kk 8 fact sheet

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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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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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


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


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


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

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