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DEPARTMENT OF THE INTERIOR UNITED STATES GEOLOGICAL SURVEY
TO ACCOMPANY ATLAS HA-546
WATER RESOURCES OF BASINS FOR MINOR STREAMSDRAINING INTO ST. CLAIR RIVER, LAKE ST. CLAIR, DETROIT RIVER, AND LAKE ERIE,
SOUTHEASTERN MICHIGAN
ByF. R. Twenter, R. L. Knutilla,
and T. R. Cummings
PHYSIOGRAPHIC DATA FOR SELECTED SUBBASINS IN THE MINOR STREAM BASINS
The accompanying tables summarize some physio graphic data for selected subbasins having about 2 or more square miles (5 or more square kilometres) of drainage area for each minor river basin. Data for selected subbasins include drainage areas of major streams, areas above mouths of tributaries and at points of interest such as highway crossings, towns, gaging stations, dams, and below the confluence of two streams so as to include both drainage areas. The tables also show drainage areas for the land with streams that drain directly into the St. Clair River, Lake St. Clair, Detroit River, or Lake Erie, but does not have a defined stream channel. Most subbasins are shown on the basin map, sheet 1. To help locate the areas on the map, each subbasin is assigned a num ber, and numbers for selected subbasins are shown on the map at the downstream end of the subbasins. Also shown are river miles, at 5-mile (8-kilometre) intervals, for large streams.
For drainage-area determinations, basin divides were delineated on topographic maps, and areas were plani- metered in accordance with the standards set forth by the Committee on Hydrology, Water Resources Council (formerly the Subcommittee on Hydrology, Inter- agency Committee on Water Resources). Similarly, river miles were determined in accordance with the Committee's standards. Mile zero is considered to be the mouth of the stream. The stream source is con sidered to be the upper end of the stream, whether or not it is perennial. A defined channel that topographic maps indicate has intermittent flow is included in the stream length. A stream that begins, in name, at the confluence of two tributaries is considered to be a con tinuation of the longer tributary and to have as its source the source of that tributary. Average slope is
determined by treating the stream and tributary as one. Southern Ohmia Drain (No. 97), for example, is con sidered to be the continuation of Auvase Creek. In the table, Southern Ohmia Drain has been parentheti cally noted as being the headwaters of Auvase Creek. Other tributary streams in this classification, are like wise noted.
Altitudes for site and source are those obtained from topographic maps and represent the altitude of the water surface at approximately normal river stage; the datum is mean sea level. Average slopes were computed from the mileage between and differences in altitude in feet of site and source and represent the fall of the stream in feet per mile.
Streams are listed, in downstream order, from Black River to Ottawa River. Data for the Black, Pine, Belle, Clinton, Rouge, Huron, and Raisin Rivers are not included. Data for these streams are given in separate hydrologic atlases for each basin. Data for each incidental stream are listed in a downstream order along the main stem, with tributary streams entered above the next main-stem location. A similar order is followed for ranking streams. To indicate rank, and the stream to which it is tributary, the stream name is indented; each indentation represents one rank. The stream rank is further identified by numbers in the column heading with stream name and location. Num ber 1 applies to streams that drain directly into the St. Clair River, Lake St. Clair, Detroit River, or Lake Erie. Principal tributaries are under number 2, their tribu taries under number 3; the order is continued as nec essary.
Metric equivalents for units used in the following tables are:
1 foot=0.3048 metre1 mile=1.609 kilometres1 square mile=2.590 square kilometres1 foot per mile=0.189 metres per kilometre
i^r-iker
k-J,
Stream and location
A ? 1 4 S ft 7 8 Ranking order ________
Drainage area
(«q T «iQ
Milesabove outh
below source
Altitude (ft above «!)_
t 1 at ite 1 source
slop*
(ft. per. mi.)
1 Drainage into St. Clair River between 4.05 Black River and Bunce Creek
2 Bunce Creek above Hoffaan Drain, .53 NW1/4 sec.20, T.6 N., R.17 E.
3 Hoffman Drain at mouth. NW1/4 3.34 sec.20, T.6 N., R.17 E.
4 Bunce Creek at Hoffaan Drain, NW1/4 3.87 ec.20, T.6 N., R.17 E.
5 Bunce Creek above unnamed tributary, 4.02 SW1/4 sec.20, T.6 N., R.17 E.
6 Unnamed tributary at mouth, SW1/4 2.65 sec.20, T.6 N., R.17 E.
7 Bunce Creek at unnamed tributary, 6.67 SW1/4 sec.20, T.6 N., R.17 E.
8 Bunce Creek above Pickard Drain, 9.03 NE1/4 sec.29, T.6 N., R.17 E.
9 Pickard Drain at mouth, NE1/4 sec. .55 29, T.6 N., R.17 E.
10 Bunce Creek at Pickard Drain, NE1/4 9.58 sec.29, T.6 N., R.17 E.
11 Bunce Creek at mouth, SW1/4 sec.28, 10.1 0 T.6 N., R.17 E.
12 Drainage into St. Clair River between 4.80 Bunce Creek and Cuttle Creek.
13 Cuttle Creek at mouth, Private claim 2.12 0 255, T.5 N., R.17 E.
14 Drainage into St. Clair River between 1.80 Cuttle Creek and Pine River
15 Drainage into St. Clair River between 2.69 Pine River and Belle River
16 Drainage into St. Clair River between 1.08 Belle River and unnamed tributary. Private claim 253, T.3 N., R.lt E.
17 Unnamed tributary to St. Clair River at 2.64 0 mouth, Private claim 253, T.3 N., R.16 E.
IB Drainage into St. Clair River between .58 unnamed tributary, at Private claim 253, end Marsh Drain
2.6 1.3 604 615
3.2 604 625
2.6 1.3 604 615
1.9 2.0 599 615
3.1 599 649
1.9 2.0 599 615
.9 3.0 591 615
1.3 591 610
.9 3.0 591 615
3.9 579 615
3.1 578 633
4.3 578 584
8.5
6.6
8.5
8.0
16.1
8.0
8.0
14.6
8.0
9.2
17.7
1.4
Num ber
key
Stream and location
TO 4 5 6 7 8 Ranking order
Drainage area
(sQ.ai.)
Miles
above f below outh 1 source,
Altitude (ft above msl)
at ite
at source
Average slope
(ft. per. ml.)
19 Harsh Drain at Broadbridge Road,Private claim 186, T.3 H., R.16 I.
20 Marsh Drain at Roberts Road, Private claim 191, T.3 N., R.16 E.
21 Marsh Drain at mouth. SE1/4 sec.2, T.2 N.. R.16 E.
22 Drainage into St. Clair River between Marsh Drain and Swartout Creek
23 Swartout Creek at mouth, Private claim 198, T.2 N., R.16 E.
24 Drainage into Lake St. Clair between Swartout Creek and Beaubien Creek (excluding Beaverdam Drain)
25 Beaverdam Drain at mouth, SW1/4 sec.30, T.3 H., R.16 E.
26 Beaubien Creek at Marine City Highway, SB1/4 aec.32, T.4 N., R.16 E.
27 Beaubien Creek at Shea Road, SW1/4 sec.17, T.3 N., R.16 B.
28 Beaubien Creek above unnamed tributary, NW1/4 sec.20. T.3 N., R.16 E.
29 Unnamed tributary at mouth, NW1/4 sec.20, T.3 N., R.16 E.
30 Beaubien Creek at unnamed tributary, NW1/4 sec.20, T.3 N., R.16 E.
31 Beaubien Creek above unnamed tributary, SW1/4 sec.19, T.3 N., R.16 E.
32 Unnamed tributary at mouth, SW1/4 sec.19, T.3 N., R.16 E.
33 Beaubien Creek at unnamed tributary, SW1/4 sec.19. T.3 N., R.16 E.
34 Beaubien Creek at mouth, NW1/4 sec.25, T.3 N., R.15 E.
35 Drainage into Lake St. Clair between Beaubien Creek and unnamed tributary, SW1/4 sec.24. T.3 N., R.15 B.
4.94
7.50
11.0
3.51
4.34
3.37
1.96
4.38
8.78
8.84
2.59
11.4
12.6
2.87
15.5
16.6
.11
3.9
2.5
0
0
0
7.3
3.2
2.9
0
2.9
1.1
0
1.1
0
« >
4.2
5.6
8.1
4.0
3.5
2.9
7.0
7.3
3.0
7.3
9.1
4.1
9.1
10.2
^^
579
578
577
575
575
602
582
581
581
581
576
576
576
575
M<M
603
603
603
594
589
621
621
621
592
621
621
615
621
621
M
5.7
4.5
3.2
4.8
4.0
6.6
5.6
5.5
3.7
5.5
4.9
9.5
4.9
4.5
MM
"um ber
k.y
Streaa and location
1 .. .. 6 7 8 Ranking order
Drainage area
(sa.ai.)
Miles
above 1 below aouth 1 source
Altitude (ft above asl)at
siteat
source
Average slope
(ft.per.ai.)
3ft Unnaaed tributary at aouth, SWl/4 sec.24, T.3 N., R.15 E.
37 Drainage into Lake St. Clair between unnaaed tributary, SWl/4 aec.24, T.3 N., R.15 E., and Swan Creek
38 Swan Creek at Puttygut Road, SW1/4 sec.11, T.4 N., R.15 E.
39 Swan Creek above unnaaed tributary, Nwl/4 sec.25, T.4 N., R.15 E.
40 Unnaaed tributary at outh. Nwl/4 sec.25, T.4 N., R.15 E.
41 Swan Creek at unnaaed tributary, NW1/4 sec.25. T.4 M., R.15 E.
42 Swan Creek at Sprinborn Road, SW1/4 sec.25, T.4 N., R.15 E.
43 Swan Creek at Marine City Highway, SE1/4 sec.35, T.4 N., R.15 E.
44 Swan Creek at Shortcut Road, SW1/4 sec.11, T.3 N., R.15 E.
45 Swan Creek above unnaaed tributary, SH1/4 sec.15, T.3 M., R.15 E.
46 Unnaaed tributary at Meldrua Road, NE1/4 sec.21, T.4 M., R.15 E.
47 Unnamed tributary above unnaaedtributary, SW1/4 ec.10, T.3 N., R.15 E.
48 Unnaaed tributary at aouth,SW1/4 sec.10, T.3 N., R.15 E.
49 Unnaaed tributary at unnamed tributary, SWl/4 sec.10, T.3 N., R.15 E.
50 Unnaaed tributary at mouth, SWl/4 sec.15, T.3 H., R.15 E.
51 Swan Creek at unnaaed tributary, SWl/4 aec.15, T.3 N., R.15 E.
52 Swan Creek at M-29, SEl/4 sec.15, T.3 H., 1.15 E.
53 Swan Creek at mouth, NB1/4 sec.22, T.3 ., 1.15 E.
1.80
2.25
3.1 575 605 9.7
2.37 10.9 4.2 636 681
5.45 7.8 7.3 607 681
2.98 3.1 607 630
8.43 7.8 7.3 607 681
11.9 6.8 8.3 602 681
13.5 5.4 9.7 594 681
15.8 2.2 12.9 577 681
16.4 1.2 13.9 575 681
4.65 7.5 4.9 637 688
7.73 1.2 11.2 579 688
3.43 0 6.1 579 648
11.2 1.2 11.2 579 688
11.7 0 12.4 575 688
28.0 1.2 13.9 575 681
28.2 .6 14.5 575 681
28.8 0 15.1 575 681
10.7
10.1
7.4
10.1
9.5
9.0
8.1
7.6
10.4
9.7
11.3
9.7
9.1
7.6
7.3
7.0
num ber
>«*
Stream and location
JL JZ. 3 M. 71 8 Ranking order
Drainage area
( «» * )
Mires
above I below mouth \ source
Altitude (ft above msl)
t I atsite 1 source
Average lope
(ft.per.mi.)
34 Drainage into Lake St. Clair between Swan Creek and unnamed tributary, ME1/4 aec.17, T.3 N., R.15 E.
0.90
55
54
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
Unnamed tributary at mouth, NE1/4 sec. 17. T.3 N., R.15 E.
Drainage into Lake St. Clair between unnamed tributary, ME1/4 sec. 17, T.3 N., R.15 E., and Maraac Creek
Maraac Creek at mouth, Private claim 627, T.3 H., R.15 E.
Drainage into Lake St. Clair between Maraac Creek and Crapaud Creek
Crapaud Creek at M-29, Private claim 343, T.3 N., R.14 E.
Crapaud Creek at mouth, Private claim 343, T.3 N. , R.14 E.
Drainage into Lake St. Clair between Crapaud Creek and Salt River
Salt River above Fistler Drain, SV1/4 aec.14, T.4 H., R.14 E.
Fiatler Drain at mouth, SV1/4 sec. 14, T.4 N., R.14 E.
Salt River at Fistler Drain, SH1/4 aec.14, T.4 N., R.14 E.
Salt River above Shook Drain, SW1/4 sec. 34, T.4 II. , R.14 E.
Shook Drain at mouth, SW1/4 sec. 34, T.4 N., R.14 E.
Salt River at Shook Drain, SW1/4 sec. 34, T.4 N., R.14 E.
Salt River above Gibbons Drain, HW1/4 sec. 2, T.3 N., R.14 E.
Gibbons Drain at mouth, HW1/4 sec. 2, T.3 N., R.14 E.
Salt River at Gibbons Drain, NW1/4 see. 2, T.3 ., R.14 E.
Salt River above Kirkham Drain, SE1/4
2.41 0
.10
6.26 0
.80
6.31 .2
6.43 0
1.32
3.23 11.9
3.57 0
6.80 11.9
10.6 7.7
2.99 0
13.6 7.7
13.9 6.9
.85 0
14.8 6.9
15.2 5.8
3.9
* ***
6.6
5.6
5.8
5.1
3.4
5.1
9.3
5.8
9.3
10.1
2.2
10.1
11.2
575
m*
575
--
575
575
-
638
638
638
598
598
598
592
592
592
586
635
"
649
"
644
644
748
732
748
748
677
748
748
625
748
748
15.4
11.2
"
12.3
11.9
21.6
27.6
21.6
16.1
13.6
16.1
15.4
15.0
15.4
14.5sec.2, T.3 I., R.14 E.
Hum- bet
key
Streasj and location
\ % .. 5 .1 8 Ranking order
Drainage area
(sa.ai.)
Milas
above aouth
below source
Altitude (ft above msl)
at sit*
at source
Average slope
(ft r per.ai.)
72 Kirkhaa Drain abova unnaaedtributary, HI1/4 sec.2, T.3 N., R.14 E.
73 Unnaaed tributary at aouth. NE1/4 sec.2, T.3 H. , R.14 E.
74 Kirkhaa Drain at unnaaed tributary. NE1/4 sec.2, T.3 N., R.14 E.
75 Kirkham Drain at aouth. SE1/4 sec.2, T.3 N.. R.14 E.
76 Salt River at Kirkhaai Drain. SE1/4 sec.2, T.3 N.. R.14 E.
77 Salt River at New Haven Road, NE1/4 sec.11. T.3 N., R.14 E.
7ft Salt River at 24-Mile Road, SE1/4 sec.11, T.3 N., R.14 E.
79 Salt River at 23-Mile Road. SW1/4 sec.14, T.3 H.. R.14 E.
80 Salt River above Fish Creek. Private claim 342, T.3 H., R.14 E.
81 Fish Creek above West Branch, SU1/4 sec.3, T.3 N., R.14 E.
82 West Branch at Bouth, SW1/4 sec.3, T.3 H., R.14 E.
83 Fish Creek at West Branch, SW1/4 sec.3, T.3 N., R.14 E.
84 Fish Creek above Crandall Drain, SW1/4 aec.10, T.3 N.. R.14 E.
85 Crandall Drain at mouth, SW1/4 sec.10, T.3 N., R.14 E.
86 Fish Creek at Crandall Drain, SW1/4 sec.10. T.3 N., R.14 E.
87 Fish Creek above East Branch, SE1/4 sec.15, T.3 N., R.14 E.
88 East Branch at aouth, SE1/4 sec.15, T.3 N., R.14 E.
89 Fish Creek at East Branch, SE1/4 sac.15, T.3 I., R.14 E.
3.75 0.7 5.3 592 670 14.7
3.34
7.09
7.40
22.6
23.5
24.4
25.2
25.9
1.56
1.33
2.89
3.42
1.73
5.15
5.76
.86
6.62
0
0.7
0
5.8
5.4
4.0
2.5
1.1
3.3
0
3.3
2.0
0
2.0
1.2
0
1.2
4.5
5.3
6.2
11.2
11.6
n.n
14.5
15.9
3.3
1.3
3.3
4.6
3.5
4.6
5.4
1.7
5.4
592
592
586
586
584
5«o
577
576
600
600
600
587
587
587
582
582
582
659
670
670
748
748
7&8
748
748
648
617
648
648
639
648
648
600
648
14.9
14.7
13.5
14.5
14.1
12.9
11.8
10.8
14.5
13.1
14.5
13.3
14.9
13.3
12.2
10.6
12.2
«» »er
k«T
Stream and location
I 2 3 41 > f 7 8 Rank in*, order
Drainagearaa
fao.mi)
Ml lei
abovemOUth
below aource
Altitude (ft above msl)
at ita
at source
Average lop*
lft.Dcr.ml.)
0 Melt Creak at mouth, Private claim 7.35 342. T.3 N.. 1.14 E.
»1 Salt River at Flah Creek, 33*3 Privete clai. 342, T.3 M.. R.14 E.
92 Salt River at M-59, NE1/4 eec.27, 33.9 T.3 N., R.14 E.
93 Salt River at mouth, Private claim 34.0 192, T.3 N., R.14 E.
94 Meldrum Drain at M-59, Private claim 2.19 192, T.3 N., R.14 E.
93 Meldrum Drain at mouth. Private claim 2.29 192, T.3 N., R.14 E.
96 Drainage into Lake St. Glair between .74 Meldrum Drain and Auvaae Creek
97 Southern Ohmla Drain (headwatera of 3.06 Auvaae Creek) above Wacker Drain, SE1/4 aec.29, T.3 H., R.14 E.
98 Wacker Drain above Fuller Drain, 1.19 Private tlaim 145, T.3 N., R.14 E.
99 Puller Drain at mouth, Private 1*05 claim 145, T.3 N., R.14 E.
100 Wacker Drain at Puller Drain, 2.24 Private claim 145, T.3 N., R.14 E.
101 Wacker Drain above Monnier Drain, 2.27 Private claim 147, T.3 H., R.14 E.
102 Monnier Drain at mouth, Private 1.78 claim 147, T.3 H., R.14 E.
103 Wacker Drain at Monnier Drain, 4.05 Private claim 147, T.3 N., R.14 E.
104 Wacker Drain at mouth, SE1/4 aec.29, 4.12 T.3 N., R.14 E.
105 Auvaae Creek at Wacker Drain, SEl/4 7.18 sec.29, T.3 N.. R.14 E.
106 Auvase Creek at mouth, SW1/4 sec.28, 7.38 T.3 H., R.14 E.
107 Drainage into Lake St. Clair between .82 Auvase Creek and Tucker Jones Drain
108 Tucker Jones Drain at mouth, Private 5.68 claim 147, T.2 H., R.14 E.
109 Drainage into Lake St. Clair between 3.41 Tucker Jones Drain and Clinton River
0 6.6 576 648 10.9
1.1 15.9 576 748 10.8
.5 16.5 575 748 10.5
0 17.0 575 748 10.2
.3 4.1 575 610 8.5
0 4.4 575 610 8.0
.8 4.6 577 632 12.0
.3 1.9 579 607 14.7
0 1.8 579 605 14.4
.3 1.9 579 607 14.7
.2 2.0 578 607 14.5
0 3.3 578 624 13.9
.2 2.0 578 607 14.5
0 2.2 577 607 13.6
.8 4.6 577 632 12.0
0 5.4 575 632 10.6
0 2.4 575 600 10.4
Mum- bar
fc«yStream and location
J. Ji1 A * 6 7
Drainage area
(so.*!.)
Miles
above below Pure*
Altitude (ft above msl)
at aite
atsource
Average elope
(ft.9et.mi.)
110 Drainage into Lake St. Clair betveen Clinton liver and Black Creek
111 Black Creek at Booth, Private claim 373, T.2 M., R.14 B.
112 Drainage into Lake St. Clair betveen Black Creek and Ventre de Beuf Drain
113 Ventre de Beuf Drain at mouth. Private claia 133, T.2 N., R.14 E.
114 Drainage into Lake St. Clair between Ventre de Beuf Drain and Cottrell Drain
115 Cottrell Drain above Peltier Drain,Private claim 736, T.2 N., R.13 E.
116 Peltier Drain at mouth. Private claim 736. T.2 N. , R.13 E.
117 Cottrell Drain at Peltier Drain,Private claim 736, T.2 N., R.13 E.
118 Cottrell Drain at mouth, Private claim 225, T.I N., R.13 E.
119 Drainage into Lake St. Clair betveen Cottrell Drain and Tebo Drain
120 Tebo Drain at mouth, Private claim 566, T.I N., R.13 E.
121 Drainage into Lake St. Clair between Tebo Drain and Mulso Drain
122 Mulao Drain at mouth. Private claim 170, T.I N., R.13 E.
123 Drainage into Lake St. Clair between Mulso Drain and Couches Drain
124 Couchez Drain at mouth, Private claim 630, T.I N., R.13 E.
125 Drainage into Lake St. Clair betveen Couches Drain and French Drain
126 French Drain at mouth, Private claim 625, T.I N., R.13 E.
1.11
2.2 575 575
0.10
1.58
.76
1.81
2.22
1.52 .9 1.8 577 587
2.3 575 580
1.9 577 590
2.63 .9 1.8 577 587
2.7 575 587
2.8 575 600
3.11
.13
1.64
.24
2.28 0 3.0 575 609
.36
2.00 0 3.2 575 613
2.02
1.62 0 2.2 575 595
2.2
5.6
6.8
5.6
4.4
8.9
11.3
11.9
9.1
Num ber
key
Stream and location
i i 3 4 5 6 7|8 Ranking order
Drainagearea
(sa.al.)
Mi lee
above aouth
belov source
Altitude (It above asl)
at ite
at source-
Average slope
(ft.per.ai,)
127 Drainage into Lake St. Clair between 0.07 French Drain and Junction Branch
128 Junction Branch at aouth, SW1/4 sec.14, 2.60 T.I N., R.13 E.
129 Drainage into Lake St. Clair between .37 Junction Branch and Mesel Drain
130 Mesel Drain at mouth, NW1/4 aec.23, .73 T.I N., R.13 E.
131 Drainage into Lake St. Clair between .34 Mesel Drain and Martin Drain
132 Martin Drain at aouth. Private claia 1.80 623. T.I N., R.13 E.
133 Drainage into Lake St. Clair between 1.07 Martin Drain and Kern Drain
134 Kern Drain above Muaaer Drain, Private 1.62 claia 599, T.I N., R.13 E.
135 Muaaer Drain at aouth, Private claia .71 599. T.I N., R.13 E.
136 Kern Drain at Muaaer Drain, Private 2.33 claia 599, T.I N., R.13 E.
137 Kern Drain at aouth. Private claia 5.51 599. T.I N., R.13 E.
138 Drainage into Lake St. Clair between .25 Kern Drain and Chapaton Drain
139 Chapaton Drain at aouth, Private 5.61 claia 599, T.I N., R.13 E.
140 Milk River above unnaaed tributary, 10.2 Private claim 224, T.I S., R.13 E.
141 Unnamed tributary at aouth. Private 5.90 claia 224. T.I S., R.13 E.
142 Milk River at unnaaed tributary, 16.1 Private claim 224. T.I S., R.13 E.
143 Milk River at aouth, Private claia 17.1 624. T.I N., R.13 E.
144 Drainage into Lake St. Clair between 3.50 Milk River and Fox River
2.7 575 601
1.9 575 589
4.7 575 620
1.0 2.9 579 619
1.6 579 594
1.0 2.9 579 619
3.9 575 619
3.2 575 591
1.4 1.8 577 580
2.8 577 589
1.4 1.8 577 580
3.2 575 580
8.3
7.9
9.6
13.8
9.4
13.8
11.3
5.0
1.7
4.3
1.7
1.6
Num ber
key 1
Scream and location
2 } 4 5 6 7|8 Ranking order
Drainage area
(so .mi .)
Miles
above mouth
below source
Altitude (ft above msl)
at site
at source
Average slope
(ft. per. ml.)
145 Fox River at mouth, T.2 S., R.13 E.
lit Drainage into Lake St. Clair between Fox River and Connera Creek
14? Conners Creek at mouth, T.2 S., R.13 E.
148 Drainage into Detroit River between Conners Creek and River Rouge
149 Drainage into Detroit River between River Rouge and Ecorse River
150 Bcorse River above Freeman Drain, NE1/4 sec.11, T.3 S., R.9 E.
151 Freeman Drain at mouth, NE1/4 sec.11, T.3 S., R.9 E.
152 Ecorse River at Freeman Drain, NE1/4 sec.11, T.3 S., R.9 E.
153 Ecorse River at M-17 (Ecorse Road), NW1/4 sec.12, T.3 S., R.9 E.
154 Ecorse River above Black Creek, SU1/4 c.l, T.3 S., R.9 E.
155 Black Creek at mouth, SW1/4 sec.l, T.3 S., R.9 E.
156 Ecorse River at Black Creek, SW1/4 sec.l, T.3 S. , R.9 E.
157 Ecorse River above Butler Drain, SW1/4 sec.31, T.2 S., R.10 E.
158 Butler Drain at mouth, SW1/4 sec.31, T.2 S., R.10 E.
159 Ecorse River at Butler Drain, SW1/4 sec.31, T.2 S., R.10 E.
160 Ecorse River above Douglas and Kelley Drain, SE1/4 sec.31, T.2 S., R.10 E.
161 Douglas and Kelley Drain at mouth, SE1/4 sec.31, T.2 S., R.10 E.
162 Ecorse River at Douglas and Kelley Drain, SE1/4 sec.31. T.2 S., R.10 E.
6.79
2.35
3.18
65.6
2.39
2.33 13.6 4.9 624 662
.74
1.43
1.34
.88
2.3 624 646
3.07 13.6 4.9 624 662
4.04 12.8 5.7 620 662
4.32 12.5 6.0 619 662
3.0 619 644
5.75 12.5 6.0 619 662
7.64 11.0 7.5 613 662
2.7 613 644
8.98 11.0 7.5 613 662
9.33 10.5 8.0 611 662
1.1 611 623
10.2 10.5 8.0 611 662
7.8
9.6
7.8
7.4
7.2
8.3
7.2
6.5
11.5
6.5
6.4
10.9
6.4
10
Nu«~bar
k«7
Streaa and location
1 ««M» 6 7 8 Ranking order
Drainage area
( q.»i.)
Mi leaabove I baiov outh ] aourca
Altitude (ft above !)
at 1 at ait* J aourea (ft.par.ai*)
161 leoraa livar at Talagraph load (U.S.24). SB1/4 aac.32. T.2 S., R.10 B.
164 Beoraa River at Southfiald Road (M-17), Sll/4 aac.35. T.2 S., R.10 E.
165 leoraa River above Reeck Drain. ME1/4 aae.l. T.3 S., R.10 E.
166 Reack Drain at Mouth. NE1/4 aae.l. T.3 S.. R.10 B.
167 Bcoraa Rlvar at Raeck Drain. NE1/4 c.l, T.3 S., R.10 E.
168 Eeorsa River at Southfleld Road (M-17). Private claim 114. T.3 S.. R.ll E.
169 Long Drain above Snov Drain. NH1/4 aac.10. T.3 S.. R.10 B.
170 Snov Drain at mouth. NH1/4 aec.10, T.3 S., R.10 E.
171 Long Drain at Snov Drain. HV1/4 aec.10. T.3 S.. R.10 B.
172 Long Drain at Pelhaa Road. ME1/4 aec.10. T.3 S.. R.10 B.
173 German Drain at Pelham Road. SE1/4 aac.3. T.3 S.. R.10 E.
174 Ecorse River above South Branch. Prlvete claia 48. T.3 S.. R.ll E.
175 Roaenvorth Drain (headwaters of Sloaa and Ganong Drain) at Detroit Industrial Expressway (M-112) NE1/4 aec.15, T.3 S., R.9 E.
176 Slosa and Ganong Drain (headwater* of Sexton and Kllfoll Drain) at Holland Road, SW1/4 sec.18. T.3 S.. R.10 E.
177 Sexton and Kilfoll Drain (headwaters of South Branch) above Brighton Drain. SB1/4 aac.15. T.3 S.. R.10 E.
178 Brighton Drain at mouth, SE1/4 ec.15, T.3 8., R.10 E.
11.6
13.8
14.5
1.75
16.2
19.2
.82
2.53
3.35
3.73
1.42
29.1
9.1 9.4
6.2 12.3
4.8 13.7
0 3.5
4.8 13.7
1.4 17.1
1.7
0 3.9
1.7
2.6
1.9
.4 18.1
604
591
584
584
584
574
600
600
600
597
598
574
662
662
662
613
662
662
612
626
612
612
610
662
6.2
5.8
5.7
8.3
5.7
5.1
7.1
6.7
7.1
5.8
6.3
4.9
1.54 12.5 1.9 631 644
5.27 9.3 5.1 615 644
7.58 5.9 8.5 597 644
.98 0 3.1 597 625
6.8
5.7
5.5
9.0
11
Nun- ber
key
Stream And location
IT 3 4 t « 7
drainage area
( « * >
Milesabove below
o«rce
Altitude (tt above Milat
siteat
source
Average slope
tfc.fter.Bi.)
179 Sexton and Kilfoll Drain at BrightonDrain, SE1/4 tec.15, T.3 S., R.10 E.
180 Sexton and Kllfoil Drain above Bondie Drain, SW1/4 sec.14. T.3 S., R.10 E.
181 Bondie Drain at mouth, SW1/4 sec.14, T.3 S., R.10 E.
181 Sexton and Kllfoil Drain at BondieDrain, SU1/4 eec.14, T.3 S., R.10 E.
183 South Branch at Fort Road, NU1/4 sec.19, T.3 S., R.ll E.
184 South Branch at mouth. Private claim 48, T.3 S., R.ll E.
185 Bcorse River at South Branch, Private claim 48, T.3 S., R.ll E.
186 Ecorse River at mouth, Private claim 48, T.3 S., R.ll E.
187 Drainage into Detroit River betweenEcorse River and Huntington Creek
188 Huntington Creek at mouth, NW1/4 sec.8, T.4 S.. R.ll E.
189 Drainage into Detroit River between Huntington Creek and No. 2 Drain
190 Number 2 Drain at mouth. Private claim 345, T.4 S., R.10 E.
191 Drainage into Detroit River between No. 2 Drain and Frank and Poet Drain
192 Shook Drain (headwaters Packard Drain) above Vealy Drain, NW1/4 sec.22, T.3 S., R.9 E.
193 Vealy Drain at Wayne Road, SE1/4 sec.17, T.3 S., R.9 E.
194 Vealy Drain at mouth, NW1/4 sec.22, T.3 S., R.9 B.
195 Shook Drain at Vealy Drain,NU1/4 sec.22, T.3 S., R.9 E.
196 Packard Drain (headwaters Frank andPoet Drain) at Middle Belt Road,SE1/4 sec.23, T.3 S., R.9 E.
197 Frank and Poet Drain at TelegraphRoad (US-24), SE1/4 sec.29, T.3 S., £.10 B.
8.56
9.10
.81
9.91
13.8
15.4
44.5
44.6
6.10
2.64
1.79
2.68
1.43
5.9 8.5
4.9 9.5
0 1.8
4.9 9.5
2.0 12.4
0 14.4
.4 18.1
0 18.5
0 2.9
0 3.7
«
597 644
592 644
592 609
592 644
575 644
574 644
574 662
574 662
573 581
572 578
~_»
5.5
5.5
9.4
5.5
5.7
4.9
4.9
4.8
2.8
1.6
__
.58 16.8
7.77 10.7
1.3 634 643
7.4 604 643
6.9
1.33
2.46
3.04
4.76
1.6
0
16.8
14.2
2.3
3.9
1.3
3.9
645
634
634
624
672
672
643
643
11.7
9.7
6.9
4.9
5.3
12
Hun ker
key
Stream and location
i . 3 4 5 6 7 8 Ranking order
Drainage area
(sa.nl.)
Miles
above outh
below source
Altitude (ft above msl)
atsite
at source
Average lope
(ft.per.mi r )
196 Frank and Poet Drain above Sutllff and Kenope Drain, SE1/4 see. 35, T.3 S., R.10 B.
199 Sutliff and Kenope Drain at Telegraph Road (US-24), NB1/4 sec. 29, T.3 S., R.10 E.
10.3 7.5 10.6 586 643
1.50 4.3 2.5 605 625
5.4
8.0
200
201
202
203
204
205
206
207
208
209
210
211
212
213
Sutliff and Kenope Drain at outh, SE1/4 sec. 35, T.3 S., R.10 E.
Frank and Poet Drain at Sutliff and Kenope Drain, SE1/4 sec. 35, T.3 S., R.10 E.
Frank and Poet Drain at King Road, SW1/4 sec. 12, T.4 S., R.10 E.
Frank and Poet Drain above No. 1 Drain, SW1/4 sec. 25, T.4 S., R.10 E.
Nuaber 1 Drain at aouth, SW1/4 sec. 25, T.4 S., R.10 E.
Frank and Poet Drain at No. 1 Drain, SW1/4 sec. 25. T.4 S., R.10 E.
Frank and Poet Drain at Gibraltar Road, Private claim 54, T.5 S., R.10 E.
Frank and Poet Drain at aouth, SWl/4 sec.l, T.5 S., R.10 E.
Browns town Creek at Telegraph Road (US-24), SE1/4 sec. 8, T.4 S., R.10 E.
Browns town Creek above Clee Drain, NE1/4 sec. 27, T.4 S., R.10 E.
Clee Drain at »outh, NE1/4 sec. 27, T.4 S., R.10 E.
Brownstown Creek at Clee Drain, NE1/4 sec. 27, T.4 S., R.10 E.
Brownstown Creek above Marsh Creek, Private claim 345, T.4 S., R.10 E.
Blakely Drain (headwaters of Marsh
5.67
16.0
19.3
20.9
1.13
22.0
22.6
23.1
1.96
4.74
2.24
6.98
7.59
5.05
0
7.5
5.0
2.0
0
2.0
.7
0
7.9
4.4
0
4.4
2.1
11.8
6.8
10.6
13.1
16.1
4.0
16.1
17.4
18.1
2.8
6.3
2.6
6.3
8.6
5.5
586
586
578
573
573
573
572
572
604
584
584
584
574
614
625
643
643
643
591
643
643
643
618
618
599
618
618
656
5.7
5.4
5.0
4.3
4.5
4.3
4.1
3.9
5.0
5.4
5.8
5.4
5.1
7.6Creek) shore Hale Creak, HE1/4 »ec.2, T.4 S., R.9 E.
13
Num ber
fc«*Stream and location
i, . i. 5 61 71 8 Ranking order
Drainage area
< ! )
Milesabove below
source
Altitude fft above «sl)
at site
at source
Average lope
(ft.osr.mi.)
214
215
216
217
218
219
220
221
222
223
224
225
226
227
228
229
230
Hale Creek above Carter Drain, MB1/4 »ec.34, T.3 S., R.9 E.
Carter Drain at mouth, MB1/4 sec. 34, T.3 S., R.9 E.
Hale Creek at Carter Drain, HE1/4 sec. 34, T.3 S., R.9 E.
Hale Creek at mouth, NE1/4 sec. 2, T.4 S. , R.9 E.
Blakely Drain at Hale Creek, NE1/4 sec. 2, T.4 S., R.9 E.
Blakely Drain at Middle Belt Road, NE1/4 sec. 2, T.4 S., R.9 E.
Blakely Drain above Mizner Drain, SE1/4 sec. 31, T.3 S., R.10 E.
Mizner Drain above Texas Marsh Drain, NE1/4 sec. 36, T.3 S., R.9 E.
Texas Marsh Drain at mouth, HE1/4 sec. 36, T.3 S., R.9 E.
Mizner Drain at Texas Marsh Drain, NE1/4 sec. 36, T.3 S., R.9 E.
Mizner Drain at mouth, SE1/4 sec. 31, T.3 S., R.10 E.
Blakely Drain at Mizner Drain, SE1/4 sec. 31, T.3 S., R.10 E.
Blakely Drain at Telegraph Road (US-24), SE1/4 sec. 32, T.3 S., R.10 E.
Blakely Drain above VanKleef Drain, SE1/4 sec. 3, T.4 S.. R.10 E.
VanKleef Drain at mouth, SE1/4 sec. 3, T.4 S. , R.10 E.
Blakely Drain at VanKleef Drain, SE1/4 sec. 3, T.4 S., R.10 E.
Blakely Drain above Gudlth Drain,
3.74
1.91
5.65
6.54
11.6
11.6
13.7
1.72
.66
2.38
3.20
16.9
18.0
20.9
1.11
22.0
22.7
1.8
0
1.8
0
11.8
11.7
9.8
1.7
0
1.7
0
9.8
8.4
5.3
0
5.3
4.4
.4.2
3.3
4.2
6.0
5.5
5.6
7.5
3.8
2.0
3.8
5.5
7.5
8.9
12.0
2.1
12.0
12.9
624
624
624
614
614
613
604
619
619
619
604
604
599
588
588
588
585
667
660
667
667
656
656
656
634
628
634
634
656
656
656
608
656
656
10.2
10.9
10.2
8.8
7.6
7.7
6.9
3.9
4.5
3.9
5.5
6.9
6.4
5.7
9.5
5.7
5.5SW1/4 Bee.11, T.4 5., R.10 E.
14
Num ber
kej
Stream and location
1 3. 1 4 S 6
Drainage area
(sQ.mi.)
Milesabove belov
Altitude (ft above msl)
at site
atsource
Average slope
<ft.p«rt*l*l
231 Gudith Drain at south, SU1/4 sec.11, T.4 S., R.10 E.
232 Blakely Drain at Gudith Drain, SW1/4 sec.11, T.4 S., R.10 E.
233 Marsh Creek at mouth, Private claim 345, T.4 S., R.10 E.
234 Browns town Creek at Marsh Creek,Private claim 345, T.4 S., R.10 E.
235 Browns town Creek at Gibraltar Road, SW1/4 sec.l, T.5 S., R.10 E.
236 Brownstown Creek at mouth, SW1/4 sec.l, T.5 S., R.10 E.
237 Drainage into Lake Erie between Browns- town Creek and Buron River
238 Drainage into Lake Erie between Huron River and Mouillee Creek
239 Mouillee Creek above unnamed tributary, NW1/4 sec.27, T.5 S., R.10 E.
240 Mouillee Creek tributary at mouth, NW1/4 sec.27, T.5 S., R.10 E.
241 Mouillee Creek at unnamed tributary, NV1/4 sec.27, T.5 S., R.10 E.
242 Mouillee Creek above South Branch Mouillee Creek. SE1/4 sec.27, T.5 S., R.10 E.
243 South Branch Mouillee Creek at mouth, SE1/4 sec.27, T.5 S., R.10 E.
244 Mouillee Creek at South Branch Mouillee Creek, SE1/4 sec.27. T.5 S., R.10 E.
245 Mouillee Creek above LaudenschlagerDrain, NE1/4 sec.35, T.5 S., R.10 E.
246 Laudenschlager Drain at mouth, NE1/4 sec.35, T.5 S., R.10 E.
247 Mouillee Creek at mouth, NE1/4 sec.35, T.5 S., R.10 E.
248 Drainage into Lake Erie betweenMouillee Creek and Bathgate Drain
1.03
23.8
26.9
34.7
35.2
35.4
2.08
.79
3.48
1.59
5.07
5.40
1.41
6.81
8.62
4.15
12.8
.59
0 2.1
4.4 12.9
0 17.3
2.1 8.6
.4 10.3
0 10.7
2.4 3.7
0 2.9
2.4 3*7
1.6 4.5
0 2.2
1.6 4.5
0 6.1
0 5.7
0 6.1
« ««
585
585
574
574
572
572
574
574
574
572
572
572
572
572
572
608
656
656
618
618
618
592
594
592
592
589
592
592
593
592
_~
11.0
5.5
4.7
5.1
4.5
4.3
4.9
6.9
4.9
4.4
7.7
4.4
3.3
3.7
3.3
15
Num ber
fc«yStream and location
-L 2 3 4 J, 7 8 Ranking order ______ ___
Drainage area
(sq.mi.)
Mil«s
above below source
Altitude Cft above msl)
at site
at source
Average lope
(ft.oer.ml.)
249 Bathgate Drain at mouth, NB1/4 sec.2, I.6 8.. R.10 E.
250 Drainage into Lake Erie between Bath* gate Drain and Langton Drain
251 Langton Drain at mouth, SV1/4 sec.2, T.6 S.» R.10 E.
252 Drainage into Lake Erie between Langton Drain and Swan Creek
253 Bradshaw Drain at Rawsonville Road, Washtenaw-Wayne County line (headwaters of Swan Creek) , SE1/4 see.13, T.4 S., R.7 E.
254 Bradshaw Drain above Richards Drain, NW1/4 sec.5, T.5 S., R.8 E.
255 Richards Drain at mouth, NW1/4 ec.5, T.5 S., R.8 E.
256 Swan Creek at Richards Drain, NW1/4 sec.5, T.5 S., R.8 E.
257 Swan Creek above unnamed tributary, SE1/4 sec.4, T.5 S., R.8 E.
258 Swan Creek tributary at mouth, SE1/4 sec.4, T.5 S., R.8 E.
259 Swan Creek at unnamed tributary (Sumpter Road), SE1/4 sec.4, T.5 S., R.8 E.
260 Swan Creek above Disbrow Drain, SE1/4 sec.l, T.5 S., R.8 E.
261 Disbrow Drain at Sumpter Road, SE1/4 sec.21, T.4 S., R.8 E.
262 Disbrow Drain above Clark MoreyDrain, NE1/4 sec.35, T.4 S., R.8 E.
263 Clark Morey Drain above Lords Drain, MW1/4 sec.35, T.4 S., R.8 E.
264 Lords Drain at mouth, NW1/4 sec.35, T.4 S., R.8 E.
265 Clark Morey Drain at Lords Drain, Wl/4 sec.35, T.4 S., R.8 E.
2.03 0
.41
3.09 0
.08
3.50 25.3
10.5 20.8
1.43 0
11.9 20.8
13.3 19.1
.81 0
14.1 19.1
17.5 15.6
3.35 5.0
3.97 2.5
2.48 .1
1.70 0
4.18 .1
3.6 572
4.5 572
5.1 665
9.6 636
1.8 636
9.6 636
11.3 630
2.1 630
11.3 630
14.8 611
4.8 643
7.3 625
4.4 626
2.5 626
4.4 626
588
589
711
711
645
711
711
639
711
711
684
684
655
644
655
4.4
3.8
9.0
7.8
5.0
7.8
7.2
4.3
7.2
6.8
8.5
8.1
6.6
7.2
6.6
16
bar
kej , 1 2
Stream and Location
3 4 5 6 ?l 8 Ranking, order
Drainage area
(aa.ai.)
Miles
above Ottth
belov ourca
Altituda (ft above !)at
iteat
aource
Average alopie
(ft.per.ai.)
268 Clark Moray Drain at aouth, MB1/4 sec.35, T.4 S.. R.8 E.
267 Diabrov Drain at Clark Morey Drain, ME1/4 sec.35, I.4 S., R.8 E.
268 Oiabrov Drain at Mouth, SB1/4 aec.l, T.5 S.. R.8 E.
269 Svan Creek at Diabrow Drain, SE1/4 aec.l, T.5 S., R.8 B.
270 Svan Creek above Mosquito Drain, NE1/4 sec.7, T.5 S., R.9 E.
271 Mosquito Drain at mouth. HE1/4 sec.7, T.5 S., R.9 E.
272 Svan Creek at Mosquito Drain, NE1/4 sec.7, ¥.5 S., R.9 E.
273 Svan Creek at Chesapeake and OhioR.R., HW1/4 sec.8, T.5 S., R.9 E.
274 Svan Creek above North Branch SvanCreak, ME1/4 sec.9, T.5 S., R.9 B.
275 north Branch Svan Creek atHaahtenav-Vayne County line, NE1/4 aec.l. T.4 S., R.7 E.
276 Horth Branch Svan Creek at Suapter Road, NE1/4 aec.9, T.4 S., R.8 E.
277 North Branch Svan Creek at Martins- ville Road, SE1/4 aec.10, T.4 S., R.8 E.
278 Horth Branch Svan Creek above Burnap Drain, SW1/4 sec.24, T.4 S., R.8 E.
279 Burnap Drain above Carroll Drain, SE1/4 sec.23, T.4 S., R.8 E.
280 Carroll Drain at mouth, SE1/4 sec.23, T.4 S., R.8 E.
281 Burnap Drain at Carroll Drain, SE1/4 sec.23. T.4 S., R.8 E.
4.19 4.5 625 655
8.16 2.5 7.3 625 684
9.78 9.8 611 684
27.3 15.6 14.8 611 711
29.0 14.3 16.1 603 711
2.58 4.7 603 633
31.6 14.3 16.1 603 711
34.6 13.6 16.8 600 711
35.7 12.0 18.4 596 711
1.44 13.6 2.2 684 699
3.51 9.9 5.9 665 699
6.77 8.0 7.8 646 699
10.4 5.4 10.4 624 699
.40 .7 1.1 627 632
2.52 0 2.9 627 649
2.92 .7 1.1 627 632
6.7
8.1
7.4
6.8
6.7
6.4
6.7
6.6
6.2
6.8
5.8
6.8
7.2
4.5
7.6
4.5
17
Num ber
MyStream and location
JL « 4 5 6 71 8 Ranking order _______
Drainage area
(so.«i.)
Milesabove mouth
below
Altitude fft above » !)
at sita
at source
Average slope
(ft. per. mi.)
282
283
284
285
286
287
288
289
290
291
292
293
294
295
296
297
298
299
Bur nap Drain at mouth, SV1/4 ec.24, T.4 S., R.8 E.
Horth Branch Swan Creek at Burnap Drain. SW1/4 sec. 24, T.4 S.. R.8 E.
Horth Branch Swan Creek at Clark load, SE1/4 sec. 24, T.4 S.. R.8 E.
Horth Branch Swan Creek above Townline Drain, NE1/4 sec. 30, T.4 S., R.9 E.
Townline Drain at mouth, NE1/4 sec. 30, T.4 S., R.9 E.
North Branch Swan Creek at Townlina Drain, NE1/4 sec. 30, T.4 S.» R.9 E.
North Branch Swan Creak at Chesapeake and Ohio R.R., NU1/4 sec. 32, T.4 S., R.9 E.
Horth Branch Swan Creek at Will Carleton Drive, (Uayne-Monroe County line), SE1/4 sec. 32, T.4 S., R.9 E.
North Branch Swan Creek at mouth, NE1/4 sec. 9, T.5 S., R.9 E.
Swan Creek at North Branch Swan Creek, HE1/4 tec. 9, T.5 S., R.9 E.
Swan Creek above Duff Drain, NE1/4 sec. 9, T.5 S., R.9 E.
Duff Drain at mouth, NE1/4 sec. 9, T.5 S., R.9 E.
Swan Creek at Duff Drain, NE1/4 sec. 9, T.5 S., R.9 E.
Swan Creek above Middle Creek, NV1/4 sec. 15, T.5 S., R.9 E.
Middle Creek at mouth, NW1/4 sec. 15, T.5 S., R.9 E.
Swan Creek at Middle Creek, NW1/4 sec. 15, T.5 S., R.9 E.
Swan Creek above Little Swan Creek, SE1/4 sec. 23, T.5 S., R.9 E.
Creen Drain aboye Teall Drain (head-
3.12
13.5
14.2
14.4
2.57
17.0
19.4
20.3
21.2
56.9
56.9
3.23
60.2
61.3
.85
62.1
63.0
1.41
0
5.4
4.8
3.9
0
3.9
2.6
1.9
0
12.0
11.9
0
11.9
10.8
0
10.8
8.2
8.0
1.8
10.4
11.0
11.9
3.2
11.9
13.2
13.9
15.8
18.4
18.5
4.2
18.5
19.6
1.9
19.6
22.2
4.4
624
624
621
616
616
616
608
605
596
596
595
595
595
592
592
592
585
622
632
699
699
699
650
699
699
699
699
711
711
620
711
711
604
711
711
640
4.4
7.2
7.1
7.0
10.6
7.0
6.9
6.8
6.5
6.2
6.3
6.0
6.3
6.1
6.3
6.1
5.7
4.1waters of Little Swan Creek) MW1/4 sec.14, T.5 8., ft.8 B.
18
Hw»- fcer
kav 1
Streaa and location
i 9 14* 6 7 8 RankinB. order
Drainage area
(sa.ai.)
Milesabove I belov aouth 1 source
Altitude (ft above asl)
atsite
at source
Average slope
. (ft.ver.ai.)
300 Teall Drain at aouth. HV1/4 see.14. T.5 S., 1.8 £.
301 Little Svan Creek at Teall Drain, UW1/4 tee.14. T.5 S., R.8 E.
302 Little Svan Creek at Burnt Road, SH1/4 sec.19, T.5 S., R.9 E.
303 Little Swan Creek at Maxwell Road, NB1/4 sec.30, T.5 S., R.9 E.
304 Little Swan Creek above BeaverdaaDrain, SE1/4 sec.21, T.5 S., R.9 E.
305 Beaverdaa Drain at mouth, SE1/4 sec.21, T.5 S., R.9 E.
306 Little Swan Creek at Beaverdaa Drain, SE1/4 sec.21, T.5 S., R.9 E.
307 Little Swan Creek at Mouth, SE1/4 sec.23, T.5 S., R.9 E.
308 Svan Creek at Little Swan Creek, SE1/4 sec.23, T.5 S., R.9 E.
309 Svan Creek above Grundaan Drain, KV1/4 sec.25, T.5 S.., R.9 E.
310 Grundaan Drain at Mouth, HW1/4 sec.25, T.5 S., R.9 E.
311 Swan Creek at Grundaan Drain, HW1/4 sec.25. T.5 S., R.9 E.
312 Svan Creek above Colburn Drain, NE1/4 sec.36, T.5 S., R.9 E.
313 Colburn Drain above Rofter andMcCoraick Drain, SW1/4 sec.26, T.5 S., R.9 E.
314 Rofter and McCoraick Drain at aouth, SW1/4 sec.26, T.5 S., R.9 E.
315 Colburn Drain at Rofter and McCoraick Drain, SW1/4 sec.26, T.5 S., R.9 E.
316 Colburn Drain at aouth, HE1/4 sec.36, T.5 S., R.9 E.
317 Svan Creek at Colburn Drain, ME1/4 sec.36, T.5 S., R.9 1.
1.85
3.26
6.76
7.63
8.63
1.42
10.0
13.4
76.3
79.2
1.36
80.6
81.4
.77
1.75
2.52
3.80
85.2
0
8.0
4.8
4.3
2.1
0
2.1
0
8.2
7.3
0
7.3
5.5
1.9
0
1.9
0
5.5
3.1
4.4
7.6
8.1
10.3
3.1
10.3
12.4
22.2
23.1
3.1
23.1
24.9
2.2
3.5 .
2.2
4.1
24.9
622
622
607
604
595
595
595
585
585
583
583
583
579
594
594
594
579
579
639
640
640
640
640
614
640
640
711
711
604
711
711
607
609
607
607
711
5.5
4.1
4.3
4.4
4.4
6.1
4.4
4.4
5.7
5.5
6.8
5.5
5.3
5.9
4.3
5.9
6.8
5.3
SS="bar
* *
Stream and location
1 2 1 4 «> 6 JL
Drainage area
(«q.»j.)
Milesabove outb
below source
Altitude (ft above !)
at site
at source
Average a lope
(ft.oer.mi.)
3H Swan Creek above Yoas Drain, ME1/4 86.8 sec.l. T.6 S.. K.9 E.
319 Teas Drain at mouth, NE1/4 sec.l, 1.56 T.6 S., R.9 E.
320 Swan Creek at Yoas Drain, NE1/4 sec.l, T.6 S., R.9 E.
321 Swan Creek at Oldport, SE1/4 sec.6, T.6 S., R.10 E.
322 Swan Creek above Little Swan Creek, 90.6 NE1/4 sec.7, T.6 S., R.10 E.
323 Little Swan Creek at 1-75, SE1/4 sec.2, T.6 S., R.9 E.
4.3 26.7 576 711
2.5 576 603
88.4 4.3 26.1 576 711
90.2 2.7 27.7 572 711
2.1 28.3 572 711
1.90 2.6 3.5 587 609
324 Little Swan Creek above Miller and 3.45 Malosh Drain, NV1/4 sec.7, T.6 S., R.10 E.
325 Miller and Malosh Drain at mouth, 1.85 NV1/4 sec.7, T.6 S.. R.10 E.
326 Little Swan Creek at Miller and 5.30 Malosh Drain, NW1/4 sec.7, T.6 S., R.10 E.
327 Little Swan Creek at mouth, NE1/4 5.53 sec.7, T.6 S., R.10 E.
328 Swan Creek at Little Swan Creek, 96.2 NE1/4 sec.7, T.6 S., R.10 E.
329 BlanchettDrain at mouth, SE1/4 .79 sec.8, T.6 S., R.10 E.
330 Swan Creek above unnamed tributary, 99.0 NV1/4 sec.16, T.6 S., R.10 E.
331 Swan Creek tributary at mouth, 2.45 NW1/4 sec.16, T.6 S., R.10 E.
332 Swan Creek at unnamed tributary, 101 NW1/4 sec.16, T.6 S. ( R.10 E.
333 Swan Creek at mouth, NE1/4 sec.16, 103 T.6 S., R.10 E.
.8 5.3 574 609
3.5 574 601
.8 5.3 574 609
6.1 572 609
2.1 28.3 572 Ml
1.4 572 584
5 29.9 572 711
3.3 572 588
.5 29.9 572 711
30.4 572 711
5.2
10.8
5.2
5.0
4.9
6.3
6.6
7.7
6.6
6.1
4.9
8.6
4.6
4.8
4.6
4.6
20
her
ke,
334
335
336
337
338
339
340
341
342
343
344
345
Drainage 1 | r^-LL^i >nd location ____________ area Miles
, above be Lil£.J.A-3__6 7 8 Ranking order ________ (sq.ai.) mouth so
Drainage into Lake Erie between Swan 2.45 Creek and Walker Drain
Walker Drain at Mouth, NW1/4 sec. 30. 3 85 0 T.6 S., R.lO E.
Drainage into Lake Erie between Walker .03 Drain and Stony Creek
Altitude Average 1ft above »sl) slope
low at at
5.3 572 598 4.9
Stony Creek above unnamed tributary, 2.64 31.5 3.0 683 789 35.3 SW1/4 sec. 17, T.4 S., R.7 K.
St c^/? reek trlbutary a* mouth, 1.18 0 2.2 683 738 25.0 SW1/4 sec. 17, T.4 S. , R.7 E.
St ° nL?/fek 8t unnamed tributary, 3.82 31.5 3.0 683 789 35.3 SW1/4 sec. 17, T.4 S., R.7 E.
Stony Creek above North Branch Stony 4.18 30.3 4.2 675 789 27 1 Creek, SE1/4 sec. 17, T.4 S., R.7 E.
North Branch Stony Creek at mouth, .65 0 SE1/4 sec. 17, T.4 S., R.7 E.
Stony Creek at North Branch Stony 4.83 30.3 4 Creek, SE1/4 sic. 17, T.4 S., R.7 E.
Stony Creek at Willow Road, SE1/4 6.32 28.9 5 sec. 21, T.4 S., R.7 E.
Stony Creek above Buck Creek, SE1/4 7.07 27.8 6 sec. 28, T.4 S., R.7 E.
Buck Creek at mouth, SE1/4 sec. 28, 3.84 0 6 T.4 S. , R.7 E.
346 Stony Creek at Buck Creek, SE1/4 10 9 27 8 6 sec. 28, T.4 S., R.7 E.
347 Stony Creek above Sugar Creek, NE] /4 11 0 27 4 7 sec. 33, T.4 S., R. 7 E.
348
349
350
351
SUS!f,? r"k ab °Ve Mcl "tyre Drain, 4.72 2,5 5 NE1/4 sec. 30, T.4 S., R.7 E.
Mclntyre Drain at »outh, NE1/4 3.39 0 3. sec. 30, T.4 S., R.7 E.
Sugar Creek at Mclntyre Drain, 8 11 2.5 5 NE1/4 sec. 30, T.4 S., R.7 E.
Sugar Creek at Goodlng Road, SE1/4 8.28 2.1 5.
.9 675 680 5.6
.2 675 789 27.1
.6 664 789 22.3
.7 657 789 19.7
.3 657 787 20.6
.7 657 789 19.7
.1 654 789 19.0
.1 673 781 21.2
9 673 715 10.8
1 673 781 21.2
5 669 781 20.4
21
Num ber
key
Stream and location
1 2 3 4 > 6 7 8 Ranking order
Drainage area
(sq.ni.)
Milesabove outh
below source
Altitude (ft above msl)
at site
at source
Average lope
(ft. per. !.)
352
353
354
355
356
357
358
359
360
361
362
363
364
365
366
367
J68
369
Sugar Creek above unnamed tributary.NW1/4 sec. 33, T.4 S. , R.7 E.
Sugar Creek tributary at mouth,NW1/4 sec. 33, T.4 S., R.7 E.
Sugar Creek at unnamed tributary,NW1/4 sec. 33, T.4 S., R.7 E.
Sugar Creek at Fuller Road, NW1/4sec. 33, T.4 S. , R. 7 E.
Sugar Creek at mouth, NE1/4 sec. 33,T.4 S. , R.7 E.
Stony Creek at Sugar Creek, NE1/4sec. 33, T.4 S., R.7 E.
Stony Creek above unnamed tributary(Washtenaw-Monroe County line),NE1/4 sec. 3, T.4 S. , R.7 E.
Stony Creek tributary at mouth,SE1/4 sec. 34, T.4 S. , R.7 E.
Oakville Drain at mouth, NE1/4sec. 3, T.5 S. , R.7 E.
Stony Creek at Oakville Drain, NE1/4sec. 3, T.5 S. , R.7 E.
Stony Creek above Paint Creek, NE1/4sec. 3, T.5 S. , R.7 E.
Paint Creek at Hewitt Drive, NE1/4sec. 7, T.3 S. , R.7 E.
Paint Creek at 1-94, U.S. 12, Privateclaim 680, T.3 S. , R.7 E.
Paint Creek above unnamed tributary.NE1/4 sec. 20, T.3 S., R.7 E.
Paint Creek tributary at TextileRoad, NE1/4 sec. 30, T.3 S., R.7 E.
Paint Creek tributary above unnamedtributary, Private claim 681, T.3 S.,R. 7 E.
Unnamed tributary at mouth, Privateclaim 681, T.3 S. , R.7 E.
Paint Creek tributary at unnamed
9.12 0.6
3.94 0
13. 1 .6
13.4 .2
13.4 0
24.5 27.4
25.2 25.8
5. 32 0
2.03 0
32.5 25.8
32.6 25.6
2.64 14.0
4.37 12.3
5.84 11.2
6.30 1.6
6.84 .5
1.95 0
8.79 .5
7.0
3.8
7.0
7.4
7.6
7.1
8.7
6.3
3.4
8.7
8.9
2.7
4.4
5.5
3.7
4.8
2.1
4.6
660
660
660
656
654
654
645
645
645
645
645
775
747
732
750
739
739
739
781
795
781
781
781
789
789
685
665
789
789
827
827
827
817
817
811
817
17.3
35.5
17.3
16.9
16.7
19.0
16.6
6.3
5.9
16.6
16.2
19.3
18.2
17.3
18.1
16.2
34.3
16.2tributary. Private claim 681, T.3 S., R.7 E.
22
Nu»- ber
key
Stream and location
1 ? 1 4 S 6 7 8 Ranking order __________
Drainage area
(sq.mi.)
Milesabove outh
below source
Altitude (ft above msl)
at site
at source ,
Average slope
(ft. per. mi.)
370
371
372
373
374
375
376
377
378
379
380
381
382
383
384
385
386
Paint Creek tributary at mouth,NE1/4 sec. 20, T.3 S. , R.7 E.
Paint Creek at unnamed tributary.NE1/4 sec. 20, T.3 S., R.7 E.
Paint Creek at Whittaker Road,SEl/4 sec. 28, T.3 S., R. 7 E.
Paint Creek at Merritt Road, SKI/4sec. 28, T.3 S. , R.7 E.
Paint Creek above unnamed tributary,SEl/4 sec. 34, T.3 S., R.7 E.
Paint Creek tributary at mouth.SEl/4 sec. 34, T.3 S., R.7 E.
Paint Creek at unnamed tributary,SEl/4 sec. 34, T.3 S. , R.7 E.
Paint Creek above West Branch PaintCreek, NE1/4 sec. 15, T.4 S., R.7 E.
West Branch Paint Creek aboveHevens Drain, SEl/4 sec. 4, T.4 S.,R.7 E.
Hewens Drain at mouth, SEl/4sec. 4, T.4 S. , R. 7 E.
West Branch Paint Creek at HewensDrain, SEl/4 sec. 4, T.4 S., R.7 E.
West Branch Paint Creek at mouth,NE1/4 sec. 15, T.4 S., R.7 E.
Paint Creek at West Branch Paint Creek,NE1/4 sec. 15, T.4 S. , R.7 E.
Paint Creek above McCarthy Drain,NW1/4 sec. 15, T.4 S. , R. 7 E.
McCarthy Drain above unnamedtributary, SEl/4 sec. 9, T.4 S.,R. 7 E.
McCarthy Drain tributary at mouth,SEl/4 sec. 9, T.4 S. , R. 7 E.
McCarthy Drain at unnamed tributary.
8.95
14.8
17.3
17.5
18.0
2.36
20.3
21.9
2.03
1.49
3.52
5.01
26.9
27.0
1 .68
2.37
4.05
0
11.2
8.9
8.6
7.1
0
7.1
4.6
2.2
0
2.2
0
4.6
4.4
1.0
0
1.0
5.3
5.5
7.8
8.1
9.6
3.4
9.6
12.1
2.9
2.7
2.9
5.1
12.1
12.3
4.3
3-3
4.3
732
732
705
703
688
688
688
669
689
689
689
669
669
667
675
675
675
817
827
827
827
827
735
827
827
763
759
763
763
827
827
793
758
793
16.0
17.3
15.6
15.3
14.5
13.8
14.5
13.1
25.5
25.9
25.5
18.4
13.1
13.0
27.4
25.2
27.4
387
(Judd Road), SEl/4 sec.9, T.4 S., R.7-E.
McCarthy Drain at mouth, NW1/4 ec.15, T.4 S., R.7 E.
4.86 5.3 667 793 23.8
23
Num ber
key
Stream and location
1 2 4 7 8 Ranking order ________
Drainage area
(gq.mi.)
Milesabove mouth
below source.
Altitude (ft above «sl)
at site
at source
Average lope
(f t.per.ai.)
388
369
390
391
392
393
394
395
396
397
398
399
400
401
402
403
404
Paint Creek at McCarthy Drain, NW1/4sec. 15, T.4 S. , R. 7 E.
Paint Creek above unnamed tributary.SE1/4 sec. 22, T.4 S. , R. 7 E.
Paint Creek tributary at mouth.SE1/4 sec. 22, T.4 S. , R.7 K.
Paint Creek at unnamed tributary,SE1/4 sec. 22, T.4 S., R.7 E.
Paint Creek at Liss Road, NE1/4sec. 34, T.4 S. , R.7 E.
Paint Creek at mouth, NE1/4 sec. 3,T.5 S.. R.7 E.
Stony Creek at Paint Creek, NE1/4sec. 3, T.5 S. , R.7 E.
Stony Creek at Tuttle Hill Road, NE1/4sec. 3, T.5 S. , R.7 E.
Stony Creek above Lelsey Drain, NW1/4sec. 2, T.5 S. , R.7 E.
Lelsey Drain at mouth, NW1/4 sec. 2,T.5 S. , R.7 E.
Stony Creek at Lelsey Drain, NW1/4sec. 2, T.5 S. , R.7 E.
Stony Creek above Polzin Drain, NW1/4sec.l, T.5 S. , R.7 E.
Big Marsh Drain (headwaters of PolzinDrain), SE1M sec. 14, T.4 S., R.7 E.
Big Marsh Drain above unnamedtributary, SE1/4 sec. 24, T.4 S.,R. 7 E.
Big Marsh Drain tributary at mouth.SE1/4 sec. 24, T.4 S., R.7 E.
Big Marsh Drain at unnamed tributary,SE1/4 sec. 24, T.4 S. , R.7 E.
Big Marsh Drain above unnamed
31.9
32.3
1.10
33.4
34.9
35.7
68.3
68.3
69.2
.68
69.9
70.3
2.74
3.77
1.16
4.93
5.26
4.4
3.1
0
3.1
0.9
0
25.6
25.5
25.0
0
25.0
24.3
4.1
2.9
0
2.9
2.0
12.3
13.6
2.1
13.6
15.8
16.7
8.9
9.0
9.5
1.9
9.5
10.2
3.1
4.3
2.5
4.3
5.2
667
662
662
662
649
645
645
644
643
643
643
641
668
662
662
662
656
627
827
677
827
827
827
789
789
789
664
789
789
685
685
677
685
685
13.0
12.1
7.1
12.1
11.3
10.9
16.2
16.1
15.4
11.1
15.4
14.5
5.5
5.3
6.0
5.3
5.6
405
tributary, NE1/4 sec.25, T.4 S., R.7 E.
Unnamed tributary at mouth, NE1/4 sec.25, T.4 S., R.7 E.
.82 1.4 656 664 5.7
24
Num ber
key
Stream and location
1 2 3 4 5 6 7 8 Ranking order
Drainage area
(sq.mi.)
Milesabove mouth
below source
Altitude (ft above msl)
at site
at source
Average slope
(f t.per.al.)
406 Polzin Drain at unnamed tributary, NE1/4 sec.25, T.4 S., R.7 E.
407 Polzin Drain at Torrey Road, SE1/4 sec.35, T.4 S., R.7 E.
408 Polzin Drain at mouth, NW1/4 sec.l, T.5 S., R.7 E.
409 Stony Creek at Polzin Drain, NW1/4 sec.l, T.5 S., R.7 E.
410 Stony Creek above Amos Palmer Drain, NW1/4 sec.18, T.5 S., R.8 E.
411 Amos Palmer Drain above North Branch Amos Palmer Drain, NE1/4 sec.13, T.5 S., R.7 E.
412 North Branch Amos Palmer Drain at mouth, NE1/4 sec.13, T.5 S., R.7 E.
413 Amos Palmer Drain at North Branch Amos Palmer Drain, NE1/4 sec.13, T.5 S. , R.7 E.
414 Amos Palmer Drain above South Branch Amos Palmer Drain, NE1/4 sec.13, T.5 S., R.7 E.
415 South Branch Amos Palmer Drain atmouth, NE1/4 sec.13, T.5 S., R.7 E,
416 Amos Palmer Drain at South Branch Amos Palmer Drain, NE1/4 sec.13, T.5 S., R.7 E.
417 Amos Palmer Drain at mouth, NW1/4 sec.18, T.5 S., R.8 E.
418 Stony Creek at Amos Palmer Drain, NW1/4 sec.18, T.5 S., R.8 E.
419 Stony Creek above Herkimer Drain, SW1/4 sec.17, T.5 S., R.8 E.
420 Herkimer Drain at mouth, SU1/4 sec.17, T.5 S., R.8 E.
^21 Stony Creek at Herkimer Drain, SW1/4 ec.17, T.5 S,, R.8 E.
6.08 2.0 5.2 656 685
7.14 .3 6.9 643 685
7.18
4.98
7.2 641 685
77.5 24.3 10.2 641 789
79.7 21.0 13.5 631 789
1.21 .9 2.6 634 664
2.4] 0 1.8 634 650
3.62 .9 2.6 634 664
3.63 .8 2.7 634 664
.82 0 1.7 634 645
4.45 .8 2.7 634 664
4.67 0 3.5 631 664
84.4 21.0 13.5 631 789
84.7 19.9 14.6 628 789
5.0 628 660
89.6 19.9 14.6 628 789
5.6
6.1
6.1
14.5
11.7
11.5
8.9
11.5
11.1
6.5
11.1
9.4
11.7
11.0
6.4
11.0
HUB- her
*«I
.Stream and location
1 2 3 4 5 6 7 8 Ranking order
Drainage area
(sa.«i.)
Milesabove mouth
below source
Altitude (ft above »sl)
at ite
at source
Average slope
fft.per.ai.)
422 Stony Creek above Cranberry Drain, SW1/4 sec.16, T.5 S., R.8 E.
423 Cranberry Drain at mouth, SW1/4 sec.16, T.5 S., R.8 E.
424 Stony Creek at Cranberry Drain, SW1/4 sec.16, T.5 S., R.8 E.
425 Stony Creek above Little Stony Creek, SU1/4 sec.22, T.5 S., R.8 K.
426 Little Stony Creek above.Bitz Drain, NU1/4 sec.20, T.5 S., R.8 E.
427 Bitz Drain at mouth, NW1/4 sec.20. T.5 S., R.8 E.
428 Little Stony Creek at Bitz Drain, NW1/4 sec.20, T.5 S., R.8 E.
429 Little Stony Creek at mouth, SW1/4 sec.22, T.5 S., R.8 E.
430 Stony Creek at Little Stony Creek, SU1/4 sec.22, T.5 S., R.8 E.
431 Stony Creek above Beaver Swale Drain, SU1/4 sec.23, T.5 S., R.8 E.
432 Beaver Swale Drain at mouth, SU1/4 sec.23, T.5 S., R.8 E.
433 Stony Creek at Beaver Swale Drain, SWIM sec.23, T.5 S., R.8 E.
434 Stony Creek above Ross Drain, NW1/4 sec.25, T.5 S., R.8 E.
435 Ross Drain at Sumpter Road, NE1/4 sec.28, T.5 S., R.8 E.
436 Ross Drain at mouth, NW1/4 sec.25, T.5 S. t R.8 E.
437 Stony Creek at Ross Drain, NW1/4 sec.25, T.5 S., R.8 E.
438 Stony Creek at Exeter Road, NE1/4 sec.25, T.5 S., R.8 E.
439 Stony Creek at North Stony Creek Road, NE1/4 sec.31, T.5 S., R.9 E.
90.5 18.2 16.3 624 789
1.87
1.14
1.19
2.7 624 640
92.4 18.2 16.3 624 789
94.0 16.3 18.2 618 789
2.09 2.2 3.9 631 645
1.6 631 640
3.23 2.2 3.9 631 645
4.32 0 6.1 618 645
98.3 16.3 18.2 618 789
98.8 14.7 19.8 614 789
3.6 614 634
99.9 14.7 19.8 614 789
102 12.9 21.6 611 789
.82 2.9 1.5 624 635
2.24 0 4.4 611 635
105 12.9 21.6 611 789
105 12.0 22.5 608 789
107 9.9 24.6 602 789
10.1
5.9
10.1
9.4
3.6
5.6
3.6
4.4
9.4
8.8
5.6
8.8
8.2
7.3
5.5
8.2
8.0
7.6
26
Num ber
key
Stream and location
1 2 3 4 5 6 7 8 Ranking order
Drainage area
(sq.mi.)
Milesabove mouth
below source
Altitude (ft above »sl)
at site
at source
Average slope
fft.oer.Bi.)
640 Stony Creek above Robert Drain, NW1/4 sec. 5, T.6 S. , R.9 E.
441 Robert Drain above Jolin Hoffman Drain, NEI/4 sec. 34, T.5 S., R.8 E.
John Hoffman Drain at mouth, NEI/4 sec. 34, T.5 S. , R.8 E.
44J Robert Drain at John Hoffman Drain, NEI/4 sec. 34, T.5 S. , R.8 E.
444 Robert Drain above Kelly Drain, SEI/4 sec. 35, T.5 S. , R.8 E.
445 Kelly Drain at mouth, SEI/4 sec. 35, T.5 S. , R.8 E.
446 Robert Drain at Kelly Drain (FinzelRoad), SEI/4 sec. 35, T.5 S., R.8 E.
447 Robert Drain above Spaulding Drain, SW1/4 sec. 36, T.5 S., R.8 E.
448 Spaulding Drain at mouth, SU1/4 sec. 36, T.5 S. , R.8 E.
449 Robert Drain at Spaulding Drain, SW1/4 sec. 36, T.5 S. , R.8 E.
450 Robert Drain at mouth, NW1/4 sec. 5, T.6 S 1. , R.9 E.
a5i Stony Creek at Robert Drain, NW1/4 sec. 5, T.6 S. , R.9 E.
452 Stony Creek above Webb and ReisdorfDrain, Private claim 476, T.6 S., R.9 E.
453 Webb and Reisdorf Drain at month,Private claim 476, T.6 S., R.9 E.
454 Stony Creek at Webb and Reisdorf Drain, Private claim 476, T.6 S., R.9 E.
455 Stony Creek at mouth, NEI/4 sec. 25, T.6 S. , R.9 E.
456 Drainage into Lake Erie between Stony Creek and Sandy Creek
457 Sandy Creek above South Branch Sandy Creek, NEI/4 sec. 36, T.5 S. t R.7 E.
108
1.
2.
3.
4.
5.
5.
1 .
6.
8.
85
14
99
49
59
08
28
00
28
82
8.4
4.4
0
4.4
3.J
0
3.1
2.7
0
2.7
0
26.1
3.9
4.
3.
5.
1 .
5.
5.
2.
5.
8.
3
9
2
7
2
6
6
6
3
599
620
620
620
613
613
613
612
612
612
599
789
635
638
635
635
624
635
635
629
635
635
7.3
3.8
4.2
3.8
4.2
6.5
4.2
4.1
6.5
4.1
4.3
116
121
2.17
123
124
1.16
I .61
8.4 26.1 599 789
1.2 33.3 577 789
3.8 577 603
1.2 33.3 577 789
34.5 572 789
15.1 3.7 636 665
7.3
6.4
6.8
6.4
6.3
7.8
27
Num ber
k*y
Stream and location
1 2 3 4 5 6 7 8 Ranking order
Drainage area
(sq .mi . )
Milesabove mo u tii
below source
Altitude (ft above msl)
at site
at source
Average slope
<ft.per.*l.)
ASS South Brancli Sandy Creek at mouth, 1.29 NE1/4 sec.36, T.5 S., R.7 E.
459 Sandy Creek at South Branch Sandy 2.90 Creek, NE1/4 sec.36, T.5 S., R. 7 E.
460 Sandy Creek above North Branch 2.95 Sandy Creek, Private claim 514, T.5 S., R.8 E.
<»6 I North Branch Sandy Creek Jt mouth, 2.10 Trlvate claim 514, T.5 S., R.8 E.
462 Sandy Creek at North Branch Sandy Creek, 5.05 Private claim 514, T.5 S., R.8 E.
463 Sandy Creek above Antes Drain, Private 5.73 claim 508, T.5 S., R.8 E.
464 Antes Drain at mouth, Private claim .87 508, T.5 S. , R.8 E.
465 Sandy Creek at Antes Drain, Private 6.60 claim 508, T.5 S., R.8 E.
466 Sandy Creek at Steffas Road, NWI/4 8.11 sec.2, T.6 S., R.8 E.
467 Sandy Creek at U.S. 24, Private claim 12.9 646, f.6 S., R.9 E.
468 Sandy Creek above Little Sandy Creek, 14.0 Private claim 98, T.6 S., R.9 E.
A69 Little Sandy Creek above Hoffman Drain, 4.74 Private claim 492, T.6 S., R.8 E.
470 Hoffman Drain at mouth. Private claim .97 492, T.6 S., R.8 E.
471 LittJe Sandy Creek at Hoffman Drain, 5.71 Private claim 492, T.6 S., R.R E.
472 Little Sandy Creek above Pin Oak Creek 7.06 (Reinhart Road), Private claim 68, T.6 S., R.9 E.
473 Pin Oak Creek at mouth, Private 1.44 claim 68, T.6 S., R.9 E.
15.1
3.6 636 660
3.7 363 665
14.8 4.0 634 665
3.0 634 649
14.8 4.0 634 665
J2.9 5.9 628 665
1.5 628 635
12.9 5.9 628 665
9.8 9.0 616 665
5.0 13.8 596 665
3.0 15.8 585 665
5.7 9.4 618 663
2.2 618 629
5.7 9.4 618 663
3.2 11.9 605 663
3.4 605 623
6.7
7.8
7 .8
5.0
7.8
6.3
4.7
6.3
5.4
5.0
5.1
4.8
5.0
4.8
4.9
5.3
28
ra ker
k«7
Stream and location
1 2 1 4 % 6 7 8 Ranking order
Drainage area
( q.-i.)
Milesabove mouth
below source
Altitude (ft above «sl)
at site
at source
Average flop*
(ft.per.ai.)
474 Little Sandy Creek at Pin Oak Creek, Private claim 68, T.6 S., R.9 E.
475 Little Sandy Creek at mouth. Private claim 98, T.6 S., R.9 E.
476 Sandy Creek at Little Sandy Creek,Private claim 98, T.6 S., R.9 E.
477 Sandy Creek above Grosvenor Drain,Private claim 441, T.6 S., R.9 E.
478 Grosvenor Drain at mouth. Private claim 441, T.6 S., R.9 E.
479 Sandy Creek at Grosvenor Drain, Private claim 441, T.6 S., R.9 E.
480 Sandy Creek above Cottonwood Creek,Private claim 476, T.6 S., R.9 E.
481 Cottonwood Creek at mouth. Private claim 476, T.6 S., R.9 E.
482 Sandy Creek at Cottonwood Creek (M-50), Private claim 476, T.6 S., R.9 E.
483 Sandy Creek at mouth, Private claim 56, T.6 S., R.9 E.
484 Drainage into Lake Erie between Sandy Creek and Stonecrusher Drain
485 Stonecrusher Drain at mouth, NU1/4 sec.11, T.7 S., R.9 E.
486 Drainage into Lake Erie between Stone- crusher Drain and River Raisin
487 Drainage into Lake Erie between River Raisin and Plum Creek
488 Plum Creek above Wittkop Drain,Private claim 673, T.6 S., R.7 E.
489 Wittkop Drain at mouth. Private claim 673, T.6 S., R.7 E.
490 Plum Creek at Hittkop Drain, Private claim 673, T.6 S., R.7 E.
491 Plum Creek above Sortor Drain, Private claim 673, T.6 S., R.7 E.
8.50
11.1
25.1
25.3
1.96
27.3
28.1
1.51
29.6
30.4
.11
2.89
.02
.84
4.57
4.60
9.17
9.18
3.2 11.9
0 15.1
3.0 15.8
1.8 17.0
0 3.1
1.8 17.0
1,0 17.8
0 3.5
1.0 17.8
0 18.8
._
11.5 4.7
0 6.1
11.5 4.7
11.4 4.8
605
585
585
578
578
578
574
574
574
572
628
628
628
628
663
663
665
665
602
665
665
599
665
665
667
671
667
667
4.9
5.2
5.1
5.1
7.7
5.1
5.1
7.1
5.1
4.9
8.3
7.0
8.3
8.1
29
Num ber
fceyStream and location
1 ? 1 4 > 6 7 8 Ranking order ___
Drainage area
(sq.mi.)
Milesabove mouth
below source
Altitude Cft above msl)
at site
at source
Average lope
(ft. per. !.)
492
493
494
495
496
497
498
499
500
501
502
503
504
505
506
507
508
509
.65
Sorter Drain at mouth. Private claim 0.78 0 673, T.6 S., R.7 E.
Plum Creek at Sorter Drain, Private claim 673, T.6 S., R.7 E.
Plum Creek above Sycamore Drain,Private claim 517, T.6 S., R.8 E.
Sycamore Drain at mouth. Private claim 517, T.6 S., R.8 E.
Plum Creek at Sycamore Drain, Private claim 517, T.6 S., R.8 E.
Plum Creek above Pitts Creek, Private claim 430, T.6 S., R.8 E.
Pitts Creek at Ida Maybee Road, Private claim 683, T.6 S., R.7 E.
Pitts Creek at mouth, Private claim 11.5 430, T.6 S., R.8 E.
Plum Creek at Pitts Creek, Private claim 430, T.6 S. , R.8 E.
Plum Creek above Anveiler Drain, 26.1 Private claim 511, T.7 S., R.8 E.
Anweiler Drain at mouth, Private 1.48 claim 511, T.7 S., R.8 E.
Plum Creek at Anveiler Drain, Private claim 511, T.7 S., R.8 E.
Plum Creek above French Creek, Private 28.2 claim 540, T.7 S., R.8 E.
French Creek at mouth. Private claim 2.67 540, T.7 S., R.8 E.
Plum Creek at French Creek, Private 30.8 claim 540, T.7 S., R.8 E.
Plum Creek at Monroe Street (U.S. 25), Private claim 425 and 426, T.7 S., R.9 E.
Plum Creek at mouth, NE1/4 sec.16, 34.2 T.7 S., R.9 E.
Drainage into Lake Erie between Plum .74 Creek and LaPlaisance Creek
2.3 628 648
9.96 11.4 4.8 628 667
12.9 7.2 9.0 607 667
1.9 607 625
13.6 7.2 9.0 607 667
13.9 6.5 9.7 604 667
4.89 6.3 5.4 634 671
11.7 604 671
25.5 6.5 9.7 604 667
4.9 11.3 594 667
2.8 594 618
27.5 4.9 11.3 594 667
3.7 12.5 586 667
2.7 586 604
3.7 12.5 586 667
31.5 3.1 13.1 582 667
16.2 572 667
8.7
8.1
6.7
9.5
6.7
6.5
6.9
5.7
6.5
6.5
8.6
6.5
6.5
6.7
6.5
6.5
5.9
30
Mo»- b«r
key
Stream and location
1 2 3 4 5 6 7 8 Ranking order _____________
Drainage area
<" * )
Milesabove outh
below source
Altitude (ft above »sl)
at site
at source
Average slope
<ft.oer..ti.)
510
511
512
513
514
515
sie
517
518
519
520
521
522
523
524
525
526
527
LaPlaisence Creek above South Branch, Private clai- 535, T.7 S., R.8 E.
South Branch at nouth, Private clai* 535, T.7 S., R.8 E.
LaPlaisance Creek at South Branch, Private clai* 535, T.7 S., R.8 E.
LaPlaisance Creek at Telegraph Road (U.S. 24), SE1/4 sec. 11, T.7 S., R.8 E.
LaPlaisance Creek at Davis Swale, Private clai* 161, T.7 S., R.9 E.
Davis Swale at nouth, Private clai* 161, T.7 S., R.9 E.
LaPlaisance Creek at Davis Swale, Private clai* 161, T.7 S., R.9 E.
LaPlaisance Creek above Pike Swale, Private claim 419, T.7 S., R.9 E.
Pike Swale at nouth, Private claia 419, T.7 S., R.9 E.
LaPlaisance Creek at Pike Swale, Private clai- 419, T.7 S., R.9 E.
LaPlaisance Creek above Davis Drain, Private clai- 438, T.7 S., R.9 E.
Davis Drain at nouth, Private clai* 438, T.7 S., R.9 E.
LaPlaisance Creek at Davis Drain, Private clai- 438, T.7 S. , R.9 E.
LaPlaisance Creek at nouth, Private claim 418, T.7 S. , R.9 E.
Drainage into Lake Erie between LaPlaisance Creek and Woodchuck Creek
Woodchuck Creek at nouth, Private clai- 314, T.7 S., R.9 E.
Drainage into Lake Erie between Woodchuck Creek and Otter Creek
North Branch Otter Creek (headwaters
1.36
.54
1.90
2.50
2.96
1.69
4.65
5.20
2.85
8.05
8.07
1.09
9.16
9.50
.25
2.46
.04
7.46
4.3
0
4.3
3.4
1.8
0
1.8
0.6
0
0.6
0.4
0
0.4
0
0
11.2
3.6
2.1
3.6
4.5
6.1
3.2
6.1
7.3
4.4
7.3
7.5
2.3
7.5
7.9
6.4
7.1
600
600
600
592
574
574
574
572
572
572
572
572
572
572
572
628
622
620
622
622
622
607
622
622
606
622
622
589
622
622
-
619
679
6.1
9.5
6.1
6.7
7.9
10.3
7.9
6.8
7.7
6.8
6.7
7.4
6.7
6.3
7.3
7.2of Otter Creek) above Shober Drain, ME1/4 ace.11, T.7 S., R.7 E.
31
Nu»- ber
ke>
Streda and location
1 ? 1 4 S 6 7 8 Rank Lug order _____ _
Oral nage are*
(aq.ml . )
Mi lesabove CUtil
below source
Altitude (ft above mel)
at site
at source
Average slope
(ft.Dcr.Bi.)
528
529
530
531
532
533
534
535
536
537
538
539
540
541
542
343
Shober Drain at mouth, NE1/4 sec.11, 1.34 T.7 S. , R.7 E.
North Branch Otter Creek at Shober 8.80 Drain, NE1/4 sec.11, T.7 S., R.7 E.
North Branch Otter Creek above Peters 10.3 Drain, SW1/4 sec.7, T.7 S., R.8 E.
Peters Drain above Summcrfield and 2.90 Ida Drain, SEl/4 sec.12, T.7 S., R.7 E.
Summerfield and Ida Drain at 4 - 81 mouth, SEl/4 sec.12, T.7 S., R.7 E.
Peters Drain at Summerfield and Ida 7.71 Drain, SEl/4 sec.12, T.7 S., R.7 E.
Peters Drain at Mouth, SW1/4 sec.7, 7.83 T.7 S., R.8 E.
North Branch Otter Creek at Peters 18.2 Drain, SW1/4 sec.7, T.7 S.. R.8 E.
North Branch Otter Creek above Cooper 18.2 Snell and Ansel Drain, SW1/4 sec.7, T.7 S. t R.8 E.
Cooper Snell and Ansel Drain above 2.60 Fitzgerald Drain, SEl/4 sec.14, T.7 S., R.7 E.
Fitzgerald Drain at mouth, SEl/4 1.26 sec.14, T.7 S., R.7 E.
Cooper Snell and Ansel Drain at 3.86 Fitzgerald Drain, SEl/4 sec.14, T.7 S., R.7 E.
Cooper Snell and Ansel Drain at 4.43 mouth, SW1/4 sec.7, T.7 S., R.8 E.
North Branch Otter Creek at Cooper Snell 22.6 and Ansel Drain, SW1/4 sec.7. T.7 S., R.8 E.
North Branch Otter Creek above Rauch 22.9 Drain, NE1/4 sec.18, T.7 S., R.8 E.
Rauch Drain at mouth, NE1/4 sec.18, 1.7) T.7 S., R.8 K.
0 4.0 628 661
11.2 7.1 628 679
9.1 9.2 618 679
.8 3.7 624 651
0 7.5 624 675
.8 3.7 624 651
0 4.5 618 651
9.1 9.2 618 679
9.1 9.2 618 679
1.7 6.0 628 670
0 3.4 628 645
1.7 6.0 628 670
0 7.7 618 670,
9.1 9.2 618 679
8.4 9.9 616 679
0 3.8 616 635
8.2
7.2
6.6
7.3
6.8
7.3
7.3
6.6
6.6
7.0
5.0
7.0
6.8
6.6
6.4
5.0
32
Num ber
key
Stream and location
1 2 3 4 5 6 7 8 Ranking order
Drainage area
(sq.mi.)
Milesabove outh
below source
Altitude (ft above msl)
at site
at source
Average lope
(f t.per.Bi.)
544 North Branch Otter Creek at Rauch 24.6 Drain. NE1/4 sec.18. T.7 S.. R.8 E.
545 North Branch Otter Creek above Lockwood 24.9 Drain, NW1/4 sec.17, T.7 S., R.8 E.
546 Lockwood Drain above Fishburn Drain. 3.99 SW1/4 sec.29, T.7 S. , R.7 E.
547 Fishburn Drain at mouth, SW1/4 2.35 sec.29, T.7 S., R.7 E.
548 Lockwood Drain at Fishburn Drain, 6.34 SW1/4 sec.29. T.7 S., R.7 E.
549 Lockwood Drain above Duckpond 8.63 Drain. SW1/4 sec.18, T.7 S., R.8 E.
550 Duckpond Drain at mouth, SW1/4 3.27 sec.18, T.7 S., R.8 E.
551 Lockwood Drain at Duckpond Drain, 11.9 SW1/4 sec.18, T.7 S., R.8 E.
552 Lockwood Drain at mouth, NW1/4 12.6 sec.17. T,7 S., R.8 E.
553 North Branch Otter Creek at Lockwood 37.5 Drain, NW1/4 sec.17, T.7 S., R.8 E.
554 North Branch Otter Creek above Ida 37.5 Drain, NW1/4 sec.17, T.7 S., R.8 E.
555 Ida Drain at mouth, NW1/4 sec.17, 1.26 T.7 S., R.8 E.
556 North Branch Otter Creek at Ida 38.8 Drain, NW1/4 sec.17, T.7 S., R.8 E.
557 North Branch Otter Creek above Grauf 38.9 Drain, NE1/4 sec.17, T.7 S., R.8 E.
558 Grauf Drain at mouth, NE1/4 sec.17, 1.25 T.7 S., R.8 E.
559 North Branch Otter Creek at Grauf Drain, 40.1 NE1/4 sec.17. T.7 S., R.8 E.
560 North Branch Otter Creek at South 40.5 Branch Otter Creek, Private claim 430, T.7 S., R.8 E.
561 South Branch Otter Creek above Middle 3.67 Branch Otter Creek. SU1/4 sec.19, T.7 S.. R.8 E.
8.4 9.9 616 679
7.7 10.6 613 679
7.4 4.7 649 678
2.9 649 672
7.4 4.7 649 678
1.6 10.5 620 678
5.4 620 651
1.6 10.5 620 678
12.1 613 678
7.7 10.6 613 679
7.6 10.7 612 679
4.1 612 635
7.6 10.7 612 679
7.1 11.2 610 679
2.9 610 626
7.1 11.2 610 679
6.4 11.9 608 679
2.7 6.4 622 662
6.4
6.2
6.2
7.9
6.2
5.5
5.7
5.5
5.4
6.2
6.3
5.6
6.3
6.2
5.5
6.2
6.0
6.2
33
Num~> her
key
Stream and InraMnn
-i 2 1 4 «>± J_
Drainage area
(so. mi.)
Milesabove belov
Altitude (ft above msl)
at site
at source
Average slope
< ft. per. !..).
562
563
564
565
566
567
568
569
570
571
572
573
574
575
576
577
Middle Branch Otter Creek at mouth, SWIM sec. 19, T.7 S., R.8 E.
South Branch Otter Creek at Middle Branch Otter Creek, SW1/4 sec. 19. T.7 S. , R.8 E.
South Branch Otter Creek aboveAlbain Drain, SE1/4 sec. 17, T.7 S., R.6 E.
Albain Drain at mouth, SE1/4 sec. 17, T.7 S. , R.8 E.
South Branch Otter Creek at Albain Drain, SE1/4 sec. 17, T.7 S., R.8 E.
South Branch Otter Creek at mouth, Private claim 430, T.7 S., R.8 E.
Otter Creek at South Branch OtterCreek, Private claim 430, T.7 S., R.8 E.
Otter Creek at U.S. 25, Private claim 47, T.7 S. , R. 8 E.
Otter Creek at 1-75, Private claim 372, T.7 S. , R.8 E.
Otter Creek at mouth, Private claim 377, T.7 S., R.9 E.
Drainage into Lake Erie between Otter Creek and Sulphur Creek
Sulphur Creek at mouth, Private claim 377, T.7 S.. R.9 E.
Drainage into Lake Eric between Sulphur Creek and Muddy Creek
Muddy Creek at Telegraph Road (US-24), NW1/4 sec. 33, T.7 S., R.8 E.
Muddy Creek at Detroit and Toledo Shore Line Railroad, Private claim 359, T. 7 S. , R.8 E.
Muddy Creek at mouth, NW1/4 sec.l, T.8 S. , R.8 E.
2.10 0 5.4 622 650
5.77 2.7 6.4 622 662
8.10 0.6 8.5 612 662
.93 0 1.9 612 625
9.03 0.6 8.5 612 662
9.34 9.1 606 662
49.9 6.4 11.9 608 679
51.0 4.0 14.3 576 679
54.4 1.2 17.1 572 679
18.3 572 679
6.1 572 626
55.4
.25
4.48
.08
4.00 5.5 5.2 601 640
6.41 2.9 7.8 575 640
8.84 10.7 572 640
5.2
6.2
5.9
6.8
5.9
5.9
6.0
7.2
6.3
5.8
8.9
7.5
8.3
6.4
34
Num ber
key
Stream and location
1 2 3 4 5 4 718 Ranking order
Drainage area
(sa.mi.)
Milesabove mouth
belov source
Altitude (ft above ma I)
at site
at source
Average slope
(f t.per.Bi.)
578
579
580
581
581
583
584
585
58t
587
588
58V
590
591
592
593
594
595
Drainage into Lake Erie between Muddy Creek and Whitewood Creek
Whitewood Creek at mouth, SE1/4 sec.11, T.8 S., R.8 E.
Drainage into Lake Erie between Whitewood Creek and Bay Creek
Bay Creek at Ida Maybee Road. NE1/4 sec.3, T.8 S. , R. 7 E.
Bay Creek above Yetter Drain, NE1/4 sec.16, T.8 S., R.8 E.
Yetter Drain at mouth, NE1/4 sec.16, T.8 S., R.8 E.
Bay Creek at Yetter Drain, NE1/4 sec.16, T.8 S., R.8 E.
Bay Creek at Bay Creek Road, NE1/4 sec.16, T.8 S., R.8 E.
Bay Creek at mouth, SE1/4 sec.15, T.8 S., R.8 E.
Drainage into Lake Erie between Bay Creek and Little Lake Creek
Cone Creek (headwaters Little LakeCreek) at Ida-Maybee Road, NE1/4 sec.15, T.8 S., R.7 E.
Little Lake Creek at US-25, NW1/4 sec.20, T.8 S., R.8 E.
Little Lake Creek at Suder Avenue, NE1/4 sec.20, T.8 S., R.8 E.
Little Lake Creek at mouth, NW1/4 sec.27, T.8 S., R.8 E.
Drainage into Lake Erie between Little Lake Creek and Flat Creek
Flat Creek at Telegraph Road (US-24), SW1/4 sec.19, T.8 S., R.8 E.
Flat Creek at mouth, SE1/4 sec.28, T.8 S., R.8 E.
Rapideau Drain at mouth, SE1/4 sec.28, T.8 S., R.8 E.
11.5
11.9
.22
4.5 572 622
0.59
5.74
.82
3.93 7.7 5.7 636 675
9.37 1.4 12.0 574 675
2.30
11.7
11,8
12.8
2.78
5.03 6.5 5.6 625 671
10.9 2.2 9.9 580 671
4.9 574 635
1.4 12.0 574 67
1.0 12.4 573 675
13.4 572 675
1.4 10.7 576 671
12.1 572 671
3.78 2.9 4.7 587 631
6.65
2.13
7.6 572 631
3.1 572 591
11.1
6.8
8.4
12.4
8.4
8.2
7.7
8.2
9.2
6.9
8.2
9.4
7.8
6.1
35
Muv* bar
i«i__t Streaa and location
I 7 3 4 5 6 7 8 Ranking order ________
Drainage area
(sq.ai.)
Milesabove belov
source
Altitude (ft above »sl)
at site
at source
Average slope
(ft.Dcr.Hia
S96
597
598
599
600
601
Drainage into Lake Erie between Rapideau Drain and unnamed tributary
Unnaaed tributary at nouth, NW1/4 sec. 34, T.8 S., R.8 E.
Hoegle Drain (headwaters of Halfway Creek) above Sink Creek, Ntl/4 sec. 2, T.8 S. , R.6 E.
Sink Creek at mouth, NE1/4 sec. 2, T.8 S. , R.6 E.
Halfway Creek at Sink Creek, NE1/4 sec. 2, T.8 S. , R.6 E.
Halfway Creek above Labadie Drain.
0.08
3.86 0
12.2 16.7
1.59 0
13.8 16.7
14.5 15.9
"
6.8 572
7.6 665
2.8 665
7.6 665
8.4 663
624
682
675
662
682
7.6
2.2
3.6
2.2
2.3SE1/4 sec.2. T.8 S., R.6 E.
602 Labadie Drain at mouth, SE1/4 sec. 2, T.8 S., R.6 E.
603 Halfway Creek at Labadie Drain, SE1/4 sec. 2, T.8 S., R.6 E.
7.75 0 4.1 663 681
22.2 15.9 8.4 663 682
4.4
2.3
*04 Halfway Creek above Spring Brook, SE1/4 sec.32, T.8 S., R.7 E.
605 Spring Brook at mouth, SE1/4 sec.32, T.8 S., R.7 E.
606 Halfway Creek at Spring Brook, SE1/4 sec.32, T.8 S., R.7 E.
607 Halfway Creek at Haybee Road (Lewis Avenue), SE1/4 sec.3, T.9 S., R.7 E.
608 Halfway Creek above Indian Creek, . ^ NE1/4 sec.l, T.9 S., R.7 E.
609 Indian Creek above Bragden Ditch, SW1/4 sec.35, T.8 S., R.7 E.
610 Bragden Ditch at mouth, SW1/4 sec.35, T.8 S., R.7 E.
611 Indian Creek at Bragden Ditch, SW1/4 sec.35, T.8 S., R.7 E.
612 Indian Creek at mouth, NE1/4 sec.l, T.9 S., R.7 E.
613 Halfway Creek at Indian Creek, NE1/4 sec.l, T.9 S., R.7 E.
614 Halfway Creek at New York Central Rail road (above Silver Creek), SE1/4 sec.31, T.8 S., R.8 E.
615 Silver Creek at Lewis Avenue, NE1/4 sec.10, T.9 S., R.7 E.
616 Silver Creek above Shantee Creek, SE1/4 sec.6, T.9 S.. R.8 E.
29.
1.
31.
33.
34.
5.
2.
7.
8.
43.
44.
8
82
6
3
8
22
30
52
97
8
4
6.8
0
8.8
6.1
4.2
1.6
0
1.6
0
4.2
3.0
15.
3.
15.
18.
20.
7.
4.
7.
9.
20.
21.
5
1
5
2
1
6
7
6
2
1
3
602
602
602
586
574
592
592
592
574
574
572
682
665
682
682
682
671
665
671
671
682
682
5
20
5
5
5
10
15
10
10
5
5
.2
.3
.2
.3
.4
.4
.5
.4
.5
.4
.2
5.90 3.6 5.1 592 664
7.31 0.9 7.8 574 664
14.1
11.5
36
Num
ber
key
Stream and location
1 2 3 4 5 6 7| 8 Ranking order
Drainage area
(sq.ni.)
Milesabove outh
below source
Altitude (ft above «sl)
at site
at source
Average lope
(ft. per. mi.)
617 Shantee Creek at Telegraph Road (US-24), SW1/4 sec.12, T.9 S., R.7 E.
618 Shantee Creek at mouth, SE1/4 sec.6, T.9 S., R.8 E.
619 Silver Creek at Shantee Creek, SE1/4 sec.6, T.9 S., R.8 E.
620 Silver Creek at mouth, SE1/4 sec.31, T.8 S., R.8 E.
621 Halfway Creek at Silver Creek, SE1/4 sec.31, T.8 S., R.8 E.
622 Halfway Creek above Silver Creek by pass, NE1/4 sec.5, T.9 S., R.8 E.
623 Silver Creek bypass at mouth, NE1/4 sec.5, T.9 S., R.8 E.
624 Halfway Creek at Silver Creek bypass, NE1/4 sec.5, T.9 S., R.8 E.
625 Halfway Creek above Shantee Creek bypass, SE1/4 sec.33, T.8 S., R.8 E.
626 Shantee Creek bypass at mouth, SE1/4 sec.33, T.8 S., R.8 E.
627 Halfway Creek at Shantee Creek bypass, SE1/4 sec.33, T.8 S., R.8 E.
628 Halfway Creek at mouth, NE1/4 sec.34, T.8 S., R.8 E.
t>29 Michigan drainage into Tenmile Creek (headwaters of Ottawa River) above Roberts Ditch
630 Michigan drainage into Roberts Ditch
631 Roberts Ditch at mouth, SW1/4 sec.2, T.9 S., R.5 E.
632 Michigan drainage into Tenmile Creek between Roberts Ditch and Schreiber Ditch
633 Michigan drainage into Schreiber Ditch
7.19 2.1 7.0 587 665
8.01
64.0
64.2
5.60
1.49
1.60
.64
2.08
9.1 574 665
15.3 0.9 7.8 574 664
15.5 0 8.7 572 664
59.8 3.0 21.3 572 682
61.4 2.0 22.3 572 682
.72 0 1.4 572 579
62.1 2.0 22.3 572 682
62.9 0.6 23.7 572 682
1.05 0 2.6 572 575
0.6 23.7 572 682
24.3 572 682
2.4 677 703
11.1
10.0
11.5
10.6
5.2
4.9
5.0
4.9
4.6
1.2
4.6
4.5
10.8
37
Num ber
key
Stream and location
1 2 3 . 3 6 7 8 Ranking order
Drainage area
(so. mi.)
Milesabove below
source
Altitude (ft above msl)
at site
at source
Average lope
(f t.per.ai.)
634 Schreibei Ditch at mouth, NE1/4 sec.8, T.9 S., R.6 E.
635 Michigan drainage into Tenmile Creek between Schreiber Ditch and North Tenmile Creek
636 North Tenolle Creek above OttawaLake outlet, SEl/4 sec.27, T.8 S. , R.6 E.
637 Ottawa Lake outlet above BigRavine Drain, NE1/4 sec.19, T.8 S., R.6 E.
638 Big Ravine Drain at Lansing Road (US-223), SE1/4 sec.19, T.8 S., R.6 E.
639 Big Ravine Drain at mouth, NE1/4 sec.19. T.8 S., R.6 E.
640 Ottawa Lake outlet at Big Ravine Drain, NE1/4 sec.19, T.8 S., R.6 E.
641 Ottawa Lake outlet at US-23, SW1/4 sec.27, T.8 S., R.6 E.
642 Ottawa Lake outlet at mouth, SEl/4 sec.27, T.8 S., R.6 E.
643 North Branch Tenmile Creek at Ottawa Lake outlet, SEl/4 sec.27, T.6 S., R.6 E.
644 North Branch Tenmile Creek atHicker Road, SEl/4 sec.34, T.8 S., R.6 E.
645 Michigan drainage into North Branch Tenmile Creek
646 North Branch Tenmile Creek at mouth, NW1/4 sec.10, T.9 S., R.6 E.
647 Michigan drainage into Ottawa River near mouth
648 Ottawa River at mouth, SW1/4 sec.34, T.8 S., R.8 E.
649 Michigan drainage into Ottawa River
650 Ohio drainage into Ottawa River
651 Michigan drainage into Lake Erie between Ottawa River and State line
2.78
1.60
2.34
17.0 1.0
2.9 643 689
6.23 3.4 4.4 666 681
3.8 2.0 668 692
8.1 675 710
15.9
3.4
12.0
4.3
18.1 0 9.1 668 710
20.5 3.8 2.0 668 692
24.7 .5 5.3 667 692
24.8 0 5.8 666 692
31.1 3.4 4.4 666 681
33.5 1.9 5.9 652 681
37.8
36.8 0 7.8 620 681
.33
172
49.7
122
0.37
4.6
12.0
4.7
4.5
3.4
4.9
7.8
38
