Minnehaha Creek Lake Hiawatha TMDL Project Update April 16, 2013 - - PowerPoint PPT Presentation
Minnehaha Creek Lake Hiawatha TMDL Project Update April 16, 2013 - - PowerPoint PPT Presentation
Minnehaha Creek Lake Hiawatha TMDL Project Update April 16, 2013 Minnesota Pollution Control Agency Office Minnehaha Creek TMDL Discussion Overview Draft TMDL Report Quick overview Allocations Bacteria Total phosphorus Implementation
Minnehaha Creek TMDL
Discussion Overview
BMP Targeting
Total phosphorus
Allocations
Quick overview
Draft TMDL Report Implementation
Bacteria
TMDL Development
Data Driven Approach
Figure 3-1
Quick “Re-Cap”
Bacteria
Data Driven Approach
Figure 3-2
Total Phosphorus
Quick “Re-Cap”
Figure 3-3
Data Driven Approach
Reduction Needs
TMDL Targets
Parameter 2001-2011 Average Target Reduction
- E. coli (#/100mL)
301 1 126 58.1% Total Phosphorus (µg/L) 70.9 2 50 29.5% Notes:
1 Average values reflect April- Oct. geometric mean,
consistent with WQS.
2 Value reflects growing season average (June-Sept),
consistent with site-specific criteria.
Table 3-3
Bacteria
Linkage Analysis
Loading & Response
Figure 5-13
Group
High Moist Mid Dry Low
- Grays Bay
- A
McGinty
- B
- W. 34th
- 25%
4%
C
Excelsior 12% 35% 55% 76% 45%
D
Browndale
- E
Browndale to Chain of Lakes 19% 32% 16% 46% 47%
F
Chain of Lakes to Lake Hiawatha 40% 54% 58% 73% 68%
H
Lake Hiawatha to mouth 30% 12%
- 15%
6%
Bacteria
Reduction Needs
Linkage Analysis
Table 5-5
Categorical Allocation Explicit “Margin of Safety”
Bacteria Allocations
TMDL Development
Overall Target
MnDOT has individual WLA WLA assigned to all MS4s Duration curve framework Set at watershed outlet
Summary
Duration Curve Zone High Moist Mid Dry Low
LOADING CAPACITY
857 412 153 41.0 13.7
WLA -- TOTAL
610.0 295.7 107.8 28.77 8.23
Categorical MS4 WLA
588.2 285.1 103.9 27.74 7.94
Mn DOT MS4 WLA
21.8 10.6 3.9 1.03 0.29
LA -- TOTAL
161.3 75.1 29.9 8.13 4.10
Non-MS4 stormwater
129.3 62.7 22.9 6.10 1.74
Upstream Boundary
32.0 12.4 7.0 2.03 2.36
Margin of Safety (10%)
85.7 41.2 15.3 4.10 1.37
Table 6-2
Bacteria Allocations
TMDL Development
Watershed Loading
Linkage Analysis
Phosphorus
Figure 5-14
Watershed Estimates
Unit Area Loads + Other Sources
Group Area
(acres)
Rate
(lbs/acre)
Seasonal
(pounds)
Cumulative
(pounds)
- Grays Bay
- 1,279
1,279 A McGinty 3,494 0.260 908 2,187 B
- W. 34th
5,103 0.163 827 3,014 C Excelsior 1,998 0.500 1,033 4,047 D Browndale 1,427 0.378 539 4,586 E BD to COL 2,172 0.378 821 5,407 F COL to LH 2,504 0.283 709 6,116 G LH Direct 1,195 0.283 347 6,463
Table 5-6
Phosphorus Loading
Linkage Analysis
Subwatershed Group Load
(pounds per growing season)
Upstream
A/B C D E F G
MS4 Stormwater
1,141.2 904.3 490.9 791.0 690.3 337.6
Wastewater Facilities
33.8 4.6
Non-MS4 Stormwater
593.8 94.9 48.1 30.0 18.7 0.7
Atmospheric
4.1
Upstream
1,279
TOTAL EXISTING
1,279 1,735 1,033 539 821 709 347
Existing Phosphorus Loads
Summary of Table 5-9
Linkage Analysis
MLCCS Data
Combination approach WLAs Non-MS4 stormwater estimates
Figure 2-3
Total Phosphorus Site Specific Criteria 2001-2011 Average Reduction Needs Loading Capacity Percent TP
Concentration
(μg/L)
50 70.9 29.5% = (70.9-50) 70.9
Load
(pounds/season)
6,463 1,907 4,556
Table 6-3
TMDL Development
Loading Capacity Determination
Phosphorus
TMDL Development
1,907 pounds
Figure 6-1
Phosphorus Reduction
Equal Percent Reduction Area Export Coefficient Impervious Cover “Combination” Approach
Methods Considered
Phosphorus Allocations
Subwatershed Group Load
(pounds per growing season)
Upstream
A/B C D E F G
MS4 Stormwater
911 349.6 228.9 426.4 508.5 244.3
Wastewater Facilities
33.8 4.6
Non-MS4 Stormwater
474 38.8 22.4 16.2 13.8 0.5
Atmospheric
4.1
Upstream
1,279
TOTAL ALLOCATIONS
1,279 1,385 422.2 251.3 442.6 522.3 253.5
TOTAL EXISTING
1,279 1,735 1,033 539 821 709 347 Consolidated Table 6-5
Summary
Phosphorus Allocations
Subwatershed Group Load
(pounds per growing season)
A/B C D E F G
MS4 Stormwater
Existing 1,141.2 904.3 490.9 791.0 690.3 337.6 Allocation 911.0 349.6 228.9 426.4 508.5 244.3 Reduction 20% 60% 53% 46% 26% 28%
Non-MS4 Stormwater
Existing 593.8 94.9 48.1 30.0 18.7 0.7 Allocation 474.8 38.8 22.4 16.2 13.8 0.5 Reduction 20% 60% 53% 46% 26% 28% Combined Summary of Table 5-9 and Table 6-5
Group Summary
Phosphorus Reductions
Total Phosphorus Load Reduction
(percent)
Existing Allocation Reduction
Plymouth
24.5 19.6 4.9 20%
Wayzata
13.0 10.4 2.6 20%
Minnetonka
872.7 696.7 176.0 20%
- St. Louis Park
725.8 332.8 393.0 54%
Hopkins
383.8 170.5 213.3 56%
Edina
841.4 424.4 416.9 50%
Minneapolis
1,285.1 884.8 400.4 31%
Hennepin Co.
52.9 34.2 18.7 35%
Mn DOT
156.1 95.4 60.6 39%
Summary
Phosphorus Allocations
Table 6-6
Group
NPDES Wastewater Facility Allocation (lbs) C
- St. Louis Park GWP
Reilly Tar Site: #002
26.4
- St. Louis Park GWP
Reilly Tar Site: #001
6.3
- St. Louis Park WTP
1.1 G
Kwong Tung Foods
4.6
Individual NPDES Facilities
Point Source Allocations
Based on DMR data
Stormwater BMPs
Bacteria
Implementation
Volume control / infiltration BMPs Illicit discharge detection & elimination program Pet waste management Street sweeping Illicit discharge ordinances Filtration BMPs
Implementation Actions
Storm Water Management
Pollutant reduction through:
- Treatment
- Flow / Volume Management
BMP Targeting & Optimization
Characterization Costs
General Process
Available Practices
BMP Targeting & Optimization
Management Options Opportunities
Multi-scale Analysis
Reasonable Assurance Pilot
Land Use Patterns
Prioritize
Impervious Cover Estimates
Total Area Impervious Estimate MC-54 31 31% MC-55 140 62% MC-56 46 67% MC-57 54 85%
Impervious Surfaces
Subwatershed Example
MLCCS Class Land Use Category
% of MLCCS Class IC
Impervious Surface
(percent of total impervious cover) Parking Road Driveway Sidewalk Roof
E / F
Commercial Retail
65 50 5 5 40
Office
25 45 5 5 45
Institutional School, Hospital
10 40 5 5 50
C / D
Commercial
10 45 5 5 45
Apartment/Condo
10 35 10 5 50
Residential <15 years
15 32 10 10 48
15-30 years
30 41 10 10 39
>30 years
35 45 27 3 25
B
Transportation
10 100
Residential <15 years
25 32 10 10 48
15-30 years
30 41 10 10 39
>30 years
35 45 27 3 25