Kk 1 Fact Sheet

8/2/2019 Kk 1 Fact Sheet

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



Assessment Point: KK-1

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-1 is also represented by:

o Reach 831

o RI-831

o Lyons Park 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-1WATERSHED RESTORATION PLANKINNICKINNIC RIVER WATERSHEDSeptember 24, 2008

KK-1

F o r e

s t H o m

e A v

e

Cle veland A ve

Oklahoma A ve

Morgan A ve

6 0 t h

S t

4 3 r d

S t

0 700 1,400350

Feet

LEGEND Assessment Points

CSO

SSO

NonContact Cooling Water

Routing Reach TributaryArea

Watershed

Water

Waterbodies

CivilDivision



Land Use Map : KK-1WATERSHED RESTORATION PLANKINNICKINNIC RIVER WATERSHEDSeptember 24, 2008

KK-1

F o r e s t H

o m e A v

e

Cle veland A ve

Oklahoma A ve

Morgan A ve

6 0 t h

S t

4 3 r d

S t

0 700 1,400350

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

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



Figure Overall Project

Team Assessment

Analysis

Dissolved oxygenby flow

Good During mid-range to low flows, dissolved oxygen concentrations are lower than in the other flow conditions. This islikely due to a lack of water agitation (which would allow greater diffusion of oxygen into the water) and high

temperatures (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 consistently. During these low flows would be the safest time for recreational

uses (most likely wading).

Phosphorus by

flow

Good to Moderate Concentrations are greatest at high flows, with concentrations exceeding the 0.1 mg/l planning guideline less than 50% of

the time during the highest flows. This suggests that the inputs are primarily non-point source pollution.

Suspended solids

by flow

Good Suspended solids concentrations increase with increased flows. This suggests a prevalence of non-point sources. All 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 this site

compared to sites that are situated downstream of natural reaches that experience these activities.



Reach Location Richards Baker Flashiness Index

831 Lyons Park Creek 1.01

Flashiness index

Average Daily Flows

Lyons Park Creek (831)

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) 5,659KK-1Lyons Park Creek

Fecal Coliform Bacteria(annual)

Percent compliance with single sample

standard (<2,000 cells per 100 ml)d

80

Geometric mean (cells per 100 ml) 492

Days of compliance with geometric mean


296

Mean (cells per 100 ml) 2,660Fecal Coliform Bacteria

(May-September: 153days total)

Percent compliance with single sample


90

Geometric mean (cells per 100 ml) 361

Days of compliance with geometric mean


150

Dissolved Oxygen Mean (mg/l) 6.6

Median (mg/l) 6.3

Percent compliance with dissolvedoxygen standard (>2 mg/l)d

100

Total Phosphorus Mean (mg/l) 0.052

Median (mg/l) 0.031

Percent compliance with recommendedphosphorus standard (0.1 mg/l)

88

Total Nitrogen Mean (mg/l) 0.66

Median (mg/l) 0.67

Total Suspended Solids Mean (mg/l) 8.5

Median (mg/l) 5.0

Copper Mean (mg/l) 0.0036

Median (mg/l) 0.0013



Kinnickinnic River @ Lyons Park Creek (RI 831)

0

40

80

120

160

200

240

280

320

360

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



Kinnickinnic River @ Lyons park Creek (RI 831)

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

Average TP (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 -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



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- Special Variance (2 mg/L) Box & Whiskers

Lyons Park Creek – Reach 831Dissolved Oxygen

Modeled Flow Data

Dry

C ond iti ons

Low

Flows

M id - range

Flows

H i g 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- Special Variance (2,000 cfu/100 mL) Box & Whiskers

Lyons Park Creek – Reach 831Fecal Coliform

Modeled Flow Data

Dry

Conditi ons

Low

F low s

M i d -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

Lyons Park Creek – Reach 831Total 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

Lyons Park Creek – Reach 831Total 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 1 Fact Sheet

Documents

Transcript of Kk 1 Fact Sheet