2005 ANNUAL
DRINKING WATER QUALITY REPORT
City of Bedford Municipal Water System
¨
Meets all
drinking water standards
¨
Is continuously tested
¨
Is safe to drink
The
City of Bedford Water Treatment System is pleased to present to you this Annual
Drinking Water Quality Report for 2005.
This report is designed to inform you about the quality water and
services we deliver to you every day.
Our constant goal is to provide you with a safe and dependable supply of
drinking water. We want you to understand
the efforts we make to continually improve the water treatment process and
protect our water resources. We are
committed to ensuring the safety and quality of your water.
TYPE AND SOURCE OF OUR WATER SUPPLY
Our main water source is the
Stoney Creek Reservoir located in Bedford County, which is a surface water
source. We have a supplemental source
located in Bedford County that is used presently during periods of dry weather
and could be utilized in the future as demand increases. A source water assessment
of our system was conducted in 2002 by the Virginia Department of Health. The sources were determined to be of high
susceptibility to contamination, using the criteria developed by the state in
its approved Source Water Assessment Program.
The assessment report consists of
maps showing the source water assessment area, an inventory of known land use
activities of concern, and documentation of any known contamination within the
last 5 years. The report is available by
contacting your water system representative at the phone number or address
given elsewhere in this drinking water quality report.
STRIVING FOR EXCELLENCE
We are pleased to report that our
drinking water is safe and meets federal and state requirements. This report shows our water quality and what
it means. If you have any questions
about this report or concerning your water utility, please contact your Water
Treatment Facility Superintendent at 586-7197 during the hours of 8:00 a.m. to
4:00 p.m., Monday through Friday. We
want our valued customers to be informed about their water utility. If you want to learn more, please attend any
of our regularly scheduled council meetings.
They are held on the second and fourth Tuesday at 7:30 p.m. each month
in the City of Bedford Council chambers located in the City of Bedford
Municipal Building.
The City of Bedford Water
Treatment System routinely monitors for constituents in your drinking water according
to Federal and State laws. The following
table shows the results of our monitoring for detected contaminants for the
period of January 1st to December 31st, 2005.
We are allowed to monitor for certain regulated contaminants less often
than once a year. Where this is
applicable in the table, it will be noted.
All drinking water, including bottled drinking water, may be reasonably
expected to contain at least small amounts of some constituents. It’s important to remember that the presence
of these constituents does not necessarily pose a health risk.
In the following table you will find many terms and
abbreviations you might not be familiar with.
To help you better understand these terms we’ve provided the following
definitions:
Parts per million (ppm) or Milligrams per
liter (mg/l)-one
part per million corresponds to one minute in two years or a single penny in
$10,000.
Parts per billion (ppb) or Micrograms per
liter - one part
per billion corresponds to one minute in 2,000 years, or a single penny in
$10,000,000.
Picocuries per liter (pCi/L) - picocuries per liter is a
measure of the radioactivity in water.
Nephelometric Turbidity Unit (NTU) - nephelometric turbidity
unit is a measure of the clarity of water.
Turbidity in excess of 5 NTU is just noticeable to the average person.
Action Level (AL) - the concentration of a
contaminant which , if exceeded, triggers treatment or other requirements which
a water system must follow.
Maximum Contaminant Level - The “Maximum Allowed” (MCL) is the highest level of a contaminant
that is allowed in drinking water. MCLs
are set as close to the MCLGs as feasible using the best available treatment
technology.
Maximum Contaminant Level Goal - The “Goal” (MCLG) is the level of a contaminant in drinking water below which there is
no known or expected risk to health.
MCLGs allow for a margin of safety.
FACTS & FIGURES
The City of Bedford Water Treatment System is required to
test for over 75 constituents to make sure that the water you drink is
safe. We are pleased to report that for
the calendar year 2005, the water delivered to your homes and businesses
complied with all state and federal requirements. The regulated constituents shown were
detected in our finished drinking water as analyzed between January 1 and
December 31, 2005. Finished water is the water that leaves our treatment plant
and is distributed throughout the system.
|
Contaminant
|
Violation
Y/N
|
Level
Detected
|
Range
|
% Meeting
Requirements
|
Unit
Measurement
|
MCL
|
MCLG
|
Likely Source of Contamination
|
|
1. Fluoride
|
N
|
0.90
Average
|
0.77 to
1.15
|
100%
|
ppm
|
4
|
4
|
Erosion
of natural deposits, water additive
which promotes strong teeth
|
|
2. Finished Water Turbidity
|
N
|
0.32
|
0.03 to 0.32
|
100%
|
NTU
|
1.00
|
N/A
|
Soil
run off
|
|
3. Copper Sampled during August, 2005
|
N
|
0.054 90th Percentile, 0 of 20
samples exceeded action level
|
< 0.050 to 0.536
|
100%
|
ppm
|
AL = 1.3
|
1.3
|
Corrosion
of household plumbing systems; erosion of natural deposits
|
|
Contaminant
|
Violation
Y/N
|
Level
Detected
|
Range
|
% Meeting
Requirements
|
Unit
Measurement
|
MCL
|
MCLG
|
Likely Source of Contamination
|
|
4. Lead Sampled during August, 2005
|
N
|
< 5 90th Percentile, 1 of 20
samples exceeded action level
|
< 5 to
76.7
|
100%
|
ppb
|
AL = 15
|
0
|
Corrosion
of household plumbing systems, erosion of natural deposits
|
|
5. Total Organic
Carbon –
Removal Ratio
|
N
|
1.0
Actual Annual Removal Ratio
|
1.0 to
1.0
|
100%
|
ratio
|
1.0
Annual Removal Ratio
|
NA
|
Naturally
present in the environment
|
|
6. Alpha emitters
pCi / L
Sampled May 2001
|
N
|
0.3
|
|
100%
|
pCi / L
|
15
|
0
|
Erosion
of natural deposits
|
|
7. Combined
Radium
pCi / L
Sampled May 2001
|
N
|
0.5
|
|
100%
|
pCi / L
|
5
|
0
|
Erosion
of natural deposits
|
|
8. Chlorine
|
N
|
2.1
|
0.8 to
2.1
|
100%
|
mg/L
|
4
|
4
|
Water
addititive to control microbes
|
|
9. Total
Trihalomethanes
|
N
|
55
Running Annual Average
|
44 to
55
|
100%
|
ppb
|
80
Running Annual Average
|
NA
|
By-product
of drinking water chlorination
|
|
10. Total Haloacetic
Acids (5)
|
N
|
38
Running Annual Average
|
32 to
38
|
100%
|
ppb
|
60
Running Annual Average
|
NA
|
By-product
of drinking water chlorination
|
|
11. Aluminum
|
N
|
0.14
|
|
|
mg/L
|
Secondary
|
Secondary
|
| |