Kk 6 Fact Sheet

8/2/2019 Kk 6 Fact Sheet

1/24


2/24

Assessment Point: KK-6

The following data are excerpts from multiple reports. While the same location in theKinnickinnic watershed is represented, the assessment point IDs differ. Throughout thefollowing data, Assessment Point KK-6 is also represented by:

o Reach 820

o RI-820

o Villa Mann Creek


3/24

LEGEND

KK WATERSHEDWATERSHED RESTORATION PLANKINNICKINNIC RIVER WATERSHEDSeptember 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 S T . F R A N C I S


C 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 i lla ge o f W E ST MILW AUK E E

KINNICKINNIC RIVER

SOUTH 43RD STREET DITCH

LYONS PARK CREEK

WILSON PARK CREEK

WILSON PARK CREEKHOLMESAVENUE 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

Linco ln Av e

Cle v elan d Av e

Okla homa Ave

Mo rg a n Ave

Bu rn h am S t

N a t i o n a

l A v e

Lin c oln A ve

Clev ela nd Av e

Ok lah o ma A ve

Morg an A v e

Burn h am S t

Ho ward Ave

Bo liv ar Ave

Lay ton A v e

Edg erton Ave

Gran g e Ave

Lay ton Av e

Gran ge Av 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

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


4/24

LEGEND

Aerial MapWATERSHED RESTORATION PLANKINNICKINNIC RIVER WATERSHEDSeptember 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

Lincoln Ave

Cleve landA ve

Oklahom aAv e

Mor gan Av e

Burnh a mSt

N a t i o n a l

A v e

Linc oln A ve

Clev eland Ave

Oklaho maA v e

Morgan Ave

Burnh amS t

Howa rd Av e

Bo livar A ve

Layt on Av e

Edgert o nAv e

Gran g eAve

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

P e n n s y

l v a n n

i a 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


5/24

LEGEND

KK WatershedModel Reach Tributary AreaWATERSHED RESTORATION PLANKINNICKINNIC 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 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 ill ag e 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

Clevel and Av e

Oklahoma A ve

Morg an Av e

Burnh a mSt

N a t i o n a l

A v e

Lincoln Av e

Cle velan d Ave

Oklahoma Ave

Morga n Ave

Burnham St

Howa rd Ave

Bolivar Ave

Layton Ave

Edger ton Av e

Grange A v e

Layto n Ave

Grang e 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

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


6/24

Assessment Point Map : KK-6WATERSHED RESTORATION PLANKINNICKINNIC RIVER WATERSHEDSeptember 24, 2008

KK-6

B oliva r A v e

La y to n A v e

Ed g erto n A v e

G ran g e A ve

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

0 670 1,340335

Feet

LEGEND Assessment Points

CSO

SSO

NonContact Cooling Water

Routing Reach TributaryArea

Watershed

Water

Waterbodies

CivilDivision


7/24

Land Use Map : KK-6WATERSHED RESTORATION PLANKINNICKINNIC RIVER WATERSHEDSeptember 24, 2008

KK-6

B oliva r A v e

La y to n A v e

Ed g erto n A v e

G ran g e A ve

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

0 670 1,340335

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


8/24

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 (estimatedbackground 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 indexranges from 0 - 2, with 0 being constant flow) indicator only

Kinnickinnic River Standards/Targets

Fecal Coliform


9/24


10/24

Figure Overall Project

Team AssessmentAnalysis

Dissolved oxygenby flow Moderate During mid to low flows, dissolved oxygen concentrations decline more relative to the other flow conditions. The declineat the lowest flow is likely related to a lack of water agitation (which would allow greater diffusion of oxygen into thewater) and high temperatures (low flow conditions are often associated with summer which has higher temperatures andlower oxygen solubility).

Fecal coliform byflow

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. Note that during any period with the highestflows, fecal coliform counts exceed the regulatory standard. During low flows and dry conditions, the standard is metnearly 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 byflow

Moderate Phosphorus concentrations are greatest at high flows. This suggests that the sources are primarily non-point sourcepollution. Concentrations exceed the 0.1 mg/l planning guideline over 50% of the time at the highest flows and over 25%of the time under moist conditions.

Suspended solidsby flow

Good Suspended solids concentrations increase with increased flows. This suggests a prevalence of non-point sources. All of theinstances when the concentration exceeds the reference condition occur at the high flow condition. These conditions mostoften occur following large storms or major snow-melt events. The suspended solids may come from runoff that carries asediment 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 tosites that are situated downstream of natural reaches that experience these activities.


11/24

Reach Location Richards Baker Flashiness Index820 Villa Mann Creek 1.01

Flashiness index

Average Daily Flows

Villa Mann Creek (820)

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 )


12/24


13/24

Kinnickinnic River @ Villa Mann Creek (RI 820)

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


14/24


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


15/24


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)

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


16/24


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


17/24


18/24


19/24


20/24


21/24

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

Villa Mann Creek Reach 820Dissolved Oxygen

Modeled Flow Data

Dry C o nd iti on s

Lo w F lo ws

M id -ra ngeF lo ws

Hig hF lo ws

Moist C on d iti ons


22/24

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

Villa Mann Creek Reach 820Fecal Coliform

Modeled Flow Data

Dry C on diti ons

Low F lows

Mid -ra n geF lows

Hig hF lows

Mo ist C on diti ons


23/24

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

Villa Mann Creek Reach 820Total Phosphorus

Modeled Flow Data

Dry C o nd iti on s

Lo w F lo ws

M id -ra ngeF lo ws

Hig hF lo ws


0.0090


24/24

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

Villa Mann Creek Reach 820Total Suspended Solids

Modeled Flow Data

Dry C o nd iti on s

Lo w F lo ws

M id -ra ngeF lo ws

Hig hF lo ws


Kk 6 Fact Sheet

Documents

Transcript of Kk 6 Fact Sheet