 0.03

March 0.03 0.08 0.04 0.03 0.08 0.02 0.03 0.08 0.02 0.04 0.08 0.03 0.03 0.08 0.03 0.03 0.08 0.02 0.04 0.08 0.03 0.03 0.07 0.03 0.04 0.08 0.03

April 0.03 0.08 0.05 0.04 0.08 0.02 0.03 0.08 0.02 0.04 0.08 0.03 0.04 0.08 0.03 0.04 0.08 0.03 0.05 0.08 0.03 0.04 0.08 0.03 0.04 0.08 0.03

May 0.03 0.08 0.04 0.04 0.08 0.02 0.03 0.08 0.02 0.04 0.08 0.03 0.04 0.08 0.03 0.03 0.08 0.03 0.04 0.08 0.03 0.04 0.08 0.03 0.04 0.08 0.03

June 0.02 0.08 0.04 0.03 0.08 0.02 0.03 0.08 0.02 0.04 0.08 0.03 0.04 0.08 0.03 0.04 0.08 0.03 0.04 0.08 0.03 0.04 0.08 0.03 0.04 0.08 0.01

July 0.02 0.08 0.03 0.04 0.08 0.03 0.02 0.07 0.01 0.04 0.08 0.03 0.04 0.08 0.03 0.04 0.08 0.03 0.04 0.08 0.03 0.04 0.08 0.03 0.04 0.08 0.03

August 0.02 0.08 0.03 0.04 0.08 0.03 0.02 0.08 0.02 0.04 0.08 0.03 0.04 0.25 0.02 0.04 0.08 0.03 0.04 0.08 0.03 0.04 0.08 0.03 0.04 0.08 0.03

September 0.02 0.08 0.03 0.03 0.08 0.02 0.02 0.07 0.01 0.04 0.08 0.03 0.03 0.07 0.02 0.03 0.07 0.03 0.04 0.08 0.02 0.04 0.07 0.03 0.03 0.07 0.03

October 0.01 0.08 0.04 0.03 0.08 0.02 0.02 0.07 0.01 0.04 0.08 0.03 0.03 0.08 0.02 0.03 0.08 0.02 0.04 0.08 0.03 0.03 0.08 0.03 0.03 0.08 0.03

November 0.03 0.08 0.04 0.03 0.08 0.02 0.02 0.06 0.01 0.04 0.08 0.03 0.03 0.07 0.02 0.03 0.08 0.02 0.03 0.07 0.03 0.03 0.07 0.03 0.03 0.07 0.03

December 0.02 0.08 0.04 0.04 0.08 0.03 0.02 0.07 0.01 0.04 0.08 0.03 0.03 0.08 0.02 0.03 0.08 0.02 0.04 0.08 0.03 0.04 0.08 0.03 0.04 0.08 0.03

AnnualMin/Max/Avg

0.04 0.08 0.01 0.03 0.08 0.02 0.03 0.08 0.01 0.04 0.08 0.03 0.03 0.25 0.02 0.03 0.08 0.02 0.04 0.08 0.02 0.04 0.08 0.03 0.04 0.08 0.01


Month

Min

3.9 Combined Filter Effluent Water Quality

Max Avg

Particle Counts (no./mL,>2um) Turbidity (NTU) Particle Counts (no./mL,>2um) Turbidity (NTU)

AvgMaxMin AvgMaxMin AvgMaxMin

2016

Rossdale E.L. Smith

1 17 1 18January 5 3 0.03 0.04 0.03 0.03 0.05 0.01

1 23 3 15February 6 3 0.03 0.06 0.03 0.03 0.05 0.02

1 14 1 13March 5 3 0.03 0.06 0.03 0.02 0.03 0.02

1 14 1 17April 9 6 0.04 0.05 0.03 0.03 0.04 0.02

1 29 1 26May 9 6 0.04 0.05 0.03 0.03 0.07 0.01

1 18 4 23June 12 5 0.04 0.05 0.03 0.04 0.07 0.01

1 26 1 21July 9 6 0.04 0.05 0.03 0.04 0.08 0.01

1 42 2 44August 8 6 0.04 0.08 0.03 0.04 0.17 0.03

1 23 1 48September 6 4 0.03 0.08 0.01 0.03 0.08 0.02

1 41 1 30October 11 4 0.03 0.04 0.03 0.03 0.05 0.01

1 16 1 29November 11 6 0.03 0.04 0.03 0.03 0.09 0.01

1 30 1 23December 6 6 0.03 0.05 0.03 0.05 0.08 0.02

Annual

Min/Max/Avg 48 1 42 1 8 5 0.03 0.08 0.01 0.03 0.17 0.01


MonthMin

3.10 Rossdale UV Disinfection - Filters 1 - 3

Max Avg

Flow (MLD)

TotalMaxMin AvgMaxMin TotalMaxMin Min Max Avg Min TotalMax Min AvgMax

2016

1 2 Transmittance

(%)

3Filter

Flow (MLD) Flow (MLD)Dosage (mJ/cm²) Dosage (mJ/cm²) Dosage (mJ/cm²)

January 39.9 58.5 11.6 30.7 459.4 39.5 59.4 13.8 30.2 476.1 31.3 53.4 13.0 28.3 402.5 94.0 97.9 96.9 48.3 48.0 37.6

February 39.6 60.8 10.0 33.0 533.9 39.8 54.8 11.8 29.4 278.7 36.3 57.1 10.3 30.1 336.1 94.6 97.8 97.0 41.6 41.3 44.2

March 40.1 50.2 11.7 29.6 356.9 39.2 66.9 13.6 31.7 504.3 40.2 71.7 12.8 31.6 439.9 94.6 97.7 96.8 41.8 41.4 43.4

April 36.2 66.0 10.4 36.7 493.0 35.1 65.5 10.4 37.0 514.6 39.6 58.8 11.8 35.2 326.8 92.9 97.3 95.9 42.9 41.3 43.7

May 37.3 65.4 10.5 42.3 748.9 34.7 53.0 10.1 41.5 774.5 37.5 65.7 12.7 41.2 682.5 89.7 98.9 95.3 41.8 40.7 42.9

June 39.0 59.8 10.9 40.6 648.3 34.7 54.3 10.7 39.6 632.7 39.4 62.5 11.5 40.0 607.7 90.8 95.9 94.3 42.1 40.6 43.0

July 39.7 60.0 10.4 38.4 623.6 34.6 56.0 10.9 38.1 551.9 39.8 63.7 10.2 37.7 603.4 90.9 95.8 93.9 41.6 40.4 42.2

August 39.4 56.5 10.4 36.2 564.5 36.8 58.2 10.1 36.1 549.4 39.2 56.8 12.5 35.3 555.1 87.9 94.7 92.7 41.4 41.5 42.0

September 39.8 57.1 14.2 30.0 553.6 39.1 58.2 10.3 35.2 562.1 38.5 55.4 12.4 30.8 511.3 89.9 93.8 92.3 41.2 41.3 41.4

October 39.7 51.5 13.1 35.3 559.2 39.5 53.9 10.8 33.4 584.8 38.4 54.8 8.7 31.7 561.3 90.3 95.5 92.4 41.4 41.2 41.4

November 39.7 55.8 10.5 29.7 488.2 39.7 81.7 11.1 30.3 515.6 39.8 59.2 10.1 31.5 461.2 90.3 95.5 93.2 41.3 41.5 41.8

December 39.7 55.3 10.2 32.5 448.7 37.8 55.6 11.8 32.7 612.3 39.5 57.2 11.0 31.5 577.8 92.2 95.4 94.2 41.8 41.9 42.1

36.2 66.0 10.0 42.3

6478

34.6 81.7 10.1 41.5

6557

31.3 71.7 8.7 41.2

6066

87.9 98.9

Annual

Total

94.6 42.3 41.7 42.1

AvgMin/Max/Annual

NOTES: - Each filter has a UV reactor

- Transmittance (%) is a grab sample of the filter effluent prior to the UV reactor of a random online filter

' -- ' indicates filter and UV reactor offline

MonthMin


Max Avg

Flow (MLD)


2016

4 5 Transmittance

(%)

6Filter


January 43.4 64.7 13.0 30.9 506.6 40.2 57.9 11.9 30.4 373.0 39.4 56.1 14.0 34.3 536.9 94.0 97.9 96.9 52.1 48.1 47.9

February 39.4 72.9 13.3 31.3 525.0 39.4 87.3 10.7 31.7 355.2 39.8 80.8 13.1 31.6 448.2 94.6 97.8 97.0 49.4 43.3 41.1

March 38.9 63.8 13.4 31.4 468.7 39.7 59.8 8.0 30.7 432.5 39.5 59.5 11.1 34.4 548.7 94.6 97.7 96.8 44.6 43.9 41.2

April 34.8 68.5 10.7 37.6 484.1 39.0 65.7 10.0 34.4 432.5 37.2 58.1 11.1 40.9 522.3 92.9 97.3 95.9 44.4 43.4 41.4

May 33.9 72.3 11.5 41.6 743.9 34.2 63.7 11.1 37.8 662.2 35.4 60.6 9.0 42.4 747.8 89.7 98.9 95.3 43.3 41.5 40.9

June 35.4 67.6 10.2 39.5 570.3 35.4 67.4 10.8 37.1 516.1 38.3 71.5 10.0 42.1 682.7 90.8 95.9 94.3 41.8 43.1 41.9

July 34.6 61.2 11.2 39.2 589.3 38.4 71.8 10.2 36.5 534.7 36.5 52.1 11.1 42.8 679.5 90.9 95.8 93.9 42.4 45.3 41.0

August 38.4 62.0 11.7 34.9 528.2 35.7 77.7 11.5 35.0 499.9 34.7 58.1 10.0 39.6 628.9 87.9 94.7 92.7 42.2 47.4 40.9

September 39.4 68.3 11.1 30.5 540.5 37.7 65.2 11.5 29.2 597.7 34.5 53.1 12.0 35.3 597.0 89.9 93.8 92.3 41.8 43.2 40.3

October 39.3 64.4 8.7 33.2 599.1 35.8 60.0 10.5 33.6 526.4 34.0 48.9 14.3 34.0 613.5 90.3 95.5 92.4 41.3 43.8 40.3

November 38.6 61.6 12.9 31.1 491.9 38.8 114.7 10.1 30.7 464.3 37.1 73.0 10.8 32.3 522.4 90.3 95.5 93.2 42.8 46.7 40.9

December 38.0 58.5 11.8 31.9 576.6 37.8 71.6 10.1 31.0 457.9 37.5 58.9 11.5 35.0 574.5 92.2 95.4 94.2 43.3 47.4 41.7

33.9 72.9 8.7 41.6

6624

34.2 114.7 8.0 37.8

5852

34.0 80.8 9.0 42.8

7102

87.9 98.9

Annual

Total

94.6 44.1 44.7 41.6

AvgMin/Max/Annual




MonthMin


Max Avg

Flow (MLD)


2016

7 8 Transmittance

(%)

9Filter


January 35.3 53.3 11.8 36.2 554.1 39.9 60.0 10.0 34.5 567.0 40.3 54.0 10.5 32.3 427.0 94.0 97.9 96.9 42.8 48.2 48.4

February 37.3 54.7 12.7 33.6 360.4 40.1 54.8 10.1 32.6 544.2 40.3 63.1 11.0 32.8 509.2 94.6 97.8 97.0 41.0 42.9 41.2

March 39.7 56.4 12.9 34.8 614.4 38.5 55.9 14.0 35.1 537.5 39.7 70.2 9.5 34.5 552.8 94.6 97.7 96.8 42.6 42.0 41.8

April 37.6 70.1 11.0 38.9 488.6 39.0 68.2 10.3 38.9 493.4 40.0 60.0 12.5 31.3 189.2 92.9 97.3 95.9 44.5 43.9 41.8

May 37.6 77.9 10.6 45.1 804.6 37.0 70.8 10.3 45.6 796.6 0.0 89.7 98.9 95.3 42.2 42.3 ----------

June 40.1 60.7 11.6 43.4 745.5 34.9 67.7 10.6 43.0 690.9 0.0 90.8 95.9 94.3 41.9 42.2 ----------

July 39.6 58.3 10.5 42.0 710.2 38.7 65.8 10.4 41.6 730.0 0.0 90.9 95.8 93.9 41.3 42.9 ----------

August 39.1 3276.7 11.4 40.3 688.0 39.6 126.7 11.3 39.1 644.6 0.0 87.9 94.7 92.7 41.5 41.5 ----------

September 39.5 65.4 10.3 35.9 618.6 39.5 62.7 9.5 34.5 601.6 0.0 89.9 93.8 92.3 41.2 41.3 ----------

October 39.6 65.2 12.4 36.6 620.4 38.1 52.0 14.9 36.2 663.2 0.0 90.3 95.5 92.4 41.1 41.1 ----------

November 39.6 58.4 10.7 34.8 572.4 40.1 64.8 10.3 34.7 548.9 0.0 90.3 95.5 93.2 41.5 41.9 ----------

December 38.1 57.5 11.3 34.8 616.8 33.7 60.0 11.0 35.5 615.5 0.0 92.2 95.4 94.2 42.2 43.1 ----------

35.3 3276.7 10.3 45.1

7394

33.7 126.7 9.5 45.6

7433

39.7 70.2 9.5 34.5

1678

87.9 98.9

Annual

Total

94.6 42.0 42.8 43.5

AvgMin/Max/Annual




MonthMin

3.13 E.L. Smith UV Disinfection - UV Reactors 1 - 4

Max Avg

Flow (MLD)


2016

1 2Transmittance

(%)

4Filter


TotalMaxMinAvgMaxMin

Flow (MLD)Dosage (mJ/cm²)

3

January 65.0 98.0 43.4 87.3 1,032.8 47.9 98.9 56.0 84.8 1,302.3 66.6 102.7 40.7 87.6 2,337.9 97.7 96.9 71.7 61.3 75.6 96.2 2,186.0 81.6 38.0 46.8 41.1 45.9

February 96.1 200.2 36.7 92.5 29.7 49.0 157.0 53.3 90.4 2,172.0 60.7 202.0 61.4 94.8 2,293.5 98.3 97.0 142.6 77.5 69.8 96.4 2,144.4 86.7 54.7 131.3 41.0 46.1

March 50.0 160.0 52.9 125.1 2,322.9 59.7 208.8 41.0 92.5 133.2 57.7 149.0 37.8 126.7 2,312.8 98.0 97.0 65.7 103.6 73.5 96.0 2,064.1 110.3 48.8 126.0 38.4 47.4

April 47.0 190.5 35.0 111.4 2,287.7 49.2 107.1 44.0 94.0 2,089.4 46.4 206.1 35.0 118.6 1,231.3 98.0 96.0 62.3 74.9 66.6 94.5 1,994.6 94.7 30.0 118.9 40.7 47.0

May 47.8 113.6 37.0 106.7 2,267.6 47.7 139.3 30.8 98.9 1,951.6 49.0 113.9 46.1 101.9 2,076.9 97.4 95.4 62.1 83.3 66.3 89.9 2,052.2 93.8 39.9 105.3 41.1 46.7

June 47.3 134.0 44.2 96.7 1,901.5 46.6 120.2 42.3 88.7 1,763.7 47.7 134.0 49.2 108.0 2,219.8 96.0 94.3 79.2 77.9 75.4 90.8 1,823.2 84.3 38.1 64.3 35.2 45.8

July 47.8 120.7 46.8 108.5 2,321.3 48.0 131.0 44.6 102.5 1,545.4 50.3 127.0 51.0 104.7 1,796.6 96.0 93.9 69.7 66.8 70.4 91.2 2,132.4 95.8 44.4 108.9 40.4 46.1

August 37.9 163.7 27.7 98.0 1,406.7 46.0 88.1 28.2 92.6 2,234.9 47.0 157.1 29.2 132.9 2,025.6 94.9 92.5 71.7 68.9 68.7 86.9 2,167.5 87.4 28.9 88.3 42.1 46.3

September 48.5 121.2 22.1 88.3 1,943.1 47.1 104.5 23.5 87.5 1,803.3 48.7 126.2 24.4 97.3 2,063.1 93.4 91.5 67.0 71.2 67.2 89.3 1,575.9 79.8 23.5 80.2 37.1 46.5

October 49.8 195.1 33.0 75.2 1,605.4 48.4 94.3 31.0 85.2 1,628.5 48.6 100.8 34.9 95.9 2,079.3 93.9 92.1 74.1 65.8 66.7 89.9 1,575.1 80.8 29.9 87.2 39.5 46.4

November 48.8 137.0 34.7 72.5 1,714.3 47.6 108.6 31.0 85.0 1,729.5 47.3 121.2 35.9 88.4 1,992.6 96.1 93.1 74.5 69.9 72.1 90.7 1,669.0 80.0 31.5 92.4 40.9 47.6

December 47.1 141.3 23.6 124.3 1,856.6 49.3 131.2 25.0 90.6 1,511.5 48.0 142.5 21.3 100.3 1,970.0 96.3 94.4 79.6 72.9 76.8 92.6 1,696.8 111.5 20.3 146.4 39.3 48.0

37.9 200.2 22.1 125.1

20,690

46.0 208.8 23.5 102.5

19,865

46.4 206.1 21.3 132.9

24,400

86.9 98.3

Annual

Total

94.5 71.1 72.5 71.0 35.2 146.4 20.3 111.5

23,081

46.7Annual

AvgMin/Max/

NOTES: ' -- ' indicates UV reactor offline

- Transmittance (%) is a grab sample of the combined filter effluent prior to the UV reactor

Month

Min

3.14 Log Removal

Max Avg

Giardia Virus Cryptosporidium

AvgMaxMin AvgMaxMin Min AvgMax Min AvgMax Min Max Avg

2016

Rossdale E.L. Smith

Log Removal Log Removal

Giardia Virus Cryptosporidium

7.4 8.7 12 14 6.5 6.5 6.6 6.7 5.5 8.5 6.5 6.5 6.7 6.9January 6.5 6.5 13 7.9

6.5 8.1 11 15 6.5 7.0 6.6 6.7 5.7 9.3 6.5 6.5 6.7 7.2February 6.5 6.5 13 7.7

7.9 8.3 12 15 7.0 7.0 6.6 7.2 5.6 9.0 6.5 7.0 7.1 7.3March 7.0 7.0 13 8.1

7.9 10.2 13 26 7.0 7.0 7.1 7.4 5.6 18 7.0 7.0 7.2 11April 7.0 7.0 18 8.6

8.5 12.6 14 32 7.0 7.0 7.2 7.5 9.2 23 7.0 7.0 7.3 15May 7.0 7.0 23 9.7

10.0 12.8 21 36 7.0 7.0 7.3 7.7 14 30 7.0 7.0 7.5 21June 7.0 7.0 29 11.2

7.0 15.6 26 38 6.6 7.0 7.4 8.1 16 32 7.0 7.0 7.6 24July 7.0 7.0 32 11.6

10.4 14.2 26 43 6.5 7.0 7.1 7.8 13 31 6.5 7.0 7.5 21August 7.0 7.0 31 11.5

7.0 12.5 20 33 7.0 7.0 7.0 7.7 12 24 6.5 7.0 7.4 17September 7.0 7.0 26 10.6

8.6 10.7 15 23 7.0 7.0 7.2 7.4 9.3 17 7.0 7.0 7.3 13October 7.0 7.0 17 9.2

8.1 9.3 13 20 7.0 7.0 6.3 7.3 6.6 15 7.0 7.0 7.2 9.8November 7.0 7.0 16 8.7

6.5 8.4 11 16 6.5 7.0 6.7 7.3 5.9 14 6.5 7.0 7.1 8.0December 7.0 6.8 13 8.0

Annual

Min/Max/Avg 6.5 15.6 11 43 6.5 7.0 6.3 8.1 5.5 32 6.5 7.0 9.4 20 7.2 13 6.9 6.9


Month

Dosage (mg/L) Consumption (kg)

Plant 1 Plant 2

2016

4.1 Liquid Alum Chemical Consumption

E.L. Smith E.L. Smith

Plant 2Plant 1

Rossdale Rossdale

Plant Total

19,999 26,204 46,203 74,909January 5.01 5.10 5.10

18,932 26,554 45,486 72,578February 5.00 5.45 5.45

95,445 148,911 244,357 405,236March 26.7 25.9 26.0

227,700 49,033 276,733 703,595April 41.5 27.1 33.2

249,125 300,499 549,625 969,133May 58.3 46.4 46.4

261,554 300,416 561,971 1,012,024June 59.0 51.7 51.7

308,543 514,237 822,781 1,527,969July 90.7 74.8 74.8

404,926 665,102 1,070,028 2,234,253August 131 108 109

478,281 746,698 1,224,979 2,104,230September 129 124 125

503,820 490,692 994,512 1,513,936October 95.9 96.2 96.1

317,849 277,063 594,912 1,089,476November 68.9 65.8 65.8

129,151 116,135 245,286 538,253December 33.3 23.7 23.5

Annual Total

Annual Avg

3,015,326 3,661,544 6,676,870 12,245,591

55.2 56.1 62.2

NOTES : ' -- ' indicates plant offline

- Liquid alum consumption (kg) at 100% by weight (solution delivered to sites at a

concentration of 48.5%)

Month


Plant 1 Plant 2

20164.2 Primary Polymer (Magnafloc LT 27AG) Chemical Consumption


Plant 2Plant 1

Rossdale Rossdale

Plant Total

January --------------

9 91 100 1.35February 0.01 0.33 0.15

384 609 993 1,663.29March 0.24 0.22 0.22

789 209 999 1,911.86April 0.23 0.23 0.25

620 750 1,371 1,868.55May 0.21 0.23 0.23

661 762 1,423 1,381.00June 0.17 0.27 0.27

583 953 1,536 1,677.19July 0.20 0.29 0.29

603 1,029 1,632 1,970.38August 0.23 0.33 0.33

730 1,107 1,837 2,460.36September 0.31 0.39 0.39

896 865 1,761 2,457.05October 0.32 0.35 0.36

810 701 1,511 2,263.39November 0.29 0.35 0.35

497 436 933 1,517.59December 0.20 0.29 0.29

Annual Total

Annual Avg

6,583 7,512 14,095 19,172

0.30 0.30 0.24


- Primary polymer consumption (kg) at 100% by weight mixed at the sites to required solution

Month


Plant 1 Plant 2

2016

4.3 Carbon Chemical Consumption


Plant 2Plant 1

Rossdale Rossdale

Plant Total

January --------------

February --------------

3,231 5,077 8,308 14,535March 4.72 7.39 7.23

April --------------

2,204 2,656 4,860May 8.75 8.96 ----

June --------------

July --------------

11,722 20,075 31,796 44,462August 39.6 38.8 33.7

8,175September 6.21 ----------

October --------------

November --------------

December --------------

Annual Total

Annual Avg

17,157 27,808 44,965 67,172

16.9 18.7 11.2

NOTES: ' -- ' indicates carbon not being used

Month Dosage (mg/L) Consumption (kg)

Plant 1 Plant 2

2016

4.4 Sodium Hypochlorite Chemical Consumption

E.L. Smith

Plant 2Plant 1

Rossdale

Plant Total

Dosage

(mg/L)

Consumption

(kg)

649,365 855,672 1,505,037 2,616,429January 2.74 2.75 2.73

590,429 844,643 1,435,072 2,517,770February 2.72 2.88 2.81

574,780 934,377 1,509,156 2,660,727March 2.79 2.67 2.59

1,200,288 315,080 1,515,368 3,107,377April 2.86 2.82 2.93

1,044,839 1,290,617 2,335,456 3,453,924May 2.97 3.09 3.02

917,188 1,088,839 2,006,027 3,502,847June 3.21 3.08 3.00

804,765 1,322,686 2,127,450 3,638,974July 3.36 3.28 3.15

764,738 1,341,501 2,106,240 3,955,970August 3.58 3.44 3.36

731,517 1,102,659 1,834,176 3,954,963September 3.79 3.12 3.12

1,004,608 946,311 1,950,919 3,612,263October 3.56 3.11 3.18

947,355 810,956 1,758,311 3,420,974November 3.38 3.22 3.26

1,044,717 946,844 1,991,561 3,430,638December 3.38 3.29 3.34

Annual Total

Annual Avg

39,872,856

3.04 3.08 3.20

10,274,590 11,800,184 22,074,774


- Sodium hypochlorite consumption (kg) at 0.8% by weight (sodium hypochlorite generated onsite at a


- Plant 1 was converted to sodium hypochlorite from chlorine on Feb 2, 2015.

- Plant 2 was converted to sodium hypochlorite from chlorine on Feb 10, 2015.

- Plant Total Consumption is the combined addition of Plant 1, Plant 2 and Post Filter Trim.

Month


2016

4.5 Filter Polymer (Magnafloc LT 7981) Chemical Consumption

E.L. Smith E.L. SmithRossdale Rossdale

January 2,907 2,261 0.53 0.40

February 2,810 2,136 0.55 0.40

March 863 649 0.15 0.13

April 1,017 905 0.23 0.12

May 1,134 1,357 0.23 0.13

June 1,355 1,465 0.29 0.16

July 1,276 1,808 0.36 0.16

August 1,296 1,675 0.37 0.16

September 1,665 1,955 0.43 0.21

October 2,509 1,716 0.36 0.32

November 3,089 1,803 0.45 0.40

December 2,040 2,179 0.50 0.26

Annual Total

Annual Avg

19,911 21,962

0.37 0.24


- Filter polymer consumption (kg) at 100% by weight mixed at the sites to required solution

Month


2016

4.6 Aqua Ammonia Chemical Consumption


January 22,378 13,780 0.62 0.62

February 23,378 12,696 0.63 0.61

March 22,382 14,552 0.62 0.61

April 26,042 12,876 0.62 0.62

May 27,525 19,393 0.62 0.62

June 25,278 16,312 0.61 0.62

July 25,239 15,862 0.60 0.62

August 25,132 14,631 0.61 0.61

September 23,788 14,149 0.61 0.61

October 22,253 15,053 0.61 0.62

November 22,118 13,152 0.62 0.61

December 22,423 14,589 0.62 0.61

Annual Total

Annual Avg

177,044 287,938

0.62 0.61


- Aqua ammonia consumption (kg) at 100% by weight (solution delivered to sites at a


Month


2016

4.7 Caustic Soda Chemical Consumption


January --------

February 175 0.59 ----

March 61,242 29,227 3.28 4.95

April 102,808 23,485 3.13 6.80

May 155,250 53,326 5.09 10.6

June 155,977 51,064 5.00 9.97

July 247,340 70,680 6.83 15.9

August 397,317 103,641 12.1 25.1

September 442,119 183,430 20.5 30.2

October 303,234 153,866 16.0 22.6

November 221,758 88,737 10.7 16.1

December 67,192 17,998 3.01 4.76

Annual Total

Annual Avg

775,629 2,154,580

8.74 14.7


- Caustic soda consumption (kg) at 100% by weight (solution delivered to sites at a


Month


2016

4.8 Fluoride Chemical Consumption

EL Smith EL SmithRossdale Rossdale

January 19,075 13,269 0.68 0.73

February 18,364 11,738 0.66 0.73

March 18,286 13,797 0.68 0.72

April 20,525 12,159 0.67 0.71

May 22,413 19,233 0.71 0.71

June 21,457 17,169 0.74 0.73

July 20,688 17,146 0.74 0.70

August 21,428 15,264 0.72 0.72

September 20,856 14,962 0.74 0.74

October 18,613 15,863 0.74 0.72

November 18,736 13,358 0.72 0.72

December 18,783 14,679 0.71 0.70

Annual Total

Annual Avg

178,639 239,223

0.71 0.72


- Fluoride consumption (kg) at 100% by weight (solution delivered to sites at a concentration of 21.8%)

MonthDosage

(mg/L)

Consumption

(kg)

20164.9 Sodium Bisulfite Chemical Consumption

E.L. Smith

De-chlorinated

Waste Stream

to Outfall (ML)

De-chlorinated

Waste Stream

to Outfall (ML)

Consumption

(kg)

Dosage

(mg/L)

Rossdale

January 25,844 14.2 688 40.5 29,707 294

February 27,232 14.6 710 48.7 28,553 334

March 36,481 14.5 963 48.2 28,212 259

April 42,018 15.4 1,050 134 74,641 292

May 42,500 15.5 1,064 16.8 17,285 388

June 36,472 15.8 892 18.8 15,447 329

July 34,456 17.1 776 16.1 17,149 409

August 41,878 16.7 947 19.5 21,272 496

September 39,226 16.9 920 13.6 22,177 555

October 51,709 14.4 1,385 13.0 15,488 440

November 51,036 14.9 1,296 12.9 15,212 449

December 48,112 14.2 1,307 15.8 26,414 629

Annual

Total

Annual

Avg

11,998 476,962

15.3 32.9

8,710 4,874

NOTES: ' -- ' indicates Plant Offline

- Sodium bisulfite consumption (kg) at 38% by weight (solution delivered to sites at a concentration of

38.0%)

5.1 Waste Stream Volumes (ML)

2016

Clarifier

Blowdown

Clarifier

Washdown

Backwash

Water

Filter to

Waste

Bypass Plant Total Clarifier

Blowdown

Clarifier

Washdown

Backwash

Water

Filter to

Waste

Bypass LLP Flush HLP

Cooling

Plant Total De-chlorinated

Waste Flow to

Outfall

Rossdale E.L. Smith

Month

January 141 95 61 6.1 249 268 147 14 0.7 22 688303 701----

February 142 85 56 45 237 286 157 21 0.6 19 710328 720----

March 114 73 52 27 250 413 255 66 0.7 17 963265 1,002----

April 30 32 70 60 9.4 246 374 369 50 0.9 26 1,050203 1,067--

May 148 128 122 6.8 325 16 389 283 63 0.6 31 1,064404 1,108--

June 153 92 82 11 263 281 256 83 0.6 31 892339 915----

July 230 85 98 25 261 284 203 21 0.7 27 776438 797----

August 278 92 105 19 255 319 299 66 5.1 27 947495 970----

September 355 20 88 45 44 235 331 284 40 0.6 27 920551 918--

October 271 91 64 25 235 456 600 30 0.6 25 1,385451 1,346----

November 271 99 75 13 300 16 477 451 29 0.8 21 1,296457 1,294--

December 231 221 152 25 289 467 454 95 7.7 25 1,307629 1,337----

2,364 52 1,219 972 255 3,145 32 4,344 3,759 578 20 298 11,998 4,863 12,175Annual

Total

NOTES: - Clarifier washdown volume(s) estimated for clarifier cleaning

- LLP flush, HLP cooling and chlorinated waste flow to outfall are not applicable to the Rossdale WTP

- De-chlorinated waste flow to outfall is the estimated chlorinated waste flow to outfall for dechlorination

Month

5.2 Rossdale Clarifier Blowdown, Clarifier Washdown and Backwash Water Waste Stream Data

TSS

(kg)

Aluminum

(kg)

2016

Clarifier Blowdown Backwash WaterClarifier Washdown

Aluminum

(kg)

TSS

(kg)

TSS

(kg)

Aluminum

(kg)

January 31,431 2,017 0 0 20,236 7,005

February 36,821 1,890 0 0 23,043 7,976

March 107,326 10,676 0 0 11,166 3,865

April 266,942 12,138 1,807 81 4,094 1,417

May 317,097 23,553 0 0 5,544 1,919

June 258,423 24,792 0 0 3,956 1,369

July 1,472,132 35,728 0 0 4,239 1,467

August 1,957,368 46,186 0 0 7,509 2,599

September 554,936 54,023 2,061 108 7,211 2,496

October 350,928 43,532 0 0 8,496 2,941

November 203,732 26,125 0 0 7,470 2,586

December 104,788 10,839 0 0 15,261 5,283

Annual Total 5,661,927 291,500 3,868 189 118,224 40,924

NOTES: '--' indicates that clarifier washdown did not occur

- Clarifier washdown waste stream solids, TSS and aluminum are calculated values

Month

5.3 Rossdale Waste Stream Data

2016

Total Chlorine

(mg/L)

Min Max Avg Min Max Avg

Total Chlorine (mg/L)


Sulfite (mg/L)

De-Chlorinated Waste Flow to Waste

Stream 3

De-Chlorinated Waste Flow to Waste

Stream 7

Sulfite (mg/L)

January 0.00 0.00 0.00 0.000.00 0.006.430.15 20.0 20.0 5.110.40

February 0.00 0.00 0.00 0.000.00 0.006.390.10 20.0 20.0 6.350.10

March 0.00 0.00 0.00 0.000.00 0.005.730.12 20.0 20.0 8.990.26

April 0.00 0.00 0.00 0.000.00 0.007.180.10 20.0 20.0 9.380.10

May 0.00 0.00 0.00 0.000.00 0.007.290.14 20.0 20.0 9.180.19

June 0.00 0.00 0.00 0.000.00 0.006.600.11 20.0 20.0 6.030.46

July 0.00 0.00 0.00 0.000.00 0.006.990.27 20.0 20.0 4.800.13

August 0.00 0.00 0.00 0.000.00 0.006.420.10 20.0 20.0 3.490.69

September 0.00 0.00 0.00 0.000.00 0.005.790.17 20.0 20.0 5.580.60

October 0.00 0.00 0.00 0.000.00 0.005.320.99 20.0 20.0 5.110.47

November 0.00 0.00 0.00 0.000.00 0.006.160.10 20.0 20.0 4.400.14

December 0.00 0.00 0.00 0.000.00 0.006.490.11 20.0 20.0 4.410.14

Annual

Min/Max/Avg 0.00 0.00 0.00 0.00 0.00 6.400.10 20.0 0.10 6.0620.00.00

Month

5.4 E.L. Smith Clarifier Blowdown, Clarifier Washdown and Backwash Water Waste Stream Data

TSS

(kg)

Aluminum

(kg)

2016

Clarifier Blowdown Backwash WaterClarifier Washdown

Aluminum

(kg)

TSS

(kg)

TSS

(kg)

Aluminum

(kg)

January 44,426 3,269 0 0 34,376 11,899

February 65,511 3,167 0 0 47,712 16,516

March 191,427 17,688 0 0 25,555 8,846

April 887,175 30,260 0 0 18,701 6,473

May 424,124 41,396 0 0 10,261 3,552

June 265,412 43,131 0 0 12,641 4,376

July 1,896,009 65,563 0 0 31,035 10,743

August 1,986,818 96,518 0 0 28,310 9,799

September 554,761 91,237 0 0 21,829 7,556

October 326,761 65,482 0 0 15,547 5,382

November 223,753 46,797 0 0 15,693 5,432

December 154,201 23,445 0 0 24,361 8,433

Annual Total 7,020,377 527,953 0 0 286,022 99,008

NOTES: '--' indicates that clarifier wash did not occur

- Clarifier washdown waste stream solids, TSS and aluminum are calculated values

Month

5.5 E.L. Smith Waste Stream Data

2016

Min Max Avg

pH


Sulphite (mg/L) Total Chlorine (mg/L)

De-chlorinated Waste Flow to Outfall

January 8.54 8.890.000.0014.91.24 0.003.05 8.83

February 8.59 9.090.000.0013.30.10 0.002.85 8.89

March 8.11 9.740.000.0017.10.10 0.003.20 8.90

April 8.54 9.100.000.0018.60.10 0.003.52 8.89

May 8.12 9.150.000.0013.80.10 0.002.81 8.91

June 8.44 9.170.000.002.500.71 0.002.50 8.94

July 8.38 9.130.000.0020.00.10 0.004.05 8.90

August -- --0.000.0020.00.49 0.004.66 --

September 6.94 7.640.000.002.500.45 0.002.48 7.31

October 6.55 7.330.000.0011.30.53 0.003.63 6.95

November 6.61 8.030.000.008.840.10 0.002.79 7.28

December 7.28 7.940.000.002.501.63 0.002.50 7.57

Annual

Min/Max/Avg0.003.1820.00.10 0.000.00 8.4 9.7 6.6

6.0 Reservoir Chlorine Residual (mg/L) - Part 1

2016

Day Min

Reservoir

Max Avg

OrmsbyPapaschase 1 Clareview Discharge

AvgMaxMin AvgMaxMin Min Max Avg Min Max Avg

Millwoods Discharge Kaskitayo

1.57 1.53 1.47 2.08 2.18 2.06 2.01 1.72 1.81Jan 1.08 2.16 1.86 1.87 2.60 2.12

1.83 1.74 1.36 2.14 2.24 2.20 2.05 1.77 1.97Feb 1.86 2.22 2.10 2.01 2.24 2.10

1.74 1.46 1.52 2.18 2.55 2.08 1.99 1.78 1.88Mar 1.38 2.20 2.10 1.80 2.20 2.11

1.67 1.38 1.42 2.14 2.02 2.00 1.89 1.70 1.84Apr 1.78 2.10 1.99 1.71 2.09 1.99

1.50 1.43 1.34 2.24 1.96 1.96 1.80 1.57 1.77May 1.25 2.08 1.91 1.69 2.07 1.96

1.44 1.45 1.16 1.90 1.76 1.90 1.64 1.32 1.62Jun 1.64 1.96 1.78 1.69 2.00 1.87

1.19 1.25 0.96 1.79 1.76 1.78 1.48 1.12 1.44Jul 1.60 1.79 1.66 1.65 1.97 1.79

1.10 1.00 1.00 1.71 1.77 1.87 1.46 1.29 1.36Aug 1.28 2.01 1.76------

1.15 1.11 0.96 1.95 1.92 1.82 1.58 1.28 1.35Sep 1.36 2.20 1.94 1.59 2.16 1.90

1.54 1.13 0.99 1.98 2.25 1.98 1.83 1.28 1.37Oct 1.77 2.23 2.02 1.82 2.28 2.10

1.06 1.12 1.10 2.06 2.29 1.98 1.92 1.40 1.46Nov 1.71 2.18 2.02 1.90 2.19 2.11

1.54 1.13 1.24 1.97 2.19 1.99 1.99 1.56 1.49Dec 1.32 2.25 2.04 1.42 2.21 2.11

Min/Max/

Avg

Monthly

1.50 2.20 0.96 1.79 2.55 1.06 1.00 2.24 1.62 1.08 2.25 1.98 1.28 2.60 1.99

NOTES: '--' Indication Analyzer Offline

6.1 Reservoir Chlorine Residual (mg/L) - Part 2

2016

Day Min

Reservoir

Max Avg

LondonderryRosslyn 1 N. Jasper Place

AvgMaxMin AvgMaxMin Min Max Avg Min Max Avg

Rosslyn 2 Thorncliffe

1.31 1.24 1.22 2.17 2.74 1.76 2.02 1.59 1.59Jan 1.34 2.41 1.94 1.71 2.15 1.81

1.62 1.65 1.46 2.25 2.28 1.91 2.10 1.63 1.79Feb 1.70 2.38 2.03 1.65 2.25 1.84

1.48 1.40 1.13 2.28 2.31 1.86 2.02 1.62 1.82Mar 1.59 2.26 1.98 1.13 2.16 1.69

1.66 1.61 1.42 2.19 2.15 1.81 1.94 1.63 1.83Apr 1.50 2.26 1.91 1.51 2.13 1.67

1.54 1.38 1.37 2.10 2.33 1.75 1.93 1.59 1.67May 1.25 2.35 1.82 1.47 2.17 1.60

1.42 1.33 1.19 2.05 2.28 1.69 1.69 1.36 1.47Jun 1.20 2.29 1.64 1.26 2.14 1.45

1.45 1.20 0.95 1.97 1.85 1.38 1.64 1.13 1.35Jul 1.10 2.22 1.54 1.08 2.11 1.29

1.00 1.00 1.95 1.34 1.11 1.23Aug 1.00 2.13 1.45 1.02 2.17 1.21-- ----

1.02 1.06 2.12 1.56 1.37 1.28Sep 1.32 2.34 1.50 1.04 2.25 1.33-- ----

1.20 1.09 0.97 2.12 2.45 1.42 1.89 1.22 1.37Oct 1.00 2.55 1.74 1.24 2.25 1.54

1.55 1.26 1.04 2.14 2.23 1.54 1.91 1.30 1.44Nov 1.11 2.53 1.88 1.44 2.16 1.63

1.55 1.46 1.16 2.34 2.16 1.63 1.90 1.47 1.69Dec 1.56 2.46 1.96 1.46 2.16 1.68

Min/Max/

Avg

Monthly

1.43 1.91 0.95 1.93 2.74 1.20 1.00 2.34 1.52 1.00 2.55 1.81 1.02 2.25 1.54

NOTES: '--' Indication Analyzer Offline

Documents

EDMONTON WATERWORKS - EPCOR · commissioned and completed by Q3 of 2017; • ELS Lowlift PH Intake Upgrade/ Travelling water screens upgrade – construction was commissioned and