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Contents ISSN-0835-605X, August/September 2003 Vol.16 No. 4, Issued September, 2003 w fS(&f invites articies (approx. 1000 words) on water, wastewater, hazardous waste treatment and other environmentai protection topics, if you are interested in submitting an articie for considera tion, please contact Steve Davey at steve@esemag.com. Piease note that Environmentai Science & Engineering Pubiications Inc. reserves the right to edit ali submissions without notice.
FEATURES
7
%
J>4
The day the earth was moved - a history of the environmental movement - Editorial comment by Tom Davey
12
Ocean explorer Jean-Michel Cousteau to open WEFTEC 2003
14
Guelph celebrates a century of wastewater treatment
18
Evaluating disinfection by-product formation and corrosion
22
The operator is a linchpin in treatment facilities
26
Mercury showers in the high Arctic under scrutiny
27
Recycled concrete pipe services fuel depot
30
Ontario faces drinking water supply challenges
32
Electrodialysis reversal (EDR) removes radium, nitrates and arsenic
34
36
Cured-in-place lining rehabilitates sewer access structures
Confronting employment challenges in the emerging environmental field
38
CSO problem solved with raked-bar screen technology
40
Composting increases capacity of NB landfill
42
PEPARTIVIENTS
Cover story - Continuous microfiltration ensures high quality drinking water
Feedback
10
Ad Index
25
Literature Reviews
72
Product Review
73
and sludge treatment
Classifieds
78
54
What is wrong with our air pollution strategies?
Environmental News
78
58
Vortex flow inserts eliminate manhole and pump station odours
Datepad
86
60
Proper stormwater management could combat West Nile Virus
Professional Cards
80
64
A review of recent PCB regulations
69
PCB elimination deadline approaches
44
Toronto undertakes the world's largest deep lake water cooling project
47
Landfill remediation using geosynthetics for stabilization
50
Potential operating savings through controlled wastewater
4 Environmental Science & Engineering,September 2003
i ^8
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1969
By Tom Davey,Editor
Earth Day was triumphantly pro
claimed by activists in 1970 as the "Birth ofthe Environmental Movement."
I do not believe
this to be so, but it was certainly the year students demonstrated their con cerns in mass rallies across North
America, giving the media a new focus on ecology. But even earlier, students from the University of Toronto had held a beautifully-staged mock funeral to mark The Death of the Don River, accompanied, no less, by a rendition of Chopin's Funeral March", the "mourn ers" wore funeral garb including top hats. As media events, both the Funeral and Earth Day were spectacu lar successes. For the first time, the environment became a cause celebre
with powerful political significance. The Funeral, paradoxically, marked
barrage of warnings which alarmed the general public. On the West Coast, Greenpeace emerged, beginning with a protest against atmospheric nuclear tests near
as wimps .
The unfortunate Brent Spar now began to emulate the mythical Flying Dutchman, forced to cruise the oceans
with its oil-burning tugs while facing rejection on land and sea. Ultimately it was towed to a fjord in Norway and been a theatrical event whose novelty' dismantled. It's likely the oil burned by yielded much media coverage, tugboats at sea towing such a massive Greenpeace developed a series of dar object would probably exceed the ing stunts which attracted media atten residual oil in the Brent Spar. But what tion on a global scale, eclipsing a coup for activism! Two of the most Madison Avenue's finest efforts. powerful countries in the world had When Shell attempted to sink the seen their international policies reshaped by non-elected activists. When fourteen people were ejected Students from the from Brent Spar, nine journalists were also ejected, a quite astonishing ratio. University of Toronto had held When reporting this story, I wondered in print that, if this trend persisted, a beautifully-staged mock future activists would soon bring their funeral to mark own individual journalists to cover their protests, much like today's film The Death ofthe Don River. stars have their own personal trainers.
the Aleutian Islands off Alaska. While Pollution Probe's mock funeral had
the birth of Pollution Probe which was
But even before this environmental
quickly to become a force to be reck oned with. Articulate university stu dents and professors, unburdened by the complex realities of either econom ics or environmental science, with a coterie of young reporters, quickly mutated into a new species - Eco-
redundant ocean oil storage rig, Brent Spar, Greenpeace created a world
feeding frenzy began, many significant
wide
activists - who created a series of
Major, who had succeeded Margaret Thatcher, described company officials
1968, Philip Jones, PEng., a professor at the University of Toronto, began drawing attention to the serious prob lems of eutrophication of our lakes and rivers. I interviewed him that year when he was seeking a reduction in the Qontinued overleaf...
stunts which were then reported with a
furor.
The
then
German
Chancellor, Helmut Kohl, asked the British to rescind their approval to sink
the oil rig. When Shell capitulated, for mer British Prime Minister, John
environmental advances were made. In
September 2003, Environmental Science & Engineering 7
.
Environmental Science
Essay
& Engineering Editor & Publisher
TOM DAVEY
E-mail: tom@esemag.com Managing Editor SANDRA DAVEY E-mail: sandra@esemag.ccm Sales Director
PENNY DAVEY
E-mail: penny@esemag.com Sales Representative DENISE SIMPSON E-mail: denise@esemag.ccm Circulation Manager VIRGINIA MEYER E-mail: virginia@esemag.com Design & Production CAROL SHELTON E-mail: carol@esemag.com President
STEVE DAVEY
E-mail: steve@esemag.com
Technical Advisory Board Jim Bishop
Stantec Consulting Ltd., Ontario
amount of phosphates put in laundry detergents, to reduce the amount enter ing our waterways. At that time, there were little or no nutrient removal facil
ities in wastewater treatment plants. He felt the problem had been com pounded when the universal use of washing machines allowed the wash ing process to be untouched by hand, permitting more powerful domestic detergent formulas to be introduced. The article was widely quoted by
George V. Crawford, P.Eng., M.A.Sc. CH2M HILL Canada Limited, Ontario
Bill De Angelis, P.Eng. AWS Engineers & Pianners Corp., Ontario Dr. Robert C. Landine
Peter Laughton, M.Eng., P.Eng., DEE R V. Anderson Associates Limited, Ontario
Stanley Mason, P.Eng. British Columbia
Environmental Science & Engineering is a bi-monthly business publication of Environmental Science & Engineering Publications Inc. An all Canadian publica tion, ES&E provides authoritative editorial coverage of Canada's municipal and industrial environmental control systems and drinking water treatment and distribution. Readers include consulting engineers, industrial plant managers and engineers, key provincial and federal environmental officials, water and wastewater plant operators and contractors. Information contained in ES&E has been compiled from sources believed to be correct. ES&E cannot be respon
sible for the accuracy of articles or other editorial matter. Although the information contained in this magazine is believed to be correct, no responsibility is assumed. Articles in this magazine are intended to provide informa tion rather than give legal or other professional advice. We acknowledge the financial support of the Government of Canada, through the Canada Magazine Fund, toward
MacMillan of Canada published a col lection of environmental essays in an anthology called Crisis, which includ ed my interview of Dr. Jones. I was
Federal Minister of Mines, Energy and Resources, Joe Greene. Amazingly there was not a single Canadian Minister of the Environment either
federally or provincially at that time. restricting the amount of phosphates in laundry detergents. other environmental
first Minister of the Environment. The
provinces quickly followed suit and a crop of environment ministers sprung up across Canada as the public demanded government action on pre viously ignored ecological issues. Environmental stunts had yielded more political action than environmen tal engineering. In 1969, a mercury scare emerged, ultimately unfolding in deaths and sickness in Minamata, Japan. At that time I interviewed Norvald Fimreite, a scientist from Finland who was doing a thesis on several mercury problems at the University of Western Ontario.
(plus $3.15 GST). USA $75.00(US)for
metallic mercury. With the interview ing back to Toronto breathlessly reported nent-wide Earth Day
Registration No.7750
one year.
All advertising space orders, copy, art work,film, proofs, etc., should be sent to: Environmental Science & Engineering, 220 Industrial Pkwy. S., Unit 30, Aurora, Ontario, Canada, L4G 3V6, Tel;(905)7274666, Fax:(905) 841-7271, Vl/eb site; www.esemag. com
real environmentalism many decades before a new environmental boutique species emerged. Prior to this phenom enon, experts on television were iden tified as being engineers, doctors or architects. After the '70s it was com
speakers who were simply identified
thousands of times more toxic than
"
Product Agreement No.40065446
amazingly prescient environmental engineers and scientists who practised
Environment was created, with British Columbia's Jack Davis becoming our
rates: Canada $75.00 for one year ,
rmnBPA
Ardern, Lockett and Fowler, America's Dr. Abe Wolman, are but a few of the
monplace to hear unsubstantiated,
Printed in Canada. No part of this publication may be reproduced by any means without written permission of the publisher. Yearly subscription
Canadian Publications Mail Sales Second Class Mall
such as Dr. John Snow identified cholera as a water-borne disease in the
crises were happening, alarming the public. A federal Ministry of the
While many factors were involved, it emerged that it was the methylation of mercury that was a key factor in the neurotoxicity. Methylmercury, unfor tunately, enabled humans to biological ly absorb the toxic metal which might otherwise have passed though their systems. As well, methylmercury is
our editorial costs.
Of The
1850s, with no financial or technical
Marie Meunier
John MeunlerAJSFilter, Quebec
Birth
support. His findings were dismissed by the medical elite of that day. Canada's Willis Chipman, Dr. George G. Nasmith', and Dr.Albert Berry, England's Dr. John Snow, and
Meanwhile Barry Loescher, Ph.D. Philip Analytical Services, British Coiumbia
as "The
Environmental Movement". Pioneers
viewed several times on television.
The Canada Water Act was amended
ADt Systems Inc., New Brunswick
claimed
the media. Dr. Jones was also inter
invited to Ottawa to interview the then
Bill Borlase, P.Eng. City of Winnipeg, Manitoba
this new awareness, there were impor tant omissions in the plethora of radio and television coverage. I heard no mention of the long list of historical pioneers who had been saving lives through research and engineering a century and a half before Earth Day was triumphantly, but erroneously pro
over, I was driv
when the radio that the conti was an environ
mental revolution. While I welcomed
8 Environmental Science & Engineering,September 2003
often inaccurate statements made by as "environmentalists". Many ex pressed genuine concern yet were often oblivious to scientific realities.
More recently, environmental groups have attracted members with learned credentials but it is both inac
curate and premature to talk of the birth of the environmental movement
in the '70s. Afterbirth would be both adjectivally and historically more accurate.
In media lists citing "Environmen tal Heroes of the Planet", in celebra tion of the new millennium, not one of the revered pioneers such as Ardern, Lockett and Fowler was cited. As envi
ronmentalists expropriated theatrical talents to further their cause, it is per haps appropriate to say that the omis sion of the real pioneers in the roll call of Environmental Heroes of the Planet is like Hamlet without the Prince. ' In World War 1, Lieutenant-Colonel Nasmith was in charge of battlefield drinking water and sanitation for both British and Canadian armies, later receiving a CMG for services to the British Army. He later became a founding partner of Gore, Nasmith and Storrie in 1919, now CH2M HILL Canada. He was at Ypres in 1915 on the occasion of the first gas attack and also helped some troops mitigate the effects of the deadly chlorine gas.
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FEEDBACK Re: June Issue Cover Story Mr. Davey, I wanted to respond to your editorial in the June 2003 issue of Environmental
Science & Engineering. Although I am now in the food industry, I write to you based on my experience as a retired Canadian Forces captain and former maintenance offieer in the army. The ongoing ship-borne helicopter fiasco (it was the EH-101, not EM101) is, as you indicated, an extreme example of a fairly sinister, bureau cratic process. Would it interest you to know that ten or so years ago, the British purchased Sea Kings for their
ples lives depend, are subjugated to lowest cost, and also to political manoeuvering. Your point is well taken - what about those systems which work in the background, and are only noticed by the public when they fail? We need to drive a culture of
quality, if we are to see any change in these attitudes, or there will sadly be more Walkertons and more crashes.
Jerry Dover, P.Eng., Canada Bread Company
Why would Canada not just update the Sea King fleet with newer airframes
Re: June Issue Cover Story I was very disappointed to read the cover story of Environmental and Science Engineering, June 2003 edi tion. The points raised concerning the evaluation of proposals based on the
and avionics? Because there is another
low bid, and the need to look at life
process at play, which is just as danger ous as Lowest Cost Compliance. We have all heard of it, it is called "Politics". We cannot buy new Sea Kings, because we cannot get them built here in Canada, where the jobs can be doled out to loyal constituen cies. If you doubt this, ask serving army maintenance people about the current Fiat Iveco light trucks that were purchased, and built in BC at a higher cost than buying Humvees right
cycle costs, are very sound. The com parison to the problems being experi
The Sea King is a fine, but complex machine that is reaching the end of its service life. To compare the mainte nance requirements of a Sea King hel icopter to that of one's family car is ludicrous. All complex aircraft, and especially helicopters, require a sub
off the shelf.
stantial
own search and rescue - but new ones.
The EH-101 was indeed a Cadillac
(or perhaps a Mercedes) and very expensive. The current helicopter which seems to best meet our mili
tary's requirements is Eurocopter's Cormorant. Cormorant is a more cost-
effective version ofthe EH-101, and so now we see political interference in the
bidding process, since King Chretien could not stand the embarrassment of
being proved wrong. The procurement process has less to do with require ments than one would think â&#x20AC;&#x201D; it is pol icy for Supplies and Services Canada to award contracts based on geograph ic considerations (i.e. where support for the government is most required). Note that the current army communi cations gear is being supplied by an Ottawa company (CDC), who set up manufacturing in Calgary since it was open knowledge that the winning bid der had to be a company from a west ern province ... likewise, most helicop ters
are
built and
maintained in
Quebec, as were half of the new patrol frigates. Sad to say, the operational require
ments for equipment upon which peo
enced with the Canadian Forces Sea
King helicopters is misleading in the extreme.
amount
of
maintenance.
Before making silly comparisons, it
Re: ES&E,June 2003 issue Dear Tom, The Sea King flew here and arrived at
Terrafix on Wednesday, July 16. Love your magazine...the engineering com munity seems to have this magazine on their desk more than their own maga zines. Enjoy the summer. Bruno Berlin, P.Eng., Terrafix Geosyntheties Re: Essay - Could Kyoto be an Embryonic Godzilla, ES&E, March 2003 issue
Dear Mr. Davey: I personally enjoy reading your col umn and this one was no exception. I wonder at your remark, "I totally support the ideals of Kyoto," and refer you to the article on page 69 of your March 2003 edition. That article
expresses the true nature of the beast, which is purely a political means of
finding blame for something that is a natural climate phenomenon. I also suggest you point your readers to a well researched and thought provoking book by Christopher Essex and Ross M'^Kitrich, Taken by Storm - the trou bled science, policy and politics of global warming, published by Key Porter Books.
This book is enlightening and illus trates where unaccountability can lead
would be wise to look at the mainte
us to unscientific and ill-conceived
nance requirements of other similar machines. You will obviously be sur prised. The comparison you make is akin to comparing the maintenance requirements of a sewage treatment facility to the maintenance require ments of a washing machine. Just as an aside, you might be inter
conclusions, no matter how noble the
cause."The bigger the lie and the more often it is told, the more likely it will be believed"; (I won't give the source but by a politician, ca 1935). Harlan G. Kelly, P.Eng., Chief Executive Officer, Dayton & Knight Ltd.
ested to know that the President of the
United States flies around in a Sea
King helicopter referred to as "Marine One". Marine One is the same age as the Sea Kings flown by our armed forces.
Donald E. Buchan,P.Eng. Please note last paragraph ofprevious letter - Tom Davey, Editor Dear Tom,
I liked your piece (Sea King editorial) in the June issue of ES&E very much; the application of engineering con cepts to government is a good idea and one that is very rarely attempted. John Robson, Senior Editorial Writer and Columnist, Ottawa Citizen
10 Environmental Science & Engineering,September 2003
Re: Hyperspectral imaging technolo gies key for oil seep/oil-impacted soil detection and environmental base
lines, May 2003 issue Wow, I'm very impressed with your website and the coverage the article
obtained. Also was impressed that you sent me a letter with responses to the article. You are good! Jim Ellis, author with Linda Lidov, Ellis GeoSpatial ES&E welcomes
comments and suggestions from readers.
Send to: tom@esemag.com
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Conference Preview
Ocean explorer Jean-Michel Cousteau to open WEFTEC 2003
Jean-Michel Cousteau, explorer, environmentalist, educator, and
film producer, will be the keynote Opening General Session speaker at WEFTEC 03, which is taking place in Los Angeles, California, October 11-15, 2003. Mr. Cousteau, son of famed ocean
explorer
Jacques
Cousteau,
is
President of Ocean Futures Society, a
non-profit marine conservation and education organization dedicated to developing marine education pro grams. Cousteau will provide a presen tation on his current activities to con
session topics include: • Collection Systems - Management,
operations & maintenance, infrastruc ture, overflow reduction, wet weather
planning, watershed approaches, and regulations. • Membrane Technologies - Appli cation in wastewater and water reuse, innovations, enhanced performance, regulatory compliance. • Plant Operations and Treatment Innovations, technologies, processes,
and proven solutions in water and wastewater treatment.
• Regulations - CMOM/SSO Rules,
serve and protect our oceans and
TMDL/Watershed Rules, and NPDES
marine habitat.
Phase II.
During the five day event, experts in the field will present the latest infor mation on every critical water quality topic, with over 80 technical sessions and 25 conference workshops. Key
• Research - New process applica
Jean-Michel Cousteau
application, research, regulations, pol itics, and public perception. • Utility Management - Asset Man agement and financial planning for infrastructure, technology, regulatory compliance, and security. • Water Reuse/Recycling - Research, regulations, emerging technologies,
tions in water and wastewater treat
proven processes.
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For more information, circle reply card No. 107 (See page 25)
Conference Preview WEFTEC is said to be the largest and most comprehensive Water Quality Exhibition in North America. In 2002, over 18,000 attendees chose WEFTEC as the event to learn the lat
est in water quality, exchange ideas, and form quality business relation ships. Over 800 exhibiting companies will be participating at the WEFTEC Exhibition. The Water Environment Federation
Winnipeg to host WCWWA's 55th
annual meeting
Western Canada Water and Wastewater Assoc
has been holding annual meetings
WEFTEC
since 1928.
In 1941 the Annual
Federation's Technical Exhibition and
Conference consisted of5 sessions and
Conference) in an effort to bring more instant recognition in both domestic
13 technical papers, with an atten dance of 556. By 1976, the Annual Conference attendance had grown to 8,716 and featured 37 sessions and 146
technical papers. In 1994, the 67th Annual Conference and Exposition, held in Chicago, Illinois, was re-named
(Water
Environment
and international markets.
For details, contact the Water Environment Federation, 601 Wythe Street, Alexandria, VA, 22314-1994 USA, Tel; 1-800-666-0206 (U.S. and Canada), Fax: 1-703-684-2492, www.weftec.com. ■
"ccyp \ v/rite without pOkper OwPil pen?
iation's 55th Annual conference and trade-
show will be held at the Winnipeg Convention Centre, October 26-29, 2003.
The conference, which is being held
in
association
with
the
Manitoba Chapter of the Canadian Public Works Association will fea
ture two Sunday workshops; Recent Advances in Biosolids Processing, and Utilization and Microbes in
Drinking Water - Monitoring and Control Issues. Additionally, there will be tours of City of Portage la Prairie's Water and Wastewater Treatment Facilities and the Freshwater Institute. The main conference will be
split into three main themes: • A Public Works stream will focus
on transportation, municipal engi neering, emergency preparedness and asset management.
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13
Wastewater Treatment
TheCity ofGuelph's Wastewater Services' centennial anniver
sary celebration in early June was a resounding success. Some 70 officials attended the cere
mony at the Wastewater Treatment Plant, where the theme was the City's distinguished history in wastewater collection and treatment.
Gord Miller, Environmental Com
missioner of Ontario, praised Guelph's Wastewater Division for fulfilling its crucial role in responsible manage ment of the area's watershed, and for 100 years of environmental leadership. Wastewater Treatment Plant Profile
Domestic, institutional, commercial and industrial wastewater, generated in the City of Guelph and neighbouring community of Rockwood, is collected and directed by a distinctly separate sanitary sewer collection system for treatment at the Guelph Wastewater Treatment Plant. The average total daily wastewater flow for 2002 was 53.978 ML/day. The maximum total daily flow was 72.431 ML/day in the month of April. The current CofA rated hydraulic capacity is 64 ML/day. The facility provides complete terti ary treatment with disinfected effluent being discharged to the Speed River. Biological solids generated during treatment are stabilized by anaerobic digestion, mechanically dewatered and may be further processed in the facili ty's in-vessel composting system or applied to agricultural land. The WWTP provides preliminary screening and grit removal, primary
treatment by sedimentation, secondary treatment by conventional and extend ed activated sludge, and two-stage ter tiary treatment utilizing rotating bio logical contactors (RBC) followed by sand filtration. Sea sonal disinfection of final effluent is a
requirement and is accomplished by the addition of sodium
Official ribbon cutting. From left to right: James Etienne, Guelph's Director of Environmental Services, Gord Miller, Environmental Commissioner of Ontario, Guelph Mayor Karen Farbrldge, and Paul Emerson, CAO of the Grand River Conservation Authority. 14 Environmental Science & Engineering,September 2003
hypochlorite and subsequently dechlorinated using sodium bisulphite prior to discharge to the receiving stream. Primary sedi mentation and sec
ondary conventional activated sludge treatment are pro
vided in three separate treatment trains, namely Plants 1, 2 and 3. Plant 4 (a component of the Stage 1 Expansion) consists of primary sedi mentation followed by secondary extended aeration activated sludge treatment.
Secondary effluent from Plants 1, 2 and 3 flows to a common pump well. This combined secondary effluent is lifted by vertical turbine pumps to the rotating biological contactors' influent distribution channel and evenly split to each of the four RBC trains. Each of
the four trains consists of eight shafts in series. The process objective of the RBCs is to provide additional biologi cal treatment for the oxidation of
ammonia (nitrification). Secondary effluent from Plant 4 is fully nitrified and is directed along with effluent from the RBC trains to a common sand filter influent channel and distributed
continued overleaf...
ELEVATING WASTEWATER
SCREENING PERFORMANCE TO NEW HEIGHTS.
1
John MEUNiER/ttS^^for Why is the Escalator® Screen THE most efficient screen on the market?
• Higher capture rate with either 1/8" or 1/4" perforations • Lower headloss because of higher open area
• Larger materials are lifted with step-shaped panels • Better cleaning with spray wash and high-speed brush • Easier retrofitting because of low headroom requirements For details on how you can benefit from the Escalator® Screen The Escalator® screen is proving itselfin hundreds ofoperating installations.
either in a new installation or as a retrofit - call (905) 944-2819
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John MEUNIER/^S^^fer 250 Royal Crest Court, Markhara, ONTARIO, L3R 3S1 Td.:(905) 944-2819 Fax (905) 474-1334
Wastewater Treatment For Winter Conditions(November 1 - March 31) Non-compliance Limit
to the sand filters for additional suspended solids capture. Sodium hypochlorite is added to this common filter influent channel loca
Loading
tion for the dual purpose of reducing biologi cal fouling ofthe sand filter media and to pro
Concentration mq/L
kg/dav
vide for disinfection of the filtered effluent.
cBODs
7.4
473.6
Effluent quality requirements as specified in the Certificate of Approval differ f^or sum
Suspended Solids
10.0
640
NH3-N
3.4
217.6
mer and winter conditions.
Total Pfiosphorus
0.7
44.8
The intent of the seasonal change in efflu
ent quality compliance limits is to reflect the seasonal change in the receiving stream con-
For Summer Conditions (April 1 - October 31) Non-compliance Limit
Total Oxygen Demand Suspended Solids Total Phosphorus
Concentration
Loading
mg/L
kg/dav
22
1,408
10.0
640
0.38
24.5
Gord Miller, Environmental Commissioner of
ditions. During winter, when the receiving stream liquid temperature is cold, a high quality effluent (measured in terms of CBOD5, SS, NH3-N and TP)is required. During summer,the higher river temperatures expe rienced requires more complete removal of carbonaceous BOD5 and the nitrogenous oxygen demand to reduce the total oxygen demand(TOD)in the receiving stream. This requires almost complete oxidation of ammo
Ontario, praised Guelph's record.
nia in the activated sludge systems and/or the RBC system. â&#x2013;
i
i
\
ourw
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16 Environmental Science & Engineering, September 2003
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Drinking Water
Evaluating disinfection by-product formation and corrosion under simulated distribution systems By WJ.Bayless,R.C.Andrews, J. Eisnor and G.A.Gagnon
The formation of trihalo-
methanes (THMs) and halo-
acetic acids (HAAg) from the
Table 1: Disinfectant Residual Concentration (mg/L) Retention
Control:
Chlorine
Time(h)
No Disinf.
Dioxide
6
0.0/0.0
0.25/0.5^
0.1/0.2
0.5/1.0
1.0/2.0
12
0.0/0.0
0.25/0.5
0.1/0.2
0.5/1.0
1.0/2.0
Chlorite
Free
Chlorine
Mono
chioramine
use of chlorine-based disinfec
Table 2: Corrosivity of Effluent(mpy)
tants is of concern to treatment facili
ties due to the associated toxicological effects and strengthening of disinfec tion regulations. To minimize the for mation of these disinfection by-prod ucts (DBFs) treatment facilities may consider alternative disinfectants,
chlorine dioxide (primary) or chloramines (secondary). However, the impacts on distribution system water quality from switching to an alterna tive disinfectant is not clearly under stood, nor are the relationships be tween corrosion and DBF formation.
This project was undertaken to
Start-up period
Low
High
High
Low
Free Chlorine
1.3
2.3
4.6
2.9
3.0
Chlorine Dioxide
0.6
1.1
2.3
2.5
2.7
Monochioramine
3.0
4.4
10.7
4.2
4.0
Chlorite
0.2
0.5
1.2
0.8
0.6
Disinfectant Treatment
12 hour
6 hour
Table 3: Total Iron (mg/L)
Start-up period
Low
High
High
Free Chlorine
0.22
3,52
5.31
1.27
1.17
Chlorine Dioxide
0.13
0.52
1.00
0.47
0.88
Monochioramine
0.21
0,69
0.38
3.50
0.97
Chlorite
0.03
0.03
0.05
0.02
0,01
Disinfectant Treatment
12 hour
6 hour Low
evaluate the formation of DBFs when
using simulated cast iron distribution system conditions and chlorine, chloramines or chlorine dioxide. As there is
observe the effect on DBF formation
THM formation was observed to be
very little information in the literature concerning the impacts of chlorine
and corrosion rates (Table 1). The corrosiveness of the water in the pipe loops was the highest when chlorine
highest in the chlorine pipe loop, aver aging 12 pg/L for a total chlorine residual of0.7 mg/L. The THM forma tion in the pipe loops being fed chlo
dioxide, chlorine and chloramines were examined to provide a compara-
The information
gathered through these experiments indicates
and monochloraniines were used as the
primary disinfectant. The pipe loop
rine dioxide and chloramines was
which
observed to be less then the method
contained
demonstrated the lowest corrosion rate
detection limits over the course of the
experiment (Figure 1). This is similar to published literature which acknowcontinued overleaf...
infectants. When
the to
retention
time
was
12
that DBP formation can be
hours the corro
minimized while water
sive rate of the water did not
quality can be improved by changing primary
demonstrate any observable trends;
disinfectants.
iron levels gener ally increased with the longer
50
40 D)
however the total
retention
(Table
times
3). The
C
30
b c
o
o
20
S z
t
10
total iron levels were observed to
for each of the three disinfectants.
be highest in the chlorine pipe loop, followed by the
Additionally, a "high" and "low" disin
chlorine
fectant residual concentration was
and chloramines.
passed through the pipe loop to
dioxide
(Table 2) when compared to other dis
increased
tive baseline. To provide a comprehen sive approach, bench-scale tests were undertaken using both annular reactors (ARs) and cast-iron pipe loops. In the pipe loop experiments, 6 and 12 hour retention times were explored
chlorine
The
09-Jan-01
28-Feb-01
19-Apr-01
08-Jun-01
ÂŤ Chlorine â&#x2013; Monochioramine a Chlorine Dioxide
dioxide
average
18 Environmental Science & Engineering,September 2003
Figure 1: THM formation in cast iron pipe loops for various disinfectants.
s CSA B182.6/B182.8*
CSA G401 ASTMA929/A762
CSAG401
BNQ 3311-100 ASTM A929
CSA G401
BNQ 3311-100 ASTMA929
Atumrnizea Type 2 Steel Pipe
mm Galvanized
Corrugated Steel Pipe
Head Office:
Guelph, Ontario
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Sales Offices:
Vancouver, Nanaimo, Prince George, Edmonton, Calgary, Lethbridge, Saskatoon, Winnipeg, Thunder Bay, Sudbury, London, Guelph, Toronto,
Peterborough, Chesterville, Forest, Orangeville, Quebec City, Montreal, ^LIMITED
For more information
St. Clet, Sackville, St. John's and Bishop's Falls
circle reply card No. 112 (See page 25)
Drinking Water ledges that chlorine dioxide and chioramines do not form THMs in any significant level.
is to provide safe drinking water which includes minimiz ing the DBF formation.
The HAA formation levels followed a similar trend as was observed for THM formation. The use of chlorine as a
primary disinfectant resulted in the highest HAAg levels (Figure 2). During the experiment there were no observable trends between the corrosion rates and the DBF formation. In the
chlorine dioxide and chloramine pipe loop the amount of
JVJ. Bayless and R.C. Andrews are with the Drinking Water Research Group, Department of Civil Engineering, University ofToronto. J. Eisnor and G.A. Gagnon are with the Department of Civil Engineering, Dalhousie University, Halifax. For further information, contact: www.dwrg.ca, e-mail: graham.gagnon@dal.ca.
DBFs formed was below detection limits. For the chlorine
pipe loop, the THM and HAAg concentrations were not observed to be related to the corrosion rate (Figure 3). Similarly, no trend was observed between the total iron levels and the DBF formation in the chlorine pipe loop (Figure 4). The information gathered through these experiments indicates that DBF formation can be minimized while
water quality can be improved by changing primary disin fectants. However, this is often a significant undertaking and would only be advantageous for municipalities which are treating a difficult source water, such as one with a high THM formation potential or red water problems. Furthermore, the introduction of more stringent DBF reg ulations such as that proposed by the USEFA could force some municipalities to look towards alternative disinfec tion practices.
40
30 O)
-5 c o c
20
o
O
% X
A A
10
19-Apr-01
9-Jan-01
5-NOV-01
28-Jul-OI
♦ Chlorine a Chiorine Dioxide ■ Chioramines
Figure 2: HAA formation for various disinfectants.
At the current time the Ontario MOE does not have
DBF regulations that are as restrictive as their American counterparts; however the goal of water treatment facilities
50
40 □ O)
30
A 0.
m
20
°D
□
♦
□
□
Q
fi
10 11
□
ei>6— 2
4
6
Corrosion (mpy) ♦ THM nHAA
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Figure 3: DBF formation related to corrosion rate.
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"3) 40
s
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ir^
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15
♦ THMbHAA
Figure 4: DBF formation related to total iron con centration.
20
10
iron (mg/L)
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Operations
The operator is a linchpin in treatment facilities By Jack Cronk
The Oxford Dictionary defines linchpin (also lynchpin)figura tively as an element or person vital to an organization. The ordinary meaning is a pin passed through an axle-end to keep a wheel in place. I feel that the role of the waterworks
operator is so vital to the public health of communities and to the protection of the environment that the operator could be described as the "linchpin" of the waterworks industry. The politi cians, administrators and government authorities at municipal, provincial and federal levels plan and finance the construction of waterworks facilities
for public and industrial use. The design and construction activities of professional engineering, project man agement and construction companies, equipment manufacturers and suppli ers and the various trades are equally
important. As well, there is a necessary regulatory system in place to monitor and ensure the quality of the product of almost any type of water or wastewater system, public or private.
used is to ask if the public would be accepting of a nurse who was hired and told to do the Job for some time, per haps years, before becoming aware of and receiving training (education). I think many people would prefer a nurse who was educated prior to gain ing employment. Yet, the system that
There seems to be a recognized sys tem in place for each of the above occupations to provide education and apprenticeship and ensure professional standards and conduct, performance and workmanship. Yet at the end of the day, when the ribbon has been cut and everyone has gone home, the operator (the "linchpin") is left to ensure the facility continually produces and trans ports the water or wastewater at certain
works personnel receive "training" only after gaining employment. Why? The hypothesis that 1 propose is that the present stage of development of wateiworks employment as a trade or professional occupation is a result of the interaction of political, technical
standards without fail.
and social circumstances that have
Assuming that the importance of the operator is as described above, I sometimes ponder the reasons why the education, occupational trade and employment standards for waterworks operators are not as uniformly devel oped as some other equally important occupations. The analogy that I have
synergistically created a lack of under standing and misperception about the nature of water and the technology of
exists now is such that most water
water and wastewater treatment.
Firstly, water itself, because of its ubiquitous nature, is not given suffi cient value as a natural chemical
continued overleaf...
ANNOUNCEMENT
ARSENIC REMOVAL
Bob Fleeton, President of KWiK Consultants Limited, is pleased
Are you concerned about the levels of arsenic in your drinking water? Are you in need of an effective and economic way to remove arsenic?
to welcome Deborah Ross to the Board of Directors.
Since joining KMK in 2000 Deborah has succeeded in
MEDIA G2® adsorption is the answer! Used in full-scale water treatment applications worldwide, MEDIA G2® will reduce arsenic from
200 ppb to less than 5 ppb. Easily regenerated up to 5 times before disposal, MEDIA G2® is the economical choice for your arsenic removal needs. MEDIA G2® systems are easy to operate and will help you achieve success in your arsenic removal efforts. MEDIA G2® is NSF Standard 61 certified.
Contact ADI International today to arrange for your free bench-scale testing.
building a strong group provid ing services in water and wastewater treatment plan ning, process engineering and biosoiids management. She has played a leading role in ail aspects of water and wastewater treatment in the firm, and in the management of the firm. Deborah brings a broad range of experience to KMK, from projects in Canada and the U.S., as well as specialist expertise in water and wastewater treatment facility plan ning, evaluation, and optimization. Her projects, in many cases, have resulted in introduction of industry leading technologies into Ontario. Deborah is Past President of Water Environment Association of Ontario and is a Director of the Water Environment Fede ration.
The Board of Directors is delighted 800-858-1888 or 506-451-7407 www.adl.ca
^j
to have Deborah as a Director of |\MIV KMK.
Consultants Limited
For more information,
22
circle reply card No. 150(See page 25)
For more information, circle reply card No. 151 (See page 25)
E5&Ecarries far more advertising than any of its Canadian competitors Environmental Science & Engineering is the largest documentary magazine in Canada,serving the nation's multi-billion dollar a year environmental protection industry since 1988.
m
® Why you should advertise In ES&E ES&E's expert articles are "must reading" for some 19,000 - readers responsible for the design, construction and opera-', ,tion of water treatment and distribution systems, sewerage:;; :: systems, and industrial and hazardous waste;management:: ; systems.
As a bonus, most of our issues are distributed at several;
environmental protection conferences and exhibitions. htatiWS
•Reaching key specifiers Consultants are key specifiers in environmental projects. Over 2,200 consultants receive ES&E, and vote their
approval with their cheque books. The proof! ES&E car ries more consultant ads than all other publications serving ■This field.
• Municipal Sector The O'Connor report on Walkerton will dramatically impact on water and wastewater operations. Municipal governments will have even more purchasing power than before.
• ES&E is vital to the industrial sector Some 7,200 of ES&E's readers are industrial personnel with responsibilities for sewer discharges, hazardous waste management, site remediation, and environmental compli ance. Every issue of ES&E focuses on environmental sub jects affecting this sector.
• Authoritative editorial ES&E has won national and international acclaim for arti
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Environmental Science
Engineering
Operations resource. Nor is the normal mineral
content of and biological life support ed by natural water sources easily appreciated. This is due to our inabili ty to observe dissolved minerals or microscopic organisms with the naked eye. It is easy to be led by advertising to believe that it is necessary to pur chase bottled water rather than trust in
or be knowledgeable about tap water. It is easier to generalize about perceived contamination or pollution than to actually understand some technical or scientific facts. This is only human nature. Yet, people do have a desire to have safe and pure drinking water and to protect natural water bodies from pollution that may harm their contin ued use for recreation, fish and other
by a local authority at as low a cost as possible. In this respect water supply differs from other province-wide utili ties such as electricity, natural gas or telephone service. This has prevented the creation of a unified working trade with a common and focused skill set.
Regional distribution systems may be helping to change the picture in some respects.
Deadly waterborne illness out breaks have recently focused the pub lic, media and political attention on water treatment, but for how long and to what extent? Yes, there are and will continue to be improvements to moni
toring of water supplies and abatement of wastewater pollutants. The area that I see a need to contin
ue to upgrade and develop is the requirement and availability of educa
they must not become a perfunctory requirement, but only a part of a care fully considered and designed educa tion curriculum.
The prescription for prevention of future frightening public health tragedies caused by the failure of a waterworks system is a paradigm shift about what is required to prepare a workforce of professional tradespersons to properly fulfil the role of the "linchpin" of the waterworks industry. Jack Cronk has a diploma in Chemical Technology from Red River College and a Bachelor ofScience (Chemistry) from the Universit)' of Manitoba. He has Class III Water Treatment and Class
II
Wastewater
Treatment
consumption. And rightly so! Whether a surface or ground source, water supplies are usually very local to a community. Municipally pro
needs of the technology being used to treat water and wastewater. I now pre
Operator Certification by examination through the Manitoba Water & Wastewater Association (MWWA). He is currently Presi-dent of the Western
vided water and sewer service is rela
fer to use the term education rather
Canada
tively new for many small rural com munities, if fifty years is considered a short time span. Producing and mar keting a potable product is controlled
than training because it carries a more substantial meaning. The mandatory examination and certification of oper
Wastewater
wildlife habitat and further human
tion to create a workforce to meet the
ating personnel are worthy processes;
Water
&
Associ
ation (WCWWA). Email: jcronk@mb. sympatico.ca.
Death by drowning:IWC must address 300,000 annual cetacean death toll
Asdelegates gathered for the 55th meeting of the
International Whaling Commission (IWC), the World Wildlife Federation (WWF) has revealed new research which shows that bycatch is killing around 300,000 whales, dolphins and porpoises (cetaceans) each year - more than 800 a day. The startling new figures come from the first ever global esti mate of cetacean deaths from
fishing gear by Dr. Andrew Read
and
Dr.
bycatch reduction a conservation priority for the IWC and encourage member governments to provide funding for research and mitigation. "This level of bycatch is significantly depleting and dis rupting many populations of whales, dolphins and porpoises which will lead to the loss of sev eral species in the next few decades if nothing is done," said Dr. Read from Duke University in the U.S., co-chair of WWF's Cetacean
Bycatch Task Force. "Where
Simon
measures are taken to reduce
Northridge, members of the
bycatch, mortality dropped significantly. This demon strates that it is possible to reduce bycatch while maintain ing viable fisheries."
IWC's Scientific Committee.
Bycatch is the single biggest threat facing cetaceans, with thousands of kilometres of nets
set in the world's oceans daily often invisible to sight and sonar and too strong for small cetaceans to break free of - that are fatal to small cetaceans. WWF is call
Based on advice from IWC's
Scientific Committee - which every year brings together the largest gathering of
ing on IWC member countries to support the cetacean
top cetacean scientists in the world - the member countries of the IWC have passed a number of resolutions
bycatch resolution, as well as a broader conservation reso
recommending actions to mitigate bycatch in previous
lution - the Berlin initiative - which would address the vari
years. Not all member nations, however, have acted on
ety of threats to cetaceans, beyond commercial whaling.
those recommendations, and cetacean populations contin ue to be threatened. Contact: mdavis@wwf. org.uk.
Both of these will be tabled in Berlin and would make 24
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Company
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ADI International
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Hoskin Scientific
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American Concrete Pipe Association
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American Water Services
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Hydro International Hydro-Logic Environmental
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American Water Works Association
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IPEX
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ITT Flygt
Anthrafiiter Aquablast Armtec
78 78 19
John Meunier/USFilter
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KMK Consultants
46
Associated Engineering
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Metcon
AWI
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MS Filter
Baycor Fibre Tech
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P.J. Hannah Equipment Sales
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GAEAL
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Parkson
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Canadian Waste & Recyciing Expo
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PCS Disposal Performance Fluid Equipment
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Card
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KMK Consultants
22 OUTSERT 59
PPG/Accutab
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R.J. Burnside & Associates
49
Sanitherm Engineering
42
Career Advancement Employment Services CDS Technologies
71 43
CH2I\/I Hill
16
Siemens Milltronics
17
ClearTech Comstock Canada
88 39
Stantec
48
Stormceptor
Con Cast Pipe
87
Summa
Cretex
27
Davis Controls
5
6 37
Trans-Cycle Industries
65
Trimax Residuals
79
62
Denso
59
Troy-Ontor
Dorr-Oliver Eimco
12
Urecon
Endress + Hauser
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USFilter
28-29 45
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Environment 21
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Environmental Analytical Systems
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Vanderbeken Enterprises
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Globe 2004
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Waterloo Biofilter
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Gorman-Rupp
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Hanson Pipe & Products
TIP-IN
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Wilfley Weber
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September 2003, Environmental Science & Engineering 25
Mercury showers in high Arctic under scrutiny By Sara Elliott tion in such a pure environment may be cause for concern in more industri
alized parts of the world. While it is known, therefore, how
gaseous mercury got to the Arctic, why
There is a pol ution mystery in
the high Arctic: scientists have discovered increasing amounts of mercury in the food chain and human population in the region. Dr. Julia Lu (pictured above) is a pro fessor in the Department of Chemistry, Biology and Chemical Engineering at Ryerson University, in Toronto, and recent
winner
of
the
Premier's
Research Excellence Award. She is
one of a number of scientists working on determining why there are such curiously high levels of mercury con tamination in this otherwise pristine
are the levels in the food chain so
does in the ecosystem, it is important to establish a method that can isolate
the forms of mercury in the Arctic environment.
With an almost $125,000 research grant from the Natural Sciences and Engineering Research Council of Canada (NSERC) and funding from Canada Foundation for Innovation
(CFl), Dr. Lu acquired a mercury speciation system that can distinguish between different forms of mercury in the atmosphere. The funding also pays for graduate students to help her with
high? Dr. Lu contributed to earlier Arctic mercury research with ground breaking results. It proved that the sudden burst of sunlight, after a long polar winter, initiates reactions between the chemicals released from
sea salt and gaseous elemental mercu ry. The inorganic forms of mercury produced get deposited into the snow. The snow melts and the ecosystem is inundated with toxic mercury. Mammals and fish ingest this mercury which bioaccumulates as it moves up the levels of the food chain.
The work of Dr. Lu and colleagues revealed a new phenomenon of mercu ry deposits in polar regions and its entry into the food chain, with poten tially harmful consequences for
Dr. Lu's group is testing this mer cury speciation system to ensure it can positively identify and quantify differ ent forms of mercury. If she proves the system a success, and mercury species can be effectively isolated, research
It is important to determine the exact species of mercury being deposited into the Arctic's ecosystem. Clarifying the type of mercury will explain the rate at which the mercury will be deposited, how it is transported, what chemical reactions may take place, and how to remove mercury
humans and other forms of life. The
can start to determine the source of the
from sources of emission. What we do
research found that, after each polar
mercury in the Arctic. Different kinds of mercury have
know is that mercury affects our neu rological systems and so the mere presence of toxic mercury in our food chain is cause for alarm, given that mercury in the natural environment
environment.
sunrise, mercury is converted from a gas into a solid by sun-induced reac tion in the frigid polar atmosphere. This aerosol mercury falls to the earth's
surface
much
faster
than
gaseous mercury, and accumulates in the ice, snow and spring meltwater in a form that is easily taken into the food chain.
"Each spring these mercury show ers take place just as the ecosystem is coming to life, exposing the area's humans, plants, animals and fish to yet another form of insidious toxic pollu tion," Dr. Lu says. Her paper on the subject has become one of the most cited papers in the field. Before researchers can unravel the
mystery of where the mercury is com ing from, and why it acts the way it
the research.
very different traits. For example, while a few drops of methyl mercury can prove fatal, dentists use elemental mercury to fill cavities. Mercury can be emitted naturally into the atmos phere through volcanic eruptions, but it can also be the result of human activ
ities, such as emissions from coal-
burning power plants and waste incin erators.
The fact that there are no waste
incinerators or coal-burning power plants in the Arctic - and yet the mer cury levels are increasing - makes the situation there even more intriguing. After being released into the atmos phere, mercury is largely transported by wind to other parts of the world, including the Arctic. Toxic contamina-
26 Environmental Science & Engineering,September 2003
can be converted from less toxic inor
ganic forms to extremely toxic organic forms.
Dr. Lu will continue putting her mercury speciation system through rigorous testing as her studies progress. Her research will not only increase knowledge about the situation in the Arctic, but also in the Antarctic and in urban and rural environments. Sara Elliott is a Journalism student at
Ryerson University. For more informa tion contact Ryerson University's Office of Research Services at www.lyerson.ca/ors.
Infrastructure
Recycled concrete pipe services fuel depot was in good condition and could be removed, cleaned and rein
stalled. Four pieces of 450 mm diameter concrete pipe would have to be excavated to accom
modate the oil sediment separa tor.
An 1800 mm diameter model STC 750 was recommended for
the site. Using standard precast concrete components, the unit was comprised of a 0.305 m high base slab, a 0.914 m high riser, a 1.829 m high riser sec tion mounted with a fibreglass Connection of standard mantiole compo Stormceptor insert, and a 0.305 nents to 450 mm diameter storm sewer. m high flat cap. Kor "N" Seal rubber compound boots were used to connect the reused pipe and By Scott Kirby,C.E.T. existing sewer to the riser section Hanson Pipe & Products Canada Inc. mounted with a fibreglass insert to provide leak-proofjoints. Work began at 8:00 a.m. and was legislation and regulations, it completed by 3:00 p.m. the same day. is prudent for property own A CAT 330 excavator, rubber tire ers to practise due diligence backhoe, one truck and a crew of four when storing various fuels for sale to were required to complete the installa
Under today's environmental
the public. Landowners are responsible for any environmental mishaps that may occur on their property. Landowners with drainage courses tra versing their properties must exercise even greater caution. Taylor Fuels
tion.
credit card). An oil/sediment separator was pro
posed and accepted for controlling spills and containing sediment in the
much of It enters. A small Investment
can yield big dividends: •significantly reduce infiitration and inflow
• protect the environment(and protect yourseif from regulatory exposure) by eliminating sys tem surcharging and bypassing into rivers and lakes
•reduce sewer badoip in basements
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customers thought, too, until they got the whole story, Call or e-mail us (info@cretexseals.CQm) and get it for yourself, and you'll be a believer, too. Oil/sediment separator unit added to existing storm sewer line.
inspection of the installed reinforced concrete pipe by Tony Cherri, of G.
To be proactive, Taylor Fuels took the initiative to provide an industry wide accepted oil/sediment removal system as part of their risk manage ment program. Reuse of reinforced concrete pipe demonstrates the versa tility and durability of concrete pipe and its high value as an environmental ly sound material.
Melo Excavating (installation contrac tor), and staff of Hanson Pipe & Products, it was evident that the pipe
For more information contact e-mail: skirby@cenpipe.com.
runoff in the spring of 2002. It was determined that a Stormceptor" unit could be added to the existing storm sewer in line, within 6 metres of the outfall to the adjacent property. After
and surface water out of your sanitary system. Cretex seals block clear water at the manhole chimney frame, where
•increase effective system capacity to facilitate mimidpai growth
retained the services of an environ
mental consultant to inspect their facility on Franklin Boulevard, in Cambridge, Ontario. The Taylor Fuels site is a retail gas station and commer cial cardlock facility (24-hour selfserve purchase of gas or clear and coloured diesel, using an authorized
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For more information,
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mm^ structure, including treatment works, buried pipes and services, reservoirs and other storage facilities. Over recent years, we have been suffering from the consequences of this aging infrastructure, and our municipalities have been struggling to provide neces sary funds to ensure safe upkeep and proper maintenance of our water works.
Although different funding pro grams have been provided by the Province to municipalities to meet this need for infrastructure upgrades, some municipalities still cannot afford their share of the capital works costs due to their small number of residents and/or
extent and physical characteristics of the systems. It Is estimated that in some municipalities up to 30% of treated water is lost due to ieaks. Aging pipes are a major factor in this loss. A 1991 study estimat
ed that Canada will need to spend $90 billion to maintain its water system infrastructure.
By Cam Vatandoust,Ontario Ministry of the Environment
Ontario's Safe Drinking Water
Act received Royal Assent by proclamation of the Lieutenant
Governor
and
came into force in December, 2002. The Act includes a number of basic
areas of concern including General Requirements, Accreditation of the Operating Authority, Regulations for Municipal and non-Municipal Drinking Water Systems, Testing, Inspections, as well as Compliance and Enforcement. The Act also deals with
Offences and details procedures for Appeals. In August 2000, Ontario's Drinking Water Protection Regulation O. Reg 459/00 (DWPR) gave the former Ontario Drinking Water Objectives (now called Ontario Drinking Water Standards) the force of law. The DWPR deals with specific water parameters pertaining to the character istics and safety of municipal drinking water.
Most Ontario municipalities are currently working to upgrade their water systems to comply with the DWPR. A portion of the capital cost upgrades for these facilities is eligible for funding under SuperBuild's Ostar funding program. Sustaining our infrastructure Two main aspects that directly
relate to providing users with safe drinking water are: 1. Water supply and quality issues Although the public's perception is that we are blessed with an abundance
offreshwater, the reality is quite differ ent. Decline in the quality of water after our use causes decline in general source water quality. Some water qual ity deterioration always remains after our use, this contributes to the decline of water for other communities that
use the same source. Source pollution is caused by our household use in the form of improperly treated sewage. For instance, only 75% of Canada is serv iced by some form of communal sewage treatment system. Source con tamination is an even greater factor for the remaining 25% of the population, that are served by private wells and septic systems.
The economics of water
Traditionally, the cost of delivering safe drinking water in Ontario has been and continues to be heavily subsi dized by municipalities and eventually the Province. This means that most of
us do not pay what it actually costs to treat water and supply it to our homes. The cost of the capital works required to supply safe drinking water to residents is often too high for any single municipality to bear. The Province, therefore, has historically been providing funds through different programs for these upgrades. However, more and more municipalities are real izing that they need to change the water rate structure for their residents.
The actual cost to get water deliv ered to our homes includes:
• Capital costs to put in place the infrastructure; • Interest costs on the borrowed
money for the works(debenture costs); • Cost of safe operations as per Ministry of Environment require ments;
Other causes of deterioration of
• Cost for infrastructure maintenance
water quality in our supply include urban and agricultural runoff contain ing residues of fertilizers, pesticides and other chemicals, industrial pollu tion either directly from facilities, or indirectly through leaching landfills, air pollution and other source contam
and repairs; and • Reserve costs (a portion of the water income should be put aside for future upgrades and major capital work repairs and expansion). As we work towards resolving our water challenges, we are forced to address and examine new ways of thinking including full cost recovery pricing, and conservation-oriented pricing. Conservation as part of
ination. Our treatment facilities are
also unable to treat many household chemicals that we deposit into the sys tem.
2. Treatment and Delivery Infrastruc ture issues - In 1991, it was estimated that Canada needs an investment of
$90B to maintain its aging water infra
30 Environmental Science & Engineering,September 2003
the solution
In recent years, there have also been programs within most municipalities
Drinking Water to install water meters to determine the
actual amount of water usage. These meters are used for billing purposes, as well as determining the total volume of losses in the aging pipes due to leaks and exfiltration. We are now aware more than ever that leaks affect both the cost of water
and its delivery to the users to a great extent. In most cases, if the unaccount
ed-for water in a municipal system exceeds 10 to 15 percent, a leak detec tion program is deemed to be a costeffective option. It is estimated that in some municipalities up to 30 percent
sector represents a logical target for demand management activities. Education, the ultimate tool An important part of solving our water challenge is to educate users on how they can help their municipality defer construction of capital works by simple means such as conservation of this important resource. This means that the municipality has more time to raise funds to undertake the major cap ital works, major works can be
must consider factors including but not limited to: public information and edu cation, operator training and educa tion, promoting efficient sprinkler/irri gation methodologies, new process technologies, plant modifications and improvements, rate structures and pric ing reviews, incentives through rebates and tax credits, sanctions and fines, efficient fixtures, leak detection and repairs, water use restrictions, elimina
Studies have shown that a typical
Due to the nature of our intricate
tion of combined sewers, and regulato ry codes, standards and bylaws. Many other jurisdictions also face the same challenges as the public water systems, and this is our opportu nity to lead the way in using innovation and education to provide safe water to the public.
Canadian household can reduce its
water issues, and the complexities of our water challenge, it is quite difficult to provide a step by step map to suc cess for all water systems. However,
Cam Vatandoust, P.Eng., is a senior engineer with Ontario Ministry of the Environment in Toronto, specializing
deferred, and the funds can be used to
of the treated water is lost due to leaks
carry out infrastructure maintenance programs necessary for the operation of a successful and safe potable water
both in the municipal works and in
system.
users' facilities.
water consumption by up to 40 percent with little change in behaviour of the occupants, by doing the same tasks more efficiently, and, therefore, using much less water. Water efficient residential technol
ogy is another important factor in reducing our use. This becomes very important because the large residential
The proposed solution
the successful solution must consider
in water and wastewater standards
public safety, environmental issues, operational factors, and the economic aspects of providing safe drinking
and infrastructure capital works. He also is an instructor for Seneca College's School of Civil Engineering Technology. E-mail: Cam. Vatandoust @ene.go\'.on.ca.
water to Ontario residents.
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September 2003, Environmental Science & Engineering 31
Drinking Water Membranes
Many municipalities tap into the benefits of EDR water treatment
Noone wants to drink radium. Or
nitrates.
Or
arsenic.
Methods like electrodialysis reversal (EDR), provide treatment options. Just ask the citizens of Washington, Iowa. In 1979, Washington was noti fied by the Iowa Department of Natural Resources that the city was in violation of the radium standard for
drinking water. Even then, radium was recognized as a carcinogen. The city evaluated a number of options for improving the water quality and removing the radium from the water. They decided on implementing the process known as EDR, a relatively new variation on the electrodialysis process which had been commercial ized by Ionics. The technology was incorporated in the 1950s. Today, there are many other exam ples of cities, towns and municipal organizations that have found EDR demineralization to be an economical, high-performance way to transform unusable water into safe drinking water. Major applications for EDR include: the purification of drinking water from brackish sources; deminer alization of water from industrial
processes; reuse of municipal effluent; and reduction of mineral concentra tions in wastewater.
A self-cleaning process EDR is a variation on the electro
dialysis process, in that it uses elec trode polarity reversal to automatically clean membrane surfaces. The electro
dialysis process uses a driving force of direct current (DC) power to transfer ionic species from the source waterfeed water through cation (positively charged ions) and anion (negatively charged ions) transfer membranes to a concentrate wastewater stream, creat
ing a more dilute stream. EDR works the same way, except that the polarity of the DC power is reversed two to four times per hour. When the polarity is reversed, the soureewater dilute and concentrate
compartments are also reversed. The alternating exposure of membrane sur faces to the product dilute and brine concentrate streams provides a selfcleaning capability that enables purifi-
Feed Filtrate
Filtrate Feed
Feed
Feed
Waste
Waste
Feed
Feed
Diagram of a hollow fibre UF membrane.
cation and recovery of up to 94% of the feed water.
There are currently a number of alternatives to the EDR technology for treating and reducing contaminants in drinking water and feed water. Probably the most well-known of these is reverse osmosis (RO). Both EDR and reverse osmosis use semipermeable membranes to filter out dissolved ions from water. But where RO uses
the application of pressure to overtake osmotic pressure and shift the water flow force water through the mem branes, EDR uses voltage potential and polarity reversal to flush out the unwanted particles to force contami nants through the membranes. An evolving technology Over the last 10 to 15 years, numer ous advances in membrane and system technology are claimed for EDR, both in terms of performance and costeffectiveness. Improved membrane technology now allows for one-step machine manufacture of ion exchange membranes, reducing costs and lower ing membrane resistivity. And new high performance spacers (placed between the membranes) allow better transport of contaminants like nitrates, speeding the process, reducing the number of membrane stacks required and shrinking costs. Major improvements to EDR sys tem design are claimed in the form of the next generation Ionics EDR 2020ÂŽ system. This new design streamlines the process flow with simpler
32 Environmental Science & Engineering,September 2003
hydraulics and standardized compo nents, substantially lowering the capi tal and operating costs of EDR demineralization. It features the new
spacer technology, as well as a more compact design that is said to be easy to install in an array of configurations. The new generation EDR systems, with up to half as many membrane stacks, standardized components and simpler hydraulics, have demonstrated a 30% reduetion in eapital cost sav ings. Contact Ionics, Incorporated: Francine Bernitz, e-mail: fbernitz@ionics.com or Antonia von Gottberg, e-mail: avon gottberg@ionics.com.
EDR system installed in Meiviiie, Saskatchewan.
f
M ;%ayi
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City of Ottawa uses cured-ln-place lining to rehabilitate sanitary sewer access structures located on the Hines
and liners.
The structure is the dis
• Spray-applied polymer coatings and
charge point for a 9 km long forcemain that services the Village of Carp. City officials concluded that a long-
linings. • Cured-in-place liners. • Thermoplastic liners. • Full replacement. Information regarding construction applicability and limitations, costing, availability, requirements, experience, local knowledge and timing was obtained from suppliers and contrac tors, and the various options were care fully assessed. The City required a
term rehabilitation solu
tion was needed to pro tect these two access structures.
The City of Ottawa retained R.V Anderson
By Gerald Bauer,REng.and Phil Reeve,REng.
The City of Ottawa is a major
Associates Limited, in
cost-effective solution able to with
association
J.L.
stand the corrosive environment at the
Richards & Associates
structure that would last at least 20
Limited, to study the problem and
years. The Poly-Triplex® cured-inplace liner was recommended as it pro vided the best long-term rehabilitation option due to the structure size, loca tion, geotechnical conditions, and the
with
determine a cost-effective solution.
The consulting team collected field data on the extent of concrete deterio
urban community of 785,000 people, covering an area of 276,000 hectares. The City has experienced rapid growth over the last decade, requiring sewers to be extend ed further from the trunk sewer system and pollution control plant. The local topography also requires a number of pumping stations and forcemains to
ration and levels of hydrogen sulfide in the system. Collecting and under standing all relevant data was critical to determining a cost-effective solu
service the suburban communities.
a 1600 mm by 1750 mm chamber, 9.5 m deep, built in 1977. A short chim ney, 762 mm in diameter, provides
Due to the length offorcemains, deten tion times and configuration of the main sewers, turbulence is created at forcemain discharges, resulting in ele vated levels of hydrogen sulfide in some sewers.
tion. Both access structures are located in residential areas and are constructed
of pre-cast concrete with varying
access to the chamber.
depth of the structure, a safety landing Road structure is a 1520 mm diameter
the structure. The second structure is
withstand the corrosive environment at the structure that would last
at least 20 years.
is located in the chamber. The Hines
chamber, 6.1 m deep, built in 1980. A short chimney, 762 mm in diameter, provides access to the chamber.
Stittsville Trunk Sewer in Stittsville, just downstream of a forcemain dis charge. A significant amount of turbu lence is created due to a 6 m drop into
effective solution able to
Due to the
This has resulted in
The first structure is located on the
The City required a cost-
dimensions. The Stittsville structime is
accelerated deterioration of concrete access structures at two forcemain dis
charges, due to biogenic corrosion (i.e. H2S).
• Spray-applied cementitious coatings
Road Trunk in Kanata.
The assessment identified various
solutions, including: • Specialty products (patching and plugging compounds, chimney seals, lid seals, etc.). • Pressure grouting. • Structural replacement.
34 Environmental Science & Engineering,September 2003
corrosive environment. The PolyTriplex cured-in-place liner provided an impenetrable membrane to the hydrogen sulfide. The project also included replacement of ladders and landing systems in 316 stainless steel with fibre reinforced plastic grating panels. Both access structures were lined
without disrupting the sewage flow in
Infrastructure Rehabilitation
\
Opposite left: Installing the one piece Poly-Triplex cured-in-piace liner. Top left: The 1600 by 1750 mm Stittsvllle Trunk Chamber after lining. Top right: the 1520 mm diameter Mines Road Chamber after lining.
the system, which minimized inconvenience to the area res idents and reduced costs. The work was accomplished by constructing a platform over the pipe invert in the access structure. This "trenchless" solution avoided large-scale, expensive, deep excavations in established residential neighbourhoods. The installation for each site took one to two days of preparatory work, one to two days of liner installation and one to two days of site clean-up. The Poly-Triplex liner installation used low pressure steam for curing the resin but this could be replaced with hot water.
It is estimated that the lining of the two access struc tures saved the City about $50,000.00 as compared to full replacement. This was the first time that a cured-in-place lining was used to rehabilitate access structures in the Province of Ontario. The work was completed by Supertec Wastewater Services Ltd., of Montana. Gerald Bauer is an Associate with R. V Anderson
Associates Limited. Phil Reeve is Senior Project Manager with J.L. Richards & Associates Limited. For more infor mation, contact: gbauer@rvanderson.com.
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pumps ® filters • tubing • www.waterra.com ® bailers • water level sensors For more information, circle reply card No. 126 (See page 25)
September 2003, Environmental Science & Engineering 35
Environmental Employment
Confronting challenges in emerging environmental employment By Jim Gllchrist B.E.S., Career Advancement Employment Services Inc.(CAES)
Competition is a fact of every
day business life - so is change. Members of the envi ronmental industry will be confronting a number of competitive challenges in coming years as a result of both industry and societal change. Despite an ongoing supply of entrylevel employees, companies should expect much greater competition in the attraction and retention of the fewer
available experienced environmental practitioners. And, with growing demand for quality environmental products and services placing increased pressure on this segment of the labour force, how these organiza tions respond to this challenge will very much shape their future success. Growth in environmental demand
In 2000, the Canadian Government estimated the number of Canadian
environmental companies as being close to 6,000, employing 220,000 workers and contributing 2.2% to Canada's Gross Domestic Product. It also estimated that the number of envi
ronmental companies was growing at a rate of 20% per year. Despite some current industry con solidation, increasing demand for goods and services relating to water resources, air quality, industrial envi ronmental management, clean energy and biotechnology (to name a few) should further translate into increases in both the number of environmental
organizations as well as internal staffing numbers. Fueled by increasing environmental compliance require ments, demand for environmental
services and products will go farther than simply increased activity or units sold. The bar has been raised on the
quality of these goods and services. For those organizations that truly embrace quality in whatever they pro vide to their clientele, the future should look very bright.
Changing demographic The increasing dilemma that these
organizations are facing, however, is the ever tightening availability of suit able environmental talent to properly address not only the increased demand for environmental products and servic es, but also to ensure the higher levels of quality that their clients will require. Many of us are aware of the book Boom Bust & Echo written by David Foot, in which he discusses the possi ble impacts as the baby boomer popu lation retires from the workforce. Of
great concern regarding this exodus is the potential labour shortage across all industries, with particular concern for the loss of experienced, talented persormel. And, while Foot states that the major crunch will occur around 2012, when the first of this group reach age 65, we are actually witnessing some impact now, as those who can afford retirement are increasingly opting out and internal successors are found to be
lacking. This accelerated retirement process will continue to gain momen tum up to 2012, and then of course show even more notable impact in the following years until the boomer pop ulation is exhausted.
The environmental industry is not exempt from this phenomenon, and many organizations are beginning to identify and contend with succession issues now. As Foot stated, "... the management of a business that fails to pay attention to demographics for five years may wake up to find itself in a different business than it thought that it was in - or not in business at all". New recruitment and
retention strategies So how should environmental com
panies respond to these challenges? The most strategic organizations will counter these issues by having the most talented managers and employees on staff; their reputation, distinctiveness, marketability and profitability, all will depend on it. Therefore, the competition to attract and retain these individuals - at all levels - will be
increasingly fierce. The successful competitors will embrace comprehensive human resource management strategies, which involve planning for, creating
36 Environmental Science & Engineering,September 2003
and maintaining an attractive employ ment environment. They will define an appropriate culture, provide challeng ing work, increase staff development opportunities and present competitive remuneration packages. They will rec ognize the need for a balanced labour force, with an appropriate distribution of senior, intermediate and junior per sonnel and they will create internal mobility and succession opportunities to foster long-term employee commit ment. Thus, they will build organiza tions that talented people will be inter ested in joining and staying in. However, ifyou build it - they might come. Competition for talent will necessitate a re-evaluation of current
recruitment and selection techniques to ensure that the best are attracted to
these leading companies. Traditional methods of attraction (newspaper advertisements, web postings, word of mouth, etc.), will become even less effective and reliable in this contract
ing talent market. Rather than rely on luck or settling for the best of the bunch of the active
job seekers, leading companies will shift to a more "passive candidate" focused strategic recruitment process at least to fill senior and intermediate
positions. This process must begin with a clear and realistic definition of
the talent desired, and then be support ed by a more proactive research based recruitment approach, utilizing corpo rate intelligence to identify the best suited candidates. While the active job seekers will not be totally neglected, these companies will ensure the identi fication of "the best" by casting the widest net possible, thereby including the more elusive, and often rewarding, passive candidate who would be over looked by the traditional attraction techniques. The upcoming years will provide some interesting challenges to mem bers of the environmental community; the strategically pro-active organiza tions will be well suited to meet them head on.
For more information, contact e-mail: info@careeradvancement.on.ca.
Summa Product Division Probiems with Hypo or Low Flow Dosing???
Process Products and Instrumentation
Alldos Primus 208 PlusS degassing dosing head with automatic degassing solves the fundamental problem of low volume hypochlorlte pumping. The dosing head is available up to a capacity of 6.2 l/h. The system also incorporates a device for calibration while in operation. Circle reply card No. 162 A New Era in Data Communications Finally...one flexible system is all you need for all your data and event logging, alarm notification, and status checking
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6467 Northam Drive, Mississauga, Ontario L4V 1J2 Fax: (905) 293-9774 • E-mail: Sales@spdsales.Gom ' www.spdsales.com
Tel: (905) 678-2882
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Complete Control & Instrumentation Solutions Since 1980 Summa Engineering Limited has been a
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S I
rs n
IS ss I • s
not very attractive." The Ohio EPA's anti-degradation policy put a strain on the City's ability to add new development. Lima had to offset any new, additional flows to the sewer system with an equal amount of "credits" for improving water quality. The Copa CSO screens substantially improved the water quality of the CSO discharge to the Ottawa River. In seeking to control floatables and solids discharging from CSOs, Lima Utilities' professionals hired the engi neering and construction firm of Montgomery Watson Harza(MWH)of
n
Cincinnati, Ohio, to consult on the
project. Through MWH, Lima officials learned of technology relatively new to the US,
CSO problem
i.e. horizontal raked-bar screens.
Copa, Ltd., is the
solved with raked-bar
British firm that devel
oped the horizontal raked-bar screen. It has been used in Britain for
10 years. Copa screens
screen
are marketed in the US
by CDS Technologies, Inc. Copa's mechanical rakedbar screen technology is aptly
technology
The city of Lima, Ohio, has
grappled with combined sewer
overflow issues for more than
three decades. Now, Lima has
improved its Combined Sewer Overflow (CSO) problems and opened the door for economic development. In 2002, Lima installed horizontal
raked-bar screens on to five large CSO control structures located along the Ottawa River. The retrofit project has
named. Each screen is made of 4-
flow control system. The CSO control structures, which are underground pre-cast concrete, are each approximately 20 feet wide, 40 feet long and as much as 30 feet deep. They are connected by pipes ranging in size from 96 to 108 inches in dia meter. Two of the structures have
sluice gates on the interceptor pipe that control the flow in the sewer.
trash and debris that used to litter the
During heavy rain events, the inter ceptor and control structures are used for inline storage until the wastewater treatment plant can process the added
river, they received valuable "flow
flow. In cases where the sewer volume
credits" from Ohio EPA that can be
exceeds the inline storage capacity, the excess flow is released through CSO gates in the CSO structures into the river. To date, these released CSO flows discharge to the Ottawa River without receiving any treatment or screening. "We have a river walk that is fairly new," explained David Schnipke, envi ronmental compliance manager for Lima's Utilities Department. "When we had overflow events you would get a lot of things that come out of the sewer up along the river bank. That's
been more successful than was antici
pated. Not only has Lima removed the
used for future development upstream. Lima, a city of 40,000, has some 226 miles of sewers. About 130 miles
are combined storm and sanitary sew ers. In the mid-1970s, the city made its
first serious attempt at solving the CSO problem by installing a large sewer interceptor pipeline and five CSO control structures along the Ottawa River. The combined storm and
sewer flow in the interceptor and the five CSO control structures are con
trolled by a sophisticated real-time
38 Environmental Science & Engineering,September 2003
mm stainless steel bars positioned 4 mm apart. The screens are mounted horizontally along a weir wall in a basin or holding tank. As the wastewater level rises, it comes in contact with the screen. Very little hydraulic head is lost, up to a maximum of 4
inches at a flow rate of approximately 8 CPS per foot of screen (.24 cubic metres per second). As the wastewater flow gets deeper and rises through the screen, floatables
such as cups, cigarette butts, and wrap pers are trapped below. The flow, along with screened solids, continues on to the treatment plant where the debris is removed. The overflow, now minus the screened solids and floating debris, spills over the weir and is diverted into a canal or other waterway. To prevent the screens from being blocked by the accumulation of debris, the bars are continually raked back and
forth by TIVAR combs powered by hydraulic cylinders. TIVAR is a selflubricating material that creates little friction with the bars. The combs, which are activated only during storm events, make a complete cycle through the bars every nine seconds. The accu-
Wastewater Treatment mulated debris is pulled by the combs to an area where it rejoins the flow to the treatment plant. There is growing interest in the Copa technology. About 40 screens have been installed in the US, with an
Raked
To prevent the screens from being blocked by the accumu lation of debris,the bars are
Storm
j imiiJiaLl
continually raked back and
Screen
forth byllVAR combs. average of about three to four screens per site. The Lima project required 15 screens.
Easy maintenance is one of the main benefits of the new system.
Basically the screens are self-cleaning. They are washed with a high-pressure hose periodically so that they can be examined more carefully, but they require very little attention. May, 2003, was an excellent oppor tunity to test Lima's new CSO treat ment system. Northwest Ohio was
of rainfall over four weeks, enough to max out the city's combined sewers.
screen system worked beautifully. For more information contact Gus Willis at e-mail: gwillis@cdstech.com
By all accounts the new raked-bar
or Tel: 410-620-0933.
drenched with more than seven inches
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AN AXEL JOHNSON INC. COMPANY
infrastructure coast to coast for over 99
years. Parkson Canada 9045 C6te-de-Liesse
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Providing Canada's Water arid Wastewater
canada@parkson.com
For more Information, circle reply card No. 129 (See page 25)
3455 Landmark Road, Burlington, ON L7IV! 1T4 Phone: 905-335-3333 Fax; 905-335-0304 www.comstockcanada.'com
For more information, circle reply card No. 152 (See page 25)
39
Landfill
The business of
preserving nature through composting By W.D.Elder, Cover-All Building Systems Inc.
Exterior views of buiidings and compost at the Crane
Crane Mountain Landfill is
Brunswick.
Mountain
located in the Fundy Region of New Brunswick. It employs 33 people and offers a recycling depot and community-composting program that is equipped with advanced environmental protection technology. "The landfill is limited in its capac ity, so waste is lessened by a reducing, re-using and recycling program," says Chris
Harned,
Waste
Diversion
Supervisor. "It's a 600 acre, $42 mil lion dollar investment that is owned
and operated by the Fundy Region Solid Waste Commission. Our recy cling and composting program is a totally voluntary program that serves 125,000 people in seven different municipalities." The recycling and composting process is contained in four Cover-All TITAN fabric-covered buildings that cover 50,400 square feet of working
Landfill in
New
area. The buildings are positioned on a four-foot thick by five-foot high push wall foundation which provides a good clear span working environment for the machine operators and nearly 50 feet of height to operate the 26 foot tall elevated conveyor system. During construction of the con crete, trenches were moulded into the floor to create positive aeration upwards from the floor for very dense product. Each building has protective equipment, respirators, air exchange systems and special bio-filters to pro tect workers and control odour; Crane
Mountain is located just 2.3 kilometres from a high density residential area. "This is a very acidic process and an extremely harsh environment. The polyethylene fabric of the Cover-All buildings is not affected by the corro sive environment and the steel tube
framing requires minimal mainte nance. These buildings are the right buildings for this industry," says Chris Harned. "Just to give you an idea as to how
reduction.
Two more Cover-All buildings that are each 80 feet wide are used for
Compost Halls. Machine operators move and mix carbon amendments
ment is: in our first
into the organic product to control C-N ratios (carbon to nitrogen). Once a stockpile is mixed, an operator forms the stockpile into a compost windrow. Quality Control personnel monitor temperature, moisture and oxygen lev els within each of the eight 14 by 60 foot compost windrows. Each windrow is allowed 35 to 40 days to process before it is moved to the sec ond Compost Hall. In the second Compost Hall, the organic materials are allowed to process for another 35 to 40 days and are continually monitored. To hydrate
old."
The
'Receiving
Hair is housed in a
40 Environmental Science & Engineering,September 2003
A payloader loads the organic materi als into an in-feed hopper and trans ports the materials through a sorting line that allows sorters to hand-pick contaminants. A 'high power electro magnet' is also utilized to further remove contaminants prior to the organic materials hitting the shredder. A conveyor transports the sorted organics to 'Compost Halls' to allow the 70-day thermophilic process to kill pathogenic organisms and for vector
corrosive this environ
year of operation we had to replace the fire extinguishers and the interior lights because they literally rotted out; they looked like they were 30 years
Sorting line and shredder.
floor where large contaminants are pulled out during a preliminary search.
120 foot wide by 60 foot long building. The organic materials are dropped on the
Landfill
Chloriuation••• the organic material, a 3500-gaIIon reservoir of potable water is utilized to control the moisture.
After the 40-day process is com pleted in the second Compost Hall, the organic material is placed outside for an additional five months to complete the mesophilic stage. At this point, the composting product has no smell and does not attract seagulls to the site. Once the mesophilic process is com pleted the compost product is then sift ed though a 512-Screener to remove any final contaminants and oversized particles; anything that is over half inch in size is sent to the landfill. The final result is 4000 metric tons of
Grade A compost product that is ready for sale.
The fourth Cover-All building (80 by 180 feet in size) is used as a plastics warehouse. Plastics are a saleable item
but they have to be protected from lengthy UV exposure otherwise they begin to degrade and the plastics aren't
landfills, now we can replace much needed topsoil that's been stripped from the land with rich organic com post," says Harned."We make a great
effort to educate people on the impor tance of waste management. We bus kids in from 52 different schools to
tour them through our facility; we also
have an interpretive area that provides a miniaturized overview of the entire process.
"We are currently diverting 30% waste from the landfill; we hope to hit
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50% diversion in the near future.
Garbage that goes into the landfill should be as a minimal as possible; it's the way of the future," says Harned. The industrial, commercial and in stitutional (ICI) clientele has also be gun to take notice of the operation. Current tipping fees to dump organics into the compost plant are $50 per met ric ton, as opposed to $110 per metric ton for garbage that goes to the land fill.
worth as much.
"Most people don't realize that this is a very valuable resource. For years organic materials were buried in the
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For more information, contact e-mail: delder@coverall.net, www.coverall. net, Tel: 1-877-615-4776.
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• Food Processing Feeling overwhelmed with ISO/IEC 17025? CAEAL Training Services can economically and effectively help your laboratory staff meet conformance challenges with knowledge and confidence.
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The Canadian Association for Environmental Analytical Laboratories Suite 300, 265 Carling Ave., Ottawa, Ontario KIS 2B1 Tel:(613) 233-5300 Fax:(613) 233-5501 E-Mail: ngravel@caeal.ca For more information, circle reply card No. 131 (See page 25)
Circle reply card No. 130
41
Cover Story
Continuous mkrofiltration-submerged system ensures high-quality drinking water
The commissioning of a 10.5 mil ion US gallons-per-day(MGD)continu
ous microfiltration-submcrgcd (CMF-S) system from USFiltcr Memcor Products is ensuring a safe drink ing water supply for residents in the West London, England, area. Started up in February 2003, the system is installed at Chertsey Water Treatment Works (WTW), operated by Three Valleys Water. CMF-S technology, combined with downstream ozonation and carbon filtration, acts as a barrier to bacteria and protozoa,
including cryptosporidium, in the groundwater wells at the WTW. The system is also designed to treat water from the River Thames for short periods, should groundwater sources be unavailable.
Three Valleys Water awarded the contract to USFilter's sister company, Veolia Water Partnership, and Black & Veatch Contracting Limited, to design and supply the membrane filtration system follow ing several months of successful CMF-S system pilot test ing.
SANITHERM ENGINEERING LIMITED Package Water and Wastewater Treatment Plants Worldwide
Manufacturers and Suppliers of Water and Wastewater Products and Processes
Sanitherm Engineering has developed a worldwide reputation for quality equipment and service over 57 years. Our package plants are found in South Korea, Indonesia, Russia, Peru and throughout North America. We design, build, install and /or operate plants, and represent over 20 premier manufacturers in Canada, the USA, and Europe. We supply extended aeration,RBC and SBR package plants, static tube aeration, odour control, disinfection,
air stripping towers, membrane technology and more.
Package water and wastewater treatment;,: PUNT IN Canada Please see our Product Index at
www.sanitherm.com.
HEAD OFFICE, NORTH VANCOUVER,BC, CANADA Tel:(604)986-9168 Fax:(604)986-5377
E-mail: saneng@sanitherm.com
42
For more information, circle reply card No. 132 (See page 25)
A pilot Study was conducted on two water sources, Abbeymead well water and the River Thames, which are susceptible to cryptosporidium contamination. Testing of the Memcor CMF-S system demonstrated the capability of the membranes to treat both the groundwater and surface water sources. The testing on the Abbeymead well water included oxidization upstream of the CMF-S system to pre cipitate iron, allowing the reduction of iron as well as tur bidity and suspended solids. Subsequent pilot testing on the River Thames, where turbidity ranges between 20 and 50 NTU, with spikes up to 100 NTU, showed that the sys tem was able to consistently produce product water with turbidities less than 0.2 NTU, and provide an effective physical barrier to ayptosporidium. The CMF-S system at Chertsey WTW consists of six membrane filtration cells, with each cell containing 192 PVDF membrane modules and "rack inserts" to increase
system recovery and minimize waste disposal. Five of the six cells will be used to filter the incoming water, with the sixth cell operating as a backup while one ofthe other cells is being backwashed or cleaned. The system's product water is sent at a constant flow to downstream ozone con
tact tanks, and then to the carbon filters. A programmable logic controller(PLC) allows the operator to interface eas ily with each cell by using the graphical user interface. To ensure that the microfiltration membrane is providing an effective barrier between feed water and product water, the CMF-S system includes a built-in, automated, pressure decay test, which is easy for the plant operator to monitor. Three Valleys Water, a Veolia Water company, is the UK's largest water-only supply company, serving three mil lion customers with more than 200 million gallons of highquality water every day in an area north and west of London.
For more information, contact www.veoliaenvironnement. com. â&#x2013;
r
engineering sevvices & eqyliHiieiit selulioiislw
wet weather flow
'Stibmerged Aerated
Ffitratfon Upit
Raked Bar Screen
Cyclone Unit
Screening systems for CSO,SSO and storm water treatment
CSO and SSO storage tank flushing/cleaning systems Biological wastewater treatment systems Rapid, high rate clarification process systems
Locations nationwide
Toll Free 888-535-7559 TCCHNOLOGieS
www.cdstech.com
Copafj
For more information, circle reply card No. 133(See page 25)
Energy Conservation
Deep lake water cooling - a matter of degrees By Tom Davey,Environmental Science & Engineering
Potable
Water to City
While Torontonians sweated
Oty of Toronto Waters WastewaterServices
Chilled Water to Enwave & Customer Loop
Enwave District Coahng System
Enwave Customer
3.3'C
out electrical blackouts and loss of air condition
ing, a press tour took place on a pleasure craft sailing from the Toronto waterfront. The boat trip gave a unique view of an impressive engi neering scheme which will, ultimately, use extremely cold Lake Ontario water to cool buildings in the huge office blocks in downtown Toronto and bring
IS.I-'C
Raw
Water Intakes
13.3'C 4 4'C
Customer
Building Loop
IQ atyleop EnwanelMp
111 atywalw EmvavpWiter
Q CuOoracrWatar
water to Toronto's Island Filtration
Plant for treatment to potable stan dards. As our boat tour got underway,
(!5i
H/X" Keaf Exihangtr
the airwaves were full of horror stories
from Ontarians complaining about the loss of air conditioning - this in stark contrast to the cooling breezes on our boat trip. The final sections of pipes for
Toronto's Deep Lake Water Cooling (DLWC) began to be placed deep into the chilly waters of Lake Ontario in August, 2003. The final pipe is one of three high density polyethylene pipes
One source of
into the lake and reach a depth of 83
Water and Wastewater Services divi
metres below the lake surface.
sion and Enwave. At the time of writ
water...two uses
By using the naturally occurring cold water from Lake Ontario,
from the Province of Ontario or the
that will extend five kilometres out
• 4''C water is drawn through three new intake pipes, treated at the Isiand Filtration Plant and directed
through an existing cross-harbour tunnel to the John Street Pumping Station (JSPS). • Prior to entering the drinking water supply, the water is sent through heat exchangers and energy is transferred between the City and Enwave systems. • Water enters the City side of the heat exchangers at 4.4''C and leaves at 12.5°C, with S-fC trans ferred to the water on Enwave's
side of the heat exchanger. • Physical separation between Enwave's system and the City's system is maintained via heat exchangers that are designed to
facilitate the transfer of energy, not water.
• One source of water provides cold ness for Enwave's system and drinking water for the City.
Enwave's Deep Lake Water Cooling project will provide an alternative source of air conditioning for down town office buildings in Toronto. In exchange for providing new raw water intake pipes to Toronto's Island Filtration Plant, Enwave will be per mitted to transfer the cold temperature from the City water to its chilled water system. This process will not have any negative impact on the potable water quality because there will always be physical separation between the City's potable water and Enwave's cooling loop. The Deep Lake Water Cooling project will produce enough cooling to service over 1,800,000 square metres of office space or approximately 100 Toronto office towers.
"This will be the largest lake water cooling service in the world, and the first of its kind in Canada," said Dennis Fotinos, Enwave President and CEO.
There are two stages to the Deep Lake Water Cooling project. The first stage, called the marine component, was expected to be completed by the end of August 2003 with the installa tion of the remaining pipes. The land
44 Environmental Science & Engineering,September 2003
construction stage will continue until the spring of 2004. When complete, Enwave will activate Deep Lake Water Cooling. The DLWC project is an excellent example of public private partnership with the City of Toronto's
ing, it had not received funding either Federal government. Established over 20 years ago, Enwave is one of North America's
largest district energy systems. Anchored by three modernized steam plants, a 20 kilometre distribution net work supplies over 130 buildings in the downtown Toronto core with reli
able, cost-effective heating. In 1997, with the opening of its Simcoe Street Cooling Plant at the Metro Toronto Convention Centre, Enwave introduced district cooling to Toronto.
Originally established as Toronto District Heating Corporation (TDHC) in 1982, Enwave underwent a legisla tive restructuring in 1999 and is deemed to be incorporated under the Ontario Business Corporation's Act. Enwave's shareholders are BPC Penco
Corporation, a wholly owned sub sidiary of the Ontario Municipal Employees Retirement System and the City of Toronto. Deep Lake Water Cooling is an environmentally-friendly, reliable, cost-effective, long-term method of replacing CFC-based chillers. continued overleaf...
OUR PROVEN CANNIBAL ^' PROCESS ELIMINATES BIOSOLIDS WASTING.
AERATION BASINS
ClARIFIER
Influent
j-nTTTrrnnnnini-ii
RETURN ACTIVATED SLUDGE MM
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SOLIDS SEPARATION
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frash, grits and inerts Effluent PATENTED INTERCHANGE
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BIOREACTOR
MIXED LIQUOR
SmartCannibal™ Controls
The revolutionary Cannibal™ Solids Reduction Process eliminates biosolids wasting and high handling and disposal costs in municipal and industrial wastewater treatment plants. The Cannibal Process cycles mixed liquor through a patented sidestream bioreactor, alternating aerobic and non-aerobic environments. Integral to the process is our patented solids separation module and the SmartCannibal"' Control System. These controls, which encode our unique process knowledge, regulate aeration and mixing at the optimum rate and time for solids destruction. The Cannibal Process has been success lonventionol Plant
Connibol" Process
fully proven in many operating facilities. Cannibal'" Process cost savings are immediate and increase with time and plant size.
For details call
USFilter Envirex Products @ 1-866-ENVIREX or email cannibal@usfilter.com.
For more information, circle reply card No. 134 (See page 25)
VE0LIA Envirbnment
Energy Conservation Significant statistics include: • DLWC uses 90% less electricity than conventional air condi tioning and 75% less energy overall. • It reduces carbon dioxide, nitrogen oxide, sulphur dioxide, smog, acid rain, greenhouse gases and ozone-depleting chlorofluorocarbons (CFCs). • DLWC cuts the greenhouse gas carbon dioxide emissions by 40,000 tons per year - the equivalent of taking 5,000 cars off the road.
• Sulphur dioxide emissions will be reduced by 176 tons each year. Sulphur dioxide combines in the atmosphere to make sul phuric acid, which kills aquatic life in Lake Ontario. The ecology of the lake will not be affected, as the DLWC system will be used for the City's potable water supply and will make its way to consumers for cleaner drinking water. The system will save 75-90% of electricity that would have been generated by a coal-fired power station. Contact: Enwave District Energy, Tel: (416) 392-6838, Fax: (416) 363-6052. ■
KMK
Two of the three HOPE 1,500 mm pipe intakes will
ultimately total 15,592 metres comprising 897 fused joints. Concrete anchor blocks will total 2,837 com prising 7,271 m^ of concrete.
Photo Tom Oavey
Our focus is water and wastewater
WATER AND WASTEWATER ENGINEERING 'Class environmental assessments MUNICIPAL ENGINEERING
'Process optimization and modeling INFRASTRUCTURE
'Master planning
MANAGEMENT
- Water transmission and distribution LAND DEVELOPMENT 'Urban and rural residential
developments
'Utility management
'Water storage and pumping
'Asset management 'Financial management
'Wastewater collection and
'Infrastructure planning
- Combined sewer overflow
pumping stations
'Commercial and industrial
'Information systems Integration
developments 'Resort developments 'Adult lifestyle developments
'System modeling and analysis
'Watermain and sewer rehabilitation
'System audits and condition
'Storm drainage
BRAMPTON
PICKERING
tel 905 459 4780
'Roads and tunnels
assessments
KITCHENER
WINDSOR
905 459 7869
management
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facility plans ■ Treatment technology evaluation and selection
'Treatment plant design and construction management 'Biosollds and residue management 'Operations and maintenance consulting • Regulatory compliance and operations planning
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www.kmk.ca
KMK Consultants Limited
46 Environmental Science & Engineering,September 2003
For more information, circle reply card No. 135 (See page 25)
Geotextile Liners
Landfill remediation using geosynthetics for stabilization By Bill Allison,P.Eng.,and Bruno Herlin,P.Eng.
During the summers of 2001
and 2002, the City of Hamilton and its engineers, Dillon Consulting Ltd., ten dered a construction project to cover, collect leachate, and stabilize slopes on an old landfill site, which had been
constructed adjacent to a creek. The challenge involved designing a veneer slope with geosynthetic products at slopes of 35 degrees while maintaining a natural landscape along the creek. Numerous geosynthetic products such as a geosynthetic clay liner, geomembranes, geogrids, textiles, and erosion
Photo 1. Installation of the geosynthetic day iiner over the existing iandfiii, 2001. View of the rainwater channei.
control blankets, were used to collect
leachates, stabilize the slope along the existing creek, and to restrict the pene tration of rainfall into the landfill to
reduce further infiltration into the sys tem. Used together, the geosynthetic products gave the owner and engineer a safe and economical solution to a contaminated site.
The Red Hill Creek is a 68 km^(26 mi^) watershed located on the southern shore of Lake Ontario. On the west
side of the creek within the city of Hamilton are the former Rennie Street
and Brampton Street landfill sites. These old city "dumps" were created when approximately 1.4 million m^
Photo 2. Instaiiation of the pipe coiiection system aiong with the lining system, which included the use of a 60 mil HOPE, GCL, drainage net.
(1.8 million yd^) of waste was dis
creek through the removal/plugging of
face water into the landfill and to min
posed into a 1-km (0.6-mi)-long sec tion of the floodplain of the creek. Leachate was being expressed as seeps along the west bank of the creek
buried utilities,
imize generation of leachate that could flow to the creek. During the summer of 2001, the hired contractor installed the GCL over a regraded landfill sur
• Construction of a low-permeability cover of the Rennie Street landfill to
minimize
further
generation
of
from the landfills. In addition, the
leachate,
face that directed surface water to a
encroachment of the Red Hill Creek by the landfills had created very steep valley slopes. The valley encroach
• Re-alignment of Red Hill Creek away from the landfill sites in a stable natural-channel design, permitting
ment had also caused enhanced rates
construction of a horizontal leachate
of erosion adjacent to the landfills that were leading to undermining of the banks and potential failure of the land fill slopes into the creek. The City of Hamilton retained Dillon to assist them in undertaking and implementing a strategy to control erosion and manage leachate for the sites. The strategy that was developed included the following: • Stopping the flow of leachate to the
collection system at the toe of the land fills, and
collection system away from the creek. A sand layer for gas venting was placed under the GCL. The GCL was covered with an adequate thickness of cover soil, including a non-woven geo
• Stabilization and lining of the land fill slopes to prevent slope failure and direct leachate to the collector system. Project concept and material selection
A geosynthetic clay liner (GCL) was selected to cover the top of the Rennie Street landfill in order to
restrict any further infiltration of sur
textile in the constructed rainwater
channel as a separator between the cover soil and the installed riprap. Discussions are underway with a local community liaison committee to identify potential end uses for the site. With this cover design, engineering and environmental limitations on the
end use are only related to excavation continued overleaf...
September 2003, Environmentai Sdence & Engineering 47
Geotextile Liners the creek and re-aligning the creek approximately 5 to 15 m (16 to 50 ft.) away from the landfill, in a natural channel design. Once the creek had been realigned, the construction of the horizontal collection system was start ed by installing a lining wall between the creek and the collection pipe (Photo 2). Once the horizontal collection sys tem was constructed, the slope 1.5 H: IV along the landfill was sealed by installing a system of drainage net, GCL and a structural geogrid for the soil cover veneer stability. This engi neered solution using Tensar geogrids can support the soil cover on steep slopes, reducing the strain placed on the underlying lining system and ensuring the long-term stability of the Photo 3. Construction of the slope along the landfill Included the use of drainage net to collect the contaminants, a GCL, and a geogrld wrap system
landfill. The GCL contained leachate
within the landfill and the drainage net
to ensure slope stabilization.
directed the leachate into the collection
system.
and building construction. The main component of the work is being carried out along the slope adja cent to the creek and in the creek itself.
One of the most significant challenges
of the project was to design a collec tion system against the creek and along a slope of 35° without exposing any existing waste. This was achieved by first excavating a wider floodplain for
Since the owner had chosen the
vegetated surface option, a wrap face system was designed to ensure surficial stability and erosion control. The system was constructed in a wrapping
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Geotextile Liners technique, which included an initial lift of 600-mm stone wrapped in a combination of geogrids and nonwoven fabrics installed over the slope biaxial grid. A second lift of selected topsoil wrapped in a geogrid and ero sion blanket was installed over the ini
tial stone lift. This process was contin ued in lifts along the length and width of the slope for a total coverage of
approximately 30,000 m^ (35,880 yd^). The entire sealing system was
l:
completed by hydroseeding the slope with a mixture of native grasses and wild flowers and then covered with erosion control blankets.
Tensar Earth Technologies engi neered the complete system, along with the slope stability. The project engineers undertook peer review. Terrafix Geosynthetics Inc. supplied contractor assistance and supervision during the entire length of the project. The project will continue later in 2003 with a final phase, which will include the continuation of the slope and horizontal leachate collection sys tem along the creek to the final limit of the landfill. Final plans of the project
Photo 4. New creek and stabilized slope with vegetation growth in progress over the erosion blanket and geogrid system. are to return the area to its natural
environment and this process has already begun with the growth of veg
slopes of the landfills, while providing the owners with a natural setting with minimal signs of synthetic products.
etation over the erosion blanket and the
geogrid system (Photo 4). The combination of geosynthetics provided the project engineers with a system to collect the leachate from the existing landfills and secure the steep
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49
Instrumentation
Potential operating savings through controlled wastewater and sludge treatment By Franz Winter,Endress+Hauser
time allows continuous measurement
In recent years, wastewater treat
of the
TOC
content. The "Sum
Absorption Coefficient" (SAC) is gaining increasing acceptance in this respect since it is easy to use. Nowadays it is possible to measure the SAC using sensor technology. Automated Sludge Discharge Volumes of sludge in the mechani cal treatment stage are subject to wide
ment plant operators' efforts have increasingly been aimed at devis ing economically efficient process es in wastewater and sludge treatment besides actually eliminating pollutants. Target figures for eliminating carbon and reducing nutrients such as phos phorus and nitrogen play an important role in this since they are a major fac tor in the eutrophication of our waters. There is also a financial aspect linked with sewage treatment, sludge biosolids treatment and disposal, to be
fluctuations. This is attributable to
taken into consideration. Use of mod
fluctuations in solid matter volumes.
ern instrumentation and control sys tems in various stages of the wastewater treatment plant processes sup ports, or rather permits in many cases, controlled wastewater and sludge treat
This is the first point where it is possible to prevent the undesirable
ment.
Inlet Load Measurements Measurements in the wastewater
treatment inlet make it possible to determine the load carried and to track
the load development, i.e. the capacity. The organic load is of special interest. Recognising shock loading in good
waste-water composition, weather
conditions, seasons and the daily rhythm of dischargers in the catchment area. Normally, primary sludge drawoff, according to a given time pattern, will not be capable of handling varying
entrainment of water into the down
stream sludge treatment process. Sludge which is too thin causes increased costs in heating digestion tanks, in the sludge dewatering process, and reduces the hydraulic capacity of the sludge treatment. The start of sludge discharge, i.e. opening the sludge draw-off gate valves, can take place as before within
a time pattern based on a daily load
Controls discharge of primary sludge to biosolid stages
curve or using sludge level measuring equipment which works on ultrasonic principles. The fact that there are now four-channel systems for measuring sludge levels is proving to be a benefit in respect of capital investment requirements. The use of continuously operating instruments determining suspended solids content is aimed instead at end
ing sludge draw-off in good time. Suspended solid sensors are installed directly in the sludge dis charge pipe in order to reduce mainte nance effort, increase operational safe ty and obtain representative measure ments. In a typical cycle the solids content increases to approximately 5% dry mass(DM)after the discharge gate is opened, then declines to approxi mately 2% DM over a period of about five minutes, before sudden water inrush occurs. The limit value for sus
pended solid content is set according to this characteristic curve to halt
sludge draw-off at about 1 - 2% DM. Suspending the sensors directly in the sludge hopper has not proved suc cessful. The risk of sludge depositing on the hopper walls is too great. The sensor would then signal a high sludge
Benefits: insures that the concentration
of primary siudge is not "too thin", carrying unnecessary water to the siudge treatment stage. CUM 750
81-05
increases the hydrauiic capacity of a thickener. increases the gas yieid in a digester.
Decreases heating energy used in a digester. LIQUISYS 8 81-03
CUA461 CUS 41
81-03
Primary sludge discharge.
50 Environmental Science & Engineering,September 2003
Decreases pump energy usage. Reduces the amount of polymers used in the dewatering process.
Instrumentation wastewaterireturn sludge). The return activated sludge ratio is controlled by
Benefits: STAMOSENS CNM 750 D5-03 □enitrification Basin
the solids measurement in the activat
Internal recycling of ttie sludge is adapted to the
ed sludge basin. As a result of the larger basin vol umes, the reaction time is correspond ingly high, so that step controls have proved correct.
denitrification's capacity (load). CNS 70
Optimizes the degradation of nitrogen (more reduction of nitrate - less nitrogen in outlet).
D5-03
Insures the fulfillment of the
discharge permit.
Automated Waste Activated
Sludge Discharge There are two possible measuring parameters for the sedimentation process stage in the secondary clarifi er: measurement of the sludge profile,
Avoids floating sludge in secondary clarifier (no "wild" denitrification).
Internal Recycling Sludge
Control of circulated sludge.
level although the water would have already been drawn off due to tun nelling. Biological Nitrogen Elimination by
solved oxygen to metabolise; this is introduced by a blower. Overriding control according to ammonium con
Denltrlflcatlon/Nltrlflcatlon
stage can lead to significant energy savings. Furthermore, the efficiency of the denitrification stage is increased in
return activated sludge pipe, a) Sludge level concentration measure ment (profile): Waste activated sludge draw-off is controlled by continuous measurement of the sludge level using a
that, under controlled conditions, less
minimum/maximum contact for the
free oxygen is introduced into the tank.
sludge level. The operator can obtain a wealth of additional information by installing an optical measuring system where a sus pended solid sensor tracks the separa
In recent years it has become impossible to imagine not using online measuring technology for optimum operation and for transparency. This is particularly relevant since approxi mately 65% of the entire energy requirement for a sewage treatment plant is used during the biological stage of the process. Approximately 80% of this is used in denitrification.
Various methods are used, the most
frequent being upstream denitrifica tion.
Therefore the water flows first
into a biomass culture in anoxic condi tions. The nitrate content at the outlet of this denitrification tank is measured
by immersion sensors using the UV absorption principle. This nitrate con tent measurement also directly con trols the quantity of recirculated sludge, i.e. the nitrate return from the downstream nitrification tank. If there
is a low level of nitrate, the quantity of recirculated sludge is increased, or vice versa. For example, if the nitrate content of 2 mg/1 in the denitrification discharge is exceeded, the denitrifica tion stage is overloaded. In this case, the recirculated sludge is either reduced or carbon dosing may be acti
and solids content measurement in the
tent at the exit from the nitrification
In this cascade control of the ammoni
um and oxygen concentration, the ammonium analyser controls the oxy gen flow within the 0.5 mg/1 to 2.0 mg/1 range. The oxygen control operating at this level limits the air supply intensity, since oxygenation becomes uneco nomical at values over 2 mg/1. If the ammonium is not completely oxidised at this value, there is an overload or wastewater pollution load. Suspended solids measurement in the activated sludge basin serves to ensure the biomass necessary for decomposition of the organic matter. The quantity of return activated sludge from the secondary clarification stage is set by the return sludge ratio. A ratio of I:I is normal (incoming
tion zone. This determines the sedi
mentation behaviour by traversing a probe up and down the depth of the basin and by assigning the suspended solid content measured by the sensor to the sensor position. The resulting
depth/concentration profile provides information on sedimentation behav
iour, sludge quality and, in the broad est sense of the term, on the sludge age.
The deposition of extremely fine suspended matter, caused by anaerobic processes, and undesired denitrifica tion, can also be detected in good time. continued overleaf... STAMOLYS
Controls transformation of ammonia to nitrate
CA70AM D2-13 LIQUISYS S D2.05
Benefits:
vated in order to "feed" the nitrate
organisms, thereby increasing its per formance/activity. If, instead, the nitrate content falls below 0.5 mg/1,
Optimizes the aeration COS 31 CYA611 □245
process. Microfilter D2-13
this indicates that the denitrification
stage still has decomposition capacity and the recirculated sludge can be increased accordingly. The microbiological decomposition of organically linked nitrogen to nitrate occurs during the aerobic stage - nitri fication. The microorganisms involved in the nitrification stage require dis
® Decreases energy
consumption (blowers).
® Prevents exceeding of limit values.
Nitrification Basin Blower
Control of required dissolved oxygen. September 2003, Environmental Science & Engineering 51
Instrumentation polymers are Benefits: UQUISYS S CYH 101 D2-03
Aeration
Basin
- Controls the blomass
population, which saves energy by limiting excess air
cus 4i D2'^3
addition.
to
CYA611
Secondaiy
\
Clarifler
reaction time. An exces «' Insures that the proper amount of biomass is present for efficient organic pollution removal.
o
added.
Flocculant dosing caus es a direct change in the optical characteristics of the sludge, which are also dependent on the sive change in the opti cal quality of the sludge will lead to measuring errors.
S' Reduces the need for
laboratory analysis of process. » Provides "real time" information.
Return activated sludge(RAS)
« Allows the operator to adjust the process based on changing plant loading conditions.
ment:
Just as in the preliminary settled sludge draw-off process, the suspend ed solids of the return activated sludge can be used as a control parameter. The photometric sensor is normally installed using a ball valve assembly which allows the operator to fit and remove the sensor for maintenance
purposes without interrupting the process. The signal from the continu ous suspended solid measuring system is evaluated against a minimum limit in order to stop discharge of waste acti vated sludge in good time.
determined
from
solids content, is re ward"
Optimized Sludge Dewatering The digested sludge still contains approximately 95% water. In order to burn the sludge, or to enable it to be stored at a disposal site, additional water must be extracted from it in
thickeners, belt filter presses, screen belt presses and centrifuges. Solids content, turbidity, pH, flow and hydro static pressure, as well as differential speed when decanters are used, are the control parameters required. When the suspended solid sensor is installed it is especially important to ensure that measurements are taken before the
control.
Feed
back, i.e. regulation, is possible by using turbidity sensors in the centrifligate/filtrate. The foam and air bubbles must be extracted from the centrifu-
gate in a de-aeration vessel in order to obtain representative measured values. Flocculants (polymers) are used to destabilise the charge equilibrium in the sludge/water mixture and thereby to promote the coagulation of microflocs. The reaction of polymers with the sludge to be dewatered depends on several factors, e.g. pH value, temperature, particle size, and the water retention capability of the sludge. Polymers change the charge
Controller
Benefits: Detects a sludge overflow UQUISYS S
the
product of flow and ferred to as "Feed for
Control of suspended solids.
b) In-line suspended solid measure
Flocculant dosing according to the incom ing dry mass weight,
i
earlier than an effluent
turbidity monitor.
D3-02 cue 101 D3-01
© Automates the discharge of waste activated sludge(WAS) based on the sludge blanket level. ® Insures that a low concentration
sludge is not pumped to the biosolids stage. CUA 461 CUS 41 D3-02
Control of return/waste activity sludge. 52 Environmental Science & Engineering,September 2003
® Insures that there is always enough biomass to meet the changing demands of the plant.
Instrumentation balance in the suspension and thus per mit the suspended solids to coagulate. Measuring the charge on the surface of the suspended solid is an obvious way of determining effectiveness. Stream ing current monitors are used to meas ure the charge. The control target (set point) is located close to the isoelectrical point. The principle of the economic opti mum applies here. In other words, overdosing of polymers must be avoid
Benefits: © Optimize the de-watering Flocculant LIQUiSYSS
® Allows a control strategy based on 'dry mass' I I
(flow X suspended solids) concentration, not only flow.
{UQlflSYSSl G1-02
© Provides more efficient
polymer addition, thereby reducing costs.
ed on the one hand, since the motto
"the more the better" does not apply here; it is rather the case that too much flocculant makes the dewatering result worse. On the other hand, it is appro priate to consider whether a centrifugate lightly loaded with solids should not be accepted if this means that poly mer consumption can be significantly reduced and thereby great cost savings can be achieved over the year. Summary If one starts with the guiding princi ple of avoiding causes instead of rem edying them, it is impossible to do without online measuring systems as described above.
process and solids retention.
Saves energy producing PROMAG G1-01
CUS41 <32-04
CUA4ei CUS41 G1-02
sludge with a higher solids content.
Cenfrate
Control of return/waste activity sludge. The continuous measurement of
level, pressure, flow, oxygen, pH, solids content, sludge profile, sludge level, SAC, ammonium, nitrate and phosphate parameters has become standard equipment in a sewage treat ment plant. They are a suitable means not only for finding out more about the consti
tution ofthe sludge and wastewater but also about the process stages and, thus, to reduce operating costs through reg ulation and control, and, at the same time,to increase operational reliability.
For more information contact Jean Rivers, Endress+Hauser Canada. E-
mail:jean.rivers@ca.endress.com.
YSI Environmental
YSI Water
Quality Meters The 600 QS combines the compact 600R multiparometer water quality sonde with the rugged, reliable 650 MOS display/data logger into one easy-to-use handheld measurement unit. Equipped with YSl's patended Rapid Pulse dissolved oxygen sensor, there is no need to circulate or monuolly stir to provide stable and accurate DO readings. Other parameters include temperature, conductivity, salinity, ORP, and depth.
emperaiure
Conductivity Dissolved Oxygen pH ORP
Depth Resistivity
The 600 QS can be ordered with various coble
Specific Conductance
ntific Limited «h©skin«ca For more information, circie repiy card No. 140 (See page 25)
lengths making it suitable for taking spot measurements or doing vertical profiling. For product and pricing information or rental rates please contact: Your Canadian YSI Service Centre Vancouver
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September 2003, Environmental Science & Engineering 53
Air Pollution
What is wrong with our air pollution strategies? ample evidence that the combustion products released mostly from tailpipe emissions are the major sources of
ByTahirR.Khan, Ph.D.Vice
President,CEMS
smog.
A few major findings are quoted here:
While we have not done a
bad job in taking stock of air pollution problems in the past 50 years, imple-
mentaton of remedial measures has
been dismal. Both public and private agencies have continually been gener ating data on local, regional and inter regional levels that has produced
1. The first major episode that demon strated the injurious health effects of air pollution was the Great London Fog in England in 1952, which result ed in 4,000 deaths. 2. It is well documented that tailpipe emissions consisting of nitrogen oxides (NOx), volatile organic com pounds (VOCs), particulate matter (PM), and some other chemical com pounds in relatively smaller propor tions including unburned fuel, sulphur oxides, hydrochloric acid, etc., are released from the combustion of fossil
Stormwater Treatment Center Withdrawal
Corioius Pipe Tangential
Secondary Storm Pipe (Optional)
Inlet
Trapped Floatables
Sediment Sump
fuels such as gasoline and diesel oil. These pollutants, when released to atmosphere, interact with each other in the presence of light and generate smog.
According to the Ontario Ministry of the Environment(MOE)Air Quality in Ontario, 2000 Report, 63% NOx, 30% VOCs (includes emissions from road vehicles and other transporta tion), and 39% PM (includes emis sions from road vehicles, other trans portation, and area wide fuel combus
Precaster Detail Drawings in AutoCad format are prepared by
tion such as off-road motors, and space heaters) are released from tailpipes and similar combustion processes. 3. The problem is further aggravated by ozone, produced when NOx react with VOCs in the presence of sunlight at elevated temperatures. The smog that appears as brownish-yellow or grayish-white haze in summertime is thus a mixture of ground-level ozone, particulate matter and other airborne compounds; the major components are the former two. The problem appears to be spreading, much to the alarm of the general public. 4. Smog is costly both economically and in the way it impacts on human
Enviromnent 21.
health. It has been well understood for
Environment 21, LLC
decades that exposure to high levels of smog can aggravate a wide range of respiratory diseases. Studies have
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54 Environmental Science & Engineering,September 2003
y
shown increases in hospital admissions for respiratory incidences when levels of ozone elevate at ground level during smog periods. 5. There is compelling evidence that people with asthma, respiratory or car diac diseases are more sensitive to
inhalable and respiratory particles components of smog. Numerous national and internation
al studies have been carried out during the last five decades, in which injuries inflicted upon public health and wel fare have been highlighted. For instance, a study. Air Pollution Burden ofIllness in Toronto, published in May 2000, showed that air pollution had caused 1,000 premature deaths, and 5,500 hospital visits were linked to heart or lung diseases. A recent U.N. study discovered an
inter-regional smog episode and received extensive coverage. A two-
mile thick cloud of smog shrouding southern Asian skies was threatening the lives of millions of people in the region and could have had adverse effects much farther afield.
Given the undisputed scientific evi dence ofsmog,common sense dictates that the next step must be to control the sources that generate or contribute to smog - the tailpipe emissions. Simply put, we must substantially reduce tailpipe emissions. Our society, how ever, is heavily dependent upon trans portation driven by internal combus tion engines. So we cannot put a sud den stop to the use of existing trans portation systems that generate
Air Pollution tailpipe emissions. However, it is a fact that we have the technology and knowledge that would cut tailpipe emissions and provide an alternative
transportation system if we want to do it.
Governments have not completely ignored the problem and not taken any action; they have, but the course they have taken is too meagre. The most astonishing thing I con tinue to witness is that public work shops, smog summits, conferences, citizen forums have been organized on an annual basis. And in these gather ings the governments, so-called clean air activists, community groups and researchers, both private and public, keep on painting the age-old gloomy picture of adverse health effects, pour ing out more and more statistics on smog-related deaths and hospital admissions. But no serious thought has been given to alternative transport sys tems that would curb tailpipe emis sions. Rarely, have I found an effective and decisive discussion on alternative
transportation. The MOE initiatives in Ontario
Smog Plan, Steering Committee Report, January, 1998 are listed below; the comments are mine; 1. A Smog Accord developed and sup ported by governments, businesses, and community representatives reiter
tion through cooperative activities. 5. Implementation of a management policy to ensure that progress is being made to improve Ontario air quality. Report Card After the passage of 50 years, we still are struggling with good inten tions - but no real work has been done to curb emissions.
Air quality in southern Ontario has consistently been deteriorating as the highest number ever of smog alerts was issued during the summer of2002. What good is an advisory when there is no mass transit from my resi
1. Preparing a blueprint to install Mass Transit Systems (MTS) on selected roads and highways in phases. 2. Diverting a portion of the road/high way construction budget to the devel opment of mass transit systems. 3. Laying the foundation of the first phase. 4. Building residential and commercial areas right along the MTS track, instead of clusters which are miles
apart.
A Call to Government Agencies A few air quality summits, a proud news release from a municipal coun
dential area and I have to reach the
cilor that he rode his bike to the sum
office at 8:00 a.m. in downtown
mit, a few photographs of federal and provincial ministers riding bicycles on busy downtown streets, are just win dow dressing which does not put a dent in air pollution and smog problems.
Toronto; what I do, is crank my car engine and sit in the traffic jam, pollut ing the air with a thousand others. Granted, a dismal fraction of us might sweat on a bicycle and cough our lungs out, but it is not going to make a dent in the air quality. When we look at the Ontario air
quality as given in Air Quality in Ontario 2000 Report we observe: • Approximately 10% reduction has taken place in NOx concentration lev els between 1980 and 2000. • The trend in VOC emissions shows
that, in 1991, 800 kilotonnes were released and, in 2000, 670 kilotonnes, a decrease of approximately 16%. • The trend in particulate matter
The first and foremost issue here is
tailpipe emissions and unless we give a practical alternative to private automo bile users, smog levels will grow no matter how many times the minister rides a bike on downtown streets. ■
Water quality monitoring The Six-CENSE® is
a 6-in-l multiparameter in-line sensor that
can
measure
Chlorine (free chlo rine), Chloramines
ates that:
reduction indicates approximately
• Smog is a serious and continuing problem affecting Ontario, and acknowledges that we have the
2000.
• There is practically no difference in
(combined chlorine) or Dissolved Oxygen, pH, Conductivity, Oxi
resources to take decisive action to cut
ozone concentration levels between
dation-Reduction
smog - Goodfor the MOE! • The partners recognize NOx, VOCs and particulates are major contributors to smog - hardly earth shaking news. • The pollutants originate from
1991 and 2000.
Temperature. This electrochemical technology sits on a robust ceramic chip. Six-CENSE is the only multiparameter sensor designed for direct insertion into pressurized water
sources both in Ontario and the U.S.
• Reducing smog can improve health and the quality of the environment - a banal statement ofthe obvious. • The partners expressed the intent by 2015 for a 75% reduction in the num
ber of times the 80 ppb 1-hour ozone criterion is exceeded as compared to that between 1990 and 1994 - by then
MOE will see the end ofseveral thou sand lives!
2. Reduction of the total NOx and
VOC emissions by 2015. 3. Reduction of particulate matter
through better understanding of these pollutants - keep on understanding! 4. Reduction of transboundary pollu
18% reduction between 1991 and
Action Plan
The agencies responsible for the well-being of the public must take notice of their record to date and begin putting together a strategic action plan that must be put into gear right away no declarations, no preparednesses, no pouring out statistics of deaths, illness es, and hospital admissions. These agencies must realize that as long as they keep on building new highways, allow more SUVs, build gaps between residences and business, smog will continue killing people and the environment. A completely new direction based on mass transit sys tems must be planned and built. This, of course, is a tall order, but if governments are serious about protect ing human lives and the planet, they can make a start. This can be done by:
Potential,
and
mains from 2" to 36" in diameter,
making it ideally suited to fulfill the requirements of water utilities to monitor the water quality throughout their distribution system. The unit is easy to install, simple to calibrate, and is designed for durability and minimum operator maintenance. Monitoring Applications Include: Finished Water, Source Water, Wastewater, Final Effluent. Visit us at www.enviro-analytical.com. Environmental Analytical Systems Circle reply card No. 154
September 2003, Environmental Science & Engineering 55
Ecosystem Protection
More than 1000 international government and
industry specialists involved in dam construc tion gathered in June, in Montreal, for the con gress of the International Commission on Large Dams (ICOLD), where the World Wildlife Fund is calling on ICOLD members to implement the guidelines of the World Commission on Dams(WCD)to ensure that the environmental damage caused by dams is reduced. Dams are amongst the most destructive developments affecting freshwater ecosystems, threatening wildlife and people. Large dams also have displaced between 40 to 80 million people globally. There are already 45,000 large dams (more than 15 metres in height) and ICOLD has called for a doubling of this number. Such a dam building
me"
on Dams (WCD) released a report suggesting that many dams have caused unacceptable and often unnecessary
ance and carrying out comprehensive needs and options assessments. ICOLD, which represents the majority of governments and companies involved in dam planning and construction, has so far refused to endorse the findings of the WCD, instead denouncing the WCD report as unbal anced, even though one of the WCD Commissioners, Dr. Jan Weltrop, is ICOLD's honorary president. "Dams have caused widespread environmental damage. By demonstrating how to build better dams in the right locations, the WCD has shown a way forward," said Dr. Ute Collier, WWF's Dams Initiative Leader. "It is high time that ICOLD takes action to change its practices in line with
social and enviromnental costs. The WCD made recom
the WCD's recommendations".
mendations for a new approach to decision-making on dams, stressing in particular the need to gain public accept-
One ofthe key themes discussed at the ICOLD congress is the financing of hydropower dams. WWF warned ICOLD members that many financial institutions, in par ticular commercial banks, are becoming increasingly cau tious about financing potentially controversial dam proj ects. WWF believes that if dam projects followed the WCD guidelines, this would not only reduce environmental and social costs, but also lower the financial and reputational risks for potential lenders. WWF is advising financial insti tutions to screen dam projects according to WCD guide lines which should ensure that projects have won public
bonanza would have disastrous socio-economic and envi
ronmental consequences. In Canada, large dams have impacted significant por tions of many watersheds. WWF-Canada's recently released study. The Nature Audit (which measured Canada's efforts to conserve biodiversity),found that dams are having significant consequences for biodiversity in some parts of Canada. Two of the largest dams are in Quebec (La Grande Riviere and the Manicouagan River). In November 2000, the independent World Commission
WASTE WATER TREATMENT NOISE CONTROL PANEL SYSTEMS
acceptance and are viable.
Contact: Dr. Ute Collier, e-mail: ucollier(@ wwf.org.uk, or Sheree Bond, WWF-Canada, e-mail: slbond@ wwfcanada. org. ■
Call for Papers The 12th annual Environmental Management Compliance & Engineering Conference and Workshops ECKOUSTIC FUNCTIONAL PANELS...the
practical efficient solution to noise reduction needs.
High Performance combined with Economy • Outstanding sound absorption • Reduction of reverberation & background noise • Simple installation • Easy maintenance & durability
ECKEL INDUSTRIES OF CANADA LIMITED
15 Allison Ave., Morrlsburg, Ontario KOC 1X0 (613) 543-2967 FAX:(613) 543-4173 1-800-563-3574 GAN./USA Web Site: http://www.eckel.ca/eckel E-mall: eckel@eckel.ca For more information,
56
circle reply card No. 167 (See page 25)
May 12,13 2004 Toronto Congress Centre,650 Dixon Rd., Toronto
Organized by Environmental Science & Engineering Magazine & Canadian Environmental Regulation & Compliance News , this con ference Is the largest event of Its kind In Canada. For more informa tion on the conference visit www.esemag.com Main topics covered will Include; regulation and compliance, ISO principles and best practices, the Kyoto Protocol and air emissions, Industrial wastewater, environmental health and safety issues, due diligence, contaminated land Issues, spills and emergency response. If you are Interested in presenting a paper related to these top ics, please fax or email a 100-200 word abstract to Lawrence Earl, Program Coordinator, by October 31 2003. Fax: (416) 920-0620, Email: tgate@ldlrect.com.
AWWA
Water Quality Technology
..
Conference®''
and Exposition
Pttiisielpma Philadetphia, P(?
This annual event has been the
Take Advantage of These Outstanding Opportunities;
leading drinking water quality forum for more than a quarter of a century! Attendees from around the world will gather to learn the newest technological
►
A comprehensive program with more than 30 technicai sessions, comprised of more than 180 presentations representing the work of more than 500 experts in the water quality field.
►
8 speciai-topic sessions on the timely Issues of regulatory updates, unregulated contaminant monitoring, treatment of CCL organics, aesthetics of corrosion and leaching, distribution system water quality modeling, decentralized treatment approaches, and source water quality.
►
2 eariy-bird sessions on Wednesday morning on the regulatory impacts of Atrazine and molecular technology challenges.
►
9 in-depth and interactive workshops on the basics of microbiology, initial distribution system evaluation, impact of disinfection practices on the distribution system, validating UV disinfection system for drinking water applications, reclaimed water, pilot plant operations, treatment alternatives for taste and odor control, laboratory design.
advances, discuss their
latest research projects, and share pertinent information.The workshops, technical sessions, poster session, exhibits, and facility tours are designed to keep you up-to-date and allow for maximum networking with your colleagues.
Stewardship of Drinking Water Quality for more information or to reglstei^ visit wwwvaiwa^org or call 1.800.926.7337 and mention code PRT.
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For more information, circle reply card No. 144 (See page 25)
Odour Control
Vortex flow inserts for odour and corrosion control
-ÂŤâ&#x20AC;&#x201D; D.i-op Structure
Accelerated Flow si
Vortex Form
Richard St-Aubin,P.Eng., IPEX Inc.
The Vortex Flow Insert (VFI) is a special y engi
Top Cut Influent Line
Vortex Channel
neered drop structure that uses the kinetic energy of failing wastewater to eliminate odour discharges from municipal manholes and pumping stations. While vortexes have been used for many years to sup press turbulence and minimize air injection in large man hole drop structures, a recent innovation by noted hydraulics expert Dr. Eugene Natarius not only allows the VFI to suppress turbulence, but to actually oxidize hydro gen sulphide (H2S) and other odorous substances in wastewater. This has the effect of actually improving wastewater quality by dramatically increasing the concentration of dis solved oxygen in the flow. As a result, the VFI has been patented, and has been awarded a special Technical
Innovation Award from the American Public Works Association.
Vortex Flow Inserts are successfully operating in over 20 locations in the United States, and have also been installed in Australia.
Flow Exit Vortex Shaft Base
The most recent installation in
Canada was in Sarnia, Ontario, where the VFI drastically reduced H2S generation in a drop manhole near the Plank Road Pumping Station. How the VFI works
Incoming sewage is accelerated to supercritical flow conditions in the upper vortex form that has an increased slope. As the flow is accelerated, it flows around a swirl of
decreasing radius, thus generating a centrifugal force. The sewage flow proceeds to a much smaller diameter
drop pipe, where it continues to spin and drop at the same time. This creates a whirlpool effect, forming an air core down the centre of the drop pipe. This whirlpool or vortex effect creates a slightly lower pressure in the air core, creating a down draft that draws odorous gases down to the bottom of the manhole. The
H2S and other gases are entrained back into the sewage in the specially designed energy dissipating pool. Because ofthe vigorous aeration and mixing that occurs
Effluent Line
in the energy dissipating pool, the dissolved oxygen con tent of the sewage is drastically increased, thus oxidizing the HjS gas.
In order for the VFI to be effective, a drop depth of at least one metre is required; however, a drop ofthree metres or more is considered optimal. The VFI will perform in drops of well over 30 metres, and can be specially engi neered to handle greater distances. They have been suc cessfully installed both in drop manholes and in pumping station wet wells. While the main applications for VFIs are for control of odour and gas generation, they have also been used as energy dissipaters for such applications as turbine outlets.
The advantage of this approach for controlling odours at sewer drops is that it requires no active maintenance.
These vortex units are designed to be self-cleansing and they will work effectively at flows between 10% and 110% of their rated
capacity. This allows a vortex unit to han dle the widely varying flows that are char acteristic of many sanitary sewers. Current liquid phase odour control methods include injection of various
chemicals such as ferrous sulphate or hydrogen peroxide into the sewage flow. While the VFI typically has a lower capi tal cost than most chemical injection sys tems, the real savings come when consid ering the annual chemical costs. Based
on a flow of I million (US) gallons per 58 Environmental Science & Engineering,September 2003
Odour Control day (44 L/s), with a concentration of 5 ppm dissolved sul phide, annual chemical costs could range between $30,000 and $40,000 annually. In addition, some commonly used chemicals (such as iron salts) often require double contain ment tanks and piping systems. The vortex flow will perform well in virtually any area where falling wastewater creates an odour or corrosion con cern. When installing a vortex unit in a wet well, it is important to recognize that the vortex unit forces air into the flow, and, therefore, should be located a reasonable dis tance from pumps in order to prevent air bubbles from
Perhaps the most important statistic is that, to date, no new odour complaints have been received from area resi dents.
Scientific papers describing the VFI in greater detail are available from the author, Richard St-Aiibin, e-mail: ricsta @ipexinc.com.
POSITION AVAILABLE VICE PRESIDENT - TECHNOLOGY
being injected into the pipeline. In areas where the total drop may be less than adequate
WATER TREATMENT
for complete odour attenuation, the VFI can work in tan dem with traditional chemical injection to reduce chemical
MS Filter Inc. supplies package drinking water treatment plants for small communities in Canada and the United States. Due to sales growth, we require a VICE PRESIDENT to manage the development of existing products and grow the company into new products and markets.
costs.
The performance of one of the first Vortex Flow Inserts, which was installed in the Minneapolis/St-Paul area in 1998, was documented at WEFTEC in 2000. This paper
The VICE PRESIDENT will take responsibility for all aspects of our Multi-Stage Filter product including quality, cost engineering, research and manufacturing. The VICE PRESIDENT will also have project responsibility with a team of designers, project managers and service technologists. The VICE PRESIDENT will be part of a team evaluating new technologies and markets to grow the company. The ideal candidate is a Professional Engineer in civil, chemical or environmental engineering with 10-20 years of experience in the engineering of water technologies.
described the installation of a VFI at a manhole that had
been a persistent odour problem for many years in a Minneapolis neighborhood. In addition to the odour prob lem, the upstream 750mm concrete pipe required rehabili tation both in 1989 by sliplining, and in 1996 with cured in place pipe. The manhole was located downstream of a dis charge point of an 8.1 km sewage forcemain, with an aver age daily flow of 12,500 m3/day, and a drop of 4.5 metres. A chemical injection system was installed in 1997 to miti gate the odour and corrosion concerns, consisting of chem ical pumps as well as an underground 19,000 L chemical storage tank. While the system was effective at controlling hydrogen sulfide induced odour and corrosion, chemical costs averaged up to $5,700(US) per month.
MS Filter Inc. offers a competitive salary and benefits, along with an employee profit sharing program and an opportunity for professional achievement in a rapidly growing company.
Please send replies to: MS Filter Inc.
A VFI was installed in November 1997, and concentra
17665 Leslie St., Suite 47, Newmarket, Ontario L3Y 3E3 Fax:(905) 853-8807
tions of dissolved HjS in the wastewater were measured in two phases - one with only the chemieal injection system operating, and the other with only the VFI operating. In all cases the VFI performed at least as well as chemical injec tion, and in some cases was even more elTective at reducing HjS concentrations.
rabernethy@msfilter.com For more information, circle reply card No. 145(See page 25)
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For more information, circle reply card No. 146 (See page 25)
September 2003, Environmental Science & Engineering 59
Public Health
Stormwater management could combat West Nile Virus By R.Dale Downey,P.Eng.,Gumming Cockburn Limited
Can stormwater management
ponds be designed to combat the proliferation of the West Nile Virus? The answer is yes, with a little help from Mother Nature. There is a public perception that stormwater management ponds pro vide abundant habitat for the propaga tion of mosquitoes. Current research suggests these facilities can and do provide suitable habitat; however, there is little evidence to support them as significant breeding grounds for mos quitoes. Recent
field
observations
in
Canada and the United States conclude that constructed wetlands and
stormwater management ponds actual ly pose a low risk in spreading the West Nile Virus since the mosquito species that are found in wetlands and stormwater management ponds tend not to be the variety that carry the West
Canada and the US to manage the spread of the virus to humans and ani mals.
The focus of this article is to report on the type of measures being imple mented by water resource engineers and municipalities in the design, operThe larvicide
Methoprene, administered
in peiiet form when the
mosquito is in the iarvae
stage of deveiopment, has proven highiy effective.
urban communities. Birds serve as the
host for the virus. The mosquito first acquires the infection by feeding on an infected bird and the virus is then
transmitted when the female mosquito bites a person or animal. There is no evidence to support the view that the virus can be spread naturally from one person to another or from birds and mammals to a person. Which mosquito species actually transmit the West Nile Virus to people and animals? Scientists don't know for
sure; however, many believe that the virus is primarily associated with Culex mosquitoes. They are common ly known as the northern house mos quito, are widespread and have a flight range of less than one kilometre. This means that if you are bitten by one of these mosquitoes, then it likely hatched nearby. Water that is stagnant for more than three to five days, high in organics, within areas of dense veg etation, and free of predators, is a very attractive habitat to the female mosqui toes and well-known as a high risk site, particularly from May to September when the mosquito larvae are hatched. We are all well aware that the adult
mosquitoes are most active just after sunset.
There is also uncertainty on how
Nile Virus.
Ofthe 74 known species of mosqui
the virus survives our cold winters.
toes in Canada,the West Nile Virus has
Some scientists believe it could be car
been detected in 10 species. Not all species are found in all parts of Canada (57 species are found in Ontario) though field tests suggest that less than 1% of mosquitoes are likely to be
management ponds to help mitigate the spread of the West Nile Virus with
infected with the West Nile Virus.
in our communities.
ried inside migrating birds or remain dormant in hibernating mosquitoes. On May 13, 2003, Ontario Premier Ernie Eves announced new provincial standards for larviciding as part of the government's $20 Million commit
ation and maintenance of stormwater
Further evidence states that if an
Current research demonstrates that
infected mosquito bites you, then you have a 0.3% chance of developing mild symptoms. These low percentages may appear insignificant but substantial efforts are presently underway within
only female mosquitoes can spread the virus and the most important action we can take to control mosquito popula tions is to eliminate or treat the highrisk mosquito breeding sites within our
ment to combat the West Nile Virus. The
Premier's
science-based
dictions within the United States such
as Illinois, New Jersey and New York.
Water Resources,Water, Wastewater & Solid Waste
www.ae.ca
• Burnaby • Kelowna • Calgary • Edmonton • Regina • Saskatoon • Toronto • St. Catharines
• Lethbrldge
60 Environmental Sdence & Engineering,September 2003
and
multi-tasked action plan was devel oped from recent experiences ofjuris
ASSOCIATED
ENGINEERING
For more Information, circle reply card No. 147 (See page 25)
Public Health The provincial action plan will provide funding to support all costs of purchas ing larvicide for use in municipalities in Ontario. In response to this initia tive, Ontario municipalities have
Methoprene is the larvicide of choice in many municipalities in Ontario. It comes in slow-release pel
version of the Design Manual. There are two traditional types of stormwater management ponds: Detention Pond (dry) and Retention Pond (wet). Recent advances in stormwater management have created a combination facility, known as a Hybrid Pond (combined wet and dry plus wetland). A detention (dry) pond is designed to capture stormwater dis charged from the storm sewer and release it at a controlled discharge to a designated outlet over a minimum of
let-like formulations and is adminis
24 hours. It is often referred to as an
tered when the mosquito is in the lar vae stage of development. It has been approved by both the provincial and federal governments and is considered
extended detention pond. Most of the time the pond is dry. Its primary func
assessed the risk within their commu
nities and approved by-law amend ments and new regulations to eliminate or treat mosquito larvae production areas,
safe for humans and the environment.
Stormwater management ponds represent the final stage of a tradition al three-stage stormwater management treatment train designed to control and treat the stormwater runoff draining from urban developments. These ponds are an end-of-pipe solution, which means they are located at the end or outlet of the stormwater collec
tion network. The most visible portion of the stormwater collection system are catchbasins, which intercept the water on our roads and deposit it into the underground storm sewer pipes. The ponds are designed to: capture the excess stormwater to prevent flooding downstream; detain and slow the rate of discharge to help reduce
tion is flood control and erosion con
trol. They were very common in the 1980s; however, many municipalities now discourage their use. A retention (wet) pond is the same as above except it contains a perma nent pool of water and its primary function is water quality treatment, erosion control and flood control. As
the name implies the pond always con tains a pool of water. This pool assists in the removal of pollutants normally associated
with
urban
stormwater
runoff.
A hybrid pond consists of a wet pond element, an extended detention component and a wetland element con nected in series. It provides enhanced water quality treatment capabilities. Most municipalities desire this type of pond design and sometimes add acces sories such as fountains to enhance its
performance and augment the concen tration of dissolved oxygen for a healthy fish habitat. Stormwater management ponds have proven to be a valuable tool to abate some of the water quality pollu tants and hydrologic side effects nor mally associated with the creation of our modern urban communities. A fur
ther refinement in the design of these facilities can help to control the spread of the West Nile Virus by eliminating the high-risk mosquito-breeding habi
tat. The following design features have been or are in the process of being adopted by Gumming Cockburn Limited in the design of stormwater management facilities in Ontario: • Gravity flow of water throughout the facility. Pumps and potential pump
Effective Solutions for Potable Wiiter, Wastewater, Leachate Storage and Industrial Storage.
stream channel erosion and habitat
degradation; and to capture and hold sediment and other pollutants that are washed from the streets and driveways
ExDerience does matter;.. Ou r construction crews
hal/e been building quality
and into the storm sewers. Recent
'
advances in the design of these facili ties have also enhanced their aesthetics
and property value within the commu nity. Most new draft plans of develop ment for residential, commercial and industrial communities in
Ontario
include a stormwater management pond. Many municipalities have devel oped guidelines on the proper design, operation and maintenance and moni toring of stormwater ponds; however, many of these guidelines are adopted from the Stormwater Management Planning and Design Manual pub lished by the Ontario Ministry of the Environment and updated in March 2003. Mosquito abatement measures within the stormwater management ponds are not addressed in the current
glass-fused-to steel tanks since 1966.
C'
Greatario =1iM
hi'
j
V Aquastore® Glass Tanks y Temcor® Aluminum Covers y JetMIx^'' Vortex Mixing System Phone 519-469-8169 Fax 519-469-8157 www.greatario.com•sales@greatarioengsys.com For more information, circie repiy card No. 148 (See page 25)
61
Public Health mosquitoes. Adult female mosquitoes can enter an opening as small as 1.5 mm (1/16"). Allowances must be made to permit easy access for dewatering if the need arises. • Fully submerge the inlet and outlet pipes within the discharge control structure to reduce the available sur
face area of water for mosquitoes to lay eggs. • Dry detention facilities must com pletely drain all standing water within 72 hours. • Small diameter flow control ori
Stormwater management ponds have proven to be a valuable tool to abate some pollutant and hydrologic problems. They can be refined to help control the spread of the M/esf Nile Virus by eliminating the high risk mosquito breed ing habitat.
Photo courtesy Corm Construction Sewer & Watermain Ltd.
failure are avoided. The hydraulic grade line is examined to ensure an adequate downward slope from the storm sewer outlet to the point of dis charge from the pond. • Constant supply of fresh water to the permanent pool in the wet or hybrid ponds. This supply is from a natural groundwater discharge and /or a relatively large contributing drainage area. Most large drainage basins have a constant dry-weather flow discharge
Encasing the riprap or concrete chute blocks within a sloped bed of concrete will diminish the risk of standing
fices can become clogged and block age will delay the drawdown time. Consider an emergency flow release. • Encourage permanent pools with a water quality that will support the indigenous surface feeding fish, which feed on mosquito larvae. Introducing non-native fish or wildlife to control
• Avoid using barriers or diversions that hold standing water. • Upgrade stormwater management ponds. In the 1980s and early 1990s, many SWM ponds were designed for flood control only (extended detention or dry ponds). Many facilities are
mosquitoes in ponds is not very effec tive and may tlu-eaten native species. • Control the growth and density of emergent and pond-edge vegetation within the shorelines or safety shelves along the perimeter of permanent pools so the mosquito predators are not inhibited or excluded from pond edges. This will enable the indigenous fish to swim between plant bases.
water.
being retrofitted to improve perform
These areas must be accessible for
from the storm sewers.
ance.
• Aerate the pond with a fountain, where possible, to increase the concen tration of dissolved oxygen and dimin ish stagnation. • Avoid using loose riprap or con crete formed depressions that encour age standing water. Riprap is often
designed for flood control, water qual
periodic maintenance and inspection. • Maintain a depth in excess of 1.2 m within the permanent pools to help prohibit the growth of invasive emer gent vegetation such as cattails. Emergent vegetation provides mosqui to larvae with shelter from predators and increases nutrient availability. The pond edges below the water surface are to be as steep and uniform as possible to discourage dense plant growth,
used at the outlet of storm sewers to
help dissipate the energy in the water.
The
modern
facilities
are
ity treatment, erosion conti'ol, habitat
protection and include a well-planned planting strategy ofindigenous vegeta tion. In many cases, this native vegeta tion helps absorb the stagnant water. • Seal the flow control structures
from stagnant water (held longer than three days)to prevent the entry of adult
ACTUATORS
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aUfTia'
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Fax: 1-888-835-2847
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For more information, circle reply card No. 149 (See page 25)
which would become a favourable
habitat for mosquitoes. • An impermeable liner may be used in areas where vegetation is not desired. • An all-weather access road is rec
ommended along at least one side of the pond that is less than 7 m wide and as close to the shoreline as possible. If space permits, ponds with a shorelineto-shoreline distance greater than 7 m generally require access on both sides. Dale Downey is Director, Water Resources, Municipalities and Land Development,for Gumming Cockburn Limited ofRichmond Hill, Ontario. Email: ddowney@cclconsultants.com.
Reserve your booth space today!!
,
.
location for
The 6th annual Ontario Environmental Tradeshow Held In conjunction with the 12th annual
Environmental Management, Complianoe & Engineering conference and workshops
May 12-13,2004 Toronto Congress Centre Toronto,Ontario Organized by Environmental Science & Engineering Magazine and Canadian Environmental
Regulation & Compliance News
I
Meet over 2,000 potential prospects To maximize exhibitor value, the 2004 Ontario Environmental Tradeshow will again be
held concurrently with ES&E's 12th annual Environmental Management, Compliance & Engineering Conference. Combined, these events are expected to have some 125 exhibiting companies and an attendance of over 2,000.
Environmental
^^Science 4
Contact:
Penny Davey - penny@0semag.eom Denise Simpson - denise@esemag.com
Engineering
220 industrial Pkwy. S., Unit #30, Aurora, Ontario L4G 3V6 Tel:(905) 727-4666, 1-888-254-8769 â&#x20AC;˘ Fax:(905) 841-7271 â&#x20AC;˘ Web site: www.esemag.com
PCB Management
A review of recent PCB regulations
that the proposed amend
the most expensive PCB management activity that PCB owners will under take. This is why many companies have put off doing anything with their transformers for as long as possible. The argument being: if there s nothing wrong with the transformer, don't mess
ments to the
with it.
By Eric A.H.Smith,Ph.D., PCB Disposal Inc.
ManyPCB owners are aware Chlorobi-
phenyls and PCB Storage Regulations will soon be coming into effect. The key amendments include: • Phase-out of most high-level (>500 ppm) PCBs in-service by the
BPC
PC B
CONTIENT DES
BIPHENYLES CHLORES A TOXIC SUBSTA NCE LISTED
SUBSTANCE TOXIQUE
IN SCHEDULE 1 OF THE
IN8GRITE A L'ANNEXE 1
CANADIAN ENVIRONMENTAL
PROTECTION ACT,1S«e
DE LA LOl CANADIENNE SUR LA PROTECTION DE
l-ENVIRCNNEMENT.1988.
of2014.
• Phase-out of all PCBs in storage by the end of2009 and allow in-serv ice PCBs to be transferred to storage for only one year or less. • Phase-out of most high-level and
IN CASE OF AN A CCIDENT
EN CAB O'ACCIOENT OU OE
OR A SPILL OR FOR
DEVERSEMENT. OU POUR SAVOIR COMMENT L-EliMINER
DISPOSAL INFORMATION. CONTACT THE NEAREST
CONTACTER LE BUREAU
OFFICE OF THE
OE LA PROTECTION DE
ENVIRONMENTAL
PROTECTION SERVICE
L-ENVIRONNEMENT, ENVIRONNEMENT CANADA.
ENVIRONMENT CANADA
LE PLUS PROCHE
low-level PCBs from sensitive loca
OR 26800
tions within three years of the com ing into force ofthe proposed regula Decontamination of all out-of-serv-
ice liquids containing PCBs to less than 2 ppm PCBs. • Allowance that a liquid that con tains at least 2 mg/kg of PCBs may only be reused for topping up a liquid in equipment that contains at least 2 mg/kg of PCBs if the mixing does not change the concentration of PCBs in the liquid in the equipment. • Exemption from phase-out provi sions for light ballasts, pole-top trans formers, electrical and communication
perc process is up to each PCB owner. The success of the procedure depends largely on the size, internal construction and load of the trans
former. Interestingly, Canadian fed eral regulations announced August 13, 2003, are aiming at a 65% reduc tion in usage of trichloroethylene (TCE) and tetrachloroethylene (perc). In March 2003, regulations came into effect requiring dry-clean ers to reduce perc use and emissions by 70 per cent by 2005. It remains to be seen whether perc will continue to tion.
In order to get extra mileage out of their PCB transformers, some PCB owners have tried to "reclassify" their askarel transformers to non-PCB sta
tus using the perchloroethylene (perc) process. In short, the askarel is replaced with perc as a dielectric and a distillation unit is attached to the trans
former to accelerate the leaching ofthe PCBs from the transformer core com
ponents. Once the PCB levels are maintained below 50 ppm,the unit can be retrofilled with silicone, or some
cables, pipelines, and specialized types of electrical equipment at electrical production or distribution facilities. • Labelling of all PCB equipment over 50 ppm PCBs, other than a light
This process has had some success but, in many instances, serious prob lems were encountered, including the following:
ballast in use.
• PCBs were sometimes found to
• Reporting to Environment Canada on all PCBs over 50 ppm, other than light ballast in use. Despite the fact that PCBs were banned from use in 1977, there are hundreds of PCB transformers, thou sands of PCB capacitors and tens of
continue to leach from the core when
thousands of PCB ballasts still in serv ice across Canada. This article will
perc even after ten years of on-line leaching and the decision was made to replace both 10 MVA transformers. • Some transformers, previously reclassified using the perc process, had to be replaced within 1-2 years due to premature "electrical failure".
be used in transformer reclassifica-
tions. •
reclassified to non-PCB status with
The decision to use or not use the
AT TENT ON
end of 2007.
• Phase-out of most low-level (50500 ppm)PCBs in-service by the end
• Some transformers could not be
other suitable dielectric.
distillation units were removed, requir ing a reconnection of the distillation unit one or more times to drive the
PCB level down to below 50 ppm again. • Removal of perc following reduc tion of PCB levels to below 50 ppm and replacing it with silicone led to
examine one of most active areas of
contamination of the silicone with
PCB management, namely, "askarel transformer replacement". Except for large remediation proj ects, replacing askarel transformers is
PCBs. This necessitated retrofilling with new silicone and disposal of the PCB-contaminated silicone, both of
which are expensive.
64 Environmental Science & Engineering,September 2003
Regardless, many companies have correctly concluded that from an occu pational health & safety perspective, perc is significantly more hazardous than PCBs. Consequently, they are choosing to replace their askarel units with new transformers.
PCB owners who are planning replacement of askarel transformers are using it as an opportunity to: • install a larger KVA unit • change from liquid to "dry type" • relocate a substation within a build
ing • increase or decrease redundancy • move indoor substations to outdoors
• upgrade to new technology equip ment.
Justification for replacing PCB equipment During budget discussions, when asked by management for "justifica tion to replace PCB transformers", the Top Ten reasons given by electricians and engineers are as follows: 1. Liability in the event ofan incident For companies that have no coverage for PCB spills and fires, management typically views this as an unacceptable
situation and moves quickly to replace PCB equipment. 2. Bad publicity ifthere's an incident continued overleaf...
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One of our modern trucks will safely handle all your waste trans portation needs.
For more information, circle reply card No. 155(See page 25)
PCB Management There has always been a mountain of bad publicity associated with a PCB spill or fire as seen previously with St.Basile-le-Grand, Smithville, Kenora and Binghamton, New York. The last thing anyone wants is to have their name linked to PCBs.
3. PCB legislation - When the revised PCB regs come into effect, everyone will have to comply sooner or later. 4. Environmentally friendly - Many more corporations than ever before have become increasingly aware of the importance of being environmentally diligent and consequently are develop ing and implementing better waste management practices; this is especial ly important to stockholders and new investors.
5. Claim of being "PCBfree" - Those PCB generators who have disposed of their PCB wastes may inform various interest groups like tenants, unions, shareholders, the municipality, etc., that they are PCB free, getting as much mileage as possible out of good public
Removal of PCB transformers for disposal.
relations.
will have to replace several transform ers are beginning the process now to avoid disappointment with the long
6. Insurance rate reductions - Some
PCB owners have found that they can
negotiate better premiums from their insurance companies if they get rid of
potential delays that could occur if orders for replacement equipment are
their PCBs.
left to the last minute.
7. Lead time for replacement equip ment - PCB owners who know they
8. Maintaining good relations with unions - Companies who have union ized employees have found that PCBs may be a focus of disputes about the work enviromnent. Employees have
US Court upholds federal arsenic-in-tap-water rule against state and industry lawsuit
In the face of a vigorous challenge from the State of Nebraska and
several water systems represented by a conservative advocacy group, a panel of the US Court of Appeals for the D.C. Circuit unanimously upheld the
US
Environmental
Protection
Agency's controversial 2001 arsenic in drinking water rule, and ruled that the US Safe Drinldng Water Act is consti tutional.
Erik Olson, a senior attorney with NRDC (Natural Resources Defense Council) argued the case before the court for NRDC, which had intervened on behalf ofEPA to defend the law and the arsenic rule. This was the third
time Nebraska politicians have unsuc cessfully challenged the constitutional ity of the Safe Drinking Water Act in court. "State officials, siding with industry, keep insisting that it's okay for the people of Nebraska to drink water containing more arsenic than in the rest of the country," Olson added.
"It's three strikes, and they're out." Nebraska Attorney General, Jon Bruning, argued the case personally for the state, the industry-funded Competitive Enterprise Institute (CEI),
that authority to the federal EPA). The arsenic rule has a long and controversial history. A 50 parts per billion (ppb) arsenic standard was first adopted by the US Public Health
and a few water utilities. The court
Service (USPHS) in 1942. Although
rejected CEI and Nebraska's con tentions that the arsenic rule and Safe Drinking Water Act are unconstitution al. The court held that Congress has the power under the Commerce Clause of the US Constitution to regulate poi
USPHS recommended that the stan
dard be dropped to 10 ppb in 1962, it was not until Congress ordered EPA three separate times to update the rule, and after NRDC sued EPA in
2000, that the agency proposed the
sonous chemicals like arsenic in water
standard. The Clinton administration
systems that sell water across state
finalized it at 10 ppb in January, 2001. A furor erupted after the Bush administration suspended the rule in March, 2001. After public outcry, an NRDC lawsuit, and a National Academy of Sciences report (issued in September, 2001)finding that EPA had substantially underestimated arsenic's cancer risks, the Bush
lines. Thus, the court rejected Nebraska's "facial" challenge to the constitutionality of the Safe Drinking Water Act.
In addition, the court ruled that the
Safe Drinking Water Act is consistent with the Constitution's 10th Amend
ment, which restricts federal govern ment regulation of states, because the law does not compel states to regulate arsenic in tap water (they may cede
66 Environmental Science & Engineering,September 2003
administration reversed course and
allowed the new 10 ppb standard to stand. â&#x2013;
PCB Management despite all efforts, residual dioxins and furans rendered the building uninhab itable. Such a catastrophic event could banlcrupt almost anyone. It is notewor thy that in at least three well-docu mented PCB incidents, third party claims eclipsed one billion dollars. Labelling PCB transformers and capacitors For the past several years Environ ment Canada (EC) has attempted to maintain an up-to-date database of"in-
ii
service" askarel transformers and PCB
PCS wipe test underway. been known to refuse to work or have
filed grievances for not being told that PCBs were in their workplace. 9. Spread out costs over a suitable time-frame - PCB owners who have large projects are preparing plans for gradually replacing equipment as budgetary constraints permit as
opposed to having to deal with large expenditures in a tighter time-frame as deadlines get closer. 10. Avoid bankruptcy in the event ofa catastrophic event - The best-known PCB "office building" fire was in Binghamton, N.Y. where the clean-up
"power factor correction" capacitors. Up to now, the labelling of equipment by an owner with the EC-issued "OR" stickers was voluntary but this will become mandatory with the passing of the revised regulations. This require ment should go a long way to improv ing the accuracy of the database. At the request of EC,PCB contrac tors are notifying EC of the PCB trans formers and capacitors that are removed from service by their cus tomers. This will enable EC to get a better handle on how much PCB
equipment still remains in service and
costs exceeded $30 million and,
continued overleaf...
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September 2003, Environmental Science & Engineering 67
PCB Management how close they are to meeting their goals for the ultimate removal of all PCBs from service in Canada.
their site meets the minimum require ments for residual PCBs on surfaces and in soil in and around the areas
Historical sites
where PCBs were handled and stored.
Often in the past, before Swan Hills, Alberta, was open to PCB imports, owners stored PCB equip ment on their site. The MOE assigned a PCB site number and required the generator to register their PCB wastes. From that point on, an owner was in
Any rooms, substations or contain ers previously used for storage of PCBs must be wipe-tested for PCB residues. When floors or storage con tainers appear to be clean on visual inspection, wipe samples are taken without pre-cleaning. The PCB residues must be < 10 ug/100 cm sq or
the database and would remain there
until they got rid of their PCBs. PCB owners who have disposed of their PCBs are undertaking to have
the area will have to be decontaminat
their site listed as "historical" with the
staining or leakage occurred from drums, cables, potheads or transform ers, the container or storage room floor is decontaminated using a thorough solvent wash before confirmatory
MOE. In order to obtain the MOE let
ter acknowledging that a site has been removed from the "active" PCB list, owners must prove to the MOE that
ed and re-tested. In those instances where noticeable
AWI Specialists
wipe samples are taken. Where shipping containers are involved for storing PCB wastes out side, as opposed to inside of a build ing, samples of soil are taken from around the perimeter of the container and are submitted to the lab for direct
PCB analysis on each separate sample. In addition, based on site character istics, a modified leachate test is per formed on a composite of all soil sam ples taken to target other chlorinated hydrocarbons, heavy metals, PAHs, pesticides, etc., as the situation may dictate.
It must be kept in mind that even the most rigorous sampling and analy sis exercises cannot give the whole site a clean bill of health. It is not uncom
mon to find companies that are not aware that they still have PCBs in light ballasts, underground storage tanks, potheads, cables, compressors, electro magnets, rectifiers, circuit breakers,
in Water Filtration
switches, arrestors, etc.
Technology
If any PCB equipment is removed from service once your site has been
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de-listed, the PCBs will have to be transported off site to a licenced
receiving facility within 30 days to avoid having to re-register the site and go through the whole "decoimnissioning" process again. In these cases concerning PCBs, ignorance is not bliss. Before breaking out the champagne and celebrating your "freedom" from PCBs, it would be advisable to conduct a comprehen sive survey, preferably by a PCB spe cialist. Dr.
Smith
can
be
reached
esmith@pcbdisposalmc. com. For more information, circle reply card No. 166(See page 25)
flSH
PERFORMANCE FLUID EQUIPMENT INC. Central Region 169 Dufferin St. South, Units 25&26, Alliston, Ont. L9R 1E6
Phone:(705)434-9006 1-866-683-PUMP (7867) Fax:(705)434-9007
Web site: www.performancequip.com F.mail: info@perfnrmancequip.com Stocking Facilities Across Canada For all your pumping requirements, PERFORMANCE carries complete inventory on seepex Progressive Cavity Pumps/Parts as well as EMEC Metering Pumps PERFORMANCE also proudly represents American LEWA,Recessed Impeller and Submersible NonClog Pit Pumps,ALL-FLO Air Operated Diaphragm Pumps,Paco Centrifugal Pumps, Gresco Trash Pumps, J-Line Verticle Turbine Pumps, Hayward Gordon Pumps & Mixers, PFE Polymer Dosing Systems 68 Environmental Science & Engineering,September 2003
For more information, circle reply card No. 158(See page 25)
at
PCB Management PCB Electrical Equipment2008 & 2014 Phase Out
PCB elimination deadline
2014
2014 Deadline for<500 ppm In-seivlce
2013
2012
2011
approaches
Environment Canada is final y preparing
Dec.31/2007 Deadline
to publish the Polychlorinated Biphenyls (PCBs) phase-out Regulations in the Canada Gazette Part I in the Summer/Fall 2003, and in Canada Gazette Part II shortly thereafter. In light of the approaching deadline of December 31, 2007 (08 Deadline), the favoured disposal option for PCB electrical equipment currently and for the future is recycling/final disposal. The driving force behind Environment Canada's initia tive appears to be two-fold: continued public disdain or fear of the chlorine compound, and Canada's commit ments to international agreements for the elimination of
lor m ost >50 0 P C Bs in-service
PCB P h«se Out Reguiations
2.000
toxic substances.
Efforts to eliminate PCBs have a long history, dating back to the late 1970s when PCB production was discon tinued. As a consequence of its toxic designation, PCBcontaminated equipment no longer in use became an immediate storage issue. In the early years of the ban, there were no recycling disposal options, and long-term
8.00,0
14^000
w.oyo.
18,000
iaj)OD
iro.aoa
gElectrical Equipm ent-FederalO atab,a,Sie,2;0.Q3::
storage became the preferred solution. Long-term unsupervised storage, however, created serious environmental risks and increased public unease. Much of the PCB equipment was haphazardly stored in inadequate containers or open areas. Security in many instances was minimal. Many of the sites were located in remote areas with no monitoring or leak detection. Many institutions had no procedures for handling the material. Many of these makeshift storage areas were in close prox imity to drinking water and food sources. continued overleaf...
i-eaaqgee
DISPOSAL* y
i n M ■■
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PCB Management Public awareness of the problem also increased. The mere mention of PCBs immediately raised public red flags. The acronym often transformed the most bland newspaper stories into toxic epics of grand proportions. Environmental groups stepped up the hype and jumped into the foray upon any smell of PCB media exposure to garner public support and funding. High visibility PCB incidents, such as the PCB fire located at St. Basil Le Grande and tainted groundwater at Smithville, have added to the public notoriety of PCBs. Canadian regulators' initial reaction to this public unease and the mounting PCB storage issue was to initiate a national sampling protocol in an attempt to locate PCBs throughout Canada. The PCB inventory was found to be
and contamination continued.
In 1994, Canada took a position on PCBs as the North American Free Trade Agreement (NAFTA) was ratified, which has led to the current proposed PCB disposal amendments. Concurrent with NAFTA, the North American Agreement on Environmental Cooperation (NAAEC) was formed because of concerns that imple mentation of free trade might result in adverse impacts on human health and the environment in the three countries.
An outgrowth of the NAAEC was the North American Commission on Enviroimrental Cooperation (NACEC) based in Montreal. It is partially comprised of cabinetlevel or equivalent representatives from the various NAFTA countries.
widespread. Electrical equipment in every community was found to have measurable levels of PCBs, including electrical transformers, capacitors, light ballasts, pipeline,
The NACEC developed North American Regional Action Plans (NARAP) on specific toxic chemicals to manage chemicals of mutual concern. As a result, Canada made commitments, along with its NAFTA counterparts,
underground cable; and the list goes on. The critical issue became that, since the late 1970s, it was left up to the owners to dispose of PCB-contaminated equipment on their own accord, if at all. Disposal options were scarce in the 1980s, especially for equipment with high concentrations of PCBs. Under existing Canadian law, decommissioned PCB electrical equipment could be stored indefinitely, increasing the risk of leaks and dis charges into the environment. Out of service contaminat ed equipment placed in storage continued to grow. Efforts to solvent flush highly contaminated transformers on-line did little to stop the leaching from porous paper and wood
DAY'S SOLUTION
the United States and Mexico, to the: (i) virtual elimination of PCBs in the environment, and (ii) environmentally sound management of existing PCBs throughout their life cycle. Indeed, the goal of the PCB NARAP is to eliminate all non-dispersive PCB uses by 2008. The present phase-out regulations by Enviromnent Canada have adopted this
deadline. Environment Canada is under pressure to ful fill the commitments of NARAP, and to deliver on similar international Agreements to eliminate specific Persistent Organic Pollutants (POPs). Accordingly, in 2001, the
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70 Environmental Science & Engineering,September 2003
circle reply card No. 160(See page 25)
PCB Management Ontario Ministry of the Environment made an unexpected announcement that it was getting tough on PCBs with an accelerated provincial phase-out date of its own. The motion has since been shelved, apparently in deference to the proposed Federal regulations. Summarized highlights of Environment Canada's Proposed Chlorobiphenyl and Storage of PCB Material Regulations include: • Phase-out of most high-level (>500 ppm) PCBs inservice by the end of 2007(08 deadline). • Phase-out of most low-level (50-500 ppm) PCBs inservice by the end of 2014. • Phase-out of all PCBs in storage by the end of 2009; inservice PCBs to be transferred to storage for only one year or less.
• Phase-out of most high-level and low-level PCBs from sensitive locations within three years of the effective date of the proposed regulations. • Decontamination of all out-of-service liquids contain ing PCBs to less than 2 ppm PCBs. Previously, liquids and solids up to 50 ppm could be reused recycled or disposed in a landfill.
• Liquids that contain at least 2 mg/kg ofPCBs may only be reused for topping up a liquid in equipment, which contains at least 2 mg/kg of PCBs if the mixing does not change the concentration of PCBs in the liquid. • Exemption from phase-out provisions for light ballasts, pole-top transformers, electrical and communication cables, pipelines, and specialized types of electrical equip ment at electrical production or distribution facilities. • Labeling of all PCB equipment over 50 ppm PCBs, other than a light ballast in use. • Reporting to Environment Canada on all PCBs over 50 ppm, other than a light ballast in use. • It would be an offense to release any PCB material liquids with over 2 ppm PCB, substances (solids) with over 50 ppm PCB,or 10 grams ofPCBs - into the environ ment. Currently, the Regulations state that it is an offense to release more than 1 gram per day of PCBs to the envi ronment.
The realization of these commitments can only be ful
filled if the private sector provides legitimate disposal options with site service, transportation and disposal capacity to accommodate the volume in the next four years. Equally important, PCB owners must also educate themselves on the liabilities attached to disposal and on disposal options, which are legitimate and environmental ly positive. Over the years, recycling has become the preferred option for sectors that acknowledge the dual environmen tal benefits, as well as disposing of their hazardous waste in a safe and secure manner. PCB-contaminated electri
cal equipment can be recycled for metals recovery instead of being wholly incinerated. An established private company in Kirkland Lake, Ontario, called Trans-Cycle Industries, Inc. (TCI) pro vides a recycling/final disposal alternative for any level of PCB-contaminated equipment. In line with Canadian recycling goals, TCI dismantles equipment, segregates metals, washes and returns clean metals for smelting. The ratio of recovered metal is usually >94% of the weight in electrical transformers. All of this is accomplished
indoors, without any discharge or adverse effect on the environment.
The much reduced, porous, non-recyclable PCB mate rials such as paper, wood and oils are sent to a licensed incinerator for final disposal. It is equally important that all waste and cleaned metals are carefully tracked through licensed, fully insured carriers and properly manifested. Metals washing, processing and final disposal of PCB residuals are supported by Certificates of Recycling and Destruction so that the "cradle to grave" loop is satisfied with documented support. In the last thirteen years, some sectors have taken their own initiative to eliminate PCB material and contaminat
ed electrical equipment from their sites. Those owners with PCB equipment remaining are realizing that the 08 deadline is becoming more of a reality, and have begun meaningful "disposal cost planning". Budgeted and planned, a phase-out over three or four years lessens the disposal cost burden, especially for sectors that have cycli cal revenue markets.
The 08 deadline appears inevitable. Good planning practices and research into sound disposal options will ease the decision-making process. Re-cycling is a viable, cost-effective option, which is economical as well as good for the environment.
For more information contact: Peter Demeter, Trans-Cycle Industries, (877)647-9997.
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71
Literature Review For information on advertising in this section call ES&E at (905) 727-4666 Engineering Guide now available!
The CON/SPAN Engineering Guide
UVITA" ANALYTICAL MKTURS
is a valuable tool with all the nec
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reactors of diffuser modules and
outlet measurement of oxygen, ammonium phosphate and nitrate
Available in binder or CD Rom for mat.
to monitor and document treat
CON/SPAN Canada
ment quality. Depend on 3,.^from
Circle reply card No. 200
pumping systems Our tried-and-tested products find use in the fields of municipal and industrial wastewater transporta tion and domestic drainage, and can be reliably integrated into pumped drainage systems. Mixing, tank cleaning, the transportation of sludges and surface drainage all constitute further aspects of KSB's
ipal and industrial sectors for over 30 years. • U.I.P® factory insulated piping systems • Thermocable® heat-trace cable and related accessories • Portafoam® Paks
• Engineering and computer design assistance
• District heating and cooling systems • LOGSTOR pre-insulated flexible pipe (in coils)
service.
Visit www.urecon.com
Circle reply card No. 202 Controlling contaminated groundwater
brochure
It is a
The Rd aUe Solut on
Do you need to ensure high quali ty, reduce operating costs and comply with environmental regula tions? This is an easy-to-read resource for operators of water
new design of steel sheet piling featuring joints that can be sealed
distribution, wastewater treatment
after the sheets have been driven
and related industries about level
into the ground. The product was developed by researchers at the University of Waterloo and has patent/patent pending status in
results. Siemens Milltronics instru
several countries. Canadian Metal
ments set the standard for level
measurement
measurement with innovative tech
Waterloo Barrier Inc.
Rotating Biological Contactors
RBC Treatment plants are simple vide excellent effluent results for a
wide range of influents. P.J. HANNAH manufactures treat
ment plants for single family homes to 4.5m (15') diameter rotors. Celebrating our 30th year of business, we can manufacture a
treatment
plant
to
suit
your
requirements, www.pjhannah.com. Visit us at WEFTEG booth 4670.
P.J. Hannah Equipment Sales Corp. Circle reply card No. 206
72 Environmental Science & Engineering, September 2003
and
nology and strong technical sup port. Siemens Milltronics Circle reply card No. 205
Circle reply card No. 204
to operate, economical and pro
instruments
applications, as well as installation tips and techniques for best
Rolling Mills assisted in the devel opment of the product
RBC WASTEWATER TREATMENT SYSTEMS
new
Measurement solutions
Waterloo Barrier is a low perme ability cutoff wall for groundwater
Rotating Blologlcat Contactors
The
includes a free CD to help you select the right system for your requirements. ksb@ksbcanada. com. KSB Pumps Circle reply card No. 203
Urecon
r Alp.J. HANNAH UQUIPMENy SALES CORP.
Davis Controls Ltd.
New brochure on wastewater
Urecon has been supplying preinsuiated pipe to the HVAC, munic
containment and control.
■ontrols
Circle reply card No. 201
Urecon pre-insulated pipe tiATED.PtEE;^
Danfoss analytical meters Danfoss EViTA in situ analytical meters ensure optimum process control, resulting in increased plant capacity, cleaner effluent, less sludge production and dramatical ly reduced energy consumption. Applications include: nutrient measurement in sewage system, oxygen profile measurement in the
Pumps and mixers
Submersible pumps & mixers ITT Flygt's new 36 page brochure states that they are the world's largest manufacturer of sub mersible pumps and mixers. Extensive research in fluid dynam ics and over 50 years experience with submersibies,
enable ITT
Fiygt to provide customers with designs for pumping and mixing applications, an extensive range of products, and software programs to help customers with design and systems engineering. ITT Flygt Circle reply card No. 207
Product and Service Showcase j Concrete Pipe Handbook
Updated concrete pipe software
Water quality treatment The Stormceptor* is a patented water quality treatment structure
for
storm drain sys tems. Stormceptor removes free oil
The latest edition of the Concrete Pipe Handbook, a comprehensive collection of theories, formulas and aids for
designing concrete pipe systems, is available from the American Concrete
Pipe Association. Now in its fifth printing, the handbook has been updat ed to include information on Standard
Installation using Indirect Design, American Concrete Pipe Association Circle reply card No. 208
The American Concrete Pipe Association has updated its popular concrete pipe detention system design software to incorporate metric units. Called "DASH", the program includes design tools for hydraulics, volume cal culation and storm water/sanitary sewer design, plus ACPA's PipePac software. Cost: $45.00(non-members), plus shipping and handling. To order, call (800) 290-ACPA (2272.) American Concrete Pipe Association Circle reply card No. 209
water, preventing spills and nonpoint source pol lution from entering downstream lakes and rivers. Hanson Pipe & Products Canada, Inc. is the exclusive manufac turer of the precast concrete Stormceptor System in Ontario. Hanson Pipe & Products Canada
Dissolved oxygen systems
Prevent asphalt cracking
Maintaining
proper
concentration of dis
Comstock
.J
solved oxygen in a wastewater
treatment
tion services to the Canadian water
plant is necessary to keep micro-organisms alive and allow breakdown of organic waste. An opti mal level of dissolved oxygen in the process helps ensure optimum biologi cal activity will continue to take place. Using a Danfoss EVITA* OXY system
and wastewater sectors for almost 100
to control aeration will offer these ben
years. Located in most major centres across Canada, Comstock will provide the solution to your needs.
efits. Maintaining a proper concentra tion of dissolved oxygen can reduce
Comstock Canada Ltd.
has been providing general contractor, multi-trade and design/build construc
Comstock Canada Ltd.
plant energy costs by as much as 50%. Proper control increases plant capacity and process efficiency. Davis Controls Ltd.
and
suspended
solids from storm-
Circle reply Card No. 210
If you were plan ning to rout and seal your asphalt Joints after they fail, think about
the
added
costs of repairing what you've already done.
Denso
with Denso Road Products. Denso North America Inc.
Circle reply card No. 211
Circle reply card No. 212
Circle reply card No. 213
Solids handling pumps
New pump doubles impeller and wearplate life
JetMix^
Because Gorman-
Rupp T Series^^' pumps are selfpriming, they can be mounted high and dry at floor level, with only the
suction
line
down in the liquid. Service or maintenance can be per formed quickly and simply with com mon hand tools and without having to pull the pump. There are no long drive shafts to install and align, no hoists or cranes required, and never any need for service personnel to enter the sump. Gorman-Rupp of Canada Circle reply card No. 214
re
instatement tape is a polymer modified bituminous strip that is cold applied and designed to seal the joints between asphalt, concrete and steel, the first time. Re-instatement tape seals around catch basins, manholes, utility cuts and next to concrete curbs prior to paving. Do it right the first time
Gorman-Rupp of Canada Ltd., has intro duced the Super T Series'''" of self-prim ing centrifugal pumps. Based on the T Series
solids-handling trash pumps, the new Super T Series is said to double impeller and wearplate life to decrease downtime and keep the pump operating at maxi mum efficiency. External shimless wearplate adjustment for easy mainte nance of the clearance between the
impeller and wearplate results in the dramatic increase in impeller and wearplate life of the Super T Series pump. Gorman-Rupp of Canada Circle reply card No. 215
The JetMix 'Vortex Mixing System can be used in biosolids storage where solids suspension is important. Benefits of using the JetMix system include: Intermittent operation saves 60-90% in power consumption; expen sive tank cleanout and scheduled main
tenance not required; easily installed in existing tanks; multiple tank mixing using a central pump house. JetMix was a recipient of a 1997 Innovative Technology Award from the 'Water Environment Federation.
Greatario Engineered Storage Systems Circle reply card No. 216
September 2003, EnvironmentalScience & Engineering 73
roduct and Service Showcase Double containment
New 5100 and 5150
and leak detection
slurry pumps
IPEX double containment systems include: Guardian PVC and CPVC sys tems, the Encase''"''' polypropylene sys tem, CustomOuard'''''' FRP and metal systems and Centra-Guard"'''^ leak detection. At the heart of this patented system is its electrofusion fitting and heavy-gauge resistance wire molded into the socket. The result: reduction of
installation time, the ability to hydro and re-do (if necessary) any carrier welds
ACTIFLO® package plants
ITT Elygt has launched its next gen eration of slurry pumps. They are designed specifically
The Actiflo" package plants are designed to treat a wide range of appli cations: drinking water, industrial
to handle the most
abrasive slurries, in a
process water, primary and tertiary
wide spectrum of tough industrial envi ronments. The pumps have the latest ITT
Elygt technology incorporated, ensuring high efficiency, reliability and a long working life, according to the company. Visit www.ittflygt.ca. ITT Elygt
before enclosure and
high quality bubbletight joints available.
waste treatment. By efficiently remov ing turbidity, color, suspended solids, metals,TOG,taste and odor, the process ensures that the water it produces is of the highest quality. Though the systems are very compact, they offer compara ble performances to systems built on a larger scale. Comes complete with all the necessary monitoring equipment. John Meunier/USFIlter
IPEX
Circle reply card No. 217
Circle reply card No. 218
Circle reply card No. 219
Sediment flusher
Omega-paKT blowers
Moving-bed bio-reactor
KAESER
The HYDROVEX" SET is designed to clean the sediments, grit and debris out of CSO/SSO/Stormwater
and maintenance cost than other meth
wave which will sediments
and
debris to a sump at the end of the tank. John Meunier/USFIlter
Circle reply card No. 220
Package water and wastewater plants
and
ance are some of the innovative features
tanks. Of considerably lower capital
flush away the
cost-
maximum perform
retention
ods, the HYDROVEX SET is designed to tip automatically with no external energy. The total water content of the HYDROVEX SET is released instantly in the chamber, creating a powerful high velocity
Reliability, effectiveness
of
our
KAESER
Omega-paKT blow ers. They are engineered to deliver optimum operating efficiency and a lifetime of trouble-fi'ee performance. Erom piston ring seals and cylindrical roller bearings to one-piece rotors, our blowers provide a combination of rugged dependability and lower noise levels. Our equipment features an industry-leading 24-month warranty plus 24-hour emergency part replace
Parkson's Geo-Reactor™ is an attached
growth, moving-bed bio-reactor. Its patented media supports biological growth, and its random movement aer ates the wastewater in unique ways. The net result is increased DO, increased contact time of the mixed
liquor with the biology, thinner and more active biofilm, and improved mixing in the tank. Geo-Reactors offer efficient BOD reduction and nitrifica
ment guarantee.
tion can easily be accomplished.
Kaeser Compressors Circle reply card No. 221
Parkson
Inlet Stormceptor® system
Circle reply card No. 222
Series Stormceptor system
The Inlet Stormceptor System employs the same principles of operation as the well-
Adapted to Your Needs
known In-line Inter
ceptors. Developed to treat run-off from an
,
We supply Package Water and Sewage Treatment Plants worldwide.
The
Package Wastewater Plant concept is a low eost, odourless plant, achieving a high degree of treatment. It is econom ical, easy to install and operate, reli able, fulfills regulatory requirements and is ideal for any location unable to connect to municipal sewer systems. Sanitherm Engineering Ltd. Circle reply card No. 223
area of up to 0.30 ha, thc lulct Stoi'mccptor has inherited the inter-
""
nal by-pass function, ensuring that all sedi
ment and oil removed from stormwater
run-off remains trapped within the stor age chamber, even during peak flows. There are currently more than 4,500 units installed throughout North America. Stormceptor Canada Inc. Circle reply card No. 224
74 Environmental Science & Engineering,September 2003
Developed for the treatment of larger catchment areas, the
new
Series
Stormceptor system employs the same operating principles as the well-known Inline and Inlet Stormceptor systems. The system receives flow from a single inlet pipe and splits it into two distinct streams, which are treated in two sepa rate treatment chambers before recom-
bining into a single outlet pipe. It effectively doubles the treatment area of the inline system. Stormceptor Canada Inc. Circle reply card No. 225
Product and Service Showcase
fTheALLDOSPrimus208
New pump solves old problem Plus3 system dosing pump for gassing chemi cals
such
as
sodium
hypochlorite is capable of dosing amounts from 0.3 1/h up to 5.2 1/h. In connection with the Etron Profi electronics with stroke fre
Small drinking water systems
Oil/Water interface sensor The Waterra HS-1 Oil/Water Interface Sensor is now even more sensitive.
The HS-1 probe uses unique ultrason ic technology that makes it very robust and easy to clean. A new electrode configuration now makes the probe even more accu
quency control, it is possible to reduce the dosing flow down to approx. 0.05
1/h while retaining accuracy. Accurate dosing of very small capacities with a new double diaphragm system. Reliable dosing of gassing chemicals with automatic deaeration via a prim ing chamber. Precise dosing of concen trated liquids due to accurate calibra tion while in operation.
rate.
Waterra
O i 1/ W a t e r Interface and Water
Level
tapes are still the lightest and most portable on the market today. Waterra
Summa Products Division
ZENON Environmental Inc.
Circle reply card No. 226
Circle reply card No. 227
Membrane Bioreactor(MBR)
Remove arsenic, chromium
ZENON's ZeeWeed®
and uranium from
MBR produces terti ary quality effluent and simplifies waste-
water supplies
water treatment. The
proven
system
ADl
International's
from < 10,000 GPD to > 10 MGD.
MEDIA
Circle reply card No. 228
G2™
centrations.
Systems
are
available from
50 gpm to 10,000 gpm. MEDIA G2^^' is certified to
NSF Standard 61 and performance ver ified by ETV Canada. Full-scale arsenic removal plants are operating in Canada, United States, Japan and New Zealand. Ask about our free testing on your water. ADI International Inc.
ZENON Environmental Inc.
Circle reply card No. 230
The best keeps getting better
A bridge for all reasons
For many years, Armtec has stretched your design dollar with its range of soil
Armtec is a leader in twin-wall HDPE
steel structures including Multi-Plate and Super-Span. Keeping pace with the need to provide economical bridge solutions, Armtec offers Bridge-Plate structures for larger installations. Bridge-Plate has the deepest and strongest corrugation in the market
today, enabling long span soil steel structures to be designed and built more economically than ever before. Armtec
Circle reply card No. 232
These flexible PlDs can detect more
than 250 toxic gases including VOCs, ammonia, benzene, chlorinated H/C
and WMD gases. They can be used for first response, leaks and spills, indus trial solvents and chemicals and con
fined-space entry applications, www. can-am.net.
Can-Am Instruments
Circle reply card No. 229
pipe systems through the BOSS prod uct line. BOSS products are used in gravity storm sewers and culverts. Armtec is moving to full CSA certifica tion for the complete BOSS product
Phocheck
the upgradeable FID
adsorption process removes heavy met als from groundwater to low ppb con
re
places conventional filtration and combines clarification, aeration and sludge digestion into one, simpler and smaller process step. The modular system can be easily expand ed in a "just in time" manner to match surrounding community growth, reducing front-end development costs. Proven in hundreds of installations, ZeeWeed MBR is ideal for municipal and industrial applications of all sizes
line. Armtec
ZENON's new Modular Drinking Water(MDW)system has been specif ically designed to overcome the chal lenges faced by small communities of 50 to 5,000 people. The system is based on the patented ZeeWeed® membrane technology incorporated in large treatment plants. This ultrafiltration system is cost-effective, easy-touse, and requires only minimal super vision, while consistently producing high quality water.
Circle reply card No. 233
Circle reply card No. 231
«ProMinent's range of Remote flow verification
Sigma motor-driven metering pumps keeps you informed with un paralleled flow verification technology: • Manual, analog, contact and batch control
• LCD display of flow rate and total ized pump output in litres or gallons • Accumulative stroke counter and
stroke length percentage • 20-1000 litres/hr with wide turn down ratio
• 4-20 mA output, programmable timer, access code programming, flow mon itoring, diaphragm failure monitoring.
Metcon Sales & Engineering Circle reply card No. 234
September 2003, Environmental Science & Engineering 75
Product and Service Showcase ecoSep below grade oil/water separators
Ohmart Vega Vegapuls radar level sensor
Ohmart/Vega services offers a complete line of Radar Level Gauges. Puls 40 is a high fre quency radar for use in small process connec tions. Puls 50 uses larg er antermas, and oper ates at a lower frequency. Puls 56HT is a high temperature, high pressure unit. Puls 81 is a 4-wire device designed for the most difficult process condition. This family of gauges proves the abili ty to make the best use of radar tech nology, with optimal solutions for their level and specialty measurement appli SdsSSSjUBBa
to have and to hold 'till
death parts your parts! Only Canadian Welding Bureau certi fied fabricators weld to CSA standards W47.1 for steel and stainless steels and W47.2 for aluminum.
Assure the
integrity of the products you specify, use and maintain. Make sure that all
your welded products are manufac tured by a Canadian Welding Bureau
cations.
certified fabricator.
Metcon Sales & Engineering Circle reply card No. 235
MSU Mississauga Ltd. Circle reply card No. 236
• I'
Cost-effective and safe, this highly efficient below grade oil/water separa tor provides maximum protection against oil spill contamination. The spill stays on site, where it belongs. Check
out
all
the
benefits
of
ecoSep...the clear choice for clean water. Con Cast Pipe Circle reply card No. 237
i
Chemical tank cleaning
Digital communication
Drive solutions for water and wastewater
.«4
Tank surfaces in contact with water will
accumulate organic and inorganic deposits over time. These deposits can cause a decline in chlorine residual, increased DBPs, and increased HPC
Auma's 2-wire digital communication keeps the customer in control. Communication protocols such as
Circle reply card No. 238
Modbus, DeviceNet and Profibus are very complex and have been developed by the best computer communication minds in the industry. They allow the exchange of information between devices in the field, e.g. actuators, sen sors and controls, as required for the automation of controlled processes. Troy-Ontor Inc. Circle reply card No. 239
Vinyl process piping systems
Centrifugal pumps
numbers.
Heavy deposits lead to
increased corrosion and reduce the life
time of surface coatings. NSF approved Floran products have been developed for convenient and efficient one step chemical cleaning of water tank and fil ter surfaces. ClearTech Industries
XirtecTM 140 (PVC) and Corzan^M (CPVC) are complete high-perform ance systems of pipe, fittings, flanges, strainers
Hayward Gordon Limited, a Canadian
^
and
valves designed to meet the tem
perature, sure
'
pres
and
requirements of piping systems used in chemical processes and other industrial applications. As well as lowering mate rial costs, Xirtec 140 and Corzan pipe significantly reduces labour and trans portation costs because it is light, and easily handled, stored, cut and joined. Available in Schedule 40 and Schedule
80, IPS. Pipe and fittings are also avail able in cast iron sizes. IPEX
Circle reply card No. 241
For wastewater treatment the
VLT® drives ensure reduced energy consumption, improved throughput and a reduction in chemical usage. For
water supply systems, the drives reduce water leakages, bursts and maintenance costs.
Davis Controis Limited
Circle reply card No. 240
Level measurement guide Siemens level
Milltronics
measurement in
struments are installed in
*
industrial process appli
ufacturer, has been appointed the excluT , sive Canadian distribfor
Gresco
Pumps. Bombas Esco manufaetures Gresco
self-priming, non-clog, centrifugal pumps and quality replacement parts to fit Gorman Rupp® pumps. The addi tion of Gresco pumps will create a syn ergy with Hayward Gordon's existing solids handling pumps, the XCS screw centrifugal. Torus recessed impeller, ChopX chopper and the Borger rotary lobe pump. Hayward Gordon Circle reply card No. 242
76 Environmental Science & Engineering,September 2003
efits.
% pump and mixer man-
- utor
size
For more than 30 years Danfoss has demonstrated leadership in water man agement with a host of measurable ben
cations worldwide. You
can rely on our instru ments for high perform ance, cost-effective measurement of
continuous level, point level, and inter face in a wide range of applications, such as water and wastewater, chemi cal, petrochemical, pharmaceutical, mining, cement, aggregates, and bulk solids. These instruments are designed and built for ease of use, simple instal lation, low cost of ownership and relia bility in the harshest conditions. www.siemens-milltronics.com. Siemens Milltronics
Circle reply card No. 243
Product and Service Showcasi Solids reduction process
Vertical loop reactor process
USFilter Envirex Products has intro
The Vertical Loop Reactor (VLR) process is a design based upon looped
duced the CannibaF" Solids Reduction
Process. This process will significant ly reduce or
reactors in series that allow DO stratifi
eliminate
cation. As such, it is suited for simulta neous nitrification/denitrification; bio
phosphorus
removal
MemcorÂŽ microfiltration
â&#x20AC;&#x201D;
The CMF system provides a separa-
IV
process that
provides solute
and
an
ab-
barrier for
the amount
logical
of sludge produced by
stormwater treatment. The VLR is
activated
rectangular
taminants larger than the membrane pore size. CMF is a pressure system where the raw water is forced through
sludge wastewater treatment systems,
tank, and
is
the membrane fibers. Clean water
as well as the costs associated with
similar to an
sludge wasting, dewatering and removal. This patented technology, which has been proven in multiple facilities of various sizes and applica tions, can be utilized for new plant designs or retrofitted to existing facili
oxidation ditch
conventional oxidation ditch, www.
passes through a membrane surface that rejects all particles larger than .2 microns, including Giardia and Cryptosporidium. The system mem branes are automatically tested by a patented in situ integrity test system. A patented air backwash system is used
ties. www.usfilter.com.
usfilter.com.
to clean the membrane fibers.
USFilter Envirex Products
USFilter Envirex Products
USFilter
installed in a
that has been
flipped on its side. The construction cost of a VLR
basin is less than that of a comparable
Circle reply card No. 244
Circle reply card No. 245
Self-contained treatment plant
False bottom underdrain
AERALATER" is a 3 in 1 treatment
MULTICRETE"' II
process offering a completely self-con tained treatment plant that combines
lithic concrete false bottom
aeration, detention and filtration in a
single unitized package to provide eco nomical and dependable performance in treating groundwater supplies. Preengineered units range from 70 to 600 gpm. Multiple and custom units are available. The system has been proven espe cially effective in iron
Mono-
underdrains use ABS plastic media retaining nozzles with horizontal slot openings, carefully sized for the required media.
removing carbon diox ide, hydrogen sulfide, methane, radon, and volatile organic compounds such as TCE, PCE,THM and chloroform. USFilter
USFilter
and manganese removal. __ is
also
ideal
for
Circle reply card No. 247
Circle reply card No. 248
Flexible geomembranes
Septage receiving system
TTLP and TTLS*
meet the strength and flexibility per formance of PVC
geomembranes, but offer much better low temperature performance. Both TTL membrane for mulations passed the ASTM D1790 low temperature impact test at -80C. The tensile and tear properties of TTL 1 and TTL5 meet the PVC Geomembrane
Institute's PVC specification PGI 1197 (which has been updated to PGI 1103). The TTL liners are an excellent choice for water and water based effluent con
tainment projects where PVC may have been considered as a possible geomem brane material.
Layfield Geosynthetics Circle reply card No. 250
Circle reply card No. 246
Aerated filtration system Aesthetically designed with a small footprint, the Biological Aerated
Filtration system delivers superior per formance as single state BNR, second ary or tertiary nitrifi cation, and/or deni-
Underdrains minimize headloss and
the V-shaped slots in the nozzles pre vent plugging. The open plenum design gives the underdrain minimal headloss and provides even backwash distribu tion, allowing inspection access to the area below the underdrain. Comprising an integral system of piers, pans and inserts to assure proper location of all nozzles, PVC pier forms are furnished with properly sized and located notch es to interlock the pan forms.
It
removal of all con
trification
to base of bed or the media itself. In the
latter case, the filter can simultaneous
ly nitrify and denitrify. Capable of eliminating all biodegradable pollu tants: carbon pollution, suspended solids, ammonia and nitrates.
USFilter Kruger Products Circle reply card No. 249
Online analysis
The Honey Monster' Septage Receiving System is winner of the
t r _
LzJ
Water Environment Federation's 2003
Innovative Technology Award in the Solids Handling/Disposal category. The system allows a cleaner method of handling septage truck waste and can empty an entire truck in 5 to 15 min utes. It is available with an optional metering and billing con trol system that controls
access, moni tors septage
flow and pro vides accurate billing information to septage haulers and the plant.
with
remote operation. Biostyr* process consists of upflow filtration through submerged and floating fine granular media called Biostyrene. Air is injected
i STAMOI.Vb CA71AM
I
Robust analyzers in compact stainless steel or fibre-glass reinforced plastic housings for moni-
} toring and automation of sewage treatment plants and
industrial
processes. StamoLys CA registers environmentally relevant parameters such as ammonium, nitrite, phosphate, silicate, hydrazine, water hardness and metals such as iron, aluminium, chrome, copper and manganese. The variable analytical component enables the implementation of many other parameters. Endress+Hauser Canada
JWC Environmental
Circle reply card No. 251
Circle reply card No. 252
September 2003, Environmental Science & Engineering 77
Environmental NEWS
Winnipeg's wastewater collection and treatment
systems evaluated The Manitoba government has received the final report on the Clean Environment Commission's review of
the City of Winnipeg's wastewater sys tems.
Recommendations in the report include:
• Instituting a public notification sys tem for future sewage overflows that impact the Red River; • Accelerating actions to reduce the flow of nutrients to Lake Winnipeg; • Issuing interim licences for wastewater treatment plants in Winnipeg with ongoing reviews; and • Establishing effluent limits for treat ment plants in accordance with Manitoba's Water Quality Standards, Objectives and Guidelines. Immediately following last year's incident at the North Winnipeg Water Pollution Control Centre, the province
Commission to hold public hearings
John Meunier Products
and make recommendations on the
receives contract for
City of Winnipeg's wastewater collec tion and treatment systems; • Reviewing events at the north-end sewage treatment facility that led to the spill; • Working with city officials to co ordinate daily water quality tests on the Red River to monitor aquatic and fish ery impacts; and • Increasing the frequency of water quality monitoring for beaches on the southern portions of Lake Winnipeg for a time immediately following the
Chinese wastewater plant USFilter
John
Meunier
Products
received a $6.6 million (US) contract
to provide equipment, processes and services to the Xinxiang Wastewater
Treatment Company Ltd. in Xinxiang, Henan Province, China. The China National Machinery Import & Export
Corporation purchased the equipment and services for the Xinxiang Wastewater Treatment Plant, which
establish a procedure for determining separation distances which will facili
has an average flow of 150,000 mVd. John Meunier Products will provide technology for the inlet and outlet pumping stations, headworks, carbon, nitrogen and phosphorus removal, clarification, sludge pumping and dewatering, and instrumentation and controls. Services to be provided include design engineering, design liaison meetings in China and Canada, and supervision and training. Commissioning and training is
took action in several areas such as:
tate a harmonious co-existence of uses
scheduled
• Asking the Clean Environment
in agricultural zones.
Contact: pdecubellis(^johnmeunier.
incident.
New guidelines for agricultural odours Quebec's Ministry of the Environment has published Guidelines respecting odours caused by manure from agri cultural activities. The purpose is to
for
November
2003.
com.
i4(juaMx4'/'
CORP.
▲
water testing labs
AJAX, ONTARIO L1S6K9
TEL:(905)619-3009 FAX:(905)619-3638
High Pressure Water Jetting lino Liquid/Dry Vacuum Services
Stricter standards for
77 ORCHARD ROAD
Effective October 1,2003, Ontario will be the first province in Canada to make licensing for drinking water testing mandatory. The Drinking Water
Testing Services Regulation, created
Waste Water Treatment
under the Safe Drinking Water Act,
Sponge Jet Cleaning
became law on June 16, 2003.
For more information, circle reply card No. 253(See page 25)
BAY COR FIBRE TECH Inc. - Max performance/easy optinnizable fine screening - Sludge thickening: typ. WAS 0.5-1 to 6-8%+ & more Brantford, Ontario - Master difficult municipal/food/industrial tasks Tel: (519)751-7787 - Flexible control strategies; totally enclosed units Fax:(519)751-7712 - Largest capacity/unit models/most std. features info@baycorfibre.com - Proven & reliable; permanent value in treatment www.baycorfibre.com The BEST FINE SCREEN in the WORLD!
576 Elgin St., Unit D
The new regulation requires private, municipal or provincial laboratories to fulfill certain needs before they can conduct drinking water testing on sam ples collected from any water system in the province, including private wells. In addition, for the first time in
Ontario's history, laboratories will be subject to random visits by ministry inspectors.
For more information, circle reply card No. 254(See page 25)
,
Bio'Bloc
floating fixed-film
FBC
O^ctopus floating fine &
bio-reactors
coarse bubble
dual-diffusion, fine & coarse bubble,
systems
ideal cold weather nitrification
info@hydrologic.ca
www.hydrologic.ca
For more Information, circle reply card No. 255(See page 25)
78 Environmental Science & Engineering,September 2003
. '
CARBON - GARNET - ILMENITE REMOVAL & INSTALLATION
nthrafilter
6
Media & Coal Ltd.
762 Upper James St., Suite 250 Hamilton, Ontario L9C 3A2 Phone: 905-777-9494
ANTHRACITE
QUALITY FILTER SAND & GRAVEL
HYDRO-LOGIC ENVIRONMENTAL Fax: 906-777-8678
FILTER MEDIA
'
20 SHARP ROAD. BRANTFORD, ONTARIO N3T5L8
V
TEL:(519)751-1080 FAX:(519)751-0617
Circle reply card No. 256
y
Environmental NEWS Eramosa wins Excellence
in Engineering Award Eramosa Engineering Inc. of Guelph, Ontario, was the first winner of the C.E (Bill) Kong Award for outstanding performance in the provision of engi neering services to Halton Region. Halton Region established the award at the retirement of long-time staff mem ber Bill Kong, REng.
I
The award is based on nominations from Halton staff. A number of factors
contributed to Eramosa Engineering's success, including delivery of projects on time, and on budget, delivering services to required technical stan dards, support of a positive partnership approach with Halton staff groups, handling small and large projects with consistent effort and enthusiasm.
Eramosa Engineering has worked on several high-profile projects in Halton, including Supervisory Control and Data Acquisition (SCADA) sys tems for South Halton Water, North District Water, Mid Halton Wastewater and
Milton
Wastewater Treatment
Presentation of the Excellence In Engineering Award from left to right: Bill Kong, Halton Region (retired); Patrick Murphy, Halton Region Commissioner of Planning & Public Works; Tim Sutherns, President, Eramosa Engineering; and Bruce Kitchen, Director, Engineering Services, Halton Region (retired).
$250 million to make the change in the US.
Health Canada is not yet sure how much this change will cost in Canada.
Before it goes ahead, the department plans to consult with provincial gov ernments, who will be responsible for enforcing the new guidelines.
Plants, and the WA. Bill Johnson
Biosolids Management facility (win ner of a Consulting Engineers of Ontario Award of Merit), as well as the development of Halton SCADA Design Standards, a control system upgrade at the 16 Mile Creek Pump Station, and an upgrade at the Kelso Wells Pumping Station.
Digester Cleaning,Dewatering,Dredging,Disposal Complete Services
Residuals an American Water Services^company
800-465-21 15 www.trimaxenv.com | www.americanwaterservlces.com
Feds consider lower arsenic limit for
drinking water Health Canada is reviewing the accept able limit for arsenic in drinking water, but officials don't yet know how much the change will cost. The current max
For more information, circie reply card No. 257 {See page 25)
PIERALISI Dewatering Centrifuges 30,000+ installed worldwide! cost-effective, energy-efficient, quiet 10 year bowl warranty; from 5 usgpm up! also Screw Conveyors & Polymer Mixing Systems
imum guideline is 25 parts per billion; the level could fall to 10 parts per bil lion or lower. (One part per billion is like a drop of water in an Olympic-size swimming pool.) Ottawa said it wants to change the
guideline since the technology to filter more arsenic out of drinking water has improved. According to the US Environmental Protection Agency, consuming 50
parts per billion or more of arsenic over a lifetime may increase the risk of
getting cancer. It is reducing the limit from 50 parts per billion to 10 parts
per billion by 2006. It will cost about
VE
Vanderbeken Enterprises Ltd. 15525 Cliff Avenue, White Rock B.C. \/4B 1V8 toll free: 1-877-DRY-CAKE
fax: 604-535-2283
lnfo@drycake.com
www.drycake.com
For more information, circle reply card No. 258(See page 25)
Wilfley Weber,Inc. Denver, CO
YY /
Phone: 303-770-2664 Fax: 303-889-7305
Web: www.wilfleyweber.com E-mail: vviIfleyweb@aol.com
Wilfley Weber provides high quality diffused aeration systems for municipal and industrial applications. Fine bubble, coarse bubble & static tube systems. Fine bubble diffusers with 10+ years life expectancy in municipal wastewater. Systems designed for high efficiency resulting in lower operational costs. For more information, circie reply card No. 259(See page 25)
September 2003, Environmental Science & Engineering 79
Environmental NEWS
Dramatic reductions of air and water pollution from pulp and paper industry A decade of progress in reducing water and air pollution from Canada's pulp and paper sector was highlighted on June 6,2003, by Environment Minister David Anderson, in Gatineau, Quebec.
A&A
"Regulations put in place in 1992 to reduce pollution, and voluntary actions from the pulp and paper industry have brought about significant reductions in water pollution and carbon dioxide
,
MEMBER
environivientaL SERVICES INC.
emissions while allowing the industry to remain competitive," said Minister Anderson during a visit to the Papier Masson Mill in Gatineau.
Over the last ten years the pulp and paper industry worked closely with the federal government, environmental non-governmental organizations, the provinces and other key stakeholders to ensure compliance with regulations under the Canadian Environmental Protection Act and the Fisheries Act.
Environmental Consultants www.aandaenv.com/
Soil, Groundwater & Air Studies ,Investigations
The industry has also implemented voluntary process and technological changes. All these measures allowed them to achieve the following results:
Burlington â&#x2122;ŚSt. Catharines -f Woodstock North Bay -f Kirkland Lake Timmins -f Thunder Bay Winnipeg Dr. George Duncan, President (705) 567 4996 Fax;(705)568 8368
- reduced releases into water of chlori
nated dioxins and furans by 99%;
Ainley
Four decades of excellence in infrastructure planning & engineering BARRIE
BELLEVILLE
COLLINGWOOD
(705)725-3371 (613) 966-4243 (705) 445-3451
OTTAWA
(613) 822-1052
GONSULTING ENGINEERS RUNNERS
i
Creating Q.uaUty Solutions Together
environment
engineering^ operations management
infrastructure
Toronto: 416.497.8600
sions (CO2), a key greenhouse gas, by 26% from 1990 levels;
- reduced the use of products contain
ing the toxic substance nonylphenol and its ethoxylates(NPE) by 99.8%; - led to a 94% reduction in Biochem
ical Oxygen Demand (BOD) dis charges and a 70% decrease in dis charges of total suspended solids (TSS).
R.V. Anderson Associates Limited
/
â&#x20AC;˘ decreased its carbon dioxide emis
E-mail: toronto@rvanderson.com www.rvanderson.com
Fax: 416.497.0342
Welland
Ottawa
Sudbury
Monoton
Fredericton
Charlottetown
London
Bombay, Indiay
C.C. TATHAM & ASSOCIATES LTD. CONSULTING ENGINEERS - SITE PLANNERS - LANDSCAPE ARCHITECTS
The Pulp and Paper Effluents Regulations also require all mills to conduct Environmental Effects Moni
toring (EEM) studies to determine the impact of their effluents on receiving waters. The documented improve ments in water quality around mills were confirmed by environmental effects monitoring. The EEM program is amongst the most comprehensive programs conducted in the world and will help provide a better understand ing of the effects of pulp and paper mill effluents on fish and fish halritat.
The EEM program has also shown Specialists in a comprehensive range of
that there are still localized effects on
Environmental and Municipal Engineering
fish
Collingwood Tel. {70S)444-2555 EMail; lnfo@cctatham.com
Bracebridge
Orlllia
Tel.(705)645-7756
Tel.(705) 325-1753
populations at some sites.
Environment Canada will continue to
monitor water around pulp and paper
Web: www.cctatham.com
mills and conduct research on the
effects of effluents on the fish popula tions in receiving waters. The pulp and
Environmental Science & Engineering Introduce your new staff to the industry! ES&E reaches over 19,000 water, wastewater and environmental
protection professionals across Canada.
paper industry has agreed to work with the government on these new studies. In 2002, the Canadian forest prod ucts sector had sales of $56 billion,
accounting for 6% of Canada's Gross Domestic Product. The sector con
tributed $34 billion to Canada's bal
Call us at:(905) 727-4666 for special rates
ance of trade and provided direct and indirect employment to one million Canadians.
80 Environmental Science & Engineering,September 2003
Environmental NEWS Environment sector leads
development of Canada's
for any use and also to persons who sell tetrachloroethylene to dry-clean ers, and to dry-cleaning facilities. The
tetrachloroethylene quantities sepa rately, under two related federal regu
occupational standards
possible with the Solvent Degreasing
lations, to Environment Canada. Tetrachloroethylene has been detected in some groundwater sources
The Canadian Council for Human
Regulations. Persons with a diverse commercial market will thereby avoid the inconvenience of reporting their
of drinking water, and these regula tions will provide for source protection of these drinking water supplies.
first water and wastewater
Resources in the Environment Industry (CCHREI) is currently developing Canada's first national occupational
provisions are harmonized as much as
standards for water and wastewater
operators. Funded by Human Resources Development Canada (HRDC), CCHREI will begin focus testing next month with operators to ensure the skills and knowledge state ments accurately reflect those that are required by water and wastewater operators.
In the wake of the tragedies in Walkerton, North Battleford and other similar incidents, the need to ensure the skills and knowledge of water and wastewater operators has never been more critical.
30 YEARS DREDGING
Consolidated
HIGH SPEED CENTRIFUGES HIGH VOLUME PUMPING-HDPE PIPE
(New)- Geo Tube dewatering
Competent and Complete Services Lagoons, Digesters, Ponds, Lakes, Marinas, Waste Reduction,
Giroux
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Toronto • Ottawa
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Environmental NEWS
Alberta announces its newest mercury collection program The government of Alberta's new col lection program should help keep mer cury from entering the environment by removing mercury switches from vehi cles as they are recycled at Alberta scrap yards. "Switch Out", a national, award-
winning program dedicated to the safe removal and storage of mercury switches, will work through its Alberta partners to remove approximately 40 kilograms of mercury - or about 8,000 switches - from Alberta's waste stream
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Alberta
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only
provinces, along with Ontario, to adopt this program. Included in the joint provincial/national program is Alberta Environment, which provided $15,000 in funding over the first year. Other Alberta partners include the Alberta Automotive Recyclers & Dismantlers Association, MAXUS Technology Inc. and the Recycling Council of Alberta. National partners include Environment Canada, the Canadian Association of Recycling Industries and the Canadian Steel Producers Association. For more information about the
program, visit www.switchout.ca
Planning for ammonia, chloramines and chlorinated effluents The Canadian Water and Wastewater
Association (CWWA) is opposing Environment Canada's proposal that owners of municipal wastewater col lection systems or municipal treatment systems discharging more than 5,000 mVday and meeting any one of three other criteria should develop and
implement pollution prevention and pollution control plans. CWWA is opposing this initiative on both jurisdictional and technical grounds. Jurisdictional because these effluents are already regulated or regulatable under provincial and territorial statutory instruments and the Environment Canada notice sets up a direct legally enforceable federal ini tiative that will cause some confusion
and cost burdens to those meeting the
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criteria. Technical because there are
many individual components of the notice that require rethinking and rewording. For example, one of the inclusion criteria is if the discharge contains more than 0.02 mg/L of total residual chlorine at any time in the designated monitoring period. CWWA's Effluent Committee members point out that this wording implies continuous monitor ing and non-repeating spike events can trigger a five-year planning and imple mentation requirement of significant impact. CWWA had asked that the com
Offices in: Brampton ♦ Pickering ♦ Kitchener ♦ Cobalt Telephone: 905-459-4780 Internet Site: www.kmk.ca
82 Environmental Science & Engineering,September 2003
E-mail: kmk@kmk.ca
ment period be extended for a further period of 60 days (beyond August 5) on the grounds that the owners of the
^
Environmental NEWS systems (municipal councils) were in summer recess (as was Parliament)
and there was little opportunity for the operating staff to brief their system owners.
CWWA has also sent messages to more than 700 municipalities alerting them to these concerns and seeking their input and assistance in challeng ing the notice. CWWA does not challenge the need to manage ammonia and chloramines
and chlorinated effluent discharges, but believes that Environment Canada, working with and through the provinces and territories, could
achieve its goals without setting up a requirement that does not truly reflect specific site considerations, and would not set up a system of reporting similar things to different levels of govern
tral Alberta.
Municipalities and facilities includ ed in the review will be advised on the
specific details and timing of the
ble solutions for areas that may need upgrading to ensure their operations are sustainable at a high level. A copy
assessments of their facilities in the next few weeks.
of the draft Water for Life: Alberta's
This first phase of the review is expected to cost $750,000 and be com
Strategy for Sustainability is available at www.waterforlife.gov.ab.ca.
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ZENON announces new
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September 2003, Environmental Science & Engineering 83
Environmental NEWS
Lab partnership to enhance safety of Ontario's drinking water The Standards Council (SCO) and
water for all Ontarians.
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The Walkerton tragedy called into question the safety of Ontario's drink ing water. The provincial government established a public inquiry, headed by Ontario appeal court Justice Dennis O'Connor. The inquiry's report made
mental Analytical Laboratories (CAEAL) have entered into an agree ment with the Ontario Ministry of the Environment to build a more robust
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several proposals calling for standardsrelated improvements, including mandatory accreditation for water test ing laboratories. More than 350 Canadian labs are
accredited by the SCO's Program for Accreditation
of
Laboratories
Canada (PALCAN). In partnership with CAEAL,the SCO has established a rigorous program for the accredita tion of environmental testing laborato ries. In fact, on the topic of the SCO/ CAEAL program. Justice O'Connor stated that he "was impressed by the thoroughness of the verification process and the capacity to identify areas for improvement at individual laboratories."
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The agreement, which was signed July 25, 2003, formalizes the relation ship between the three parties regard ing the delivery of laboratory accredi tation services in Ontario - part of the new Safe Drinking Water Act. The Act, passed in December 2002, makes accreditation mandatory in order for labs to receive licensing. The
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and private sector laboratories. A prin cipal objective of the association is to promote and maintain a high level of assurance in analytical test data. To this end, CAEAL manages proficiency testing and site assessment programs that are tailored to meet the specific needs of environmental testing labora tories. The Standards Council of Canada is
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84 Environmental Science & Engineering,September 2003
the
efforts
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Manitoba takes steps to protect Lake Winnipeg An initiative to save Lake Winnipeg from increasing phosphorus and nitro gen levels moved ahead recently with the appointment of members to the Lake Winnipeg Stewardship Board. The first task of the new board will
Environmental NEWS be to establish its operating rules and prioritize a variety of issues affecting the health of Lake Winnipeg including shoreline erosion. The board will also
be starting on implementation of a riparian protection action plan which will help address concerns of tillage and grazing by livestock on lands adja
tle storage room left, the company spread approximately 700,000 litres of
the Environment to receive the waste.
Gay Lea Foods Co-operative Limited pleaded guilty to one charge
biosolids - including milk residue, detergents and rinse water - on a near by field between August 25 and September 6, 2001. The field was not approved by the Ontario Ministry of
under section 40 of the Environmental
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cent to streams and rivers. Manitoba Conservation Minister Steve Ashton said that the establish
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Gay Lea Foods fined for Illegal waste deposit Gay Lea Foods Co-operative Limited has been fined $40,000 - plus victim fine surcharge - after pleading guilty to depositing wastewater treatment sludge on an unapproved site. The company operates a dairy food pro cessing plant in Teeswater, Ontario. Waste biosolids resulting from the operation of the company's on-site wastewater treatment plant are gener ally trucked to a storage facility before they are applied on land. The Court heard that, with very lit
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September 2003, Environmental Science & Engineering 85
Environmental NEWS
No more free delivery
"Asset management is good business
Canadian legislators may pass increas ingly stricter laws to keep our drinking water safe. But it is quite another thing
practice and one of the founding blocks of a progressive utility's strate gic thinking", he stressed. Contact: www.ch2mhillcanada.com.
for them to actu
ally deliver water that is cleaner and safer
to
drink.
Mainly this is because many Canadian
water-
delivery systems are aging. In Toronto alone, George Powell many miles of watermains are more than 80 years old, some made of cast iron, and now near-
ing the end of their expected life cycle, having served the communities well. At a recent conference of Fede
ration of Canadian Municipalities (PCM) in Winnipeg, George Powell, P.Eng., emphasized the urgency of the matter before 2,000 municipal and elected officials and private-sector par ticipants. He said, "The public outcry in the aftermath of Walkerton, in Ontario, and North Battleford, Saskatchewan, has forced legislators to pass some of the most stringent water quality legislation in the world. Now we need to make sure we can imple ment the legislation." A senior vice president at CH2M HILL Canada, he talked to delegates about Bill 175 - the new Ontario legis lation. He said the bill was designed to move municipalities toward account ing practices that show the annual depreciation of capital assets, while establishing a dedicated fund for the eventual replacement of those assets. The Bill, when implemented, would help municipalities to achieve sustain able full-cost recovery of their water and wastewater services.
"Simply put," he stressed, "there is
no free water delivery. In coming decades, the average large Canadian utility will have to spend about three
the west
The wildfires raging in western Canada have forced thousands from
their homes, hundreds of square kilo metres of forest have burnt to the
ground, and the hot, dry conditions are only expected to continue. The University of Western Ontario is
home
to
the
Institute
for
site
in
Norwich
indicated the need to clean up this site because of concerns about the possible spread of West Nile virus. There are eight other tire sites with
illegal tire stockpiles that the Ministry
Geography and Political Science. He was Assistant Deputy Minister (19942000) with the Meteorological Service
up of the Otterwood site should the owners of the site not comply with the
of Environment Canada.
"As the climate warms, we expect
of the Environment has ordered to million that will be used in the clean
order. It will determine further action
on the other eight sites as it moves for
to see more frequent occurrences of the hot, dry conditions that establish the risk of wildfires," says McBean.
recovery through orders to recover
"These risks are converted into haz
costs from the owners of sites cleaned
ardous fires by natural events, such as lightning, and also by human acts,
up by the province.
either deliberate or careless."
"Responding to hazards such as
ward and new information becomes available. The MOE will seek cost
DATEPAD
wildfires needs to be a combination of
October 12-15,2003. WEFTEC.03,
prevention activities, such as making
76th annual technical and educa tional conference of the Water
our communities less vulnerable;
warning systems; and quick response teams, which are common to most nat ural hazards. We also need to have
thought out our response in advance how to fight the fire, how and when to evacuate people, where to move them,
Environment Federation, Los Angeles, California. For event details contact: Tel: 800-666-0206,
E-mail: confinfo@wef.org. Web site: www.weftec.org. October 15-17, 2003. Pointe-
etc. Being prepared needs to be part of every community's function," he says. Established by Canada's property and casualty insurers in 1999, the ICLR is internationally recognized for leadership in multi-disciplinary disas ter prevention research, and findings are used to help the public better
and its Energy Cost Saving com mittee are holding an Improving Energy Efficiency and Reducing Green House Gases course as part of the TECH program. Contact: clato@paptac.ca.
understand natural disasters and iden
tify simple steps to better protect our
estimated gap between what is spent
homes and families.
Contact: www.iclr.org.
foreseeable future is about $4-billion as S14-billion nationwide."
tire
Township to expeditiously remove all tires from the site. The ministry esti mates that there are about 350,000 used tires on this site, making it the largest illegal tire stockpile in the province. Local health authorities have
clean up. The ministry has set aside SI
times as much revenue on asset
in Ontario alone, and perhaps as much
province. The ministry has also issued an order against the owners of the
Catastrophic Loss Reduction (ICLR). Gordon McBean is ICLR Policy Chair and a professor in the Departments of
replacement as it does now. In fact, the now and what will be required in the
blitz of other used tire sites in the
Otterwood
Wildfires rage on in
si
addition, the ministry's Environmental SWAT Team is beginning an inspection
Ontario taking strong action to reduce illegal
Mr. Powell said Bill 175 is designed to serve as the catalyst to close the gap in Ontario, driving cities to reinvest in civic infrastructure and to manage
Ontarios's MOE has ordered the own ers of nine used tire sites to remove
municipal assets for the benefit of all.
illegally stored tires from their sites. In
tire stockpiles
86 Environmental Science & Engineering, September 2003
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