Upload
sweet-water
View
230
Download
0
Embed Size (px)
Citation preview
8/2/2019 Kk 1 Fact Sheet
http://slidepdf.com/reader/full/kk-1-fact-sheet 1/24
8/2/2019 Kk 1 Fact Sheet
http://slidepdf.com/reader/full/kk-1-fact-sheet 2/24
Assessment Point: KK-1
The following data are excerpts from multiple reports. While the same location in theKinnickinnic watershed is represented, the assessment point IDs differ. Throughout the
following data, Assessment Point KK-1 is also represented by:
o Reach 831
o RI-831
o Lyons Park Creek
8/2/2019 Kk 1 Fact Sheet
http://slidepdf.com/reader/full/kk-1-fact-sheet 3/24
LEGEND
KK WATERSHED
WATERSHED RESTORATION PLANKINNICKINNIC RIVER WATERSHED
September 24, 2008
45
45
241
119
59
24
36
24
59
62
32
59
181
0
38
32
38
62
62
894
794894
94
43 894
9443
Y
N
Y
U
T
C i t y o f
W E S T A L L I S
C i t y o f
W E S T A L L I S
C i t y o f
S T . F R A N C I S
C i t y o f
S T . F R A N C I S
C i t y o f
G R E E N F I E L DC i t y o f
G R E E N F I E L D
C i t y o f
C U D A H Y
C i t y o f
C U D A H Y
ge of
ORNERS
Village of
GREENDALE
V illage o f
W E ST MILW AUK E E
KINNICKINNIC RIVER
SOUTH 43RD STREET DITCH
LYONS PARK CREEK
WILSON PARK CREEK
WILSON PARK CREEK
HOLMESAVENUE CREEK
VILLAMANN CREEK
CHEROKEE PARK CREEK
F o r e s t
H o m
e A v e
F o r e s t
H o m
e A v
e
B e l o i t A v
e
Lincoln Ave
Cle veland Ave
Oklahoma Ave
Morgan Ave
Burnham S t
N a t i o n
a l A v e
Lincoln A ve
Cleveland Ave
Oklahoma A ve
Morg an A ve
Burnham S t
Ho ward Ave
Bolivar Ave
Lay ton A ve
Edgerton Ave
Grange Ave
Lay ton Ave
Grange Ave
6 0 t h S t
4 3 r d S t
2 7 t h S t
3 5 t h S t
2 0 t h S t
6 t h S t
1 3 t h S t
C h a s e A v e
C l e m
e n t A v e
6 0 t h S t
4 3 r d S t
2 7 t h S t
3 5 t h S t
2 0 t h S t
1 3 t h S t
2 7 t h S t
3 5 t h S t
2 0 t h S t
6 t h S t
1 3 t h S t
H o w e l l A v e
P e n n s y l v a n n i a A v e
COMBINED SEWER AREA
0 2,300 4,6001,150
Feet
Watersheds
Subwatersheds
Water
Civil Divisions
Waterbodies
8/2/2019 Kk 1 Fact Sheet
http://slidepdf.com/reader/full/kk-1-fact-sheet 4/24
LEGEND
Aerial MapWATERSHED RESTORATION PLAN
KINNICKINNIC RIVER WATERSHED
September 24, 2008
KINNICKINNIC RIVER
SOUTH 43RD STREET DITCH
LYONS PARK CREEK
WILSON PARK CREEK
WILSON PARK CREEKHOLMESAVENUECREEK
VILLAMANN CREEK
CHEROKEE PARK CREEK
F o r e s t H o m
e A v
e
F o r e s t H o
m e A v
e
B e l o i t A v
e
LincolnAve
ClevelandA ve
OklahomaAv e
Morgan Ave
BurnhamSt
N a t i o n
a lA v e
Lincoln A ve
Cleveland Ave
OklahomaA ve
Morgan Ave
BurnhamS t
Howard Ave
BolivarA ve
Layton Ave
EdgertonAve
GrangeAve
La yton Ave
Grange A ve
6 0 t h S t
4 3 r d S t
2 7 t h S t
3 5 t h S t
2 0 t h S t
6 t h S t
1 3 t h S t
C h a s e A v e
C l e m e n t A v e
6 0 t h S t
4 3 r d S t
2 7 t h S t
3 5 t h S t
2 0 t h S t
1 3 t h S t
2 7 t h S t
3 5 t h S t
2 0 t h S t
6 t h S t
1 3 t h S t
H o w e l l A v e
P e n n s y l v a n n i a A v e
COMBINED SEWER AREA
0 2,200 4,4001,100
Feet
Watersheds
Subwatersheds
Water
Combined Sewer ServiceArea
Waterbodies
Routing Reach Tributary Area
Civil Divisions
8/2/2019 Kk 1 Fact Sheet
http://slidepdf.com/reader/full/kk-1-fact-sheet 5/24
LEGEND
KK WatershedModel Reach Tributary AreaWATERSHED RESTORATION PLAN
KINNICKINNIC RIVER WATERSHED
September 24, 2008
45
45
241
119
59
24
36
24
59
100
62
32
32
59
181
100
38
32
38
62
62
894
794894
94
43 894
9443
Y
ZZZZ
N
Y
Y
U
T
C i t y o f W E S T A L L I S
C i t y o f W E S T A L L I S
C i t y o f
S T . F R A N C I S
C i t y o f
S T . F R A N C I S
C i t y o f
G R E E N F I E L DC i t y o f
G R E E N F I E L D
C i t y o f
C U D A H Y
C i t y o f
C U D A H Y
Village of HALES CORNERS
Village of GREENDALE
V illage o f
WE ST MILWAUKE E
F o r e s t
H o m e A
v e
F o r e s t
H o m e A
v e
B e l o i t A v
e
Lincoln Ave
Cleveland Ave
Oklahoma A ve
Morgan Ave
BurnhamSt
N a t i o n
a l A v e
Lincoln Ave
Cle veland Ave
OklahomaAve
Morgan Ave
Burnham St
Howard Ave
Bolivar Ave
Layton Ave
Edger ton Ave
Grange A ve
Layton Ave
Grange Ave
6 0 t h S t
4 3 r d S t
2 7 t h S t
3 5 t h S t
2 0 t h S t
6 t h S t
1 3 t h S t
C h a s e A v e
C l e m e n t A v e
6 0 t h S t
4 3 r d S t
2 7 t h S t
3 5 t h S t
2 0 t h S t
1 3 t h S t
2 7 t h S t
3 5 t h S t
2 0 t h S t
6 t h S t
1 3 t h S t
H o w e l l A v e
P e n n s y l v a n n i a A v e
KINNICKINNICRIVER
KK-2
KK-1
KK-3KK-9 KK-10
KK-8KK-7
KK-6
KK-5 KK-4
0 2,400 4,8001,200
Feet
Routing Reach Tributary Area
Watershed
Water
Waterbodies
Civil Division
As se ss me nt Po in ts C om bi ne d S ewe r S er vi ce Ar ea
8/2/2019 Kk 1 Fact Sheet
http://slidepdf.com/reader/full/kk-1-fact-sheet 6/24
Assessment Point Map : KK-1WATERSHED RESTORATION PLANKINNICKINNIC RIVER WATERSHEDSeptember 24, 2008
KK-1
F o r e
s t H o m
e A v
e
Cle veland A ve
Oklahoma A ve
Morgan A ve
6 0 t h
S t
4 3 r d
S t
0 700 1,400350
Feet
LEGEND Assessment Points
CSO
SSO
NonContact Cooling Water
Routing Reach TributaryArea
Watershed
Water
Waterbodies
CivilDivision
8/2/2019 Kk 1 Fact Sheet
http://slidepdf.com/reader/full/kk-1-fact-sheet 7/24
Land Use Map : KK-1WATERSHED RESTORATION PLANKINNICKINNIC RIVER WATERSHEDSeptember 24, 2008
KK-1
F o r e s t H
o m e A v
e
Cle veland A ve
Oklahoma A ve
Morgan A ve
6 0 t h
S t
4 3 r d
S t
0 700 1,400350
Feet
LEGENDLand Use
Agriculture
Low Density Residential
High DensityResidential
Commercial
Institutional and Governemntal
OutdoorRecreation, Wetland, and Woodland, Open Lands
Transportation, Communication,and Utilities
Manufacturing and Industrial
Surface Water Watersheds
Routing Reach TributaryArea
Water
Civil Divisions
Waterbodies
Assessment Points
8/2/2019 Kk 1 Fact Sheet
http://slidepdf.com/reader/full/kk-1-fact-sheet 8/24
Constituent Measure Standard/Target
Variance Standard - Geomean not to exceed 1,000 counts/100 ml
Variance Standard - Less than 10% of all samples/month 2,000 counts/100 ml
Dissolved Oxygen (DO) Variance Standard - Minimum Concentration 2 mg/l
Total Suspended Solids (TSS)
USGS Median TSS Reference Concentration (estimated
background concentration) 17.2 mg/l
Total Phosphorus (TP) Planning Guideline 0.1 mg/l
Flashiness
Richards Baker Flashiness Index (quantifies the frequencyand rapidity of short-term changes in stream flow; the index
ranges from 0 - 2, with 0 being constant flow) indicator only
Kinnickinnic River - Variance Standards/Targets
Fecal Coliform
8/2/2019 Kk 1 Fact Sheet
http://slidepdf.com/reader/full/kk-1-fact-sheet 9/24
8/2/2019 Kk 1 Fact Sheet
http://slidepdf.com/reader/full/kk-1-fact-sheet 10/24
Figure Overall Project
Team Assessment
Analysis
Dissolved oxygenby flow
Good During mid-range to low flows, dissolved oxygen concentrations are lower than in the other flow conditions. This islikely due to a lack of water agitation (which would allow greater diffusion of oxygen into the water) and high
temperatures (low flow conditions are often associated with summer which has higher temperatures and lower oxygen
solubility).
Fecal coliform by
flow
Moderate to Poor Generally, a pollutant that is present at high concentrations during high flows and low concentrations during low flows
(fecal coliform, in this case) is attributed primarily to non-point sources. The infrequent sewer overflows (once every 2-5
years) would only contribute during the high flows when substantial non-point loads are already present. Note that during
any period with the highest flows, fecal coliform counts exceed the variance standard. During low flows and dry
conditions, the variance standard is met consistently. During these low flows would be the safest time for recreational
uses (most likely wading).
Phosphorus by
flow
Good to Moderate Concentrations are greatest at high flows, with concentrations exceeding the 0.1 mg/l planning guideline less than 50% of
the time during the highest flows. This suggests that the inputs are primarily non-point source pollution.
Suspended solids
by flow
Good Suspended solids concentrations increase with increased flows. This suggests a prevalence of non-point sources. All of
the instances when the concentration exceeds the reference condition occur at the high flow condition. These conditions
most often occur following large storms or major snow-melt events. The suspended solids may come from runoff that
carries a sediment load, from stream bank erosion, or re-suspended stream sediments. Note that this site is located
downstream of some concrete-lined reaches within the watershed. As a result, upstream activities such as stream bank
erosion and re-suspension of stream sediments likely make less of a contribution to suspended sediment loads at this site
compared to sites that are situated downstream of natural reaches that experience these activities.
8/2/2019 Kk 1 Fact Sheet
http://slidepdf.com/reader/full/kk-1-fact-sheet 11/24
Reach Location Richards Baker Flashiness Index
831 Lyons Park Creek 1.01
Flashiness index
Average Daily Flows
Lyons Park Creek (831)
0
5
10
15
20
25
30
35
40
45
50
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
A V E R A G E D A I L Y F L O W (
C F S )
8/2/2019 Kk 1 Fact Sheet
http://slidepdf.com/reader/full/kk-1-fact-sheet 12/24
Existing Water Quality Data
AssessmentPoint
Water QualityIndicator
Statistic Condition
Existing
Mean (cells per 100 ml) 5,659KK-1Lyons Park Creek
Fecal Coliform Bacteria(annual)
Percent compliance with single sample
standard (<2,000 cells per 100 ml)d
80
Geometric mean (cells per 100 ml) 492
Days of compliance with geometric mean
standard (<1,000 cells per 100 ml)d
296
Mean (cells per 100 ml) 2,660Fecal Coliform Bacteria
(May-September: 153days total)
Percent compliance with single sample
standard (<2,000 cells per 100 ml)d
90
Geometric mean (cells per 100 ml) 361
Days of compliance with geometric mean
standard (<1,000 cells per 100 ml)d
150
Dissolved Oxygen Mean (mg/l) 6.6
Median (mg/l) 6.3
Percent compliance with dissolvedoxygen standard (>2 mg/l)d
100
Total Phosphorus Mean (mg/l) 0.052
Median (mg/l) 0.031
Percent compliance with recommendedphosphorus standard (0.1 mg/l)
88
Total Nitrogen Mean (mg/l) 0.66
Median (mg/l) 0.67
Total Suspended Solids Mean (mg/l) 8.5
Median (mg/l) 5.0
Copper Mean (mg/l) 0.0036
Median (mg/l) 0.0013
8/2/2019 Kk 1 Fact Sheet
http://slidepdf.com/reader/full/kk-1-fact-sheet 13/24
Kinnickinnic River @ Lyons Park Creek (RI 831)
0
40
80
120
160
200
240
280
320
360
0 -1
1 -2
2 - 3
3 -4
4 - 5
5 - 6
6 -7
7 - 8
8 - 9
9 -1 0
> 1 0
Average DO (mg/L)
A v e r a g e N u m b e r o f D a y s P e r Y e a
r
8/2/2019 Kk 1 Fact Sheet
http://slidepdf.com/reader/full/kk-1-fact-sheet 14/24
Kinnickinnic River @ Lyons park Creek (RI 831)
0
40
80
120
160
200
240
280
320
360
400
0 -4 0 0
4 0 0 - 6 0 0
6 0 0 -1 0 0 0
1 0 0 0 -2 0 0 0
2 0 0 0 - 3 0 0 0
3 0 0 0 -4 0 0 0
4 0 0 0 - 5 0 0 0
> 5 0 0 0
Average Fecal Coliform (#/100ml)
A v e r a g
e N u m b e r o f D a y s P e r Y e a
r
8/2/2019 Kk 1 Fact Sheet
http://slidepdf.com/reader/full/kk-1-fact-sheet 15/24
Kinnickinnic River @ Lyons Park Creek (RI 831)
0
40
80
120
160
200
240
280
320
360
400
0 - 0 . 0 5
0 . 0 5 - 0 .1
0 .1 - 0 .1 5
0 .1 5 - 0 .2
0 .2 - 0 .2 5
0 .2 5 - 0 . 3
0 . 3 - 0 . 3 5
0 . 3 5 - 0 .4
0 .4 - 0 .4 5
0 .4 5 - 0 . 5
> 0 . 5
Average TP (mg/L)
A v e r
a g e N u m b e r o f D a y s P e r Y
e a r
8/2/2019 Kk 1 Fact Sheet
http://slidepdf.com/reader/full/kk-1-fact-sheet 16/24
Kinnickinnic River @ Lyons Park Creek (RI 831)
0
40
80
120
160
200
240
280
320
360
400
0 -2 5
2 5 - 5 0
5 0 -7 5
7 5 -1 0 0
1 0 0 -1 2 5
1 2 5 -1 5 0
1 5 0 -1 7 5
1 7 5 -2 0 0
> 2 0 0
Average TSS (mg/L)
A v e r a g e
N u m b e r o f D a y s P e r Y e a r
8/2/2019 Kk 1 Fact Sheet
http://slidepdf.com/reader/full/kk-1-fact-sheet 17/24
8/2/2019 Kk 1 Fact Sheet
http://slidepdf.com/reader/full/kk-1-fact-sheet 18/24
8/2/2019 Kk 1 Fact Sheet
http://slidepdf.com/reader/full/kk-1-fact-sheet 19/24
8/2/2019 Kk 1 Fact Sheet
http://slidepdf.com/reader/full/kk-1-fact-sheet 20/24
8/2/2019 Kk 1 Fact Sheet
http://slidepdf.com/reader/full/kk-1-fact-sheet 21/24
1
10
100
0 10 20 30 40 50 60 70 80 90 100
Flow Duration Interval (%)
C
o n c e n t r a
t i o n ( m
g / L )
Flow Conditions Regulatory Standard- Special Variance (2 mg/L) Box & Whiskers
Lyons Park Creek – Reach 831Dissolved Oxygen
Modeled Flow Data
Dry
C ond iti ons
Low
Flows
M id - range
Flows
H i g hF lows
Moist C ond iti ons
8/2/2019 Kk 1 Fact Sheet
http://slidepdf.com/reader/full/kk-1-fact-sheet 22/24
1.E+00
1.E+01
1.E+02
1.E+03
1.E+04
1.E+05
0 10 20 30 40 50 60 70 80 90 100
Flow Duration Interval (%)
C
o n c e n t r a t i o
n ( c
f u / 1 0 0 m L )
Flow Conditions Regulatory Standard- Special Variance (2,000 cfu/100 mL) Box & Whiskers
Lyons Park Creek – Reach 831Fecal Coliform
Modeled Flow Data
Dry
Conditi ons
Low
F low s
M i d -rangeF lows
Hig h
F lows
Moist
C onditi ons
8/2/2019 Kk 1 Fact Sheet
http://slidepdf.com/reader/full/kk-1-fact-sheet 23/24
0.01
0.10
1.00
0 10 20 30 40 50 60 70 80 90 100
Flow Duration Interval (%)
C
o n c e n t r a
t i o n ( m
g / L )
Flow Conditions Planning Standard (0.1 mg/L) Box & Whiskers
Lyons Park Creek – Reach 831Total Phosphorus
Modeled Flow Data
Dry
C ond iti ons
Low
F lows
M id -rangeF lows
Hig hF lows
Moist C ond iti ons
8/2/2019 Kk 1 Fact Sheet
http://slidepdf.com/reader/full/kk-1-fact-sheet 24/24
1
10
100
1000
0 10 20 30 40 50 60 70 80 90 100
Flow Duration Interval (%)
C
o n c e n t r a
t i o n ( m
g / L )
Flow Conditions Reference Concentration (17.2 mg/L) Box & Whiskers
Lyons Park Creek – Reach 831Total Suspended Solids
Modeled Flow Data
Dry
C ond iti ons
Low
F lows
M id -rangeF lows
Hig hF lows
Moist C ond iti ons