water and wastewater monitoring report

Transcription

2011
WATER AND WASTEWATER
MONITORING REPORT
April 2011
Approved by Regional Council on
April 20, 2011
i
2011 WATER AND WASTEWATER MONITORING REPORT
TABLE OF CONTENTS
1.0
INTRODUCTION............................................................................................................... 4
1.1
OVERVIEW ........................................................................................................... 4
1.2
CHANGES FROM THE 2010 WWWMR ............................................................... 4
1.2.1 People vs. Units ......................................................................................... 4
1.2.2 Other Changes .......................................................................................... 4
1.3
CHANGES TO THE 2012 WWWMR ..................................................................... 5
1.3.1 Regional Official Plan Density Targets ...................................................... 5
2.0
METHODOLOGY.............................................................................................................. 6
2.1
SERVICING AGREEMENTS................................................................................. 6
2.2
POPULATION DATA ............................................................................................. 9
2.3
DEVELOPMENT DATA ......................................................................................... 9
2.4
WATER FLOWS .................................................................................................... 9
2.4.1 Maximum Week Demand .......................................................................... 9
2.4.2 Water Use Efficiency Measures................................................................. 9
2.4.3 Water Supply Capacity ............................................................................ 10
2.5
WASTEWATER FLOWS ..................................................................................... 10
2.6
WASTEWATER TREATMENT CAPACITY ......................................................... 11
3.0
SERVICE AREA ASSESSMENTS ................................................................................. 12
3.1
WATER SYSTEMS ............................................................................................. 12
3.1.1 Integrated Urban System (IUS) ............................................................... 12
3.1.2 Baden - New Hamburg Water System..................................................... 13
3.1.3 Ayr Water System .................................................................................... 13
3.1.4 Wellesley Water System .......................................................................... 13
3.1.5 St. Clements Water System..................................................................... 13
3.2
WASTEWATER ................................................................................................... 14
3.2.1 Kitchener Wastewater Treatment Plant (KWWTP) .................................. 14
3.2.2 Waterloo Wastewater Treatment Plant (WWWTP).................................. 14
3.2.3 Galt Wastewater Treatment Plant (GWWTP) .......................................... 14
3.2.4 Preston Wastewater Treatment Plant (PWWTP)..................................... 15
3.2.5 Hespeler Wastewater Treatment Plant (HWWTP) .................................. 16
3.2.6 Elmira Wastewater Treatment Plant (EWWTP) ....................................... 16
3.2.7 St. Jacobs Wastewater Treatment Plant (SJWWTP) .............................. 16
3.2.8 Baden/New Hamburg WWTP (BNHWWTP)............................................ 17
3.2.9 Ayr Wastewater Treatment Plant (AWWTP)............................................ 17
3.2.10 Wellesley Wastewater Treatment (WEWWTP) ....................................... 17
3.3
SMALL SYSTEMS .............................................................................................. 18
3.3.1 Water ....................................................................................................... 18
3.3.2 Wastewater .............................................................................................. 18
4.0
SUMMARY OF SERVICE AREA ASSESSMENTS ....................................................... 19
ii
LIST OF APPENDICES
APPENDIX "A"
Glossary ................................................................................... A-1
APPENDIX "B"
Wastewater Charts and Data ................................................... B-1
APPENDIX "C"
Water Charts and Data ............................................................ C-1
APPENDIX "D"
Population and Development Data .......................................... D-1
APPENDIX "E"
Sample Calculations ................................................................ F-1
iii
1.0
Introduction
1.1
OVERVIEW
The Region of Waterloo Transportation & Environmental Services Department produces the
Water and Wastewater Monitoring Report annually with input from the Region's Planning,
Housing and Community Services Department (PHCS). The purpose of this report is to:
1.
document actual water use and wastewater flows;
2.
provide a basis for water use and wastewater flow forecasts required in preparing the
capital budgets and user rates;
3.
document water production and wastewater treatment capacities;
4.
update Regional Council with respect to remaining uncommitted capacities of water supply
and wastewater treatment infrastructure;
5.
provide a basis for engineering staff to provide comment on the water and wastewater
aspects of development applications.
The 2011 Water and Wastewater Monitoring Report (2011WWWMR) will be one of a number of
inputs used in assessing the needs for Regional Water and Wastewater Infrastructure, in
preparing the annual Capital Budget and Capital Forecast, and in formulating responses to
development applications.
Water use and wastewater flows are forecast to the year 2021. Table 1 provides a summary of
remaining capacities by service area. A summary of small water supply systems is provided in
Table 2. A glossary is included in Appendix A. Wastewater and water data is tabulated in
Appendices B and C respectively. Table 3 and the figures and tables in Appendix D summarize
the status of plans (commitments) for each water and wastewater service area. Sample
calculations can be found in Appendix E.
1.2
CHANGES FROM THE 2010 WATER AND WASTEWATER MONITORING REPORT
The changes from the 2010 WWWMR are as follows:
•
Population and development data, including building permits issued, have been updated to
December 31, 2010.
•
The maps and commitment tables in Appendix D have been updated to reflect year end
2010 conditions.
•
At a City of Cambridge Council Meeting on February 8, 2010 a staff report was presented
and approved recommending that wastewater allocation be formally reserved for the
Boxwood Industrial Subdivision in the Preston Wastewater Service Area. Further analysis
was conducted and a commitment of 1,860 m3/d will be included in this years commitments
for the Preston WWTP. The committed flow will be reviewed annually and revised according
to the rate of build-out of the subdivision.
iv
•
Historically, the available capacity at each
A major change in the 2011
wastewater treatment plant was determined by
WWWMR is that the five year
using adjusted wastewater flows which were
average will now be used for
calculated by using an 85% confidence level that
development
planning
and
the flows would not be exceed in future years. This
approvals.
methodology accounts for seasonal variations in
flow and trending planning commitments at the treatment plants. Adjusted flows continue to
be used to evaluate the impact of seasonal variations at the WWTPs, especially in systems
subject to elevated I/I contributions. A major change in the 2011 WWWMR is that the five
year average will now be used for development planning and approvals. Both the average
flow and the adjusted average flow are shown on the charts in Appendix B, but remaining
capacity at each plant will be determined by using the average flow, as outlined in the MOE
guidelines for the calculation of uncommitted capacity.
•
Water consumption patterns and wastewater flows are a function of yearly weather
fluctuations. In 2010, the annual precipitation through the year was generally close to the
average amount. However, the snow melt that typically occurs around March was less than
average due to a decreased snow fall in the winter of 2009-2010.
1.3
CHANGES TO THE 2012 WATER AND WASTEWATER MONITORING REPORT
1.3.1
Regional Official Plan Density Targets
With the adoption of the Places to Grow: Growth Plan for the Greater Golden Horseshoe,
municipalities are now required to provide for a minimum of 40% of new residential units
(phased in with full implementation by 2015) within the existing built-up areas. As a result, the
2012 WWWMR will assign the available capacity into Reurbanization and Greenfield areas.
Details on how this will occur will be developed in conjunction with local municipalities and the
development industry.
5
2.0
Methodology
The current methodology for calculating uncommitted reserve capacity is outlined in the MOE
publication “Calculating and Reporting Uncommitted Reserve Capacity at Sewage and Water
Treatment Plants, March 1995”. The formula for calculating the Uncommitted Reserve Hydraulic
Capacity is defined below:
Cu = Cr – [ L x F x P ]
H
Where:
Cu
Cr
L
P
H
F
= uncommitted hydraulic reserve capacity (m3/d)
= hydraulic reserve capacity (m3/d) from MOE Certificate of Approval
= number of unconnected approved lots (units), i.e. “Commitments”
that have servicing agreements
= existing connected population (people)
= number of households or residential connections (units)
= average day flows per capita (m3/d/c) - Sewage Treatment Plants
= maximum daily flow per capita (m3/d/c) - Water Treatment Plants
It is important to understand that no servicing capacity is held for infill development, or for lands
that have zoning in place that would allow development to proceed without additional planning
approvals. Except for site plan approvals, all Planning Act approvals, including plans of
subdivision, zoning amendments, and consents require acknowledgement by the Region of
Waterloo Water Services Division that water and wastewater servicing capacity is available
before final approvals are given. The available capacity expressed in this report as
‘Commitments’ is the capacity available to service all future Planning Approvals (subdivisions,
condominiums, consents, zoning amendments, part lot control and minor variances) and/or
building permits issued for all development outside of residential plans of subdivision.
The MOE recommends that commitments by the municipality to provide servicing should be at
the Draft Plan Approval Stage. This has been the Region's practice in the past but was
changed in 1997 so that servicing commitments are essentially made at the registration stage of
development. Details on this change are contained in Section 2.1.
Appendix E includes two charts that document the calculations used to generate all of the
tabulated water and wastewater results in Appendices B and C, respectively.
2.1
SERVICING AGREEMENTS
In 1996, the Region and the Province completed negotiations concerning the transfer of review
functions to the Region. One of the review functions transferred is the allocation of water and
wastewater capacity. Prior to the transfer, the Region was in the process of finalizing the
Planning for Infrastructure Agreement (PIA), the primary purpose of which was to allow the
Region to allocate water and wastewater capacity at the registration rather than the draft plan
approval stage.
On December 12, 1996, Council approved a number of recommendations relating to the
transfer of review, including the manner in which water and wastewater servicing capacity is
allocated. On January 1, 1997, the Region unilaterally implemented the PIA. All developments,
including those with previous draft approval, are now required to enter into a servicing
agreement with the Region that allocates capacity, if available, to the development for a limited
time. When the plan is registered prior to expiration of the agreement, servicing commitments
6
are permanent. If the Servicing Agreement expires prior to registration of the plan,
commitments are withdrawn and the developer must once again request confirmation of
servicing based on current, not the previous, available capacity. Beginning in 1997, the
WWWMR was modified to track servicing agreements.
Since 1996, the time of the registration of a plan of subdivision has traditionally been the point at
which the capacity of water and wastewater systems is committed to new subdivisions in
accordance with Ministry of the Environment policies. However, a significant portion of all
residential development occurrs outside of plans of subdivision. Under the current water and
wastewater capacity allocation procedure, no servicing capacity is reserved for lands that are
not within a residential plan of subdivision, including lands that have zoning in place that would
otherwise allow development to proceed without additional planning approvals. This type of
development is expected to increase, particularly in the City of Waterloo where there is little
remaining designated greenfield area and a large number of applications for site plans already
in process. This issue was not addressed in this report, but it is anticipated that it will be
addressed in the 2012 WWWMR.
Section 51 (24) (i) of the Planning Act obliges the Region to ensure the “adequacy of utilities
and municipal services.” In addition ROP Policy 5.D.1 states that the “servicing requirements of
approved development will be monitored to ensure that the total system capacities are not
exceeded, and to provide sufficient lead time for the planning, design, approval, financing and
construction of new facilities.”
The 1996 Regional Council Report included a new condition requiring an Agreement for
Servicing. However, before future, unbuilt service capacity is considered, three criteria must be
met:
1. The capacity expansion project must be imminent for construction and thereby included
within the first five years of the Ten Year Capital Forecast;
2. There must be a sound technical basis for the anticipated new capacity associated with
the project, as a result of completion of the Environmental Assessment, a suitable
Master Plan or other Regional engineering evaluation; and,
3. Approval of new draft plans of subdivision will be guided by Area Municipal Staging of
Development programs and will not exceed 50% of the estimated capacity of major
planned service capacity projects or 75% of minor planned projects.
It is important to note that the actual service capacity to be delivered from a future project
cannot be guaranteed until a Certificate of Approval is issued by the Ministry of the Environment
(MOE).
2.2
POPULATION DATA
Population estimates for each service area were updated in March 2011. The Regional
population estimate reflects year-end 2010, although a mid-summer population estimate is also
used in some calculations for alignment with peak water usage period. The base for these
estimates is the 2006 Census of Canada, but additionally includes students and the
undercoverage (an estimate of those who were missed in the census). Building Permit activity
as reported by the Area Municipalities was used to update this base. Vacancy rates
(extrapolated from CMHC data), demolitions, university/college student enrolment, and
assumptions about the average number of persons per dwelling unit (PPU) also influence the
numbers.
The population estimates in this document are intended to be used only in the context of water
7
and wastewater servicing requirements in the Region as they only reflect occupant data within
the mapped bounds of each water and wastewater service area. It is important to note that
service area boundaries do not necessarily match municipal settlement area boundaries. At this
time, the available data does not distinguish individual units that, despite being within a service
area, are not connected to the service. Therefore, there is some unavoidable over-counting of
units.
On-going review of existing population distributions, together with changing PPU’s and vacancy
rates, has resulted in some local adjustments to population estimates. These adjustments have
not been carried back to previous years, and therefore incremental growth cannot be calculated
from the numbers in this report.
Forecast populations are based on the Province of Ontario’s Places to Grow: Growth Plan for
the Greater Golden Horseshoe (2006) which anticipates a population for the Region of Waterloo
of 729,000 in 2031. The 2021 forecasts in this report were reviewed in light of current
information, and are left unchanged from last year. These forecasts reflect the municipal
distributions in the ROP, which has been approved by the Province, pending appeals to the
Ontario Municipal Board. These forecasts will be reviewed after the completion of the
Implementation Guideline for Population and Employment Forecasts later this year.
2.3
DEVELOPMENT DATA
Development data for each service area, shown in Appendix “D,” were updated in March 2011
with subdivision plan status, current to year-end 2010. Additionally, for registered plans, units
are differentiated based on building permit data received from Area Municipalities to indicate
whether they are “unbuilt” (no building permit issued) or “building permit issued but not yet
occupied” representing dwelling units assumed to be unoccupied by year-end 2010. Typically a
six-month lag is assumed between the time a residential building permit is issued and when that
unit is occupied. For larger apartment buildings, however, the lag time can be much longer and
estimated occupancy dates are delayed accordingly.
Additionally, the commitments were converted from the number of units in plans (draft
approved, registered) as shown in previous years’ reports to an estimate of population within
those units in the 2011 report. The conversion from units to population was based on a “persons
per unit” (PPU) factor which varies with the housing type of the unit.
The PPU factors are as published in the Region of Waterloo Land Budget (June 2009), Section
4.1.8, “Person per Unit Values for New Development.” Multiple units are calculated using 50%
townhouses and 50% apartments, while unspecified are calculated with 75% single detached
and 25% semi-detached. These PPUs are summarized in the table below:
Structure Type
Single, detached
Semi-detached
Townhouse
Apartment
Multiple unit types
Unspecified unit types
PPU
3.34
3.34
2.48
1.83
2.155
3.125
Pending plans do not have a commitment to water and/or wastewater servicing and are not
included in any of the development data presented in this report.
Draft approvals are granted based upon the availability of uncommitted units, but no
8
commitment to servicing is made until the Region and the developer sign a Servicing
Agreement. Essentially, this means that water and wastewater capacity is not committed until
registration of a plan of subdivision, thereby preserving capacity until construction of units is
about to begin.
A summary of commitments and a figure for each service area are provided in Appendix D.
2.4
WATER FLOWS
Actual water use data, where available, was analysed and interpreted in order to forecast future
per capita water use. In order to help temper the impact of anomalous years, a five year
average of maximum day water use per person is used to calculate the maximum day per capita
flow. The five year average of maximum day water use per person is then multiplied by the
population to get the Maximum Day Design Demand for the current year, and is also multiplied
by the population forecasts to get the future design demands.
Maximum day demands are used for demand forecasts in most of the systems with the
exception of the Integrated Urban System (IUS) where Maximum Week Demand is used.
Further details about the use of maximum week are given below.
Where sufficient actual water data is not available or where there is significant data variation
during the year as in the case of some of the 12 small communal systems, MOE and Region’s
design guidelines were used to generate estimated current and future water use. The future
water use values generated were compared to MOE values and other values published in
recent reports (including the Water Supply Master Plan (WSMP)) and are felt to be realistic. If
future trends change from those projected in the population forecasts, or if person per unit
values change, or if the ratio of residential to non-residential development varies, or if additional
water demand management programs are implemented and effective, water use will vary from
the projections of this report. These projections will be re-evaluated in the yearly WWWMRs.
Water use statistics and forecasts for each service area are included in Appendix C.
2.4.1 Maximum Week Demand
The maximum week approach was introduced in the 94WWWMR report. The Tri-Cities Water
Distribution System Model (TCWDSM) has made it possible to do extended time simulations of
the Integrated Urban Water Supply System (IUS). The simulations verified that through the use
of water stored in reservoirs to balance daily peaks the supply system functioned adequately on
a maximum week demand basis. This is only possible in the Tri-Cities due to the TCWDSM and
the relatively large amount of water stored in reservoirs. The maximum week demand is
approximately 10% lower than the usual maximum day demand. The Region of Waterloo is
believed to be the only municipality in Ontario that has MOE approval to use the maximum week
demand approach. This report continues to use the Maximum Week Demand for the IUS. The
maximum week demand approach is not used in any of the other water systems due to
limitations of the water storage facilities.
2.4.2 Water Use Efficiency Measures
The MOE Guidelines do not allow anticipated water use reductions to be used in calculating
future demands, but require future water use projections to be based on historical water use
trends. The 2011 WWWMR uses the historic maximum day demand to predict future maximum
day demands using the population forecast.
As the Region's Water Efficiency Master Plan (WEMP) is implemented and other factors remain
the same, future maximum and average day per capita water are expected to decline from
current levels, thereby affecting a decline in future demand projections. Mandatory water
9
efficient fixture installation in new residential development required as of 1996 will also reduce
the water needs of future developments.
2.4.3 Water Supply Capacity
"System Capacity" for the IUS is based on Firm Well Capacity, as reported in the 2007 Water
Supply Master Plan Update, plus the Mannheim Water Treatment Plant capacity as defined in
Phase III of the LTWS, and Phase I of the Aquifer Storage and Recovery (ASR) system.
Groundwater production capabilities often deteriorate over time, creating a normal variation in
the production capabilities of individual wells from time to time. When the production capability
of a well drops significantly it is necessary to rehabilitate the well to attempt to regain the original
capacity. The effectiveness of the rehabilitation may result in a capacity that is somewhat less
or more than original capacity. The capacity calculation has taken this factor into account.
The Region will be updating in 2011 the Water Supply Master Plan which will review in detail the
existing water supply sources within the IUS. This study will evaluate the yielded efficiency of
each of these sources in a short to medium time frame. Findings and recommendations
forthcoming from the master plan will be incorporated into future versions of the WWWMR.
2.5
WASTEWATER FLOWS
Annual Average Day Wastewater Flow is normally used to determine requirements for
wastewater treatment facilities. Wastewater statistics and forecasts by service area are
included in Appendix B.
Historically, the available capacity at each wastewater treatment plant was determined by using
the adjusted per capita flows multiplied by the projected population. Adjusted per capita flows
are determined for each plant according to the methodology of the MOE described above and
are then statistically adjusted to the 85% confidence level (identified as “85% flow” or “Adjusted
Flow”). The Adjusted Flow is an adjusted average flow, which corresponds to a flow with an
85% probability of not being exceeded. This methodology accounts for seasonal variations in
flow and protects against over-committing flows at the treatment plants. Adjusted flows
continue to be used to evaluate the impact of seasonal variations at the WWTPs, especially in
systems subject to elevated I/I contributions.
A major change in the 2011 WWWMR is that the unadjusted five year average will now be used
for development planning and approvals. Both the average flow and the adjusted average flow
are shown on the charts in Appendix B, but remaining capacity at each plant will be determined
by using the unadjusted average flow, as outlined in the MOE guidelines for the calculation of
uncommitted capacity.
This change in methodology was brought about by a number of factors:
• Success of the Regions water efficiency programs which is contributing to a downward
trend in water usage which provides some stability
• Increased efforts of I&I reduction which is responsible for reducing the peak wet weather
flows seen at the treatment plants
• Consistency with MOE Guidelines and Master Planning methodology
Intrinsic to the per capita flow is a number of contributing factors above and beyond the simple
residential usage. These additional factors include; I/I, Industrial Commercial and Institutional
(ICI) flows, and flows from developments that are not currently explicitly tracked (site plans). It
is assumed that the ratio of residential population to employment (equivalent population)
10
remains consistent in each service area from year to year.
In addition, if additional water conservation and I & I corrective programs are implemented and
effective, wastewater flow projections will vary from the projections of this report. These
projections will be evaluated in the yearly WWWMRs.
2.6
WASTEWATER TREATMENT CAPACITY
Wastewater treatment plant capacities are generally based on the MOE Certificates of Approval
(CofA). These are usually identical to the rated hydraulic capacity, with a few exceptions such
as Waterloo and Preston that are explained further below.
The Waterloo WWTP Certificate of Approval (CofA) has a maximum hydraulic capacity of
72,730 m3/d. However, according to the CofA the plant must meet more stringent effluent
criteria when annual flows surpass 54,600 m3/d. The plant is currently undergoing upgrades to
improve the effluent quality. It is anticipated that the MOE will limit the plant capacity to the flow
the treatment will be upgraded to which is 57,500 m3/d.
As discussed in Section 2.1 above, once upgrades to a treatment plant are identified and
quantified through the EA process, and funds are committed to the project, a servicing
agreement can be issued for developments within the treatment plant service area up to a
maximum of 50% of the anticipated increased treatment capacity. Therefore the planning
capacity of the Waterloo WWTP until the ongoing upgrades are completed is 54,600 + (57,500
– 54,600)/2 = 56,050 m3/d.
11
3.0
Service Area Assessments
3.1
WATER SYSTEMS
3.1.1 Integrated Urban System (IUS)
IUS System Capacity
269,323 (m3/d)
Max Week Design Demand 194,570 (m3/d)
Commitments
22,756 (m3/d)
Remaining Capacity
51,996 (m3/d)
The water supply systems servicing the
communities of Cambridge (including Brown’s
Subdivision in the Township of North
Dumfries), Kitchener, Waterloo, Elmira and St.
Jacobs are treated as a single system as there
are permanent interconnections of the water systems servicing these communities. The interconnections improve the capability of distributing water between the five communities. The
interconnection of the water system does not solve all water distribution issues both due to
limitations on the interconnections and specific hydraulic constraints not related to the system
interconnections. Note that with the referendum result to eliminate Fluoride from the Waterloo
water supply in 2010, the Region is investigating opportunities for additional connections from
Kitchener to Waterloo which will improve system redundancy.
Actual Flows and "System" Capacity
Measured average day flows for 2010 were 144,619 m3/d, down approximately 3% from 2009.
Maximum week water use in 2010 for the IUS is reported as 182,950 m3/d, which is up about
1% over maximum week use in 2009. The peaking factor between average day and maximum
week in 2010 was 1.26. The 5-year average for maximum week design demand is 194,570
m3/d. Maximum week water use is largely dependent on weather conditions. Dry conditions can
cause much higher than average maximum week water use, and wetter than usual conditions
can cause a significant drop in water use during the peak usage period (ie. late spring/early
summer) and result in much lower than average maximum week consumption.
Using the 5-year average maximum week per capita demand of 0.4006 there is capacity to
service approximately 129,800 additional people in the IUS as of December 31, 2010.
The concept of "System Capacity" includes the average capacity of 100% of all the wells
(excluding a number of smaller wells that are normally not used) plus the Mannheim Water
Treatment Plant and Aquifer Storage and Recovery (ASR), as being the supply that is available
to meet demands during the summer months. The Region will be undertaking an update of the
Water Supply Master Plan starting in 2011 which will provide updated information with respect
to the short and long term water supply system capacity in the IUS.
Servicing Commitments
The current commitment in draft approved plans, as well as registered plans with unbuilt units,
or units with a building permit issued but not yet assumed to be occupied is 56,799 people. A
detailed summary of where these commitments are located and a summary of unit types can be
found in Appendix D.
Anticipated New Supplies
The updated Water Supply Strategy approved by Regional Council on June 20, 2008, includes
the following capacity upgrades:
• 2018 - 3 to 5 MIGD (13.6 to 22.7 MLD) of new groundwater supplies,
• 2035 - 75 to 90 MIGD (340 to 409 MLD) pipeline to Lake Erie.
The above updated strategy considered changes in planning, technical and regulatory issues
and found that the recommendations made in the 2000 Water Supply Master Plan are still
12
relevant. Construction of these facilities will ensure water supply to the IUS for the next 50
years and beyond. Anticipated new supplies will be updated through the Water Supply Master
Plan starting in 2011.
3.1.2 Baden - New Hamburg Water System
Baden New Hamburg System Capacity
12,110 (m3/d)
Max Day Design Demand
4,331 (m3/d)
Commitments
881 (m3/d)
Remaining Capacity
6,888 (m3/d)
The present water supply
capacity for Baden - New
Hamburg is 12,110 m3/d as
shown in the most recent Master
Plan (1996). This capacity
includes 4,110 m3/d from NH3 in New Hamburg and 8,000 m3/d that can be transferred from
wells K50 and K51, which normally supply the IUS, to Baden and New Hamburg. Maximum Day
water demand in 2010 was measured at 4,052 m3/d which is down approximately 12% from
2009. The max day design demand is 4,331 m3/d.
Using the 5-year average max day per capita demand of 0.3681 m3/c/d, there is capacity to
service approximately 18,700 additional people in Baden-New Hamburg water system as of
December 31, 2010.
The updated Baden – New Hamburg Water and Wastewater Master Plan is anticipated to be
completed in Spring 2011. The conclusions and recommendations made in the Master Plan
study will address future water and wastewater improvements and/or upgrades.
3.1.3 Ayr Water System
Ayr System Capacity
Commitments
Remaining Capacity
5,530 (m3/d)
2,022 (m3/d)
744 (m3/d)
2,764 (m3/d)
The firm capacity rating of the Ayr Water
System is 5,530 m3/d. 2010 Maximum Day
water use in Ayr was measured as 1,861
m3/d, which is up 2% from 2009. The max
day design demand is 2,022 m3/d.
Using the 5-year average max day per capita demand of 0.4793 m3/c/d, there is capacity to
service approximately 5,800 additional people in the Ayr Water System as of December 31,
2010. The present firm capacity could service a population of approximately 11,500 people.
3.1.4
Wellesley Water System
Wellesley System Capacity
Commitments
Remaining Capacity
3,000 (m3/d)
925 (m3/d)
170 (m3/d)
1,905 (m3/d)
The water supply system has a firm capacity
of 3,000 m3/d. 2010 Maximum Day demand in
Wellesley was measured as 1,054 m3/d,
which is up approximately 35% from 2009.
The max day design demand is 925 m3/d.
Using the 5-year average per max day capita demand of 0.3269 m3/c/d, there is capacity to
service approximately 5,800 additional people in the Wellesley Water System as of December
31, 2010. The present firm capacity could service a population of approximately 9,500 people.
3.1.5 St. Clements Water System
St. Clements System Capacity 1,770 (m3/d)
450 (m3/d)
Commitments
12 (m3/d)
Remaining Capacity
1,308 (m3/d)
The water treatment plant has a firm capacity
of 1,770 m3/d. 2010 Maximum Day Demand
in St. Clements was measured as 485 m3/d,
which is up approximately 30% from 2009.
The max day design demand is 450 m3/d.
13
Using the 5-year average per max per capita demand of 0.3331 m3/c/d, there is capacity to
service approximately 3,900 additional people in the St. Clements Water System as of
December 31, 2010. The present firm capacity could service a population of approximately
5,400 people.
3.2
WASTEWATER
3.2.1 Kitchener Wastewater Treatment Plant (KWWTP)
The KWWTP has a rated capacity of 122,700 KWWTP Rated Capacity
m3/d. Flow during 2010 was recorded at 64,329 Average Flow
m3/d which is down about 12% from 2009. The 5- Commitments
year Average Flow is 64,329 m3/d.
Remaining Capacity
122,700 (m3/d)
64,329 (m3/d)
10,606 (m3/d)
38,213 (m3/d)
Using the 5-year average flow per capita flow of 0.3268 m3/c/d, there is capacity to service
approximately 117,000 additional people in the Kitchener Wastewater Service Area as of
December 31, 2010. The present rated capacity could service a population of approximately
375,000 people.
3.2.2 Waterloo Wastewater Treatment Plant (WWWTP)
The WWWTP Certificate of Approval (CofA) has WWWTP Rated Capacity
*56,050 (m3/d)
a maximum hydraulic capacity of 72,730 m3/d, Average Flow
45,994 (m3/d)
but according to its CofA, the plant must be able Commitments
6,371 (m3/d)
to meet more stringent effluent quality criteria Remaining Capacity
3,685 (m3/d)
when average annual flows surpass 54,600 m3/d.
Even though current flows are below this treatment threshold, the Region is undertaking
upgrade to the plant that will improve the effluent quality. It is expected that the MOE will limit
the plant capacity to the flow the treatment will be upgraded to which is 57,500 m3/day. As
outlined in Section 2.6 above, the effective rated capacity at the Waterloo WWTP is 54,600 +
(57,500 – 54,600)/2 = *56,050 m3/d.
Flow during 2010 at the WWWTP was recorded at 42,007 m3/d, which is down about 9% from
2009. The 5-year Average Flow is 45,994 m3/d.
Using the 5-year average per capita flow of 0.3649 m3/c/d, there is capacity to service
approximately 10,100 additional people in the Waterloo Wastewater Service Area as of
December 31, 2010. The expected rated capacity of 57,500 m3/d could service a population of
approximately 157,600 people.
Flows at this plant have also shown unusual variation over the last few years. The City of
Waterloo has undertaken a study to identify areas of excessive I & I. The City is progressing
with investigations in the high priority areas.
3.2.3 Galt Wastewater Treatment Plant (GWWTP)
The rated capacity of the GWWTP is 56,800 GWWTP Rated Capacity
m3/d. Flow at the GWWTP was recorded at Average Flow
34,070 m3/d in 2010 which is down Commitments
approximately 11% from 2009. The 5-year Remaining Capacity
Average Flow is 35,635 m3/d.
56,800 (m3/d)
35,635 (m3/d)
2,448 (m3/d)
18,717 (m3/d)
approximately 43,200 additional people in the Galt Wastewater Service Area as of December
31, 2010. The present rated capacity could service a population of approximately 131,000
14
people.
Flow from Industrial Road Service Area (IRSA) which is high in organic loading had previously
been directed to the Preston Wastewater Treatment Plant. Diversion of the IRSA flow from
Preston to Galt commenced in the fall of 2009. At year end 2010, approximately 70% of the flow
was being diverted to the GWWTP. Due to some hydraulic limitations in the diversion chamber,
it is not possible to direct 100% of the flow to Galt at this time. Improvements to the hydraulic
conditions in the chamber are required before 100% can be obtained. It is anticipated that by
the middle of 2011, 100% of this flow will be diverted to GWWTP.
Observations at the Galt WWTP were undertaken to assess the impact this diversion would
have at the operations at the plant. It has been confirmed that the plant can accommodate the
flows and loading from the IRSA and no reduction in rated capacity will be necessary at Galt.
3.2.4 Preston Wastewater Treatment Plant (PWWTP)
The Preston WWTP has a rated capacity
PWWTP Rated Capacity
16,820 (m3/d)
of 16,820 m3/d. The treatment capacity
Average Flow
9,841 (m3/d)
had previously been limited to 14,520
Commitments*
1,990 (m3/d)
m3/d due to the additional organic loading
Remaining Capacity
4,989 (m3/d)
3
from the Industrial Road Service Area
*Includes 1,860 m /d for Boxwood
(IRSA). Beginning in the summer of
2009, the effluent from the IRSA has been gradually diverted from Preston WWTP to Galt
WWTP, as recommended in the 2007 Wastewater Master Plan. At year end 2010,
approximately 75% of the effluent was being diverted to Galt. The benefit to Preston WWTP is
twofold: the reduction for the organic loading will no longer be required and the actual hydraulic
loading to Preston will be reduced. The rated capacity of the Preston WWTP is no longer
restricted by the organic loading, and the rated capacity is 16,820 m3/d.
Flow in 2010 at the PWWTP were recorded at 8,754 m3/d which is 3,191 m3/d less than 2009
flows. The 5-year Average Flow is 9,841 m3/d.
Over the course of 2010 the flow in the diversion chamber at Industrial Avenue and Bishop
Street was diverted from Preston to Galt incrementally by 25%, 50% then 75%. Flow monitoring
conducted in the diversion chamber indicates that the total observed flow from the IRSA that
entered the diversion chamber was 3,040 m3/d. The average daily flow through the year that
was diverted from Preston to Galt is 1,360 m3/d, or approximately 45%. The flow of 1,360 m3/d
has been subtracted from the projected future flows as shown in Appendix B. The future flow
projections will be updated annually with measured flows in future versions of this report. The
5-year Average Flow, minus the diverted flow, is 9,841 m3/d.
City of Cambridge Council approved a staff report recommending that wastewater allocation be
reserved for the Boxwood Industrial Subdivision in the Preston Wastewater Service Area.
Through consultation with the City and their consultant Dillon, the capacity that is to be reserved
for Boxwood is 1,860 m3/d. This number is included as a commitment*, and will be assessed
annually and revised according to the rate of build out of the subdivision.
approximately 9,000 additional people in the Preston Wastewater Service Area as of December
31, 2010. The present rated capacity could service a population of approximately 30,400
people.
15
3.2.5 Hespeler Wastewater Treatment Plant (HWWTP)
The HWWTP has a rated capacity of 9,320 m3/d. HWWTP Rated Capacity
Flow at the HWWTP were recorded at 7,462 Average Flow
m3/d for 2010, which is down about 6% from Commitments
Remaining Capacity
9,320 (m3/d)
8,297 (m3/d)
215 (m3/d)
808 (m3/d)
approximately 2,369 additional people in the Hespeler Wastewater Service Area as of
December 31, 2010. The present rated capacity of 9,320 m3/d could service a population of
3.2.6 Elmira Wastewater Treatment Plant (EWWTP)
The EWWTP has a rated capacity of 7,800
EWWTP Rated Capacity
m3/d of which 186 m3/d of capacity is allocated Average Flow
to Crompton (formerly Uniroyal). However, as Commitments
the flow reports received from OCWA include Remaining Capacity
the Crompton flows, the effective capacity of the
plant is reported as 7,800 m3/d.
7,800 (m3/d)
4,116 (m3/d)
63 (m3/d)
3,662 (m3/d)
Flows in 2010 at the EWWTP were recorded at 4,064 m3/d which is essentially unchanged from
approximately 7,000 additional people in the Elmira Wastewater Service Area as of December
31, 2010. The present rated capacity of 7,800 m3/d could service a population of approximately
16,700 people.
Inflow and Infiltration are one of the causes of the unusual flow variations and high wastewater
per-capita flows at this plant. The Township, together with the Region, initiated in 1998 a ten
year program to address I&I in Elmira. Sewer reconstruction projects to separate storm water
flows and I/I from sewage flows have been completed in some areas in Elmira. However, total
wastewater flows are still seasonally impacted by rainfall and snow thawing, indicating that I/I
continue to be a problem in several areas in Elmira.
The Region has initiated a Wastewater Treatment Master Plan for the Elmira and St. Jacobs
service areas. Funds for the implementation of projects identified in these studies will be
included in future Wastewater Capital Programs and recommendations made in the master plan
will be incorporated into future versions of this report.
3.2.7 St. Jacobs Wastewater Treatment Plant (SJWWTP)
The hydraulic capacity of the SJWWTP is
SJWWTP Rated Capacity
1,450 m3/d. Flows in 2010 were recorded at Average Flow
803 m3/d which is down approximately 18% from Commitments
2009. The 5-year average flow is 1,001 m3/d .
Remaining Capacity
1,450 (m3/d)
1,001 (m3/d)
0 (m3/d)
449 (m3/d)
As in the case of Elmira, I & I are the expected causes of the wide fluctuations in flows and high
wastewater per-capita flows at this plant. As reported for the Elmira WWTP, the Township,
together with the Region, is undertaking a program to address I & I in St. Jacobs. Similarly to
Elmira, total wastewater flows in St. Jacobs are still seasonally impacted by rainfall and snow
thawing, indicating that I/I continue to be a problem in St. Jacobs.
16
approximately 779 additional people in the St. Jacobs Wastewater Service Area as of
December 31, 2010. The present rated capacity of 1,450 m3/d could service a population of
3.2.8 Baden/New Hamburg WWTP (BNHWWTP)
The BNHWWTP has a rated operating capacity BNHWWTP Rated Capacity
of 5,200 m3/d. The plant receives flows from Average Flow
Baden and New Hamburg. Flow in 2010 was Commitments
recorded at 3,235 m3/d which is down about Remaining Capacity
14% from 2009. The 5-year Average Flow is
3,868 m3/d. I & I are the expected causes of varied flows from year to year.
5,200 (m3/d)
3,868 (m3/d)
807 (m3/d)
525 (m3/d)
approximately 1,556 additional people in the Baden/New Hamburg Wastewater Service Area as
of December 31, 2010. The present rated capacity of 5,200 m3/d could service a population of
The Baden – New Hamburg Water and Wastewater Master Plan is anticipated to be completed
in Spring 2011. The conclusions and recommendations made in the Master Plan study will
address future water and wastewater improvements and/or upgrades.
The projects recommended in the Master Plan will estimate the required future treatment
capacity in the plants. Once an Environmental Assessment and a preliminary deign is
completed, and that the funds for the recommended projects are included in the Capital Budget
in the next five years, up to 50% of the proposed increase in capacity can be allocated for new
development.
3.2.9 Ayr Wastewater Treatment Plant (AWWTP)
The AWWTP has a rated capacity of 3,000 m3/d.
AWWTP Rated Capacity
3,000 (m3/d)
However, an agreement between the Township of
Average Flow
1,323 (m3/d)
North Dumfries and the Schneider’s processing
642 (m3/d)
plant in Ayr grants Schneider’s the option of Commitments*
1,035 (m3/d)
connecting to the municipal wastewater system. Remaining Capacity
3
Therefore, an additional flow of 154 m3/d is *Includes 153 m /d for Schneider’s
included in the commitments to AWWTP.
Flow at the AWWTP in 2010 was recorded at 1,258 m3/d which is down about 10% from 2009.
The 5-year Average Flow is 1,323 m3/d.
approximately 3,290 additional people in the Ayr Wastewater Service Area as of December 31,
2010. The present rated capacity of 1,450 m3/d could service a population of approximately
9,500 people.
3.2.10 Wellesley Wastewater Treatment (WEWWTP)
The WEWWTP has a rated capacity of 1,100 WEWWTP Rated Capacity
m3/d. Flow in 2010 at the WEWWTP was Average Flow
measured at 595 m3/d which is down 8% from the Commitments
previous year. The 5-year Average Flow is 730 Remaining Capacity
17
1,100 (m3/d)
730 (m3/d)
134 (m3/d)
236 (m3/d)
m3/d.
The wide fluctuation in flow from year to year is a result of a high level of extraneous flows to the
plant. An I/I study of the Wellesley sewage collection system recommended rehabilitation of
sections of the collection system where I/I contributions were identified and repairs were
completed in 2009. Ongoing system monitoring will evaluate the current status of I/I in the
system.
approximately 921 additional people in the Wellesley Wastewater Service Area as of December
31, 2010. The present rated capacity of 1,100 m3/d could service a population of approximately
4,300 people.
3.3
SMALL SYSTEMS
3.3.1 Water
The 12 small water supply systems owned and operated by the Region are presented in
Appendix C. These systems include Branchton Meadows, and Roseville in North Dumfries,
Linwood and Heidelberg (reported as one system including that portion of Heidelberg in
Woolwich) in Wellesley, New Dundee, Foxboro Green and St. Agatha in Wilmot, and Conestogo
Golf Course, Conestoga Plains, Maryhill, Maryhill Village Heights, and West Montrose in
Woolwich.
The small rural systems present variations in their water demand patterns due to the small
serviced populations. All numbers reported in Appendix C, excluding actual average and peak
demand figures, are based on MOE and Region water usage guidelines for small communal
water supply systems. Whenever actual consumption exceeds the design demand, actual
demands are used to determine system capacity.
As a result of Provincial legislation passed in August 2000 affecting testing and maintenance
procedures for water system operators, many small private system operators have informed the
Ministry of the Environment (MOE) and the Region that they are abandoning operation of their
systems as they do not have the resources necessary to satisfy the requirements of the new
legislation. As of the end of 2007, the Region has assumed ownership of one system (Village
Heights in Maryhill) and has connected customers of three other systems (Elroy Acres in
Breslau, Heidelberg Motors and Huehn in Heidelberg) to Regional owned and operated
municipal supply systems. Additionally, the Region has, under an MOE Order, assumed
operation of two privately owned water supply systems in St. Agatha (Sararas and
Schwartzentruber).
3.3.2 Wastewater
Three small wastewater treatment systems are currently operated by the Region of Waterloo.
Heidelberg WWTP services the Alt-Heidelberg subdivision, Conestoga Golf Course WWTP
which services Phase 2 of the Conestoga Golf Course subdivision, and the Foxboro WWTP
servicing the Foxboro Green subdivision. These systems were designed and constructed to
service a limited number of units within the specific subdivisions and are not capable of
servicing any units beyond that pre-determined number.
There is one other system in Floradale that currently operates privately that the Region has an
agreement or option to eventually operate. Should the Region assume ownership and operate
this system, it will be reported on in the WWWMR.
18
4.0
SUMMARY OF SERVICE AREA ASSESSMENTS
Tables 1 and 2 below summarize the water and wastewater service area assessments included
in Appendices B and C. Table 3 summarizes the committed water and wastewater flows and
populations.
19
2011 SUMMARY TABLES
TABLE 1: REMAINING WATER AND WASTEWATER CAPACITY AS OF DECEMBER 31, 2010
C
COMMITTED
FLOW
(1000 m 3/d)
22.76
0.88
0.74
0.17
0.01
D = A - (B+C)
REMAINING
CAPACITY
(1000 m 3/d)
52.00
6.89
2.76
1.91
1.31
E
AVERAGE
FLOWS PER
CAPITA (m 3/d/c)
0.4006
0.3681
0.4793
0.3269
0.3331
F = D / E * 1000
REMAINING
CAPACITY
(PEOPLE)
129,781
18,715
5,766
5,828
3,928
122.70
56.05
56.80
16.82
9.32
7.80
5.20
3.00
1.45
1.10
73.88
45.99
35.63
11.20
8.30
4.12
3.87
1.32
1.00
0.73
10.61
6.37
2.45
1.99
0.22
0.06
0.81
0.64
0.00
0.13
38.21
3.68
18.72
3.63
0.81
3.62
0.52
1.03
0.45
0.24
0.3268
0.3649
0.4329
0.5530
0.3410
0.4312
0.3373
0.3144
0.5768
0.2564
116,948
10,097
43,240
6,562
2,369
8,399
1,556
3,290
779
921
A
2010
CAPACITY
(m 3/d)
601
B
AVERAGE
MEASURED FLOW
(m 3/d)
540
C
COMMITTED
FLOW
(m 3/d)
N/A
D=A-B
REMAINING
CAPACITY
(m 3/d)
61
E
AVERAGE
FLOWS PER
CAPITA (m 3/d/c)
1.0437
REMAINING
CAPACITY
(PEOPLE)
CONESTOGA PLAINS
786
194
N/A
592
0.5207
Case by Case
MARY HILL
157
115
N/A
42
0.7194
Case by Case
MARY HILL VILLAGE HEIGHTS
820
107
N/A
713
0.7254
Case by Case
WEST MONTROSE
238
154
N/A
84
0.8682
Case by Case
HEIDELBERG
829
455
N/A
374
0.4513
Case by Case
LINWOOD
605
345
N/A
260
0.4078
Case by Case
FOXBORO
527
146
N/A
381
0.3631
Case by Case
NEW DUNDEE
983
427
N/A
556
0.3754
Case by Case
ST AGATHA SA3/SA4
518
66
N/A
452
0.8720
Case by Case
ROSEVILLE
358
195
N/A
163
0.6742
Case by Case
BRANCHTON
130
114
N/A
16
0.9486
Case by Case
WATER
B
AVERAGE
MEASURED FLOW
(1000 m 3/d)
194.57
4.33
2.02
0.92
0.45
INTEGRATED URBAN WATER SYSTEM
BADEN-NEW HAMBURG
AYR WATER SYSTEM
WELLESLEY
ST. CLEMENTS
WASTEWATER
A
2010
CAPACITY
(1000 m 3/d)
269.32
12.10
5.53
3.00
1.77
KITCHENER WWTP
WATERLOO WWTP
GALT WWTP
PRESTON WWTP
HESPELER WWTP
ELMIRA WWTP
BADEN-NEW HAMBURG WWTP
AYR WWTP
ST. JACOBS WWTP
WELLESLEY WWTP
ND
WILMOT WEL
WOOLWICH
TABLE 2: SMALL RURAL WATER SYSTEM SUMMERY AS OF DECEMBER 31, 2010
CONESTOGA GOLF COURSE
(A)
See Water Distribution Master Plan and Wastewater Treatment Master Plan for capacity details of each system
(B)
See section 2.4 and 2.6 and appendix B & C for details of how average flow is calculated for individual systems
(C)
See Table 3 for details about how committed flow is calculated
(D)
Both Water systems and Wastewater systems average flow equals the average of the previous 5 years per capita flow
(E)
See Section 2.4 and 2.5 for an explanation of average flows per capita
(F)
Remaining Capacity divided by Average Flow Per Capita multiplied by 1000. Any new service in the small rural systems must be reviewed by the Region of Waterloo Water Services staff and will
be evaluated on a case by case basis
2011 SUMMARY TABLES
F
Case by Case
2011 SUMMARY TABLES
WATER
INTEGRATED URBAN WATER SYSTEM
BADEN-NEW HAMBURG
AYR WATER SYSTEM
WELLESLEY
ST. CLEMENTS
WASTEWATER
TABLE 3: COMMITMENTS AS OF DECEMBER 31, 2010
KITCHENER WWTP
WATERLOO WWTP
GALT WWTP
PRESTON WWTP
HESPELER WWTP
ELMIRA WWTP
BADEN-NEW HAMBURG WWTP
AYR WWTP
ST. JACOBS WWTP
WELLESLEY WWTP
A
COMMITTED
POPULATION
(PEOPLE)
56,799
2,393
1,552
521
37
B
AVERAGE
FLOWS PER
CAPITA (m 3/d/c)
0.4006
0.3681
0.4793
0.3269
0.3331
COMMITMENTS
(m 3/d)
22,756
881
744
170
12
32,458
17,457
5,655
235
631
146
2,393
1,552
0
521
0.3268
0.3649
0.4329
0.5530
0.3410
0.4312
0.3373
0.3144
0.5768
0.2564
10,606
6,371
2,448
130
215
63
807
488
0
134
(A)
See appendix D for a detailed breakdown of committed population from known development
(B)
See Section 2.4 and 2.5 for an explanation of the Average Flow Per Capita Per Day in Column 'B'
(C)
Column 'A' multiplied by column 'B'
C=AxB
2011 SUMMARY TABLES
APPENDIX A
Glossary
20
GLOSSARY
Actual and Committed Flows
The sum of the current year actual flows and the flows anticipated from the development
currently committed. Flows are either water or wastewater as per context.
Adjusted and Committed Flows
The sum of the current year adjusted flows and the flows anticipated from the
development currently committed. Flows are either water or wastewater as per context.
Adjusted wastewater flows are the 85% flow levels.
Average Day Use - Actual
The total water used in a service area during a period of time as per wholesale billing
records, divided by the number of days in the period. The period is normally one year and
as such this term is equivalent to the annual average daily water use.
Average Day Use - Actual Per
Capita
The Average Day Use - Actual divided by the population serviced.
Average Day Use - Adjusted
Per Capita
The per capita annual average day water use utilized in developing the water use
forecasts. Intended to account for the variables that cause the typical fluctuations of actual
annual day water use.
BP
Building Permits
Capacity, Capability
Interchangeable terms for the maximum amount of water or wastewater that can be
produced or treated by the respective facilities.
Committed/Uncommitted Units
The number of units in plans of subdivision and condominium are The following types of
units were categorized to estimate how many units in the Region have a legal commitment
to servicing, and how this commitment affects existing wastewater treatment capacity and
available water supply. Committed units were defined as:
1) dwelling units for which building permits have been issued but not yet believed to be
occupied, and are consequently not included in the base population estimate;
2) unbuilt dwelling units remaining in Registered Plans
3) units in Draft Approved plans, except plans having a special clause in the draft
agreement that specifically stipulates that draft approval does not constitute a legal
commitment to either water or wastewater servicing.
DA
Draft Approved plans
Demand
For the purposes of this report with respect to water production facilities, this is usually
characterized by maximum day demand.
21
Firm Well Capacity
The maximum amount of water that can be safely provided from the wells serving an
individual water system determined from the lesser of the two scenarios listed below:
i)
ii)
0.85 x the capacity of all available wells producing a useable water supply;
capacity of all available wells producing a useable water supply less the capacity of
the largest well.
A useable water supply must as a minimum meet the MOE Standards for Drinking Water.
Inflow and Infiltration (I&I)
Water (that would not require treatment if it did not enter the sewer system) entering the
sanitary sewer system (including sewer service connections) through such means as:
1)
2)
3)
defective pipes, pipe joints, connections, manhole walls (infiltration);
cellar and foundation drains, swamp drains, cooling water discharges, etc. (Steady
inflow);
from roof drains, catch basins, sump pumps, manholes in ponded areas, combined
sewers, etc. (Direct or Delayed Unsteady inflow).
Maximum Day Use - Actual
The highest daily consumption of water in a service area during a year. Daily consumption
is defined as the total amount of water pumped into the water system plus or minus the
change in storage in the system during the 24 hour period.
Maximum Day Use - Actual Per
Capita
The Maximum Day Use - Actual divided by the population serviced.
Maximum Day Use - Adjusted
Per Capita
The per capita maximum day water use utilized in developing the water use forecasts.
Intended to account for the variables that cause the typical fluctuations of actual maximum
day water use.
Maximum Week Use
The highest total consumption of water in a service area during any seven consecutive
days in a year, divided by seven.
PPU
Person Per Unit
SA
Servicing Agreements
Supply
For the purposes of this report, for ground water production facilities, supply is
characterized by the firm well capacity or Seasonal Well Capacity.
System (Well Supply) Capacity
The capacity of the water supply system that can reasonably be sustained (excluding
buffer capacity, i.e. K90 wells, etc.) during the peak demand period when all supply
facilities are set for optimum use.
URU
Unbuilt Registered Unit
Water Consumption, Water
Demand, and Water Use
Interchangeable terms relating to water leaving the municipal water system for various
purposes. Depending on the context, these can be referring to the past, present or future.
However, in a physical sense water is not usually actually consumed when it leaves the
water system.
85% Flow Level,
The adjusted average annual wastewater flow is based on the product of the population
and adjusted average annual per capita wastewater flow. The adjusted average per capita
flow is calculated as the per capita flow level that has a 85% probability of not being
exceeded in any given year assuming a normal distribution of historical per capita flows.
However, this "probability" does not account for the probability of changes in the
population forecasts.
22
APPENDIX B
Wastewater Charts and Data
23
APPENDIX - B
WASTEWATER TABLES AND CHARTS
KITCHENER WASTEWATER TREATMENT PLANT ANNUAL WASTEWATER FLOWS AND COMMITMENTS
A
B
C*
D=AxC
E
AVERAGE DAY
F=D+E
G
H=G-F
I=H/C
PROJECTED
MEASURED
AVERAGE FLOW PER
PROJECTED
3
FLOW (m /d)
CAPITA PER DAY (m3/c/d)
FLOW (m3/d)
COMMITMENTS (m3/d)
FLOW PLUS
SYSTEM
REMAINING
REMAINING
COMMITMENTS (m3/d)
CAPACITY (m3/d)
CAPACITY (m3/d)
CAPACITY (People)
YEAR
POP.
2001
190,200
65,454
0.0000
#N/A
122,700
#N/A
#N/A
2002
193,540
65,960
0.0000
#N/A
122,700
#N/A
#N/A
2003
191,281
66,148
0.0000
#N/A
122,700
#N/A
#N/A
2004
200,030
66,730
0.0000
#N/A
122,700
#N/A
#N/A
2005
205,792
68,224
0.3392
69,799
11,300
81,099
122,700
41,601
122,652
2006
210,854
74,344
0.3409
71,873
10,520
82,393
122,700
40,307
118,249
2007
215,247
70,051
0.3378
72,709
11,370
84,079
122,700
38,621
114,334
2008
219,596
74,935
0.3369
73,977
9,280
83,257
122,700
39,443
117,084
2009
221,223
73,002
0.3362
74,365
9,316
83,682
122,700
39,018
116,072
2010
226,106
64,329
0.3268
73,881
10,606
84,487
122,700
38,213
116,948
2011
229,988
0
0.3268
75,149
#N/A
122,700
#N/A
#N/A
2012
233,870
0
0.3268
76,418
#N/A
122,700
#N/A
#N/A
2013
237,751
0
0.3268
77,686
#N/A
122,700
#N/A
#N/A
2014
241,633
0
0.3268
78,954
#N/A
122,700
#N/A
#N/A
2015
245,514
0
0.3268
80,223
#N/A
122,700
#N/A
#N/A
2016
249,396
0
0.3268
81,491
#N/A
122,700
#N/A
#N/A
2017
253,278
0
0.3268
82,759
#N/A
122,700
#N/A
#N/A
2018
257,159
0
0.3268
84,028
#N/A
122,700
#N/A
#N/A
2019
261,041
0
0.3268
85,296
#N/A
122,700
#N/A
#N/A
2020
264,922
0
0.3268
86,564
#N/A
122,700
#N/A
#N/A
2021
268,804
0
0.3268
87,833
#N/A
122,700
#N/A
#N/A
*See Section 2.5 for an explanation of the Average Flow Per Capita Per Day in Column 'C'
KITCHENER WASTEWATER TREATMENT PLANT
-1-
APPENDIX - B
ANNUAL WASTEWATER FLOWS AND COMMITMENTS
MEASURED FLOW (m3/d) - COLUMN 'B'
SYSTEM CAPACITY (m3/d) - COLUMN 'G'
PROJECTED FLOWS PLUS COMMITMENTS (m3/d) - COLUMN 'F'
PROJECTED FLOW (m3/d) - COLUMN 'D'
AJUSTED FLOW(m3/d)
140,000
120,000
M3/DAY
AY
100,000
80,000
60,000
40,000
20,000
0
2001
2002
2003
2004
2005
2006
2007
2008
2009
2010
2011
2012
2013
YEAR
-2-
2014
2015
2016
2017
2018
2019
2020
2021
APPENDIX - B
WATERLOO WASTEWATER TREATMENT PLANT ANNUAL WASTEWATER FLOWS AND COMMITMENTS
A
B
C*
D=AxC
E
AVERAGE DAY
F=D+E
G
H=G-F
I=H/C
PROJECTED
MEASURED
AVERAGE FLOW PER
PROJECTED
3
FLOW (m /d)
FLOW (m3/d)
COMMITMENTS (m3/d)
FLOW PLUS
SYSTEM
REMAINING
REMAINING
COMMITMENTS (m3/d)
CAPACITY (m3/d)
CAPACITY (m3/d)
CAPACITY (People)
YEAR
POP.
2001
102,070
40,285
0.0000
#N/A
54,600
#N/A
#N/A
2002
105,390
42,235
0.0000
#N/A
54,600
#N/A
#N/A
2003
110,197
40,781
0.0000
#N/A
54,600
#N/A
#N/A
2004
114,568
44,192
0.0000
#N/A
54,600
#N/A
#N/A
2005
117,364
43,548
0.3845
45,121
5,230
50,351
54,600
4,249
11,051
2006
119,406
46,012
0.3826
45,683
4,120
49,803
54,600
4,797
12,537
2007
120,265
41,358
0.3712
44,644
3,770
48,414
54,600
6,186
16,663
2008
121,413
47,562
0.3755
45,596
5,930
51,526
54,600
3,074
8,184
2009
124,006
45,940
0.3725
46,192
4,595
50,787
54,600
3,813
10,237
2010
126,029
42,007
0.3649
45,994
6,371
52,365
56,050
3,685
10,097
2011
127,829
0
0.3649
46,651
#N/A
56,050
#N/A
#N/A
2012
129,629
0
0.3649
47,308
#N/A
56,050
#N/A
#N/A
2013
131,429
0
0.3649
47,965
#N/A
57,500
#N/A
#N/A
2014
133,229
0
0.3649
48,622
#N/A
57,500
#N/A
#N/A
2015
135,029
0
0.3649
49,279
#N/A
57,500
#N/A
#N/A
2016
136,829
0
0.3649
49,936
#N/A
57,500
#N/A
#N/A
2017
138,629
0
0.3649
50,592
#N/A
57,500
#N/A
#N/A
2018
140,429
0
0.3649
51,249
#N/A
57,500
#N/A
#N/A
#N/A
2019
142,229
0
0.3649
51,906
#N/A
57,500
#N/A
2020
144,029
0
0.3649
52,563
#N/A
57,500
#N/A
#N/A
2021
145,829
0
0.3649
53,220
#N/A
57,500
#N/A
#N/A
WATERLOO WASTEWATER TREATMENT PLANT
-3-
APPENDIX - B
ADJUSTED FLOW(m3/d)
70,000
60,000
M3/DAY
AY
50,000
40,000
30,000
20,000
10,000
0
2001
2002
2003
2004
2005
2006
2007
2008
2009
2010
2011
2012
2013
YEAR
-4-
2014
2015
2016
2017
2018
2019
2020
2021
APPENDIX - B
GALT WASTEWATER TREATMENT PLANT ANNUAL WASTEWATER FLOWS AND COMMITMENTS
A
B
C*
D=AxC
E
AVERAGE DAY
F=D+E
G
H=G-F
I=H/C
PROJECTED
MEASURED
AVERAGE FLOW PER
PROJECTED
3
FLOW (m /d)
FLOW (m3/d)
COMMITMENTS (m3/d)
FLOW PLUS
SYSTEM
REMAINING
REMAINING
COMMITMENTS (m3/d)
CAPACITY (m3/d)
CAPACITY (m3/d)
CAPACITY (People)
YEAR
POP.
2001
71,580
32,094
0.0000
#N/A
56,800
#N/A
#N/A
2002
73,310
31,560
0.0000
#N/A
56,800
#N/A
#N/A
2003
73,988
31,344
0.0000
#N/A
56,800
#N/A
#N/A
2004
77,029
32,047
0.0000
#N/A
56,800
#N/A
#N/A
2005
78,686
30,301
0.4207
33,105
4,000
37,105
56,800
19,695
46,811
2006
80,509
31,488
0.4093
32,950
2,380
35,330
56,800
21,470
52,458
2007
82,083
35,533
0.4098
33,634
3,160
36,794
56,800
20,006
48,825
2008
82,335
38,351
0.4182
34,431
3,220
37,651
56,800
19,149
45,790
2009
83,071
38,271
0.4271
35,481
2,455
37,936
56,800
18,864
44,166
2010
82,321
34,070
0.4329
35,635
2,448
38,083
56,800
18,717
43,240
2011
84,080
0
0.4329
36,396
#N/A
56,800
#N/A
#N/A
2012
85,839
0
0.4329
37,157
#N/A
56,800
#N/A
#N/A
2013
87,598
0
0.4329
37,919
#N/A
56,800
#N/A
#N/A
2014
89,357
0
0.4329
38,680
#N/A
56,800
#N/A
#N/A
2015
91,115
0
0.4329
39,442
#N/A
56,800
#N/A
#N/A
2016
92,874
0
0.4329
40,203
#N/A
56,800
#N/A
#N/A
2017
94,633
0
0.4329
40,964
#N/A
56,800
#N/A
#N/A
2018
96,392
0
0.4329
41,726
#N/A
56,800
#N/A
#N/A
#N/A
2019
98,151
0
0.4329
42,487
#N/A
56,800
#N/A
2020
99,910
0
0.4329
43,249
#N/A
56,800
#N/A
#N/A
2021
101,669
0
0.4329
44,010
#N/A
56,800
#N/A
#N/A
GALT WASTEWATER TREATMENT PLANT
-5-
APPENDIX - B
ADJUSTED FLOW(m3/d)
60,000
50,000
M3/DAY
AY
40,000
30,000
20,000
10,000
0
2001
2002
2003
2004
2005
2006
2007
2008
2009
2010
2011
2012
2013
YEAR
-6-
2014
2015
2016
2017
2018
2019
2020
2021
PRESTON
APPENDIX - B
PRESTON WASTEWATER TREATMENT PLANT ANNUAL WASTEWATER FLOWS AND COMMITMENTS
A
B
C*
D=AxC
E
AVERAGE DAY
F=D+E
G
H=G-F
I=H/C
PROJECTED
MEASURED
AVERAGE FLOW PER
PROJECTED
3
FLOW (m /d)
FLOW (m3/d)
COMMITMENTS (m3/d)
FLOW PLUS
SYSTEM
REMAINING
REMAINING
COMMITMENTS (m3/d)
CAPACITY (m3/d)
CAPACITY (m3/d)
CAPACITY (People)
YEAR
POP.
2001
18,830
10,411
0.0000
#N/A
14,520
#N/A
#N/A
2002
19,190
10,703
0.0000
#N/A
14,520
#N/A
#N/A
2003
19,503
11,203
0.0000
#N/A
14,520
#N/A
#N/A
2004
20,129
11,475
0.0000
#N/A
14,520
#N/A
#N/A
2005
20,331
12,251
0.5715
11,620
250
11,870
14,520
2,650
4,636
2006
20,357
12,234
0.5812
11,830
100
11,930
14,520
2,590
4,456
2007
20,559
11,015
0.5768
11,858
110
11,968
14,520
2,552
4,425
2008
20,646
12,767
0.5856
12,090
50
12,140
14,520
2,380
4,065
2009
20,682
11,945
0.5871
12,141
48
12,189
14,520
2,331
3,971
2010
20,257
8,754
0.5530
9,841
1,990
11,831
16,820
4,989
9,022
2011
20,534
0
0.5530
9,995
#N/A
16,820
#N/A
#N/A
2012
20,812
0
0.5530
10,148
#N/A
16,820
#N/A
#N/A
2013
21,089
0
0.5530
10,302
#N/A
16,820
#N/A
#N/A
2014
21,367
0
0.5530
10,455
#N/A
16,820
#N/A
#N/A
2015
21,644
0
0.5530
10,609
#N/A
16,820
#N/A
#N/A
2016
21,922
0
0.5530
10,762
#N/A
16,820
#N/A
#N/A
2017
22,199
0
0.5530
10,915
#N/A
16,820
#N/A
#N/A
2018
22,477
0
0.5530
11,069
#N/A
16,820
#N/A
#N/A
#N/A
2019
22,754
0
0.5530
11,222
#N/A
16,820
#N/A
2020
23,032
0
0.5530
11,376
#N/A
16,820
#N/A
#N/A
2021
23,309
0
0.5530
11,529
#N/A
16,820
#N/A
#N/A
PRESTON WASTEWATER TREATMENT PLANT
-7-
APPENDIX - B
ADJUSTED FLOW(m3/d)
18,000
16,000
14,000
M3/DAY
AY
12,000
10,000
8,000
6,000
4,000
2,000
0
2001
2002
2003
2004
2005
2006
2007
2008
2009
2010
2011
2012
2013
YEAR
-8-
2014
2015
2016
2017
2018
2019
2020
2021
HESPELER
APPENDIX - B
HESPELER WASTEWATER TREATMENT PLANT ANNUAL WASTEWATER FLOWS AND COMMITMENTS
A
B
C*
D=AxC
E
AVERAGE DAY
F=D+E
G
H=G-F
I=H/C
PROJECTED
MEASURED
AVERAGE FLOW PER
PROJECTED
3
FLOW (m /d)
FLOW (m3/d)
COMMITMENTS (m3/d)
FLOW PLUS
SYSTEM
REMAINING
REMAINING
COMMITMENTS (m3/d)
CAPACITY (m3/d)
CAPACITY (m3/d)
CAPACITY (People)
YEAR
POP.
2001
19,210
6,878
0.0000
#N/A
9,320
#N/A
#N/A
2002
19,780
7,064
0.0000
#N/A
9,320
#N/A
#N/A
#N/A
2003
20,201
7,178
0.0000
#N/A
9,320
#N/A
2004
21,417
7,703
0.0000
#N/A
9,320
#N/A
#N/A
2005
21,568
7,956
0.3598
7,761
340
8,101
9,320
1,219
3,389
2006
21,972
8,013
0.3611
7,935
200
8,135
9,320
1,185
3,282
2007
22,117
7,252
0.3553
7,858
1,060
8,918
9,320
402
1,132
2008
22,166
8,056
0.3569
7,911
960
8,871
9,320
449
1,257
2009
23,163
7,929
0.3534
8,186
564
8,751
9,320
569
1,610
2010
24,333
7,462
0.3410
8,297
215
8,512
9,320
808
2,369
2011
24,523
0
0.3410
8,362
#N/A
9,320
#N/A
#N/A
2012
24,714
0
0.3410
8,427
#N/A
9,320
#N/A
#N/A
2013
24,905
0
0.3410
8,493
#N/A
9,320
#N/A
#N/A
2014
25,096
0
0.3410
8,558
#N/A
9,320
#N/A
#N/A
2015
25,287
0
0.3410
8,623
#N/A
9,320
#N/A
#N/A
2016
25,478
0
0.3410
8,688
#N/A
12,100
#N/A
#N/A
2017
25,669
0
0.3410
8,753
#N/A
12,100
#N/A
#N/A
2018
25,860
0
0.3410
8,818
#N/A
12,100
#N/A
#N/A
#N/A
2019
26,051
0
0.3410
8,883
#N/A
12,100
#N/A
2020
26,242
0
0.3410
8,948
#N/A
12,100
#N/A
#N/A
2021
26,433
0
0.3410
9,013
#N/A
12,100
#N/A
#N/A
HESPELER WASTEWATER TREATMENT PLANT
-9-
APPENDIX - B
ADJUSTED FLOW(m3/d)
14,000
12,000
M3/DAY
AY
10,000
8,000
6,000
4,000
2,000
0
2001
2002
2003
2004
2005
2006
2007
2008
2009
2010
2011
2012
2013
YEAR
- 10 -
2014
2015
2016
2017
2018
2019
2020
2021
ELMIRA
APPENDIX - B
ELMIRA WASTEWATER TREATMENT PLANT ANNUAL WASTEWATER FLOWS AND COMMITMENTS
A
B
C*
D=AxC
E
AVERAGE DAY
F=D+E
G
H=G-F
I=H/C
PROJECTED
MEASURED
AVERAGE FLOW PER
PROJECTED
3
FLOW (m /d)
FLOW (m3/d)
COMMITMENTS (m3/d)
FLOW PLUS
SYSTEM
REMAINING
REMAINING
COMMITMENTS (m3/d)
CAPACITY (m3/d)
CAPACITY (m3/d)
CAPACITY (People)
YEAR
POP.
2001
7,510
3,975
0.0000
#N/A
4,543
#N/A
#N/A
2002
7,560
4,196
0.0000
#N/A
7,800
#N/A
#N/A
#N/A
2003
7,471
4,157
0.0000
#N/A
7,800
#N/A
2004
8,102
4,675
0.0000
#N/A
7,800
#N/A
#N/A
2005
8,495
3,982
0.5373
4,565
700
5,265
7,800
2,535
4,719
2006
8,974
4,237
0.5259
4,719
610
5,329
7,800
2,471
4,698
2007
9,274
3,478
0.4899
4,543
460
5,003
7,800
2,797
5,710
2008
9,647
4,431
0.4705
4,538
240
4,778
7,800
3,022
6,423
2009
9,652
4,089
0.4398
4,245
145
4,389
7,800
3,411
7,755
2010
9,544
4,064
0.4312
4,116
63
4,178
7,800
3,622
8,399
#N/A
2011
9,725
0
0.4312
4,193
#N/A
7,800
#N/A
2012
9,905
0
0.4312
4,271
#N/A
7,800
#N/A
#N/A
2013
10,086
0
0.4312
4,349
#N/A
7,800
#N/A
#N/A
2014
10,267
0
0.4312
4,427
#N/A
7,800
#N/A
#N/A
2015
10,447
0
0.4312
4,505
#N/A
7,800
#N/A
#N/A
2016
10,628
0
0.4312
4,583
#N/A
7,800
#N/A
#N/A
2017
10,809
0
0.4312
4,661
#N/A
7,800
#N/A
#N/A
2018
10,989
0
0.4312
4,739
#N/A
7,800
#N/A
#N/A
#N/A
2019
11,170
0
0.4312
4,817
#N/A
7,800
#N/A
2020
11,350
0
0.4312
4,894
#N/A
7,800
#N/A
#N/A
2021
11,531
0
0.4312
4,972
#N/A
7,800
#N/A
#N/A
ELMIRA WASTEWATER TREATMENT PLANT
- 11 -
APPENDIX - B
ADJUSTED FLOW(m3/d)"
9,000
8,000
7,000
M3/DAY
AY
6,000
5,000
4,000
3,000
2,000
1,000
0
2001
2002
2003
2004
2005
2006
2007
2008
2009
2010
2011
2012
2013
YEAR
- 12 -
2014
2015
2016
2017
2018
2019
2020
2021
ST JACOBS
APPENDIX - B
ST JACOBS WASTEWATER TREATMENT PLANT ANNUAL WASTEWATER FLOWS AND COMMITMENTS
A
B
C*
D=AxC
E
AVERAGE DAY
YEAR
POP.
F=D+E
G
H=G-F
I=H/C
PROJECTED
MEASURED
AVERAGE FLOW PER
PROJECTED
3
FLOW (m /d)
FLOW (m3/d)
COMMITMENTS (m3/d)
FLOW PLUS
SYSTEM
REMAINING
REMAINING
COMMITMENTS (m3/d)
CAPACITY (m3/d)
CAPACITY (m3/d)
CAPACITY (People)
2001
1,310
985
0.0000
#N/A
1,450
#N/A
#N/A
2002
1,320
933
0.0000
#N/A
1,450
#N/A
#N/A
2003
1,329
887
0.0000
#N/A
1,450
#N/A
#N/A
2004
1,482
1,037
0.0000
#N/A
1,450
#N/A
#N/A
2005
1,631
997
0.6874
1,121
270
1,391
1,450
59
85
2006
1,665
1,134
0.6733
1,121
150
1,271
1,450
179
266
2007
1,769
883
0.6318
1,118
60
1,178
1,450
272
431
2008
1,811
1,255
0.6370
1,154
60
1,214
1,450
236
371
2009
1,783
976
0.6065
1,081
29
1,110
1,450
340
561
2010
1,735
803
0.5768
1,001
0
1,001
1,450
449
779
#N/A
2011
1,791
0
0.5768
1,033
#N/A
1,450
#N/A
2012
1,846
0
0.5768
1,065
#N/A
1,450
#N/A
#N/A
2013
1,902
0
0.5768
1,097
#N/A
1,450
#N/A
#N/A
2014
1,957
0
0.5768
1,129
#N/A
1,450
#N/A
#N/A
2015
2,013
0
0.5768
1,161
#N/A
1,450
#N/A
#N/A
2016
2,068
0
0.5768
1,193
#N/A
1,450
#N/A
#N/A
2017
2,124
0
0.5768
1,225
#N/A
1,450
#N/A
#N/A
2018
2,179
0
0.5768
1,257
#N/A
1,450
#N/A
#N/A
#N/A
2019
2,235
0
0.5768
1,289
#N/A
1,450
#N/A
2020
2,290
0
0.5768
1,321
#N/A
1,450
#N/A
#N/A
2021
2,346
0
0.5768
1,353
#N/A
1,450
#N/A
#N/A
ST JACOBS WASTEWATER TREATMENT PLANT
- 17 -
APPENDIX - B
ADJUSTED FLOW(m3/d)
1,800
1,600
1,400
M3/DAY
AY
1,200
1,000
800
600
400
200
0
2001
2002
2003
2004
2005
2006
2007
2008
2009
2010
2011
2012
2013
YEAR
- 18 -
2014
2015
2016
2017
2018
2019
2020
2021
BADEN-NEW HAMB
APPENDIX - B
BADEN-NEW HAMBURG WASTEWATER TREATMENT PLANT ANNUAL WASTEWATER FLOWS AND COMMITMENTS
A
B
C*
D=AxC
E
AVERAGE DAY
F=D+E
G
H=G-F
I=H/C
PROJECTED
MEASURED
AVERAGE FLOW PER
PROJECTED
3
FLOW (m /d)
FLOW (m3/d)
COMMITMENTS (m3/d)
FLOW PLUS
SYSTEM
REMAINING
REMAINING
COMMITMENTS (m3/d)
CAPACITY (m3/d)
CAPACITY (m3/d)
CAPACITY (People)
YEAR
POP.
2001
6,830
2,778
0.0000
#N/A
5,200
#N/A
#N/A
2002
7,150
2,855
0.0000
#N/A
5,200
#N/A
#N/A
2003
7,912
3,058
0.0000
#N/A
5,200
#N/A
#N/A
2004
8,648
3,122
0.0000
#N/A
5,200
#N/A
#N/A
2005
9,083
3,039
0.3776
3,430
1,660
5,090
5,200
110
291
2006
9,804
3,620
0.3701
3,629
1,440
5,069
5,200
131
355
1,117
2007
10,319
3,252
0.3533
3,645
1,160
4,805
5,200
395
2008
10,742
4,066
0.3517
3,778
1,130
4,908
5,200
292
831
2009
11,016
3,763
0.3478
3,831
996
4,828
5,200
372
1,071
2010
11,467
3,235
0.3373
3,868
807
4,675
5,200
525
1,556
2011
11,943
0
0.3373
4,029
#N/A
5,200
#N/A
#N/A
2012
12,420
0
0.3373
4,189
#N/A
5,200
#N/A
#N/A
2013
12,897
0
0.3373
4,350
#N/A
5,200
#N/A
#N/A
2014
13,373
0
0.3373
4,511
#N/A
5,200
#N/A
#N/A
2015
13,850
0
0.3373
4,672
#N/A
5,200
#N/A
#N/A
2016
14,326
0
0.3373
4,832
#N/A
5,200
#N/A
#N/A
2017
14,803
0
0.3373
4,993
#N/A
5,200
#N/A
#N/A
2018
15,279
0
0.3373
5,154
#N/A
7,141
#N/A
#N/A
#N/A
2019
15,756
0
0.3373
5,315
#N/A
7,141
#N/A
2020
16,232
0
0.3373
5,475
#N/A
7,141
#N/A
#N/A
2021
16,709
0
0.3373
5,636
#N/A
7,141
#N/A
#N/A
BADEN-NEW HAMBURG WASTEWATER TREATMENT PLANT
- 13 -
APPENDIX - B
ADJUSTED FLOW(m3/d)
8,000
7,000
6,000
M3/DAY
AY
5,000
4,000
3,000
2,000
1,000
0
2001
2002
2003
2004
2005
2006
2007
2008
2009
2010
2011
2012
2013
2014
YEAR
- 14 -
2015
2016
2017
2018
2019
2020
2021
AYR
APPENDIX - B
AYR WASTEWATER TREATMENT PLANT ANNUAL WASTEWATER FLOWS AND COMMITMENTS
A
B
C*
D=AxC
E
AVERAGE DAY
F=D+E
G
H=G-F
I=H/C
PROJECTED
MEASURED
AVERAGE FLOW PER
PROJECTED
3
FLOW (m /d)
FLOW (m3/d)
COMMITMENTS (m3/d)
FLOW PLUS
SYSTEM
REMAINING
REMAINING
COMMITMENTS (m3/d)
CAPACITY (m3/d)
CAPACITY (m3/d)
CAPACITY (People)
YEAR
POP.
2001
3,870
1,547
0.0000
#N/A
1,500
#N/A
#N/A
2002
3,960
1,548
0.0000
#N/A
1,500
#N/A
#N/A
2003
3,941
1,613
0.0000
#N/A
1,500
#N/A
#N/A
2004
3,940
1,214
0.0000
#N/A
1,500
#N/A
#N/A
2005
3,967
1,207
0.3624
1,438
90
1,528
1,500
-28
-77
2006
3,989
1,262
0.3458
1,379
490
1,869
3,000
1,131
3,271
2007
4,018
1,216
0.3281
1,318
360
1,678
3,000
1,322
4,028
2008
4,088
1,315
0.3106
1,270
290
1,560
3,000
1,440
4,637
2009
4,195
1,395
0.3155
1,324
693
2,017
3,000
983
3,116
2010
4,209
1,258
0.3144
1,323
642
1,965
3,000
1,035
3,290
#N/A
2011
4,394
0
0.3144
1,382
#N/A
3,000
#N/A
2012
4,580
0
0.3144
1,440
#N/A
3,000
#N/A
#N/A
2013
4,765
0
0.3144
1,498
#N/A
3,000
#N/A
#N/A
2014
4,950
0
0.3144
1,556
#N/A
3,000
#N/A
#N/A
2015
5,135
0
0.3144
1,615
#N/A
3,000
#N/A
#N/A
2016
5,321
0
0.3144
1,673
#N/A
3,000
#N/A
#N/A
2017
5,506
0
0.3144
1,731
#N/A
3,000
#N/A
#N/A
2018
5,691
0
0.3144
1,789
#N/A
3,000
#N/A
#N/A
#N/A
2019
5,876
0
0.3144
1,848
#N/A
3,000
#N/A
2020
6,062
0
0.3144
1,906
#N/A
3,000
#N/A
#N/A
2021
6,247
0
0.3144
1,964
#N/A
3,000
#N/A
#N/A
AYR WASTEWATER TREATMENT PLANT
- 15 -
APPENDIX - B
ADJUSTED FLOW(m3/d)
3,500
3,000
M3/DAY
AY
2,500
2,000
1,500
1,000
500
0
2001
2002
2003
2004
2005
2006
2007
2008
2009
2010
2011
2012
2013
YEAR
- 16 -
2014
2015
2016
2017
2018
2019
2020
2021
WELLESLEY
APPENDIX - B
WELLESLEY WASTEWATER TREATMENT PLANT ANNUAL WASTEWATER FLOWS AND COMMITMENTS
A
B
C*
D=AxC
E
AVERAGE DAY
YEAR
POP.
F=D+E
G
H=G-F
I=H/C
PROJECTED
MEASURED
AVERAGE FLOW PER
PROJECTED
3
FLOW (m /d)
FLOW (m3/d)
COMMITMENTS (m3/d)
FLOW PLUS
SYSTEM
REMAINING
REMAINING
COMMITMENTS (m3/d)
CAPACITY (m3/d)
CAPACITY (m3/d)
CAPACITY (People)
2001
1,750
616
0.0000
#N/A
1,100
#N/A
#N/A
2002
1,840
544
0.0000
#N/A
1,100
#N/A
#N/A
2003
1,916
548
0.0000
#N/A
1,100
#N/A
#N/A
2004
2,051
609
0.0000
#N/A
1,100
#N/A
#N/A
2005
2,152
627
0.3044
655
330
985
1,100
115
378
2006
2,279
758
0.3005
685
320
1,005
1,100
95
317
2007
2,420
539
0.2859
692
280
972
1,100
128
448
2008
2,556
710
0.2843
726
270
996
1,100
104
364
2009
2,700
648
0.2729
737
212
949
1,100
151
553
2010
2,849
595
0.2564
730
134
864
1,100
236
921
2011
2,965
0
0.2564
760
#N/A
1,100
#N/A
#N/A
2012
3,081
0
0.2564
790
#N/A
1,100
#N/A
#N/A
2013
3,197
0
0.2564
820
#N/A
1,100
#N/A
#N/A
2014
3,313
0
0.2564
849
#N/A
1,100
#N/A
#N/A
2015
3,428
0
0.2564
879
#N/A
1,100
#N/A
#N/A
2016
3,544
0
0.2564
909
#N/A
1,100
#N/A
#N/A
2017
3,660
0
0.2564
938
#N/A
1,100
#N/A
#N/A
2018
3,776
0
0.2564
968
#N/A
1,100
#N/A
#N/A
#N/A
2019
3,892
0
0.2564
998
#N/A
1,100
#N/A
2020
4,008
0
0.2564
1,028
#N/A
1,100
#N/A
#N/A
2021
4,124
0
0.2564
1,057
#N/A
1,100
#N/A
#N/A
WELLESLEY WASTEWATER TREATMENT PLANT
- 19 -
APPENDIX - B
ADJUSTED FLOW(m3/d)
1,400
1,200
M3/DAY
AY
1,000
800
600
400
200
0
2001
2002
2003
2004
2005
2006
2007
2008
2009
2010
2011
2012
2013
YEAR
- 20 -
2014
2015
2016
2017
2018
2019
2020
2021
APPENDIX C
Water Charts and Data
24
INTEGRATED URBAN SYSTEM (IUS)
APPENDIX - C
WATER TABLES AND CHARTS
INTEGRATED URBAN SYSTEM (IUS) ANNUAL FLOWS AND COMMITMENTS
A
B
C
D*
E=BxD
F
G*
AVERAGE DAY
YEAR
SUMMER
WINTER
MEASURED
POP.
POP.
FLOW (m /d)
3
AVERAGE FLOW PER
3
CAPITA PER DAY (m /c/d)
H=AxG
I
PROJECTED
COMMITMENTS
3
COMMITMENTS (m /d)
MAXIMUM WEEK
PROJECTED
3
FLOW (m /d)
MEASURED
3
FLOW (m /d)
AVERAGE FLOW PER
3
3
FLOW (m /d)
(m /d)
J=H+I
K
L=K-J
M=L/G
PROJECTED MAX
SYSTEM
REMAINING
REMAINING
DAY FLOWS PLUS
CAPACITY
CAPACITY
CAPACITY
3
(m /d)
3
(People)
3
(m /d)
2001
402,890
412,500
165,011
0.0000
239,190
0.0000
#N/A
256,800
#N/A
#N/A
2002
411,550
421,890
164,641
0.0000
223,088
0.0000
#N/A
272,930
#N/A
#N/A
2003
417,355
426,805
160,087
0.0000
200,577
0.0000
#N/A
272,930
#N/A
#N/A
2004
440,659
446,068
157,900
0.0000
189,300
0.0000
#N/A
257,054
#N/A
#N/A
2005
451,768
457,224
161,225
0.3744
171,181
196,652
0.4962
224,187
29,340
253,527
257,054
3,527
7,107
2006
461,284
467,115
155,260
0.3609
168,564
185,343
0.4579
211,207
22,450
233,657
257,054
23,397
51,100
2007
469,542
474,472
157,486
0.3492
165,684
211,356
0.4395
206,354
24,460
230,814
257,000
26,186
59,584
2008
476,396
480,806
151,752
0.3373
162,177
189,560
0.4229
201,488
22,140
223,628
269,323
45,695
108,041
2009
478,997
486,779
148,673
0.3276
159,465
180,426
0.4124
197,520
19,857
217,377
269,323
51,946
125,973
2010
485,642
493,472
144,619
0.3157
155,780
182,950
0.4006
194,570
22,756
217,327
269,323
51,996
129,781
2011
493 320
493,320
501 101
501,101
0
0 3157
0.3157
158 188
158,188
0
0 4006
0.4006
197 647
197,647
#N/A
292 023
292,023
#N/A
#N/A
2012
500,998
508,731
0
0.3157
160,597
0
0.4006
200,723
#N/A
301,723
#N/A
#N/A
2013
508,676
516,360
0
0.3157
163,005
0
0.4006
203,799
#N/A
301,723
#N/A
#N/A
2014
516,354
523,990
0
0.3157
165,414
0
0.4006
206,875
#N/A
301,723
#N/A
#N/A
2015
524,032
531,619
0
0.3157
167,822
0
0.4006
209,951
#N/A
301,723
#N/A
#N/A
2016
531,710
539,249
0
0.3157
170,230
0
0.4006
213,027
#N/A
301,723
#N/A
#N/A
2017
539,388
546,878
0
0.3157
172,639
0
0.4006
216,103
#N/A
301,723
#N/A
#N/A
2018
547,066
554,508
0
0.3157
175,047
0
0.4006
219,180
#N/A
301,723
#N/A
#N/A
2019
554,744
562,137
0
0.3157
177,456
0
0.4006
222,256
#N/A
301,723
#N/A
#N/A
2020
562,422
569,767
0
0.3157
179,864
0
0.4006
225,332
#N/A
301,723
#N/A
#N/A
2021
570,100
577,396
0
0.3157
182,273
0
0.4006
228,408
#N/A
301,723
#N/A
#N/A
*See Section 2.4 for an explanation of the Average Flow Per Capita Per Day in Column 'D' and 'G'
-1-
APPENDIX - C
ANNUAL FLOWS AND COMMITMENTS
MAX DAY MEASURED FLOW (m3/d) - COLUMN 'F'"
AVG DAY MEASURED FLOW (m3/d) - COLUMN 'C'
SYSTEM CAPACITY (m3/d) - COLUMN 'K'
PROJECTED MAX DAY FLOWS PLUS COMMITMENTS (m3/d) - COLUMN 'J'
350,000
PROJECTED MAX DAY FLOW (m3/d) - COLUMN 'H'
300,000
M3/DAY
AY
250,000
200,000
150,000
100,000
50,000
0
2001
2002
2003
2004
2005
2006
2007
2008
2009
2010
2011
2012
YEAR
-2-
2013
2014
2015
2016
2017
2018
2019
2020
2021
BADEN-NEW HAMBURG
APPENDIX - C
BADEN-NEW HAMBURG WATER SUPPLY SYSTEM ANNUAL FLOWS AND COMMITMENTS
A
B
C*
D=AxC
E
F*
AVERAGE DAY
MEASURED
YEAR
POP.
3
AVERAGE FLOW PER
3
FLOW (m /d)
G=AxF
H
PROJECTED
COMMITMENTS
3
COMMITMENTS (m /d)
MAXIMUM DAY
PROJECTED
3
FLOW (m /d)
MEASURED
3
AVERAGE FLOW PER
3
FLOW (m /d)
3
FLOW (m /d)
(m /d)
I=G+H
J
K=J-I
L=K/F
PROJECTED MAX
SYSTEM
REMAINING
REMAINING
DAY FLOWS PLUS
CAPACITY
CAPACITY
CAPACITY
(m /d)
3
(m /d)
3
(People)
3
2001
7,240
2,150
0.0000
3,664
0.0000
#N/A
12,100
#N/A
#N/A
2002
7,600
2,238
0.0000
3,483
0.0000
#N/A
12,100
#N/A
#N/A
2003
8,185
2,234
0.0000
3,328
0.0000
#N/A
12,100
#N/A
#N/A
2004
8,936
2,269
0.0000
2,991
0.0000
#N/A
12,100
#N/A
#N/A
2005
9,373
2,422
0.2753
3,528
0.4164
6,133
12,100
5,967
14,329
2,581
3,903
2,230
2006
10,100
2,459
0.2646
2,673
3,351
0.3816
3,854
1,910
5,764
12,100
6,336
16,606
2007
10,616
2,623
0.2552
2,709
3,687
0.3594
3,815
1,100
4,915
12,100
7,185
19,994
2008
11,056
2,772
0.2507
2,772
4,569
0.3607
3,988
1,090
5,078
12,100
7,022
19,469
2009
11,327
2,967
0.2523
2,858
4,572
0.3745
4,242
1,072
5,314
12,100
6,786
18,121
2010
11,766
2,820
0.2486
2,925
4,052
0.3681
4,331
881
5,212
12,100
6,888
18,715
2011
12 246
12,246
0
0 2486
0.2486
3 044
3,044
0
0 3681
0.3681
4 507
4,507
#N/A
12 100
12,100
#N/A
#N/A
2012
12,726
0
0.2486
3,163
0
0.3681
4,684
#N/A
12,100
#N/A
#N/A
2013
13,205
0
0.2486
3,282
0
0.3681
4,861
#N/A
12,100
#N/A
#N/A
2014
13,685
0
0.2486
3,402
0
0.3681
5,037
#N/A
12,100
#N/A
#N/A
2015
14,165
0
0.2486
3,521
0
0.3681
5,214
#N/A
12,100
#N/A
#N/A
2016
14,644
0
0.2486
3,640
0
0.3681
5,390
#N/A
12,100
#N/A
#N/A
2017
15,124
0
0.2486
3,759
0
0.3681
5,567
#N/A
12,100
#N/A
#N/A
2018
15,604
0
0.2486
3,879
0
0.3681
5,743
#N/A
12,100
#N/A
#N/A
2019
16,084
0
0.2486
3,998
0
0.3681
5,920
#N/A
12,100
#N/A
#N/A
2020
16,563
0
0.2486
4,117
0
0.3681
6,097
#N/A
12,100
#N/A
#N/A
2021
17,043
0
0.2486
4,236
0
0.3681
6,273
#N/A
12,100
#N/A
#N/A
*See Section 2.4 for an explanation of the Average Flow Per Capita Per Day in Column 'C' and 'F'
BADEN-NEW HAMBURG WATER SUPPLY SYSTEM
-3-
APPENDIX - C
MAX DAY MEASURED FLOW (m3/d) - COLUMN 'E'"
SYSTEM CAPACITY (m3/d) - COLUMN 'J'
PROJECTED MAX DAY FLOWS PLUS COMMITMENTS (m3/d) - COLUMN 'I'
14,000
PROJECTED MAX DAY FLOW (m3/d) - COLUMN 'G'
12,000
M3/DAY
AY
10,000
8,000
6,000
4,000
2,000
0
2001
2002
2003
2004
2005
2006
2007
2008
2009
2010
2011
2012
2013
YEAR
-4-
2014
2015
2016
2017
2018
2019
2020
2021
AYR
APPENDIX - C
AYR WATER SUPPLY SYSTEM ANNUAL FLOWS AND COMMITMENTS
A
B
C*
D=AxC
E
F*
AVERAGE DAY
MEASURED
YEAR
POP.
3
AVERAGE FLOW PER
3
FLOW (m /d)
G=AxF
H
PROJECTED
COMMITMENTS
3
COMMITMENTS (m /d)
MAXIMUM DAY
PROJECTED
3
FLOW (m /d)
MEASURED
3
AVERAGE FLOW PER
3
FLOW (m /d)
3
FLOW (m /d)
(m /d)
I=G+H
J
K=J-I
L=K/F
PROJECTED MAX
SYSTEM
REMAINING
REMAINING
DAY FLOWS PLUS
CAPACITY
CAPACITY
CAPACITY
(m /d)
3
(m /d)
3
(People)
3
2001
3,870
1,459
0.0000
2,447
0.0000
#N/A
2,473
#N/A
#N/A
2002
3,960
1,124
0.0000
2,376
0.0000
#N/A
2,473
#N/A
#N/A
2003
3,940
1,097
0.0000
2,601
0.0000
#N/A
2,473
#N/A
#N/A
2004
3,939
1,138
0.0000
2,084
0.0000
#N/A
2,473
#N/A
#N/A
2005
3,967
1,144
0.3033
1,203
2,090
0.5897
2,339
130
2,469
2,473
4
6
2006
3,988
1,050
0.2806
1,119
1,871
0.5570
2,222
690
2,912
5,530
2,618
4,701
2007
4,018
1,230
0.2850
1,145
2,289
0.5510
2,214
540
2,754
5,530
2,776
5,039
2008
4,099
1,051
0.2806
1,150
1,978
0.5154
2,113
470
2,583
5,530
2,947
5,718
2009
4,207
1,165
0.2782
1,170
1,826
0.4964
2,088
848
2,937
5,530
2,593
5,224
2010
4,220
1,204
0.2776
1,171
1,861
0.4793
2,022
744
2,766
5,530
2,764
5,766
2011
4 406
4,406
0
0 2776
0.2776
1 223
1,223
0
0 4793
0.4793
2 112
2,112
#N/A
5 530
5,530
#N/A
#N/A
2012
4,593
0
0.2776
1,275
0
0.4793
2,201
#N/A
5,530
#N/A
#N/A
2013
4,779
0
0.2776
1,327
0
0.4793
2,291
#N/A
5,530
#N/A
#N/A
2014
4,966
0
0.2776
1,379
0
0.4793
2,380
#N/A
5,530
#N/A
#N/A
2015
5,153
0
0.2776
1,430
0
0.4793
2,470
#N/A
5,530
#N/A
#N/A
2016
5,339
0
0.2776
1,482
0
0.4793
2,559
#N/A
5,530
#N/A
#N/A
2017
5,526
0
0.2776
1,534
0
0.4793
2,648
#N/A
5,530
#N/A
#N/A
2018
5,712
0
0.2776
1,586
0
0.4793
2,738
#N/A
5,530
#N/A
#N/A
2019
5,899
0
0.2776
1,638
0
0.4793
2,827
#N/A
5,530
#N/A
#N/A
2020
6,085
0
0.2776
1,689
0
0.4793
2,917
#N/A
5,530
#N/A
#N/A
2021
6,272
0
0.2776
1,741
0
0.4793
3,006
#N/A
5,530
#N/A
#N/A
AYR WATER SUPPLY SYSTEM
-5-
APPENDIX - C
6,000
5,000
M3/DAY
Y
4,000
3,000
2,000
1,000
0
2001
2002
2003
2004
2005
2006
2007
2008
2009
2010
2011
2012
YEAR
-6-
2013
2014
2015
2016
2017
2018
2019
2020
2021
WELLESLEY
APPENDIX - C
WELLESLEY WATER SUPPLY SYSTEM ANNUAL FLOWS AND COMMITMENTS
A
B
C*
D=AxC
E
F*
AVERAGE DAY
MEASURED
YEAR
POP.
3
AVERAGE FLOW PER
3
FLOW (m /d)
G=AxF
H
PROJECTED
COMMITMENTS
3
COMMITMENTS (m /d)
MAXIMUM DAY
PROJECTED
3
FLOW (m /d)
MEASURED
3
AVERAGE FLOW PER
3
FLOW (m /d)
3
FLOW (m /d)
(m /d)
I=G+H
J
K=J-I
L=K/F
PROJECTED MAX
SYSTEM
REMAINING
REMAINING
DAY FLOWS PLUS
CAPACITY
CAPACITY
CAPACITY
(m /d)
3
(m /d)
3
(People)
3
2001
1,750
415
0.0000
925
0.0000
#N/A
1,503
#N/A
#N/A
2002
1,840
405
0.0000
675
0.0000
#N/A
1,503
#N/A
#N/A
2003
1,916
405
0.0000
890
0.0000
#N/A
1,503
#N/A
#N/A
2004
2,051
410
0.0000
818
0.0000
#N/A
1,503
#N/A
#N/A
2005
2,152
446
0.2152
463
658
0.4129
888
530
1,418
1,503
85
205
2006
2,279
503
0.2119
483
726
0.3709
845
550
1,395
1,503
108
290
2007
2,420
495
0.2087
505
845
0.3674
889
320
1,209
3,000
1,791
4,875
2008
2,536
513
0.2069
525
768
0.3350
850
280
1,130
3,000
1,870
5,583
2009
2,681
525
0.2061
552
781
0.3135
841
244
1,084
3,000
1,916
6,110
2010
2,829
630
0.2092
592
1,054
0.3269
925
170
1,095
3,000
1,905
5,828
2011
2 943
2,943
0
0 2092
0.2092
616
0
0 3269
0.3269
962
#N/A
3 000
3,000
#N/A
#N/A
2012
3,057
0
0.2092
639
0
0.3269
999
#N/A
3,000
#N/A
#N/A
2013
3,171
0
0.2092
663
0
0.3269
1,037
#N/A
3,000
#N/A
#N/A
2014
3,286
0
0.2092
687
0
0.3269
1,074
#N/A
3,000
#N/A
#N/A
2015
3,400
0
0.2092
711
0
0.3269
1,111
#N/A
3,000
#N/A
#N/A
2016
3,514
0
0.2092
735
0
0.3269
1,149
#N/A
3,000
#N/A
#N/A
2017
3,628
0
0.2092
759
0
0.3269
1,186
#N/A
3,000
#N/A
#N/A
2018
3,742
0
0.2092
783
0
0.3269
1,223
#N/A
3,000
#N/A
#N/A
2019
3,857
0
0.2092
807
0
0.3269
1,261
#N/A
3,000
#N/A
#N/A
2020
3,971
0
0.2092
831
0
0.3269
1,298
#N/A
3,000
#N/A
#N/A
2021
4,085
0
0.2092
854
0
0.3269
1,335
#N/A
3,000
#N/A
#N/A
WELLESLEY WATER SUPPLY SYSTEM
-7-
APPENDIX - C
3,500
3,000
M3/DAY
AY
2,500
2,000
1,500
1,000
500
0
2001
2002
2003
2004
2005
2006
2007
2008
2009
2010
2011
2012
2013
YEAR
-8-
2014
2015
2016
2017
2018
2019
2020
2021
ST CLEMENTS
APPENDIX - C
ST CLEMENTS WATER SUPPLY SYSTEM ANNUAL FLOWS AND COMMITMENTS
A
B
C*
D=AxC
E
F*
AVERAGE DAY
MEASURED
YEAR
POP.
3
AVERAGE FLOW PER
3
FLOW (m /d)
G=AxF
H
PROJECTED
COMMITMENTS
3
COMMITMENTS (m /d)
MAXIMUM DAY
PROJECTED
3
FLOW (m /d)
MEASURED
3
AVERAGE FLOW PER
3
FLOW (m /d)
3
FLOW (m /d)
(m /d)
I=G+H
J
K=J-I
L=K/F
PROJECTED MAX
SYSTEM
REMAINING
REMAINING
DAY FLOWS PLUS
CAPACITY
CAPACITY
CAPACITY
(m /d)
3
(m /d)
3
(People)
3
2001
1,400
282
0.0000
647
0.0000
#N/A
1,770
#N/A
#N/A
2002
1,410
272
0.0000
780
0.0000
#N/A
1,770
#N/A
#N/A
2003
1,378
260
0.0000
489
0.0000
#N/A
1,770
#N/A
#N/A
2004
1,404
255
0.0000
641
0.0000
#N/A
1,770
#N/A
#N/A
2005
1,411
262
0.1901
465
0.4313
629
1,770
1,141
2,646
268
609
20
2006
1,411
255
0.1859
262
492
0.4086
577
30
607
1,770
1,163
2,847
2007
1,411
269
0.1854
262
545
0.3752
529
20
549
1,770
1,221
3,253
2008
1,415
241
0.1818
257
441
0.3665
519
20
539
1,770
1,231
3,360
2009
1,442
248
0.1799
259
374
0.3271
472
15
487
1,770
1,283
3,923
2010
1,350
269
0.1826
246
485
0.3331
450
12
462
1,770
1,308
3,928
2011
1 366
1,366
0
0 1826
0.1826
249
0
0 3331
0.3331
455
#N/A
1 770
1,770
#N/A
#N/A
2012
1,382
0
0.1826
252
0
0.3331
460
#N/A
1,770
#N/A
#N/A
2013
1,398
0
0.1826
255
0
0.3331
466
#N/A
1,770
#N/A
#N/A
2014
1,414
0
0.1826
258
0
0.3331
471
#N/A
1,770
#N/A
#N/A
2015
1,430
0
0.1826
261
0
0.3331
476
#N/A
1,770
#N/A
#N/A
2016
1,446
0
0.1826
264
0
0.3331
482
#N/A
1,770
#N/A
#N/A
2017
1,463
0
0.1826
267
0
0.3331
487
#N/A
1,770
#N/A
#N/A
2018
1,479
0
0.1826
270
0
0.3331
492
#N/A
1,770
#N/A
#N/A
2019
1,495
0
0.1826
273
0
0.3331
498
#N/A
1,770
#N/A
#N/A
2020
1,511
0
0.1826
276
0
0.3331
503
#N/A
1,770
#N/A
#N/A
2021
1,527
0
0.1826
279
0
0.3331
509
#N/A
1,770
#N/A
#N/A
ST CLEMENTS WATER SUPPLY SYSTEM
-9-
APPENDIX - C
2,000
1,800
1,600
1,400
M3/DAY
AY
1,200
1,000
800
600
400
200
0
2001
2002
2003
2004
2005
2006
2007
2008
2009
2010
2011
2012
2013
YEAR
- 10 -
2014
2015
2016
2017
2018
2019
2020
2021
WOOLWICH
APPENDIX - C
CONESTOGA GOLF COURSE WATER SUPPLY SYSTEM ANNUAL FLOWS
A
B
C
D=AxC
E
F=E/A
AVERAGE DAY
G=AxF
MAXIMUM WEEK
H
I=H-G
J=I/F
SYSTEM
REMAINING
REMAINING
MEASURED
AVERAGE FLOW PER
PROJECTED
MEASURED
AVERAGE FLOW PER
PROJECTED
CAPACITY
CAPACITY
CAPACITY
YEAR
POP.
3
FLOW (m /d)
FLOW (m 3/d)
FLOW (m 3/d)
FLOW (m 3/d)
(m3/d)
(m3/d)
(People)
2005
339
130
0.0000
0
393
0.0000
601
2006
421
142
0.4497
189
398
1.2845
541
601
60
47
2007
457
172
0.4289
196
533
1.1806
540
601
61
52
2008
484
266
0.4201
203
585
1.1273
546
601
55
49
2009
491
223
0.4202
206
469
1.0870
534
601
67
62
2010
517
180
0.4131
214
488
1.0437
540
601
61
58
F=E/A
G=AxF
CONESTOGA PLAINS WATER SUPPLY SYSTEM ANNUAL FLOWS
A
B
C
D=AxC
E
AVERAGE DAY
MAXIMUM WEEK
H
I=H-G
J=I/F
SYSTEM
REMAINING
REMAINING
MEASURED
AVERAGE FLOW PER
PROJECTED
MEASURED
AVERAGE FLOW PER
PROJECTED
CAPACITY
CAPACITY
CAPACITY
YEAR
POP.
3
FLOW (m /d)
PER DAY (m3/c/d)
FLOW (m 3/d)
FLOW (m 3/d)
PER DAY (m3/c/d)
FLOW (m 3/d)
(m3/d)
(m3/d)
(People)
2005
378
93
0.0000
0
219
0.0000
786
2006
378
86
0.2842
107
201
0.8406
318
786
468
557
2007
380
93
0.2614
99
220
0.6652
253
786
533
802
2008
380
78
0.2339
89
182
0.5306
202
786
584
1,101
2009
388
77
0.2244
87
179
0.5261
204
786
582
1,106
2010
373
82
0.2192
82
206
0.5207
194
786
592
1,137
D=AxC
E
F=E/A
G=AxF
MARY HILL WATER SUPPLY SYSTEM ANNUAL FLOWS
A
B
C
AVERAGE DAY
MAXIMUM WEEK
H
I=H-G
J=I/F
SYSTEM
REMAINING
REMAINING
MEASURED
AVERAGE FLOW PER
PROJECTED
MEASURED
AVERAGE FLOW PER
PROJECTED
CAPACITY
CAPACITY
CAPACITY
YEAR
POP.
3
FLOW (m /d)
PER DAY (m3/c/d)
FLOW (m 3/d)
FLOW (m 3/d)
PER DAY (m3/c/d)
FLOW (m 3/d)
(m3/d)
(m3/d)
(People)
2005
168
74
0.0000
0
108
0.0000
157
2006
168
70
0.3198
54
101
0.6169
104
157
53
86
2007
168
60
0.3463
58
99
0.5973
100
157
57
95
2008
168
71
0.3845
65
120
0.6476
109
157
48
74
2009
166
74
0.4165
69
154
0.6951
115
157
42
60
2010
160
82
0.4312
69
122
0.7194
115
157
42
59
WOOLWICH WATER SUPPLY SYSTEMS
- 11 -
APPENDIX - C
MARY HILL VILLAGE HEIGHTS WATER SUPPLY SYSTEM ANNUAL FLOWS
A
B
C
D=AxC
E
F=E/A
G=AxF
MAXIMUM WEEK
AVERAGE DAY
H
I=H-G
J=I/F
SYSTEM
REMAINING
REMAINING
MEASURED
AVERAGE FLOW PER
PROJECTED
MEASURED
AVERAGE FLOW PER
PROJECTED
CAPACITY
CAPACITY
CAPACITY
YEAR
POP.
3
FLOW (m /d)
PER DAY (m3/c/d)
FLOW (m 3/d)
FLOW (m 3/d)
PER DAY (m3/c/d)
FLOW (m 3/d)
(m3/d)
(m3/d)
(People)
2005
130
34
0.0000
0
98
0.0000
820
2006
133
32
0.2617
35
77
0.8875
118
820
702
791
2007
146
47
0.2652
39
164
0.8082
118
820
702
869
2008
155
31
0.2540
39
89
0.7614
118
820
702
922
2009
153
33
0.2479
38
116
0.7577
116
820
704
929
2010
147
31
0.2379
35
87
0.7254
107
820
713
984
F=E/A
G=AxF
WEST MONTROSE WATER SUPPLY SYSTEM ANNUAL FLOWS
A
B
C
D=AxC
E
AVERAGE DAY
MAXIMUM WEEK
H
I=H-G
J=I/F
SYSTEM
REMAINING
REMAINING
MEASURED
AVERAGE FLOW PER
PROJECTED
MEASURED
AVERAGE FLOW PER
PROJECTED
CAPACITY
CAPACITY
CAPACITY
YEAR
POP.
3
FLOW (m /d)
PER DAY (m3/c/d)
FLOW (m 3/d)
FLOW (m 3/d)
PER DAY (m3/c/d)
FLOW (m 3/d)
(m3/d)
(m3/d)
(People)
2005
193
78
0.0000
0
171
0.0000
238
2006
193
70
0.3779
73
160
0.9423
182
238
56
60
2007
193
85
0.3921
76
188
0.9056
175
238
63
70
2008
193
76
0.3959
76
138
0.8508
164
238
74
87
2009
184
79
0.4061
75
163
0.8580
158
238
80
93
2010
177
83
0.4189
74
166
0.8682
154
238
84
97
WOOLWICH WATER SUPPLY SYSTEMS
- 12 -
WELLESLEY
APPENDIX - C
HEIDELBERG WATER SUPPLY SYSTEM ANNUAL FLOWS
A
B
C
D=AxC
E
F=E/A
AVERAGE DAY
G=AxF
MAXIMUM WEEK
H
I=H-G
J=I/F
SYSTEM
REMAINING
REMAINING
MEASURED
AVERAGE FLOW PER
PROJECTED
MEASURED
AVERAGE FLOW PER
PROJECTED
CAPACITY
CAPACITY
CAPACITY
YEAR
POP.
3
FLOW (m /d)
FLOW (m 3/d)
FLOW (m 3/d)
FLOW (m 3/d)
(m3/d)
(m3/d)
(People)
2005
1,080
286
0.0000
0
489
0.0000
829
2006
1,091
324
0.2679
292
534
0.4947
540
829
289
585
2007
1,096
323
0.2731
299
629
0.4793
525
829
304
633
2008
1,102
304
0.2743
302
603
0.4879
538
829
291
597
2009
1,094
269
0.2756
302
415
0.4885
534
829
295
603
2010
1,009
153
0.2530
255
269
0.4513
455
829
374
828
D=AxC
E
F=E/A
G=AxF
LINWOOD WATER SUPPLY SYSTEM ANNUAL FLOWS
A
B
C
AVERAGE DAY
MAXIMUM WEEK
H
I=H-G
J=I/F
SYSTEM
REMAINING
REMAINING
MEASURED
AVERAGE FLOW PER
PROJECTED
MEASURED
AVERAGE FLOW PER
PROJECTED
CAPACITY
CAPACITY
CAPACITY
YEAR
POP.
3
FLOW (m /d)
PER DAY (m3/c/d)
FLOW (m 3/d)
FLOW (m 3/d)
PER DAY (m3/c/d)
FLOW (m 3/d)
(m3/d)
(m3/d)
(People)
2005
802
181
0.0000
0
283
0.0000
605
2006
802
180
0.2118
170
351
0.3663
294
605
311
849
2007
805
185
0.2128
171
405
0.3893
313
605
292
749
2008
814
171
0.2226
181
325
0.3989
325
605
280
703
2009
825
172
0.2197
181
336
0.4200
347
605
258
615
2010
847
162
0.2128
180
247
0.4078
345
605
260
637
WELLESLEY WATER SUPPLY SYSTEMS
- 13 -
WILMOT
APPENDIX - C
FOXBORO WATER SUPPLY SYSTEM ANNUAL FLOWS
A
B
C
D=AxC
E
F=E/A
AVERAGE DAY
G=AxF
MAXIMUM WEEK
H
I=H-G
J=I/F
SYSTEM
REMAINING
REMAINING
MEASURED
AVERAGE FLOW PER
PROJECTED
MEASURED
AVERAGE FLOW PER
PROJECTED
CAPACITY
CAPACITY
CAPACITY
YEAR
POP.
3
FLOW (m /d)
FLOW (m 3/d)
FLOW (m 3/d)
FLOW (m 3/d)
(m3/d)
(m3/d)
(People)
2005
400
106
0.0000
0
152
0.0000
527
2006
400
101
0.2693
108
151
0.3752
150
527
377
1,005
2007
400
100
0.2724
109
149
0.3669
147
527
380
1,036
2008
400
102
0.2625
105
156
0.3730
149
527
378
1,013
2009
401
99
0.2539
102
137
0.3723
149
527
378
1,014
2010
401
95
0.2482
100
134
0.3631
146
527
381
1,050
D=AxC
E
F=E/A
G=AxF
NEW DUNDEE WATER SUPPLY SYSTEM ANNUAL FLOWS
A
B
C
AVERAGE DAY
MAXIMUM WEEK
H
I=H-G
J=I/F
SYSTEM
REMAINING
REMAINING
MEASURED
AVERAGE FLOW PER
PROJECTED
MEASURED
AVERAGE FLOW PER
PROJECTED
CAPACITY
CAPACITY
CAPACITY
YEAR
POP.
3
FLOW (m /d)
PER DAY (m3/c/d)
FLOW (m 3/d)
FLOW (m 3/d)
PER DAY (m3/c/d)
FLOW (m 3/d)
(m3/d)
(m3/d)
(People)
2005
1,118
304
0.0000
0
611
0.0000
983
2006
1,127
247
0.2775
313
438
0.5378
606
983
377
701
2007
1,136
256
0.2591
294
476
0.4862
552
983
431
886
2008
1,136
222
0.2375
270
389
0.4283
487
983
496
1,159
2009
1,137
217
0.2205
251
362
0.4030
458
983
525
1,302
2010
1,138
214
0.2038
232
465
0.3754
427
983
556
1,481
F=E/A
G=AxF
ST AGATHA SA3/SA4 WATER SUPPLY SYSTEM ANNUAL FLOWS
A
B
C
D=AxC
E
AVERAGE DAY
MAXIMUM WEEK
H
I=H-G
J=I/F
SYSTEM
REMAINING
REMAINING
MEASURED
AVERAGE FLOW PER
PROJECTED
MEASURED
AVERAGE FLOW PER
PROJECTED
CAPACITY
CAPACITY
CAPACITY
YEAR
POP.
3
FLOW (m /d)
PER DAY (m3/c/d)
FLOW (m 3/d)
FLOW (m 3/d)
PER DAY (m3/c/d)
FLOW (m 3/d)
(m3/d)
(m3/d)
(People)
2005
83
21
0.0000
0
74
0.0000
518
2006
83
20
0.2545
21
80
1.0347
86
518
432
418
2007
83
19
0.2403
20
104
1.0153
84
518
434
427
2008
83
20
0.2410
20
58
0.9325
77
518
441
472
2009
83
20
0.2410
20
53
0.8892
74
518
444
500
2010
76
19
0.2406
18
61
0.8720
66
518
452
518
WILMOT WATER SUPPLY SYSTEMS
- 14 -
NORTH DUMFRIES
APPENDIX - C
ROSEVILLE WATER SUPPLY SYSTEM ANNUAL FLOWS
A
B
C
D=AxC
E
F=E/A
AVERAGE DAY
G=AxF
MAXIMUM WEEK
H
I=H-G
J=I/F
SYSTEM
REMAINING
REMAINING
MEASURED
AVERAGE FLOW PER
PROJECTED
MEASURED
AVERAGE FLOW PER
PROJECTED
CAPACITY
CAPACITY
CAPACITY
YEAR
POP.
3
FLOW (m /d)
FLOW (m 3/d)
FLOW (m 3/d)
FLOW (m 3/d)
(m3/d)
(m3/d)
(People)
2005
292
92
0.0000
0
231
0.0000
358
2006
292
89
0.3279
96
215
0.8757
256
358
102
117
2007
292
98
0.3146
92
239
0.7954
232
358
126
158
2008
294
78
0.3065
90
149
0.7288
214
358
144
197
2009
301
81
0.2980
90
176
0.6875
207
358
151
220
2010
290
81
0.2909
84
210
0.6742
195
358
163
241
D=AxC
E
F=E/A
G=AxF
BRANCHTON WATER SUPPLY SYSTEM ANNUAL FLOWS
A
B
C
AVERAGE DAY
MAXIMUM WEEK
H
I=H-G
J=I/F
SYSTEM
REMAINING
REMAINING
MEASURED
AVERAGE FLOW PER
PROJECTED
MEASURED
AVERAGE FLOW PER
PROJECTED
CAPACITY
CAPACITY
CAPACITY
YEAR
POP.
3
FLOW (m /d)
PER DAY (m3/c/d)
FLOW (m 3/d)
FLOW (m 3/d)
PER DAY (m3/c/d)
FLOW (m 3/d)
(m3/d)
(m3/d)
(People)
2005
122
39
0.0000
0
108
0.0000
130
2006
122
35
0.2864
35
96
0.8014
98
130
32
40
2007
122
40
0.2990
36
144
0.8838
108
130
22
25
2008
122
36
0.3016
37
92
0.8705
106
130
24
27
2009
125
45
0.3179
40
149
0.9597
120
130
10
10
2010
121
36
0.3137
38
100
0.9486
114
130
16
16
NORTH DUMFRIES WATER SUPPLY SYSTEMS
- 15 -
APPENDIX D
Population and Development Data
25
APPENDIX - D
POPULATION AND DEVELOPMENT DATA
TABLE D-1
TABLE D-2
2010 YEAR-END POPULATION BY SERVICE AREA
2010 YEAR-END COMMITTED POPULATION BY SERVICE AREA
(Year-end total, including temporary university and college students)
Wastewater
Service Area
Galt S.A
Preston S.A
Hespeler S.A
Kitchener S.A
Waterloo S.A
Ayr S.A
Baden/New Hamburg S.A
Wellesley S.A
St. Jacobs S.A
Elmira S.A
Water
Service Area
Integrated Urban System
Baden/New Hamburg S.A
Ayr S.A
Wellesley S.A
St. Clements S.A
2006
2007
2008
2009
2010
2021
80,509
20,357
21,972
210,854
119,406
3,989
9,804
2,279
1,665
8,974
82,083
20,559
22,117
215,247
120,265
4,018
10,319
2,420
1,769
9,274
82,335
20,646
22,166
219,596
121,413
4,088
10,742
2,556
1,811
9,647
83,071
20,682
23,163
221,223
124,006
4,195
11,016
2,700
1,783
9,652
82,321
20,257
24,333
226,106
126,029
4,209
11,467
2,849
1,735
9,544
101,669
23,309
26,433
268,804
145,829
6,247
16,709
4,124
2,346
11,531
2006
2007
2008
2009
2010
2021
467,115
10,100
3,988
2,279
1,411
474,472
10,616
4,018
2,420
1,411
480,806
11,056
4,099
2,536
1,415
486,779
11,327
4,207
2,681
1,442
493,472
11,766
4,220
2,829
1,350
577,396
17,043
6,272
4,085
1,527
2010 MID-YEAR POPULATION BY WATER SERVICE AREA
Water
Integrated Urban System
Service Area
Galt S.A.
Preston S.A.
Hespeler S.A.
Kitchener S.A.
Waterloo S.A.
Ayr S.A.
Baden/New Hamburg S.A.
Wellesley S.A.
St. Jacobs S.A.
Elmira S.A.
Water
Service Area
Integrated Urban System S.A.
Baden/New Hamburg S.A.
Ayr S.A.
Wellesley S.A.
St. Clements S.A.
2006
2007
2008
2009
2010
2021
461,284
469,542
476,396
478,997
485,642
570,100
Total Population
Foxboro
Heidelberg
Conestogo Golf Course
2006
2007
2008
2009
2010
2009 PPU
400
277
178
400
277
210
400
277
237
401
273
248
401
254
269
1.9188
3.0383
3.2474
2010
2009 PPU
2010 YEAR-END POPULATION - SMALL WATER SYSTEMS
Total Population
Service Area
Heidelberg
Village Heights
Maryhill
Linwood
West Montrose
Branchton Meadows
Conestoga Plains
Conestoga Golf Course
Roseville
New Dundee
St. Agatha Strauss Court
St. Agatha Seniors Complex
Foxboro
2006
1,091
133
168
802
193
122
378
421
292
1,127
45
38
400
2007
1,096
146
168
805
193
122
380
457
292
1,136
45
38
400
2008
1,102
155
168
814
193
122
380
484
294
1,136
45
38
400
2009
1,094
153
166
825
184
125
388
491
301
1,137
45
38
401
944
67
20
9,097
4,982
327
1,567
294
0
116
Population in
Unbuilt
Registered Plans
15,232
1,567
327
294
27
Population in
Building Permit
Issued but not yet
Occupied
1,156
168
325
2,328
3,063
47
294
73
0
30
Population in
Building Permit
Issued but not yet
Occupied
7,205
294
47
73
10
Population in Draft
Approved Plans of
Subdivision *
TOTAL
3,556
0
286
21,033
9,412
1,178
532
154
0
0
Population in Draft
Approved Plans of
Subdivision *
34,595
532
1,178
154
0
5,655
235
631
32,458
17,457
1,552
2,393
521
0
146
TOTAL
57,031
2,393
1,552
521
37
Totals from Table D-2 may differ from the detailed sheets for each service area because the detailed sheets are rounded
to the nearest person. Table D-2 totals are considered the most accurate and are therefore used for calculating
committed flow.
2010 YEAR-END POPULATION - SMALL WASTEWATER SYSTEMS
Service Area
Population in
Unbuilt
Registered Plans
* In the Hespeler service area this includes the American Standard development (229 people) which
has received City of Cambridge council approval
(Mid-Year total, including temporary spring term university and college students)
Service Area
Wastewater
1,009
147
160
847
177
121
373
517
290
1,138
42
34
401
3.0271
3.1805
3.3869
3.2700
3.2321
3.0304
3.3662
3.2765
3.1016
2.9329
3.5591
1.9146
1.9188
APPENDIX - D
POPULATION AND DEVELOPMENT DATA
RD
ER
IN G
BE A
R
ER
CH
B
ER
N
KI
N
LE
L
AL
-H
IL
SV
Registered Unbuilt Plan
W
58M-486
G
ST
S
RIA
TO
VIC
N
A
30T-88042
E
NE
D
1268N
S
LE
VD
BL
G
HI
FIS
ER
CH
S
A
HL
ND
RD
ST
O
E
T
WA S
58M-364
58M-398
58M-479
S
DR
58M-247
58M-301
58M-388
58M-288
58M-417
58M-344
58M-471
58M-472
1411N
58M-167
58M-463
58M-464
58M-427
58M-428
58M-426
58M-473
58M-400
58M-460
58M-290
58M-346
58M-375
58M-347
58M-461
58M-185
R
R
D
58M-339
30T-87033
58M-338
30T-10201
30T-04204
30T-06203
58M-505
58M-487
58M-135
58M-503
58M-488
30T-96004
HW
30T-07203
58M-226
58M-421
30T-07202
58M-359
SH
A
30T-94009
1650N
RD
ME N T
30T-98201
30T-06201
30T-92009
58M-504
58M-502
58M-348
L
MA P
E GR
OV E
RD
58M-86
58M-89
58M-422
30T-01201
30T-07205
1692N
LE
S ET T
DICK IE
ST
LE
SS
N
U
TR
EE
QU
58M-374
ST
E
58M-328
58M-410
58M-497
58M-393
58M-454
58M-327
30T-86036
D
ST N
E
AM
1819
R
TH
WVLCP-483
30T-86035
30T-93007
SU
58M-392
58M-190
ST
E
S
KO
58M-331
58M-394
1647N
G
1349N
30T-96005
58M-451
58M-370
58M-369
58M-508
58M-49
E
58M-371
TA IN
OTTA
58M-372
58M-368
KIN
G
1758
/8
N
58M-367
N
FOU
D
30T-05201
Produc ed by:
Planning, Housing and Community Serv ices
Planning Information & Res earch
150 Frederick St, 8th Floor
Kitchener, ON N2G 4J3
© Regional Municipality of Waterloo, 2011
ST
WA
TTA
30CDM-03204
RD
E
58M-342
D
MS R
BL E A
ST
KIN
30T-94001
Y7
HW
58M-366
58M-304
W
58M-442
DE
R'S R
58M-365
ER
LE
S
58M-501
1829
N
MA
30T-02205
30T-97008
30T-91005
L
AL
-H
58M-403
E
SN Y D
58M-456
TN
WE
B
58M-474
GE
BR ID
1526N
RD
IR
ER B
58M-356
ST E
1649N
CH
AR
'S R D
OM
E
ST
N
MA
RD
Kitchener Wastewater Service Area
TW
BS
ER
O
BL
58M-423
DN
ER
30T-02206
B
ER
RD
ST
L
DA
ING
58M-510
30T-05701
RD
FIS
Draft Approved Plan
OU
NT
E
RD
N
TIO
TA
ZS
NT
Municipal Road
TM
ID
G
N
W
ES
W
VE
E B
R
ST
Regional Road
A
ITY
RS
IV E
N
U
VE
ER
Highway
A
TY
B
WE
LEGEND
IV
UN
SI
ER
EB YC RE ST
A
SH
N
KIN G ST
Plans of Subdivision in the
Y
E
EA GL
NT
Z
1
40
HI
L
LR
D
KI
N
N TA
FOU
IN S
ST N
TS
BL AIR R
[
0 0.45 0.9
Kilometers
D
1.8
G
ST
O
BIS H
E
PS
APPENDIX - D
COMMITMENTS AND POPULATION PROJECTIONS
Registered Unbuilt Units
Plan
1268N
30T
30T-19207
1349N
Semi
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
Multi
Multi Population
Unspecified Units
Unspecified
Population
23/Jan/1969
0
0
0
0
25
62
0
0
0
0
0
0
22/Dec/1972
0
0
0
0
0
0
55
101
0
0
0
Date Registered
Single Single Population
0
1411N
30T-22420
27/May/1976
1
3
0
0
0
0
0
0
0
0
0
0
1526N
30T-79027
03/Mar/1982
2
7
0
0
0
0
0
0
0
0
0
0
1647N
30T-80022
26/Feb/1987
0
0
0
0
0
0
498
911
0
0
0
0
1650N
30T-82002
02/Mar/1987
2
7
0
0
0
0
0
0
0
0
0
0
1649N
30T-85014
7
0
0
0
0
0
0
0
0
2
30T-86025
18/Apr/1989
2
7
0
0
3
7
0
0
0
0
0
0
30T-89018
29/Oct/1992
0
0
0
0
22
55
0
0
0
0
0
0
0
18
45
1819
30T-88054
15/Sep/1995
0
0
0
02/Mar/1987
1692N
1758
0
0
1829
30T-89021
12/Dec/1995
7
23
0
0
0
0
0
0
0
0
0
0
58M-49
30T-89011
12/Dec/1997
2
7
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
58M-89
30T-94009
19/Oct/1998
2
7
0
0
0
0
0
0
0
0
0
0
58M-86
30T-94009
19/Oct/1998
0
0
0
0
58
144
0
0
0
0
0
0
58M-135
30T-87033
16/Dec/1999
5
17
0
0
0
0
0
0
0
0
0
58M-167
30T-94009
06/Nov/2000
1
3
0
0
0
0
0
0
0
0
0
0
58M-185
30T-87033
22/Jun/2001
2
7
0
0
0
0
0
0
0
0
0
0
58M-190
0
0
0
36
89
0
0
0
0
30T-89017
11/Jul/2001
0
0
0
0
58M-226
30T-95018
21/Mar/2002
0
0
0
0
0
0
0
0
0
0
145
454
58M-247
30T-96005
11/Oct/2002
0
0
0
0
18
45
0
0
0
0
0
0
58M-288
30T-96005
22/Aug/2003
0
0
0
0
0
0
0
0
0
0
64
200
58M-290
30T-88007
11/Sep/2003
0
0
0
0
6
15
0
0
0
0
0
0
58M-301
30T-96005
11/Dec/2003
0
0
0
0
12
30
0
0
0
0
0
0
58M-304
30T-88028
18/Dec/2003
0
0
0
0
0
0
50
92
0
0
0
0
30T-86035
13/Sep/2004
1
3
0
0
58M-328
30T-86035
13/Sep/2004
13
43
0
0
8
20
0
0
0
0
0
0
58M-331
58M-327
30T-97015
07/Oct/2004
2
7
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
58M-339
30T-01201
21/Dec/2004
15
50
0
0
0
0
0
0
0
0
0
0
58M-338
30T-01201
21/Dec/2004
24
80
0
0
0
0
0
0
0
0
0
0
58M-342
7
0
0
0
0
0
0
03/Feb/2005
0
0
0
30T-97025
18/Feb/2005
0
0
0
0
13
32
0
0
0
0
0
0
30T-98201
24/Mar/2005
12
40
0
0
0
0
0
0
0
0
0
0
58M 348
58M-348
2
0
30T-96001
58M-344
58M-346
30T-98201
30T 98201
24/Mar/2005
24/M /2005
21
70
58M-347
30T-98201
24/Mar/2005
13
43
0
0
4
10
0
0
0
0
0
0
58M-356
30T-98701
10/Jun/2005
0
0
0
0
0
0
9
0
22
0
0
0
0
0
0
0
0
0
0
0
0
0
58M-359
30T-95018
14/Jul/2005
1
3
0
0
0
0
0
0
0
0
0
0
58M-372
30T-97013
07/Oct/2005
0
0
0
0
0
0
0
0
0
0
46
144
46
144
0
0
58M-369
30T-97013
07/Oct/2005
0
0
0
0
0
0
0
0
0
0
23
72
58M-370
58M-368
30T-97013
07/Oct/2005
0
0
0
0
0
0
0
0
0
0
113
354
58M-371
30T-97012
0
0
0
0
0
0
07/Oct/2005
0
0
0
0
0
30T-97012
07/Oct/2005
11
37
0
0
16
40
0
0
0
0
0
0
30T-97012
07/Oct/2005
0
0
0
0
0
0
0
0
0
0
41
128
0
60
188
0
0
0
0
0
0
17
53
07/Oct/2005
9
30T-97012
07/Oct/2005
16
53
0
0
0
0
0
0
0
0
0
30T-01201
17/Oct/2005
3
10
0
0
0
0
0
0
0
0
0
0
58M-375
30T-01201
17/Oct/2005
8
27
0
0
0
0
0
0
0
0
0
0
58M-388
30T-00204
24/Feb/2006
0
0
0
15
37
0
0
0
58M-364
0
0
0
58M-374
0
30
0
0
58M-367
30T-97012
0
0
58M-366
58M-365
30T-97013
07/Oct/2005
0
0
0
0
0
58M-392
30T-00201
18/Apr/2006
17
57
0
0
0
0
0
0
0
0
0
0
58M-393
30T-00201
18/Apr/2006
82
274
0
0
0
0
0
0
3
6
0
0
58M-394
30T-97014
20/Apr/2006
4
13
4
13
5
12
0
0
0
0
0
0
58M-398
30T-97015
05/May/2006
3
10
0
0
0
0
0
0
0
0
0
0
12
40
30T-95016
10/May/2006
0
0
0
58M-403
30T-02205
15/Jun/2006
0
0
0
0
0
0
0
0
339
732
0
0
58M-410
58M-400
30T-96005
20/Jul/2006
0
0
0
0
0
0
12
30
0
0
0
0
0
0
58M-417
30T-01207
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
28/Aug/2006
3
10
58M-422
30T-04201
16/Nov/2006
36
120
0
0
0
0
0
0
0
0
0
0
58M-421
30T-04203
16/Nov/2006
1
3
0
0
0
0
0
0
0
0
0
0
58M-423
30T-98701
28/Nov/2006
2
7
0
0
0
0
0
0
0
0
0
0
58M-427
30T-01201
20/Dec/2006
2
7
0
0
0
0
0
0
0
0
0
0
7
23
58M-426
30T-01201
20/Dec/2006
0
0
0
0
0
0
0
0
0
0
58M-428
30T-04205
20/Dec/2006
1
3
0
0
0
0
0
0
0
0
0
0
58M-442
30T-04207
12/Sep/2007
2
7
0
0
0
0
0
0
0
0
0
0
11/Jan/2008
21
70
58M-454
30T-03201
18/Apr/2008
7
23
0
0
0
0
0
0
0
0
0
0
58M-456
30T-97008
02/May/2008
1
3
0
0
0
0
0
0
0
0
0
0
58M-460
30T-03202
02/Jul/2008
0
0
0
0
12
30
0
0
0
0
0
0
58M-451
30T-05201
0
0
0
0
KITCHENER WASTEWATER SERVICE AREA
0
0
0
0
0
0
APPENDIX - D
Registered Unbuilt Units - Continued
Semi
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
Multi
Multi Population
Unspecified Units
58M-461
30T-88007
31/Jul/2008
0
0
0
0
0
0
0
0
15
32
0
0
58M-463
30T-96004
15/Aug/2008
21
70
0
0
0
0
0
0
0
0
0
0
30T-96004
15/Aug/2008
Plan
58M-464
Date Registered
30T
10
33
0
0
0
0
0
0
0
0
0
Unspecified
Population
0
58M-472
30T-01201
12/Dec/2008
51
170
0
0
0
0
0
0
0
0
0
0
58M-471
30T-01201
12/Dec/2008
59
197
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
58M-473
30T-01201
12/Dec/2008
37
124
0
0
0
0
58M-474
30T-01205
23/Dec/2008
26
87
12
40
6
15
0
0
0
0
0
58M-479
30T-03201
24/Mar/2009
17
57
0
0
0
0
0
0
0
0
0
0
WVLCP-483
30CDM-06206
30/Apr/2009
8
27
0
0
0
0
0
0
0
0
0
0
58M-486
30T-92010
14/Oct/2009
2
7
0
0
0
0
0
0
0
0
0
0
0
58M-488
30T-03203
02/Nov/2009
75
251
0
0
0
0
0
0
0
0
0
0
58M-487
30T-03203
02/Nov/2009
95
317
0
0
0
0
0
0
0
0
0
0
58M-497
30T-05201
06/Jul/2010
92
307
0
0
0
0
0
0
0
0
0
0
58M-501
30T-97008
09/Sep/2010
12
40
0
0
0
0
0
0
0
0
0
0
58M-502
30T-04204
13/Sep/2010
65
217
0
0
0
0
0
0
0
0
0
0
58M-503
30T-04204
14/Sep/2010
69
230
0
0
0
0
0
0
0
0
0
0
58M-504
30T-04208
17/Sep/2010
220
735
0
0
0
0
0
0
34
73
0
0
30T-04209
17/Sep/2010
58M-505
47
157
0
0
0
0
0
0
0
0
0
0
58M-508
30T-97015
05/Nov/2010
32
107
0
0
0
0
0
0
0
0
0
0
58M-510
30T-98701
19/Nov/2010
65
217
0
0
0
0
0
0
0
0
0
0
Total Units
1,383
Total Population
16
4,618
298
53
603
740
391
1,104
555
843
1,737
Draft Approved Units
Plan
30T-88042
Location
Glasgow St
0
0
Semi
0
Semi Population
0
TH
0
Townhouse
Population
Apt
Apartment
Population
Multi
Multi Population
Unspecified Units
Unspecified
Population
58
182
0
0
0
0
0
30T-86035
Homer Watson Blvd
24
80
0
0
0
0
677
1,239
153
330
0
0
30T-86036
Homer Watson Blvd
85
284
0
0
0
0
0
0
0
0
0
0
30T-87033
Caryndale Dr
0
0
0
0
0
0
0
0
0
61
191
30T-91005
Forwell Rd and Lackner Blvd.
179
598
0
0
0
0
0
0
0
0
0
0
30T-93007
Homer Watson Blvd
Blvd.
0
0
0
0
54
134
0
0
0
0
0
0
30T-94001
Highland Rd/ Rauch Court
0
0
14
47
0
0
0
0
0
0
0
0
30T-94009
Pioneer Tower W
40
134
30T-92009
Everstone Avenue
17
57
0
0
0
0
0
0
0
0
0
0
30T-98201
Huron Rd
0
0
0
0
5
12
0
0
0
0
268
839
30T-96005
Fischer-Hallman Rd
0
0
0
0
0
0
0
0
0
0
770
2,410
30T-02205
Highland W Rd
0
0
0
0
0
0
0
0
0
0
0
94
314
53
177
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
94
203
241
754
30T-97008
Regional Rd No. 17
30T-01201
Huron Rd & Fischer-Hallman
0
0
0
0
0
0
0
0
0
0
0
0
30T-02206
Lackner Blvd
0
0
0
0
0
0
0
0
514
1,110
0
0
30T-96004
381 Pioneer Tower Rd
28
94
0
0
0
0
0
0
0
0
0
0
Fountain St N./Victoria St N.
69
230
30T-05701
0
0
0
0
0
0
0
0
0
0
30T-05201
former Eby Estate
0
0
0
0
0
0
0
0
0
0
187
585
30T-04204
374 Tilt Dr
0
0
0
0
0
0
0
0
42
91
179
560
0
0
0
0
0
0
30T-06201
56 Pioneer Tower Rd
30
100
0
0
0
0
0
0
0
0
0
0
30T-08203
30CDM-03204
1388 New Dundee Rd
589
1,967
0
0
0
0
0
0
999
2,158
0
0
30T-06203
Stauffer Dr at Groh Dr
0
0
0
0
0
0
0
0
109
235
204
639
0
44
95
30T-07204
224-226 & 2-10 Sims Estate
Dodge Dr
23
121
77
0
0
0
404
0
0
48
119
0
0
30T-07205
Plains Rd, Fischer Hallman
0
0
0
0
115
285
0
0
0
0
665
2,081
30T-07202
New Dundee Rd
210
701
0
0
0
0
0
0
0
0
198
620
30T-07203
South of Stauffer and east of
160
534
0
0
0
0
0
0
36
78
23
72
30T-10201
771 Huron Road
10
33
0
0
72
179
0
0
0
0
0
0
Total Units
Total Population
1,679
67
5,607
294
224
0
0
677
729
1,991
1,239
2,854
4,300
8,933
APPENDIX - D
Building Permit Issued but not yet built
Semi
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
Coll
Collective
Population
6
20
1
3
40
99
54
99
0
0
1040N
0
0
1
3
0
0
0
0
0
0
1242N
1
3
1
3
0
0
0
0
0
0
1417N
0
0
0
0
10
25
0
0
0
0
172N
0
0
1
3
0
0
0
0
0
0
1829
0
0
1
3
0
0
0
0
0
0
230N
0
0
1
3
0
0
0
0
0
262N
0
0
0
0
0
0
34
62
0
0
308N
0
0
2
7
0
0
0
0
0
0
30T-97008
3
10
0
0
0
0
0
0
0
0
376N
0
0
1
3
0
0
0
0
0
0
401N
0
0
0
0
0
0
1
2
0
0
402N
0
0
0
0
0
0
114
209
0
0
428N
0
0
1
3
0
0
0
0
0
0
578N
0
0
1
3
0
0
0
0
0
0
589N
0
0
1
3
0
0
0
0
0
0
58M-132
0
0
0
0
0
0
105
192
0
0
Plan
no plan specified
0
58M-135
1
3
0
0
0
0
0
0
0
0
58M-190
0
0
0
0
5
12
0
0
0
0
58M-327
1
3
0
0
0
0
0
0
0
0
58M-328
1
3
0
0
0
0
0
0
0
0
58M-338
4
13
0
0
0
0
0
0
0
0
58M-339
6
20
0
0
0
0
0
0
0
0
58M-347
2
7
0
0
4
10
0
0
0
0
58M-348
4
13
0
0
0
0
0
0
0
0
58M-356
2
7
0
0
22
55
0
0
0
0
58M-364
13
43
0
0
0
0
0
0
0
0
58M-365
2
7
0
0
0
0
0
0
0
0
58M-367
3
10
0
0
23
57
0
0
0
0
58M-374
0
0
1
3
0
0
0
0
0
0
58M-392
2
7
0
0
1
2
0
0
0
0
58M-393
13
43
0
0
0
0
0
0
0
0
58M 394
58M-394
0
0
4
13
0
0
0
0
0
0
58M-400
4
13
0
0
0
0
0
0
0
0
58M-408
1
3
0
0
0
0
0
0
0
0
58M-409
1
3
0
0
0
0
0
0
0
0
58M-417
1
3
0
0
0
0
0
0
0
0
58M-422
1
3
0
0
0
0
0
0
0
0
58M-426
6
20
0
0
0
0
0
0
0
0
58M-430
0
0
3
10
0
0
0
0
0
58M-431
0
0
1
3
0
0
0
0
0
0
58M-435
0
0
2
7
0
0
0
0
0
0
58M-442
1
3
0
0
0
0
0
0
0
0
0
58M-448
1
3
0
0
0
0
0
0
0
0
58M-451
16
53
0
0
0
0
0
0
0
0
58M-454
6
20
0
0
0
0
0
0
0
0
58M-456
24
80
0
0
0
0
0
0
0
0
58M-463
3
10
0
0
0
0
0
0
0
0
58M-464
1
3
0
0
0
0
0
0
0
58M-471
8
27
0
0
0
0
0
0
0
0
58M-472
6
20
0
0
6
15
0
0
0
0
0
58M-473
1
3
0
0
0
0
0
0
0
0
58M-474
16
53
6
20
8
20
0
0
0
0
58M-478
1
3
0
0
0
0
0
0
0
0
58M-479
21
70
0
0
20
50
0
0
0
0
58M-493
8
27
0
0
0
0
0
0
0
0
58M-497
23
77
0
0
0
0
0
0
0
0
58M-501
31
104
0
0
42
104
0
0
0
0
58M-502
92
307
0
0
0
0
0
0
0
0
APPENDIX - D
Building Permit Issued but not yet built - Continued
Semi
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
Coll
Collective
Population
3
10
0
0
0
0
0
0
0
0
58M-55
0
0
0
0
23
57
0
0
0
0
784N
0
0
0
0
5
12
0
0
0
0
841N
0
0
1
3
0
0
0
0
0
0
849N
0
0
1
3
0
0
0
0
0
0
WVLCP-483
2
7
0
0
0
0
0
0
0
0
Plan
58M-510
Total Units
342
31
Total Population
Total Committed Population
1,142
209
104
308
518
32,455
0
564
0
D DR
E
HF IE
L
58M-506
NOR
T
AR TH U R
R LIN E
ST
1570N
KR E SS LE
R
RD
LOB SI NGE
ST S
Waterloo Wastewater
Service Area
T
SS
LE
AR
H
C
W
30CDM-06403
W
58M-445
58M-213
58M-127
OU
UN
ST
W
LANCA STER ST W
T
VIC
I
OR
1655N
[
TS
AS
1
DW
T
VIC
0
0.5
HIG
A
HL
I
OR
R
ND
Kilometers
2
CO
U
RT
L
ER
ES
AN
D
CK
RI
ST
LEGEND
SHighway
TE
ST Regional
E
O
AS
AW
TT
Road
Municipal Road
KIN
GS
AV
EDraft ApprovedTPlan
E
E
TS
W
CH
AR
L
DE
Waterloo Wastewater Service Area
OT T
AW
AS
S
ST
R
IVE
UN
VE
YA
SI T
QU
EE
N
58M-335
E
FR
WE
B
58M-415
58M-483
TN
AS
ST
Produc ed by:
KIN
G
30T-87004
30T-97017
ST E
E
UC
BR
RD
S
W
30T-05402
ST
ST
30T-89007
G
E
ST
ER
30T-05403
ER B 'S
DG E
BR I
EB
W
1810
30T-91002
58M-330
1733
N
N
KI
N
1820
RD
30T-02201
ST
RD
30T-07402
ST
1503N
ER
N
AN
58M-296
30T-97024
E
B
WE
DN
1755
B
ER
30T-98402
LM
58M-170
58M-334
IVE
E
AV
TY
I
RS
CR
E
58M-411
58M-163
AL
-H
58M-305
ER
CH
58M-274
30T-04403
T
KIN G S
R
NT
S
FI
58M-318
EB
Y
ST
58M-332
TM
58M-484
58M-376
RD
E
RW
DD
S
WE
30T-90039
IL L
DG
58M-412
R
NO
30T-04210
30T-95004
I
BR
58M-252
L
F IE
TH
WM
SA
58M-452
1676N
TN
APPENDIX - D
Waterloo Wastewater Service Area
Date Registered
Single
Single
Population
TH
Townhouse
Population
Apt
Apartment
Population
1503N
30T-78033
29/Sep/1980
1
3
0
0
0
0
0
0
0
0
0
0
1570N
30T-82006
25/Apr/1985
0
0
0
0
0
0
144
264
0
0
0
0
Plan
30T
Semi Semi Population
Multi Multi Population Unspecified Units
Unspecified
Population
1655N
30T-85026
03/Mar/1987
1
3
0
0
0
0
0
0
0
0
0
0
1676N
30T-85025
09/Aug/1988
1
3
0
0
0
0
0
0
0
0
0
0
1733
30T-89014
18/Sep/1991
1
3
0
0
0
0
0
0
0
0
0
0
1755
30T-87030
13/Oct/1992
0
0
0
0
40
99
0
0
0
0
0
0
1810
30T-93003
02/May/1995
1
3
0
0
0
0
0
0
0
0
0
0
1820
30T-94004
20/Oct/1995
0
0
0
0
20
50
356
651
0
0
0
0
58M-127
30T-87016
01/Nov/1999
1
3
0
0
48
119
0
0
0
0
0
0
58M-163
30T-98403
06/Oct/2000
1
3
0
0
0
0
0
0
0
0
0
0
58M-170
30T-97002
05/Dec/2000
0
0
2
7
0
0
0
0
0
0
0
0
58M-213
30T-94025
19/Oct/2001
0
0
0
0
20
50
0
0
0
0
0
0
30T-93013
13/Dec/2002
23
77
0
0
0
0
0
0
0
0
0
0
58M-274
30T-97021
23/May/2003
9
30
2
7
0
0
0
0
0
0
0
0
58M-296
58M-252
30T-97018
01/Oct/2003
3
10
0
0
0
0
0
0
0
0
0
0
58M-305
30T-97021
06/Jan/2004
0
0
0
0
0
0
158
289
0
0
0
0
58M-318
30T-90039
01/Jun/2004
0
0
0
0
0
0
405
741
0
0
0
0
58M-330
30T-97018
05/Oct/2004
19
63
0
0
0
0
0
0
0
0
0
0
58M-332
30T-87016
22/Oct/2004
1
3
0
0
0
0
0
0
0
0
0
0
58M-335
30T-97017
28/Oct/2004
0
0
0
0
15
37
0
0
0
0
0
0
0
58M-334
30T-97021
28/Oct/2004
1
3
0
0
0
0
0
0
0
0
0
58M-376
30T-97022
28/Oct/2005
2
7
0
0
47
117
0
0
0
0
0
0
58M-412
30T-03401
25/Jul/2006
59
197
0
0
0
0
0
0
0
0
3
9
58M-415
30T-87004
17/Aug/2006
11
37
0
0
0
0
0
0
0
0
0
0
58M-411
30T-92003
21/Aug/2006
8
27
0
0
0
0
0
0
0
0
0
0
58M-445
30T-87016
05/Nov/2007
3
10
0
0
0
0
0
0
0
0
0
0
58M-452
30T-95004
08/Feb/2008
0
0
0
0
18
45
0
0
0
0
0
0
58M-483
30T-87004
g
28/Aug/2009
89
297
0
0
0
0
0
0
0
0
0
0
58M-484
30T-07401
01/Sep/2009
20
67
0
0
0
0
0
0
0
0
0
0
58M-506
30T-08401
14/Oct/2010
249
832
0
0
68
169
0
0
299
646
0
0
Total Units
504
Total Population
4
276
1,681
14
Single
Population
1,063
686
299
1,945
3
646
9
Plan
Single
Location
TH
Townhouse
Population
Apt
Apartment
Population
Unspecified
Population
30T-87004
West Hill Drive (now Ira
0
0
0
0
0
0
0
0
142
307
0
0
30T-89007
Erbsville Rd
2
7
0
0
0
0
0
0
0
0
0
0
11
37
0
0
34
84
0
0
0
0
0
0
0
0
0
0
28
69
0
0
0
0
0
0
30T-91002
Erbsville Rd and Valhalla Cres
30T-90039
Laurelwood Dr/Erbsville Rd
30T-95004
Woolwich St
0
0
0
0
33
82
0
0
0
0
0
0
30T-98402
Erb St and Father David
0
0
0
0
57
141
0
0
399
862
238
745
30T-97017
Erbsville Rd
0
0
0
0
113
354
0
0
0
0
0
0
30T-07402
Lucerne Avenue
45
150
0
0
0
0
0
0
0
0
0
0
30T-97024
Waterloo W Side
611
2,041
0
0
33
82
0
0
0
0
8
25
30T-05403
340 Wilmot Line
290
969
48
160
34
84
0
0
58
125
10
31
30T-05402
250 Wilmot Line
297
992
26
87
70
174
0
0
104
225
30
94
30CDM-0640 745 University Ave E
7
23
0
0
0
0
0
0
0
0
0
0
30T-02201
3
10
0
0
0
0
0
0
0
0
0
0
39
130
0
0
0
0
0
0
0
0
4
13
364
1,216
0
0
38
94
0
0
0
0
0
0
Sylvia St - Bridgeport East
30T-04403
Wideman Rd
30T-04210
Woolwich St/Falconridge Dr
Total Units
Total Population
1,669
74
5,575
327
247
0
810
WATERLOO WASTEWATER SERVICE AREA
703
0
403
1,519
1,262
APPENDIX - D
Single
Single
Population
no plan specified
1
3
1087N
0
0
Plan
TH
Townhouse
Population
Apt
Apartment
Population
Coll
0
0
11
27
1,069
1,956
0
Collective
Population
0
0
0
0
0
6
11
0
0
1138N
0
0
1
3
0
0
0
0
0
0
491N
0
0
0
0
0
0
55
101
0
0
494N
0
0
0
0
0
0
45
82
0
0
496N
0
0
0
0
0
0
72
132
0
0
507N
0
0
0
0
0
0
136
249
0
0
511N
1
3
0
0
0
0
0
0
0
0
515N
0
0
0
0
0
0
18
33
0
0
58M-127
0
0
1
3
0
0
0
0
0
0
58M-165
1
3
0
0
0
0
0
0
0
58M-252
2
7
0
0
0
0
0
0
0
0
1
3
0
0
0
0
0
0
0
0
0
58M-335
0
0
0
0
18
45
0
0
0
0
58M-411
3
10
0
0
0
0
0
0
0
0
58M-330
58M-412
3
10
0
0
0
0
0
0
0
0
58M-415
6
20
0
0
0
0
0
0
0
0
58M-445
7
23
0
0
0
0
0
0
0
0
58M-452
0
0
0
0
4
10
0
0
0
0
58M-483
16
53
0
0
0
0
0
0
0
0
58M-484
2
7
0
0
0
0
0
0
0
0
58M-500
1
3
0
0
0
0
0
0
0
0
717N
0
0
0
0
0
0
1
2
0
0
741N
0
0
0
0
0
0
24
44
0
0
945N
1
3
0
0
0
0
0
0
0
0
954
0
0
0
0
0
0
36
66
0
0
496N
0
0
0
0
0
0
0
0
27
27
1755
0
0
0
0
0
0
0
0
122
122
Total Units
45
2
Total Population
150
33
7
1,462
82
17,457
WATERLOO WASTEWATER SERVICE AREA
149
2,675
149
D
VE
R
RO
MA
PL
EG
N
FO U
Highway
ST N
TAIN
HWY 401
B USH
PINE
Regional Road
ST N
KING ST W
ST
D
KI
NG
E
OP
BISH
AP
KY
58M-278
AM
ER
HI
L
LR
D
Galt Wastewater
Service Area
BLV D
KLIN
TZ
R
ELE R
SH
Registered
Unbuilt Plan
AN
1774
CA
N-
E
EAG L
FRA N
Draft Approved Plan
HESP
ST
E
RD
58M-389
Municipal Road
KIN
G
Galt Wastewater
Service Area
LEGEND
58M-321
ST N
1841
30T-88008
30T-88047
58M-322
BLAIR RD
CO
RO
NA
TI
O
N
BL
VD
58M-507
30T-07104
AS
ST
E RD
30T-06101
N
58M-241
N ST
E SSIO
CONC
ST
MAIN
30T-03102
58M-498
58M-499
ST
AN
D
ST
WATER ST S
GEORGE ST N
R
CEDA
30T-97003
ND
ST
58M-450
30T-87023
DU
WS
D
LE R
EVIL
ROS
1474S
RE
58M-444
CLYD
1423S
30T-88039
[
D
RS R
MYE
0 0.4 0.8
58M-363
SR
30T-05102
30T-09101
ON
GU
E
1526S
CHT
RD
Produced by:
Planning, Housing and Community Services
Planning Information & Research
58M-477
N
BRA
D
30T-93015
SP
RA
FO
ST S
AIN
UNT
Kilometers
1.6
APPENDIX - D
Galt Wastewater Service Area
Date Registered
Single
Single
Population
TH
Townhouse
Population
Apt
Apartment
Population
1423S
30T-81019
26/Mar/1982
4
13
0
0
0
0
0
0
0
0
0
0
1474S
30T-81024
30/Aug/1988
1
3
0
0
0
0
0
0
0
0
0
0
1526S
30T-88039
23/Dec/1991
0
0
0
0
0
0
36
66
0
0
0
0
1774
30T-87008
21/Oct/1993
2
7
0
0
0
0
0
0
0
0
0
0
Plan
30T
Unspecified
Population
1841
30T-87008
27/May/1996
2
7
0
0
0
0
0
0
0
0
0
0
58M-241
30T-98103
19/Sep/2002
0
0
0
0
10
25
0
0
0
0
0
0
58M-278
30T-88052
20/Jun/2003
1
3
0
0
0
0
0
0
0
0
0
0
58M-321
30T-00105
30/Jun/2004
0
0
0
0
0
0
81
148
0
0
0
0
58M-322
30T-88008
28/Jul/2004
3
10
0
0
0
0
0
0
0
0
0
0
58M-363
30T-89035
26/Sep/2005
0
0
0
0
10
25
0
0
0
0
0
0
58M-389
30T-88052
05/Apr/2006
2
7
0
0
0
0
0
0
0
0
0
0
58M-444
30T-03104
24/Oct/2007
6
20
0
0
0
0
0
0
0
0
0
0
58M-450
30T-87023
07/Jan/2008
27
90
0
0
0
0
0
0
0
58M-477
30T-05101
21/Jan/2009
1
3
0
0
0
0
0
0
0
0
1
3
58M-498
30T-03103
08/Jul/2010
9
30
0
0
50
124
74
135
0
0
0
0
58M-499
30T-03102
12/Jul/2010
32
107
0
0
0
0
0
0
0
0
0
0
58M-507
30T-06104
15/Oct/2010
35
117
0
0
0
0
0
0
0
0
0
0
Total Units
125
0
Total Population
0
0
70
0
191
174
0
349
1
417
0
0
3
Single
Single
Population
TH
Townhouse
Population
Apt
Apartment
Population
0
0
0
0
0
0
50
92
0
0
0
0
73
244
0
0
0
0
0
0
0
0
0
0
Plan
Location
30T-88047
Franklin Blvd
30T-87023
Salisbury Avenue
Unspecified
Population
30T-88039
Myers Rd and Elgin St S
0
0
0
0
26
64
209
382
0
0
0
0
30T-88008
Avenue Rd
0
0
0
0
90
223
324
593
0
0
0
0
30T-93015
Grand Ridge Dr and W River
30T-97003
Hillsboro Dr
30T-03102
Dundas St, Main St
30T-06101
Main St East and Nottingham
1
3
0
0
0
0
0
0
0
0
0
0
50
167
0
0
0
0
0
0
0
0
6
19
236
788
0
0
11
27
247
452
0
0
0
0
13
43
0
0
0
0
0
0
0
0
0
0
30T-05102
Water St
74
247
16
53
0
0
0
0
0
0
0
0
30T-09101
120 Branchton Rd
18
60
0
0
0
0
0
0
0
0
0
0
30T-07104
Bismarck Dr
29
97
0
0
0
0
0
0
0
0
0
0
Total Units
494
16
Total Population
127
1,649
53
Single
Population
830
314
0
1,519
6
0
Plan
Single
TH
Townhouse
Population
Apt
Apartment
Population
Coll
Collective
Population
no plan specified
1
3
0
0
0
0
219
401
0
0
1451
1
3
0
0
0
0
0
0
0
0
30T-05102
1
3
0
0
0
0
0
0
0
0
442S
1
3
0
0
0
0
0
0
0
0
58M-241
0
0
0
0
6
15
0
0
0
0
58M-278
12
40
0
0
0
0
0
0
0
0
58M-321
0
0
0
0
0
0
133
243
0
0
58M-389
1
3
0
0
0
0
0
0
0
0
58M-444
2
7
0
0
0
0
0
0
0
0
58M-450
8
27
0
0
0
0
0
0
0
0
58M-457
3
1
0
0
0
0
0
0
0
0
58M-477
5
17
0
0
0
0
0
0
0
0
58M-498
10
33
0
0
12
30
0
0
0
0
58M-499
54
180
0
0
0
0
0
0
0
0
58M-507
14
47
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
96
96
445S
Total Units
111
0
Total Population
371
18
0
352
45
5,653
GALT WASTEWATER SERVICE AREA
96
644
96
19
RO
LE G
MA P
Preston Wastewater
Service Area
D
VE R
FO U
TN
E
IN S
T
GS
NTA
KIN
WO
RL
DD
R
HWY 401
SP
OR
TS
PINE
EAG
SH
TZ
HI
LL
KING ST W
Regional Road
Preston Wastewater Service Area
N
FO U
Produc ed by:
TAI N
E
BISH
1425S
ST
TN
OP S
RD
KI
NG
Highway
Municipal Road
TN
LE S
E LE R
RD
ST S
C
BLAIR R
H RD
H ESP
LEGEND
AN
B US
D
CO
0
RO
NA
TI 0.5
O
N
BL
VD
E
AM
AN -
[
1
Kilometers
RA
P KY
2
Galt
APPENDIX - D
Preston Wastewater Service Area
Plan
1425S
30T
30T-81018
Date Registered
20/Sep/1983
Total Units
0
0
0
Semi
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
Multi
0
0
27
67
0
0
0
0
Total Population
0
27
0
0
67
Multi Population Unspecified Units
0
0
0
0
Unspecified
Population
0
0
0
0
Plan
Location
Total Units
0
Semi
Semi Population
0
Total Population
0
TH
Townhouse
Population
0
0
Apt
Apartment
Population
0
0
Multi
0
0
0
0
Plan
Semi
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
Coll
Collective
Population
no plan specified
3
10
0
0
0
0
0
0
0
0
521S
0
0
0
0
0
0
1
2
0
0
716S
0
0
0
0
18
45
61
112
0
0
Total Units
3
0
Total Population
10
18
0
62
45
235
PRESTON WASTEWATER SERVICE AREA
0
113
Unspecified
Population
0
0
LEGEND
Hespeler Wastewater
Service Area
30T-06103
Highway
30T-06103
Regional Road
Municipal Road
58M-470
Draft Approved Plan
58M-345
30CDM-07102
Hespeler Wastewater Service Area
0
0.25
[
0.5
Kilometers
American Standard
Condo Application
1391S
Produced by:
Y
HW
HW Y 401
40 1
1
APPENDIX - D
Hespeler Wastewater Service Area
30T
Date Registered
1391S
58M-345
30T-24202
30T-92005
06/Oct/1977
02/Mar/2005
1
1
58M-470
30T-06103
03/Dec/2008
4
Plan
Total Units
Semi
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
Multi
3
3
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13
0
0
0
0
0
0
0
6
0
Total Population
19
0
0
0
0
Unspecified
Population
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Plan
Location
30T-06103
Guelph Ave & Blackbridge Rd
30CDM-07102
386 River Rd
American Standard
Total Units
Semi
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
Multi
2
7
0
0
0
0
0
0
0
0
0
0
15
50
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
125
229
0
0
0
0
17
0
Total Population
57
0
0
125
0
0
229
0
0
Plan
Semi
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
Coll
Collective
Population
no plan specified
1
3
0
0
0
0
0
0
0
0
58M-391
1
3
0
0
0
0
0
0
0
0
58M-480
0
0
0
0
0
0
39
71
0
0
58M-481
1
3
0
0
0
0
0
0
0
0
58M-494
13
43
0
0
0
0
0
0
0
0
58M-509
60
200
0
0
0
0
0
0
0
0
Total Units
76
0
Total Population
Unspecified
Population
254
0
0
39
0
630
HESPELER WASTEWATER SERVICE AREA
0
71
0
0
RS
TN
FL ORA D
A LE R D
Plans of Subdivision in
Elmira
Wastewater Service Area
AR
TH
U
LINE 86
CH UR CH
ST W
CH UR CH
ST E
LINE 86
58M-496
58M-438
58M-419
LEGEND
Highway
58M-333
AR TH U R ST
S
Regional Road
LIST OW E
Produc ed by:
Municipal Road
Elmira Wastewater Service Area
[
L RD
0
0.25
0.5
Kilometers
1
APPENDIX - D
Elmira Wastewater Service Area
Plan
30T
Date Registered
Semi
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
Multi
Unspecified
Population
58M-333
30T-87034
26/Oct/2004
0
0
0
0
0
0
0
0
4
9
0
0
58M-419
30T-87034
06/Oct/2006
4
13
0
0
0
0
0
0
0
0
0
0
58M-438
30T-03701
01/Jun/2007
3
10
0
0
0
0
0
0
0
0
0
0
58M-496
30T-03701
21/Jun/2010
25
84
0
0
0
0
0
0
0
0
0
0
Total Units
32
0
Total Population
107
0
0
0
0
4
0
0
9
0
Plan
Location
Total Units
0
Semi
Semi Population
0
Total Population
0
TH
Townhouse
Population
0
Apt
Apartment
Population
0
0
0
Multi
0
0
0
0
Plan
no plan specified
Semi
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
Coll
Collective
Population
2
7
0
0
0
0
0
0
0
0
58M-419
1
3
0
0
0
0
0
0
0
0
58M-438
1
3
0
0
0
0
0
0
0
0
58M-496
5
17
0
0
0
0
0
0
0
0
Total Units
9
0
Total Population
30
0
0
0
0
146
ELMIRA WASTEWATER SERVICE AREA
0
0
Unspecified
Population
0
0
Baden/New Hamburg
58M-432
58M-468
58M-491
E R'S
SN Y D
58M-401
E
SN Y D
58M-382
RD W
GI
FO
F
NA
58M-492
UN
DR
Y
NG
ST
ZI
GE
58M-386
IC
ER
W
IL
R
M
RD
58M-414
O
T
RD
CE
N
TR
E
RD
RL
OO
ST
58M-489
Y
HW
WA
TE
58M-495
H
DE
R'S R
7/
8
D
MS R
BLE A LEGEND
Municipal Road
LS
Draft Approved Plan
T
HU
RO
N
Regional Road
E
PE
ST
Highway
Baden/New Hamburg Wastewater Service Area
WVLCP-372
WVLCP-506
WVLCP-426
[
30CDM-01601
AL
W
R
KE
RD
Produc ed by:
WVLCP-465
0
0.375
0.75
Kilometers
1.5
APPENDIX - D
Baden-New Hamburg Wastewater Service Area
Plan
30T
Date Registered
Semi
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
Multi
Unspecified
Population
WVLCP-372
30CDM-01601
10/Dec/2002
1
2
0
0
0
0
0
0
0
0
0
0
58M-382
30T-94021
05/Jan/2006
1
3
0
0
0
0
0
0
0
0
0
0
58M-386
30T-04601
03/Feb/2006
1
3
0
0
0
0
0
0
0
0
0
0
WVLCP-426
30CDM-01601
10/Mar/2006
9
18
0
0
0
0
0
0
0
0
0
0
58M-401
30T-94021
06/Jun/2006
3
10
0
0
0
0
0
0
0
0
2
6
58M-414
30T-91006
10/Aug/2006
108
361
2
7
4
10
0
0
0
0
0
0
58M-432
30T-94021
17/Jan/2007
37
124
0
0
0
0
0
0
0
0
0
0
WVLCP-465
30CDM-01601
28/Aug/2008
3
6
0
0
0
0
0
0
0
0
0
0
58M-468
30T-94021
16/Oct/2008
60
200
0
0
0
0
0
0
0
0
0
0
58M-489
30T-05601
12/Nov/2009
35
117
0
0
0
0
0
0
0
0
0
0
58M-491
30T-04603
08/Dec/2009
70
234
0
0
0
0
0
0
0
0
0
0
58M-492
30T-06601
15/Dec/2009
36
120
4
13
13
32
0
0
0
0
0
0
58M-495
30T-87005
19/May/2010
62
207
0
0
0
0
0
0
0
0
0
0
WVLCP-506
30CDM-01601
01/Sep/2010
47
94
0
0
0
0
0
0
0
0
0
0
Total Units
473
6
Total Population
1499
17
20
0
42
0
0
2
0
6
Plan
Location
30CDM-01601
Haysville Rd
266
Total Units
532
266
Semi
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
Multi
0
0
0
0
0
0
0
0
Total Population
532
0
0
0
0
0
0
0
Semi
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
Coll
Collective
Population
no plan specified
0
0
6
20
4
10
0
0
0
0
58M-382
2
7
0
0
0
0
0
0
0
0
58M-401
2
7
0
0
0
0
0
0
0
0
58M-414
2
7
0
0
0
0
0
0
0
0
58M-432
3
10
0
0
0
0
0
0
0
0
58M-468
9
30
0
0
0
0
0
0
0
0
58M-489
13
43
0
0
22
55
0
0
0
0
58M-492
13
43
2
7
0
0
0
0
0
0
58M-495
6
20
0
0
0
0
0
0
0
0
627N
1
3
0
0
0
0
0
0
0
0
WVLCP-372
1
2
0
0
0
0
0
0
0
0
WVLCP-426
4
8
0
0
0
0
0
0
0
0
WVLCP-465
4
8
0
0
0
0
0
0
0
0
WVLCP-506
7
14
0
0
0
0
0
0
0
0
Total Units
67
8
Total Population
202
26
27
0
64
2,392
BADEN-NEW HAMBURG WASTEWATER SERVICE AREA
0
0
Unspecified
Population
0
0
0
Plan
0
0
0
Ayr Wastewater Service Area
30T-06301
LEGEND
Highway
Regional Road
Municipal Road
Draft Approved Plan
NO
R
TH
U
M
BE
R
ND
MAIN
LA
SC O
T
D
EY R
T ST
ST
ST
L
WR IG
ST
STANLEY
58M-446
58M-91
58M-440
SW AN
ST
Produc ed by:
[
30T-05301
0
0.125 0.25
Kilometers
0.5
APPENDIX - D
Plan
30T
Date Registered
Semi
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
Multi
Unspecified
Population
58M-91
30T-92004
20/Oct/1998
1
3
0
0
0
0
0
0
0
0
0
0
58M-440
30T-05301
27/Jun/2007
32
107
0
0
0
0
0
0
0
0
0
0
58M-446
30T-05301
06/Nov/2007
65
217
0
0
0
0
0
0
0
0
0
0
Total Units
98
0
Total Population
327
0
0
0
0
0
0
0
0
0
Plan
Location
30T-05301
Hilltop Community
30T-06301
30 Scott St
Total Units
Semi
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
Multi
49
164
40
134
63
156
0
0
0
0
0
0
177
591
0
0
18
45
0
0
41
89
0
0
226
40
Total Population
755
81
134
0
201
41
0
0
89
Plan
Semi
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
Coll
Collective
Population
58M-440
5
17
0
0
0
0
0
0
0
0
58M-446
7
23
0
0
0
0
0
0
0
0
682S
2
7
0
0
0
0
0
0
0
0
Total Units
14
0
Total Population
Unspecified
Population
47
0
0
0
0
1,553
AYR WASTEWATER SERVICE AREA
0
0
0
0
St. Jacobs
LE R D
NOR THSID
E DR
HAW K E SV
IL
SA
W
MI
LL
RD
SAWMILL RD
LEGEND
Highway
Regional Road
Municipal Road
AR TH U R S
TS
KIN G S T
N
St. Jacobs Wastewater Service Area
Produc ed by:
[
0
0.125 0.25
Kilometers
0.5
APPENDIX - D
St Jacobs Wastewater Service Area
Plan
30T
Date Registered
Total Units
Semi
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
Multi
0
0
0
0
0
0
0
0
0
0
Total Population
0
0
0
0
0
0
0
0
0
Unspecified
Population
0
0
0
0
Plan
Location
Total Units
0
Semi
Semi Population
0
Total Population
0
TH
Townhouse
Population
0
0
Apt
Apartment
Population
0
0
Multi
0
0
0
0
Plan
0
Total Units
0
0
Semi
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
Coll
Collective
Population
0
0
0
0
0
0
0
0
0
Total Population
0
0
0
0
0
0
ST JACOBS WASTEWATER SERVICE AREA
0
0
Unspecified
Population
0
0
Wellesley
LEGEND
Highway
Regional Road
Municipal Road
Draft Approved Plan
RD
Wellesley Wastewater Service Area
HU
T
CH
ISO
N
58M-380
QUE E N'S
B US H RD
58M-441
58M-312
NA F Z IGE
R
RD
1454N
30T-05501
58M-476
30T-06501
GE RB ER RD
[
Produc ed by:
0
0.1
0.2
Kilometers
0.4
APPENDIX - D
Wellesley Wastewater Service Area
Plan
30T
Date Registered
Semi
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
Multi
Unspecified
Population
1454N
30T-75500
01/Nov/1978
4
13
0
0
0
0
0
0
0
0
0
0
58M-312
30T-96002
14/Apr/2004
5
17
0
0
0
0
0
0
0
0
0
0
58M-380
30T-04501
21/Dec/2005
5
17
0
0
0
0
0
0
0
0
1
3
58M-441
30T-05503
13/Jul/2007
0
0
4
13
0
0
0
0
0
0
0
0
58M-476
30T-05501
12/Jan/2009
69
230
0
0
0
0
0
0
0
0
0
0
Total Units
83
4
Total Population
277
0
13
0
0
0
0
1
0
3
Plan
Location
30T-05501
Gerber Rd
11
37
30T-06501
Gerber Rd/greenwood Hill Rd
25
84
Total Units
36
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
Multi
0
0
0
0
0
0
0
0
0
0
10
33
0
0
0
0
0
0
0
0
Semi
10
Total Population
121
0
33
0
0
0
0
0
0
Plan
Semi
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
Coll
Collective
Population
58M-312
3
10
0
0
0
0
0
0
0
0
58M-380
10
33
0
0
0
0
0
0
0
0
58M-441
0
0
2
7
0
0
0
0
0
0
58M-476
7
23
0
0
0
0
0
0
0
0
Total Units
20
2
Total Population
67
0
7
0
0
521
WELLESLEY WASTEWATER SERVICE AREA
0
0
Unspecified
Population
0
0
Conestoga Golf Course
LEGEND
Regional Road
Municipal Road
Conestoga Golf Course Wastewater Service Area
[
Produced by:
0
100
Meters
200
APPENDIX - D
Conestoga Golf Course Wastewater Service Area
Plan
58M-315
30T
30T-95019
Date Registered
19/May/2004
Total Units
0
0
0
Semi
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
Multi
3
10
0
0
0
0
0
3
Total Population
0
0
10
0
0
0
0
0
0
Unspecified
Population
0
0
0
0
Plan
Location
Total Units
0
Semi
Semi Population
0
Total Population
0
TH
Townhouse
Population
0
0
Apt
Apartment
Population
0
0
Multi
0
0
0
0
Plan
0
Total Units
0
0
Semi
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
Coll
Collective
Population
0
0
0
0
0
0
0
0
0
Total Population
0
0
0
0
0
10
CONESTOGA GOLF COURSE WASTEWATER SERVICE AREA
0
0
Unspecified
Population
0
0
Integrated Urban
Water Service Area
(Kitchener)
30T-04210
EBY CRES T
1503N
30T-02201
1733
58M-486
BR ID
GE
58M-411
ST
E
30T-02206
1649N
30T-91005
1526N
KI N
G
58M-474
58M-403
HIG
HL
AN
D
O
CT
RI
AS
TS
ST
AN
RD
1647N
58M-49
58M-479
58M-327
58M-473
58M-427
58M-428
58M-426
1740
SL
ER
58M-464
AT
SO
N
B LV
58M-226
FO U
D
D
S ET TL
1650N
30T-07202
T RD
58M-359
E ME N
58M-421
30T-07203
EA
Z
30T-96004
DICK IE
R
2
30T-04204
30T-06203 58M-488
58M-487
RW
SH
AN
T
N TA
HI
LL
RD
KI
N
G
ST
E
O
BIS H
N
P ST
RD
US
30T-92009
B
PINE
ST N
G LE
ELER
TR
58M-503
30T-94009
58M-400
ME
D
VE R
30T-06201
30T-87033
58M-505
HO
RO
LE G
MA P
58M-89
58M-86
58M-167
58M-463
58M-185
58M-135
58M-504
58M-502
30T-98201
30T-10201
Kilometers
58M-461
58M-346
58M-375
0 0.5 1
58M-460
58M-347
58M-348
Integrated Urban Water Service Area
1411N
58M-422
30T-86036
1692N
E
30T-88045
RD S
W AY
58M-290
30T-07205
30CDM-03204
ST
WVLCP-483
58M-388
58M-328
58M-472
58M-339
58M-393
58M-454
KI N
G
FA IR
30T-01201
58M-374
58M-392
58M-190
E
58M-508
58M-394
HE SP
58M-471
58M-370
58M-331
58M-398
TN
IN S
LM
AL
58M-410
58M-338
[
G
1349N
Produc ed by:
E
58M-304
58M-364
N
58M-368
N TA
-H
58M-451
S
58M-417
58M-344
Draft Approved Plan
ST
30T-93007
58M-288
58M-301
58M-497
A ST
1819
58M-247
30T-05201
Municipal Road
S
ST
30T-86035
W
OT TA
58M-307
58M-342
Regional Road
LE
KI N
30T-96005
BL
AR
WA
TA
OT
58M-367
58M-372
58M-365
58M-366
FO U
ER
1758
LEGEND
RD
E A MS
IA
58M-442
H
30T-94001
Highway
OR
1829
N
ST
W
SC
FI
30T-02205
VI
RD
T
VI C
W
CH
1268N
30T-88042
ST
RD
TS
IN S
BLAIR RD
CO
GE O
R
GE
RO
NA
TI
ST N
ON
BL
VD
US H
RD
ARTH UR ST
S
58M-506
NO
RT
H
FIE
L
RD
SAW MILL
DD
RE
R LIN E
RD
LO BS IN GE
KING ST
N
HE RR GO
TT RD
Integrated Urban
Water Service Area
(Waterloo)
C
ST
KRE SS LE
R
1570N
HA
RL
ES
ST
W
30CDM-06403
ID
BR
1676N
G
58M-452
E
ST
30T-95004
W
58M-252
RT
NO
58M-412
IE L
HF
R
DD
W
EB YC R
58M-445
58M-127
58M-332
WE IM AR LIN
E
E
BL
OO
M
L
DA
IN G
ER
DN
IN G
T
IV
UN
R
D
N
LL
KI
NG
MA
RD
N
30T-91002
NO
30T-89007
TR
T
BS
ER
1655N
W
E
AM
E
D
58M-415
[
1
Kilometers
E
TE
BS
ER
W
EB
E
R
ST
S
TO
V IC
S
IC
K
E
FR
ST
N
W
TA
OT
58M-483
Highway
Regional Road
2
R IA
ST
LEGEND
R
DE
A
R
58M-335
RD
TO
V IC
R IA
ST
OT
TA
W
D
30T-97017
RT
Draft Approved Plan
30T-87004
30T-05402
ST
PO
K IN
GS
TW
N
58M-330
E
ID G
BR
1820
1810
A
-H
30T-05403
30T-07402
EW
30T-98402
58M-163
ER
58M-296
AV
S
N
IT Y
ST
U
S
ER
LA NCAS TER ST W
AR
BE
O
CH
30T-97024
ST E
N
TM
FIS
58M-170
GE
ST
ES
1755
58M-305
B RID
ER
W
58M-274
0.5
VE
EB
30T-04403
0
YA
W
58M-484
58M-318
RD
E RB 'S
Produc ed by:
IT
ER
30T-90039
58M-334
S
ER
RD
IV
UN
58M-376
30T-05401
58M-213
S
HI
ND
LA
GH
RD
W
Municipal Road
K IN
G
ST
E
AS
TN
ES
KO
H
UT
SS
30T-06103
58M-470
RD
Integrated Urban
Water Service Area
(Cambridge)
58M-345
30CDM-07102
American Standard Condo Application
FOU
LE
MA P
G
ER
RO V
1391S
D
30T-85008
NTA
DR
TN
IN S
RD
1425S
ST S
CO
GE O
R
LEGEND
30T-88008
1841
RO
NA
TI
O
N
GE S
TN
30T-07104
1423S
1474S
WATER ST N
30T-87023
58M-450
E
CLY D
DU
IO N S
CE S S
ND
D
Draft Approved Plan
RD
AS
ST
D
LY R
30T-03102
T
58M-498
30T-88039
DU
ND
AS
D
RS R
MY E
58M-477
58M-363
58M-499
ST
S
30T-09101
C HT
ON
1526S
30T-05102
E VE R
30T-06101
58M-241
N
N
BRA
30T-93015
Regional Road
B
OL D
ST
CO N
ST S
WATER
ER
S
S ID
Produced by:
W
HY
K RD
T
AR S
RE
O RT
CED
ST
AN
D
EDW
30T-97003
58M-507
BL
VD
Highway
Municipal Road
58M-322
58M-444
EE
R CR
CED A
58M-278
E
BL AIR RD
D
LE R
E V IL
RO S
KY
ER
LY
ST
IN
NTA
FOU
ST
BE
V
KI
NG
P
1774
30T-88047
58M-321
ST N
OP
BIS H
AN
E
A
D
ER
HI
LL
C
M
-A
R
NL IN
Z
RD
NT
BLV D
SH
A
58M-389
TO W
E
E LE R
ST
K LIN
KIN
G
TN
LE S
EA G
H RD
F RA N
RT
SW
OR
LD
30T-91004
HES P
SP
O
B US
PIN E
0
0.5
[
1
Kilometers
2
RD
CHUR CH
58M-496
58M-419
86
58M-438
LINE 86
NO RTHFIEL
LIN
E
ST E
D DR E
ST W
AR
T
CHUR CH
HU
RS
TN
FLORAD
ALE RD
LINE 86
Integrated Urban
Water Service Area
(Elmira & St. Jacobs)
58M-333
LIS TO WEL
LEGEND
RD
Highway
Regional Road
Municipal Road
Draft Approved Plan
AM EN T LIN
E
HAW KESV
ILL
E RD
ILL
RD
SAW MILL
RD
[
Produced by:
ARTH UR ST
S
KING ST
N
KRES SLER
RD
SA
WM
0
0.5
1
Kilometers
2
APPENDIX - D
Integrated Urban System Service Area
Plan
1268N
30T
30T-19207
1349N
Date Registered
Single
Single Population
Semi
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
Multi
Multi Population
Unspecified Units
Unspecified
Population
23/Jan/1969
0
0
0
0
25
62
0
0
0
0
0
0
22/Dec/1972
0
0
0
0
0
0
55
101
0
0
0
0
1411N
30T-22420
27/May/1976
1
3
0
0
0
0
0
0
0
0
0
0
1391S
30T-24202
06/Oct/1977
1
3
0
0
0
0
0
0
0
0
0
0
1503N
30T-78033
29/Sep/1980
1
3
0
0
0
0
0
0
0
0
0
1526N
30T-79027
03/Mar/1982
2
7
0
0
0
0
0
0
0
0
0
0
1423S
30T-81019
26/Mar/1982
4
13
0
0
0
0
0
0
0
0
0
0
1425S
30T-81018
20/Sep/1983
0
0
0
0
27
67
0
0
0
0
0
0
1570N
30T-82006
25/Apr/1985
0
0
0
0
0
0
144
264
0
0
0
0
1647N
30T-80022
26/Feb/1987
0
0
0
0
0
0
498
911
0
0
0
0
1649N
30T-85014
02/Mar/1987
2
7
0
0
0
0
0
0
0
0
0
0
1650N
30T-82002
02/Mar/1987
2
7
0
0
0
0
0
0
0
0
0
0
1655N
30T-85026
03/Mar/1987
1
3
0
0
0
0
0
0
0
0
0
0
1676N
30T-85025
09/Aug/1988
1
3
0
0
0
0
0
0
0
0
0
0
0
1474S
30T-81024
30/Aug/1988
1
3
0
0
0
0
0
0
0
0
0
0
1692N
30T-86025
18/Apr/1989
2
7
0
0
3
7
0
0
0
0
0
0
1733
30T-89014
18/Sep/1991
1
3
0
0
0
0
0
0
0
0
0
0
1526S
30T-88039
23/Dec/1991
0
0
0
0
0
0
36
66
0
0
0
0
1740
30T-87063
29/Jan/1992
2
7
0
0
0
0
0
0
0
0
0
0
1755
30T-87030
13/Oct/1992
0
0
0
0
40
99
0
0
0
0
0
0
1758
30T-89018
29/Oct/1992
0
0
0
0
22
55
0
0
0
0
0
0
1774
30T-87008
21/Oct/1993
2
7
0
0
0
0
0
0
0
0
0
0
1810
30T-93003
02/May/1995
1
3
0
0
0
0
0
0
0
0
0
0
1819
30T-88054
15/Sep/1995
0
0
0
0
18
45
0
0
0
0
0
0
1820
30T-94004
20/Oct/1995
0
0
0
0
20
50
356
651
0
0
0
0
1829
30T-89021
12/Dec/1995
7
23
0
0
0
0
0
0
0
0
0
0
1841
30T-87008
27/May/1996
2
7
0
0
0
0
0
0
0
0
0
0
58M-49
30T-89011
12/Dec/1997
2
7
0
0
0
0
0
0
0
0
0
58M-89
30T-94009
19/Oct/1998
2
7
0
0
0
0
0
0
0
0
0
0
58M-86
30T-94009
19/Oct/1998
0
0
0
0
58
144
0
0
0
0
0
0
58M-127
0
0
30T-87016
01/Nov/1999
1
3
0
48
119
0
0
0
0
0
0
58M 135
58M-135
30T 87033
30T-87033
16/Dec/1999
5
17
0
0
0
0
0
0
0
0
0
0
58M-163
30T-98403
06/Oct/2000
1
3
0
0
0
0
0
0
0
0
0
0
58M-167
30T-94009
06/Nov/2000
1
3
0
0
0
0
0
0
0
0
0
0
58M-170
30T-97002
05/Dec/2000
0
0
2
7
0
0
0
0
0
0
0
0
58M-185
30T-87033
22/Jun/2001
2
7
0
0
0
0
0
0
0
0
0
0
58M-190
30T-89017
11/Jul/2001
0
0
0
0
36
89
0
0
0
0
0
0
58M-213
30T-94025
19/Oct/2001
0
0
0
0
20
50
0
0
0
0
0
0
58M-226
30T-95018
21/Mar/2002
0
0
0
0
0
0
0
0
0
0
145
454
58M-241
30T-98103
0
0
0
10
25
0
0
0
0
0
0
58M-247
30T-96005
11/Oct/2002
0
0
0
0
18
45
0
0
0
0
0
0
58M-252
30T-93013
13/Dec/2002
23
77
0
0
0
0
0
0
0
0
0
0
58M-274
30T-97021
23/May/2003
9
30
2
7
0
0
0
0
0
0
0
0
58M-278
30T-88052
20/Jun/2003
1
3
0
0
0
0
0
0
0
0
0
0
58M-288
30T-96005
22/Aug/2003
0
0
0
0
0
0
0
0
0
0
64
200
58M-290
30T-88007
11/Sep/2003
0
0
0
0
6
15
0
0
0
0
0
0
58M-296
30T-97018
01/Oct/2003
3
10
0
0
0
0
0
0
0
0
0
0
58M-301
30T-96005
11/Dec/2003
0
0
0
0
12
30
0
0
0
0
0
0
58M-304
30T-88028
18/Dec/2003
0
0
0
0
0
0
50
92
0
0
0
0
58M-305
30T-97021
06/Jan/2004
0
0
0
0
0
0
158
289
0
0
0
0
58M-318
30T-90039
01/Jun/2004
0
0
0
0
0
0
405
741
0
0
0
0
58M-321
30T-00105
30/Jun/2004
0
0
0
0
0
0
81
148
0
0
0
0
58M-322
30T-88008
28/Jul/2004
3
10
0
0
0
0
0
0
0
0
0
0
58M-327
30T-86035
13/Sep/2004
1
3
0
0
0
0
0
0
0
0
0
58M-328
30T-86035
13/Sep/2004
13
43
0
0
8
20
0
0
0
0
0
0
58M-330
30T-97018
05/Oct/2004
19
63
0
0
0
0
0
0
0
0
0
0
58M-331
30T-97015
07/Oct/2004
2
7
0
0
0
0
0
0
0
0
0
0
58M-332
30T-87016
22/Oct/2004
1
3
0
0
0
0
0
0
0
0
0
0
58M-333
30T-87034
26/Oct/2004
0
0
0
0
0
0
0
0
4
9
0
0
58M-334
30T-97021
28/Oct/2004
1
3
0
0
0
0
0
0
0
0
0
0
58M-335
30T-97017
28/Oct/2004
0
0
0
0
15
37
0
0
0
0
0
0
58M-339
30T-01201
21/Dec/2004
15
50
0
0
0
0
0
0
0
0
0
58M-338
30T-01201
21/Dec/2004
24
80
0
0
0
0
0
0
0
0
0
0
58M-342
30T-96001
03/Feb/2005
2
7
0
0
0
0
0
0
0
0
0
0
19/Sep/2002
0
INTEGRATED URBAN SYSTEM SERVICE AREA
0
0
APPENDIX - D
Date Registered
Single
Single Population
Semi
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
Multi
Multi Population
Unspecified Units
Unspecified
Population
58M-344
30T-97025
18/Feb/2005
0
0
0
0
13
32
0
0
0
0
0
0
58M-345
30T-92005
02/Mar/2005
1
3
0
0
0
0
0
0
0
0
0
0
58M-346
30T-98201
24/Mar/2005
12
40
0
0
0
0
0
0
0
0
0
0
58M-347
30T-98201
24/Mar/2005
13
43
0
0
4
10
0
0
0
0
0
0
58M-348
30T-98201
24/Mar/2005
21
70
0
0
0
0
0
0
0
0
0
58M-356
30T-98701
10/Jun/2005
0
0
0
0
9
22
0
0
0
0
0
0
58M-359
30T-95018
14/Jul/2005
1
3
0
0
0
0
0
0
0
0
0
0
58M-363
30T-89035
26/Sep/2005
0
0
0
0
10
25
0
0
0
0
58M-367
30T-97012
07/Oct/2005
11
37
0
0
16
40
0
0
0
0
0
0
58M-372
30T-97013
07/Oct/2005
0
0
0
0
0
0
0
0
0
0
46
144
58M-366
30T-97012
07/Oct/2005
0
0
0
0
0
0
0
0
0
0
41
128
58M-371
30T-97013
07/Oct/2005
0
0
0
0
0
0
0
0
0
0
17
58M-364
30T-97012
07/Oct/2005
16
53
0
0
0
0
0
0
0
0
0
0
58M-368
30T-97012
07/Oct/2005
0
0
0
0
0
0
0
0
0
0
46
144
58M-369
30T-97013
07/Oct/2005
0
0
0
0
0
0
0
0
0
0
23
72
58M-370
30T-97013
07/Oct/2005
0
0
0
0
0
0
0
0
0
0
113
354
58M-365
30T-97012
07/Oct/2005
9
30
0
0
0
0
0
0
0
0
60
188
58M-374
30T-01201
17/Oct/2005
3
10
0
0
0
0
0
0
0
0
0
0
58M-375
30T-01201
17/Oct/2005
8
27
0
0
0
0
0
0
0
0
0
0
58M-376
30T-97022
28/Oct/2005
2
7
0
0
47
117
0
0
0
0
0
0
58M-388
30T-00204
24/Feb/2006
0
0
0
0
15
37
0
0
0
0
0
Plan
30T
0
0
0
53
0
58M-389
30T-88052
05/Apr/2006
2
7
0
0
0
0
0
0
0
0
0
0
58M-392
30T-00201
18/Apr/2006
17
57
0
0
0
0
0
0
0
0
0
0
58M-393
30T-00201
18/Apr/2006
82
274
0
0
0
0
0
0
3
6
0
0
58M-394
30T-97014
20/Apr/2006
4
13
4
13
5
12
0
0
0
0
0
0
58M-398
30T-97015
05/May/2006
3
10
0
0
0
0
0
0
0
0
0
0
58M-400
30T-95016
10/May/2006
12
40
0
0
0
0
0
0
0
0
0
0
58M-403
30T-02205
15/Jun/2006
0
0
0
0
0
0
0
0
339
732
0
0
58M-410
30T-96005
20/Jul/2006
0
0
0
0
12
30
0
0
0
0
0
0
58M-412
30T-03401
25/Jul/2006
59
197
0
0
0
0
0
0
0
0
3
9
17/Aug/2006
11
0
0
0
0
0
0
0
0
0
58M-411
30T-92003
21/Aug/2006
8
27
0
0
0
0
0
0
0
0
0
0
58M-417
58M-415
30T-01207
30T-87004
28/Aug/2006
3
10
37
0
0
0
0
0
0
0
0
0
0
0
58M-419
30T-87034
06/Oct/2006
4
13
0
0
0
0
0
0
0
0
0
0
58M-422
30T-04201
16/Nov/2006
36
120
0
0
0
0
0
0
0
0
0
0
58M-421
30T-04203
16/Nov/2006
1
3
0
0
0
0
0
0
0
0
0
0
58M-423
30T-98701
28/Nov/2006
2
7
0
0
0
0
0
0
0
0
0
0
58M-427
30T-01201
20/Dec/2006
2
7
0
0
0
0
0
0
0
0
0
58M-428
30T-04205
20/Dec/2006
1
3
0
0
0
0
0
0
0
0
0
0
58M-426
30T-01201
20/Dec/2006
7
23
0
0
0
0
0
0
0
0
0
0
58M-438
30T-03701
01/Jun/2007
3
10
0
0
0
0
0
0
0
0
0
0
58M-442
30T-04207
12/Sep/2007
2
7
0
0
0
0
0
0
0
0
0
0
58M-444
30T-03104
24/Oct/2007
6
20
0
0
0
0
0
0
0
0
0
0
58M-445
30T-87016
05/Nov/2007
3
10
0
0
0
0
0
0
0
0
0
0
58M-450
30T-87023
07/Jan/2008
27
90
0
0
0
0
0
0
0
0
0
0
58M-451
30T-05201
11/Jan/2008
21
70
0
0
0
0
0
0
0
0
0
0
58M-452
30T-95004
08/Feb/2008
0
0
0
0
18
45
0
0
0
0
0
0
0
58M-454
30T-03201
18/Apr/2008
7
23
0
0
0
0
0
0
0
0
0
0
58M-456
30T-97008
02/May/2008
1
3
0
0
0
0
0
0
0
0
0
0
58M-460
30T-03202
02/Jul/2008
0
0
0
0
12
30
0
0
0
0
0
0
58M-461
30T-88007
31/Jul/2008
0
0
0
0
0
0
0
0
15
32
0
0
58M-463
30T-96004
15/Aug/2008
21
70
0
0
0
0
0
0
0
0
0
0
58M-464
30T-96004
15/Aug/2008
10
33
0
0
0
0
0
0
0
0
0
0
58M-470
30T-06103
03/Dec/2008
4
13
0
0
0
0
0
0
0
0
0
0
58M-472
30T-01201
12/Dec/2008
51
170
0
0
0
0
0
0
0
0
0
0
58M-473
30T-01201
12/Dec/2008
37
124
0
0
0
0
0
0
0
0
0
0
58M-471
30T-01201
12/Dec/2008
59
197
0
0
0
0
0
0
0
0
0
0
58M-474
30T-01205
23/Dec/2008
26
87
12
40
6
15
0
0
0
0
0
0
58M-477
30T-05101
21/Jan/2009
1
3
0
0
0
0
0
0
0
0
1
3
58M-479
30T-03201
24/Mar/2009
17
57
0
0
0
0
0
0
0
0
0
0
WVLCP-483
30CDM-06206
30/Apr/2009
8
27
0
0
0
0
0
0
0
0
0
0
APPENDIX - D
Date Registered
Single
Single Population
Semi
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
Multi
Multi Population
Unspecified Units
Unspecified
Population
58M-483
30T-87004
28/Aug/2009
89
297
0
0
0
0
0
0
0
0
0
0
58M-484
30T-07401
01/Sep/2009
20
67
0
0
0
0
0
0
0
0
0
0
58M-486
30T-92010
14/Oct/2009
2
7
0
0
0
0
0
0
0
0
0
0
58M-488
30T-03203
02/Nov/2009
75
251
0
0
0
0
0
0
0
0
0
0
58M-487
30T-03203
02/Nov/2009
95
317
0
0
0
0
0
0
0
0
0
58M-496
30T-03701
21/Jun/2010
25
84
0
0
0
0
0
0
0
0
0
0
58M-497
30T-05201
06/Jul/2010
92
307
0
0
0
0
0
0
0
0
0
0
58M-498
30T-03103
08/Jul/2010
9
30
0
0
50
124
74
135
0
0
0
0
58M-499
30T-03102
12/Jul/2010
32
107
0
0
0
0
0
0
0
0
0
0
58M-501
30T-97008
09/Sep/2010
12
40
0
0
0
0
0
0
0
0
0
0
58M-502
30T-04204
13/Sep/2010
65
217
0
0
0
0
0
0
0
0
0
0
58M-503
30T-04204
14/Sep/2010
69
230
0
0
0
0
0
0
0
0
0
0
58M-504
30T-04208
17/Sep/2010
220
735
0
0
0
0
0
0
34
73
0
58M-505
30T-04209
17/Sep/2010
47
157
0
0
0
0
0
0
0
0
0
0
58M-506
30T-08401
14/Oct/2010
249
832
0
0
68
169
0
0
299
646
0
0
58M-507
30T-06104
15/Oct/2010
35
117
0
0
0
0
0
0
0
0
0
0
58M-508
30T-97015
05/Nov/2010
32
107
0
0
0
0
0
0
0
0
0
0
58M-510
30T-98701
19/Nov/2010
65
217
0
0
0
0
0
0
0
0
0
0
Plan
30T
Total Units
2,052
Total Population
20
6,849
671
67
1,857
1,667
694
3,398
0
0
559
1,498
1,749
Plan
Location
30T-85008
Beaverdale Rd
30T-88047
Franklin Blvd
30T-87004
West Hill Drive (now Ira
30T-87023
Salisbury Avenue
30T-89007
Single
Single Population
Semi
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
Multi
Multi Population
Unspecified Units
Unspecified
Population
78
261
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
50
92
0
0
0
0
0
0
0
0
0
0
0
0
142
307
0
0
73
244
0
0
0
0
0
0
0
0
0
0
Erbsville Rd
2
7
0
0
0
0
0
0
0
0
0
0
30T-88042
30T
88042
Glasgow St
0
0
0
0
0
0
0
0
0
0
58
182
30T-88045
Hidden Valley Rd
14
47
0
0
0
0
0
0
0
0
0
0
30T-88039
Myers Rd and Elgin St S
0
0
0
0
26
64
209
382
0
0
0
0
30T-88008
Avenue Rd
0
0
0
0
90
223
324
593
0
0
0
0
30T-91002
Erbsville Rd and Valhalla Cres
11
37
0
0
34
84
0
0
0
0
0
0
30T-86035
Homer Watson Blvd
24
80
0
0
0
0
677
1,239
153
330
0
0
30T-86036
Homer Watson Blvd
85
284
0
0
0
0
0
0
0
0
0
30T-90039
Laurelwood Dr/Erbsville Rd
0
0
0
0
28
69
0
0
0
0
0
0
30T-93015
Grand Ridge Dr and W River
1
3
0
0
0
0
0
0
0
0
0
0
30T-87033
Caryndale Dr
0
0
0
0
0
0
0
0
0
61
191
30T-91005
Forwell Rd and Lackner Blvd.
179
598
0
0
0
0
0
0
0
0
0
0
30T-93007
Homer Watson Blvd.
0
0
0
0
54
134
0
0
0
0
0
0
30T-94001
Highland Rd/ Rauch Court
0
0
14
47
0
0
0
0
0
0
0
0
30T-94009
Pioneer Tower W
40
134
0
0
0
0
0
0
0
0
0
0
30T-97003
Hillsboro Dr
50
167
0
0
0
0
0
0
0
0
6
19
30T-95004
Woolwich St
0
0
0
0
33
82
0
0
0
0
0
0
30T-92009
Everstone Avenue
17
57
0
0
0
0
0
0
0
0
0
0
745
0
30T-98402
Erb St and Father David
0
0
0
0
57
141
0
0
399
862
238
30T-97017
Erbsville Rd
0
0
0
0
0
0
0
0
0
0
113
0
354
30T-98201
Huron Rd
0
0
0
0
5
12
0
0
0
0
268
839
30T-96005
Fischer-Hallman Rd
0
0
0
0
0
0
0
0
0
0
770
2,410
30T-02205
Highland W Rd
0
30T-97008
Regional Rd No. 17
30T-01201
30T-02206
30T-03102
Dundas St, Main St
30T-96004
381 Pioneer Tower Rd
30T-06101
Main St East and Nottingham
30T-05701
Fountain St N./Victoria St N.
30T-05201
former Eby Estate
30T-04204
30T-06103
0
0
0
0
0
0
0
0
0
0
0
94
314
53
177
0
0
0
0
0
0
0
0
Huron Rd & Fischer-Hallman
0
0
0
0
0
0
0
0
94
203
241
754
Lackner Blvd
0
0
0
0
0
0
0
0
514
1,110
0
0
236
788
0
0
11
27
247
452
0
0
0
0
28
94
0
0
0
0
0
0
0
0
0
0
13
43
0
0
0
0
0
0
0
0
0
69
230
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
187
585
374 Tilt Dr
0
0
0
0
0
0
0
0
42
91
179
560
Guelph Avenue & Black
2
7
0
0
0
0
0
0
0
0
0
0
0
30CDM-03204
224-226 & 2-10 Sims Estate
23
77
0
0
0
0
0
0
0
0
0
0
30CDM-07102
386 River Rd
15
50
0
0
0
0
0
0
0
0
0
0
30T-05102
Water St
74
247
16
53
0
0
0
0
0
0
0
0
30T-07402
Lucerne Avenue
45
150
0
0
0
0
0
0
0
0
0
0
30T-05402
250 Wilmot Line
297
992
26
87
70
174
0
0
104
225
30
94
30T-97024
Waterloo W Side
611
2,041
0
0
33
82
0
0
0
0
8
25
30T-05403
340 Wilmot Line
290
969
48
160
34
84
0
0
58
125
10
31
APPENDIX - D
Draft Approved Units - Continued
Plan
Location
Single
Single Population
Semi
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
Multi
Multi Population
Unspecified Units
Unspecified
Population
30CDM-06403
745 University Ave E
7
23
0
0
0
0
0
0
0
0
0
0
30T-02201
Sylvia St - Bridgeport East
3
10
0
0
0
0
0
0
0
0
0
0
30T-06201
56 Pioneer Tower Rd
30
100
0
0
0
0
0
0
0
0
0
0
30T-08203
1388 New Dundee Rd
589
1,967
0
0
0
0
0
0
999
2,158
0
30T-07204
Dodge Dr
121
404
0
0
48
119
0
0
44
95
0
0
30T-04403
Wideman Rd
39
130
0
0
0
0
0
0
0
0
4
13
30T-06203
Stauffer Dr at Groh Dr
0
0
0
0
0
0
0
0
109
235
204
639
30T-07205
Plains Rd, Fischer Hallman
0
0
0
0
115
285
0
0
0
0
665
2,081
30T-04210
Woolwich St/Falconridge Dr
364
1,216
0
0
38
94
0
0
0
0
0
0
30T-07202
New Dundee Rd
210
701
0
0
0
0
0
0
0
0
198
620
30T-07203
South of Stauffer and east of
160
534
0
0
0
0
0
0
36
78
23
72
30T-09101
120 Branchton Rd
18
60
0
0
0
0
0
0
0
0
0
30T-07104
Bismarck Dr
29
97
0
0
0
0
0
0
0
0
0
30T-10201
771 Huron Road
10
33
0
0
72
179
0
0
0
0
0
0
0
0
0
0
0
0
125
229
0
0
0
0
American Standard
Total Units
3,951
Total Population
157
13,196
0
748
524
1,632
1,853
2,694
2,987
Single
Single Population
Semi
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
14
47
1
3
51
126
1,414
2,588
0
0
1
3
0
0
0
0
1087N
0
0
0
0
0
0
6
11
1138N
0
0
1
3
0
0
0
0
1242N
1
3
1
3
0
0
0
0
1417N
0
0
0
0
10
25
0
0
1451
1
3
0
0
0
0
0
0
172N
0
0
1
3
0
0
0
0
1829
0
0
1
3
0
0
0
0
230N
0
0
1
3
0
0
0
0
262N
0
0
0
0
0
0
34
62
308N
0
0
2
7
0
0
0
0
30T-05102
1
3
0
0
0
0
0
0
30T-97008
3
10
0
0
0
0
0
0
376N
0
0
1
3
0
0
0
401N
0
0
0
0
0
0
1
2
402N
0
0
0
0
0
0
114
209
428N
0
0
1
3
0
0
0
0
442S
1
3
0
0
0
0
0
0
491N
0
0
0
0
0
0
55
101
494N
0
0
0
0
0
0
45
82
Plan
no plan specified
1040N
0
496N
0
0
0
0
0
0
72
132
507N
0
0
0
0
0
0
136
249
511N
1
3
0
0
0
0
0
0
515N
0
0
0
0
0
0
18
33
521S
0
0
0
0
0
0
1
2
578N
0
0
1
3
0
0
0
0
589N
0
0
1
3
0
0
0
58M-127
0
0
1
3
0
0
0
0
58M-132
0
0
0
0
0
0
105
192
58M-135
1
3
0
0
0
0
0
0
58M-165
1
3
0
0
0
0
0
0
0
58M-190
0
0
0
0
5
12
0
0
58M-241
0
0
0
0
6
15
0
0
0
58M-252
2
7
0
0
0
0
0
58M-278
12
40
0
0
0
0
0
0
58M-321
0
0
0
0
0
0
133
243
58M-327
1
3
0
0
0
0
0
0
58M-328
1
3
0
0
0
0
0
0
58M-330
1
3
0
0
0
0
0
0
58M-335
0
0
0
0
18
45
0
0
58M-338
4
13
0
0
0
0
0
0
58M-339
6
20
0
0
0
0
0
0
0
0
3,263
5,819
10,214
APPENDIX - D
Single
Single Population
Semi
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
58M-347
2
7
0
0
4
10
0
0
58M-348
4
13
0
0
0
0
0
0
58M-356
2
7
0
0
22
55
0
0
58M-364
13
43
0
0
0
0
0
0
58M-365
2
7
0
0
0
0
0
0
58M-367
3
10
0
0
23
57
0
0
58M-374
0
0
1
3
0
0
0
0
58M-389
1
3
0
0
0
0
0
0
58M-391
1
3
0
0
0
0
0
58M-392
2
7
0
0
1
2
0
0
58M-393
13
43
0
0
0
0
0
0
58M-394
0
0
4
13
0
0
0
0
58M-400
4
13
0
0
0
0
0
0
58M-408
1
3
0
0
0
0
0
0
58M-409
1
3
0
0
0
0
0
0
58M-411
3
10
0
0
0
0
0
0
58M-412
3
10
0
0
0
0
0
0
58M-415
6
20
0
0
0
0
0
0
58M-417
1
3
0
0
0
0
0
0
58M-419
1
3
0
0
0
0
0
0
58M-422
1
3
0
0
0
0
0
0
Plan
0
58M-426
6
20
0
0
0
0
0
0
58M-430
0
0
3
10
0
0
0
0
58M-431
0
0
1
3
0
0
0
0
58M-435
0
0
2
7
0
0
0
0
58M-438
1
3
0
0
0
0
0
0
58M-442
1
3
0
0
0
0
0
0
58M-444
2
7
0
0
0
0
0
0
58M-445
7
23
0
0
0
0
0
0
58M-448
1
3
0
0
0
0
0
0
58M-450
8
27
0
0
0
0
0
0
58M-451
16
53
0
0
0
0
0
0
58M-452
0
0
0
0
4
10
0
0
58M-454
6
20
0
0
0
0
0
0
58M-456
24
80
0
0
0
0
0
0
58M-457
1
3
0
0
0
0
0
0
58M-463
3
10
0
0
0
0
0
0
58M-464
1
3
0
0
0
0
0
0
58M-471
8
27
0
0
0
0
0
0
58M-472
6
20
0
0
6
15
0
0
58M-473
1
3
0
0
0
0
0
0
58M-474
16
53
6
20
8
20
0
0
58M-477
5
17
0
0
0
0
0
0
58M-478
1
3
0
0
0
0
0
0
58M-479
21
70
0
0
20
50
0
0
58M-480
0
0
0
0
0
0
39
71
58M-481
1
3
0
0
0
0
0
0
58M-483
16
53
0
0
0
0
0
0
58M-484
2
7
0
0
0
0
0
0
58M-493
8
27
0
0
0
0
0
0
58M-494
13
43
0
0
0
0
0
0
58M-496
5
17
0
0
0
0
0
0
58M-497
23
77
0
0
0
0
0
0
58M-498
10
33
0
0
12
30
0
0
58M-499
54
180
0
0
0
0
0
0
58M-500
1
3
0
0
0
0
0
0
58M-501
31
104
0
0
42
104
0
0
58M-502
92
307
0
0
0
0
0
0
58M-507
14
47
0
0
0
0
0
0
58M-509
60
200
0
0
0
0
0
0
58M-510
3
10
0
0
0
0
0
0
APPENDIX - D
Single
Single Population
Semi
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
Coll
Collective
Population
58M-55
0
0
0
0
23
57
0
0
0
0
716S
0
0
0
0
18
45
61
112
0
0
717N
0
0
0
0
0
0
1
2
0
0
741N
0
0
0
0
0
0
24
44
0
0
784N
0
0
0
0
5
12
0
0
0
0
841N
0
0
1
3
0
0
0
0
0
0
849N
0
0
1
3
0
0
0
0
0
0
945N
1
3
0
0
0
0
0
0
0
0
954
0
0
0
0
0
0
36
66
0
0
WVLCP-483
3
10
0
0
0
0
0
0
0
0
496N
0
0
0
0
0
0
0
0
27
27
1755
0
0
0
0
0
0
0
0
122
122
0
0
0
0
0
0
0
0
96
96
Plan
445S
Total Units
587
33
Total Population
1,961
278
110
2,295
689
57,026
245
4,200
245
Baden/New Hamburg
Water Service Area
58M-432
58M-401
58M-468
58M-491
E R'S
SNYD
E
SNYD
58M-382
58M-432
RD W
N
GI
FO
ER
IG
FZ
NA
58M-492
U
N
D
R
Y
S
G
H
IC
ER
RD
T
W
IL
RD
58M-386
DE
R'S R
O
T
C
EN
TR
E
R
D
LO
OS
T
58M-414
M
WA
T ER
58M-495
HW
58M-489
Y
7/
8
LEGEND
M
BLEA
S RD
Highway
Regional Road
Draft Approved Plan
EL
PE
Baden/New Hamburg Water Service Area
HU
RO
N
ST
ST
Municipal Road
WVLCP-372
WVLCP-506
WVLCP-426
[
30CDM-01601
WVLCP-465
K
AL
W
ER
RD
Produc ed by:
0
0.3
0.6
Kilometers
1.2
APPENDIX - D
Baden-New Hamburg Water Service Area
Plan
30T
Date Registered
Semi
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
Multi
Unspecified
Population
WVLCP-372
30CDM-01601
10/Dec/2002
1
2
0
0
0
0
0
0
0
0
0
0
58M-382
30T-94021
05/Jan/2006
1
3
0
0
0
0
0
0
0
0
0
0
58M-386
30T-04601
03/Feb/2006
1
3
0
0
0
0
0
0
0
0
0
0
WVLCP-426
30CDM-01601
10/Mar/2006
9
18
0
0
0
0
0
0
0
0
0
0
58M-401
30T-94021
06/Jun/2006
3
10
0
0
0
0
0
0
0
0
2
6
58M-414
30T-91006
10/Aug/2006
108
361
2
7
4
10
0
0
0
0
0
0
58M-432
30T-94021
17/Jan/2007
37
124
0
0
0
0
0
0
0
0
0
0
WVLCP-465
30CDM-01601
28/Aug/2008
3
6
0
0
0
0
0
0
0
0
0
0
58M-468
30T-94021
16/Oct/2008
60
200
0
0
0
0
0
0
0
0
0
0
58M-489
30T-05601
12/Nov/2009
35
117
0
0
0
0
0
0
0
0
0
0
58M-491
30T-04603
08/Dec/2009
70
234
0
0
0
0
0
0
0
0
0
0
58M-492
30T-06601
15/Dec/2009
36
120
4
13
13
32
0
0
0
0
0
0
58M-495
30T-87005
19/May/2010
62
207
0
0
0
0
0
0
0
0
0
0
WVLCP-506
30CDM-01601
01/Sep/2010
47
94
0
0
0
0
0
0
0
0
0
0
Total Units
473
6
Total Population
1,499
17
20
0
42
0
0
2
0
6
Plan
Location
30CDM-01601 Haysville Rd
266
Total Units
532
266
Semi
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
Multi
0
0
0
0
0
0
0
0
Total Population
532
0
0
0
0
0
0
0
Semi
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
Coll
Collective
Population
no plan specified
0
0
6
20
4
10
0
0
0
0
58M-382
2
7
0
0
0
0
0
0
0
0
58M-401
2
7
0
0
0
0
0
0
0
0
58M-414
2
7
0
0
0
0
0
0
0
0
58M-432
3
10
0
0
0
0
0
0
0
0
58M-468
9
30
0
0
0
0
0
0
0
0
58M-489
13
43
0
0
22
55
0
0
0
0
58M-492
13
43
2
7
0
0
0
0
0
0
58M-495
6
20
0
0
0
0
0
0
0
0
627N
1
3
0
0
0
0
0
0
0
0
WVLCP-372
1
2
0
0
0
0
0
0
0
0
WVLCP-426
4
8
0
0
0
0
0
0
0
0
WVLCP-465
4
8
0
0
0
0
0
0
0
0
WVLCP-506
7
14
0
0
0
0
0
0
0
0
Total Units
67
8
Total Population
202
26
27
0
64
2,393
BADEN-NEW HAMBURG WATER SERVICE AREA
0
0
Unspecified
Population
0
0
0
Plan
0
0
0
S
TRU
Ayr
Water Service Area
R
SLE
LEGEND
RD
Highway
Regional Road
Municipal Road
Draft Approved Plan
Ayr Water Service Area
30T-06301
N
O
R
TH
U
M
B
ER
LA
N
L
WRIG
D
MAI
ST
N ST
SCO
TT
D
EY R
ST
ST
STANLEY
58M-446
58M-91
S
TRU
58M-440
RD
ST
SWA N
R
SLE
30T-05301
[
Produc ed by:
0
0.25
0.5
Kilometers
1
APPENDIX - D
Ayr Water Service Area
Plan
30T
Date Registered
Semi
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
Multi
Unspecified
Population
58M-91
30T-92004
20/Oct/1998
1
3
0
0
0
0
0
0
0
0
0
0
58M-440
30T-05301
27/Jun/2007
32
107
0
0
0
0
0
0
0
0
0
0
58M-446
30T-05301
06/Nov/2007
65
217
0
0
0
0
0
0
0
0
0
0
Total Units
98
0
Total Population
327
0
0
0
0
0
0
0
0
0
Plan
Location
30T-05301
Hilltop Community
30T-06301
30 Scott St
Total Units
Semi
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
Multi
49
164
40
134
63
156
0
0
0
0
0
0
177
591
0
0
18
45
0
0
41
89
0
0
226
40
Total Population
755
81
0
134
201
41
0
0
89
Plan
Semi
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
Coll
Collective
Population
58M-440
5
17
0
0
0
0
0
0
0
0
58M-446
7
23
0
0
0
0
0
0
0
0
682S
2
7
0
0
0
0
0
0
0
0
Total Units
14
0
Total Population
Unspecified
Population
47
0
0
0
0
1,553
AYR WATER SERVICE AREA
0
0
0
0
Wellesley
Water Service Area
LEGEND
Highway
Regional Road
Municipal Road
Draft Approved Plan
Wellesley Water Service Area
HU
T
CH
ISO
N
RD
58M-380
QUE E N'S
B US H RD
58M-441
58M-312
NA F Z IGE
R
RD
1454N
30T-05501
58M-476
30T-06501
GE RB ER RD
[
Produc ed by:
0
125
250
Meters
500
APPENDIX - D
Wellesley Water Service Area
Plan
30T
Date Registered
Semi
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
Multi
Unspecified
Population
1454N
30T-75500
01/Nov/1978
4
13
0
0
0
0
0
0
0
0
0
0
58M-312
30T-96002
14/Apr/2004
5
17
0
0
0
0
0
0
0
0
0
0
58M-380
30T-04501
21/Dec/2005
5
17
0
0
0
0
0
0
0
0
1
3
58M-441
30T-05503
13/Jul/2007
0
0
4
13
0
0
0
0
0
0
0
0
58M-476
30T-05501
12/Jan/2009
69
230
0
0
0
0
0
0
0
0
0
0
Total Units
83
4
Total Population
277
0
0
13
0
0
0
1
0
3
Plan
Location
30T-05501
Gerber Rd
11
37
30T-06501
Gerber Rd/greenwood Hill Rd
25
84
Total Units
36
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
Multi
0
0
0
0
0
0
0
0
0
0
10
33
0
0
0
0
0
0
0
0
Semi
10
Total Population
121
0
0
33
0
0
0
0
0
Plan
Semi
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
Coll
Collective
Population
58M-312
3
10
0
0
0
0
0
0
0
0
58M-380
10
33
0
0
0
0
0
0
0
0
58M-441
0
0
2
7
0
0
0
0
0
0
58M-476
7
23
0
0
0
0
0
0
0
0
Total Units
20
2
Total Population
67
0
7
0
0
521
WELLESLEY WATER SERVICE AREA
0
0
Unspecified
Population
0
0
HE RR GO
TT
RD
St. Clements
Water Service Area
1541N
58M-405
LOB SI NGE
R LIN E
LEGEND
Highway
Regional Road
Municipal Road
St. Clements Water Service Area
[
Produc ed by:
0
125
250
Meters
500
APPENDIX - D
St Clements Water Service Area
1541N
30T-81010
Date Registered
30/Jun/1982
58M-405
30T-05502
26/Jun/2006
Plan
30T
Total Units
5
17
3
10
8
Semi
0
Semi Population
0
TH
0
Townhouse
Population
0
Apt
0
Apartment
Population
0
Multi
0
0
0
0
0
0
0
0
0
Total Population
27
0
0
0
0
0
0
0
0
0
0
Unspecified
Population
0
0
0
0
0
Plan
Location
Total Units
0
Semi
Semi Population
0
Total Population
0
TH
Townhouse
Population
0
0
Apt
Apartment
Population
0
0
Multi
0
0
0
0
Plan
58M-405
3
Total Units
10
3
Semi
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
Coll
Collective
Population
0
0
0
0
0
0
0
0
0
Total Population
10
0
0
0
0
37
ST CLEMENTS WATER SERVICE AREA
0
0
Unspecified
Population
0
0
APPENDIX - D
Conestoga Golf Course Water Service Area
Plan
30T
Date Registered
58M-315
30T-95019
19/May/2004
Total Units
0
0
0
Semi
Semi Population
TH
Townhouse
Population
Apt
Apartment
Population
Multi
3
10
0
0
0
0
0
3
Total Population
0
0
10
0
0
0
0
0
0
Unspecified
Population
0
0
0
0
Plan
Location
Total Units
0
Semi
Semi Population
0
Total Population
0
TH
Townhouse
Population
0
0
Apt
Apartment
Population
0
0
Multi
0
0
0
0
Plan
Total Units
0
Semi Population
0
Total Population
Semi
0
TH
Townhouse
Population
0
0
Apt
Apartment
Population
0
0
10
CONESTOGA GOLF COURSE WATER SERVICE AREA
Coll
Collective
Population
0
0
0
0
Unspecified
Population
0
0
APPENDIX E
Sample Calculations
26
WASTEWATER SAMPLE CALCULATIONS
SAMPLE WASTEWATER TREATMENT PLANT ANNUAL WASTEWATER FLOWS AND COMMITMENTS
A
B
C*
D=AxC
E
AVERAGE DAY
F=D+E
G
H=G-F
I=H/C
PROJECTED
MEASURED
AVERAGE FLOW PER
PROJECTED
YEAR
POP.
FLOW (m3/d)
FLOW (m3/d)
FLOWS PLUS
SYSTEM
REMAINING
REMAINING
COMMITMENTS (m3/d)
CAPACITY (m3/d)
CAPACITY (m3/d)
CAPACITY (People)
2001
A1
B1
2002
A2
B2
0.0000
#N/A
G1
0.0000
#N/A
2003
A3
G2
B3
0.0000
#N/A
2004
G3
A4
B4
0.0000
#N/A
G4
2005
A5
B5
C5
=A5 x C5
E5
=D5 + E5
G5
=G5 - F5
=H5 / C5
2006
A6
B6
C6
=A6 x C6
E6
=D6 + E6
G6
=G6 - F6
=H6 / C6
2007
A7
B7
C7
=A7 x C7
E7
=D7 + E7
G7
=G7 - F7
=H7 / C7
COMMITMENTS (m3/d)
2008
A8
B8
C8
=A8 x C8
E8
=D8 + E8
G8
=G8 - F8
=H8 / C8
2009
A9
B9
C9
=A9 x C9
=B9 x D9
=D9 + E9
G9
=G9 - F9
=H9 / C9
2010
A10
B10
C10
=A10 x C10
=B10 x D10
=D10 + E10
G10
=G10 - F10
=H10 / C10
2011
A11
0
C11
=A11 x C11
#N/A
G11
=G11 - F11
=H11 / C11
2012
A12
Refer0
C12
=A12
A12 x C12
#N/A
G12
=G12
G12 - F12
=H12
H12 / C12
2013
A13
C13
=A13 x C13
#N/A
G13
=G13 - F13
=H13 / C13
2014
A14
0
C14
=A14 x C14
#N/A
G14
=G14 - F14
=H14 / C14
2015
A15
0
C15
=A15 x C15
#N/A
G15
=G15 - F15
=H15 / C15
2016
A16
0
C16
=A16 x C16
#N/A
G16
=G16 - F16
=H16 / C16
2017
A17
0
C17
=A17 x C17
#N/A
G17
=G17 - F17
=H17 / C17
2018
A18
0
C18
=A18 x C18
#N/A
G18
=G18 - F18
=H18 / C18
2019
A19
0
C19
=A19 x C19
#N/A
G19
=G19 - F19
=H19 / C19
2020
A20
0
C20
=A20 x C20
#N/A
G20
=G20 - F20
=H20 / C20
2021
A21
0
C21
=A21 x C21
#N/A
G21
=G21 - F21
=H21 / C21
To
Section 02.5 For
WASTEWATER TREATMENT PLANTS
SAMPLE WASTEWATER TREATMENT PLANT
AVERAGE FLOWS PLUS COMMITMENTS (m3/d) - COLUMN 'F'
AVERAGE FLOW (m3/d) - COLUMN 'D'
140,000
ADJUSTED FLOW (m3/d)
SYSTEM CAPACITY
120,000
M3/DAY
100,000
ADJUSTED FLOW
AVERAGE FLOW PLUS
80,000
PROJECTED FLOW
60,000
60 000
40,000
MEASURED FLOW
20,000
0
2001
2002
2003
2004
2005
2006
2007
2008
2009
2010
2011
2012
YEAR
WASTEWATER TREATMENT PLANTS
2013
2014
2015
2016
2017
2018
2019
2020
2021
WATER SAMPLE CALCULATIONS
SAMPLE ANNUAL FLOWS AND COMMITMENTS ANNUAL FLOWS AND COMMITMENTS
A
B
C
D*
E=BxD
F
G*
AVERAGE DAY
H=AxG
I
PROJECTED
COMMITMENTS
3
COMMITMENTS (m /d)
MAXIMUM WEEK
PROJECTED MAX
SYSTEM
REMAINING
REMAINING
DAY FLOWS PLUS
CAPACITY
CAPACITY
CAPACITY
(m /d)
3
(m /d)
3
(People)
YEAR
POP.
POP.
FLOW (m /d)
2001
A1
B1
C1
2002
A2
B2
C2
2003
A3
B3
2004
A4
2005
A5
2006
A6
B6
C6
D6
=B6 x D6
F6
G6
=A6 x G6
I6
=H6 + I6
K6
=K6 - J6
=L6 / G6
2007
A7
B7
C7
D7
=B7 x D7
F7
G7
=A7 x G7
I7
=H7 + I7
K7
=K7 - J7
=L7 / G7
2008
A8
B8
C8
D8
=B8 x D8
F8
G8
=A8 x G8
I8
=H8 + I8
K8
=K8 - J8
=L8 / G8
2009
A9
B9
C9
D9
=B9 x D9
F9
G9
=A9 x G9
I9
=H9 + I9
K9
=K9 - J9
=L9 / G9
2010
A10
B10
C10
D10
=B10 x D10
G10
=A10 x G10
2011
A11
B11
0
D11
=B11 x D11
0
G11
=A11 x G11
#N/A
K11
#N/A
#N/A
2012
A12
B12
D12
=B12 x D12
0
G12
=A12 x G12
#N/A
K12
#N/A
#N/A
2013
A13
B13
D13
=B13 x D13
0
G13
=A13 x G13
#N/A
K13
#N/A
#N/A
2014
A14
B14
D14
=B14 x D14
0
G14
=A14 x G14
#N/A
K14
#N/A
#N/A
2015
A15
B15
0
D15
=B15 x D15
0
G15
=A15 x G15
#N/A
K15
#N/A
#N/A
2016
A16
B16
0
D16
=B16 x D16
0
G16
=A16 x G16
#N/A
K16
#N/A
#N/A
2017
A17
B17
0
D17
=B17 x D17
0
G17
=A17 x G17
#N/A
K17
#N/A
#N/A
2018
A18
B18
0
D18
=B18 x D18
0
G18
=A18 x G18
#N/A
K18
#N/A
#N/A
2019
A19
B19
0
D19
=B19 x D19
0
G19
=A19 x G19
#N/A
K19
#N/A
#N/A
2020
A20
B20
0
D20
=B20 x D20
0
G20
=A20 x G20
#N/A
K20
#N/A
#N/A
2021
A21
B21
0
D21
=B21 x D21
0
G21
=A21 x G21
#N/A
K21
#N/A
#N/A
3
3
AVERAGE FLOW PER
M=L/G
MEASURED
3
3
0.0000
F1
0.0000
#N/A
K1
#N/A
#N/A
0.0000
F2
0.0000
#N/A
K2
#N/A
#N/A
C3
0.0000
F3
0.0000
#N/A
K3
#N/A
#N/A
B4
C4
0.0000
F4
0.0000
#N/A
K4
#N/A
#N/A
B5
C5
D5
F5
G5
=H5 + I5
K5
=K5 - J5
=L5 / G5
=B5 x D5
*See Section 2.4 for an explanation of the Average Flow Per Capita Per Day in Column 'D' and 'G'
WATER SUPPLY SYSTEMS
FLOW (m /d)
=A5 x G5
(m /d)
3
FLOW (m /d)
Refer to
0
Section
2.4
For0More
0
Information
FLOW (m /d)
MEASURED
L=K-J
WINTER
3
PROJECTED
K
SUMMER
3
AVERAGE FLOW PER
J=H+I
I5
K10
MAX DAY MEASURED FLOW (m3/d) - COLUMN 'F'"
SAMPLE
SYSTEM CAPACITY (m3/d) - COLUMN 'K'
PROJECTED MAX DAY FLOWS PLUS COMMITMENTS (m3/d) - COLUMN 'J'
350,000
PROJECTED MAX DAY FLOW (m3/d) - COLUMN 'H'
SYSTEM CAPACITY
300,000
PROJECTED FLOW PLUS
COMMITED FLOW
M3/DAY
AY
250,000
PROJECTED FLOW
200,000
MAX DAY MEASURED FLOW
150,000
AVG DAY MEASURED FLOW
100,000
50,000
0
2001
2002
2003
2004
2005
2006
2007
2008
2009
2010
2011
2012
YEAR
WATER SUPPLY SYSTEMS
2013
2014
2015
2016
2017
2018
2019
2020
2021

water and wastewater monitoring report

Transcription

Similar documents

HERE - Paughco

of City Kitchener Waterloo City City of of Cambridge

AGRICULTURAL AND INDUSTRIAL AGRICOLE ET

Membership Directory 2003

Sarasota - Southwest Florida Regional Planning Council