2018 ANNUAL SUMMARY REPORT Amended Environmental ......1. A summary and interpretation of all...

2018 ANNUAL SUMMARY REPORT

Amended Environmental Compliance Approval

Number 6245-AB6HDR

The 2018 WPCP Summary Report was prepared by:

Holly Grant Compliance Coordinator

Reviewed by: Ted Joynt “Acting” Overall Responsible Operator

Corporation of the Township of Cramahe Village of Colborne Wastewater Treatment Plant Performance Report 2018

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Executive Summary

The enclosed Annual Summary report is prepared in accordance with Amended

Environmental Compliance Approval (ECA) # 6245-AB6HDR Condition 9 Reporting

subsection (5) for the Township of Cramahe (Operating Authority) Village of Colborne Water

Pollution Control Plant (WPCP) for submission to the Ministry of Environment Conservation &

Parks (MECP) no later than March 31, 2019.

The secondary purpose of this 2018 Summary Report is to keep the Operating Authority,

Owner (Council) informed regarding the general operation, maintenance and facility

compliance regarding solids and liquid handling and disposal as per the ECA.

Each year it is a requirement that the owner prepares and submits an annual summary

report for the previous calendar year and must contain the following information:

A. A summary and interpretation of all monitoring data and a comparison to the

effluent limits outlined in Condition 6, including an overview of the success and

adequacy of the Works;

B. A description of any operating problems encountered and corrective actions

taken;

C. A summary of all maintenance carried out on any major structure, equipment,

apparatus, mechanism or thing forming part of the Works;

D. A summary of any effluent quality assurance or control measures undertaken in

the reporting period;

E. A summary of the calibration and maintenance carried out on all effluent

monitoring equipment and;

F. A description of efforts made and results achieved in meeting effluent objectives

listed Condition 5.

G. A tabulation of quantity of sludge generated in the reporting period, an outline of

anticipated quantities to be generated in the next reporting period and a summary

of the locations to where the sludge was disposed;

H. A summary of any complaints received during the reporting period and any steps

taken to address the complaints;

I. A summary of all by-pass, spill or abnormal discharge events;


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J. A copy of all notices of Modifications submitted to the Water Supervisor as a result

of Schedule B, Section 1, with a status report on the implementation of each

modification.

K. A report summarizing all modifications completed as a result of Schedule B

Section 3: and

L. Any other information the Water Supervisor requires from time to time


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Referencing Information

Colborne Wastewater Treatment Plant 2018

Performance Report

Owner and Operating Authority – Corporation of the Township of Cramahe

Environmental Compliance Approval – 6245-AB6HDR, August 8, 2016

Mailing Address – PO Box 357, Colborne, Ontario, K0K 1S0

Site Address - 1108 Ontario Street, Colborne, ON

Municipal Contact Phil Kelly, Operator-in-Charge

Voice – (905) 355-2982

Email – [email protected]

Compliance Coordinator Holly Grant

Voice – (905) 355-2821 Ext: 126

Email – [email protected]

Acting ORO Ted Joynt

Cellular - 613-284-7290

Email - [email protected]

Works Number # 120000088

mailto:[email protected]




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Table of Contents

Contents Executive Summary .................................................................................................... 1

Table of Contents ....................................................................................................... 4

1. A summary and interpretation of all monitoring data and a comparison to the effluent

limits outlined in Condition 6, including an overview of the success and adequacy of

the Works; ...................................................................................................... 6

2. Process Description ........................................................................................ 6

3. A description of any operating problems encountered and corrective actions taken;

................................................................................................................... 9

4. A summary of all maintenance carried out on any major structure, equipment,

apparatus, mechanism or thing forming part of the Works; ................................... 9

5. A summary of any effluent quality assurance or control measures undertaken in the

reporting period; ............................................................................................ 10

6. A summary of the calibration and maintenance carried out on all effluent monitoring

equipment and; ............................................................................................. 10

7. A description of efforts made and results achieved in meeting effluent objectives

listed Condition 5. .......................................................................................... 11

8. A tabulation of quantity of sludge generated in the reporting period, an outline of

anticipated quantities to be generated in the next reporting period and a summary of

the locations to where the sludge was disposed; ................................................ 12

9. A summary of any complaints received during the reporting period and any steps

taken to address the complaints; ..................................................................... 12

10. A summary of all by-pass, spill or abnormal discharge events; .......................... 12

11. A copy of all notices of Modifications submitted to the Water Supervisor as a result

of Schedule B, Section 1, with a status report on the implementation of each

modification. ................................................................................................. 13

12. A report summarizing all modifications completed as a result of Schedule B Section

3. ................................................................................................................. 13

13. Any other information the Water Supervisor requires from time to time .............. 13

14. Summary .................................................................................................... 14


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APPENDICES

Appendix A – Environmental Compliance Approval #6245-AB6HDR

Appendix B – Monitoring Data and Comparison to Effluent Limits

Appendix C – Maintenance Records

Appendix D – MUMPS Report

Appendix E – Lethality Testing

Appendix F – Calibration Reports

Appendix G – Bypass Report

Appendix H – Operator Licenses


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1. A summary and interpretation of all monitoring data and a comparison to

the effluent limits outlined in Condition 6, including an overview of the

success and adequacy of the Works;

The plant operated and was maintained in such a manner that the concentrations

and waste loadings of material (CBOD5, TSS, TP, TKN, Total Chlorine Residual,

and E.coli) met all effluent parameters and did not exceed limitations. The

monthly average concentration and average loadings were all within limits. The

pH of the effluent was maintained within range of set limitations at all times.

Flows were well within the Design Flow Rate (based on monthly averages) and the

yearly average of all limits was well within the set perimeters.

The monthly Geometric Mean Density of E.coli for the month of July exceeded the

set limit and was reported to the Ministry of Environment Conservation & Parks

(see section 7). All other months did not exceed the limits set out for the effluent

discharged from the plant and the effluent was continually disinfected to meets

these limits.

See Appendix B

2. Process Description

The Colborne Wastewater Treatment Process is an extended aeration process.

Raw Sewage flows by gravity (there are no lift stations) to the plant where the

wastewater passes through a “Muffin Monster” (grinder) to comminute the

sewage. The sewage is then pumped to grit channels and thence flows by gravity

to an aeration basin followed by a clarifier. Aluminum Sulphate (coagulant) is

added between the aeration basin and the secondary clarifier where phosphorous

and solids removal occurs.

The process treated sewage then flows to an effluent pumping station where

sodium hypochlorite (NaOCl) is added for disinfection. The sewage is then pumped


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into a force main to a dechlorinating facility (using sodium metabisulphite

(Na2S2O5) located approximately 1.25 km south from the plant. From the

dechlorinating facility, final effluent flows to Lake Ontario.

There are two unique features in the plants design. The first being a peak flow

attenuation pond, to which raw sewage flows when it exceeds the designed

peak flow and then is directed by an overflow weir. As such there is virtually

no chance for a sewage bypass. The peak flow attenuation pond is emptied by

directing flow back into the plant for treatment once peak flows subside. The

second feature is a bio solids holding pond which has the capacity to hold

several years of sludge. This bio solids holding pond decants by gravity into

the peak flow attenuation pond.

The facility has an onsite waste Stabilization Pond with a capacity of 4000 m3

for the storage for waste activated sludge (WAS). WAS is discharged to this

Stabilization Pond where odors’ are controlled and the sludge is allowed to

stabilize so that land application can occur. Every 3 to 4 years this “sludge”

must be removed and land applied in order to make room for future sludge

buildup. Removal occurred in October 2016.

There are two composite samplers, one for raw wastewater and one for final

effluent. There are two final effluent sample points, one at the dechlorinating

facility and the second sampling point at Station 2 (final effluent), prior to

discharge to Lake Ontario.

The Water Pollution Control Plant (WPCP) is presently operating with a Supervisory

Control and Data Acquisition (SCADA) system. This system automates all of the

electrical, chemical and mechanical schemes, which work in combination to treat the

waste water. The SCADA system was updated in 2018, improving and allowing for

better collection, interpreting and trending of data. The upgrades involved the

installation of a new PLC control program (iFIX), along with new SCADA computers

and monitoring screens. As well, a new data historian reporting system was

installed (e-RIS) which allows for better control over plant data then the previous

reporting system. The new system also includes complete redundancy to ensure


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that should one SCADA computer fail, then the other can be used without loss of

data or plant control.

The new SCADA system allows the operators to control, monitor, trend and report

on various aspects of water plant including:

• Influent pump station pump control,

• Aeration tank blower control,

• Groundwater pump station pump control,

• Alum injection system control,

• RAS / WAS pump & valve control,

• Scum pumping station pump control,

• Effluent pumping station pump control,

• Monitoring of various other alarms and process parameters

The SCADA process control system, ultimately filters commands that control pumps,

process interlocks and alarms that alert operators when equipment malfunctions or

processes fail. The system also monitors and tracks large volumes of data that are

used for trending, process control and compliance reporting. The computers and

servers that make up the SCADA system operate 24/7 and are never shut down.

The dechlorinating facility includes dosing based on flow, which is likewise

monitored through the SCADA system.

Flows are measured by Parshall flumes, one Parshall flume is located immediately

upstream of the grit channels and one after the clarifier. There is an

electromagnetic flow meter located at the dechlorinating facility used for process

control to dose the dechlorinating agent and measure flow to Lake Ontario.

Emergency power is provided by an onsite generator capable of running the

facility with power to spare. This generator is exercised monthly to make sure it’s

always ready to supply power during a power outage. There is also a second


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generator located at the dechlorinating building should line power be effected at

that location.

3. A description of any operating problems encountered and corrective actions

taken;

Compliance for pH of the Effluent

On September 20, 2018 a noncompliant reading of our pH at the Effluent was

reported to the Ministry of Environment Conservation & Parks.

The results of testing by SGS Canada Inc, for the week of September 6th, 2018,

provided a field pH of 5.8 at the final effluent Station #2 grab. This reading was

not correctly recorded by our operator and a faulty reading was presented as a

noncompliance. The pH recorded was taken from our SCADA screen, which

shows the pH at the dechlorinating point and not a pH grab sample at the final

effluent point prior to discharge to Lake Ontario, which is the compliance sampling

point for pH and E.coli.

Corrective Action

We have currently changed the plant sampling procedures to incorporate the pH

recorded at the final effluent station #2 grab. All records for the MUMPS 2018

have been updated to reflect the change (revised and resubmitted). We have also

changed the formatting on our internal reports to calculate the pH (MIN & MAX)

from the final effluent reading.

4. A summary of all maintenance carried out on any major structure,

equipment, apparatus, mechanism or thing forming part of the Works;

No major equipment repairs were needed throughout the year. Routine

maintenance was carried out based on manufactures’ recommendations and as

needed. The Chemical pumps were replaced (Coagulant & Sodium Hypochlorite)


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for newer, more efficient models. An inspection was scheduled in late July for the

Aeration Tank. This inspection consisted of draining the tank and removing

accumulated debris (flushable), sand and other grit. An inspection for broken

diffusers and other mechanical features was performed.

See Appendix C

5. A summary of any effluent quality assurance or control measures

undertaken in the reporting period;

Quality control is monitored using the daily SCADA printouts and online

instrumentation location in the control room. Reviewing the laboratory results

when they are received, and routine activities such as manually checking sludge

depths add to the control measures taken. A daily and monthly report is

populated as data is entered into the SCADA system. The reports contain

conditional formatting which alerts the operator to any situations where the ECA

limits and objectives are exceeded.

Process changes are made based on an accredited laboratory results, in-house

testing and physical monitoring so as to achieve the best quality effluent.

See Appendix D – MUMPS - Municipal Utility Monitoring Program

See Appendix E – Acute Lethality of Municipal Sewage Effluents

6. A summary of the calibration and maintenance carried out on all effluent

monitoring equipment and;

The plant flow meters were annually calibrated in August by Franklin Empire Inc.

Other instrumentation, such as pH meters are calibrated in-house prior to each

use.

See Appendix F - Calibration Reports for 2018


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7. A description of efforts made and results achieved in meeting effluent

objectives listed Condition 5.

The plant effluent concentrations in terms of CBOD and Total Ammonia Nitrogen

(TAN) and Total Suspended Solids (TSS) and Total Phosphorous (TP) were all

within the required ECA limits for 2018. The limit for Total Chlorine Residual was

met. Data collected for 2018 shows that the extended aeration process provided a

high quality of effluent.

The nutrient loadings on the receiving body of water (Lake Ontario) were within

the criteria noted in the Environmental Compliance Approval #6245-AB6HDR.

E.coli Exceedance Non-Compliance

The testing results for the Colborne WWTP effluent for the month of August 2018

exceeded the limit for E.coli. The limit for the E.coli Geometric Mean is 200

CFU/100 mL and the actual reported results were 225.60 CFU/100mL.

The elevated readings of E.coli occurred after planned maintenance on the

Aeration Tank, which began on Monday July 23, 2018. Samples were collected

shortly after treatment was restored to ensure continual compliance.

Reporting & Corrective Action

Verbal notification was communicated to the district office prior to and formally on

September 11, 2018, to report the exceedance at the end of August with Dee Cox

(Drinking Water Inspector for MECP). A written report was submitted to the MECP

on September 12th, 2018 to provide written notification of an exceedance as per

the Colborne Water Pollution Control Plant (WPCP) Environmental Compliance

Approval (ECA) Number 6245-AB6HDR.


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Daily sampling was performed in order to render compliance. This sampling

helped to ensure the Aeration Tank and disinfection process was functioning and

the E.coli was within Geometric Mean of 200 CFU/100 mL.

A summary of the 2018 Operating Data is attached as Appendix B to

this report.

8. A tabulation of quantity of sludge generated in the reporting period, an

outline of anticipated quantities to be generated in the next reporting period

and a summary of the locations to where the sludge was disposed;

In October of 2016 the “waste sludge” was removed from the waste stabilization

pond. We are estimating based on the sludge removed that approximately 700 to

800 cubic meters of wasted sludge accumulates every year. There was no sludge

removed or land applied in 2018. The quantity of sludge estimated to accumulate

in 2019 will be similar to what was generated in 2018.

9. A summary of any complaints received during the reporting period and any

steps taken to address the complaints;

No formal complaints were received in 2018 regarding the Wastewater

Treatment Plant.

10. A summary of all by-pass, spill or abnormal discharge events;

The plant includes a peak flow attenuation pond that permits discharge to the

pond during high flows, as such there were no plant bypass events or abnormal

discharges or spills during the year. Quarterly reports were submitted to the MECP

as per the ECA.

See Appendix G – Bypass Report


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11. A copy of all notices of Modifications submitted to the Water Supervisor as

a result of Schedule B, Section 1, with a status report on the implementation

of each modification.

There were no modifications as a result of Schedule B, Section 1 of the ECA

12. A report summarizing all modifications completed as a result of Schedule B

Section 3.

There were no modifications as a result of Schedule B, Section 3 of the ECA

13. Any other information the Water Supervisor requires from time to time

All requests for operating information by the district MECP office were responded

to.

See Appendix H – Operators Licensing


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Summary

The Colborne WWTP is operated with the highest intent of achieving compliance

and maintaining a rated capacity of 1,750 m3/d for the transmission and

treatment of the raw wastewater and disposal of effluent to Lake Ontario. The

township operators continue to strive to attain their required licensing levels and

meet all training expectations that are required.

It is expected in 2019 that more focus will be placed on flow control during high

flow periods. Utilizing the attenuation pond more will allow high seasonal flows

such as snow melt, storm water, and high collection system infiltration and inflow

(I&I) to better control loadings on the plant.

Moving forward our new SCADA system will allow for a more robust reporting

structure developed by Eramosa Engineering Inc. The new system will allow and

provide supplementary options for an expandable system and eliminate all paper

and spreadsheets that were used previously.

If you have any questions or require clarification please do not hesitate to contact

Ted Joynt Acting ORO or myself Holly Grant.


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Please refer to the Process Schematic drawing on the following page.


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Appendix A – Environmental Compliance Approval #6245-AB6HDR


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Appendix B – Monitoring Data and Comparison to Effluent Limits

Parameter Unit Jan Feb Mar Apr May June July Aug Sep Oct Nov DecObjective Limit

Maximum Day Effluent Flow(4) m3/d 2,930 3,706 2,377 3,826 2,622 1,915 748 1,244 1401.00 1,291 3,320 2,761 2345.08

Minimum Plant Effluent Flow (4) m3/d 934 1,021 1,302 1,346 984 998 0 537 2.50 3 506 1,195 735.63

Average Plant Effluent Flow (4) m3/d 1400.39 1703.00 1703.45 2,218 1779.226 997.57 545.19 798.45 739.04 777.95 1498.22 1654.31 1317.92

Peak flow Rate m3/d 4,838 4,838 4,838 4,838 4,838 4,838 4,838 4,838 4,838 4,838 4,838 4,838 4838.00

Total Plant Flow for the Month(4) m3 43,412.00 47,684.00 41,567.00 66,546.00 55,156 29,927.00 16,901 24,752 22171.30 24,116.60 44,947 51,284 39038.59

Bypasses events 0 0 0 0 0 0 0 0 0 0.00 0 0 0

Raw Sewage BOD mg/L 119.25 109.50 98.40 147.25 114.00 123.50 103.00 261.00 76.50 164.00 83.60 66.75 122.23

Raw Sewage TSS mg/L 124.50 111.50 88.20 64.00 119.60 163.00 99.00 206.20 53.75 137.00 103.00 43.00 109.40

Raw Sewage TKN mg/L 29.60 22.23 2.87 16.53 21.42 34.03 33.15 39.38 21.75 35.33 3.18 1.90 21.78

Raw Sewage TP mg/L 3.67 3.14 2.60 1.90 2.72 4.14 3.87 3.68 21.75 3.93 28.56 19.90 8.32

Effluent CBOD mg/L 2.3 4.0 2.9 3.50 4.2 4.00 3.3 2.0 2.50 2.00 2.00 2.00 2.89

Effluent CBOD Loading (4) kg/d 3.15 4.26 3.49 7.76 7.47 3.99 1.82 1.92 2.41 1.56 3.00 3.31 3.68

Effluent TSS mg/L 9.50 8.5 9.6 13.50 22.4 13.00 10.0 6.6 12.25 6.25 9 11.25 11.00

Effluent TSS Loading (4) kg/d 13.30 14.48 12.87 29.95 39.85 12.97 5.45 5.27 12.19 4.86 13.78 18.61 15.30

Effluent NH3 and NH4 mg/L 0.15 0.45 0.40 0.20 0.12 0.10 0.10 0.10 0.10 0.10 0.00 1.33 0.26

Effluent TP mg/L 0.16 8.50 0.14 0.20 0.29 0.32 0.67 0.64 0.36 0.08 0.15 0.22 0.98

Effluent TP Loading (4) kg/d 0.22 0.19 9.60 13.50 0.52 0.32 0.37 0.51 0.35 0.06 0.22 0.36 2.18

Effluent TC mg/L 0.16 0.01 0.01 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.02

Effluent E. Coli /100 mL 39.09 3.25 2.00 13.13 12.68 3.87 40.79 225.60 155.13 50.50 9.00 22.43 48.12

Effluent Lethality Trout % N/A 0.00 0.00 0

Effluent Lethality Dm % N/A MUMP SUMMARY 0

Max pH 6.70 6.66 6.8 6.85 6.80 6.60 6.7 6.6 6.30 6.05 6.20 7.60 6.66

Min pH 6.50 6.7 6.6 6.79 6.4 6.50 6.48 5.8 5.60 5.70 6.00 7.30 6.36

Temperature Celsius 8.77 8.04 8.08 8.33 12.76 14.61 16.21 20.22 19.33 15.96 6.02 10.19 12.38

Field pH 7.10 6.83 7.34 7.25 6.98 6.75 6.90 6.45 6.93 7.23 7.62 7.50 7.07

Colour Scheme

Meets Objective or within design parameters

Meets Limits

Exceeds Limit

Ran to Pond

Notes The value listed is the design flow. There is not limit set in the Current ECA

(1) The greater number applies Nov 1 to Apr 30

(2) The ECA sets requirments if lethality is detected. The ECA provides that after eight (8) consecutive results with no lethality sampling can be reduced to annually.

(3) Note flow meters are calibrated at +/- 15% as such flows and loadings vary within this range ECA section 8 (9)

(4) ECA Number 6014-9Y7HJH dated July 7, 2015

NOTE: Final Flows (average)for June through August are an estimate due to faulty flow meter FIT 615 final

Abbreviations

Dm Daphnia magna NO No set objective

kg/d kilograms per day NS Not sampled

m3/d cubic metres per day TAN Total Ammonia Nitrogen

mg/L milligrams per Litre TP Total Phosphorous

NA Not Applicable TSS Total Suspened Solids

ND Non Detect based on an average of <0.01 mg/L

ECA (5)Annual Avg

Colborne Water Pollution Control Plant 2018 Annual Results


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Appendix C – Maintenance Records

Date Equipment Company Operator Work Completed

January 5, 2018 Sludge Conveyor PhilBreaking up ice formation to prevent flytes from breaking, cross collctor also has ice build up, this

is occuring 2 or 3 times a day





January 8, 2018 Clarifier Phil Breaking up ice formation to prevent flytes from breaking, cross collctor also has ice build up

January 10, 2018 Alum Phil Low Alum alarm 12%- turned samplers on

January 13, 2018 Clarifier Phil Breaking up ice formation to prevent flytes from breaking

January 14, 2018 Clarifier Phil Breaking up ice formation to prevent flytes from breaking

January 16, 2018 Sludge Conveyor Phil Breaking up ice formation to prevent flytes from breaking, cross collctor also has ice build up

January 17, 2018 Sludge Conveyor Breaking up ice formation to prevent flytes from breaking, cross collctor also has ice build up



January 30, 2018 Sludge Conveyor Phil Breaking up ice formation to prevent flytes from breaking, cross collctor also has ice build up



February 2, 2018 Sludge Conveyor Phil Breaking up ice formation to prevent flytes from breaking, cross collctor also has ice build up

February 3, 2018 Sludge Conveyor Phil Breaking up ice formation to prevent flytes from breaking, cross collctor also has ice build up

February 9, 2017 SCADA Eramosa Shane Carney - Could not access trending - Now operating trending flows

February 16, 2018 SCADA Eramosa Shane Carney - Screens Frozen - fixed SCADA 2

February 16, 2018 Alarm Ted Test Alarms - Alarm testing sheet filled out - 1 Alarm tested, processing confrimed

February 18, 2018 Sluge Pump Phil P-511 Alarm - activated sludge pump

February 20, 2018 Weirs and Effluent Channel Phil Wash down

February 21, 2018 SCADA Eramosa Ted Screen frozen

March 2, 2018 Sluge Pump Phil P-511 - Leak detection code, went to pull and fault cleared.

March 5, 2018 Electrical rowely Electric Phil Plug replaced at bysulphate building

March 6, 2018 SCADA Eramosa Brian - on site to install e-RIS couple of hours training

March 6, 2018 Generator Rowley Electric Exercised

March 7, 2018 Building Maintenance Electrical Rowley Electric Dechlor Building receptacle and generator room cleaned and checked mice intrusion

March 12, 2018 Sanitary/ Collection System Sewer Tech Phil Smoking Testing - Approximant one week

March 25, 2018 Sanitary/ Collection System Sewer Tech Phil Flushing & Cleaning Sanitary System - Approximant 6+ weeks

April 2, 20187 Sanitary/ Collection System Sewer Tech Phil Flushing & Cleaning Sanitary System - Approximant 6+ weeks

April 12, 2018 SCADA Eramosa Phil Shane Carney - Could not access trending - Now operating trending flows

April 14, 2018 Generator Rowley Electric Phil Power outage - generator not operating properly - not getting fuel

April 15, 2018 Generator Mechanic (Bob) Phil Power outage - generator not operating properly - not getting fuel

April 16, 2018 Generator Rowley Electric & Mechanic Phil Generator issues - faulty fuel pump - on order

April 16, 2018 Attentation Pound Phil Bypassing - Heavy Rain

April 18, 2018 Generator Rowley Phil New fuel pump dod not resolve isses

April 20, 2018 Generator Rowley Electric & Mechanic Phil Generator issue resolved tap valve for delivering fuel to diesel replaced and problem resolved

May 2, 2018 RAS Pump Rowley Electric Phil Leak detection Alarm - pump pulled for repair

May 2, 2018 Pond Phil Pond levels high draining pond valve opened 4 turns

May 8, 2018 Sluge Pump Ted P-511 Alarm - activated sludge pump P911 (coag) in local O/S

May 15, 2018 WWTP Andrew Cleaned plant

May 16, 2018 e-RIS EramosaAndrew, Phil and

Holly Training 3 hours

May 21, 2018 Pond Phil Valve turned off drain of pond stopped achieved level required

May 26, 2018 Alum Pump Phil pump not working - fixed issues

May 29, 2018 Coag Pump Ted & Phil P911 Coag pump - same issues - pulled pump to service unit. Place other pump into service

May 29, 2018 Coag Pump Eramosa Ted & Phil Pump rotation for P911 not communitcating on screen - sent to Shane to fix issue

May 29, 2018 SCADA Eramose Ted spoke to Prashanta regarding e-RIS report they are going to work on getting our reports to work

June 5, 2018 Generator Rowley Electric Phil Annual Cert of Generators

June 14, 2018 e-RIS Eramosa Phil, Holly 2 hoursTraining

June 19, 2018 Scum pit Andrew clean And inspected pit

June 26, 2018 Cross Collector Ted Shear pin broken and repaired

June 26, 2018 Wiers Andrew hosed weirs and secondary

July 3, 2018 Scum pit Andrew cleaned and emptied

July 9, 2018 Raw WW Sampler TedChanged hose and clean debris out of suction line

July 17, 2018 Scum pit Andrew Cleaned and emptiedJuly 20, 20018 SCADA Ted Reviewed data entry sheets with Prashanta including annual reportJuly 23, 2018 Aeration Tank All Started preparing to empty tank for inspection and cleaning July 24, 2018 Aeration tank All Started pumping mixed liquor out of aeration rank

July 25, 2018 Aeration tank Quinte Sewer All quinte onsite cleaning aeration tank

MAINTENANCE

July 26, 2018 Aeration Tank Quinte Sewer All Quinte onsite cleaning and removing debris

July 26, 2018 Aeration Tank All Refilling aeration tank 20;45

July 27, 2018 Aeration Tank turned on blowers and flights WW entering secondary tank

jult 28, 2018 Secondary tank All turned on cross collector

August 1, 2018 flow meters Franklin empire Franklin onsite to verify flow meters dechlor, parshall flumes

August 3, 2018 Pond Phil opened pond valve 6.5 turns to start lowering pond and bring WW through process

August 15, 2018 SCADA TJ servers not connected to each other communication cable faulted replaced

August 19, 2018 Chem pump Hypo Phil Air locked bleed

August 22, 2018 Raw sewage pump Phil Pump rowely electrical called to inspect pump, reset elelctrical and reinstalled

August 24th, 2018 SCADA Eramosa Could not access log in Eramosa fixed

August 25, 2018 Hypo Punps Phil Bledd air lock P612

August 27, 2018 Pond Andrew clear vegetation around pond

August 28, 2018 Hypo Punps Philair locked bleed pump

August 29, 2018 Cross Collectors Andrew Cross collector not moving shear pin broken and replaced

August 29, 2018 Pond Andrew more vegetation removed from around pond

September 1, 2018 Hypo Pumps Phil Air locked bleed air out P6121

September 2, 2018 Hypo Pumps Phil Air locked bled air out P612

September 3, 2018 Hypo Pump P612 Phil Airlocked Bled air

Sepember 4, 2018 Pond Andrew Removing vegetation from pond shores

September 5, 2018 Pond Andrew Removing vegetation from pond shores


September 7. 2018 Pond Andrew Removing vegetation from pond shores

September 8, 2018 Hypo pumps both Phil Air locked bled air out P612



September 15, 2018 Hypo pumps both Phil Air locked bled air out P612

September 17, 2018 Hypo pumps Franklin Empire Phil / Ted Set up P612 started and 2 hours training

September 23, 2018 Hypo Pumps p611 Phil P 611 air locked bled air out

September 26, 2018 Hypo Pump P611 Phil P 611 air locked bled air out

September 28, 2018 Raw Sampler Ted Changed out suction hose was plugged

October 4, 2018 Seondary, Wiers Chain and flights Andrew hosed down and cleaned

October 8, 2018 Hypo Pumps P611 Phil Air locked bled air out P611

October 11, 2018 DO Meter Ted Installed new probe and sensor

November 5, 2018 Scum Pump PhilPump in alarm

November 8, 2018 Scum Pump Phil Pulled pump had faulted

November 12, 2018 pH probe at post dechlor PhilpH probe faulted post decchlor, no temp or pH reading now this in not compliance related

operational only

November 30, 2018 Samplers Ted Tested both samplers all working

December 10, 2018 Pond Phil draining pond back to process valve open 1 turn

December 19, 2018 Scum pump Phil / TedPulled scum pump appeared to hvae faulted inspection didn’t reveal any issue reinstalled and

place back in service

December 19, 2018 Scum pit Quinte Quinte sucked out scum pit we thoht maybe solids were affecting the pump

December 24, 2018 Scum pit PhilWashed down walls in scum pit to remove any solids this is related to scum pump issues a day ago

December 24, 2018 Cell 1 PhilPond has now been lowered to desired volume valve shut down

December 27, 2018 collector sprockets Andrew Clear ice from sprockets


Page 20

Appendix D – 2018 MUMPS REPORTS

2062 (2011/03) © Queen’s Printer for Ontario, 2011 Page 1 of 2

Ministry of the Environment Municipal Utility Monitoring Program (MUMP) R1

Mechanical Plants

Project Name

Colborne Wastewater Treatment Plant Mailing Address

Unit No. Street No.

1

Street Name

Toronto Street

PO Box

357 Municipality/City/Town

Colborne

Province

ON

Postal Code

K0K 1S0 Operating Authority

The Corporation of the Township of Cramahe Mailing Address

Unit No. Street No. Street Name

Same As Above

PO Box

Municipality/City/Town Province Postal Code

File No. Works Number Data Period

Days Discharge Type Update Code Month Year

4 6 1 2 0 0 0 0 0 8 8 0 1 18 3 1 2 R

1 2 3 11 16 19 20 21 22 80

C.P.

0 1 FLOWS Parameter Code Dec Monthly Results

12 13 Total Flow (103m

3 ) 5 0 0 1 0 3 4 3 . 4 1

Average Daily Flow (103m

3/d) 5 0 0 1 5 3 1 . 4 0

Maximum Daily Flow (103m

3/d) 5 0 0 2 0 3 2 . 9

30 34 35 38 46

2 6 BYPASS No. of Occurrences

12 13 Plant Bypass Volume (103m

3) 5 0 0 2 6 3 .

Duration (hrs) 8 0 5 6 3 1 . Secondary Bypass Volume (10

3m

3) 5 0 0 4 0 3 .

Duration (hrs) 8 0 5 6 5 1 . 30 34 35 38

0 3 RAW SEWAGE No. of Samples

12 13 BOD5 (mg/L) 0 0 0 0 1 0 1 1 9 4

Suspended Solids (mg/L) 0 0 0 0 6 0 1 2 4 4

TKN (mg/L) 0 0 0 2 0 2 2 9 . 6 0 4

Total Phosphorous (mg/L) 0 0 0 3 3 1 3 . 6 4 30 34 35 38

0 4 FINAL EFFLUENT 12 13 BOD5

(mg/L) 0 0 0 0 1 1 2 . 2 4

Suspended Solids (mg/L) 0 0 0 0 6 1 9 . 5 4 Ammonia + Ammonium (mg/L) 0 0 0 1 9 2 0 . 1 5 4 TKN (mg/L) 0 0 0 2 0 2 . 0 Total Phosphorous (mg/L) 0 0 0 3 3 2 0 . 1 6 4

(Representative of Final Discharge) 30 34 35 38

0 7 DISINFECTION 12 13 Chlorine Used (kg as Cl2) 5 0 3 2 0 1 1 8 5 . 9

Chlorine Dosage (mg/L as Cl2) 8 0 4 1 0 1 4 . 2

Chlorine Residual (mg/L as Cl2) 8 0 4 2 0 1 0 . 0 1 0 4 (Representative of Final Discharge) 30 34 35 38 48 51

dd

Operator Telephone Number

905-355-2982

Email Address

[email protected] / [email protected]/[email protected] Comments

Return completed form to:

1. Environmental Monitoring and Reporting Branch, MOE, at [email protected] AND

2. Your Environmental Officer at your local District/Area MOE Office. (Find your local MOE office: http://www.ene.gov.on.ca/environment)


http://www.ene.gov.on.ca/environment

2062 (2011/03) Page 2 of 2


Mechanical Plants

Project Name


Unit No.

Street No.

1

Street Name

Toronto Street

PO Box


Colborne

Province

ON

Postal Code


The Corporation of The Township of Cramahe Mailing Address

Unit No.

Street No.

Street Name

Same as above

PO Box

Municipality/City/Town

Province

Postal Code

File No.

Works Number Data Period

Days

Discharge Type

Update Code Month Year

4 6 1 2 0 0 0 0 0 8 8 0 1 18 3 1 2 R

1 2 3 11 16 19 20 21 22 80

C.P. RAW SEWAGE

3 6 Parameter Unit Parameter Code Dec Monthly Average Results No. of Samples

12 13 .

.

.

.

.

.

.

.

.

.

. 30 34 35 38

0 4 FINAL EFFLUENT


E. Coli. G.mean /100 0 3 9 . 0 9 4

Lethality DM % 0 . 0

Lethality Trout % 0 . 0

.

CBOD Loading kg/d 3 . 1 5 4

TSS Loading kg/d 1 3 . 3 0 4

TP Loading kg/d 0 . 2 2 4

Max pH 8 . 2 0

Min pH 6 . 7 0

.

. 30 34 35 38


905-355-2982

Email Address

[email protected]/[email protected]/[email protected] Comments

Note future Lethality analysis will be reduced to yearly analysis as premitted by ECA 6245-AB6HDR Section 8 (8)

beReturn completed form to:







Mechanical Plants

Project Name


Unit No.

Street No.

1

Street Name

Toronto Street

PO Box


Colborne

Province

ON

Postal Code



Unit No.

Street No.

Street Name

Same As Above

PO Box


Province

Postal Code

File No.


Days

Discharge Type


4 6 1 2 0 0 0 0 0 8 8 0 2 18 2 8 2 R

1 2 3 11 16 19 20 21 22 80

C.P. 0 1 FLOWS Parameter Code Dec Monthly Results


3 ) 5 0 0 1 0 3 4 7 . 7


3/d) 5 0 0 1 5 3 1 . 0 2


3/d) 5 0 0 2 0 3 1 . 7 0

30 34 35 38 46



3) 5 0 0 2 6

3 .


3m

3) 5 0 0 4 0 3 .

Duration (hrs) 8 0 5 6 5 1 . 30 34 35 38


12 13 BOD5 (mg/L) 0 0 0 0 1

0 1 0 9 4


TKN (mg/L) 0 0 0 2 0 2 2 2 . 2 3 4



(mg/L) 0 0 0 0 1

1

2 . 5

4

Suspended Solids (mg/L) 0 0 0 0 6 1 8 . 5 4 Ammonia + Ammonium (mg/L) 0 0 0 1 9 2 0 . 0 4 TKN (mg/L) 0 0 0 2 0 2 . 0 Total Phosphorous (mg/L) 0 0 0 3 3 2 0 . 1 1 4


0 7 DISINFECTION 12 13 Chlorine Used (kg as Cl2) 5 0 3 2 0

1 2 1 7 . 6 Chlorine Dosage (mg/L as Cl2) 8 0 4 1 0 1 4 . 5 Chlorine Residual (mg/L as Cl2) 8 0 4 2 0 1 0 . 0 1 0 4

(Representative of Final Discharge) 30 34 35 38 48 51 dd


905-355-2982

Email Address

[email protected] / [email protected]/[email protected]

Comments






2062 (2011/03) Page 2 of 2


Mechanical Plants

Project Name


Unit No.

Street No.

1

Street Name

Toronto Street

PO Box


Colborne

Province

ON

Postal Code



Unit No.

Street No.

Street Name

Same as above

PO Box


Province

Postal Code

File No.


Days

Discharge Type


4 6 1 2 0 0 0 0 0 8 8 0 2 18 2 8 2 R

1 2 3 11 16 19 20 21 22 80

C.P. RAW SEWAGE


12 13 .

.

.

.

.

.

.

.

.

.

. 30 34 35 38

0 4 FINAL EFFLUENT


E. Coli. G.mean /100 0 3 . 2 5 4



.




Max pH 7 . 3 0

Min pH 6 . 6 0

.

. 30 34 35 38


905-355-2982

Email Address










Mechanical Plants

Project Name


Unit No.

Street No.

1

Street Name

Toronto Street

PO Box


Colborne

Province

ON

Postal Code



Unit No.

Street No.

Street Name

Same As Above

PO Box


Province

Postal Code

File No.


Days

Discharge Type


4 6 1 2 0 0 0 0 0 8 8 0 3 18 3 1 2 R

1 2 3 11 16 19 20 21 22 80



3 ) 5 0 0 1 0 3 3 7 . 3 4 7


3/d) 5 0 0 1 5 3 1 . 3 4 0


3/d) 5 0 0 2 0 3 1 . 8 7 9

30 34 35 38 46



3) 5 0 0 2 6

3 .


3m

3) 5 0 0 4 0 3 .

Duration (hrs) 8 0 5 6 5 1 . 30 34 35 38


12 13 BOD5 (mg/L) 0 0 0 0 1

0 9 8 5

Suspended Solids (mg/L) 0 0 0 0 6 0 8 8 5

TKN (mg/L) 0 0 0 2 0 2 2 3 . 1 4 5



(mg/L) 0 0 0 0 1

1

2 . 6

5







905-355-2982

Email Address


Comments






2062 (2011/03) Page 2 of 2


Mechanical Plants

Project Name


Unit No.

Street No.

1

Street Name

Toronto Street

PO Box


Colborne

Province

ON

Postal Code



Unit No.

Street No.

Street Name

Same as above

PO Box


Province

Postal Code

File No.


Days

Discharge Type


4 6 1 2 0 0 0 0 0 8 8 0 3 18 3 1 2 R

1 2 3 11 16 19 20 21 22 80

C.P. RAW SEWAGE


12 13 .

.

.

.

.

.

.

.

.

.

. 30 34 35 38

0 4 FINAL EFFLUENT


E. Coli. G.mean /100 0 2 . 0 0 5



.




Max pH 8 . 1 0

Min pH 6 . 7 0

.

. 30 34 35 38


905-355-2982

Email Address










Mechanical Plants

Project Name


Unit No.

Street No.

1

Street Name

Toronto Street

PO Box


Colborne

Province

ON

Postal Code



Unit No.

Street No.

Street Name

Same As Above

PO Box


Province

Postal Code

File No.


Days

Discharge Type


4 6 1 2 0 0 0 0 0 8 8 0 4 18 3 0 2 R

1 2 3 11 16 19 20 21 22 80



3 ) 5 0 0 1 0 3 6 0 . 3 8 6


3/d) 5 0 0 1 5 3 2 . 2 2


3/d) 5 0 0 2 0 3 3 . 8 2 6

30 34 35 38 46



3) 5 0 0 2 6

3 .


3m

3) 5 0 0 4 0 3 .

Duration (hrs) 8 0 5 6 5 1 . 30 34 35 38


12 13 BOD5 (mg/L) 0 0 0 0 1

0 1 4 7 4


TKN (mg/L) 0 0 0 2 0 2 1 6 . 5 3 4



(mg/L) 0 0 0 0 1

1

3 . 5

4

Suspended Solids (mg/L) 0 0 0 0 6 1 1 3 . 5 4 Ammonia + Ammonium (mg/L) 0 0 0 1 9 2 0 . 0 4 TKN (mg/L) 0 0 0 2 0 2 . 0 Total Phosphorous (mg/L) 0 0 0 3 3 2 0 . 2 0 4






905-355-2982

Email Address


Comments






2062 (2011/03) Page 2 of 2


Mechanical Plants

Project Name


Unit No.

Street No.

1

Street Name

Toronto Street

PO Box


Colborne

Province

ON

Postal Code



Unit No.

Street No.

Street Name

Same as above

PO Box


Province

Postal Code

File No.


Days

Discharge Type


4 6 1 2 0 0 0 0 0 8 8 0 4 18 3 0 2 R

1 2 3 11 16 19 20 21 22 80

C.P. RAW SEWAGE


12 13 .

.

.

.

.

.

.

.

.

.

. 30 34 35 38

0 4 FINAL EFFLUENT


E. Coli. G.mean /100 0 1 3 . 1 3 4



.




Max pH 7 . 6

Min pH 6 . 9 0

.

. 30 34 35 38


905-355-2982

Email Address










Mechanical Plants

Project Name


Unit No.

Street No.

1

Street Name

Toronto Street

PO Box


Colborne

Province

ON

Postal Code



Unit No.

Street No.

Street Name

Same As Above

PO Box


Province

Postal Code

File No.


Days

Discharge Type


4 6 1 2 0 0 0 0 0 8 8 0 5 18 3 1 2 R

1 2 3 11 16 19 20 21 22 80



3 ) 5 0 0 1 0 3 5 2 . 0 9 5


3/d) 5 0 0 1 5 3 1 . 7 7 9


3/d) 5 0 0 2 0 3 2 . 6 6 2

30 34 35 38 46



3) 5 0 0 2 6

3 .


3m

3) 5 0 0 4 0 3 .

Duration (hrs) 8 0 5 6 5 1 . 30 34 35 38


12 13 BOD5 (mg/L) 0 0 0 0 1

0 1 1 4 5


TKN (mg/L) 0 0 0 2 0 2 2 1 . 4 2 5

Total Phosphorous (mg/L) 0 0 0 3 3 1 5 2 . 7 5 30 34 35 38


(mg/L) 0 0 0 0 1

1

4 . 2

5







905-355-2982

Email Address


Comments






2062 (2011/03) Page 2 of 2


Mechanical Plants

Project Name


Unit No.

Street No.

1

Street Name

Toronto Street

PO Box


Colborne

Province

ON

Postal Code



Unit No.

Street No.

Street Name

Same as above

PO Box


Province

Postal Code

File No.


Days

Discharge Type


4 6 1 2 0 0 0 0 0 8 8 0 5 18 3 1 2 R

1 2 3 11 16 19 20 21 22 80

C.P. RAW SEWAGE


12 13 .

.

.

.

.

.

.

.

.

.

. 30 34 35 38

0 4 FINAL EFFLUENT


E. Coli. G.mean /100 0 1 2 . 6 8 5



.




Max pH 7 . 1 0

Min pH 6 . 5 0

.

. 30 34 35 38


905-355-2982

Email Address










Mechanical Plants

Project Name


Unit No.

Street No.

1

Street Name

Toronto Street

PO Box


Colborne

Province

ON

Postal Code



Unit No.

Street No.

Street Name

Same As Above

PO Box


Province

Postal Code

File No.


Days

Discharge Type


4 6 1 2 0 0 0 0 0 8 8 0 6 18 3 0 2 R

1 2 3 11 16 19 20 21 22 80



3 ) 5 0 0 1 0 3 2 7 . 6 7 1


3/d) 5 0 0 1 5 3 0 . 9 9 7


3/d) 5 0 0 2 0 3 1 . 9 1 5

30 34 35 38 46



3) 5 0 0 2 6

3 .


3m

3) 5 0 0 4 0 3 .

Duration (hrs) 8 0 5 6 5 1 . 30 34 35 38


12 13 BOD5 (mg/L) 0 0 0 0 1

0 1 2 3 4


TKN (mg/L) 0 0 0 2 0 2 3 4 . 0 3 4



(mg/L) 0 0 0 0 1

1

4 . 0

4

Suspended Solids (mg/L) 0 0 0 0 6 1 1 3 . 4 Ammonia + Ammonium (mg/L) 0 0 0 1 9 2 0 . 0 3 TKN (mg/L) 0 0 0 2 0 2 . 0 Total Phosphorous (mg/L) 0 0 0 3 3 2 0 . 3 2 4






905-355-2982

Email Address


Comments






2062 (2011/03) Page 2 of 2


Mechanical Plants

Project Name


Unit No.

Street No.

1

Street Name

Toronto Street

PO Box


Colborne

Province

ON

Postal Code



Unit No.

Street No.

Street Name

Same as above

PO Box


Province

Postal Code

File No.


Days

Discharge Type


4 6 1 2 0 0 0 0 0 8 8 0 6 18 3 0 2 R

1 2 3 11 16 19 20 21 22 80

C.P. RAW SEWAGE


12 13 .

.

.

.

.

.

.

.

.

.

. 30 34 35 38

0 4 FINAL EFFLUENT


E. Coli. G.mean /100 0 3 . 8 7 4



.




Max pH 7 . 0 0

Min pH 6 . 6 0

.

. 30 34 35 38


905-355-2982

Email Address










Mechanical Plants

Project Name


Unit No.

Street No.

1

Street Name

Toronto Street

PO Box


Colborne

Province

ON

Postal Code



Unit No.

Street No.

Street Name

Same As Above

PO Box


Province

Postal Code

File No.


Days

Discharge Type


4 6 1 2 0 0 0 0 0 8 8 0 7 18 3 1 2 R

1 2 3 11 16 19 20 21 22 80



3 ) 5 0 0 1 0 3 1 5 . 3 2 5


3/d) 5 0 0 1 5 3 0 . 5 4 5


3/d) 5 0 0 2 0 3 0 . 7 4 8

30 34 35 38 46



3) 5 0 0 2 6

3 .


3m

3) 5 0 0 4 0 3 .

Duration (hrs) 8 0 5 6 5 1 . 30 34 35 38


12 13 BOD5 (mg/L) 0 0 0 0 1

0 1 0 3 3


TKN (mg/L) 0 0 0 2 0 2 3 3 . 1 5 3



(mg/L) 0 0 0 0 1

1

3 . 3

3

Suspended Solids (mg/L) 0 0 0 0 6 1 1 0 . 3 Ammonia + Ammonium (mg/L) 0 0 0 1 9 2 0 . 0 3 TKN (mg/L) 0 0 0 2 0 2 . 0 Total Phosphorous (mg/L) 0 0 0 3 3 2 0 . 6 7 3



1 5 5 . 0 Chlorine Dosage (mg/L as Cl2) 8 0 4 1 0 1 3 . 5 Chlorine Residual (mg/L as Cl2) 8 0 4 2 0 1 0 . 0 1 0 3



905-355-2982

Email Address


Comments

Please note the WWTP was offline due to maintenance the last week of July therefre ony 3 sets of samples were collected. THe Drinknig

water inspector was notified that no samples would be collected and sent away






2062 (2011/03) Page 2 of 2


Mechanical Plants

Project Name


Unit No.

Street No.

1

Street Name

Toronto Street

PO Box


Colborne

Province

ON

Postal Code



Unit No.

Street No.

Street Name

Same as above

PO Box


Province

Postal Code

File No.


Days

Discharge Type


4 6 1 2 0 0 0 0 0 8 8 0 7 18 3 1 2 R

1 2 3 11 16 19 20 21 22 80

C.P. RAW SEWAGE


12 13 .

.

.

.

.

.

.

.

.

.

. 30 34 35 38

0 4 FINAL EFFLUENT


E. Coli. G.mean /100 0 4 0 . 7 9 3



.


TSS Loading kg/d 5 . 4 5 3


Max pH 7 . 5 0

Min pH 6 . 6 0

.

. 30 34 35 38


905-355-2982

Email Address










Mechanical Plants

Project Name


Unit No.

Street No.

1

Street Name

Toronto Street

PO Box


Colborne

Province

ON

Postal Code



Unit No.

Street No.

Street Name

Same As Above

PO Box


Province

Postal Code

File No.


Days

Discharge Type


4 6 1 2 0 0 0 0 0 8 8 0 8 18 3 1 2 R

1 2 3 11 16 19 20 21 22 80



3 ) 5 0 0 1 0 3 2 2 . 3 0 2


3/d) 5 0 0 1 5 3 0 . 7 9 8


3/d) 5 0 0 2 0 3 1 . 2 4 4

30 34 35 38 46



3) 5 0 0 2 6

3 .


3m

3) 5 0 0 4 0 3 .

Duration (hrs) 8 0 5 6 5 1 . 30 34 35 38


12 13 BOD5 (mg/L) 0 0 0 0 1

0 2 6 1 5


TKN (mg/L) 0 0 0 2 0 2 3 9 . 3 8 5



(mg/L) 0 0 0 0 1

1

2 . 4

5




1 3 2 . 5 Chlorine Dosage (mg/L as Cl2) 8 0 4 1 0 1 1 . 4 Chlorine Residual (mg/L as Cl2) 8 0 4 2 0 1 0 . 0 1 0 5



905-355-2982

Email Address


Comments






2062 (2011/03) Page 2 of 2


Mechanical Plants

Project Name


Unit No.

Street No.

1

Street Name

Toronto Street

PO Box


Colborne

Province

ON

Postal Code



Unit No.

Street No.

Street Name

Same as above

PO Box


Province

Postal Code

File No.


Days

Discharge Type


4 6 1 2 0 0 0 0 0 8 8 0 8 18 3 1 2 R

1 2 3 11 16 19 20 21 22 80

C.P. RAW SEWAGE


12 13 .

.

.

.

.

.

.

.

.

.

. 30 34 35 38

0 4 FINAL EFFLUENT


E. Coli. G.mean /100 0 2 2 5 . 6 0 5



.




Max pH 6 . 8 0

Min pH 6 . 3 0

.

. 30 34 35 38


905-355-2982

Email Address










Mechanical Plants

Project Name


Unit No.

Street No.

1

Street Name

Toronto Street

PO Box


Colborne

Province

ON

Postal Code



Unit No.

Street No.

Street Name

Same As Above

PO Box


Province

Postal Code

File No.


Days

Discharge Type


4 6 1 2 0 0 0 0 0 8 8 0 9 18 3 0 2 R

1 2 3 11 16 19 20 21 22 80



3 ) 5 0 0 1 0 3 2 2 . 1 7 1


3/d) 5 0 0 1 5 3 0 . 9 6 3


3/d) 5 0 0 2 0 3 1 . 7 1 3

30 34 35 38 46



3) 5 0 0 2 6

3 .


3m

3) 5 0 0 4 0 3 .

Duration (hrs) 8 0 5 6 5 1 . 30 34 35 38


12 13 BOD5 (mg/L) 0 0 0 0 1

0 7 6 4


TKN (mg/L) 0 0 0 2 0 2 2 1 . 7 5 4



(mg/L) 0 0 0 0 1

1

2 . 5

4







905-355-2982

Email Address


Comments






2062 (2011/03) Page 2 of 2


Mechanical Plants

Project Name


Unit No.

Street No.

1

Street Name

Toronto Street

PO Box


Colborne

Province

ON

Postal Code



Unit No.

Street No.

Street Name

Same as above

PO Box


Province

Postal Code

File No.


Days

Discharge Type


4 6 1 2 0 0 0 0 0 8 8 0 9 18 3 0 2 R

1 2 3 11 16 19 20 21 22 80

C.P. RAW SEWAGE


12 13 .

.

.

.

.

.

.

.

.

.

. 30 34 35 38

0 4 FINAL EFFLUENT


E. Coli. G.mean /100 0 1 5 5 . 4



.




Max pH 7 . 5 0

Min pH 5 . 8 0

.

. 30 34 35 38


905-355-2982

Email Address










Mechanical Plants

Project Name


Unit No.

Street No.

1

Street Name

Toronto Street

PO Box


Colborne

Province

ON

Postal Code



Unit No.

Street No.

Street Name

Same As Above

PO Box


Province

Postal Code

File No.


Days

Discharge Type


4 6 1 2 0 0 0 0 0 8 8 1 0 18 3 1 2 R

1 2 3 11 16 19 20 21 22 80



3 ) 5 0 0 1 0 3 2 4 .


3/d) 5 0 0 1 5 3 0 . 7 8


3/d) 5 0 0 2 0 3 1 . 2 9 1

30 34 35 38 46



3) 5 0 0 2 6

3 .


3m

3) 5 0 0 4 0 3 .

Duration (hrs) 8 0 5 6 5 1 . 30 34 35 38


12 13 BOD5 (mg/L) 0 0 0 0 1

0 1 6 4 4


TKN (mg/L) 0 0 0 2 0 2 3 5 . 3 3 4



(mg/L) 0 0 0 0 1

1

2 . 0

4




1 1 4 7 8 . 5 Chlorine Dosage (mg/L as Cl2) 8 0 4 1 0 1 6 1 . 3 Chlorine Residual (mg/L as Cl2) 8 0 4 2 0 1 0 . 0 1 0 4



905-355-2982

Email Address


Comments






2062 (2011/03) Page 2 of 2


Mechanical Plants

Project Name


Unit No.

Street No.

1

Street Name

Toronto Street

PO Box


Colborne

Province

ON

Postal Code



Unit No.

Street No.

Street Name

Same as above

PO Box


Province

Postal Code

File No.


Days

Discharge Type


4 6 1 2 0 0 0 0 0 8 8 1 0 18 3 1 2 R

1 2 3 11 16 19 20 21 22 80

C.P. RAW SEWAGE


12 13 .

.

.

.

.

.

.

.

.

.

. 30 34 35 38

0 4 FINAL EFFLUENT


E. Coli. G.mean /100 0 5 1 . 4



.




Max pH 7 . 3 0

Min pH 7 . 2 4

.

. 30 34 35 38


905-355-2982

Email Address










Mechanical Plants

Project Name


Unit No.

Street No.

1

Street Name

Toronto Street

PO Box


Colborne

Province

ON

Postal Code



Unit No.

Street No.

Street Name

Same As Above

PO Box


Province

Postal Code

File No.


Days

Discharge Type


4 6 1 2 0 0 0 0 0 8 8 1 1 18 3 0 2 R

1 2 3 11 16 19 20 21 22 80



3 ) 5 0 0 1 0 3 4 2 . 7 5


3/d) 5 0 0 1 5 3 1 . 5 3


3/d) 5 0 0 2 0 3 3 . 3 2

30 34 35 38 46



3) 5 0 0 2 6

3 .


3m

3) 5 0 0 4 0 3 .

Duration (hrs) 8 0 5 6 5 1 . 30 34 35 38


12 13 BOD5 (mg/L) 0 0 0 0 1

0 8 3 5


TKN (mg/L) 0 0 0 2 0 2 2 8 . 5 6 5



(mg/L) 0 0 0 0 1

1

2 . 0

5







905-355-2982

Email Address


Comments






2062 (2011/03) Page 2 of 2


Mechanical Plants

Project Name


Unit No.

Street No.

1

Street Name

Toronto Street

PO Box


Colborne

Province

ON

Postal Code



Unit No.

Street No.

Street Name

Same as above

PO Box


Province

Postal Code

File No.


Days

Discharge Type


4 6 1 2 0 0 0 0 0 8 8 1 1 18 3 0 2 R

1 2 3 11 16 19 20 21 22 80

C.P. RAW SEWAGE


12 13 .

.

.

.

.

.

.

.

.

.

. 30 34 35 38

0 4 FINAL EFFLUENT


E. Coli. G.mean /100 0 9 . 5



.




Max pH 8 . 1 7

Min pH 7 . 2 8

.

. 30 34 35 38


905-355-2982

Email Address










Mechanical Plants

Project Name


Unit No.

Street No.

1

Street Name

Toronto Street

PO Box


Colborne

Province

ON

Postal Code



Unit No.

Street No.

Street Name

Same As Above

PO Box


Province

Postal Code

File No.


Days

Discharge Type


4 6 1 2 0 0 0 0 0 8 8 1 2 18 3 1 2 R

1 2 3 11 16 19 20 21 22 80



3 ) 5 0 0 1 0 3 2 .


3/d) 5 0 0 1 5 3 1 . 2 0


3/d) 5 0 0 2 0 3 2 . 7 6 1

30 34 35 38 46



3) 5 0 0 2 6

3 .


3m

3) 5 0 0 4 0 3 .

Duration (hrs) 8 0 5 6 5 1 . 30 34 35 38


12 13 BOD5 (mg/L) 0 0 0 0 1

0 6 6 4


TKN (mg/L) 0 0 0 2 0 2 1 9 . 9 0 4



(mg/L) 0 0 0 0 1

1

2 . 0

4




1 2 9 5 . 4 Chlorine Dosage (mg/L as Cl2) 8 0 4 1 0 1 1 7 8 . 5 Chlorine Residual (mg/L as Cl2) 8 0 4 2 0 1 0 . 0 1 0 4



905-355-2982

Email Address


Comments






2062 (2011/03) Page 2 of 2


Mechanical Plants

Project Name


Unit No.

Street No.

1

Street Name

Toronto Street

PO Box


Colborne

Province

ON

Postal Code



Unit No.

Street No.

Street Name

Same as above

PO Box


Province

Postal Code

File No.


Days

Discharge Type


4 6 1 2 0 0 0 0 0 8 8 1 2 18 3 1 2 R

1 2 3 11 16 19 20 21 22 80

C.P. RAW SEWAGE


12 13 .

.

.

.

.

.

.

.

.

.

. 30 34 35 38

0 4 FINAL EFFLUENT


E. Coli. G.mean /100 0 2 2 . 4



.




Max pH 7 . 6 0

Min pH 7 . 3 0

.

. 30 34 35 38


905-355-2982

Email Address









Page 21

Appendix E – Lethality Testing

Ted Joynt

1 Toronto Street, P.O. Box 357

K0K 1S0

Workorder No: 236100

ACUTE LETHALITY REPORT SUMMARY

PRELIMINARY

AquaTox Testing & Consulting Inc.

Colborne ON

The Corporation of the Township of Cramahe

B-11 Nicholas Beaver Rd.Puslinch ON N0B 2J0Tel: (519) 763-4412 Fax: (519) 763-4419

Substance Date Collected Date Tested Species / Test Mortality in 100%

Concentration

(%)

RESULTS

Dm Single Concentration2018-05-10Final Effluent @ Lake 2018-05-12 0

RBT Single Concentration2018-05-10 2018-05-11 0

Daphnia magnaDm =

RBT = rainbow trout

Test Protocols* = pH Stabilized

Reference Method for Determining Acute Lethality of Effluents to Daphnia magna. Environment Canada EPS 1/RM/14 (Second Edition, December 2000 with February 2016 amendments).

Reference Method for Determining Acute Lethality of Liquid Effluents to Rainbow Trout. Environment Canada, EPS 1/RM/13 (2nd Edition, December 2000, with May 2007 and February 2016 amendments).

Accredited to ISO/IEC 17025 by the Canadian Association for Laboratory Accreditation Inc. (CALA)

Although test results are generated under strict QA/QC protocols, the results provided herein, along with any unsigned test reports, faxes, or emails are considered preliminary.


Page 22

Appendix F - Calibration Reports

FIELD SERVICES REPORT

REPORT OF: Mike Humphries DATE OF SERVICE: August 01, 2018 CUSTOMER / ADDRESS:

Colborne WWTP Ontario Street

Colborne, Ontario

CONTACT: Ted Joynt EMAIL:

PURPOSE FOR SERVICE: Check operation and calibration of OCM III on Raw Influent coming into Plant.

SYSTEM CONFIGURATION: OCM III, REV 3.31 XRS-5C transducer TS2 temperature sensor

APPLICATION: Primary element: 6” Parshall Flume Maximum flow: 6000 m³/day Maximum head: 34.0746 cm

OBSERVATIONS / CHANGES MADE:

Totalizer As Found 1158439 m³

Totalizer As Left 1158466 m³

Zero As Found 67.379990 cm

Zero As Left 67.390500 cm

Change in Zero ‐0.010510 m

OCM Flow Table

Head Applied (m)

Head Displayed

(m)

Error (%)

Calculated Flow (m³/d)

Flow Displayed (m³/d)

Error (%)

Calculated MA

Output

Measured mA Output

Error (%)

0.00 0.0000 0.00 0.00 0.00 0.00 4.00 4.01 0.25

0.10 0.0998 ‐0.20 865 863 ‐0.21 6.31 6.30 ‐0.10

0.20 0.2001 0.05 2585 2587 0.06 10.89 10.89 ‐0.04

0.30 0.2998 ‐0.07 4906 4905 ‐0.03 17.08 17.07 ‐0.08

0.34 0.3412 0.13 6000 6015 0.25 20.00 20.04 0.20

CONCLUSIONS / RECOMMENDATIONS: OCM III is functioning as expected giving good accurate results.

OPEN CHANNEL METER III USER: Colborne WWTP SERIAL #: LOCATION: Inlet TAG #: Raw

Par As found

As Left

Description Par As found

As left

Description

0 0 Language U0 1.58 1 0 Dimensional units U1 2 0 Temperature units U2 3 0 Primary element U3 4 1 Calculation method U4 5 7 Units flow rate F 4 X OK Time 6 6000 Flow at max head F 5 X OK Date 7 34.0746 Height of max head F 6 3.32 Eprom # 8 0 Volts in at zero velocity F 11 Totalizer master reset 9 0 Velocity @ 5 volts in D0 15.50 Head 10 Velocity @ max flow D1 1733 Flow rate 11 N/a D2 709962 Short totalizer * 12 N/a D3 7720 C Flow rate maximum 13 Display damping D4 0 C Flow rate minimum 14 Display lighting D5 24.97 Temperature 15 1 Relay 1 assignment D6 38.91 C Temperature max. 16 Relay 1 high setpoint D7 -24.06 C Temperature min. 17 Relay 1 low setpoint D8 Velocity 18 Relay 2 assignment D9 53 Target range 19 Relay 2 high setpoint D10 7.87 mA output 20 Relay 2 low setpoint D11 DC volts internal 21 Relay 3 assignment D12 Velocity volts 22 Relay 3 high setpoint D13 Auxiliary input volts 23 Relay 3 low setpoint D14 9010 Temperature sensor ohms 24 mA assignment D15 Self test checksum 25 Custom mA D16 60 C Restarts 26 Span mA D17 0 3 Exceptions 27 30 Damping mA (sec) D18 73 Echos 28 Emulator tracking mA o/p A0 Head point 1 29 60 Fail-safe timer (sec) A1 Flow point 1 30 Fail-safe analog mode A2 Head point 2 31 Failsafe mA (default) A3 Flow point 2 32 3 Totalizer multiplier A4 Head point 3 33 2 Display flow-rate dec point # A5 Flow point 3 34 Printer mode A6 Head point 4 35 Printer timing A7 Flow point 4 36 Measurement interval A8 Head point 5 37 5 Serial data rate (baud) A9 Flow point 5 38 Site # A10 Head point 6 39 2 Data logging rate A11 Flow point 6 40 Log rapid setpoint A12 Head point 7 41 Log normal set point A13 Flow point 7 42 Head determination A14 Head point 8 43 Volts in for zero head A15 Flow point 8 44 Head @ 5 volts in A16 Head point 9 45 0.5 Low cutoff head A17 Flow point 9 46 67.37999 67.3905 Range @ zero head A18 Head point 10 47 30.48264 Blanking distance A19 Flow point 10 A20 Head point 11 A21 Flow point 11

FIELD SERVICES REPORT REPORT OF: Mike Humphries DATE OF SERVICE: August 01, 2018 CUSTOMER / ADDRESS:

Colborne WWTP Ontario Street

Colborne, Ontario CONTACT: Ted Joynt EMAIL:

PURPOSE FOR SERVICE: Check operation and calibration of OCM III measuring Final Effluent leaving the plant. SYSTEM CONFIGURATION: OCM III, REV 3.31 XRS-5C transducer TS2 temperature sensor APPLICATION: Primary element: 6” Parshall Flume Maximum flow: 6000 m³/day Maximum head: 34.0746 cm OBSERVATIONS / CHANGES MADE:

Totalizer As Found 3925926 m³

Totalizer As Left 3925941 m³

Zero As Found 89.599990 cm

Zero As Left 89.599990 cm

Change in Zero 0.000000 m

OCM Flow Table

Head Applied (m)

Head Displayed

(m)

Error (%)

Calculated Flow (m³/d)

Flow Displayed (m³/d)

Error (%)

Calculated MA

Output

Measured mA Output

Error (%)

0.00 0.0000 0.00 0.00 0.00 0.00 4.00 3.98 ‐0.50

0.10 0.1003 0.30 865 868 0.37 6.31 6.30 ‐0.10

0.20 0.1998 ‐0.10 2585 2583 ‐0.10 10.89 10.85 ‐0.41

0.30 0.3006 0.20 4906 4924 0.36 17.08 17.13 0.27

0.34 0.3412 0.13 6000 6012 0.20 20.00 19.99 ‐0.05

CONCLUSIONS / RECOMMENDATIONS: OCM III is functioning as expected giving good accurate results.

OPEN CHANNEL METER III USER: Colborne WWTP SERIAL #: LOCATION: Effluent TAG #: Final

Par As found

As Left

Description Par As found

As left

Description

0 0 Language U0 1.58 1 0 Dimensional units U1 2 0 Temperature units U2 3 0 Primary element U3 4 1 Calculation method U4 5 7 Units flow rate F 4 X OK Time 6 6000 Flow at max head F 5 OK Date 7 34.0746 Height of max head F 6 3.31 Eprom # 8 0 Volts in at zero velocity F 11 Totalizer master reset 9 0 Velocity @ 5 volts in D0 2.00 Head 10 Velocity @ max flow D1 66 Flow rate 11 N/a D2 953741 Short totalizer * 12 N/a D3 8561 C Flow rate maximum 13 Display damping D4 0 C Flow rate minimum 14 Display lighting D5 25.80 Temperature 15 1 Relay 1 assignment D6 37.74 C Temperature max. 16 Relay 1 high setpoint D7 -26.02 C Temperature min. 17 Relay 1 low setpoint D8 Velocity 18 Relay 2 assignment D9 87 Target range 19 Relay 2 high setpoint D10 4.28 mA output 20 Relay 2 low setpoint D11 DC volts internal 21 Relay 3 assignment D12 Velocity volts 22 Relay 3 high setpoint D13 Auxiliary input volts 23 Relay 3 low setpoint D14 8896 Temperature sensor ohms 24 mA assignment D15 Self test checksum 25 Custom mA D16 343 C Restarts 26 Span mA D17 0 3 Exceptions 27 30 Damping mA (sec) D18 100 Echos 28 Emulator tracking mA o/p A0 Head point 1 29 60 Fail-safe timer (sec) A1 Flow point 1 30 Fail-safe analog mode A2 Head point 2 31 Failsafe mA (default) A3 Flow point 2 32 3 Totalizer multiplier A4 Head point 3 33 2 Display flow-rate dec point # A5 Flow point 3 34 Printer mode A6 Head point 4 35 Printer timing A7 Flow point 4 36 Measurement interval A8 Head point 5 37 5 Serial data rate (baud) A9 Flow point 5 38 Site # A10 Head point 6 39 2 Data logging rate A11 Flow point 6 40 Log rapid setpoint A12 Head point 7 41 Log normal set point A13 Flow point 7 42 Head determination A14 Head point 8 43 Volts in for zero head A15 Flow point 8 44 Head @ 5 volts in A16 Head point 9 45 0.5 Low cutoff head A17 Flow point 9 46 89.59999 Range @ zero head A18 Head point 10 47 50 Blanking distance A19 Flow point 10 A20 Head point 11 A21 Flow point 11


Page 23

Appendix G- Bypass Report

Colborne WWTP Quarterly Bypass and Plant Overflow Report 2018

Plant Works # 120000088

Quarter Event # Date Volume Duration Reason/Cause Treatment Disinfection

m3

hr

Feb-14 N/A N/A N/A N/A No bypass events N/A N/A

May-15 N/A N/A N/A N/A No bypass events N/A N/A

Aug-14 N/A N/A N/A N/A No bypass events N/A N/A

Nov-15 N/A N/A N/A N/A No bypass events N/A N/A

The plant has a peak flow anttenuation pond to which some flow is diverted during high flows and directed back for treatment

as inflow diminishes.

This report is submitted to fufill requirements of ECA 6245-AB6HDR Section 4 (3)


Page 68

Appendix H - Operators Licenses

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