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8/2/2019 Kk 8 Fact Sheet
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8/2/2019 Kk 8 Fact Sheet
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Assessment Point: KK-8
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-8 is also represented by:
o Reach 818o RI-818o Wilson Park 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
City o f
G REE NFIE L DCi ty o f
G REENFI EL 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
Villageof
WESTMILWAUKEE
KINNICKINNIC RIVER
SOUTH 43RD STREET DITCH
LYONS PARK CREEK
WILSON PARK CREEK
WILSON PARK CREEK
HOLMESAVENUE CREEK
VILLAMANN CREEK
CHEROKEE PARK CREEK
Forest
Hom
eAve
Forest
Hom
eAv
e
BeloitAv
e
Lincoln Ave
Cleveland Ave
OklahomaAve
Morgan Ave
Burnham S t
Nation
alAve
Lincoln Ave
Cleveland Ave
Oklahoma Ave
Morg an Ave
Burnham S t
Howard Ave
Bolivar Ave
Lay ton Ave
EdgertonAve
Grange Ave
Lay ton Ave
Grange Ave
60thSt
43rdSt
27thSt
35thSt
20thSt
6thSt
13thSt
ChaseAve
Clem
entAve
60thSt
43rdSt
27thSt
35thSt
20thSt
13thSt
27thSt
35thSt
20thSt
6thSt
13thSt
HowellAve
PennsylvanniaAve
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
ForestHom
eAv
e
ForestHo
meAv
e
BeloitAv
e
LincolnAve
ClevelandAve
OklahomaAv e
Morgan Ave
BurnhamSt
Nation
alAve
Lincoln Ave
Cleveland Ave
OklahomaAve
Morgan Ave
BurnhamS t
Howard Ave
BolivarAve
Layton Ave
EdgertonAve
GrangeAve
LaytonAve
Grange Ave
60thSt
43rdSt
27thSt
35thSt
20thSt
6thSt
13thSt
ChaseAve
ClementAve
60thSt
43rdSt
27thSt
35thSt
20thSt
13thSt
27thSt
35thSt
20thSt
6thSt
13thSt
HowellAve
PennsylvanniaAve
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
Cit y o f
G REENFI EL DCit y o f
G REENFI EL 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 ofHALES CORNERS
Village ofGREENDALE
Village of
WESTMILWAUKEE
Forest
HomeA
ve
Forest
HomeA
ve
BeloitAv
e
LincolnAve
Cleveland Ave
Oklahoma Ave
Morgan Ave
BurnhamSt
Nation
al Ave
Lincoln Ave
Cleveland Ave
OklahomaAve
Morgan Ave
Burnham St
Howard Ave
Bolivar Ave
Layton Ave
Edger ton Ave
Grange Ave
Layton Ave
Grange Ave
60thSt
43rdSt
27thSt
35thSt
20thSt
6thSt
13thSt
ChaseAve
ClementAve
60thSt
43rdSt
27thSt
35thSt
20thSt
13thSt
27thSt
35thSt
20thSt
6thSt
13thSt
HowellAve
PennsylvanniaAve
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-8WATERSHED RESTORATION PLANKINNICKINNIC RIVER WATERSHEDSeptember 24, 2008
KK-8Fo
rest
Hom
eAv
e
Oklahoma Ave
43rdSt
27thSt
35thSt
20thSt
6thSt
13thSt
ChaseAve
ClementAve
St
t S
tS
t
St
0 800 1,600400
Feet
LEGENDAssessment Points
CSO
SSO
NonContact Cooling Water
Routing Reach TributaryArea
Watershed
Water
Waterbodies
CivilDivision
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Land Use Map : KK-8WATERSHED RESTORATION PLANKINNICKINNIC RIVER WATERSHEDSeptember 24, 2008
KK-8Fo
rest
Hom
eAv
e
Oklahoma Ave
43rdSt
27thSt
35thSt
20thSt
6thSt
13thSt
ChaseAve
ClementAve
St
t S
tS
t
St
0 770 1,540385
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 WaterWatersheds
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 During low flows, the median concentration is lower relative to moist conditions. This is likely due to a combination ofwater agitation which allows greater diffusion of oxygen into the water (or lack thereof at low flows) and temperatures(low flow conditions are often associated with summer which has higher temperatures and lower oxygen solubility).
Fecal coliform by
flow
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 moist conditions, fecal
coliform counts exceed the standard 75% of the time. During low flows, the standard is met over 75% of the time.
During these low flows would be the safest time for recreational uses (boating, wading, swimming).
Phosphorus by
flow
Moderate Concentrations are greatest at high flows, with concentrations exceeding the 0.1 mg/l planning guideline nearly 75% ofthe time at the highest flows. This suggests that phosphorus inputs are primarily from non-point sources.
Suspended solids
by flow
Good Suspended solids concentrations increase with increased flows. This suggests a prevalence of non-point sources. Theconcentrations exceed the reference condition predominantly during 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.
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Reach Location Richards Baker Flashiness Index
818 Wilson Park Creek (USGS Gauge) 0.81
Flashiness index
Average Daily Flows
Wilson Park Creek (USGS Gauge) (818)
0
50
100
150
200
250
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
AVERAGE
DAILYFLOW(
CFS)
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Existing Water Quality Data
AssessmentPoint
Water QualityIndicator
Statistic Condition
Existing
Mean (cells per 100 ml) 5,124Fecal Coliform Bacteria(annual)
Percent compliance with single samplestandard (
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Kinnickinnic River @ Wilson Park Creek, USGS Gage (RI 818)
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
9-10
>10
Average DO (mg/L)
AverageN
umberofDaysPerYear
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Kinnickinnic River @ Wilson park Creek, USGS Gage (RI 818)
0
40
80
120
160
200
240
280
320
360
400
0-400
400-600
600-1000
1000-2000
2000-3000
3000-4000
4000-5000
>5000
Average Fecal Coliform (#/100ml)
AverageNumberofDaysPerYear
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Kinnickinnic River @ Wilson Park Creek, USGS Gage (RI 818)
0
40
80
120
160
200
240
280
320
360
400
0-0.05
0.05-0.1
0.1-0.15
0.15-0.2
0.2-0.25
0.25-0.3
0.3-0.35
0.35-0.4
0.4-0.45
0.45-0.5
>0.5
AverageTP (mg/L)
AverageNumberofDaysPerYear
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Kinnickinnic River @ Wilson Park Creek, USGS Gage (RI 818)
0
40
80
120
160
200
240
280
320
360
400
0-25
25-50
50-75
75-100
100-125
125-150
150-175
175-200
>200
Average TSS (mg/L)
AverageN
umberofDaysPerYear
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1
10
100
0 10 20 30 40 50 60 70 80 90 100
Flow Duration Interval (%)
C
oncentra
tion(
mg/L)
Flow Conditions Regulatory Standard (5 mg/L) Box & Whiskers
Wilson Park Creek (USGS Gage) Reach 818Dissolved Oxygen
Modeled Flow Data
Dry
Conditions
Low
Flows
Mid-range
Flows
HighFlows
MoistConditions
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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
oncentratio
n(
cfu/100mL)
Flow Conditions Regulatory Standard (400 cfu/100 mL) Box & Whiskers
Wilson Park Creek (USGS Gage) Reach 818Fecal Coliform
Modeled Flow Data
Dry
Conditions
Low
Flows
Mid-rangeFlows
High
Flows
Moist
Conditions
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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
oncentra
tion(
mg/L)
Flow Conditions Planning Standard (0.1 mg/L) Box & Whiskers
Wilson Park Creek (USGS Gage) Reach 818Total Phosphorus
Modeled Flow Data
Dry
Conditions
Low
Flows
Mid-range
Flows
HighFlows
MoistConditions
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1
10
100
1000
0 10 20 30 40 50 60 70 80 90 100
Flow Duration Interval (%)
C
oncentration
(mg/L)
Flow Conditions Reference Concentration (17.2 mg/L) Box & Whiskers
Wilson Park Creek (USGS Gage) Reach 818Total Suspended Solids
Modeled Flow Data
Dry
Conditions
Low
Flows
Mid-range
Flows
HighFlows
MoistConditions