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8/2/2019 Kk 4 Fact Sheet
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8/2/2019 Kk 4 Fact Sheet
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Assessment Point: KK-4
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-4 is also represented by:
o Reach 828
o RI-828
o Wilson Park Creek Upstream of Holmes Avenue Creek
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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
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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
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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
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Assessment Point Map : KK-4WATERSHED RESTORATION PLANKINNICKINNIC RIVER WATERSHEDSeptember 24, 2008
KK-4La yton A ve
Grange A ve
6 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
0 825 1,650412.5
Feet
LEGEND Assessment Points
CSO
SSO
NonContact Cooling Water
Routing Reach TributaryArea
Watershed
Water
Waterbodies
CivilDivision
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Land Use Map : KK-4WATERSHED RESTORATION PLANKINNICKINNIC RIVER WATERSHEDSeptember 24, 2008
KK-4La yton A ve
Grange A ve
6 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
0 840 1,680420
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
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Constituent Measure Standard/Target
Geometric Mean Standard 200 counts/100 ml
Not to Exceed Standard 400 counts/100 ml
Dissolved Oxygen (DO) Minimum Concentration Standard 5 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 Standards/Targets
Fecal Coliform
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Figure Overall Project
Team Assessment
Analysis
Dissolved oxygenby flow
Good to Moderate Dissolved oxygen concentrations are relatively consistent throughout all flow conditions. At the highest flows, thereappears to be a slight increase in oxygen concentrations, perhaps due to increased water agitation (which would allow
greater diffusion of oxygen into the water).
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 regulatory standard. During low flows and dry
conditions, the standard is met approximately 75% of the time. This would be the safest time for recreational uses
(boating, wading, swimming), although the amount of water in the stream may limit recreational use to wading.
Phosphorus by
flow
Moderate Phosphorus concentrations are highest at high flows. This suggests the prevalence of non-point loads of phosphorus.
However, concentrations exceed the 0.1 mg/l planning guideline during mid-range flows more decisively than at high
flows. This suggests that phosphorus loading in the waterway is not limited to non-point sources.
Suspended solids
by flow
Good Suspended solids concentrations increase with increased flows. This suggests a prevalence of non-point sources. 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.
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Reach Location Richards Baker Flashiness Index
828
Wilson Park Creek Upstream of
Holmes Avenue Creek 0.56
Flashiness index
Average Daily Flows
Wilson Park Creek Upstream of Holmes Avenue Creek (828)
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 )
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Existing Water Quality Data
AssessmentPoint
Water QualityIndicator
Statistic Condition
Existing
Mean (cells per 100 ml) 3,897Fecal Coliform Bacteria(annual)
Percent compliance with single samplestandard (<400 cells per 100 ml)
52
KK-4Wilson CreekUpstream of
Holmes AvenueCreek Geometric mean (cells per 100 ml) 609
Days of compliance with geometric meanstandard (<200 cells per 100 ml)
54
Mean (cells per 100 ml) 2,179Fecal Coliform Bacteria
(May-September: 153days total) Percent compliance with single samplestandard (<400 cells per 100 ml)
67
Geometric mean (cells per 100 ml) 313
Days of compliance with geometric meanstandard (<200 cells per 100 ml)
36
Dissolved Oxygen Mean (mg/l) 7.5
Median (mg/l) 7.3
Percent compliance with dissolvedoxygen standard (>5 mg/l)
100
Total Phosphorus Mean (mg/l) 0.144
Median (mg/l) 0.04
Percent compliance with recommendedphosphorus standard (0.1 mg/l)
81
Total Nitrogen Mean (mg/l) 1.12
Median (mg/l) 0.5
Total Suspended Solids Mean (mg/l) 20.1
Median (mg/l) 6.5
Copper Mean (mg/l) 0.0041
Median (mg/l) 0.0019
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Kinnickinnic River @ Wison Park Creek Upstream of Holmes Avenue Creek (RI 828)
0
40
80
120
160
200
240
280
320
360
400
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
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Kinnickinnic River @ Wison Park Creek Upstream of Holmes Avenue Creek (RI 828)
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
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Kinnickinnic River @ Wison Park Creek Upstream of Holmes Avenue Creek (RI 828)
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
AverageTP (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
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Kinnickinnic River @ Wison Park Creek Upstream of Holmes Avenue Creek (RI 828)
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
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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 (5 mg/L) Box & Whiskers
Wilson Park Creek Upstream of Holmes Avenue Creek – Reach 828Dissolved Oxygen
Modeled Flow Data
Dry
C ond iti ons
Low
F lows
M id -rangeF lows
Hig hF lows
Moist C ond iti ons
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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 (400 cfu/100 mL) Box & Whiskers
Wilson Park Creek Upstream of Holmes Avenue Creek – Reach 828Fecal Coliform
Modeled Flow Data
Dry
C onditi ons
Low
F lows
Mid -rangeF lows
Hig h
F lows
Moist
C onditi ons
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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
Wilson Park Creek Upstream of Holmes Avenue Creek – Reach 828Total Phosphorus
Modeled Flow Data
Dry
C ond iti ons
Low
F lows
M id -rangeF lows
Hig hF lows
Moist C ond iti ons
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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
Wilson Park Creek Upstream of Holmes Avenue Creek – Reach 828Total 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