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Water Use and Wastewater in
the Georgia Basin
an indicator of resource sustainability |
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DATA SET
The following data are from Environment Canada's, Municipal Water Use
Data. The data on wastewater treatment also includes data from
the BC Ministry of Water, Land and Air Protection for an additional treatment
category called preliminary treatment.
As a result some of the wastewater treatment data categorized as primary
treatment has been reclassified as preliminary treatment in this indicator.
The data are based on survey results voluntarily submitted by individual
municipal water and sewage systems within municipal areas (i.e. municipalities
greater than 1000 people) serving more than 200 people. The water data
include all water sources except private individual ground water supplies. Cautionary
Note: Some values submitted from one survey to the next appear to
be repeated and appear in the database. Therefore, the database may
under estimate the changes in water use and wastewater treatment quantities
between surveys. In addition, the number of municipalities reporting varies
as does the timing of the survey results submitted within the survey year.
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Table 1. Municipal Water Use
in the Georgia Basin
Year |
Population1 |
Population Served2
|
ADF Water kL/day3 |
Water
Use per Capita, L/day4 |
1983 |
1,838,622 |
1,694,588 |
1,150,202 |
678.8 |
1986 |
1,915,329 |
1,750,033 |
1,266,261 |
723.6 |
1989 |
2,134,689 |
1,961,603 |
1,330,130 |
678.1 |
1991 |
2,290,970 |
2,061,394 |
1,385,182 |
672.0 |
1994 |
2,487,394 |
2,222,802 |
1,442,640 |
649.0 |
1996 |
2,688,095 |
2,463,383 |
1,453,603 |
590.1 |
1999 |
2,809,182 |
2,557,553 |
1,636,673 |
639.9 |
2001 |
2,884,020 |
2,622,216 |
1,619,989 |
617.8 |
1- From Statistics Canada Census
2 - The population in the municipality served by any water system except
private individual groundwater supplies. It does not include population
external to the municipality.
3 - The average daily flow of water used (ADF) based on estimates provided
by each municipality. It includes water used from all water sources. Water
provided to other municipalities is not included.
4 - The water used per capita is the average daily flow of water used
from all sources (ADF) multiplied by 1000 ( to convert kilolitres to litres)
and divided by the population served by any water system.
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Table 2. Average
Daily Flow (kilolitres/day) for Water Use and Treated Sewage in the
Georgia Basin, 1983-99
Year
|
ADF Water1
kL/day
|
ADFTrSewage2
kL/day
|
1983 |
1,150,202 |
823,251 |
1986 |
1,259,122 |
908,709 |
1989 |
1,321,691 |
1,176,157 |
1991 |
1,364,701 |
1,269,296 |
1994 |
1,412,459 |
1,154,522 |
1996 |
1,424,898 |
1,420,290 |
1999 |
1,593,433 |
1,333,844 |
1 - The average daily flow of water used (ADF) based on estimates provided
by each municipality. It includes water used from all water sources. Water
provided to other municipalities is not included.
2 - The average daily flow of treated sewage (ADFTr) based on estimates
provided by each municipality. It includes only the volume of sewage which
receives treatment.
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Table 3. Georgia Basin Municipal Population Served
by Different Levels of Wastewater
Treatment, 1983 - 1999
|
Year
|
Population
Served by Sewers1 |
Population
Served by Wastewater Treatment2 |
Percent
of Population with Wastewater Treatment3 |
Percent of Population Served by Different Levels
of Municipal Wastewater Treatment5
|
No Treatment |
Preliminary Treatment4 |
Primary Treatment |
Secondary Treatment |
Tertiary Treatment |
1983 |
1,564,787 |
1,510,174 |
96.5 |
3.5 |
8.0 |
80.2 |
8.3 |
0.0 |
1986 |
1,591,508 |
1,536,254 |
96.5 |
3.5 |
7.8 |
80.6 |
8.0 |
0.1 |
1989 |
1,828,476 |
1,789,216 |
97.9 |
2.1 |
7.7 |
76.7 |
13.3 |
0.1 |
1991 |
1,977,941 |
1,930,446 |
97.6 |
1.5 |
7.6 |
75.7 |
15.1 |
0.1 |
1994 |
2,132,293 |
2,090,958 |
98.1 |
1.1 |
7.5 |
75.6 |
15.5 |
0.3 |
1996 |
2,324,405 |
2,300,305 |
99.0 |
0.3 |
9.3 |
75.0 |
15.1 |
0.3 |
1999 |
2,365,802 |
2,342,187 |
99.0 |
0.3 |
8.5 |
36.2 |
54.5 |
0.5 |
1 - The population served by sewers is the population in the municipalities
served by any sewer system. It does not include population external to
the municipalities.
2 - The population in the municipalities served by any type of wastewater
treatment except private individual septic tanks, and/or tile fields.
It does not include population external to municipalities.
3 - The population served by wastewater treatment expressed as a percentage
of the population served by sewers.
4 - Preliminary treatment involves
screening or comminution/grinding and despite the fact it is a very minimal
treatment it is a recognized level of treatment in the sewage treatment
industry.
5 - The definitions for the different wastewater treatment levels are
given below. Note: Although in the Water Use Database (Environment Canada, 2005b) Waste Stabilization Pond
treatment is reported separately, it is included with secondary treatment
since it achieves an equal level of treatment. The wastewater treatment
levels data reported here were reviewed and approved by the BC Ministry
of Water, Land and Air Protection and Environment Canada, Pacific and
Yukon Region staff.
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Table 4. Total Daily Municipal Water
Use by Sector (kilolitres per day) for the Georgia Basin, 1991- 2001 1
|
1991 |
1994 |
1996 |
1999 |
2001 |
Residential |
829,069 |
945,077 |
981,108 |
1,065,284 |
1,057,679 |
Commercial, Industrial, Institutional
|
286,160 |
265,297 |
267,313 |
453,568 |
458,043 |
System Losses 2 |
55,821 |
66,769 |
73,403 |
121,601 |
104,270 |
1 - Survey data prior to 1991 were not used in the analysis since
many of the municipalities were unable to assign their water use to any
of the three sectoral uses.
2 - "System losses " category includes water lost through leakage and
unaccounted water uses such as firefighting, flushing pipes or water unable
to be assigned to sectoral categories.
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Table 5. Daily Municipal Water Use
per Capita (L/day/person) by Sector for the Georgia Basin, 1991- 2001 1
|
1991 |
1994 |
1996 |
1999 |
2001 |
Residential |
417.9 |
425.2 |
398.3 |
416.5 |
403.4 |
Commercial Industrial Institutional |
222.7 |
193.8 |
162.0 |
177.3 |
174.7 |
System Losses 2 |
28.1 |
30.0 |
29.8 |
47.5 |
39.8 |
1 - The water use per capita per sector was calculated using the amount
of water used per sector divided by the municipal population served by
a water system.
2 - "System losses " category includes water lost through leakage and
unaccounted water uses such as firefighting, flushing pipes or water unable
to be assigned to sectoral categories.
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Types
of Municipal Wastewater Treatment
Preliminary Treatment - It
is a physical process to remove larger debris by screening or to reduce
the size of solid objects and organic matter by comminution/grinding before
the wastewater effluent is discharged to the receiving environment. This
treatment level is a very minimal level of treatment closer to no treatment
than primary treatment but is a treatment level recognized in the sewage
treatment industry.
Primary Treatment - It consists of physical or mechanical operations
to remove large solid objects by screens (filters) and sediment and organic
matter in settling chambers. The objective of this treatment is to produce
an effluent quality with a biochemical oxygen demand (BOD5)
not exceeding 130 mg/L and a total suspended solids (TSS) not exceeding
130 mg/L. Note: Septic tanks are considered primary treatment.
Secondary Treatment - It is based on biological processes to remove
biodegradable organic matter and suspended solids from sewage using bacteria
and other microorganisms. Following this biological treatment, the effluent
undergoes settling to remove suspended solids. This treatment level removes
some of the phosphorus (8 - 25%) and nitrogen (10 - 30%). It produces
an effluent quality with a BOD5 not exceeding 45 mg/L and a
TSS not exceeding 45 mg/L.
Tertiary Treatment - It is an advanced level of treatment to remove
constituents of concern including nutrients, toxic compounds, and increased
amounts of organic matter and suspended solids. This level of treatment
is utilized when the effluent is discharged to a sensitive receiving environment
or in water reuse applications. The process can be accomplished using
a variety of physical, chemical, or biological treatment processes to
remove targeted pollutants.
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References used for the Water Use and Wastewater
Indicator:
- Environment Canada, 2005a. Municipal Water Use, 2001 Statistics. 2004 Municipal Water Use Report. Ottawa, Ontario.
- Environment Canada, 2005b. Municipal Water Use Data. Ottawa, Ontario. (available at http://www.ec.gc.ca/water/en/manage/use/e_data.htm).
- Environment Canada, 2001a. Tracking key environmental issues. Ottawa, Ontario.
- Environment Canada, 2001b. Municipal
water use and Municipal
wastewater treatment. National
Environmental Indicator Series. SOE Bulletin 2001-1. State of the
Environment Reporting Program, Environment Canada, Ottawa, Ontario.
- Environment Canada, 2001c.
The State of Municipal Wastewater Effluents in Canada. Indicators & Assessment Office, Environmental Conservation
Service, Environment Canada, Ottawa, Ontario. 67p.
- Environment Canada, 2001d.
Municipal
Water Pricing 1991 - 1999. Ottawa, Ontario.
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