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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 ollilap@michigan.gov
Bob Batt MDOT University Region Storm Water Coordinator
(517) 750-0410 battb@michigan.gov
Craig Hupy City of Ann Arbor (734) 994-1760 chupy@ci.ann-arbor.mi.us Malama Chock University of Michigan (734) 936-1920 chock@umich.edu Laura Rubin Huron River Watershed
Council (734) 769-5123 lrubin@hrwc.org
Joan Riley Ann Arbor Public Schools N/A N/A Harry Sheehan Washtenaw Country Drain
Commissioner’s Office (734) 994-2525 sheehanh@co.washtenaw.mi.us
Michigan Department of Transportation 7/1/01 – 6/30/02 Annual Report October 1, 2002
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
5'0"
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42°1
5'0"
N
42°1
8'0"
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42°1
8'0"
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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
Michigan Department of Transportation 7/1/01 – 6/30/02 Annual Report October 1, 2002
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.
Figure 10-3 Outfall Number 25052-50-A000N in the City of Flint
N
Michigan Department of Transportation 7/1/01 – 6/30/02 Annual Report October 1, 2002
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
Figure 10-4 Outfall Number 25052-30-A000N in the City of Flint
Michigan Department of Transportation 7/1/01 – 6/30/02 Annual Report October 1, 2002
10-7
25072-24-A000N
Location ide of Robinson Drain at Dort Highway (see Figure 10-5).
Description of Problem
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.
Figure 10-5 Outfall Number 25072-24-A000N in the City of Flint
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
Michigan Department of Transportation 7/1/01 – 6/30/02 Annual Report October 1, 2002
10-8
25072-51-A000N
Location
f Flint’s municipal storm water system (see Figure 10-6).
Description of Problem
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.
Figure 10-6 Outfall Number 25072-51-A000N in the City of Flint
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
Michigan Department of Transportation 7/1/01 – 6/30/02 Annual Report October 1, 2002
10-9
25072-70-A000N
The outfall discharges storm water, collected from Dort
Description of Problem
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.
Figure 10-7 Outfall Number 25072-70-A000N in the City of Flint
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
N
Michigan Department of Transportation 7/1/01 – 6/30/02 Annual Report October 1, 2002
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
Name Organization Phone Email Peter Ollila MDOT Storm Water
Program Coordinator (517) 373-1908 ollilap@michigan.gov
Cary Rouse MDOT Bay Region Storm Water Coordinator
(517) 754-0878 rousec@michigan.gov
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 rhr@umich.edu
Jeff Mansour Flint River Watershed Coalition
(810) 766-6647 jmansour@umich.edu
Michigan Department of Transportation 7/1/01 – 6/30/02 Annual Report October 1, 2002
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
[
LOCATOR MAP
LEGENDRoad/StreetWaterbodyRailroadMunicipal Boundary
[_ MDOT Outfall
MDOT Trunkline
1 inch equals 1.1 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 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
Michigan Department of Transportation 7/1/01 – 6/30/02 Annual Report October 1, 2002
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
Michigan Department of Transportation 7/1/01 – 6/30/02 Annual Report October 1, 2002
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 ollilap@michigan.gov
Todd Neiss MDOT Grand Region Storm Water Coordinator
(616) 451-3091 neisst@michigan.gov
John Schaut City of Grand Rapids (616) 456-4637 jschaut@epd.grand-rapids.mi.us
Mia Debruyne Robert B. Annis Water Resources Institute at Grand Valley State University
(616) 895-2527 debruynm@gvsu.edu
Michigan Department of Transportation 7/1/01 – 6/30/02 Annual Report October 1, 2002
10-17
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NU
AL R
EPO
RT/
VER
SIO
N 3
/AR
CVI
EW/G
R_I
ND
EX.M
XD
DATE:DESIGNED:
FIGURE
TETRA TECH MPS10-11
MICHIGAN DEPARTMENT OF TRANSPORTATIONCITY OF GRAND RAPIDS
FACILITY MAPJ. BRESCOL 09/30/02
[_
[_[_[_[_
[_
[_
[_[_
[_
[_
[_[_[_[_[_
[_ [_[_[_[_[_
[_
[_[_[_[_[_
[_[_[_ [_[_[_[_[_ [_[_ [_[_[_[_[_ [_[_[_ [_[_[_ [_[_[_
[_[_ [_ [_[_[_[_[_[_[_ [_
[_ [_[_ [_[_[_
[_[_[_[_
[_
[_[_
[_[_[_[_
[_
[_[_
[_
[_[_
[_ [_ [_[_[_
[_
[_[_[_
[_
[_[_[_[_[_[_
[_[_[_[_
[_[_[_[_[_[_[_[_[_[_[_
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·
LEGENDRoad/StreetWaterbodyRailroadMunicipal Boundary
[_ 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 ollilap@michigan.gov
Sharon Ferman MDOT Metro Region Storm Water Coordinator
(248) 569-3103 fermans@michigan.gov
Tom Dehundt City of Sterling Heights (586) 446-2498 tdehondt@sterling-heights.net Dan Sears City of Sterling Heights (586) 446-2498 dsears@sterling-heights.net Meg Larson Clinton River Watershed
Council (248) 853-9581 educator@crwc.org
Barbara Mathews Macomb County Department of Public Works
(586) 466-4016 N/A
Michigan Department of Transportation 7/1/01 – 6/30/02 Annual Report October 1, 2002
10-21
FILE
NAM
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A/PR
OJF
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S/03
2603
4/09
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VER
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CVI
EW/S
T_H
EIG
HTS
_2.M
XD
DATE:DESIGNED:
FIGURE
TETRA TECH MPS10-12
MICHIGAN DEPARTMENT OF TRANSPORTATIONCITY OF STERLING HEIGHTS
FACILITY MAPJ. BRESCOL 09/30/02
[_
[_
[_[_[_
[_[_[_
[_
[_[_
[_[_
[_
[_[_[_[_[_
[_[_
[_[_[_
[_
[_ [_[_ [_[_ [_ [_[_
[_[_[_
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
LEGENDRoad/StreetWaterbodyRailroadMunicipal Boundary
County Boundary
[_ MDOT Outfall
MDOT Trunkline
GF Metro TSC
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 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.
Michigan Department of Transportation 7/1/01 – 6/30/02 Annual Report October 1, 2002
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
Michigan Department of Transportation 7/1/01 – 6/30/02 Annual Report October 1, 2002
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.
Michigan Department of Transportation 7/1/01 – 6/30/02 Annual Report October 1, 2002
10-27
Table 10-5 Local Contact Information for Warren
Name Organization Phone Email Peter Ollila MDOT Storm Water
Program Coordinator (517) 373-1908 ollilap@michigan.gov
Sharon Ferman MDOT Metro Region Storm Water Coordinator
(248) 569-3103 fermans@michigan.gov
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
Council (248) 853-9581 educator@crwc.org
Barbara Mathews Macomb County Department of Public Works
(586) 466-4016 N/A
Michigan Department of Transportation 7/1/01 – 6/30/02 Annual Report October 1, 2002
10-28
FILE
NAM
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S/03
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EN_2
.MXD
DATE:DESIGNED:
FIGURE
TETRA TECH MPS10-13
MICHIGAN DEPARTMENT OF TRANSPORTATIONCITY OF WARREN
FACILITY MAPJ. BRESCOL 09/30/02
[_
[_[_[_[_
[_[_[_[_
[_[_[_
[_[_
[_
[_[_[_
[_[_
[_
[_[_[_[_
[_
[_
[_[_
[_[_
[_[_[_[_ [_[_[_
[_
[_[_[_ [_ [_ [_ [_ [_[_ [_ [_ [_
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
LEGENDRoad/StreetWaterbodyRailroadMunicipal Boundary
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
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82143-40-A000N -82 .97588 42 .449663
82143-45-A000N -82 .971261 42 .449793
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