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BNIA Engineered Wetlands
Our Airports Stromwater Treatment System
May 23, 2012
ACI Deicing Conference
Mark Clark –Sr. Aviation Planner
Buffalo Niagara International Airport
130 daily flights, 27 gates
96” Avg. snow fall
330 ,000 – 350,000 gallons glycol (100%)
1.2 MGD stormwater runoff
“At gate” Deicing System
Airline decision
1995-96 built a parallel storm system with a dedicated
storm and spent glycol lines
Use of both GRV’s and POTW
Have a dedicated snow melt pad for “pink snow”
What needs to be treated?
Will require +/- 15 million gallons for 10 year storm
Would require about 25 million gallons for 100 year storm
Air Cargo
How we progressed since 1990
“like chasing a ghost”
Meeting SPDES 30Mg/L BOD
1990 No Spent Glycol pick up at all – permit kicked in
Airlines chose to have at gate deicing and not a decentralized dedicated site
1996 Set up parallel system when built new terminal apron 200,000 gal UST to BSA
In early 2000 we added in another 800,000 gallons of underground storage
Sent everything to POTW
Cost to treat at POTW = $1,200 - $4,500
Use GRV’s and refractormeters n hopes of recycling with contract for incentives
Issues as we chased this ghost
Issues with jet blast glycol onto grassy areas
Snow removal in slushy conditions
Airlines not staying within designated deicing areas
GSE Equipment running tracking through spent glycol
TOC conveyance system began restrictions and complained of pump house odors
Created flooding of our 3 mil basin, went septic and more issues
BSA decided they needed big bucks to treat went from $4,500 to over $225,000.
Always looking to improve and to identify alternatives
Alternatives Dedicated sewer line to POTW
Anaerobic/aerobic onsite treatment
Membrane bioreactors
Recycling
Infratek systems
Reed bed subsurface wetland
Decentralized deicing w/ recycling
Get NYSDEC Relief from 30Mg/L BOD5
Subsurface engineered wetland
Traditional Wastewater Treatment Engineered Wetland in India
Advantages
Low operating costs
Effective treatment for stormwater
Totally Green Process
Aesthetics
No odor
Disadvantages Concerns Space constraints
Wild Life
Unknown costs
Odor
Will it work
We took a leap of faith & decided to “Go for it”
2006 -Treatability study showing
>95% reduction in BOD
2007- Design phase completed
2008- Construction started
2009- Construction Completed
and operational for 2009/2010
Deicing Season
Process Sizing and Layout
Cells are designed for a total
load of 10,000 pounds of
oxygen demand per day
4 Cells - Each cell
approximately 175’x300’
With cells, retention tanks ,
& piping , approximate
glycol storage is over 12
million gallons
Evaluating Peak Events
BNIA required peak shaving volume
assuming max. treatment of 10,000 BOD 5 lb/day
December 2002 - January 2007
0
1,000,000
2,000,000
3,000,000
4,000,000
5,000,000
6,000,000
7,000,000
8,000,000
9,000,000
10,000,000
12
/13
/02
2/1
3/0
3
4/1
3/0
3
6/1
3/0
3
8/1
3/0
3
10
/13
/03
12
/13
/03
2/1
3/0
4
4/1
3/0
4
6/1
3/0
4
8/1
3/0
4
10
/13
/04
12
/13
/04
2/1
3/0
5
4/1
3/0
5
6/1
3/0
5
8/1
3/0
5
10
/13
/05
12
/13
/05
2/1
3/0
6
4/1
3/0
6
6/1
3/0
6
8/1
3/0
6
10
/13
/06
12
/13
/06
Date
Co
ncen
tra
te in
sto
ra
ge
(ga
l)
0
10,000
20,000
30,000
40,000
50,000
60,000
Da
ily
BO
D
5
lo
ad
ing
fro
m
co
llect
ion
sy
stem
(lb
/da
y)
Concentrate in storage
Daily concentrate BOD5
loading from collection
system large peak events
How we Built it
Construction
The Finished Product
BNIA’s Engineered Wetlands
How does it work?
This is how
5/31/2012
Nitrogen & Phosphorus
Glycol Treatment
Glycols are readily
degradable or “eaten” by
bacteria
Propylene Glycol
Cake mix, chewing gum, salad
dressing, soft drinks, popcorn
Lotions & creams
Cosmetics, shampoo
Cleaners
Baby wipes
Found in:
How do we manage the system?
Like an Aquarium Temperature, Food, Shelter, PH and Oxygen
50 to 55 degrees underground
Temperature
Food
Shelter
PH
Oxygen
Glycol, oils and grease
Mulch & Topsoil
Keep it balanced
Pumped in
Just the Facts
System is a Stormwater system which treats spent glycol
Will treat EG, PG, oils and grease
System initially (only once) injected with designed bacteria
Treatment is with Nitrogen & Phosphorus (Fertilizer)
On-line full time TOC and Nitrogen Monitoring
Treatment duration usually 1-2 days, 3 days max
Cost to build = $10,000,000
Cost to operate = 1st year $100,000 now less than $50,000 year
No additional staff required
The Results ?
We have not exceeded our permit level of 30 mg/l
in the past 18 months
0
500
1000
1500
2000
2500
3000
3500
4000
2009/10 Wetland Treatment Performance
Total Organic Carbon (mg/L)
Influent Effluent
Some stats
2009 -2010 72.7% reduction in lbs of effluent discharged
2010-2011 89.9% reduction in lbs of effluent discharged
What comes in – What goes out
Before After
Questions?