rick gerber whpa presentation - ctc source protection region · ctc swp - municipal pumping rates 0...
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![Page 1: Rick Gerber WHPA presentation - CTC Source Protection Region · CTC SWP - Municipal Pumping Rates 0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500 1A Ce d a e W ll 3 Ce d a r](https://reader034.vdocuments.us/reader034/viewer/2022042805/5f6875a276606a75e715248c/html5/thumbnails/1.jpg)
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CTC Source Protection RegionCTC Source Protection Regionwww.ctcswp.ca
Made possible through the support of the Government of Ontario
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Groundwater Quality Vulnerability Analysis- WHPA delineation & vulnerability
CTC SWP Committee October 20, 2009 Rick Gerber
CTC Source Protection RegionCTC Source Protection Region
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CTC Source Protection RegionCTC Source Protection Regionwww.ctcswp.ca
Made possible through the support of the Government of Ontario
1) Technical Rules/Technical Bulletins> November 20, 2008
2) WHPA & Vulnerability DelineationVelocity/travel times
3) Peel Region (TRCA) WHPAsEarthfx Inc (October 17, 2007)AMEC Peer Review (August 21, 2009)
4) Conclusions/Discussion
OverviewOverview
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CTC Source Protection RegionCTC Source Protection Regionwww.ctcswp.ca
Made possible through the support of the Government of OntarioSlide modified from MOE 24-Mar-2009
1. Technical Rules/Bulletins (Nov, 2008)1. Technical Rules/Bulletins (Nov, 2008)Groundwater Quality Vulnerability Analysis – WHPA
• Assess the intrinsic vulnerability according to the natural susceptibility of aquifers to becoming contaminated1) Delineate Wellhead Protection Area (WHPA-A,B,C,D; Part VPart V);2) Determine natural vulnerability of aquifer system to contaminants (H,M,L
– Part IVPart IV);3) Overlay 1 & 2 to determine vulnerability scores (Part VII.3Part VII.3).
Consider anthropogenic transport pathways (Part IVPart IV)Assess uncertainty with plans for continuous improvement (Part I.4Part I.4)
• Threats and Issues mapping within WHPA (Vulnerability score of 6) (Part XIPart XI)• Risk Score = Hazard Rating (1-10) x Vulnerability Score (6) (Part XIPart XI)
Vulnerability score <=6 cannot contain a significant threat(Significant > 80; Moderate 60-79; Low 40-59)
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CTC Source Protection RegionCTC Source Protection Regionwww.ctcswp.ca
Made possible through the support of the Government of OntarioSlide from MOE 24-Mar-2009
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4
2
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CTC Source Protection RegionCTC Source Protection Regionwww.ctcswp.ca
Made possible through the support of the Government of Ontario
2. WHPA & Vulnerability Delineation2. WHPA & Vulnerability Delineation• v = Ki/n = average linear velocity; where
K = hydraulic conductivity (constant of proportionality describing ease with which a fluid can move through a porous media)
i = hydraulic gradient
n = porosity
From Freeze & Cherry (1979)Average linear groundwater flow velocity
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CTC Source Protection RegionCTC Source Protection Regionwww.ctcswp.ca
Made possible through the support of the Government of OntarioFrom Freeze & Cherry (1979)
Note range
Higher K =Higher average linear groundwater flow velocity
K=hydraulic conductivityv = Ki/n
Hydraulic conductivity
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CTC Source Protection RegionCTC Source Protection Regionwww.ctcswp.ca
Made possible through the support of the Government of Ontario
From Freeze & Cherry (1979)
i=hydraulic gradient; higher i = higher avg linear gw flow velocityv = Ki/n
Hydraulic gradient
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CTC Source Protection RegionCTC Source Protection Regionwww.ctcswp.ca
Made possible through the support of the Government of Ontario porosity
From Freeze & Cherry (1979) From Freeze & Cherry (1979)
(<1%)
~30% ~15% >50%n=porosity;
higher n = lower avg linear velocityv = Ki/n
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CTC Source Protection RegionCTC Source Protection Regionwww.ctcswp.ca
Made possible through the support of the Government of Ontario
Good Aquifer: v=Ki/n=(1e-4 m/s)*0.01/0.3 = 105 m/yr (avg linear flow velocity)note - fracture flow can be much higher (m/d)
Average linear groundwater flow velocity
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CTC Source Protection RegionCTC Source Protection Regionwww.ctcswp.ca
Made possible through the support of the Government of Ontario
Contaminant Transport• Contaminants can move at the average linear
groundater flow velocity (e.g chloride) OR• Movement can be slower (e.g. sorption,
dispersion, diffusion according to concentration gradients, etc);
• Decrease mass but not necessarily velocity (e.g. dilution, radioactive decay, biodegradation, chemical reactions, ion-exchange, etc); and
• Increase velocity (colloidal transport, complexation, etc)
Contaminants interact w physical, chemical & biological system
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CTC Source Protection RegionCTC Source Protection Regionwww.ctcswp.ca
Made possible through the support of the Government of Ontario
Groundwater Vulnerability (WHPA)a) Delineate Vulnerable Area – WHPA (A,B,C, C1-10yr and D)b) Assign intrinsic vulnerability
0-5yrs High, 5-25yrs Medium, >25yrs Low Relative Intrinsic Vulnerabilityc) Overlay WHPA zones with Intrinsic Vulnerability to give Vulnerability Scored) Constructed pathwayse) Uncertainty
Unsaturated till
Saturated till
Saturated aquifer
WAA
T
SAAT
UZA
T
JHL
½ W
AAT
SWAT
WW
AT2 year TOT
(WHPA: A=100m; B=2yrC=5yr and D = 25 yr)
d) Numerical GW Flow Modelling – WAAT/SAAT
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CTC Source Protection RegionCTC Source Protection Regionwww.ctcswp.ca
Made possible through the support of the Government of Ontario
CTC SWP - Municipal Pumping Rates
0
500
1,000
1,500
2,000
2,500
3,000
3,500
4,000
4,500
Cedar
vale
Well
1A
Cedar
vale
Well
3
Cedar
vale
Well
4A
Prince
ss A
nn W
ell 6
Linds
ay C
ourt
Well
4th Li
ne W
ell A
Davids
on W
ell 2
Prosp
ect P
ark W
ellErin
Well
7
Erin W
ell 8
Hillsbu
rgh W
ell H
2
Hillsbu
rgh W
ell H
3
Orange
ville
5-5A
Orang
eville
6
Orang
eville
7 - P
assm
ore
Orange
ville
8A
Orange
ville
8B
Orange
ville
8C
Orang
eville
9A-9
B
Orang
eville
10
Orang
eville
11
Cardin
al W
oods
Well
1
Cardin
al W
oods
Well
3
Coles W
ell 1
Islan
d Lak
e Well
2
Obser
vatio
n Well
2AAlto
n #3
Caledo
n #3
Caledo
n #4
Inglew
ood #
2
Inglew
ood #
3
Chelte
nham
#1
Chelte
nham
#2
Caledo
n Eas
t #2
Caledo
n Eas
t #3
Caledo
n Eas
t #4
Palgra
ve #2
Palgra
ve #3
Palgra
ve #4
Noblet
on #2
Noblet
on #3
Kleinb
urg #
2
Kleinb
urg #
3
King C
ity #3
King C
ity #4
Stouffv
ille #1
Stouffv
ille #2
Stouffv
ille #3
Stouffv
ille #5
Stouffv
ille #6
Uxville
pum
ping
rate
(m3/
d)
Lyndsay Court
Orangeville 5-5A Palgrave 4
Stouffville 3,5
Cedarvale 4A
Caledon East 4
Palgrave 3
~0.4 m3
2005/2006 municipal pumping rates
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CTC Source Protection RegionCTC Source Protection Regionwww.ctcswp.ca
Made possible through the support of the Government of Ontario
Recharge = 15 mm/yr Q = 0, -1000, etc m3/d (x=y=5000m)50m Kh/Kv(m/s) Ss (1/m)/Sy n
upper aquifer-a 40m 10-4/10-5 1e-4/0.30 0.3 CH=50m
upper-aquifer-b CH=41m 10-4/10-5 1e-4/0.30 0.3 CH=50m
30m lower aquitard
10m 10-8/10-9 1e-6/0.10 0.1lower aquifer
CH=25m 10-4/10-5 1e-4/0.30 0.3 CH=45m0m
y=10,000 m
Numerical GW Flow Modelling – estimate travel times
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CTC Source Protection RegionCTC Source Protection Regionwww.ctcswp.ca
Made possible through the support of the Government of Ontario
Lower aquifer;Q=1000 m3/d;25yr TOT
Q=1000 m3/dLower aquifer - steady state particle traces
Q=2000 m3/d
Upper aquifer;Q=1000 m3/d;25yr TOTLower aquiferQ=2000 m3/d; 25yr TOT
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CTC Source Protection RegionCTC Source Protection Regionwww.ctcswp.ca
Made possible through the support of the Government of Ontario
Upper aquifer; Q1000 m3/d; steady state particles
Lower aquifer; Q1000 m3/d; steady state particles
Lower aquifer; Q2000 m3/d; steady state particles
Lower aquifer; Q1000 m3/d; 25yr TOT
Lower aquifer; Q2000 m3/d; 25yr TOT
No pumping
~450 m/25 yr
~1250 m/25 yr
~1550 m/25 yr
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CTC Source Protection RegionCTC Source Protection Regionwww.ctcswp.ca
Made possible through the support of the Government of Ontario Municipal Supply Wells & Intakes
WellingtonCounty
Lorne Park
LakeviewR.L. Clark
Toronto Island
R.C. Harris
Lakeview
F.J. Horgan
Whitby
3. Peel Region (TRCA) WHPAs
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CTC Source Protection RegionCTC Source Protection Regionwww.ctcswp.ca
Made possible through the support of the Government of Ontario Surficial Geology (OGS) & Recharge
EastCross Section
WestCross Section
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CTC Source Protection RegionCTC Source Protection Regionwww.ctcswp.ca
Made possible through the support of the Government of Ontario
Peel
–W
ellin
gton
Bou
ndar
y
Alto
n
Airp
ort R
oad
Hea
rt L
ake
Rd.
Peel
–Yo
rkB
ound
ary
(Hw
y #9
)
Palg
rave
Section LocationM
ount
Wol
fe R
oad
(Figure from Earthfx)
Hydraulic Setting #2 – ~ West Half
shallow aquiferORM
deep aquifer (TF)
deep aquifer (Sc)
Bedrock(shale)
Bedrock(aquifer)
W E
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CTC Source Protection RegionCTC Source Protection Regionwww.ctcswp.ca
Made possible through the support of the Government of Ontario(Figure from Earthfx, October 17, 2007)
Observed groundwater levelsOak Ridges Aquifer Complex
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CTC Source Protection RegionCTC Source Protection Regionwww.ctcswp.ca
Made possible through the support of the Government of Ontario(Figure from Earthfx, October 17, 2007)
West Model extent
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CTC Source Protection RegionCTC Source Protection Regionwww.ctcswp.ca
Made possible through the support of the Government of Ontario(Figure from Earthfx, October 17, 2007)
a) WHPA from Time of Travel
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CTC Source Protection RegionCTC Source Protection Regionwww.ctcswp.ca
Made possible through the support of the Government of Ontario(Figure from Earthfx, October 17, 2007)
b) Natural intrinsic susceptibility
ISI (Intrinsic Susceptibility Index) = thickness x K-factor(sum for each unit above aquifer)
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CTC Source Protection RegionCTC Source Protection Regionwww.ctcswp.ca
Made possible through the support of the Government of Ontario
![Page 24: Rick Gerber WHPA presentation - CTC Source Protection Region · CTC SWP - Municipal Pumping Rates 0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500 1A Ce d a e W ll 3 Ce d a r](https://reader034.vdocuments.us/reader034/viewer/2022042805/5f6875a276606a75e715248c/html5/thumbnails/24.jpg)
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CTC Source Protection RegionCTC Source Protection Regionwww.ctcswp.ca
Made possible through the support of the Government of Ontario(Figure from Earthfx, October 17, 2007)
Palgrave 2: 47m deep(permeable ORAC, shallow water table)
Palgrave 3: 82 m deep(deeper water table, more silt in ORAC)
b) Natural intrinsic susceptibility
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CTC Source Protection RegionCTC Source Protection Regionwww.ctcswp.ca
Made possible through the support of the Government of Ontario
![Page 26: Rick Gerber WHPA presentation - CTC Source Protection Region · CTC SWP - Municipal Pumping Rates 0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500 1A Ce d a e W ll 3 Ce d a r](https://reader034.vdocuments.us/reader034/viewer/2022042805/5f6875a276606a75e715248c/html5/thumbnails/26.jpg)
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CTC Source Protection RegionCTC Source Protection Regionwww.ctcswp.ca
Made possible through the support of the Government of Ontario(Figure from Earthfx, October 17, 2007)
b) Natural intrinsic susceptibility
CE4: 55mTAC
CE3: 19mORAC- Cl
CE2: 30mORAC(GUDI)- Cl
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CTC Source Protection RegionCTC Source Protection Regionwww.ctcswp.ca
Made possible through the support of the Government of Ontario
Note: only zones >6 canHave significant threat(Water Quality Risk Assessment)- Constructed pathways? (private wells, pits/quarries, etc)
c) Vulnerability scoring
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CTC Source Protection RegionCTC Source Protection Regionwww.ctcswp.ca
Made possible through the support of the Government of Ontario(Figure from Earthfx, October 17, 2007)
c) Vulnerability scoring
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CTC Source Protection RegionCTC Source Protection Regionwww.ctcswp.ca
Made possible through the support of the Government of Ontario(Figure from Earthfx, October 17, 2007)
c) Vulnerability scoring
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CTC Source Protection RegionCTC Source Protection Regionwww.ctcswp.ca
Made possible through the support of the Government of Ontario
4. Conclusion/Future Tasks4. Conclusion/Future Tasks• Vulnerability (travel times) can be tested
• Chemistry, isotopes, pumping tests, etc• Sentry wells
• Confirm information & complete mapping• Consistency with HVA vulnerability• Anthropogenic constructed pathways• Uncertainty
• Peer Review
• Threats Inventory & Risk Assessment