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8/2/2019 Kk 3 Fact Sheet
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8/2/2019 Kk 3 Fact Sheet
2/24
Assessment Point: KK-3
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-3 is also represented by:
o Reach 710o RI-710o Kinnickinnic River Upstream of Confluence with 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-3WATERSHED RESTORATION PLANKINNICKINNIC RIVER WATERSHEDSeptember 24, 2008
KK-3
ForestH
omeAv
e
BeloitAv
e
LincolnAve
Oklahoma Ave
MorganAve
LincolnAve
Cleveland A
Oklahoma
Morgan Av
60th
St
43rd
St
35th
St
20th
St
60th
St
27th
St
35th
St
20th
St
0 675 1,350337.5
Feet
LEGENDAssessment Points
CSO
SSO
NonContact Cooling Water
Routing Reach TributaryArea
Watershed
Water
Waterbodies
CivilDivision
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Land Use Map : KK-3WATERSHED RESTORATION PLANKINNICKINNIC RIVER WATERSHEDSeptember 24, 2008
KK-3
ForestH
omeAv
e
BeloitAv
e
Oklahoma Ave
MorganAve
LincolnAve
Cleveland A
Oklahoma
Morgan Av
60th
St
43rd
St
35th
St
20th
St
27th
St
35th
St
20th
St
0 690 1,380345
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
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
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Figure Overall Project
Team Assessment
Analysis
Dissolved oxygenby flow
Good During low flows and dry conditions, dissolved oxygen concentrations are lower relative to other flow conditions. This islikely due to a lack of water agitation (which would allow greater diffusion of oxygen into the water) and hightemperatures (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 all of the time. During these low flows 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 periodically exceed the 0.1 mg/l planning guideline under moist conditions as well. The
similarities between the phosphorus and suspended solids data suggest that the phosphorus may be associated with
suspended sediment.
Suspended solids
by flow
Good Suspended solids concentrations increase with increased flows. This suggests a prevalence of non-point sources. Nearlyall 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 thissite compared to sites that are situated downstream of natural reaches that experience these activities.
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Reach Location Richards Baker Flashiness Index
710
Kinnickinnic River Upstream of
Confluence with Wilson Park Creek 0.93
Flashiness index
Average Daily Flows
Kinnickinnic River Upstream of Confluence with Wilson Park Creek (710)
0
50
100
150
200
250
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
AVERAGEDAILYFLOW(
CFS)
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Existing Water Quality Data
AssessmentPoint
Water QualityIndicator
Statistic Condition
Existing
Mean (cells per 100 ml) 5,373Fecal Coliform Bacteria(annual)
Percent compliance with single sample
standard (
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Kinnickinnic River Upstream of Confluence with Wilson Park Creek (RI 710)
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)
AverageNum
berofDaysPerYear
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Kinnickinnic River Upstream of Confluence with Wilson Park Creek Creek (RI 710)
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)
Avera
geNumberofDaysPerYe
ar
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Kinnickinnic River Upstream of Confluence with Wilson Park Creek (RI 710)
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)
Averag
eNumberofDaysPerYea
r
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Kinnickinnic River Upstream of Confluence with Wilson Park Creek (RI 710)
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)
Averag
eNumberofDaysPerYea
r
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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- Special Variance (2 mg/L) Box & Whiskers
Kinnickinnic River Upstream of Confluence with Wilson Park Creek Reach 710Dissolved 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- Special Variance (2,000 cfu/100 mL) Box & Whiskers
Kinnickinnic River Upstream of Confluence with Wilson Park Creek Reach 710Fecal 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
Kinnickinnic River Upstream of Confluence with Wilson Park Creek Reach 710Total Phosphorus
Modeled Flow Data
Dry
Conditions
Low
Flows
Mid-rangeFlows
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
oncentra
tion(
mg/L)
Flow Conditions Reference Concentration (17.2 mg/L) Box & Whiskers
Kinnickinnic River Upstream of Confluence with Wilson Park Creek Reach 710Total Suspended Solids
Modeled Flow Data
Dry
Conditions
Low
Flows
Mid-rangeFlows
HighFlows
MoistConditions