10. location-specific information - michigan · 10.3. flint – bay region/davidson tsc flint is...

10. Location-Specific Information 10.1. Overview This chapter describes in detail by communities the status of the IDEP investigations the five Phase I communities that are monitored under the current permit. Each section will discuss the location of the investigations, the number of confirmed outfalls, specific information regarding each illicit discharge on connection found, and the status of the field investigations. Maps and further IDEP information can be found in Appendix E. This chapter is organized as follows:

• Section 10.2. describes location-specifics for Ann Arbor • Section 10.3. describes location-specifics for Flint • Section 10.4. describes location-specifics for Grand Rapids • Section 10.5. describes location-specifics for Sterling Heights • Section 10.6. describes location-specifics for Warren

10.2. City of Ann Arbor – University Region/Brighton TSC Ann Arbor is located in the Southeastern portion of Michigan’s Lower Peninsula, west of Detroit in Washtenaw County. Within Ann Arbor run I-94, I-94 B/C, M-14, and Parts of U.S. 23. These MDOT roads are managed by the Jackson Regional office and serviced by the Bright TSC. Figure 10-1 represents the 45 confirmed outfalls located along these routes. Out of these confirmed outfalls, only one illicit connection was found. This illicit connection was located on U.S. Highway 23 with an ID number of 81072-05-A000N and the owner was the University of Michigan. The University of Michigan was notified of the illicit connections and has since removed it. No illicit discharges were found in Ann Arbor. In Ann Arbor, 100% of the fieldwork has been completed. The Metropolitan Planning Organization (MPO) that the MDOT coordinates events with in Ann Arbor is the Southeast Michigan Council of Governments (SEMCOG).

Michigan Department of Transportation 7/1/01 – 6/30/02 Annual Report October 1, 2002

10-1

Contact information for the local community regarding storm water issues and concerns are included in Table 10-1.

Table 10-1 Contact Information for Ann Arbor

Name Organization Phone Email Peter Ollila MDOT Storm Water

Program Coordinator (517) 373-1908 [email protected]

Bob Batt MDOT University Region Storm Water Coordinator

(517) 750-0410 [email protected]

Craig Hupy City of Ann Arbor (734) 994-1760 [email protected] Malama Chock University of Michigan (734) 936-1920 [email protected] Laura Rubin Huron River Watershed

Council (734) 769-5123 [email protected]

Joan Riley Ann Arbor Public Schools N/A N/A Harry Sheehan Washtenaw Country Drain

Commissioner’s Office (734) 994-2525 [email protected]


10-2

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Ford Lake

Fleming Creek

Second Sister Lake

First Sister Lake Snidecar Drain

Huron River

Barton Pond

Honey Creek

S US 23

N U

S 2 3

State

Geddes

Wagner

Miller

Packard

Prospect

Huron

7th

Plymouth

Liberty

Main

Washtenaw

Hill

Ford

Cross

Dixboro

P latt

E M 14

Stadium

W M 14

Ellsworth

Michigan

Cherry Hill

Maple

Forest

Hew

itt

Green

Grove

Pont

iac

Huron River

Scio Church

Nixon

Glacier

Dexter

Golfside

Carpenter

New

por t

5 th

Waters

Jackson

Oak

Val

ley

Holmes

Fuller

4th

Pauline

Ann A

rbor S

aline

Clark

Leforge

Earhart

Congress

Ham

ilton

Superior

Industrial

Eisenhower

Barton

Arlington

1st

Di v

isio

n

River

Lohr

Whitm

ore Lak e

Mansf ield

Cornell H

arris

Stone Scho ol

Harriet E US 12

Hogback

Beakers

Brooks

A shl

ey

Summ

it

Dexter Ann Arbor

E M 153

Maus

Lowell

Glen

Sunset

Maiden

Spring Factory

Lamay

Maple/E M 14

College

Huron River

Huron River

Maple

Main

W M

14

Harris

Ellsworth

Ford

Maple

E M 14

Huron

Geddes

Summit

Huron

Clark

Earhart

Ford

Huron River

Swif t D

rain

Barton Pon

d

Barton Lake

Fowler Creek

Hon ey Cre

ek

Fow

ler D

rain

Fleming Creek

H uron River

Honey C

reek

H uron River

Huron River

Huron River

Huron River

Huro

n R

iver

Huro

n River

Huron River

Huron River

Hu ron Rive

r

Flem ing Creek

Huron River

Huron River

Flem

ing

C

reek

Huro

n Rive

r

Huron R iver

F leming Creek

Huron River

Huron River

Huron Riv

er

Huron River

83°48'0"W

83°48'0"W

83°45'0"W

83°45'0"W

83°42'0"W

83°42'0"W

83°39'0"W

83°39'0"W

83°36'0"W

83°36'0"W

42°1

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42°1

5'0"

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42°1

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FIGURE

TETRA TECH MPS 10-1MICHIGAN DEPARTMENT OF TRANSPORTATION

CITY OF ANN ARBORFACILITY MAP

J. BRESCOL 09/30/02

[

LOCATOR MAP

LEGENDRoad/StreetWaterbodyRailroadMunicipal Boundary

[_ MDOT Outfall

MDOT Trunkline

1 inch equals 0.8 milesMichigan Geographic Framework base map data obtained from the Michigan Center for Geographic Information. Outfall locations obtained with a hand-held GPS unit, accuracy +/- 10 m.·

Outfa ll ID Latitude Lo ngitude

81074-10-A000N -83.687838 42.313852

81074-05-A000N -83.683393 42.253017

81101-20-A000N -83.779141 42.281112

81073-05-A000N -83.74617 42.298851

81101-15-A000N -83.780025 42.279995

81101-10-A000N -83.783991 42.281512

81101-05-A000N -83.793442 42.283697

81073-04-A000N -83.746859 42.294829

81101-07-A000N -83.792595 42.2836

81101-22-A000N -83.774347 42.281453

81101-25-A000N -83.766059 42.281962

81072-05-A000N -83.734059 42.280262

81072-15-A000N -83.727061 42.270779

81062-02-A000N -83.784708 42.271912

81062-04-A000N -83.774394 42.254607

81072-20-A000N -83.72206 42.266962

81072-25-A000N -83.71106 42.258961

81072-30-A000N -83.71106 42.257961

81072-35-A000N -83.70306 42.257961

81072-40-A000N -83.69606 42.255961

81062-06-A000N -83.757826 42.241611

81062-07-A000N -83.738876 42.234911

81062-08-A000N -83.730743 42.236561

81062-09-A000N -83.72026 42.237291

81062-10-A000N -83.718671 42.237739

81062-15-A000N -83.704416 42.233914

81062-20-A000N -83.70427 42.233847

81062-25-A000N -83.704082 42.234367

81062-30-A000N -83.703964 42.234313

81072-10-A000N 83.73118 42.27527

81072-18-A000N -83.724177 42.268229

81072-45-A000N -83.69536 42.255261

81072-50-A000N -83.694877 42.255228

81072-55-A000N -83.693627 42.256378

81072-60-A000N -83.69366 42.256878

81072-16-A000N -83.726694 42.270594

81062-05-A000N -83.759992 42.243461

81101-30-A000N -83.752762 42.281693

81101-35-A000N -83.751956 42.281689

81062-03-A000N -83.779241 42.258184

81105-12-A000N -83.754945 42.298445

81105-14-A000N -83.75055 42.298843

81105-03-A000N -83.791302 42.294584

81105-02-A000N -83.79132 42.29514

81105-01-A000N -83.791336 42.295705

10.3. Flint – Bay Region/Davidson TSC Flint is located in the Central Eastern portion of Michigan’s Lower Peninsula in Genesee County. The TSC responsible for this area is located in Davison, with the region office located in Saginaw. The MDOT trunklines that are located within Flint’s municipal boundaries are M-54, I-475, I-69, M-21, a short stretch of Beach Street, and a small portion of U.S. 23. There are also 96 confirmed outfalls in Flint as shown in Figure 10-8. Out of these confirmed outfalls. Six illicit connections or discharges have been identified to date. Each of these illicit connections or discharges are described in more detail below including the location, a description of the problem the responsible party, and follow up actions that have been taken. Fieldwork is 84 percent completed in Flint as of September 1, 2002. 25072-00-A000N Location This outfall discharges drainage from M-54 and the City of

Flint into Thread Creek just west of M-54 (see Figure 10-2).

Description of Problem During field investigation, dry weather flow was found

discharging into the MDOT system from a 48-inch pipe belonging to the City of Flint. The pipe connects to the MDOT system just west of the Dort Highway and Atherton Road intersection at point A100N. Sampling showed elevated levels of E. coli.

Responsible Party The City of Flint Follow up Actions Taken The City of Flint was notified on August 23, 2002.

Figure 10-2 Outfall Number 25072-00-A000N in the City of Flint

A100

From City of

Ath

erto

n

Dort Hwy (M-54)

N


10-5

25052-50-A000N Location This outfall is located west of Saginaw Highway on 12th

Street, where the storm sewer system leaves the MDOT right-of-way (as seen in Figure 10-3).

Description of Problem Sampling revealed high E-coli and fluoride values at this

outfall. Further investigation found the illicit connection just east of the outfall at the intersection of Saginaw Highway and 12th Street. In the catch basin at the southwest corner of the intersection a 6-inch line taps into the system.

Responsible Party The source of this tap appears to be Wright's Flint Auto

Collision. Follow up Actions Taken A letter to the landowner is in the process of being drafted.


N


10-6

25052-30-A000N

Location on the southwest side of Saginaw Highway (Figure 10-4).

Description of Problem

at a 4-inch pipe was the only connection to the 8-inch line.

Responsible Party belong to

ollow-up Actions Taken The landowner was sent a letter on September 26, 2002.

This outfall discharges into Thread Creek

High levels of fluoride, total organic compounds, and E-coli were recorded at this outfall. Soapsuds were also present at this site. An unidentified 8-inch line was located in a catch basin at the northeast corner of Saginaw Highway and Barton Drive. Although it appeared that Diamond Cleaners at 2147 Saginaw Highway was taping into this line, the scenario was unable to be confirmed by visual observations. The 8-inch line tapping into the system was televised on December 21, 2001. The results showed th

The illicit connection, therefore, appears toDiamond Cleaners at 2147 Saginaw Highway.

F



10-7

25072-24-A000N

Location ide of Robinson Drain at Dort Highway (see Figure 10-5).


ay. The building is labeled I&K Distributing/H&E Tires.

esponsible Party I&K Distributing/H&E Tires

ollow-up Actions Taken The landowner was sent a letter on September 26, 2002.


This outfall discharges into the south s

Sampling revealed elevated levels of fluoride, total organic carbon, and detergents at the outfall. The pollutants were tracked upstream to a connection on Dort Highway south of Kent Street. The connection is a 12-inch pipe flowing from the southeast and apparently originating from 1945 Dort Highw

R F


10-8

25072-51-A000N

Location

f Flint’s municipal storm water system (see Figure 10-6).


ater when this paved area is frequently used to wash cars.

esponsible Party Burns & Sons Collision Shop

ollow up Actions Taken The City of Flint was notified on November 2, 2001.


The outfall is a 24-inch concrete pipe exiting the MDOT system at the intersection of Dort Highway (M-54) and Woodrow Street, and discharging into the City o

The 24-inch pipe collects drainage along Dort Highway between Delaware and Woodrow Streets and contains intermittent flow. The flow tested positive for detergent, had elevated fluoride, and a low level of hardness. It was concluded that the intermittent flow was coming from the Burns & Sons Collision Shop. On September 18, 2001, it was witnessed that runoff from a paved area used routinely for washing cars (on Burns & Sons Collision property) drains by surface flow to a nearby catch basin that connects into the MDOT stormwater system. There are soap stains on the concrete showing the path of the wash w

R F


10-9

25072-70-A000N

The outfall discharges storm water, collected from Dort


st of the outfall was also present. Testing of water samples from this pipe showed

esponsible Party The suspected source is Environmental Rubber Recycling-

ollow up Actions Taken A letter to the landowner is in the process of being drafted.


Location Highway, off of the MDOT right-of-way (see Figure 10-7).

Dry weather flow was present from the line to the north of the outfall, but exists because of a broken water valve. Flow from the pipe to the we

elevated total organic carbon.

RPrimary Fuels LCC.

F

Dort Hwy

25072-70-A000N

bber Recycling Prinary Fuels LLC 6515 Dort Hwy.

Web

ster

R

Environmental Ru

d

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10-10

During this reporting period, a legal discussion on storm water in Flint and how it pertains to MDOT centered on Act 296 of the 1969 Transfer of Jurisdictional Highways (turnbacks) as it pertains to drainage issues. MDOT looked into the status of previous agreements between MDOT and the new owner of the road/right-of-way after a turnback. MDOT received copies of jurisdictional transfer information to use to determine the impact on NPDES permit coverage area. A specific issue, the turnback of approximately 2-3 miles of Bristol Road in the City of Flint to Genesse Country during this reporting period was monitored by MDOT. The Metropolitan Planning Organization (MPO) that the MDOT coordinates events with in Flint is the Genesee County Metropolitan Planning Commission. Contact information for the local community regarding storm water issues and concerns are included in Table 10-2.

Table 10-2 Contact Information for Flint



Cary Rouse MDOT Bay Region Storm Water Coordinator


Hans Kuhlmann City of Flint (810) 766-7135 Sharon Campbell City of Flint (810) 766-7346 Mike Brown City of Flint (810) 766-7210 Brad Hill City of Flint (810) Richard Hill-Rowley University of Michigan -

Flint (810) 766-6608 [email protected]

Jeff Mansour Flint River Watershed Coalition



10-11

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TETRA TECH MPS 10-8MICHIGAN DEPARTMENT OF TRANSPORTATION

CITY OF FLINTFACILITY MAP

J. BRESCOL 09/30/02

[_[_[_

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[_[_[_[_

[_[_

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[_[_

Kearsley Reservoir

Thread Lake

C S Mott Lake

Flint Park Lake

Seeley Lake

Long Lake

Call Drain

Atlas Millpond

Swartz Creek

Hanover Lake

No Name Lake 4

Shore No Name Lake 1

Cummings Lake

Kearsley Lake

Pirnie Creek

No Name Lake 3

Kearsley Creek

Flint River

Swartz Creek

Kearsley Creek

Cochran Drain

Irish

State

Dort

Lapeer

Linden

Court

BelsayAtherton

Maple

Center

Miller

Genesee

Dye

Davison

PiersonRichfield

Clio

Flushing

Fenton

12th

Corunna

Saginaw

Averill

Beecher

Hill

3rd

Dupont

Lennon

2nd

LeithPasadena

Lippincott

North

Hemphill

Detroit

BallengerTorrey

Home

Van Slyke

Mason

5th

Franklin

Fleming

Sel by

Chevrolet

Stewart

Branch

Flint

Welch

Perry

River

Austin

Hamilton

Judd

Dayton

Covert

Horton

1st

How

e

Mackin

Beach

Jam

es P

Col

e

Carpenter

Wood

Robert T Longway

Mcclellan

Bristol

Mill

Main

Bradley

Term

Western

S US 23

Lewis

Sunset

Jennings

B ray

Clark

Cesa

r Cha

vez

M L King

Grand Trave rse

Kearsley

Crapo

8th

Webster

Ore

n

East

Iron

Industrial

Layton

Ann Arbor

Oakley

Clifford

Andrew

Belsay

Perry

Carpenter

Stewart

Davison

Detroit

Maple

Dupont

Leith

Bristol

Hill

5th2nd

Gilkey Creek

F lint River

Black Creek

Kearsl e y Creek

Thre

ad C

reek

Lobban Drain

Ryant Drain

Mud Creek

Call Drain

Pierson Branch

Pirnie Creek

G ibson Drain

Carman Drain

Swartz Creek

Hartshorn Drain

Powers-cu

llen

Drain

West Br Swartz Creek

Meyers DrainHow

land

Dra

in

Cram

pton Drain

S herwood Drain

Lake Drain

Chipmunk Creek

Branch Of Gilkey Creek

Carpe nter Drain

Phill

ip

s Drain

Hew

itt Dra in

Kearsle y Cre

ek

Kea rs ley Creek

S wartz Creek

Carman Drain

Kears

ley Creek

Thr ead Cre

ek

Flin

t Riv

er

Flint River

Flint River

Flint River

Kears

ley Creek

Swartz Creek

83°48'0"W

83°48'0"W

83°45'0"W

83°45'0"W

83°42'0"W

83°42'0"W

83°39'0"W

83°39'0"W

83°36'0"W

83°36'0"W

83°33'0"W

83°33'0"W

83°30'0"W

83°30'0"W

42°5

7'0"

N

42°5

7'0"

N

43°0

'0"N

43°0

'0"N

43°3

'0"N

43°3

'0"N

[

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[_ MDOT Outfall

MDOT Trunkline


Outfa ll ID Lo ngitude Latitude

25132-00-A000N -83.675374 43.001607

25132-05-A000N -83.677196 43.00339

25132-10-A000N -83.676918 43.003668

25132-12-A000N -83.680457 43.025925

25132-14-A000N -83.678423 43.031523

25132-15-A000N -83.678198 43.031425

25132-20-A000N -83.678585 43.031169

25132-25-A000N -83.677196 43.038948

25132-30-A000N -83.676085 43.040337

25132-35-A000N -83.675807 43.042837

25132-40-A000N -83.67553 43.04367

25132-45-A000N -83.675252 43.044226

25132-50-A000N -83.675252 43.044226

25132-55-A000N -83.673643 43.046627

25132-60-A000N -83.673307 43.047003

25132-65-A000N -83.669941 43.052626

25132-70-A000N -83.676457 43.061177

25085-00-A000N -83.710313 42.99291

25085-05-A000N -83.710293 42.99291

25085-10-A000N -83.710298 42.992927

25085-15-A000N -83.707026 42.997524

25085-20-A000N -83.705625 42.999957

25085-25-A000N -83.703899 43.000307

25085-30-A000N -83.703258 43.000557

25085-35-A000N -83.693842 43.003557

25085-37-A000N -83.681592 43.008891

25084-40-A000N -83.670641 43.011141

25084-45-A000N -83.670307 43.010975

25084-50-A000N -83.669257 43.010991

25091-05-A000N -83.653596 42.998367

25091-10-A000N -83.653622 42.99866

25091-15-A000N -83.653922 42.998825

25091-00-A000N -83.653919 42.998426

25072-20-A000N -83.65444 43.014725

25072-25-A000N -83.655251 43.017836

25072-30-A000N -83.654695 43.02228

25072-35-A000N -83.654323 43.023341

25072-40-A000N -83.655529 43.031725

25072-45-A000N -83.655529 43.033669

25072-50-A000N -83.655529 43.035892

25072-51-A000N -83.656541 43.037176

25072-53-A000N -83.656741 43.040109

25072-55-A000N -83.668241 43.052842

25072-60-A000N -83.668857 43.053309

10.4. Grand Rapids – Grand Region/Grand Rapids TSC The City of Grand Rapids is located in the Central Western portion of Michigan’s Lower Peninsula in Kent County. Traversing the City use US 131, I-96, I-196, M-45, M-16, M-11, and Ottawa Drive. These state roads are managed by the Grand Rapids regional office and services by the Grand Rapids TSC. Out of these outfalls, 96 outfalls were identified in the City of Grand Rapids, as shown in Figure 10-11 only one illicit connection and one suspected illicit discharges were found. These illicit connections/discharges are described in more detail below. To date all outfall have been visited. 41014-70-A000N Location This outfall discharges into a drain south of the intersection

of Leonard St. and Plainfield Ave (see Figure 10-9). Description of Problem The drainage network collects storm water from part of 131

BL and the City of Grand Rapids. Samples taken from the manhole north of the Leonard St. and Plainfield Ave. intersection showed elevated levels of E. Coli and Fluoride.

Responsible Party City of Grand Rapids Follow up Actions Taken The City of Grand Rapids was notified of this illicit

connection.

Plai

nfie

ld

Leonard St.

Drain

Dry

N

B R

BR

Figure 10-9 Outfall Number 41014-70-A000N in the City of Grand Rapids


10-15

41051-52-A000N Location The outfall is located just south of the Leonard St. and M-

44 intersection (see Figure 10-10). Description of Problem The drainage is collected from M-44 and discharged out of

the MDOT right-of-way east of M-44. During the investigation high levels of total orgainic carbons were detected. The apparent source is the carwash of the Amoco gas station/car wash on the corner of Leonard St. and M-44. Wash water from the carwash is draining overland, bypassing a inlet grate, and reaching the storm sewer system.

Responsible Party Amoco carwash Follow up Actions Taken The City of Grand Rapids was notified of this illicit

connection in September 2002.

Figure 10-10 Outfall Number 41051-52-A000N in the City of Grand Rapids

Amoco Gas Station

Leonard St.

M-4

4

N


10-16

Fleet maintenance is also a concern in Grand Rapids, as the only facilities that are located within the five Phase I communities that require a PIPP are in Grand Rapids. During this reporting period, a PIPP dated July 1998 with E.P.A ID Number MIR000020107 was used for the Grand Rapids Maintenance Garage and a PIPP dated March 2002 with E.P.A. ID Number MID 985572924 was used for the Grand Rapids Bridge and Forestry Facility. The Metropolitan Planning Organization (MPO) that the MDOT coordinates events with in Grand Rapids is the Grand Valley Metro Council. Contact information for the local community regarding storm water issues and concerns are included in Table 10-3.

Table 10-3 Local Contact Information for Grand Rapids

Name Organization Phone Email Peter Ollila MDOT Storm Water Program

Coordinator (517) 373-1908 [email protected]

Todd Neiss MDOT Grand Region Storm Water Coordinator


John Schaut City of Grand Rapids (616) 456-4637 [email protected]

Mia Debruyne Robert B. Annis Water Resources Institute at Grand Valley State University



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TETRA TECH MPS10-11

MICHIGAN DEPARTMENT OF TRANSPORTATIONCITY OF GRAND RAPIDS

FACILITY MAPJ. BRESCOL 09/30/02

[_

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[_[_[_ [_[_[_[_[_ [_[_ [_[_[_[_[_ [_[_[_ [_[_[_ [_[_[_

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[_

[_[_

[_ [_ [_[_[_

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[_[_[_

[_

[_[_[_[_[_[_

[_[_[_[_

[_[_[_[_[_[_[_[_[_[_[_

GF

Reeds Lake

Dean Lake

Bailey Lake

Fisk Lake

Chase Lake

Porter Lake

Mid Lake

Lamberton Lake

Church Lake

Batties Lake

Quiggle Lake

Twin Lake

Shadow Lake

Lake Eastbrook

Wood Lake

Emerald Lake

Lake Sanford

Perch Lake

Walden LakeLaraway Lake

East Lake

West Lake

Soft Water Lake

Twin Lakes

Echo Lake

Lamar Lake

Downs Lake

Paradise Lake

Cole Lake

Honey Creek

Hidden Lake

De Young Swamp

Mason Lake

Ball Lake

Lake Saint Jude

Little Plaster Lake

Grand River

Grand River Basin

Sunny Creek

Brandy Wine Creek

Lamberton Creek

Indian Creek

Grand River

Thornapple River

Plaster Creek

28th

44th

Burton

Knapp

Cascade

Leonard

Hall

Pettis Par nell

Full er

Lake

Ada

Division

Paris

Coi t

Eastern

Breton

36th

S U

S 13

1

4 Mile

Alpine

2 Mile

32nd

Walker

3 Mile

29th

Fulton

Mon

roe

Michigan

Prairie

Chicago

Bristol Gra

nd R

iver

Wealthy

Plai

nfie

ld

Madison

Snow

Co vell

Alger

Turn

er

Buchanan

Ho ne y C

re ek

Kalamazoo

Ann

Butterworth

Rive

r

Market

Clyde Park

Ioni a

Franklin

O BrienVergennes

Burlin game

7th

Kraft

Bridge

Beltline

Plymouth

Iv an res t

S pauldi ng

Patterson

Clay

For e st Hil l

Shaffer

6th

Porter

Colle ge

B yro n Cent e r

Lafayet te

Lee

Crahen

Robinson

Boston

Scrib

ner

Mayn ard

Park

Gra

ndvil

le

Ottaw

aLake Michigan

Cherry

Oakleigh

Godfre

y

Broadmoor

N US

131

40th

Jefferson

Lyon

Fron

t

Perkins

Mich ael

Pearl

Thornapp le Riv er

Col

lind a

le

Dea

n La

ke

De H

oop

Roger B C

haffee

Carl

Whitneyville

Buttrick

Bronson

Richmond

John J Oostema

Thor

nhills

Ni xon

Old 28th

Acqu

est

4 Mile

40th

Richmond

Richmond

3 Mile

Plymouth

N U

S 13

1

4 Mile

36th

Grand River

Thorn apple Riv er

32nd

Fuller

Burton

Lake Michigan

Maynard

Gra

nd R

i ve r

Plaster Creek

Hone

y Cre

ek

Buck Creek

Egypt Creek

Lamberton Creek

Little Plaster Creek

Sunny Creek

Indian Mill Creek Brandy Wine Cre ek

Whisky Creek

Grand River

Hon ey Creek

Grand

Riv

er

Grand River

Plaster Creek

E gypt Creek

Gran

d R

iver

Grand River

P las ter Creek

Gra

nd River

Gra

nd R

iver

Bran

dy Wine C

reek

Buck Creek

85°45'0"W

85°45'0"W

85°42'0"W

85°42'0"W

85°39'0"W

85°39'0"W

85°36'0"W

85°36'0"W

85°33'0"W

85°33'0"W

85°30'0"W

85°30'0"W

85°27'0"W

85°27'0"W

42°5

7'0"

N

42°5

7'0"

N

43°0

'0"N

43°0

'0"N

42°5

4'0"

N

42°5

4'0"

N

Michigan Geographic Framework base map data obtained from the Michigan Center for Geographic Information. Outfall locations obtained with a hand-held GPS unit, accuracy +/- 10 m.

[

LOCATOR MAP

1 inch equals 1.1 miles·


[_ MDOT Outfall

MDOT Trunkline

GF Grand Rregion Office

Outfa ll ID La titude Lo ngitude Outfa ll ID Latitude Lo ngitude41014-15-A000N 42.963163 -85.674767 41063-70-A000N 42.912247 -85.59891341014-20-A020N 42.963413 -85.669164 41063-75-A000N 42.912898 -85.59643341014-30-A000N 42.964767 -85.668797 41063-80-A000N 42.912554 -85.58171541014-35-A000N 42.965530 -85.668047 41063-90-A010N 42.912246 -85.58124441014-40-A000N 42.966572 -85.668269 41063-90-B000N 42.912905 -85.58131641014-45-A000N 42.967356 -85.668552 41081-05-A000N 42.972156 -85.75310641014-50-A000N 42.971873 -85.669286 41081-10-A000N 42.972257 -85.75105141014-55-A000N 42.978456 -85.668952 41081-26-A000N 42.972189 -85.73967241014-60-A000N 42.982023 -85.668836 41081-30-A000N 42.971464 -85.73126641014-65-A000N 42.983073 -85.668169 41081-31-A000N 42.971428 -85.73022441014-70-A000N 42.984090 -85.667986 41081-32-A000N 42.971689 -85.72680441014-75-A000N 42.985090 -85.674836 41081-33-A000N 42.971723 -85.72620441029-05-A000N 42.949879 -85.709053 41081-34-A010N 42.971423 -85.72552141029-10-A000N 42.950487 -85.708288 41081-35-A000N 42.971159 -85.72328341029-20-A000N 42.957572 -85.705937 41081-40-A000N 42.971095 -85.72102441029-25-A000N 42.965789 -85.703337 41081-45-A000N 42.971373 -85.71568741029-30-A000N 42.969812 -85.699533 41081-50-A000N 42.965106 -85.70175341029-35-A000N 42.970645 -85.699201 41081-60-A000N 42.963722 -85.69542041029-40-A020N 42.973224 -85.676412 41081-65-A000N 42.963306 -85.69420341029-45-A000N 42.972527 -85.663474 41081-70-B000N 42.962524 -85.68635441029-50-A000N 42.971756 -85.656818 41081-80-B000N 42.962747 -85.68456541029-55-A000N 42.972961 -85.652719 41081-90-A010N 42.963630 -85.68038941051-00-A000N 42.912782 -85.583567 41131-05-A000N 42.922618 -85.68228741051-05-A000N 42.919776 -85.584493 41131-10-A000N 42.926050 -85.68253941051-10-A010N 42.921274 -85.583959 41131-15-A000N 42.926507 -85.68233141051-12-A000N 42.923131 -85.584803 41131-20-A000N 42.927226 -85.68333141051-15-A000N 42.924114 -85.584004 41131-25-A000N 42.935532 -85.68024141051-20-A000N 42.938209 -85.585417 41131-26-A000N 42.935927 -85.68009241051-25-A000N 42.968945 -85.591160 41131-27-A000N 42.936508 -85.67985341051-40-A000N 42.977456 -85.590682 41131-28-A000N 42.936527 -85.68024741051-45-A000N 42.978906 -85.590733 41131-29-A000N 42.937206 -85.67952241051-50-A000N 42.983603 -85.591226 41131-30-A000N 42.937215 -85.67977441051-52-A000N 42.985156 -85.590153 41131-31-A000N 42.937904 -85.67922241051-55-A000N 42.987860 -85.590221 41131-40-A000N 42.974544 -85.67647841051-60-A000N 42.992838 -85.590258 41131-45-A000N 42.975415 -85.67645141051-65-A000N 42.996394 -85.591045 41131-50-B000N 42.979922 -85.67604341051-66-A020N 42.995813 -85.590102 41131-52-A000N 42.987256 -85.67605341051-75-A020N 42.999190 -85.590892 41131-55-B000N 42.988473 -85.67516941051-80-A000N 43.000893 -85.590742 41131-60-A000N 42.992357 -85.67648641063-00-A000N 42.913044 -85.665724 41131-65-A000N 42.993940 -85.67593641063-01-A000N 42.913007 -85.663668 41131-70-A000N 42.999424 -85.67550341063-05-A000N 42.913187 -85.660502 41131-79-A000N 42.956502 -85.67192241063-10-A000N 42.912639 -85.652109 41131-80-A000N 42.957008 -85.67216541063-11-A000N 42.912795 -85.650982 41131-81-A000N 42.961001 -85.67387441063-15-A000N 42.913050 -85.652136 41131-82-A000N 42.959683 -85.67572941063-20-A000N 42.912645 -85.650067 41131-83-A000N 42.961161 -85.67717441063-25-A010N 42.913041 -85.650096 41131-84-A000N 42.961759 -85.67673541063-29-A000N 42.912681 -85.640992 41131-85-A000N 42.962259 -85.67813541063-30-A000N 42.912682 -85.640283 41131-87-A000N 42.966582 -85.67921441063-34-B000N 42.912720 -85.628617 41131-88-A000N 42.966533 -85.67807441063-35-A000N 42.912319 -85.626218 41131-90-A000N 42.938584 -85.67944141063-37-A000N 42.912566 -85.621914 41131-91-A000N 42.938578 -85.67896941063-38-A000N 42.912620 -85.620284 41131-92-A000N 42.939054 -85.67890041063-40-A010N 42.912837 -85.617483 41131-93-A000N 42.939021 -85.67875841063-45-A000N 42.912819 -85.607799 41131-94-A000N 42.939579 -85.67848741063-55-A000N 42.912796 -85.606003 41131-95-A000N 42.939777 -85.67836541063-60-A000N 42.912446 -85.606012 41131-96-A000N 42.940076 -85.67854541063-65-A000N 42.912410 -85.599947 41131-97-A000N 42.940068 -85.678261

-4113-86--A000 42.962708 -85.678492

10.5. Sterling Heights – Metro Region/Macomb TSC Sterling Heights is located in the Southeastern portion of Michigan’s Lower Peninsula in Macomb County in metro Detroit. The regional office responsible for M-53 and M-59 within the City of Sterling Heights is located in the City of Southfield. Ninety-six confirmed outfalls exist along state roads in Sterling Heights as shown in Figure 10-12. All field investigation for the city of Sterling Heights have been completed no illicit connections or discharges were identified. The Metropolitan Planning Organization (MPO) that the MDOT coordinates events with in Sterling Heights is the Southeast Michigan Council of Governments (SEMCOG). Contact information for the local community regarding storm water issues and concerns are included in Table 10-4.

Table 10-4 Local Contact Information for Sterling Heights

Name Organization Phone Email Peter Ollila MDOT Storm Water Program

Coordinator (517) 373-1908 [email protected]

Sharon Ferman MDOT Metro Region Storm Water Coordinator


Tom Dehundt City of Sterling Heights (586) 446-2498 [email protected] Dan Sears City of Sterling Heights (586) 446-2498 [email protected] Meg Larson Clinton River Watershed


Barbara Mathews Macomb County Department of Public Works

(586) 466-4016 N/A


10-21

FILE

NAM

E://L

A/PR

OJF

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S/03

2603

4/09

/AN

NU

AL R

EPO

RT/

VER

SIO

N 3

/AR

CVI

EW/S

T_H

EIG

HTS

_2.M

XD

DATE:DESIGNED:

FIGURE

TETRA TECH MPS10-12

MICHIGAN DEPARTMENT OF TRANSPORTATIONCITY OF STERLING HEIGHTS


[_

[_

[_[_[_

[_[_[_

[_

[_[_

[_[_

[_

[_[_[_[_[_

[_[_

[_[_[_

[_

[_ [_[_ [_[_ [_ [_[_

[_[_[_

GF

Utica Drain

Mulso Drain

Greens Ditch

Plum Brook

Big Beaver Creek

Clinton River

Red Run River

North Branch Clinton River

Clinton River Canal

Hall

Utica

15 Mile

14 Mile

Ryan

Mound

Gra

tiot

MetropolitanG

arfield

Gro

esbe

ck

Schoenherr

Moravia

n

Kelly

Cass

18 Mile

Canal

Clinton River

E M 59

Saal

Masonic

W M 59

S M 53

N M

53

Millar

Hayes

19 Mile

Harp

erN

orth

Littl

e

Quinn

Dodge Park

Van Dyke

17 Mile

Merrill

Auburn

Harrington

Elizabeth

Plumbrook

Hey

denr

eic h

Hoover

Clair

16 1/2 Mile

Rom

eo Plank Dunham

Maple Lane

Chicag

o

Little Mack

Market

18 1/2 Mile

Beverly

13 Mile

Dequindre/ Hall

Hall/ N M 53

Hayes

17 Mile

Canal

17 Mile

Mound

Masonic

18 Mile

Gra

tiot

Hall

Cass

Gra

tiot

Van Dyke

19 Mile

Metropolitan

Plumbrook

Dunham

Canal Drain

Chrissm

an Drain

MACOMBOAKLAND

83°6'0"W

83°6'0"W

83°3'0"W

83°3'0"W

83°0'0"W

83°0'0"W

82°57'0"W

82°57'0"W

82°54'0"W

82°54'0"W

42°3

3'0"

N

42°3

3'0"

N

42°3

6'0"

N

42°3

6'0"

N

[

LOCATOR MAP


County Boundary

[_ MDOT Outfall

MDOT Trunkline

GF Metro TSC


Outfa ll ID Lo ngitude La titude

50011-50-A000N -83.029676 42.536745

50011-52-A000N -83.028526 42.543215

50011-56-A000N -83.028626 42.548075

50011-59-A000N -83.029046 42.551065

50011-62-A000N -83.028735 42.553315

50011-65-A000N -83.029725 42.558795

50011-68-A000N -83.029535 42.559215

50011-71-A000N -83.029245 42.562115

50011-74-A000N -83.030125 42.572995

50011-77-A000N -83.030314 42.579936

50011-80-A000N -83.030314 42.579986

50011-83-A000N -83.030534 42.583546

50011-86-A000N -83.030534 42.583716

50011-89-A000N -83.030704 42.591216

50011-91-A000N -83.020274 42.603766

50011-92-A000N -83.020924 42.603766

50011-93-A000N -83.021404 42.603986

50011-94-A000N -83.020014 42.604236

50011-95-A000N -83.020884 42.604446

50021-05-A000N -83.040963 42.625347

50021-10-A000N -83.039923 42.624537

50021-15-A000N -83.011974 42.619616

50021-16-A000N -83.012034 42.619766

50021-18-A000N -83.012004 42.620766

50021-20-A000N -83.011554 42.623966

50022-05-A000N -83.008604 42.626877

50022-08-A000N -83.001734 42.626397

50022-10-A000N -83.002004 42.626417

50022-15-A000N -82.989634 42.626717

50022-20-A000N -82.988454 42.626737

50022-25-A000N -82.979425 42.626787

50022-30-A000N -82.974845 42.627347

50022-35-A000N -82.973375 42.626597

50023-05-A000N -83.061882 42.623887

50023-10-A000N -83.062222 42.623997

50023-15-A000N -83.061772 42.623887

10.6. Warren – Metro Region/Macomb TSC Warren is located in the Southeastern portion of Michigan’s Lower Peninsula in Macomb County in Metro Detroit. Within the City of Warren, the state owns and mangers from its regional office in Southfield, I-696, M-3, M-53, M-97, and M-102. A total of 51 outfalls were identified and investigated along state roads in Warren. The field investigation of these outfalls has been completed. Out of the 51 outfalls, 8 were found to have illicit connections or discharges. Each of these illicit connections and suspected discharges one discussed in more detail below. 50011-18-A100N Location This outfall is located at the intersection of M-53 and Van

Dyke Road. Description of Problem During investigations it was found that an existing

bulkhead was placed in the wrong pipe at the intersection of M-53 and Van Dyke Road.

Follow-up Actions Taken The illicit has been removed 50031-10-B010N Location A connection was found to exist on M-97. Description of Problem A toilet at the Fisk Wallbar Company was connected to the

storm sewer system. Responsible Party Fisk Wallbar Company Follow-up Actions Taken This illicit connection has been removed. 50031-10-B015N Location An illicit discharge was found to exist on M-97. Description of Problem The Fisk Landscaping Company on M-97 was found to be

washing vehicles over a catch basin. Responsible Party Fisk Landscaping Company Follow-up Actions Taken The city was informed on 11/02/00 and a directive was

issued to modify operation only. The illicit discharge has been eliminated.


10-25

50031-10-A010N Location An illicit connection was found to exist on M-97. Description of Problem A sanitary connection was found on M-97 originating from

Fisk Best Block Trucking Company. Responsible Party Fisk Best Block Trucking Company Follow-up Actions Taken The city was notified on 11/2/00 and the connection was

removed on 1/00. 50061-70-A000N Location This outfall is located on the I-696 South Service Drive at

the Loraine Drain. Description of Problem Sampling within this system showed high levels of E. Coli.

A source could not be identified, which suggests it is an illicit discharge.

Follow-up Actions Taken The city was notified of this condition and is continuing on

9/18/01. The city is to search for the source. 50061-94-C010N Location A catch basin located on I-696 North Service Drive at

14671 Palco Drive. Description of Problem Runoff from a horse stable and manure pile was found to

be entering the catch basin. Responsible Party The horse stable Follow-up Actions Taken The city was notified on 10/01/01 and has since written the

landowner a notification letter and is awaiting a response. 50061-94-F050N Location On I-696 North Service Drive an illicit connection was

Found. Description of Problem The potential pollutant is oil/hydraulic fluid being washed

into the storm sewer system. Responsible Party Radar Industries at 27101 Groesbeck Drive


10-26

Follow-up Actions Taken The city was notified on 10/01/01. Currently, the city is

investigating the source. 50061-05-A130N Location This outfall is located at Madison Heights on I-696 East

Bound Service Drive and Battelle Street. Description of Problem High parameter values were identified at the outfall. A

source could not be found, suggesting that this is an illicit discharge or direct dumping of material into the catch basin.

Follow-up Actions Taken The city was notified of this condition on 10/03/01. The

city has determined that the sources probable an illicit discharge and has asked the Police to keep a watchful eye.

50061-05-C050N Location The illicit connection was found on I-696 East Bound

Service Drive and Dequindre. Description of Problem The sanitary service for a transmission shop was tapped

into the storm sewer system. Follow-up Actions Taken The connection has been removed and is being monitored

by Oakland County. The Metropolitan Planning Organization (MPO) that the MDOT coordinates events with in Warren is the Southeast Michigan Council of Governments (SEMCOG). Contact information for the local community regarding storm water issues and concerns are included in Table 10-5.


10-27

Table 10-5 Local Contact Information for Warren



Sharon Ferman MDOT Metro Region Storm Water Coordinator


Richard Doherty City of Warren (810) 759-9300 N/A Todd Schaedig City of Warren (810) 759-9300 N/A Meg Larson Clinton River Watershed


Barbara Mathews Macomb County Department of Public Works

(586) 466-4016 N/A


10-28

FILE

NAM

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OJF

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2603

4/09

/AN

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/AR

CVI

EW/W

ARR

EN_2

.MXD

DATE:DESIGNED:

FIGURE

TETRA TECH MPS10-13

MICHIGAN DEPARTMENT OF TRANSPORTATIONCITY OF WARREN


[_

[_[_[_[_

[_[_[_[_

[_[_[_

[_[_

[_

[_[_[_

[_[_

[_

[_[_[_[_

[_

[_

[_[_

[_[_

[_[_[_[_ [_[_[_

[_

[_[_[_ [_ [_ [_ [_ [_[_ [_ [_ [_

Mulso Drain

Milk River

Red Run River

9 Mile

12 Mile

14 Mile

10 Mile

Ryan

8 Mile

11 Mile

13 Mile

Gra

tiot

Mound

Har

per

Hoover

Martin

Van Dyke

Gro

esbe

ck

Jeffe

rson

Utica

Dequindre

Schoenherr

Frazho

Toepfer

Hayes

Little Mack

Stephens

Common

Sherwood

Chicago

Kelly

Bunert

Gre

ater

Mac

k

Mar

ter

Masonic

Beverly

Beac

onsf

ield

Garfield

Calahan

Lakeshore

Fresard

WaldorfE I 94/G

ration CO

NN

Stephens

Hayes

13 Mile

Kelly

Masonic

Mound

Kelly

MACOMB

WAYNE

OAKLAND

83°6'0"W 83°3'0"W

83°3'0"W

83°0'0"W

83°0'0"W

82°57'0"W

82°57'0"W

82°54'0"W

82°54'0"W

42°2

7'0"

N

42°2

7'0"

N

42°3

0'0"

N

42°3

0'0"

N

83°6

'0"W

[

LOCATOR MAP


County Boundary

[_ MDOT Outfall

MDOT Trunkline

1 inch equals 0.8 milesMichigan Geographic Framework base map data obtained from the Michigan Center for Geographic Information. Outfall locations obtained with a hand-held GPS unit,accuracy +/- 10 m.·

ID LONG LAT

50011-05-A000N -83 .025068 42.448163

50011-18 -A000N -83 .028767 42 .519974

50011-21-A000N -83 .029117 42.519944

50011-24 -A000N -83 .029147 42.520184

50011-27-A000N -83 .028767 42 .521254

50011-30 -A000N -83 .028906 42.525465

50011-33 -A000N -83 .028626 42.525665

50011-36 -A000N -83 .029396 42.525645

50011-39 -A000N -83 .028796 42.525645

50011-42 -A000N -83 .029046 42.532645

50011-45-A000N -83 .029626 42.532785

50011-48 -A000N -83 .029076 42.532795

50031-05-A000N -82 .998809 42 .453993

50031-08-A000N -82 .996969 42.456453

50031-10 -A000N -82 .994209 42 .459993

50031-15-A000N -82 .987849 42.468714

50031-20-A000N -82 .987259 42.469414

50031-30-A000N -82 .986359 42 .471144

50031-34-A000N -82 .98115 42 .478174

50031-35-A000N -82 .98069 42 .478864

50031-40-A000N -82 .97644 42 .486234

50061-05-A000N -83 .083876 42.484614

50061-10 -A000N -83 .083546 42 .484734

50061-15-A000N -83 .084366 42 .484874

50061-20-A000N -83 .082556 42 .486064

50061-25-A000N -83 .059296 42.491644

50061-30-A000N -83 .051907 42 .488284

50061-35-A000N -83 .046457 42 .484114

50061-40-A000N -83 .046957 42 .484074

50061-50 -A000N -83 .046857 42.496314

50061-60-A000N -83 .045727 42 .496584

50061-65-A000N -83 .016248 42 .492094

50061-70 -A000N -83 .015498 42.491504

50061-75-A000N -82 .996069 42.492614

50061-80-A000N -82 .995659 42 .492544

50061-85-A000N -82 .989429 42 .492044

50061-88-A000N -82 .987429 42 .492834

50061-90-A000N -82 .986739 42.492184

50061-94-A000N -82 .984729 42 .493284

82143-05-A000N -83 .083696 42.447184

82143-10 -A000N -83 .054287 42 .447603

82143-15-A000N -83 .053527 42.447913

82143-20-A000N -83 .039578 42 .447963

82143-25-A000N -83 .021658 42 .448463

82143-28-A000N -83 .010129 42 .448443

82143-30-A000N -83 .002219 42 .449283

82143-32-A000N -82 .99181 42 .449493

82143-33-A000N -82 .99058 42.449513

82143-35-A000N -82 .98555 42 .449463

82143-40-A000N -82 .97588 42 .449663

82143-45-A000N -82 .971261 42 .449793

10. location-specific information - michigan · 10.3. flint – bay region/davidson tsc flint is...

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