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PLAT BOOK
OF
CHEBOYGAN
COU
Y
MICHIGAN.
6 Drawn from Actual Surveys and the County Records. by
P.A. & J.W. MYERS, SURVEYORS AND DRAUGHTSMEN.
PUBLISHED BY
THE CONSOLIDATED PUBLISHING CO.
- . 610 Boston Block. . MINNEAPOLIS, MINN. 1902
Engraved by BALLIET & VOLK, 21 So. 6 th St. Phila.
5-17-49 LUK
TABLE OF CONTENTS
CHEBOYGAN COUNTY, MICHIGAN
TOWNSHIPS
PAGE
PAGE
Benton
23-24-25
Koehler .
21
Beaugrand
22
Mentor .
9
Burt
10-11
Mackinaw
17
Ellis
18-19
Munro
13
Forrest
28-29
Nunda
14-15
Grant .
26-27-37
Tuscarora
12
Hebron
16
Waverly
32-33
Inverness
20
Wilmont
8
CITIES AND TOWNS
PAGE
PAGE
City of Cheboygan
1
Legrand .
24
Douglas Lake Resort
22
Mackinaw City
36-37
Douglas Point
34
Pittsburg Landing
24
Douglas Lake Resort (Bogardus' plat).
31
Rondo .
34
Ingliside
17
Topinabee
36
Indian River
30
Tower.
32
John Cadott's plat
17
Wolverine
. .. . .
35
Lakeside Resort
36
MISCELLANEOUS
PAGE
PAGE
Cheboygan County Outline
6-7
Farmers' Directory
. 42-43-44 45-46
Michigan State Map
39-40
Table of Contents
3
Government Surveys .
4
Title Page
1
Patrons Directory
. 47-48-49-50-51-52
Explanations
9
GOVERNMENT SURVEYS
FROM INSTRUCTIONS BY J. A. WILLIAMSON, COMMISSIONER.
HISTORICAL.
THE rectangular system of surveying Government lands, termed the Land System of the United States, was adopted by an act of Congress passed May 20, 1785. The ordinance provided for town- ships six miles square, containing thirty-six sections of one mile square. The region embraced by the surveys under this law forms a part of the present State of Ohio, and is usually styled "old Seven Ranges." The townships, six miles square, were laid out in ranges, extending northward from the Ohio River, the townships being numbered from south to north, and the ranges from east to west. In these initial surveys only the exterior lines of the town- ships were surveyed and mile corners were established on the township lines, but the plats were marked by subdivisions into sec- tions of one mile square. The sections were numbered from one to thirty-six, commencing with number one in the southeast corner of the township, and running from south to north in each tier to number thirty-six in the northwest corner of the township. These first public surveys were made under the direction of the Geographer of the United States.
The act of Congress approved May 18, 1796, provided for the ap- pointment of a surveyor-general, and directed the survey of the lands northwest of the Ohio River and above the mouth of the Kentucky River, "in which the titles of the Indian tribes have been extinguished." Under this law one-half of the townships sur- veyed were subdivided into sections "by running through the same, each way, parallel lines at the end of every two miles, and by making a corner on each of said lines at the end of every mile," and it further provided that "the sections shall be numbered, respec- tively, beginning with the number one in the northeast section, and proceeding west and east alternately, through the township, with progressive numbers till the thirty-sixth be completed." This method of numbering the sections is still in use.
The act of Congress, approved February 11, 1805, directs the sub- division of the public lands into quarter sections, and provides that all the corners marked in the public surveys shall be established as the proper corners of sections or subdivisions of sections which they were intended to designate, and that corners of half and quar- ter sections not marked shall be placed as nearly as possible "equi- distant from those two corners which stand on the same line."
The act of Congress, approved April 25, 1812, provided "That there shall be established in the Department of the Treasury an office to be denominated the General Land Office, the chief officer of which shall be called the Commissioner of the General Land Office, whose duty it shall be, under the direction of the head of the department, to superintend, execute, and perform all such acts and things touching or respecting the public lands of the United States and other lands patented or granted by the United States, as have heretofore been directed by law to be done or performed in the office of the Secretary of State, of the Secretary and Register of the Treasury, and of the Secretary of War, or which shall here- after by law be assigned to the said office."
The act of Congress approved July 4, 1836, provided for the re- organization of the General Land Office, and that the executive duties of said office "shall be subject to the supervision and control of the commissioner of the General Land Office under the direction of the President of the United States." The repealing clause is, "That such provisions of the act of the twenty-fifth of April, in the year one thousand eight hundred and twelve, entitled 'An act for the establishment of a General Land Office in the Department of the Treasury,' and of all acts amendatory thereof as are inconsis- tent with the provisions of this act, be, and the same are hereby, repealed."
From the wording of this act it would appear that the control of the General Land Office was removed from the Treasury De- partment, and that the Commissioner reported directly to the Pres- ident, but as a matter of fact, the Secretary of the Treasury still had supervisory control, for the act of Congress, approved March 3, 1849, by which the Department of the Interior was established, provided "That the Secretary of the Interior shall perform all the duties in relation to the General Land Office, of supervision and ap- peal, now discharged by the Secretary of the Treasury." By this act the General Land Office was transferred to the Department of the Interior, where it still remains.
RECTANGULAR SYSTEMS.
The public lands of the United States are ordinarily surveyed into rectangular tracts bounded by lines conforming to the cardi- nal points. The principal lines are designated as meridian, base, township, range, and section lines, and the bodies of land thus formed are known as townships, sections, and lots. The first re- corded use of the terms "township" and "section," as applied to the public lands of the United States, is in an ordinance reported to Congress April 26, 1785.
SURVEYING.
Initial points from which the lines of the public surveys are to be extended must be established whenever necessary under such special instructions as may be prescribed in each case by the Com- missioner of the General Land Office. The locus of such initial points must be selected with great care and due consideration for their prominence and easy identification, and must be established astronomically. The initial point having been established, the lines of the public survey are to be extended therefrom as follows :-
PRINCIPAL MERIDIAN AND BASE LINES
are extended north and south and east and west from the initial point by the use of solar instruments or transits, as may be directed by the Surveyor General. In order to check errors in measurement, two sets of chainmen, operating independently of each other, must
4
be employed, and the proper corners established. Principal merid- ians are designated by number or name, as the Fourth and Fifth principal meridians in Illinois, Wisconsin, Minnesota, Iowa, Missouri, and eastern Dakota, or the "Black Hills" meridian in western Dakota, and the Salt Lake meridian in Utah.
STANDARDS AND AUXILIARIES.
Standard parallels, which are also called correction lines, and auxiliary or guide meridians, are run from time to time, and are designated by number, and as north, south, east, or west, as the case may be, from their respective base lines and principal merid- ians; parallels and auxiliaries are now run at intervals of twenty- four miles, dividing the country into tracts of twenty-four miles square, or sixteen townships.
TOWNSHIPS AND RANGES.
Township lines are run east and west parallel with and six miles from the base line and from each other, and the spaces between these lines are known as townships north or south, and designated by numbers according to their numerical distance from the base line. Range lines are run north and south on a true meridian, six miles from and parallel, as near as may be, with the principal meridian, and the spaces between them are known as ranges, and are described as east or west of the principal meridian, and con- secutively numbered from that line. The bodies of land six mi.es square, formed by the intersection of the township and range lines, are called
CONGRESSIONAL TOWNSHIPS
and contain, as near as may be, 23,040 acres. Congressional town- ships are described and located as being nortn or south of the base line and east or west of the Principal Meridian from which that particular survey is made. Thus township one north, range three west of the Fifth principal meridian, would be the first township north of the base line and in the third range west from the princi- pal meridian. The law requires that the lines of the public sur- veys shall be governed by the true meridian, and that the town- ships shall be six miles square, two things involving, in connection, a mathematical impossibility, for, strictly to conform to the merid- ian, necessarily throws the township out of square, by reason of the convergency of the meridians, and hence, by adhering to the true meridian, results the necessity of departing from the strict requirements of law, as respects the precise area of townships and the subdivisional parts thereof, the townships assuming something of a trapezoidal form, which inequality develops itself more and more as such, the higher the latitude of the surveys.
Congressional townships are subdivided into thirty-six tracts, called
SECTIONS,
each containing as near as may be 640 acres. The thirty-six sec- tions into which a township is subdivided are numbered, com- mencing with number one at the northeast angle of the township, and proceeding west to number six, and thence proceeding east to number twelve, and so on, alternately, until they number thirty- six in the southeast angle. In all cases of surveys of fractional townships, the sections should bear the same number as they would if the township was full. In all cases where the exterior lines of the townships, thus subdivided into sections or half sections, shall exceed, or shall not extend six miles, the excess or deficiency shall be specially noted, and added to or deducted from the western or northern ranges of sections or half sections in such township, ac- cording as the error may be in running the lines from east to west, or from south to north; the sections and half sections bounded on the northern and western lines of such townships shall be sold as containing only the quantity expressed in the returns and plats respectively, and all others as containing the complete legal quantity.
Sections are divided into quarters by straight lines run from the established quarter section corners-United States surveys-to the opposite corresponding corners, and the point of intersection of the lines so run will be the corner common to the several quar- ter sections, or, in other words, the legal centre of the section; these quarter sections are designated as northeast quarter, north- west, southwest, or southeast, according to their location with re- gard to their common corner.
4
A
1
B
LAKE
ciD
West 1/2 of
N.E. 14
2
S.W.N.W.
Quarter Section Line 10
4
3
RIVER
South West Quarter
5
6
Section
Line
In the subdivision of quarter sections, the quarter quarter corners are to be placed at points equidistant between the section and quarter section corners and between the quarter corners and the common centre of the section, except on the last half mile of the lines closing on the north or west boundaries of a township, where they should be placed at twenty chains, proportionate measure- ment, to the north or west of the quarter section corner.
Fractional sections and those containing meandered rivers and lakes are also divided into 40 acre lots, as near as may be, these fractional lots are numbered from one upwards in each section. By an examination of the accompanying diagram and of the maps on the other pages of this work, the careful student will be enabled to describe or locate any piece of land. Numbers 1, 2-6 are the numbers of the meandered lots. A is the north sixty acres of the north half of the northwest quarter; B, south twenty acres north half northwest quarter; C, northwest quarter of the southeast of the northwest quarter; D, east one-half southeast northwest; e is the section corner, f north quarter corner, g west quarter corner, h quarter quarter corner.
Proceeding down stream, the bank on the left hand is termed the "left bank" and that on the right hand the "right bank." These terms are to be universally used to distinguish the two banks of a river or stream.
MARKING LINES.
All lines on which are to be established the legal corner bound- aries are to be marked after this method, viz: Those trees which may intercept your line must have two chops or notches cut on each side of them without any other marks whatever. These are called "sight trees" or "line trees." A sufficient number of other trees standing within fifty links of the line, on either side of it, are to be blazed on two sides diagonally, or quartering towards the line, in order to render the line conspicuous and readily to be traced, the blazes to be opposite each other, coinciding in direction with the line where the trees stand very near it and to approach nearer each other the farther the line passes from the blazed trees. Due care must ever be taken to have the lines so well marked as to be readily followed, and to cut the blazes deep enough to have recognizable scars as long as the tree shall stand. Where trees two inches or more in dameter are found, the required blazes must not be omitted. Bushes on or near the line should be bent at right angles therewith, and receive a blow of the axe at about the usual height of blazes from the ground sufficient to leave them in a bent position, but not to prevent their growth.
CORNERS.
The following are the different points for perpetuating corners, viz: For township boundaries, at intervals of every six miles. For section boundaries, at intervals of every mile, or eighty chains. For quarter section boundaries, at intervals of every half mile, or forty chains; exceptions, however, occur, as has already been ex- plained. Meander corners are established at all those points where the lines of the public surveys intersect the banks of such rivers, bayous, lakes, or islands as are by law directed to be meandered. Corners may be marker by a cross (x) marked at exact corner point on a rock in place, or by marks on a tree growing at the cor- ner. Corners are also marked by stones, posts, burnt stakes, char- coal, mounds of stone and earth, and pits. Witness corners or bearing trees are also established to assist in identifying the true corner. Township corners common to four townships, and section corners common to four sections, are to be set diagonally in the earth, with angles in the direction of the lines. All other corners are to be set square, with sides facing the direction of the lines. Stones and posts at township corners are marked with six notches on the edges, stones and posts at section corners are marked on the south and east edges with as many notches as the corner is distant in miles from the south and east township lines.
RE-ESTABLISHMENT OF LOST CORNERS.
The original corners, where they can be found, must stand as the true corners they were intended to represent, even though not exactly where strict professional care might have placed them in the first instance.
Missing corners should be re-established in the identical locali. ties they originally occupied. When the point cannot be determined by the existing landmarks in the held, resort must be had to the field notes of the original survey. The law provides that the lengths of the lines, as stated in the field notes shall be considered as the true lengths thereof, and the distances between corners set down in the field notes constitute proper data from which to determine the true locality of a missing corner; hence the rule that all such should be restored at distances proportionate to the original meas- urements between existing original corners. That is, if the meas- urement between two existing corners differs from that state in the field notes, the excess or deficiency should be distributed pro- portionately among the intervening section lines between the said existing corners standing in their original places. Missing corners on standard township and range lines should be restored by pro- portionate measurement between the nearest existing original cor- ners on those lines. Missing section corners in the interior of townships should be re-established at proportionate distances be- tween the nearest existing original corners north and south of the missing corners.
As has been observed, no existing original corner can be dis- turbed, and it will be plain that any excess or deficiency in meas- urements between existing corners cannot in any degree affect the distances beyond said existing corners, but must be added or subtracted proportionately to or from the intervals embraced be- tween the corners which are still standing.
6
Mackinaw City
I.B.Cadotts Plat
19
21
. 39 N. 30
29
28
CLAIM
No.354
MACKINAW
31
32
33
34
95
5
3
2
1
7
8
9
10 S. D. No.1
=
12
7
MICHIGAN
17 HE
16 B
R
O N
18
17
16
150
T.38 NH
R
0
Y
SD N.4
===== S. D. No.24
29
28
26
25
30
29
28
27
26
25
30
29
28
27
T
31
32
33
35 34 Hebron P.O.
96
31
32
33
34
35
86
31
5
Z
Town Hall
E
N
7
8
9
10
17
12
7
B
10
12
7
10
17
7
S.D.No.
Village of Inglisithe
ESID. No.
14
3
18
5
14
13
M
R
O
S.D. No.1.
ROAD 20
22
24
20
27
24
19
20
27
22
23
24
O
LAKE
27
26
5 +Riggsville P.o.
28
27
29
28
27
25
90
29
28
26
25
-
30
Allo Douglas Lake ;
D. No.
Resort
92
35
36
37 32
32
33
34
36
31
32
93
34
35
36
3
94
4
LINE
5
4
3
1
S. D. No.3
U
11 B
R
N
T
E
1ª
17
18
78
18
17
16,
16
15
14
13
16
14
13
S D. No.25
T.36 NI
A. S.D. No.4
24
19
24
19
27
22
23
24
19
20
C
Topinab
26
25
30
29
28
27
26
25
30
29
28
25
27
94
35
36
31
32
33
34
35
36,
31
32
33
34
85
-
-
6
3
4
3
2
1
6
6.
5
8
11
12
8
11
12 Silver
8
9
10
17
12
7
9
BONE'S BY SOFT
Bult Lake
S. D.No.
17
17
E
L
E
R
21 Legrand
22
23
24
19
20
21
22
23
24
2Ostrander Sta.
27
30
29
28
27
26
25
S.D. No.3
28
27
129
R26
0
Pige
32
31
36
34
36
33
34
35
36
32
34
35
31
SLittle
H
5
3
2
5
4
4
3
2
W
9
9
12)
7
9
10
8
10
12
8
9
10
11
2
S.D. No.1
E
17
16
15
O 14
13
00
16
15
18
16
5
14
18
16
18- M E
T. 34 N
S.D. No.3
E
19
20
21
22
23
19
21
23
19
20
27
22
23
20
21
22
23
30
29
28
27
Rondo 26
30
28
26
25
30
29
28
27
26
25
30
28
S. D.Not
E
S.D.No.4 32
33
34
35
36
33
34
35
36
32
33
36
F
R
E
S
W
6
5
4
3= S.D. No.
2
Wolverine
3
2
6
4
3
5
3
2
1
R
2.5 .. D. No.2
7
8
9
10
12
7
7
9
10
12
12
18
17
T.33 N
Branch
IL MIO 20 21 22
N 23
T
20
23
24
20
21
22
23
24
6.
22
23
24
24
S.D.Na.3
28 Trowbridge 27
26
25
30
29
28
27
29
28
27
26
30
28
26
25
30
29
25
31
32
33
34
95
96
32
134
36
33
34
36.
37
32
34
36
R. 3 W.
0
₸
S
EGO
CO.
MONT
MORENCY
CO.
7
4
3
2
1
6
5
4
2
3,
6
5
4
2
to
River
9
0
11
12
U
18
16
14
13
18
NVER
N E S
18
16
5
T 37 NE
Douglas Lake
" Resort 22
27
23
24
19
STATE
30
S.D.Not
Alverno P.O.
a Dodges
S. D.No.
samlet Lake P.O Mullet Lake Sta
Z
5.
3
5
4
3
S.D.Not
3
9
0
11
G
R
River
84
10
11
Manning I.P.O.
18
17
17
15
Forest Home
19
20
BLACK
BURT
15
14
13
18
17
16
15
E
R
L
S
S.DE
Indian
IlRiver
T.35 N.
19
North
30
27
25
30
28
DETROIT
CT
S.D. No.1.
F
35
41
32
MACKINAW
oCreek
S.D. No.2
Tower
BL
7
Sturgeon
S.D. No.1 %
S
S. D. No.5y
244
MICHIGAN
26
S. D. No.5
S. D.No. 8
32
94
35
Rivero
Sturgeon
S.D. No.4
15
14
18
16
15
14
13
8
17
16
15
14
16
15
18
17
16
River
W 19
West
27
25
30
S.D.No.4
35
31
32
35
35%
R. 2.W.
R .1 W.
R.1E.
18
16
00
Allis P.O. 24-
-
30
29
S.D. No. 2 9:29
geon
20
20
23
24
Colonial Pt
LAKE
WJ
4
MERIDIAN
Upper
13
25
Cheboygan,
Blackl
35
36
31
32
33
34
192
DUNCAN BAY
23
22
20
27
22
23
24
19
BEAUGRAND
22-
S.D.N.
24
Lakeside Summer Resort
18
O
14
13
CENTRAL
26
S. D. No.1 ft
Tował
24
33
S. D. No.3
SHEBOYGAN O
3.
S. D). No.2
Weadock P.O. 17
9
16_
14
15 N
OUGLAS
Y >
0
37
14
2
S D. No.2
6
91
27
16
Tanery
B
Freedom Sta
LAKE
Sheboygan County MICHIGAN. e
19
21
22
19-
Rive
(Dog Lake 1
* S. D.N.1
11
12
P
13
13
37
32
17
U
17
N
9
S
Setur geons
A .S. D. No. 2
Milliken
20
I
19
33
.C
5
33
8
WILMOT
Township 33 North, Range 3 West. of the Michigan Meridian. Scale: 2 inches tothe Mile.
C.E. Y
41.84
41.85
41.87
41.88
41.86
Fuller
41.90
12.00
D.E. Culver.
J.W. Wake ford
42.00
42,00
42.07
42.21
Millet Kerwin 1 38./50 41.91
:41.39
State 41.61
S.W. Uramar
N.C.Brunt
25.51
M.C.
1 41.81 ~
L. J. Brunt 41.83
-1-
-1-
J.
M: call
40
40
40
10
= 40
2
Conklin
37.34 1
40
Combin
40
Annable 40
4
Bryan Holcomb
40
Cobbs & Mitchell 160
40
480
J.
Wiles Holcomb
Guelph
120
Pat. Cask. Co. 36.24 40
a S.D.No. 2
35.94
Cobbs & Mitchell
Cobbs & Mitchell
240
400
40
1
79 1
-- 7
Holcomb, M.M. Phee, A MCPhee,
W.H.
Guelph Pat. Cask. Co.
W. S.Barhite
80
180
D. Mc Phee,
Pat. Cask Co.
40
12.0
120
State Tax
35.82
40
Hillier, Shirer & Jones 200
160
O.S. Hayden 40
Cobbs & Mitchell 40
40 4
160
80 H.Butler & A.MC Phee 120
Thos. Churchill 40
40
M. Jones 80
Guelph Pat. Cask Co. 80
Geo. W. De Per 80
A.I .. Sanford 40
Pfister & Vogle Leather Co.
A.E. Gunning 40
Haak lumber Co.
35,80
Cobbs & Mitchell
Cobbs & Mitchell
160
35.81
18
17
M.J.
Leets
D. A. Smith
Murner
160
Guelph
J.L. & S.
Guelph Pat. Cask Co. 80
Dan' Piehl 120
JE. Holcomb 120 Est.
D. &A Jones 40
35.88
Cobbs & Mitchell
35.97
19
20
21
360
22
23
24
36.06
480
640
Flint Land Co.
Limited
STURGEON
Lumber Co.
Flint Land Co.
Limited
80
Frank Buell
440
480
36.14
30
29
00
27
26
25
36.08
Maltby
480
Tumber Co.
480
Jno. M:Namara 80
Bert Goff 40
Peter Laney
.
36,58
Daniel Joles 40
Win.
Joles
120
40
80
L.H.
80 .
J. Hodges . 40
Alex Best 10
D.
37.75 4
280
80
Buell 40
Bennett 40
10
Boyer .40
S.D. No.4-
.
480
38.92
Malthy Land to
80
Estey Mfg, Co.
Joles
M. D. Olds
80
40
Flint
J. H.
F. S. Spiegel Land Co.
160
Bert. F Buell Artcliff 40
Webb =40
40"
F. Buell
. J. Jakle
Jos. Crawford
160
40.08
40
40
Tita 40
F. F Spiegel
Daniel
Cobbs
"Benj.
10
Boyer
40
Merritt 40
40
80
Robinson 40
J.E.Holcomb Est.
J.L.&S.
40
40
40
Pritchett
. Chas.
Ea.
280
Mitchell
S. Schell
.F. Buell
Matthews
. B. Goff 40
F. Buell
iCobbs & Mitchell
80
Found Land Co.
Limited
Maltby
Lumber Co.
80 Jenson Trum.Co 40
7
.33
36
31
Melkby
Lumber Co
32
BRANCE
Cobbs & Mitchell
J.L. Hodges 40
Thos. Pennell . 40
640
80
WEST
280
36.04
A.L.
J.L. Dunham Hodges 40
Senj.
Pritchett
40
Frank
Frank
Buell
J. A.Haak, Lumber Co.
36.18
Cobbs & Mitchell
2
Cobb's & Mitchell
640
640
C. J. Annuble
40
80 m
120
M.
120
A. I. Sanford -240
Guelph Pat.Cask 40 Co.,
Jones
40
15
& Mullinaux
Haak Lumber Co.
35.83
480
Bolen 40
40
40
Haak Lum.Co. 40
Primary School Land
Scott 40
40 Pat. Cask R.R.Co. Co. 40
35.84
120
80
Cobbs & Mitchell
Guelph Pat. Cask Co.
Cobbs & Mitchell.
Cobbs & Mitchell
Maltby Lumber Co.
200
640
36.15
Cobbs & Mitchell
360
J.L.& S.R.R.Co.
80
Frank Buell
Geo.W.M. Shearer 701
Vacant School
Geo. F. Crother 120
40
14
13
RIVER
J.C.
Cobbs & Mitchell
240
40
Robert H. Singer 40 ·
Geo. Depew
80
Co. 40
J.R.Wiley
Geo. Donner
Albert Collins
40
LAKE
73
80
80
.
Michelson
35.90
MCPhee
L.C.
Geo. H.Depew
35.86
Guelph McCall
40
40
J. A.Haak & Sons
Geo.Donner
10
W.D. J. Wall row
Maynan! 40
40
40
Harriet Freer
Ged. E.Frost
C.E.
Bert Mc Call
Sam? Dubois
160
: 36.79
Est. 40
W. H.M.Call
80
Guelph Pat.Cask Co. 40
Corey 40 =
-
+ CEM.
W.A.
40 Smith 40
I.KO Feick 40
SILVER
Cobbs & Mitchell
J.W. Weaver
80
80
40
Bunker #40
80
F.W.Potter
80
160
Anson
W.H.
Pigeon
40
40
40
40
W. J.
Jas.
Sutliff
Guelph Pat. Cash Co.
Aggett Win 41.94 Guelph Pat.Cask Pidgeon Co.
R.
Reader
40
Geo.F.Dimick
B. Dimmick
J. M. Gladding
J.H.V.
Cobbs & Mitchell
Geo.E. Donner 40
M. A. Bryan 40
I
40.90
40.90
A.W. Myers
1
Co.
42.47
42.35
A.L.
Dimmick
M. A. J.E.
H
Harker
Louks
Sutliff Pidgeon!
S.D.No.1
F
42.00
H Collins 41.98
DA.W. Eck
Haak Mattie Lumber Beverly
M .. J. Bolen
15.82
R. R. Co.
G Jaques
E.
Chas
Webb
80
Sterens 40
80
= 40
40 .
40
Frank Buell
Moon 40
80
.
-1
a
440
J.E. Cornwell Holcom 40
P. E. Hackett
47
R.Donner
Maltby
Win Manning 160
640
280
J.R.
C ..
Geo.DI Richards
Hanson Butter &
9
MENTOR
Township 34 North, Range 3 West. of the Michigan Meridian. Scale: 2 inches tothe Mile.
EXPLANATION.
Section Line Farm or Lot Line Wagon Road Railroad Creeks & Springs
Houses
Churches School Houses Adjacent Lands owned by same party Connected by a hook thus ---- // Post Office
County Bridge
Coal, Leador Zinc Mine
.
59. 46
39.50 39,04
3.9.73
39.34
39.96
40.53 40.42 Vacant state
40,47 E. L. Kelsey
39,63 40.40
39.77
40,40
41.24 4141
41.57
41.74
41.43 T.C.
41.08
40.56 40.11
.
Chaney Dell
John
Cobbis &
Vacant
-1. -7 ----- 7-
Fike
Mitchell
WI H. Dwight
Owen Calkins 80
40 Hayden Holden 40
Bosfield & Co.
10
40
Wood
40
. 40
Whitman
40
DeCom
R.R. Co.
80
John Boyer
Benson
20
.
Ara I. Berry 68
J. W. Charleton
Patterson & Cox
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