kk 4 fact sheet

8/2/2019 Kk 4 Fact Sheet

http://slidepdf.com/reader/full/kk-4-fact-sheet 1/24



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



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



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


COMBINED SEWER AREA

0 2,200 4,4001,100

Feet

Watersheds

Subwatersheds

Water

Combined Sewer ServiceArea

Waterbodies

Routing Reach Tributary Area

Civil Divisions



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


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



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


0 825 1,650412.5

Feet

LEGEND Assessment Points

CSO

SSO

NonContact Cooling Water

Routing Reach TributaryArea

Watershed

Water

Waterbodies

CivilDivision



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


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



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



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.



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 )



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



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




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




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)





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)




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



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

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



0.01

0.10

1.00

0 10 20 30 40 50 60 70 80 90 100


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



1

10

100

1000

0 10 20 30 40 50 60 70 80 90 100


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

kk 4 fact sheet

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