transit traverse in missouri - usgs · transit traverse in missouri 1900-1937 ... southeastern...

UNITED STATES DEPARTMENT OF THE INTERIOR Harold L. Ickes, Secretary

GEOLOGICAL SURVEY , W Vf. C. Mendenhall, Director \ V\

Bulletin 916

TRANSIT TRAVERSE IN MISSOURI1900-1937

J. G. STAACKChief Topographic Engineer

Prepared in cooperation with the *

STATE OF MISSOURI

GEOLOGICAL SURVEY AND WATER RESOURCES

H. A. Buehler, Director

<) !» c » »> » * - * * ' *

UNITED STATES

GOVERNMENT PRINTING OFFICE

WASHINGTON : 1940

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CONTENTS

[The letters in parentheses preceding the titles are those used to designate the parts for advance publication]

Page(A) Southeastern Missouri, 1903-37 (published in December 1939)------ 1(B) South-central Missouri, 1908-37 (published in January 1940). ______ 125(C) East-central Missouri, 1903-37 (published in March 1940)._..___.-- 297(D) Northwestern Missouri, 1911-37 (published in August 1940)______ 441(E) Southwestern Missouri, 1900-1937-______-_______________________ 565(F) Northeastern Missouri, 1900-37_--____--___--__-__________.____- 733(G) Central Missouri, 1902-37__----...___.----_.--_.-.-...__'__--_-- 869(H) West-central Missouri, 1906-37. ________________________________ 1025

ILLUSTRATIONS

Page PLATE 1. Standard Geological Survey station marks and bench marks

IV (of each part)FIGURES 1-16. Each part contains two figures, an outline map of Missouri

showing names and relative position of the eight sections of the State covered by Bulletin 916, and an index map showing the quadrangles into which each of these sections has been divided. __ VIII, IX (of each part)

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GEOLOGICAL SURVEY W. C. Mendenhall, Director

Bulletin 916-A

PART 1. SOUTHEASTERN MISSOURI

1903-37

J. G. STAACKChief Topographic Engineer

Prepared in cooperation with the

STATE OF MISSOURIGEOLOGICAL SURVEY AND WATER RESOURCES

H. A. Buehler, Director

UNITED STATES

GOVERNMENT PRINTING OFFICE

WASHINGTON : 1939

For sale by the Superintendent of Documents, Washington, D. C. ...... - Price 20 cents

CONTENTS

Page Introduction. ................................ m

Scope of report. ............................. m

Cooperation. ............................... Ill

Classification of transit traverse .................... Ill

Adjustments ................................ IV

Station marks.' .............................. iv

Azimuth marks and supplemental points. .................. VI

Preservation and restoration of station marks. .............. VI

Datum. .................................. VI

Location of the area ............................ VII

Index map. ................................ VII

Diagrams of quadrangles showing routes of transit traverse ........ VII

Personnel. ................................ VIII

Explanation of tabulation of geodetic positions. ............. IX

Transit traverse. .............................. 1

Index .................................... XI

ILLUSTRATIONS

Plate 1. Geological Survey station marks. ................. IV

Figure 1. Outline map of Missouri showing the names and relative position of

the eight sections covered by the parts of Bulletin 916. on

transit traverse In the State. ................. VIII

2. Index map of southeastern Missouri showing the quadrangles into

which this section of the State has been divided ........ IX

II

TRANSIT TRAVERSE IN MISSOURI

PART 1. SOUTHEASTERN MISSOURI, 1903.37

J. G. Staack, Chief Topographic Engineer

INTRODUCTION

Scope of report. This bulletin, which for convenience la to be published In eight

parts, contains the results of all transit traverse done in Missouri through 1937 by the

Geological Survey, United States Department of the Interior, Including those hereto

fore published. (See page X.) Each of the parts deals with one of eight sections

into which the State has been divided for this purpose and which have been designated

northeastern, northwestern, southeastern, southwestern, central, east-central, south-

central, and west-central Missouri. In each part descriptions of the points for which

geodetic positions have been determined are listed according to the quadrangles in

which the points occur. Results of transit traverse other than that done by the Geo

logical Survey have not been included.

Cooperation. The State has contributed financially to the work of transit traverse

In Missouri since 1907, ordinarily cooperating with the United States Geological Sur

vey on a dollar-for-dollar basis. The agencies concerned in this cooperation are the

Missouri Geological Survey and Water Resources and, since 1929, the Missouri State High

way Commission. Since 193^> the Missouri Geological Survey and Water Resources, under

allotments from the Federal Emergency Relief Administration and the Works Progress Ad

ministration* has also supplied the funds to pay the personnel working on extensive

projects of horizontal control in the State. For these projects the United States

Geological Survey has furnished equipment and supervision as its share of the cooper

ation.

Classification of transit traverse. Lines of transit traverse are classified with

respect to the degree of refinement in the instruments and methods used and according

to the magnitude of the closure errors. The. .lines are run in loops or are connected at

each end to trlangulation or transit traverse of the same or higher order. When started

from and ended upon adjusted positions, lines of transit traverse are required to close

within the limitations prescribed by the Federal Board of Surveys and Maps?* which are

as follows:

First-order, 1 part in 25,000 Second-order, 1 part In 10,000

Third-order, 1 part In 5,000Fourth-order, 1 part in less than ^,000

Fourth-order traverse^employlng the use of transit or compass for direction and paced,

taped, or stadia measurements for distance, Is utilized by the Geological Survey for

plotting topographic detail in mapping operations only; it is not used as geodetic

control, and the points determined are not marked by standard tablets.

All transit traverse run by the United States Geological Survey in Missouri is of

third-order accuracy unless otherwise stated.

Formerly designated primary traverse.**See "Specifications for horizontal and vertical control," approved by the Board

May 9, 1933.

IV TRANSIT TRAVERSE IN MISSOURI

Adjustments. The computing of traverse begins with an adjustment of the azimuths

of courses, as first determined through the measured angles between them, so that they

will be conolstent with the azimuths obtained by frequent observations made upon the

sun or Polaris. With azimuths thus adjusted, and with taped distances corrected for

the temperature of the tape, latitudes and departures are computed; these are accumu

lated for sections of the traverse between marked points and are converted into dif

ferences of geodetic latitude and longitude, which are then applied successively, mak

ing It possible to carry computed positions through the line from its initial point.

A line of traverse beginning at one previously established position and closing upon

another usually does not fit exactly between them. The discrepancy thus developed at

the end of the line is called the error of closure, and, if not excessive, It Is pro

rated back through the line.

Generally, however, the circumstances of adjustment are not so simple; the lines are

run in complicated nets, with many Junction points that are not already fixed in pb'sl-

tion. The adjustment of any one line then depends upon the adjustment of the others In

the net. Such nets of traverse lines are adjusted by a method of least squares, so that

all links In the net may simultaneously exert their influence proportionately in attain

ing the result. The coordinates published In this bulletin, having been based upon or

brought into agreement with the best Information available for the fundamental triangu-

lation and higher orders of transit traverse, are likely to be changed only slightly by

future adjustments.

For some of the topographic mapping in Missouri, lines of transit traverse run by

the Interstate Commerce Commission for railroad evaluation surveys were used as aux

iliary control. In adapting the surveys to this purpose, for which they were not pri

marily Intended, it was necessary to connect independent sections, to tie them to es

tablished geodetic positions, and to observe true azimuths at Intervals along their

routes, in order that transcriptions from the field notes could be recomputed to yield

the geodetic positions required.

While the original surveys were undoubtedly well done, the complications Involved in

the recovery of stations and in recomputatlons introduced minor inconsistencies which

often resulted in excessive closure errors. It is recommended, therefore, that the

positions of points in these lines as published in this bulletin be used with caution,

particularly where a footnote indicates that an excessive closure was found.

Station marks. The station marks used by the United States Geological Survey (pi. 1}

consist of iron posts and bronze or aluminum tablets of the same form and design as

those used as principal benchmarks along lines of leveling. They are placed at inter

vals of about three miles at sites selected for accessibility and permanence.

The tablets are circular in shape, measure 5-7/8 inches in diameter, and taper from

a thickness of three-eighths of an inch at the center to about a quarter of an inch

near the rounded edge. During a short period in the years of the earlier surveys

the tablets used were made of aluminum. The softness of this metal, however, made them

susceptible to damage, so that aluminum as a material for tablets was soon discarded.

The earliest tablets were made of bronze, and bronze is the material now specified for

standard tablets. Each tablet is oast with a J-lnch shank extending from the center

of its reverse side, by means of which it Is cemented In place, and each bears an in

scription on its face. The Inscriptions on the tablets already placed differ in man;

*See Birdseye, C. H., Topographic Instructions of the United States Oeologloal Sur vey: U. S. Oeol. Survey Bull. 788, ppv 112-116, 1918.

GEOLOGICAL SURVEY Bri.LKTIX 016 PLATE 1

ApGICxjOV -(HE 0//f-. V.

Vi. ^FO . . f\ <J ^ o^ U\£>S

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ABOVE^SEA ||

STANDARD GEOLOGICAL SURVEY STATION MAHKS AND KKNC1I MARKS.

A and B, Standard tablets used for triangulatioii, transit traverse? and leveling where rock or masonry in available to hold them; A is used in cooperating States. C. Standard reference tablet used in iritinj-ula- tion; the arrow points to the station to which this mark refers. D, Under side of A, B, and C showing twisted shank which holds tablet in place. E, Standard iron post fitted with bronze cap bearing an inscription similar to that on a standard tablet, formerly used in transit traverse and leveling where no rock was available; superseded by concrete post with tablet set in top.

PART 1. SOUTHEASTER!! MISSOURI, 1903-1937 V

details, because of changes in design at various times. The face of every tablet,

however, is cast with the words "V. S. Geological Survey," a cross at the center which

indicates the fiducial point for position or elevation, and the words "Elevation above

sea." On some tablets the Inscription indicates that they were set in connection with

a project in which a State or other organization cooperated; on some the inscription

includes a triangle, which signifies a located point, enclosing the cross at the center.

Tablets bearing a triangle enclosing a cross may be used not only as traverse- or

trlangulation-atatlon marks but also as benchmarks. The inscription on moot of the tab

lets already set includes the warning "250 dollars fine for disturbing this mark," but

the latest design omits this phrase and adds the sentence "For information write the

Director, Washington, D. C."

If the tablet is to mark a transit-traverse station, the traverseman stamps it with

letters indicating this use of it, such as "Prim. Trav. Sta.," "P.T.S.," or "T.T.," as

well as his own identifying letter or letters, the serial number of the station, and

the year, using steel dies. If the tablet is set as a benchmark, the levelman stamps

it with his identifying letter or letters, the serial number, and the year. He may at

the same time stamp upon it with steel dies the figures of elevation to the nearest

foot, or these figures may be added later. Tablets that serve as station marks may

have been set as such or they may have been originally established as benchmarks. Thus

some of them serve a dual purpose, but each has stamped upon it the date and the iden

tifying designation of only the engineer who established it.

The figures of elevation that appear on a tablet are usually determined by field

computation only. It is sometimes found, therefore, that they do not represent the

latest information. This has happened either because they refer to some independent

datum temporarily adopted before first-order trunk lines made standard datum available,

or because a later adjustment made in the office has rendered necessary an appreciable

change In the figures as determined in the field. In June 1938 a field party was or

ganized and charged with the responsibility of stamping figures of elevation, to the

nearest foot, on the permanent benchmarks established in the State by the Geological

Survey. Thus, these figures may appear stamped on the tablets -in addition to the Iden

tifying letters and numbers quoted in the printed descriptions. It is assumed that

engineers and others who require accurate figures of elevation for the marks will use

those printed in Bulletin 898, Instead of accepting the stamped figures. If the appro

priate part of the bulletin is not conveniently accessible, a request for the desired

information may be addressed to the Director, Geological Survey, United States Depart

ment of the Interior, Washington, D. C.

The tablets, of whatever style, are cemented into holes drilled in solid rocks or in

the walls of public buildings, bridge abutments, or other masonry structures. Where ma

sonry or rock is not available, the tablets are set in the tops of reinforced concrete

posts, which may be either precast or mixed and molded at the selected site. The posts

are about 8 inches square or 8 inches in diameter at the top and larger at the base.

They vary in length from 36 to i|.8 Inches and are generally set so as to project about

6 Inches above ground.

Antedating the concrete posts which are now constructed to hold the tablets, in

places where masonry or rock is not available, are wrought-iron posts, to the topa of

which are riveted bronze caps of similar design to the tablets. These iron posts meas

ure Jj. feet in length and 34 inches in outer diameter and are set about 3 feet in the

VI TRANSIT TRAVERSE IN MISSOURI

ground. The bottom of the post spreads out to a width of about 10 inches in order to

give it a firm footing in the earth. No iron posts have been set in recent years.

They have proved impracticable, as they are easily disturbed or are often destroyed

by rust at the ground level.

Azimuth marks and supplemental points. When practicable two or more reference points

have been observed in the immediate vicinity of each station mark from which azimuths

may be found for future use. Such points as church steeples, windmills, water tanks,

or copper nails within triangles blazed on large trees have beei) utilized for this pur

pose.

Geodetic coordinates have also been determined for road or highway Junctions and In

tersections, railroad stations and crossings, mlleposts, and stream crossings.

Preservation and restoration of station marks. Any person who finds that a station

mark has been damaged, disturbed, or destroyed or that it should be reset or redescribed

on account of highway or other improvements will render a public service by communicat

ing the facts to the Director, Geological Survey, United States Department of the Inte

rior, Washington, D. C., before taking any action affecting the location or elevation of

the mark. A proper form, accompanied by a return-addressed, franked envelope, will be

aent for use In reporting the action taken and in recording the revised description of

the mark, if any, and the notes made in obtaining the revised position.

Datum. Horizontal control surveys for the earlier topographic maps made by the

United States Geological Survey were expanded as local projects by small arcs of trl-

angulatlon based upon regional astronomic stations* purposely established to meet such

needs.

Later, additional arcs were expanded from locally adjusted positions referred to the

astronomic datums of these original projects. This process eventually led to difficul

ty when the triangulatlon based on the datum of one region was connected to that based

on the datum of another region. It was then found that the closing arc was forced to

receive excessive corrections.

Eventually the arcs of first- and second-order trlangulation were extended through

out the country so as to 'form a comprehensive net of' such extent and strength that when

adjusted it provided one consistent general datum. Using this framework, it was then

possible to readjust the earlier local projects on a more uniform and rigid basis. The

adjustment of the first-order net as a whole included and represented the averaged re

sults of all available astronomic observations.

Geodetic coordinates resulting from and affected by this adjustment of the first-

and second-order trlengulatlon were distinguished from the coordinates accepted as

the result of previous adjustments by being referred to the "U. S. standard datum."

Subsequently, arcs of trlangulation in Canada and in Mexico were adjusted to agree with

the net in the United States, and the designation U. S. standard datum was changed to

North American datum. For stations in the United States no corrections to coordinates

were made as a result of the change in the designation.

*See Woodward, R. S., Latitudes and longitudes of certain points in Missouri, Kansas, and New Mexico: U. S. Geol. Survey Bull. Ifi, PO 10, 1889. See also Triangulatipri and spirit leveling Missouri: U. S. Geol. Survey l8th Ann. Kept., pt. 1, pp. 14.3-1U4. 1°97.

PART 1. SOUTHEASTERN MISSOURI, 1903,4937 VII

In 1927 the United States Coast and Geodetic Survey began a complete readjustment

of the entire first-order triangulation net, which by that time contained a great many

area of triangulation that were done after the first general adjustment was completed.

The readjustment changed the coordinates of trlangulatlon stations throughout the coun

try. The new datum resulting from this change Is referred to as the "North American

datum of 1927."

Transit traverse was first used by the United States Geological Survey in 1889 to

provide control for a mapping project in northern Missouri. It was adopted as a method

of establishing horizontal control bo supplant triangulation in wooded or cultivated

regions In which the scant relief in topography rendered the continuation of triangula

tion for mapping requirements slow, costly, and deficient in the number and distribution

of stations and useful supplemental points. The regulations of the United States Geo

logical Survey at that time specified that the traverse lines be started and ended

either at an astronomic station or at a triangulation station. Thus the changes In

datum made in the triangulation net have necessitated corresponding changes In the

transit traverse net.

The published results of transit traverse done by the United States Geological Sur

vey contain coordinates referring to one or another of the datums described here, accord

ing to the date of the computation or publication. Many of the earlier lines were cor

rected from their original astronomic datums to the U.S. standard datxm soon after the

basic coordinates referred to the latter became available. Recently much work has been

done to make the coordinates of all transit-traverse stations and supplemental points

refer to the North American datum of 1927» but the correction of the records probably

will not approach completion for a number of years. The latitude and longitude of all

triangulation- and transit-traverse stations, reference marks, and supplemental points

in Missouri published In this bulletin are referred to North American datum of 1927

Location of the .area.. Southeastern Missouri, as the term is used in this bulletin

and as the subject of part 1 of the bulletin, la that section of the State lying south

of latitude 38°00' and east of longitude 91°15'. (See fig. 1.)

Index map. The accompanying index map of southeastern Missouri (fig. 2) shows the

relative position of the quadrangle areas which make up this section. A quadrangle Is

the unit of topographic survey adopted by the United States Geological Survey for di

viding the area of the United States. All the quadrangles in southeastern Missouri

measure 15 minutes in latitude by 15 minutes in longitude.

Maps of many of the quadrangles In southeastern Missouri may be purchased at 10 cents

each retail or 6 cents each In lots of 5° or more. Prepayment is required and may be

made by money order, payable to the Director, Geological Survey, United States Depart

ment of the Interior, or in cash the exact amount, at sender's risk. Postage stamps

should not be sent.

Diagrams of quadrangles showing routes of transit traverse. At the beginning of the

list of descriptions and positions of stations for each quadrangle is a diagram showing

the routes followed by the lines of transit traverse in and Immediately adjacent to

that quadrangle. To aid in identifying these routes, the boundaries of the townships

and ranges In the quadrangle are indicated by light dashed lines, and the designations

nil TRANSIT TRAVERSE IN MISSOURI

of these land subdivisions are given on the margin. The principal settlements are also

shown. The solid lines represent the routes of transit traverse of the United States

Geological Survey. To each of these is assigned a number, and the same number is as

signed to the list of descriptions and positions of stations along that route.

Personnel. The transit traverse of the United States Geological Survey in south

eastern Missouri was done under the supervision of the several chief geographers or

chief topographic engineers who were In administrative charge of the.topographic branch

during the years when -the lines, were run. Included in the heading that precedes the

descriptions and positions of stations established along any line of transit traverse

are the name of the traverseman who ran that line and the date when it was run.

Figure 1. Outline map' of Missouri showing the names and relative position of the eight sections covered by the parts of Bulletin yi6, on transit traverse in the State. The shaded portion represents the section designated as southeastern Missouri, and the white areas within this portion represent tracts where no transit traverse has been done by the United States Geological Survey.

If this Information has been omitted, it may be assumed that the traverseman and the

date are the same as those indicated for the line immediately preceding. The adjust

ment of the transit-traverse net was done partly by J. R. Bills, associate geodetic

engineer, assisted by P. W. Goin, Junior engineer, in the Washington office and partly

by engineers In the field office at Rolla, Mo. The revision, correlation, and compila

tion of the descriptions and positions of stations was done at Rolla by employees of the

Works Progress Administration of Missouri, who also assembled the lists and made new

typewritten copies of them suitable for reproduction by photography. The work at Rolla

PART 1. SOUTHEASTERN MISSOURI, 190J-1937 H

was sponsored by the Missouri Geological Survey and Water Resources and was in charge

of W. R. Broaddus, of the United States Geological Survey. The work in the Washing

ton office was under the supervision of R. M. Wilson, chief of the section of computing,

under the general direction of if. G. Staack, chief topographic engineer.

Explanation.of tabulation of geodetic positions. In the text that follows, the de

scription of each station or supplemental point is followed by its geodetic coordinates

and the straight-line diagonal distance in feet between it and the preceding station, or

supplemental point. The latitude and longitude of each standard station mark is given,

21

76

_sz-*>v 67

65

us

19

w

11

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J

Figure 2. Index map of southeastern Missouri showing the quadrangles into which this section of the State has been divided. The number in a quadrangle is that of the page of this bulletin on which the list of positions in that quadrangle begins. No transit traverse has been done by the United States Geological Survey in those quad rangles in which no name appears.

with few exceptions, to hundredths of seconds, and the coordinates for supplemental points,

such as crossroads and mlleposts.are given to tenths of seconds.

For obvious reasons no distance to a preceding station is given with the coordinates

for the ao.tual starting point of a traverse line. However, if an entry in the distance

column appears in parentheses .at the beginning of a line, it Indicates that the traverse

is continuous but that the preceding station Is in an adjoining quadrangle and its de

scription and coordinates may be found in the appropriate list. No descriptions are

X TRANSIT TRAVERSE IN MISSOURI

repeated. Stations at traverse Junctions are fully described In the line In which they

first appear and are thereafter referred to by their designation followed by the paren-n it

thetlcal phrase (previously described). The coordinates of the closing station of a

traverse are repeated,and the laat diagonal distance Is Indicated.

TRANSIT TRAVERSE IN MISSOURI PREVIOUSLY PUBLISHED

Trlangulatlon and spirit leveling, Missouri: U.S. Geol. Survey, 19th Ann. Rept., pt. 1, pp. 158-160, 1898.

Results of primary triangulation and primary traverse, fiscal year 1900-1901, Missouri: U.S. Geol. Survey Bull. l8l, pp. 165-170, 1901.

Results of primary triangulation and primary traverse, fiscal year 1901-2, Missouri: U.S. Oeol. Survey Bull. 201, pp. 76-78, 1902.

Results of primary triangulation and primary traverse, fiscal year 1902-5, Missouri: U.S. Geol. Survey Bull. 2l6, pp. 155-136, 1905.

Results of primary triangulation and primary traverse, fiscal year 1905-ii, Missouri: U.S. Oeol. Survey Bull. 2l|5, pp. 61-65, 65-71, 190l(..

Results of primary triangulation and primary traverse, fiscal year 1905-6, Missouri: U.S. Geol. Survey Bull. 510, pp. 58-62, 1907.

Results of triangulation and primary traverse for the years 1906, 1907, and 1908, Mis souri: U.S. Geol. Survey Bull. 1^0, pp. 258-259, 579-589, 1910.

Results of triangulation and primary traverse for the years 1909 and 1910, Missouri: U.S. Geol. Survey Bull, l^b, pp. 205-219, 1912.

Results of triangulation and primary traverse for the years 1911 and 1912, Missouri: U.S. Geol. Survey Bull. 551, pp. 21^-251, 19lU.

Triangulation and primary traverse, 1913-15, Missouri: U.S. Geol. Survey Bull. 6144-. PP. 353-390, 1916.

Triangulation and primary traverse, 1916-18, Missouri: U.S. Geol. Survey Bull. 709, pp. 215-226, 1923.

INDEX

542120

S %31

8

Acorn quadrangle ......... 65-66Adjustment of transit traverse . . IV Advance. ............. 28, 30Advance quadrangle ........ 27-30Aid. ............... 39Alhambra Church. ......... 3"Allbright. ............ 46Alliance ........... i . 22Altenburg. ............ 21Altenburg quadrangle ....... 19-21Annapolis. ........ 73, 74, 75, 84Antloch Church ..........Apple Creek. ...........Appleton .............Aquilla. ............. 31,Arab ...............Arbor. ..............Arcadia. ........... 74, 77,Ardeola. .............Ash Hill (village) ........Asherville .............Avon .............. 121, 123Azimuth marks and supplemental

points, establishment of . VI

Balnbrldge ............ 1Bardley. ............. 96Barren Creek ........... IllBay Springs Church ........ 65, 68Beal ............... 105Bear Creek ............ 5°Beardsley, C. H., traverse by. . 112, 116Belnlich, J. J., traverse by ... 97-99,

103, 108-109, 119Belgrade ............. 118Bell City. ............ 29Bell triangulation sta ...... 30Belleview. ............ 76Bement School. .......... 5Bennett. ........ 91, 92, 96, 102Benton .............. 13Berry triangulation sta. ..... 65, 66Berryman quadrangle....... Il4-ll6Biehle .............. 23Big Barren Church. ........ 102Big Creek. ............ 75Big Four School. ........Big Lake triangulation sta . . . Big Spring School. .......Bismarck ............Black River. ......... 62, 72, 82

East Pork of. ......... 79Blodgett ............. 2, 12Blomeyer ............. 11Bloomfield .......... 31, 33, 37Bloomfield quadrangle. ...... 31-34Bloomsdale ............ 122Bluewater School ......... 62-63Bonne Terre quadrangle ..... 119-120Boss .............. 110-111Boss quadrangle. ........ 109-113

4119

5736115115

BoundsBoyd triangulation sta ....Brazil ............Brazil Creek .........Briar Creek (village). ....Brick House triangulation sta. . . 121;Bright Prospect Church ...... 43Broaddus, W. R., traverse by . 65-66, 68-70,

72, 83, 85-87, 88-89, 90-91, 95-96, 106-107

Brooks triangulation sta ..... 90, 92Brownwood. . .Brunot ....Bunhanan . . .Buck Creek . .Buckeye. . . .Buckhorn . . .Buffalo SchoolBunker .......... 107, 108,Bunker triangulation sta .....Burfordville ........... 24, 2bBusick .............. 9<Byrd Creek ............ It

PageCabaniss, D. R., traverse by .5-6, 9-10, 34,

35, 4o-kl, 60-63, 6k-65, 68Cadet. .............. 120Caledonia. ............ 118Camp triangulation sta ...... 100Campbell Hill quadrangle ..... 124Canalou. ............. 9Cane Creek (tributary to Black

River) .......... 64, 69Cane Creek (tributary to Byrd

Creek) .......... 16, 2kCane Creek School. .......... 68Caney Creek (village). ...... l4Caney Pork Church. ........ 25Cape Girardeau .......... 15, loCape Girardeau quadrangle. .... 15-18Cape La Croix Creek. ....... 15Cape Rock. ............ 1Cardareva quadrangle ...... 103-105Carter .............. 70Carter School. .......... 52Cassil, L. A., traverse by . 96, 100-101 Castor River ....... 9, 28, 42, 4?Cedar Creek. ........... 56Cedar Pork Church (Chester quad

rangle ).......... 124Cedar Pork Church (Higdon quad

rangle) .......... 50Centerville. ...... 8l, 82, 83, 107Chaffee. ............. H;Chaonia. ............. 58, 59Charleston quadrangle. ...... 4-5Charteroak ............ 6Cherryville. ........... Il4Chester quadrangle ....... 123-124Chicopee ............. 99Chilton. ............. 87-88Chloride ............. 73, 74

22 71 III 104 70

3

Cinque Homines CreekClark Creek. ...........Classification of transit traverse Clear Spring School. .......Clearwater (sta.). ........Cliff. ..............Clubb. ..............Coker School ........... ISColdwater. ............ 55, 56Coldwater quadrangle ....... 54-5&Collins School .......... ?4Cooperation. ........... IllCornwall ............. 49Corridon ............. 106Corrldon quadrangle. ...... 106-109Courthouse triangulation sta ... 15 Courtois .............. lloCraig, C. D., traverse by. .... 83,

107, 111, 118 Crooked Creek. .......... 25Crosstown. ............ 19Crossville Church. ........ IllCrowder. ............. 9Cumtnings .............. 99Current River. .......... 99Cypress Creek. .......... 66

Dale ............... klDagonia. ............. 106Datum of positions ........ VI-VIIDe Lassus. ............ 120Delta. .............. 11Des Arc. ............. 73, 75Des Arc quadrangle ........ 73-75Devils Toll Gate ......... 76Dexter .............. 33, 38Diagrams of quadrangles. ..... VII-VIII

See also individual quadrangles Dillard. ......... .110, 114, Il6Dlllard triangulation sta. .... Il6Ditch triangulation sta. ..... 7, 9Dodd triangulation sta ...... 96Doe Run. ............. 52Doe Run Creek. .......... 53Doe Run Junction ........ 120, 122Dongola. ............. 28

XI

XII INDEX

PageDonlphan. ....... 65, 90, 91, 92-93Donlphan quadrangle ........ 90-94Drunken Creek ........... 2bDuck Creek. ............ 44Dudley. .............. 39-40Durnell .............. 32Dutchtown ............. 17

Eaglette. ............. 1)2Eastwood. ............. 101Ebenezer Church .......... 5!).Edgehlll quadrangle ........ 79-80Eleven Point River. ........ 96Elizabeth Church. ......... 9!Elledge, W. C., traverse by .... 2-5,

7-9. 12-11;, 27, 30. 34> 44-45, 48, 58.59. 63

Elllngton ......... 82, 8IJ., 85, 86Bills, J. R., traverse by . 22,1)6, £9-50, 51,

76,79-80,81, 109-110, 114,U7,U9-120, la, 122-121).

Ell3inore ......... 67, 69, 87, 89Eureka School ........... 20Exchange. ............. 104

Pagan School. ........... 38Fairdeallng ............ 66Fairview School .......... 10Farnington. ............ 121Parmington quadrangle ...... 120-122Federal Board of Surveys and Maps,

limitations prescribed by . Ill Federal Emergency Relief Administra

tion, cooperation with. . . Ill Ferrys............... 59Fisher, C. R., traverse by. . . . 11, 18,

27-28, 37,42, 59-60, 67-68, 70-71 -67-68, 70-71, 73-75, 76-77, 80, 82-83,84-85, 87-88, 99-100, 104-105

ko 65

Fisk. ....Flatwoods ............Flatwood School (Perryville quad

rangle ).......... 23Flatwood School (Zalma quadrangle). 43 Flora Creek ............ 1Floral triangulation sta. ..... 1, 2Floyd ............... 117Fredericktown ....... 51-52, 53, 54Fredericktown quadrangle. ..... 51-53Premont .............. 99-100French Mills (village). ... 55, 75, 121Frisco. .............. 34Frizaell Branch .......... 52Frohna. .............. 21Fry School. ............ 43Fulbright School. ......... 25

Gads Hill (village) ........ 71Garwood ........... 86Gatewood. ............. 97-?8Gatewood quadrangle ........ 95-99Gerler. .............. 21Gladdendale School. ........ 83Glenallen ............. k8Glover. ....... 74Goodland. .......... 80, 112, 113Gordonville ............ 17Grandin .............. 69, 88Grandin Junction. ......... 87Grandin quadrangle. ........ 87-89Granite Bend. ........... 70Grassy. .............. 48Grayridge ............. 34Greeley .............. 111-112Green Cox ............. 28Greenbrier. ............ 42Greenville. ........... 57, 58, 72Greenville quadrangle ....... 56-59Grindstaffe ............ 49Gross, H. W., traverse by ..... 91-92Gulf Junction (village) ...... 17

204526

Hager School. ..........Hahn. ..............Hamestring School ........Hanson. .............Harviell quadrangle .......Heitmans Mill ..........Hendrickson ...........Hickory Grove School (Greenville

quadrangle).......Hickory Grove School (Van Buren

quadrangle) .......

644960

58

102

Higdon quadrangle. ........ 49-50Billiard ............. 62Himniel .............. 33Hobart .............. 108Hofner triangulation sta ..... 3Hog Creek. ............ 26Hogan. .............. 76Holliday Creek .......... 58Honolulu School. ......... 106Howe Mill School ......... IllHubble Creek ........... 16Hughes Creek ........... 20Hunter ............ 87, 88, 89Hunter Creek ........... 56Huntervllle. ........... 3kHurricane Creek. ......... 98Huskey School. .......... 26Huzzah .............. 115Huzzah Creek .......... 110, 115

Idalia triangulation sta . . . . . 33, 34Idlewild ............. 42Illmo. .............. 13Indian Creek ........... 1, 16Interstate Commerce Commission,

transit traverse by. ... IVIron Mountain (village). ..... 77Ironton. ............. 77, 78Ironton quadrangle .........76-78

Jackson. .........Jaydee ..........Jed Smith School .....Jenkins Basin. ......Jewett ..........Job. ...........Jonca Creek, North Pork of Jonesboro quadrangle . . . Juden Creek. .......Junction triangulation sta Junland SchooZ ......

161218930 75

95-96 1211-2

38, 89 6l

Keener .............. 68Kinder .............. 42Krattler, G. L., traverse by . . 105, m

La Valle ............. 35Ladero .............. 60Laflin .............. 25-26Lake Killarney .......... 78Lambert School .......... 33Latty. ............. 117, 118Lawaon, J. M., traverse by .10,29-30,31-34,

35-36, 37-40, 44, 120 Leavltt, J. B., traverse by. . . . 18,

19-21, 23, 24-25, 50 Leeper ............ 70, 72, 86Leora. .......... 29, 32, 38, 44Lesterville. ....... 79, 80, 82, 83Libertyville ........... 51Lick Creek ............ 33Little Black River ........ 66, 90Little Brushy School ....... 63Little Pilot Knob. ........ 117Little River .......... 6, 7, 10Little St. Francis River ..... 52Little Whitewater River. ..... 26Location of the area ....... VII

outline map showing ...... VIIILodi ............... 56Logan Creek. ........... 86Lone Cedar School. ........ 106Lone Hill Church ......... 66Lost Creek ............ 58Loughboro. ............ 120Love joy Creek. .......... 21Low Wassle ............ 100Lower Doe Run School ....... 86Lowndes. ............. 45» 58Lukefahr School. ......... 23Lusk Chattel. ........... 3Lutesville ........ 25, 28, 47. 48

Maiden quadrangle. ........ 35Mallow School. .......... 115Maple Grove School ........ 24Marble Hill School (Poplar Bluff

quadrangle)........ 62Marble Hill (town) ........ 26Marble Hill quadrangle ...... 24-27Marcoot. ............. IllMarquand ............. 46, 47Marquand quadrangle. ....... 46-48Martin triangulation sta ..... 68

INDEX

Matthews. ........Maulsby .........McGee ..........McKenzie Creek. .....McNair, E. L., traverse by

1035

.. 71

.. 8l-82. 8k, 103-lOlj.

Messier .............. 29Middlebrook ............ 77Midridge. ............. 109Mill Spring (village) ....... 70, 72Milloreek ............. 53Mlllheim. ............. 23Mine La Motte ........... 51Miner ............... 8Mingo ............... 37Minimum .............. 74-Missouri Geological Survey and Water

Resources, cooperation with III, IX Missouri State Highway Commission,

cooperation with. ..... IllMissouri, transit traverse in, ear

lier publications on. .... XMoccasin Springs (village). .... 1Montay triangulation sta. ..... 101Moore Chapel. ........... 4.7Morehouse ............. 7» 9Morgan School ........... 95Morley. .............. 12Morley quadrangle ......... 11-llj.Morley triangulatlon sta. ..... 12Munger. .............. 79Myrtle. .............. 96, 99

Nash. ..........Neelys Landing (village). New Bethel Church ....New Hamburg .......New Home Church .....New Madrid quadrangle . ,

. . 11 1, 18, 19

Oak Ridge (village) ...... 18, 19, 2<-Oakgrove School .........Oates Ojibway . . . . Orchard Switch. Oriole. . . . . Ozark store . . Ozora . . . . .

11359h66

122

Paint Rock Creek. ......... 105Palmer. .............. 111)., 118Parker, R. H., traverse by. . 110-111, 112 Parks Branch. ........... 53Patterson ............. 71Patton. .......... 23, lj.6, Itf, 4.9Pecan Grove School. ........ 17Perkins .............. 29Perryvllle. ............ 22Perryville quadrangle ....... 22-25Personnel ............. VIIIPiedmont. ........... 70-71, 85Piedmont quadrangle ........ 70-72Pilot Knob. ............ 77Pine. ..'............. 96-97Pine Creek. ............ 52Pine Ridge Camp .......... 70Pine Valley School (Cardareva quad

rangle) .......... 105Pine Valley School (Ruble quadrangle) 85 Pine Valley School (Willlamsvllle

rangle) .......... 69Pitt. ............... 21Platow. .............. 71Pleasant Hill Christian Church. . . 118 Pleasant Hill School. ....... 98Pocahontas. ............ 19Ponder. .............. 93Poor triangulation sta. ...... 31, 35Poplar Bluff. ........ 6l, 62, 68, 69Poplar Bluff quadrangle ...... 59-63Positions, datum of ........ VI-VII

tabulation of.......... IX-XPossum Trot Creek ......... 115Posts, use of, to hold tablets. . . V Potosi. ............. 117, 118Potoal quadrangle ........ 117-11QPoynor. .............. 92 > 9,4Pulaski .............. 66Pumping triangulation sta ..... 15Puxico. .............. 37, 39Puxico quadrangle ......... 37-4-1

178220 O 39 10

8

PageQuadrangles in southeastern Mis

souri, index map showing . IX maps of, how to obtain. .... VII See also descriptions and dia

grams under individual quadrangles.

Radford School .......... 106Randies. ............. 29Randol School. .......... 16Rat. ............... 108Redford. ........... 82, 83-8!).Redford quadrangle ........ 8l-8lJ.Reynolds ............ 106-107Riverside School ......... 85Riverton ............Rock Creek School. .......Rock Levee ...........Rocky Creek Palls. .......Rombauer .............. 61Roselle. ............. 78Ruble quadrangle ......... 8l(.-87

Sabula .............. 73Saco ............... 5!)., 55St. Francis River. ....... 51, 52,

57, 65, 71. 77, 122 Salcedo .............. 7Saline Creek ........... 22Sand Spur. ............ 11Sanders, J. L., traverse by. . 12, 25-27,

28-29, 31.37, k2-kk> k6-kl, 51-58, 60, 71-72,75, 77-78, no,1114.-116, 118, 122

Sawyer .............. 6lSchnurbusch Church ........ 20Scope of report. ......... IllScopus .............. 26Sedgewickville .......... 23, 25Seventysix ............ 21Shady Grove School ........ 52Sharpsboro ............ 11Shawnee. ............. 105Shook. .............. 58Short. ........... 88, 89, 101Sikeston ............ 7, 8, 10Sikeston quadrangle. ........ 7-1°Sikeston triangulation sta.. ... 7, 8Sllva. .............. 57Silver Lake (village). ...... 22Silver Springs (village) ..... 1193imp3on School .......... 10kSlmpson triangulation sta. .... 21Sinking Creek. .......... 82Sltzke store ........... kkSloan Creek. ........... 15Starland ............. 21Station marks, classes of. .... IV

forms of. ........ IV-VI, pi. 1how set ............ IV-VIpreservation and restoration of

Stegall triangulation sta. ....Stouts Creek ...........Sturdivant ............Swlnton. .............

VI 105

Tanner ..........Tatum, Sledge, traverse by

... 9

. . . 117-118,

Terre Bleue Creek. ..Thebes quadrangle .........Thompson Chapel. .........Three Rivers Baptist Church. . . .Three Springs School .......Tilsit .............. 17Tom Sauk Creek ..........Toppertown ............Tram triangulation sta ......Transit traverse, adjustment of. .

classification of .......in Missouri, earlier publica

tions on .........Tucker ..............Turner'3 mill. ..........Twelvemlle ............Twelvemile Creek .........

29

60.14,1211212 ;5 6912160

79 32102 IV

III

10554.

01 am . . . Uhiontown. Upalika. .

1232067

XIV INDEX

Page Valley Ridge quadrangle. ...... 36Vulcan ............... 75Van Buren. ....... 87, 99, 101, 10kVan Buren quadrangle ....... 99-103.Vanduser .............. 8Vauae triangulation ata. ...... 123

Walker Branch. ........... 79Walker Chapel. ........... k3Wappapello .......... 37» i(-5» 59Ward School. ............ 12Warm Springs, Ark. ......... 98Weingarten ............. 122Weingarten quadrangle. ...... 122-123West Pork (village!. . . 107, I11 . 112-113 Westmoreland Church. ........ 13Weatover .............. IlkWhitewater ............ 2k, 28Whltewater River ....... 11, 25, 29Wilby. ............... 62Wilderness ......... 100-101, 103

PageWilliams, C. W. , traverse by ... 66,

75, 83- fflj., 8?, Ql, 92-9k, 96-98,101-103, 107-108, 109, 112-113

Williamsville . .......... 67, 68Wllliamsville quadrangle ..... o7-70Wilson, J. H., traverse by . 19, 22, 12k Wittenberg ............ 21Wolf Creek ............ 29Works Progress Administration, co

operation with .... Ill, VIII

Yoakum, B. H., traverse by. 1-2, 11, 15-17, 2k,27 Yount. .............. k9

Zadock ..............Zalma. ..............Zalma quadrangle .........Zeta ...............Zion Church (Bloomfield quadrangle) Zion Church (Coldwater quadrangle)

kj,

32 32 5k

o

TRANSIT TRAVERSE

JOHESBORO QUADRANGLE * (Latitude 57°15'-37°50'; longitude 89°15'-89030')

Cape Girardeau County

1. PROM CAPE GIRARDEAU QUADRANGLE NORTHEAST, NORTH, AND NORTHWEST ALONG ST. LOUIS-SAN FRANCISCO RAILWAY INTO CAPE OIRARDEAU QUADRANGLE (by B. H. Yoakum in 1930) .

(Continued from Cape Girardeau quadrangle; see line 1.)

Station

Cape Rock, R.R. at Mississippi River pilot light-

Floral triangulation sta.; M.R.C.** stone post

R.R. at rd. crossing, 30 ft. SW. of trestle 126.9, 190 ft. W. of stone on line between

R.R. at rd. crossing, near S. end of bridge

T. 31 N., R. l4 E., E. cor. sees. 1 and 12, flat stone at SW. corner of blacksmith shop of

14-F triangulation sta.; M.R.C. iron post

Bainbridge, 1 mi. S. of, center of trestle 123.0- Tps. 31 and 32 N., Rs. 14 and 15 E., cor. of,

intersection of fences along drain - --- -


T-<fence E., near cor. sees. 25, 30, 31, and 36, 'T. 32 N., Rs. 14 and 15 E. -


8-F triangulation sta.; K.R.C. iron post

Moccasin Springs sta., 0.5 ml. S. of, on E. side of R.R., Mississippi River pilot light

Moccasin Springs sta., R.R. at switch stand and

Trestle 117.2, center of, near old stone quarry -

Neelys Landing, 0.8 mi. S. of, E. rail at cross-

Latitude

0 1 II

37 19 U.I 37 20 12.5 57 20 28.8

37 20 50.33

37 21 08.4 37 21 38.3

37 21 5S.7 37 21 56.4 37 21 51.14 37 21 55-7 37 22 33.0

37 22 54.0

37 23 30.14 37 23 51.8

37 23 514 37 23 51.8 37 24 36.3

37 24 41-89

37 2l| 42.7

37 25 12.59

37 25 42.44 37 26 20.7

37 26 43.8

37 27 02.8 37 27 37.2 37 28 ll.l 57 28 44-98 37 28 55.3

37 29 18.07

Longitude

o.i n 89 29 42.8 89 29 32.1 89 26 45.5

89 28 28.15

89 27 59-0 89 27 16.7

89 26 36.k 89 26 27.889 25, 56.9989 26 36.4 89 26 18.0

89 26 12.8

89 26 02.0789 26 04.689 26 08.4 89 26 04.6. 89 26 11.489 26 11.05 89 26 14.0 89 26 17.7389 26 21.83 89 26 47.189 27 04.189 27 26.889 26 10.0 89 28 4l.O 89 29 06.94 89 29 24.289 29 45-H

Distance

Feet (2,090) 3,296 4,109

.2,589

2,977 4,564

3,697

2,388

4)656

2,152

3,764 2,198

599 4,' 524

527 259

3,0423,038 4,3702,7102,655 4,927 4,241 lj.,015

2,853

'The greater part of this quadrangle lies in Illinois. 'Mississippi River Commission.**Missi


Station Latitude

o t n

Longitude

0 | II

Distance

Feet

2. PROM SEC. 22, T. Jl N., R. Ik E., NORTHWEST INTO CAPE OIRARDEAU QUADRANGLE AT SEC. l6, T. 3! N., R. ik E. (by B. H. Yoakum In 1920)

Private lane SW. to dwelling of Jerry Hobbs at

37 20 50.3337 21 18.9

37 21 k6.1|

89 28 14-6.8

89 29 254

5,257

^,178

(Continued in Cape Girardeau quadrangle; see line 2.)

Magnetic declination in 1921, k°30'E.

THEBES QUADRANGLE * (Latitude 37°00'-37°15'; longitude 89°15'-89°30')

Mississippi and Scott Counties

1. PROM CHARLESTON QUADRANGLE AT SEC. 7, T. 27 N., R. 15 E., WEST INTO MORLEY QUADRANGLE AT SEC. 1, T. 27 N., R. ik. E. (by W. C. Elledge in 1931)

(Continued from Charleston quadrangle; see line 1.)

Station

T. 27 N., Rs. llj. and 15 E., quarter cor. between

Blodgett, 2-5 mi. E. of, 50 ft. N. and 13 ft. E. of T-rd. E. at W. cor. sees. 6 and 7, T. 27 N., R. 15 E., 13 ft. E. of T-rd. W. at E. cor. sees. 1 and 12, T. 27 N., R. ik E., in concrete post;

Drainage ditch, center of wooden bridge over

Latitude

oi n

37 00 ok. 6

37 oo 31-30 37 oo 31.1

Longitude

0 | II

89 29 02-5

89 29 02.58 89 29 50.2

Distance

Peet

(lt.,915)

2,700 3,865

(Continued in Morley quadrangle; see line k.)

2. PROM SEC. 6, T. 27 N., R. 15 E., NORTHEAST TO SEC. 1, T. 27 N., R. 15 E. , THENCE SOUTHEAST INTO CHARLESTON QUADRANGLE AT SEC. '9, T. 27 N., 'R. 16 E. (by W. C. Elledge in 1931)

T. 27 N., R. 15 E., quarter cor. between sees. 6

T. 27 N., R. 15 E., cor. sees. 5, 6, 7, and 8,

T. 27 N., R. 15 E., cor. sees, k, 5, 8, and 9,

(For balance In Charleston quadran

37 00 31.30

37 00 30.7

37 00 30.8

37 00 30.9

;le, see line

89 29

89 28

89 27

89 26

2.)

02

32

59

.58

.2

5

.1

2,k68

2,650

5,300

The greater part of this quadrangle lies in Illinois.

PART 1, SOUTHEASTERN MISSOURI, 1903-1937

Station

T. 27 N., R. 15 E., cor. sees. 1, 2, 11, and 12,-

T-rd. E. - Lusk Chapel, In NE 1/1). see. 1, T. 27 N., R. 15 E.,

550 ft. SW. of rd. fork E. , 1 ft. E. of SE. corner of chapel, in concrete post; standard

T. 27 N., R. 16 E., near quarter cor. between sees. 5 ; and 8, on Mississippi-Scott county line, 31 ft. S. of rd. , 13 ft. S. and 2 ft. W. of corner fence post, In concrete post;

Latitude

0 | 11

37 00 30.6 37 01 10.1

37 01 SI. 92 37 01 lj.1.3 37 00 514.. 8

37 oo 29.11

Longitude

0 | II

89 23 34.1 89 23 11.5

89 22 57.23 89 22 IJ.J 89 21 384

89 20 14.9.89

Distance

Feet

(U.207) U,389

^'587 3,718 5.W8

4,717(Continued in Charleston quadrangle; see line 2.)

FROM MORLEY QUADRANGLE AT SEC. 3, T. 28 N., R. 14 E., NORTH TO SEC. 33, T. 30 N...R, 14 E., THENCE EAST ALONG ST. LOUIS-SAN FRANCISCO RAILWAY TO MISSISSIPPI RIVER AT POINT OPPOSITE THEBES, ILLINOIS (by W. C.. Elledge in 1931)

(Continued from Mortley quadrangle; see line 6.)

Tps. 28 and 29 N., R. 14 E., on line between sees. 3 and 34, rd. at fences E. and W.

Rd. fork W.

37 07 37.9

(For balance in Morley quadrangle, see line 6.)

_. . . _ 37 11 36.2

(For balance in Morley quadrangle, see line 6.)

29 55-3

29 58.3

(3,220)

(1,642)

37 13 31-137 13 0241

89 29 42.U89 28 31.4

(4,444)2,995

4. FROM SEC. 24, T. 29 N., R. 14 E., SOUTHWEST ALONG ST. LOUIS-SAN FRANCISCO RAILWAY INTO MORLEY QUADRANGLE (by W. C. Elledge in 193D

Hofner triangulatlon sta.; U.S.C. & G.S. standard

Drainage ditch, center of trestle 146.11 over - T. 29 N., R. lli E., in NW 1/4 sec. 36, 48 ft. N.

and 21 ft. W. of R.R. at rd. crossing, 7 ft. S. of corner fence post, in concrete post;

Drainage ditch, center of trestle E-148.6 over T T 30 E 1931 (In Morley quadrangle; see line 6.)

37 10 05.41

37 09 16.437 08 33. g

37 08 21.143

37 07 00.7 37 06 18.82

89 27 04-8889 26 5K..SO

89 27 32.4

89 27 49-91489 28 47.689 29 38.3 89 30 14.66

9485,597 6,272

-, QQ/

6,3975,586 5,161

Magnetic declination in 1929, 4°30'E.


CHARLESTON QUADRANGLE (Latitude 36?k5'-37°.00 I ; longitude 89°15'-89 030')

Mississippi, New Madrid, and Scott Counties

~P~ RISE / "^S R 16 E

J LAKE

CHARLESTON O

T 27 N

1. FROM SIKESTON QUADRANGLE AT SEC. 25, T. 27 N., R. lk E., NORTH INTO THEBES QUADRANGLE AT SEC. 7, T. 27 N., R. 15 E. (by W. C. Elledge in 1931)

(Continued from Sikeston quadrangle; see line 1.)

Station

T. 27 N., R. 114. E., In center of E 1/2 sec. 2k, 20 ft. N. and 21 ft. W. of T-rd. W., 2 ft. N. of fence, in concrete post; standard tablet

T-rd. N., 80 ft. E. of wooden bridge over

T. 27 N., R. ll(. E., E. quarter cor. sec. 13,

Latitude

0 1 11

36 57.27-1

36 58 19.56

36 58 324 36 59 06.2

36 59 16.0

Longitude

0 | II

89 29 17-5

89 29 18.38

89 29 17.989 29 18.0

89 29 01.8

Distance

Feet (k,830)

5,302

1,302 3, fco

1,639

(Continued In Thebes quadrangle; see line 1.)

2. PROM THEBES QUADRANGLE AT SEC. 8, T. 27 N., R. 15 E., EAST TO SEC. 18, T. 27 N., R. 17 E. (by W.. C. Elledge in 1931)

(Continued from Thebes quadrangle; see line 2.)

T. 37 N., R. 15 E., 1440 ft. N. of cor. sees. 8, 9, 16, and 17, 110 ft. S. and 30 ft. W. of Junction of State Highway 55 and rd. E., in concrete post; standard tablet stamped "T T

North cut drainage ditch, center of iron bridge

State Highway 55 from NW.-S. at rd. E. , on line between sees. 15 and l6, T. 27 N., R. 15 E.

T. 27 N., R. 15 E., quarter cor. between sees. Ik and 15, corner of fences E., W., and S. -

T. 27 N., R. 15 E., about 850 ft. W. of quarter cor. between sees. "13 and lL, kO ft. W. of Charleston-Commerce rd. at lane E., 2 ft. N. and 12 ft. W. of fence corner, in SE. corner of Jacob Jef fries' yard, in concrete post;

Wooden bridge over drainage ditch, center of -

36 59 14.2.50

36 59 [4.0.3

36 59 28.2 36 59 2k. 6 36 58 58.14.

36 59 11.8

36 59 12.08 36 59 21.7 36 59 51-3

89 26 514.. 38

89 26 37.5

89 25 14.7.5 89 25 Ik. 5 89 25 114.. 2

89 2k kO.6

89 23 [4.3.63 89 23 50.1 89 23 51.0

(k,895)

1,387

1^,233 2,705 2,650

3,014-7

k,6l9 1,103 2,993

(For balance in Thebes quadrangle,

Crossroads - --T-rd. S. on line between sees. 15 and 16,

T. 27 N., R. 16 E. T. 27 N., R. 16 E., about 0.1; mi. N. of cor.

sees. Ik, 15, 22, and 23, 52 ft. S. and 20 ft. E. of old T-rd. S., 2 ft. N. and 10 ft. E. of corner post, in concrete post; standard tablet stamped "T T 2k E 1931"

Crossroads -

see line 2.)

36 59 ki.i

36 59 28.3

36 59 09.79 36 58 58.2

89 19 50.2

89 19 12.1

89 18 07.314. 89 17 llt-9

(6,857)

3,3k5

l&


Station

Big Lake triangulation sta.; U.S.C. & G.S.

Latitude

o t n

36 58 14.9436 59 17-836 59 214.. 2

36 59 01.28

Longitude

0 I II

89 16 18.0§9 15 394 89 15 13-1

89 15 25.09

Distance

Feet k,700U.2532,227

2,5H

FROM SIKESTON QUADRANGLE AT SEC. 36, T. 25 N., R. ll| E., NORTH INTO SIKESTON QUADRANGLE AT SEC. 13, T. 26 N., R. ik E. (by D. R. Cabanlss In 1931)

(Continued from Sikeston quadrangle; see line 8.)

Matthews, 5.5 mi. E. of, along rd. to East Prairie, 25 ft. S. and 30 ft. W. of crossroads at cor. Tps. 2k and 25 N., Rs. Ik and 15 E., 15 ft. W. of large elm tree at entrance to rd. S., in concrete post; standard tablet stamped

T. 25 N., Rs. Ik and 15 E., cor. sees. 2R, 30,

T. 25 N., Rs. llj. and 15 E., cor. seca. 19, 2k,

T. 25 N., Rs. ll<. and 15 E., sees. 13, 18, 19, and 2k, 25 ft. N. and 15 ft* W. of T-rd. W. at cor. of, in concrete post; standard tablet stamped "T T 16 C 1931" -,

T. 25 N., R. Ik E., quarter eor. between sees. 1

Tps. 25 and 26 N., R. ll; E., quarter cor. between sees. 1 and 36, 2 mi. S. of Bement School, 20 ft. S. and 18 ft. E. of small bridge over drainage ditch, in concrete post; standardtoVll «f- ot-omr»orl "T1 T1 T *7 P "I OX1 H

T. 26 N., R. Ik E., quarter cor. between sees. 25

Bement School, quarter cor. between sees. 2k and 25, T. 26 N., R. 14 E., kO ft- w « °f rd., 27 ft. S. of large oak tree', 2 ft. N. of fence, in SE. corner of schoolyard, in concrete post;

T T 7 E 1931 (In Sikeston quadrangle; see line 1.)

36 14.5 3lj-.0

36 45 33-97

36 k6 274

36 k? 20.3

36 14.8 12.61 36 {4.9 05.6 36 1|9 05.5

36 k9 57-8

36 50 5l.k2

36 51 14.3.6 36 52 10.6

36 52 36.914- 36 53 17.6 36 <&. 16.2 36 51; 02.78

89 29 33.0

89 29 00.28

89 29 00.6 89 29 oo.i

89 28 59.96 89 28 59-4 89 29 33.§

89 29 33-7

89 29 3148

89 29 32.2 89 29 32.2

89 29 32.7089 29 32-5 89 29 334 89 30 20.33

(3,970)

2,663

5,14.00

5.351

5.301). 5,350 2,800

5,290

5413

5,290 2,727

2,663 I;, 118 S,920k, 014.9

Magnetic declination in 1930,


NEW MADRID QUADRANGLE * (Latitude 36"»30' -36°k5'; longitude 89°30'-89"

New Madrid and Stoddard Counties

C^URTEROAK

NEW MADRID

Q

1. PROM MALDEN QUADRANGLE NORTHEAST ALONG ST. LOUIS-SAN PRANOISOO RAILWAY INTO SIKEST01I QUADRANGLE (by D. R. Cabaniss In 1931)

. (Continued from Maiden quadrangle; see line 1.)

Station

Large drainage ditch, center of bridge £-183.5

Charteroak, k5 ft. E. of sta., 27 ft. S. of center of track. In concrete post; standard

R.R. at abandoned rd. N. and drainage ditch S on

Latitude

o t n36 ki 50436 k2 06.9

36 k2 33.0

36 k3 03.10

36 k3 1+4.6 36 k3 59.1 5;^ )ih ^ci.i

Longitude

o t n

§9 kk 36.9 89 kk 15.5

89 k3 kl.2

89 k3 01.29

89 k2 07. k §9 kl k^.k Ro .1 m.li

Distance

Feet (3.300) 2,k28

3,828

k,k5°

6,069 2,130)i.«;f;ii

(Continued In Slkeston quadrangle; see line 6.)

Magnetic declination in 1929, k°k5'E.

A small part of this quadrangle, near Its southeast corner, lies In Kentucky.

PART 1, SOOTHEASTERN MISSOURI, 1903-1937

SIKESTON QUADRANGLE (Latitude 36 0k5'-37 000'; longitude 89°30'-89°k5')

Mississippi, New Madrid, Scott, and Stoddard Counties

JRI4E f

PROM SEC. 2, T. 25 N., R. 12 E., NORTHEAST ALOHG U.S. HIGHWAY 60 TO MOREHOUSE, THENCE NORTH ALONG ROADS TO SALCEDO, THENCE EAST BY WAY OP SIKESTON TO SARGENT, THENCE NORTH INTO CHARLESTON QUADRANGLE AT SEC. 25, T. 27 N., R. Ik E. (by W. C. Elledge in 195D

Station

Ditch trlangulation sta.; U.S.C. & G.S. standard

Highway at crossroad on New Madrld-Stoddard

Morehouse, St. Louis-San Francisco Ry. at cross-

Morehouse, near E. edge of, 51 ft. N. and 16 ft. E. of crossroads, 6 ft. S. and 16 ft. E. of Missouri Pacific R.R. at rd. crossing, 3 ft. N. of crossing signal, in concrete post;

T. 26 N., R. 13 E., cor. sees. 29, 30, 31, and 32, near crossing of St. Louis-San Francisco

T. 26'N., R. 1J E., cor. sees. 19, 20, 29, and

T. 26 N. , R. 13 E., quarter cor. between sees.

Salcedo, 0.2 mi. E. of cor. sees. 17, 18, 19, and 20, 'T. 26 N., R. 13 E. , 25 ft. S. and 78 ft. E. of crossroads, 25 ft. S. and 13 .ft. E. of St. Louis-San Francisco Ry. at rd. crossing, in concrete post; standard tablet

T. 26 N., R. 13 E. , cor. sees. 16, 17, 20, and21, T-rd. S.

T. 26 N., R. 13 E., sees. 15, 16, 21, and 22, 5k ft. N. and 63 ft. W. of T-rd. N. at cor. of, 1 ft. S. and 2 ft. E. of SE. corner of church, In concrete post; standard tablet

T. 26 N., R. 13 E. , cqr. sees. lk, 15, 22, and

Slkeston triangulation sta.; U.S.C. & G.S.

Rd. fork N. ;

Slkeston, at W. side of entrance to city hall, 1 ft. N. of W. banister of steps, in concrete sidewalk; standard tablet stamped "T T 14. E 1931" -

Sikeston, at E. limits of city, 2 ft. N. and 1 ft. E. of NE. corner of red brick building of Missouri State Highway Department, in concrete poat; standard tablet stamped "T T t; E IP*!" _______

Latitude

o i n

36 50 02.55 36 50 134

36 50 31.5 36 50 37-7

36 50 k6;6

36 50 51.37

36 51 3k-k

36 52 26.9

3^52 53-3

36 53 19-79

36 53 21.2

36 53 23.14.0

36 53 2k-3 36 53 25.0

36 53 26.81 36 53 29.5 36 53 ll.o

36 52 ko.k3

*6 RP Ii7_(;n

Longitude

0 1 I

89 k3 k8.90 89 k3 16.3

89 k2 15.0 89 kl 5k. 6

89 kl 2k- 9

89 ki 10-65

89 kl 11-9

89 kl 13-6

89 kl ik- 3

89 ko 59.61

89 ko 09.2

89 39 05.62

89 38 00*0 89 37 27.1

89 36 08.10 89 35 38.1 89 35 28.1

89 35 18-97

flo xli lift £1

Distance

Feet

2,868

5,305 1,773

2,572

1,257

k,35k

5,30k 2,671

2,93k k,09k

5.1725'fl6 2,680

6,ki8 2,k55 2,039

3,178

3 C<O

178220 0 39 2


Station

Drainage ditch, center of bridge over

Miner, In village of, 30 ft. N. and 21). ft. W. of crossroads at cor. sees. 15, 16, 21, and 22, T. 26 N., R. ll). E., 51 ft. S. and 24 ft. W. of Missouri Pacific R.R. at rd. crossing. In concrete post; standard tablet stamped "T T

U.S. Highway 60 at rd. N., on line between sees.

T. 26 N., R. llj. E., in NE lA soc. ll)., 1).0 ft. N. and 5l|. ft. W. of T-rd. N., l).0 ft. S. of Missouri Pacific R.R. at rd. crossing, 3 ft. NW. of telephone pole, in concrete post;

T.' 26 N., R. ll). E., quarter cor.- between sees. 11

T. 26 N. , R. ll). E., oor. sees. 1, 2, 11, and 12,

T-rd. E, , on line between sees. 2 and 35» Tps. 26 and 27 N., R. ll). E.

T. 27 N., R. llj. E., 0.2 mi. E. of quarter cor. between sees> 3U and 35, 15 ft. N. and 16 ft. W» of crossroads, 3 ft. N. and 2 ft. E. of fence corner, .in concrete post; standard tablet stamped *T T 8 E 1931"

(Continued in Charleston quadrangl

Latitude

0 1 1!

36 52 53-9 36 53 05.9 36 53 15.3

36 53 28.52

36 53 47-3

36 5!). 02.78

36 5!). 47-9

36 55 14.3 36 55 14.0.6

36 56 08.1

36 56 34.69 36 57 27.8 36 57 26.9

e; see line 1

Longitude

6 1 M

89 34 13.7 89 33 32.7 89 33 00.3

89 32 16.92

89 31 11-6

89 30 20.33

89 30 05.6

89 30 06.0 89 30 55-8

89 30 55.7

89 30 56.03 89 30 56.7 89 30 17.0

.)

Distance

Feet 2,907 3,548 2,802

3,765

5,637

4,446 4,7172,670 4,81+42,785

2,681).5,374 3,220

2. PROM MORLEY QUADRANGLE SOUTH ALONG U.S. HIGHWAY 6l TO SIKESTON (by W. C. Elledge In 1931)

(Continued from Morley quadrangle; see line 1)..)

T. 27 N. , R. 13 E., near quarter cor. between sees. 11 and ll)., 30 ft. S. and 1)_5 ft. W, of U.S. Highway 61 at crossroad, 1). ft. S. and 2 ft. E. of fence corner, In concrete post;

Stkeston, 1; ml. N. of, along U.S. Highway 6l, &.8 ml. N. of Hunter School, 85 ft. N. and 110 ft. W. of rd. fork N., 3 ft. NW. of tele phone pole, In concrete post; standard tablet

Slkeston trlangulatlon sta. (previously de-

36 59 35-02 36 58 30.2 36 57 39.1 36 57 l4-l

36 56 06.81 36 55 12-0 36 54 3.9.5 36 53 54-2

36 53 26.81

89 37 23.69 89 37 l4-7 89 37 07-9 89 37 Ok- 7

89 36 1).8.23 69 36 38.6 89 36 22.7 89 35 56.5

89 36 08.10

(5,360) 6,6035.195 2,536

6,939 5,597 3,534 5,o4§

2,925

3. PROM SEC. ll)., T. 27 N., R. 13 E. , WEST TO VANDUSER, THENCE SOUTH TO SALCEDO (by W. C. Elledge in 1931)

Drainage ditch, center of wooden bridge over St. Louis-San Francisco Ry. at rd. crossing T. 27 N., R. 13 'B., cor. sees. 9, 10, 15, and 16,

T-rd. S., 1).0 ft. W. of center of bridge over

T*rd. N. - T. 27 N., R. 13 E. , quarter cor. between sees. 8

and 17, T-rd. S., 10 ft. N. and lt-5 ft. E. from

Vanduser, 150 ft. S. of St. Louis-San Francisco Ry, depot, 21 ft. S. and 18 ft. E. of R.R. at rd. crossing, I ft. S. and 3 ft. W. of R.R. crossing sign, in concrete post; standard

T. 27 N., R. 13 E., cor. sees. 7, 8, 17, and 18,

St. Louis-San Francisco Ry. at rd. crossing

36 59 35.02 36 59 35.0, 36 59 34.0'

36 59 29.9 36 59 28.6

36 59 27.1

36 59 26.10

36 59 26.1 36 5g 25.5 36 58 55-8 36 58 20.0 36 57 1).0.8

89 37 23.69 89 37 40.2 89 38 08.0

89 39 01-2 89 39 49-8

89 kO 38.6

89 la oi).6i).89 lj.1 12.1).89 42 01.7 89 4i 55-3 89 4i 42.389 41 444

i.'jko 2,260

4,345 3,934

3,965

2,112

625 1).,0003,045 3,768 3,978


Station

Crowder, about 0.7 ml. W. of, near center of N 1/2 sec. 30, T. 27 N., R. 13 E. , 21 ft. S. and k5 ft. E. of rd. fork NE., 2 ft. W. of fenced 5 ft. S. of corner post, In concrete post; standard tablet stamped "T T 17 E 193!"

Tanner, 0.8 ml. N. of, In NW 1/k aec. 5, T. 26 N., R. 13 E., 9 ft. N. and 18 ft. E. of rd. corner W. and S., 2 ft. S. and 18 ft. E. of S. gatepost, In concrete post; standard tablet stamped "T T 18 E 1931"

T-rd. S., on line between sees. 5 an(^ 8, T. 26 N., R. 13 E. -

Crossroads, on line between sees. 8 and 17, T. 26 N., R. 13 E.

Latitude

36 57 31.2k 36 56 39.0 36 56 22.7 36 55 56-k

36 55 k3-69

36 55 Ok- 8

36 5k 12. k 36 55-19.79

Longitude

Oil)

89 kl k3.82 89 kl 55.8 89 kl 29. k89 ki ik-o

89 kl 02.21

89 ki 02.1

89 ki bi. k89 kO 59.61

Distance

Feet

962 5,371 2,707 2,937

1,599

3.930

5,300 5.322

FROM VANDUSER WEST ONE MILE, THENCE NORTH INTO MORLEY QUADRANGLE AT SEC. 7, T. 27 N., R. 13 E. (by W. C. Elledge In 1931)

T. 27 N., Rs. 12 and 13 E., cor. sees. 7, 12, 1?,

(Continued In Morley quadrangle; s

36 59 26.10

36 59 25.3

ee line 5.)

89 kl Ok. 6k

89 k2 28.9 6,8ko

5. PROM SEC. 2, T. 25 N,, R. 12 E,, WEST ALONG U.S. HIGHWAY 60 INTO BLOOMFIELD QUADRANGLE (by D. R. Cabanlss In 1931)

Ditch trlangulatlon sta. (previously described) Castor River, center of U.S. Highway 60 bridge

(Continued In Bloomfleld quadrangl

36 50 02.55

36 k9 k8.2

e; see line 5

89 k3.k8.90

89 kk k2.6

0

k,6oi

6. PROM NEW MADRID QUADRANGLE NORTH ALONG ST. LOUIS-SAN FRANCISCO RAILWAY TO MOREHOUSE (by D. R. Cabanlss In 1931)

(Continued from New Madrid quadrangle? see line 1.)

Canalou, JO ft. N. and 30 ft. W. of first rd. crossing N. of St* Louis-San Francisco Ry T depot, In concrete post) standard tablet

R.R. at rd. crossing, on line between sees. 6

T. 25 N., R. 13 E., cor. sees. 29, 30, 31, and 32 R.R. at timber line VI,, on line between sees. 19

Canalou, 2.8 ml. N. of, 3.7 ml. S. of Morehouse, along St. Louis-San Francisco Ry. , 21 ft. S. and [4.5 ft. E. of R.R. at rd. crossing, In NW. corner of field, In concrete post; standard

R.R. at fence E., on line between sees. 18 andTO T1 PC W P 1 7. T? _ _

Morehouse, center of track In front of sta. -

36 k5 Ik. 6k

36 {4.5 27.6 36 kb 19-7

36 k7 11-k

36 k7 37.16

3-6 kg 03. k 36 k8 53.0 36 k9 21.8 36 k9 55.1 36 50 k2.8 36 50 51.37

89 kl lk-33

89 kl ik-6 89 kl 01^7

89 kl 20:2

89 kl 20.91

89 kl 23.0 89 kl 25.689 iji 27.1 89 ill 28.789 kl 26.0 89 kl 10.65

(3,980)

1,507 5,575

5,^5k

2,610

2,660 5,017 2,91k 5,369 k>827 1,520

PROM CANALOU EAST TO SEC. 5, T. 2k N., R. lk E., THENCE NORTH ALONG U.S. HIGHWAY 6l TO SIKESTON (by D. R. Cabanlss In 1931)

Tps. 2k and 25 N. , R. 13 E., cor. sees. 5, 6, 31,

T. 25 N., R. 13 E., S. cor. sees. 32 and 33, T-rd. N., 38 ft. W. of T-rd. S. at N. cor.

Tps. 2k and 25 N., R. 13 E., cor. sees. 3, k, 33,

Canalou, 3.5 ml. E. of, 2.'5 mli W. of Matthews, near cor. sees. 2, 3, 3k, and 35, Tps.' 2k and 25 N., R. 13 E., 25 ft. S. of rd., 35 ft. NE. of frame house, In fence line S., In concrete post; standard tablet stamped "T T 10 C 1931" -

36 k5 Ik. 6k

36 ^5 27.9

56 k5 29.5 36 k5 30.7

36 k5 31.6 36 k5 32.0

36 k5 32.29

89 kl lk-35

89 ko 59-5

89 39 5^-k 89 39 ip. o

89 38 32.:3 89 38 16.5

89 37 kk-05

1,813

5,f96 3,615

5,069 l,2ok

2,6kk


Station

Tps. 24 and 25 N.., R. 13 E. , cor. sees. 1, 2, 35,

Matthews, at W. limits of, rd. at drainage ditch- Matthews, St. Louis-San Francisco Ry, at rd.

Matthews, 1 mi. E. of, along rd. to East Prairie, 30 ft. S. and 45 ft. W. of U.S. Highway 6l at crossroad, 95 ft- s - of filling sta. , in concrete post; standard tablet stamped "T T11 c 1931"* -

Highway at crossroad, on line between sees. 20

Sikeston, 5.1 ml: S. of, In SW. cor. sec*- 17, T. 25 N,, R. 14 E., 35 ft. N. and 50 ft. W. of U.S. Highway 6l at private rd., in SW. corner of field, in concrete post; standard tablet stamped "T T 12 C 1931" ----------------- -

Sikeston, 2.1 mi. S. of, 0.2 mi. N. of Palrview School, 15 ft. S. and 50 ft. W. of U.S. Highway 6l a't rd. W., in concrete post;

Sikeston, at S. limits of, junction of

Latitude

P i » 36 45 33-2

3f 45 33.8 36 45 34.6

36 45 32.2

36 45 32.23 36 45 58-9 36 k6 25.2 36 47 04-7

36 47 17-6

36 48 13.86 36 49 02 .a 36 49 19 r 9 36 49 45-4 36 50 23.2

36 50 31.92

36 51 37-6 36 52 07.2 36 52 47.50

Longitude

o i -n

89 37 H.6

89 36 38.9 89 35 32.2

89 36 04.4

89 33 57-94 89 34 01.2 89.34 05.0 89 34 10.8

89 34 12.7

89 34 23.35 §9 34 31-3 89 34 34.4 0 34 39.2 89 3U 46-3

89 34 48.57

89 35 00.8 89 35 06.9 89 34 48.61

Distance

Feet2,6442,656 5-,4242,270

5,4102,7112,677 4,022

1,315

5.758 4,920 1,822 2,jSl2 3.S62

901

6,715 3,059 4,157

8. PROM SEC. 5, T. 24 N., R. l4 E., EAST INTO CHARLESTON QUADRANGLE AT SEC. 36, T. 25 N., R. 14 E. (by D. R. Cabanlss in 1931)

T. 24 N. t R. l4 E., N. cor. sees; 4 and 5,

Matthews, 3.5 ml. E. of, along rd. to East Prairie, 20 ft. S. and 22 ft. E. of T-rd. N. at S. cor. sees. 34 and 35, T. 25 N. , R. 14 E., in concrete post; standard tablet

(Continued in Charleston quadrangl

56 45 32.23

36 45 32.8 36 45 33.3

36 45 33.68 36 45 34.1

e; see line 3

89 33 57-94

§9 33 23.4 89 32 30.4

89 31 10.65 89 30 21.8

.)

2,8104,317

6,485 3,974

FROM BLOOMFIELD QUADRANGLE EAST ALONG ST. LOUIS-SAN FRANCISCO RAILWAY TO VANDUSER (by J. M. Lawson in 1931)

(Continued from Bloomfleld quadrangle; see line 5>)

Little River, center of trestle over river and

Drainage ditch, center of trestle over, 127 ft «

R.R. at N.-S. rd. crossing, on line between sees. 17 and 18, T. 27 N., R. 13 E.

36 58 40.236 5§ 46-3 36 58 50*0

36 58 55-6 36 58 59-6

36 59 06.5 36 59 26,10

89 44 05.2

89 43 15.6 89 42 44.8

89 41 56*9 89 4i 25.4

89 41 .12.0 89 4l 04.64

(5,179)

4,070 2,553

3,923 2,585

1,296 2,067

Magnetic declination In 1931, 4° E «

* It was reported in 1937 that this benchmark was covered by a fill, which at that time did not exceed 0.5 ft. in depth.

PART 1, SOUTHEASTERN MISSOURI, 1903-1937 11

MORLEY QUADRANGLE (Latitude 37'00 I -37 0.15 1 ; longitude 89°30'-89°45')

Cape Girardeau, Scott, and Stoddard Counties

R 12 E R 13 E

1. PROM ADVANCE QUADRANGLE AT SEC. 30, T. 30 N., R. 12 E., NORTHEAST INTO CAPE GIRARDEAU QUADRANGLE AT POINT 1.6 MILES NORTHEAST OP HASH (by B. H. Yoakum In 1920)

(Continued from Advance quadrangle; see line 1.)

Station

Pence, on line between sees. 29 and 30,

Crossroad, near Sand Spur sta. on Missouri

T. 30 N., R. 12 E., cor. sees. 20, 21, 28, and 29, rd. corner from S.-E. at private lane N.

Latitude

01 n

37 14 21.7

37 14 26;9

37 Ik SI.'1;

Longitude

o i n

89 1^ 53-4

89 43 57-5

89 43 k6«7

Distance

Feet

(1,910)

4,555

2.63k

(For balance in Cape Girardeau quadrangle, see line 5.)

Nash, 1.'6 ml. NE. of, along St. Louls^San Francisco Ry., 100 ft. N. of R.R., 25 ft. H. of private rd. along S. side of field; iron post stamped "Prim Trav Sta No 13 1920 Mo 337 n - 37 14 54-20 35 33-34 (4,290)

(Continued in Cape Girardeau quadrangle; see line 5-)

2. FROM CAPE GIRARDEAU QUADRANGLE SOUTHWEST ALONG ST. LOUIS-SAN FRANCISCO RAILWAY INTO ADVANCE QUADRANGLE (by C. R. Fisher in 1924)


Prim Trav Sta No 13 1920 Mo 337 (previously

Naah, 70 ft. E. of St. Louis-San Francisco Ry. sta«, 70 ft. S. of track, on W. side of rd»; iron post stamped "Prim Trav Sta No 1 F 1924

Blomeyer, 300 ft. NE. of, 50 ft. N. of St. Louis- San Francisco Ry., 20 ft. S. of State Highway 25, 20 ft. W. of rd.; Iron post stamped "Prim

Sharpsboro, 600 ft. NE. of, 60 ft. S. of St. Louis-San Francisco Ry., 30 ft. W. of State. Highway 25, in front of house.; iron post stamped "Prim Trav Sta No 3 F 1924 Mo 333"

Delta, 260 ft. E. of St. Louis-San Francisco Ry, and Missouri Pacific R.R. crossing, 200 ft. NE. of R.R. sta., 30 ft. N. of track, 90 ft. S. of State Highway 25; iron post stamped "Prim Trav

37 ik 54.-20 37 14 41.6

37 14 15-94 37 13 53-0 37 13 39-5

37 13 23.13 37 12 51-8 37 12 23.5

37 12 21.11 37 12 07.9

37 11 43.15 37 11 41-8 37 11 29.6 37 11 23.1

§9 35 53.54 89 36 04.2

89 37 09-67 89 38 13-8 89 38 50.2

89 39 35.75 89 40 58.6 89 42 15.0

89 42 20.05 89 42 57.4

89 44 os. 45 89 44 08.2 89 44 41.1 89 ft. 58.6

10,100)2,802

5,886 5,680 3,239

4,031 7,4096,8l2

467 3,300

6,oks266

2,931 1,562

(Continued in Advance quadrangle; see line 2.)

12 TRANSIT TRAVERSE IN MISSOURI

Station Latitude

0 | II

Longitude

0 | II

Distance

Feet

FROM ADVANCE QUADRANGLE AT SEC. 17, T. 29 N., R. 12 E., NORTHEAST TO DELTA (by J. L* Sanders in 1926)


Prim Trav Sta No 4 F 1924 Mo 337 (previously37 10 45-6

37 11 43-15

89 44 524

89 44 0545

(7,870)

6,950

4. FROM THEBES QUADRANGLE AT SEC. 1, T. 27 N. , R. 14 E. , NORTHWEST TO MORLEY., THENCE SOUTHWEST INTO SIKESTON QUADRANGLE AT SEC. 11, T. 27 N., R. 13 E. (by W. C. Elledge In 1931)

(Continued from Thebes quadrangle; see line 1.)

T. 27 N., R. 14 E., cor. sees. 1, 2, 11, and 12,

Drainage ditch, center of wooden bridge over - T. 27 N., R. l4 E. , cor. sees. 2, 3, 10, and 11,

Blodgett, 140 ft. W. of Missouri Pacific R.R. depot, 56 ft. S. of main track at rd. crossing, 1 ft. N. of N. boundary of park, 6 ft. E. of E. edge of sidewalk, in concrete post; standard


T. 27 N. , R. 14 E., cor. sees. 5, 6, 7, and 8>

Ward School, 210 ft. S. and 25 ft; W. of T-rd. W. at quarter cor. between seo3» 5 an(i 6> T. 27 N., R. 14 E., 1 ft. N. and 8 ft. W. of post at SE. corner of schoolyard, in concrete post; standard tablet stamped "T T 12 E 1931"

Morley, at S. limits of, main track of St. Louis-

Morley, at S. limits of, 0.5 mi. W. of schoolhouse, 27 ft. S. and 39 ft. E. of St. Louis-San Francisco Ry. at rd. crossing, 10 ft. -NE. of corner post, 2 ft. from fence, in concrete post; standard tablet stamped "T T 13 E 1931"

Morley trlangulatlon sta.; TJ.S.C. & G.S.

Drainage ditch, center of wooden bridge over

(Continued in Slkeston quadrangle;

37 oo 31,0 37 oo 30.9

37 00 30.6

37 00 14-97 37 00 31.1 37 00 30.7

37 00 30.7

37 oo 30.5

37 oo 54.65 37 01 05.0 37 01 35.4 37 02 20.2

37 02 19.7

37 02 14.38 37 01 50.1 37 01 07.9

37 00 37.46 37 oo 28.7 37 00 28.3 37 00 28.0

see line 2. )

89 30 08.2 89 30 25.1

89 31 14.2

89 31 36.89 89 32 09.2 89 33 10.0

89 33 59-9 89 34 32-5

89 34 33-04 89 35 28.5 §9 35 514 89 36 03.5

89 36 45-1

89 36 53-45 89 36 36.7 89 36 36-3

89 36 38.01 89 36 36.0 89 37 08.1 89 37 24-8

d,46o) 1,370

3,985

2,427 3,087 4,935

4,045

2,640

m3,375

86k 2,808 4,269

3,077 900

2,6ll 1,350

FROM SIKESTON QUADRANGLE AT SEC. 7, T. 27 N., R. 13 E., NORTHWEST INTO ADVANCE QUADRANGLE AT SEC. 20, T. 28 N., R. 12 E. (by W. C. Elledge in 193D

(Continued from Slkeston quadrangle; see line k.)

T. 27 K., R. 1?. E. , E. cor. seoa. 1 and 12, T-rd. VI., kO ft. S. of T-rd. E. at W. cor.

T. 27 N. , R. 13 E., In NW 1/4 sec. 6, 14 ft. S. and 48 ft. E. of rd. forks, 2 ft. SE. of corner post, In field, In concrete post; standard tablet stamped "T T 25 E 1931"

T. 28 N., R. 12 E., near quarter cor. between sees. 22 and 27, 5 ft. N. and 20 ft. E. of T-rd. W. , I. ft. W. 'and 2 ft. N. of fence cor-' ner, In concrete post; standard tablet stamped "T T 26 E 1931"

Floodway, center of wooden bridge over --- Drainage ditch, center of wooden bridge over -

37 00 174

37 01 40.51

37 03 104

37 Ok 02.3137 04 O2.k 37 04 02.6

89 42 29489 1|2 30.2

89 42 30.0389 43 22.589 43 15.189 43 01.2

89 42 44. 6689 43 33.8 89 44 o4.o

(5,270)

1 /QQ

4,5502,2395433

54223,985 2,445

(Continued In Advance quadrangle; see line 10.)


Station

6. FROM BLODGETT NORTH TO ILLMO, THENCE EAST RAILWAY INTO THEBES QUADRANGLE (by W. C

T. 27 N., R. ll| E., about 0.1| »! w - of N - cor. sees. 2 and 3, 21 ft. S. and 36 ft. E. of rd. fork SE., 2 ft. N. and 10 ft. E. of fence corner, In concrete post; standard tablet

T. 28 N., R. ll| E., S. cor. sees. 33 and 3l|,

T. 28 N., R. ll| E. , cor. sees. 27, 28, 35, and

T. 2B N., R. ll| E.. 1|50 ft. S. of cor. sees. 21, 22, 27, and 28, k9 ft. N. and 10 ft. E. of State- Highway 55 at N.-S. crossroad, 5 ft. N. and 1 ft. W. of fence corner, In concrete post;

T. 28 N., R. ll| E. , cor. sees. 15, 16, 21, and

T. 28* N., R. ll| E. , cor. sees. 9, 10, 15, and 16,

T. 28 N., R. ll| E., sees. 9 and 10, 25 ft. S. and 27 ft. E. of crossroads at quarter cor. between, 25 ft. N. and 2l| ft. W. of NW. corner of Westmoreland Church, In concrete post;

(For balance In Thebes quadrangle,

T. 29 N., R. ll| E., near center of W 1/2 sec. 3l|, 15 ft. S. and 12 ft. E. of rd. fork NW., 9 ft. E. and 15 ft. E. of telephone pole, 1 ft. Si of fence, In concrete post; standard tablet stamped "T T 51 E 1951"

T-rd. S., near cor. sees. 2.7, 28, 53, and 3!).,T. 29 N:, R. ili E. - T. 29 N., R. ll| E., In SE I/k sec. 21, 1|0 ft. N.

and 16 ft. W. of rd. fork NW., 2 ft. E. of SE. corner of yard, In concrete post; standard

T. 29 N., R. ll| E., quarter cor. between sees. 9 and 10, T-rd. S.

(For balance In Thebes quadrangle,

Illmo, about 0.5 ml. S. of, along rd. to Commerce, 165 ft. N. and 39 ft. E. of T-rd. W. , 18 ft. S. and 2 ft. W. of fence corner, In concrete post; standard tablet stampedNT T 3EZ T? 1 OX1 N

Illmo, Intersection of Second and IJlckory Streets

(Continued In Thebes quadrangle; s

Latitude

0 I II

ALONG ST. LO . Elledge in

37 00 ll|. 97 37 01 10.0 37 01 23.6

37 02 21.70 37 02 224

37 02 22.7

57 03 15.0

37 ol| 03.13

37 05 00.2

37 05 52.7

37 06 18.82 57 06 33.5 37 07 li 4

see line 3.

37 08 00.29 37 08 08.3

37 08 29.7

37 09 2l|.Q5 37 10 ll|4 37 10 1|7.0

57 11 33-6

see line 3.]

37 12 26.92 57 12 58.6

ee line 3.)

Longitude

0 1 II

UIS-SAN FRANC 1931)

89 31 56.89 89 51 U|.5 89 51 01).. 0

89 31 UO.ltf 89 30 1|1.6

89 30 15.6

89 50 13-7

89 30 1341

89 30 13.6

89 30 U4.7

89 30 ll|.66 89 50 15.1 89 30 154

89 30 02.80 89 30 22.8

89 30 2l|.l

89 30 1748 89 30 17.9 89 30 16.0

89 30 -18.3

89 30 25.0l|89 50 25.5

Distance

Feet

rsco

5,81*8 1,612

6,581k.nk2,275

5,290

li,86o

5,770

5,305

2,6ki|

(2,393) 1,829

2,157

5^000 5,29014,715

5^205

7. FROM MORLEY NORTHEAST ALONG U.S. HIGHWAY 6l TO BENTON, THENCE NORTHWEST BY WAY OF NEW HAMBURG AND CHAFFEE TO BLOMEYER (by W. C. Elledge In 195D

Crossroad, on line between sees. 2 and 35,

Highway at crossing of Missouri Pacific R.R. Highway at concrete culvert over creek --- T. 28 N., R. 13 E., near SE. cor. sec. 22, 1|0 ft.

N. and l|0 ft. W. of U.S. Highway 6l at private rd. N., 10 ft. S. and 1| ft. W. of fence corner, In concrete post> standard tablet stamped

Benton, at S. entrance to courthouse, In SE. balustrade of steps; standard tablet stamped

T J QT?

37 02 ll|. 38

37 02 19.5 37 03 00.0 57 03 27.6

37 Ol| 10.62 37 Ol| 56.1 37 05 10.6

37 05 l|6.6j 57 05 5E-2 57 06 08.5 57 06 35-8

89 56 5545

89 57 26.3 89 37 16.0 89 36 li5-2

89 35 l|0.66 89 54- 58. li. 89 3l| 19.0

89 33 l|8.5l 89 3fl 08.6 89 5U 55-9 89 35 08.6

2,715 5^859

6,798 6,822 2,150

2^007 5,967

TRANSIT TRAVERSE IK MISSOURI

Station

New Hamburg, 25 ft. S. and 18 ft. W. of entrance to St. Lawrence School, 63 ft. N. and 21 ft. E. of crossroads, 2 ft. E. of edge of sidewalk, in concrete post; standard tablet stamped "T TZ*7 TT T OZT H _ _ ..

T. 29 N., R. 13 E. , near quarter cor. between sees. 28 and 29, 27 ft. E. and 20 ft.- S. of rd. fork W. , 2 ft. W. of fence N., In concrete post; standard tablet stamped "T T 38 E 1931" -

Chaffee, 14.8 ft. S. and 114 ft. E. of SE. corner of St. Louis-San Francisco Ry. depot, 65 ft. E. and 27 ft. N. of R.R. at E.-W. rd. crossing, 4 ft. N. of curb, 10 ft. W. of pole, in con crete post; standard tablet stamped "T T 39

St. Louis-San Francisco Ry. at switch SE. , 230

T. 29 N., R. 13 E., near center of S 1/2 sec. 5, 16 ft. N. and 80 ft. W. of St. Louis-San Francisco Ry. at rd. crossing, 24 ft. E. and 24 ft. N. of rd. corner S. and E., in concrete post; standard tablet stamped "T T 40 E 1931"

St. Louis Southwestern Ry. trestle 73, center of- St. Louis Southwestern Ry. at crossing of State

Prim Trav Sta- No 2 F 1924 Mo 337 (previously

Latitude

0 1 II

37 06 57.5

37 or 36.08 37 08 04-8 37 08 '13. 4 37 08 39.6

37 08 57.07 37 09 5§«7 37 09 56.7 37 10 27.4

37 10 45-45

37 H 34.6

37 12 07.96 37 12 16.5

37 12 16.3 37 13 01.2

37 13 23.13

Longitude

0 f II

89 35 25.4

89 35 35-01 89 36 28.8 89 36 45-3 89 37 18.0

89 37 51.04 89 38 06.9 89 38 34.4 89 39 02.6

89 39 10.49

89 38 45-4

89 38 28.75 89 39 07-9

89 40 01.6 89 39 42.5

89 39 35-75

Distance

Feet 2,589

3,978 5,241 1,598 3,742

3,2156,363 2,2403,853

l,94l

5,376

3,628 3,284

4,350 4,7962,283

8.: FROM SEC. 34, T. 29 N., R. 14 E., WEST BY WAY OF NEW HAMBURG TO CANEY CREEK, THENCE SOUTH TO SEC. 22, T. 28 N., R. 12 E. (by W. C. Elledgo in 1931)

T. 28 N., R. 14 E., li: NW 1/lj. sec. 5, 1,400 ft. W. of Joe H. Legrand's farmhouse, 15 ft; N. and 9 ft. E. of Junction of dim rd. N., 2 ft. S. and 35 ft. E. of fence corner, in concrete post; standard tablet stamped "T T 41 E 1931"

T. 29 N., R. 13 E., S. cor. sees. 33 and 34, rd.

Tps. 28 and 29 N., R. 13 E. , quarter cor. between

T. 29 N., R. 13 E., near center sec.- 32, 33 ft. E. of 'old T-rd. S., 7 ft. N. and 27 ft. E. of center of gate, In concrete post; standard

T-rd. E. Rd. fork W., 80 ft. E. of crossing of St. Louis-

Caney Creek, at village of, In SE lA sec* 35, T. 29 N., R. 12 E., 10 ft. N. and 63 ft. E. of Missouri Pacific R.R. at rd. crossing, on S. side of rd., 6 ft. NE. of telephone pole, in concrete post; standard tablet stamped "T T 43 E 1931"

T. 28 N., R. 12 E.,, N. quarter cor. sec. 2,

T. 28 N., R. 12 E., cor. sees. 2, 3> 10, and 11,

T. 28 N., R. 12 E., about 0.2 ml. S. of cor. sees. 10, 11, 14, and 15, 27 ft. S. and 2 ft. E. of rd. corner N. and E., 6 ft. S. and 2 ft. W. of fence corner, In concrete post; standard

37 08 00.29 37 07 47.4 37 07 24.3

37 07 25.90 37 07 34.5 37 07 34-6 37 07 34-6 37 07 36.08

37 07 34-4

37 07 34.6

37 07 52.96 37 06 05.0 37 08 14.0

37 07 46-3

37 07 45-94.

37 07 33.2

37 06 40.2

37 OS 37.73 37 04 54-8 37 04 54.7 37 04 02.31

89 30 02.80 89 30 29.2 89 31 17-7

89 32 08.91 89 35 26.0 89 34 11.5 8.9 34 52.1 89 35 35-01

89 36 42.8

89 37 17.2

89 38 22.57 89 38 58-389 4o 06.989 40 28.2

89 4i 13.98

89'4l 55-7

89 42 10.4

89 42 11.01 §9 4l 54-4 89 42 56.1 89 42 44-66

2,504 4,567

4,149 6,335 3,690 3,290 3,476

5,488

2,790

5,609 3,063 5,1668

3,285

3,709

3,615

5,492

6,716 4,1615,0005,576

Magnetic declination in 1931, 4* 30' E.

PART 1, SOOTHEASTBRN MISSOURI, 1903-1937

CAPE GIRARDEAU QUADRANGLE * (Latitude 37°15' -37°30' J longitude 89°30'-89°k5')

Cape G-irardeau County

RISE R13 E

1. PROM POINT 3 MILES SOUTH OF CAPE GIRARDEAU NORTH ONE MILE ALONG ROADS, THENCE NORTH ALONG ST. LOUIS-SAN FRANCISCO RAILWAY INTO JONESBORO QUADRANGLE (by B. H. Yoakum In 1920)

Station

R.R. at rd. crossing, 800 ft. NJf. of plant of

Cape Glrardeau, E. rail of main track at main

Cape Glrardeau, main track at watering sta. Cape Glrardeau, W. rail of main track at main

Cape Glrardeau, main track at E. end of East

Cape Glrardeau, at SE. corner of Broadway and Fountain Streets, on E. side of N. entrance to post office building, at base of lamp pedestal, In top of granite block; standard tablet stamp-

M.R.C. trlangulatlon sta. designated "Courthouse" M.R.C. trlangulatlon sta. designated "Pumping

W. rail of track at signpost marked "Yard Llmit"-

Lat;itude

0 I II

37 15 3645 37 15 56.5

37 16 10.7 37 16 l^o.l;

37 17 01;. 6 37 17 14-0.0

37 18 094

37 18 20.8

37 18 21. 84 37 18 17.72

37 18 52.87 37 18 54-8 37 19 304

Longitude

0 1 II

89 31 3941 89 31 53-7

89 32 17-7 89 31 56.7

89 31 40.2 89 31 16.4

89 31 04.8

89 31 02.8

89 31 18.51 89 31 11-99

89 30 5 3. ,98 89 30 51.1 89 30 05.0

Distance

Feet

2,336

2413 3453

2,78k 4,066

3,116

1,170

1,272 670

3,840 301

5,190

(Continued In .Jonesboro quadrangle; see line 1.)

FROM JONESBORO QUADRANGLE AT SEC. 16, T. 3! N., R. 4 E., NORTH TO SEC. 5i-T. 32 N., R. Ik E. (by B. H. Yoakum In 1920)

(Continued from Jonesboro quadrangle; see line 2.)

Rd. forks near Coker School, 120 ft. S. of Little

Cape Glrardeahil, 6 ml. N. of, near center sec. 5, T. 31 N., R'.' 14 E., 350 ft. S. of residence of Henry Froemsdorf, 32 ft. S. 56° E. of cross roads, 44 ft. E. of rd. at E. bank of Little Flora Creek, 10 ft. N. of entrance to field; Iron post stamped "Prim Trav Sta No 2 1920

Tps. 31 and 32 N., R. 14 E., cor. sees, k, 5, J2,

Water-maple tree at W. edge of woods rd., near

Blazed post-oak tree near rd. forks, on wooded ridge, near line between sees. 29 and 32,

37 22 064.

37 22 594 37-23 23.6

37 23 39.63

37 21* 014

37 2k 36.7

37 2k 59.2 37 25 16. k

89 30 11-5

89 30 06 4 89 30 36.2

89 31 01.09

89 30 35-1

89 30 4l-5

89 30 49-8 89 31 09.0

(4,240)

5,373 3431

2,581

3,036

3,613

2,374 2,326

*A small part of this quadrangle lies In Illinois.


Station

Rd. In front of white -oak tree at corner of

Oriole, 1 ml. E. of, about 0.2 ml. E. of center sec. 20, T. 32 N., R. 14 E. , SW. of crossroads, 3l(. ft. E. of wooden culvert under N.-S. rd., about 60 ft. W. of group of mall boxes, 11 ft. back from edge of bank, 10 ft. above rd.; Iron post stamped "Prim Trav Sta No 3 1920 Mo 588" -

Small white-oak tree SE. of T-rd. W., 500 ft. H.

Indian Creek, center of single-span Iron bridge

T-rd. W. , on line between sees. 4 and 5»

Latitude

37 25 14.6.0

37 26 15.00

37 26 104.- 6 37 27 09. 1* 37 27 42.1

37 28 194

37 29 03.3

Longitude

0 t II

89 30 144.6

89 30 54.74

89 31 03-3 89 30 59-3 89 30 49-1

89 30 51-2

89 30 344

Distance

Peet

3,579

3,045

3,071 2,525 3,416

3,775

4,628

FROM SEC. 9, T. 31 N., R. 14 E., WEST ALONG ROADS TO POINT 3 MILES EAST OP JACKSON, THENCE WEST ALONG CAPE OIRARDEAU NORTHERN RAILROAD (now abandoned) TO JACKSON, THENCE WEST ALONG MARBLE HILL ROAD INTO MARBLE HILL QUADRANGLE (by B. H. Yoakum In 1920)

Junction of private rd.' (previously described) Rd. forks in creek bed, 10 ft. E. of line of

Sycamore tree at rd. forks, noar fork of drain Junction of lane N. to brick dwelling of William

Ten-in. hickory tree, on top of ridge, near private rd. fork, in NW 1/4 sec. 7, T. 31 N.,

Cape Girardeau, 4«5 i- N. and 2 mi. W. of, in W 1/2 sec. 12, T. 31 N. , R. 13 E., [4.50 ft. E. of brick residence of Ben Heuer, 15 ft. E. of edge of N.-S. rd. at Junction of rd. W. , 25 ft. W. of W. bank of creek; Iron post stamped

Thirty-six In. white-oak tree, in triangle formed

Rd. at fence N. on line between sees. 9 and 10,

Jackson, 3 ml. E. of, 300 ft. NW. of Randol Creek, 39 ft. S. 51° W. from Cape Girardeau Northern R.R. at rd. crossing, 6 ft. from fence line; iron post stamped "Prim Trav Sta No 5 1920 Mo 438"

Walnut tree in fence corner, at corner of land

Jackson, In E. part of, R.R. grade at crossing of

Jackson, at Missouri Pacific R.R. sta., W. track

Jackson, at Main Street entrance to courthouse, in center of top of lowest limestone head block on E. side of main entrance steps; standard tablet stamped "Prim Trav Sta No 6

Jackson, intersection of West Main Street and

Bubble Creek, center of concrete bridge over -

Stone at rd. corner from N.-E., at SW. corner of

Stone at angle in rd. from W.-N. and fence E.

(Continued in Marble Hi 31 quadrang

37 22 06.4

37 22 07.0 37 22 15.7

37 22 51.6

37 22 42.6

37 22 35-81

37 22 33.3 37 22 £2.0

37 22 34.6

37 22 16.16

37 22 45-8 37 22 14.0 37 22 56.6

37 22 44-7

37 22 514.. 2

37 22 57.51

37 22 59.9 37 22 54.6 37 22 59.4 37 22 544 37 22 37-9

37 22 32.0 37 22 58.7 37 23 12.3 37 23 10.5 37 22 59.3 37 23 04.2

le; see line

89 30 11.5

89 30 29.589 30 48.1

89 31 384

89 32 23.4

89 33 37-71

89 34 29.0 89 34 45-8

89 36 07.2

89 36 58.05

89 37 07.1 89 37 47-5 89 38 50.2

89 39 20.2

89 39 43-1

89 40 01.59

89 40 36.7 89 4o 52.0 89 40 58.2 89 42 08.1 89 42 10.8

89 42 11.8 89 42 18.5 89 43 15-9 89 44 05.8 89 44 53-5 89 44 53-5

l.)

1,500 1,740

5,447

3,825

6,035

4,149 1,614

6,612

4,506

3,084 3,26s 5,216

2,713

2,080

1,526

2,841 1,3.43

697 5,661 1,680

600 2,746 4,<b4 4,033 4,009

500

4- PROM MARBLE HILL QUADRANGLE AT SEC. l8, T. 31 N., R. 12 E., SOUTH BY WAY OP TILSIT INTO MARBLE HILL QUADRANGLE AT SEC. 18, T. 30 N., R. 12 E. (by B. H. Yoakum in 1920)

(Continued from Marble Hill quadrangle; see line 1.)

. 31 N., R. 12 E., approximate cor. sees. 17, 18, 19, and 20, E.-W. rd. at end of field gate, 460 ft. E. of rd. corner N.-E. - 37 21 17.8 44 53-1 (2,030)


Station

T. 31 N., R. 12 E., quarter cor. between sees. 19 and 20, stone in center of N.-S.

T. 31 N., R. 12 E., cor. sees. 19, 20, 29, and

Latitude

o i n

37 20 51.5 37 20 35.9

an ?n ?6.n

Longitude

o i n

89 kk 534 89 lA 53-9

Rq Jili ^2.1

Distance

Feet

2,6S6 1,5«0

l.Olfi

(For balance in Marble Hill quadrangle, see line 1.)

Spire on Evangelical Church near Tilsit - - T-rd. W. Tilsit, near SW. corner of, angle in main rd. T-rd. W. T. 31 N., R. 12 E., quarter cor. between sees. 31

and 32, T-rd. S. and lane N. -- Tps. 30 and 3! N., R. 12 E., cor. sees. 5, 6, 31,

and 32, stone at rd. corner N.-W., 3 ft. N. of E.-W. fence

Rd. at lane NW. to dwelling, on top of hill Gordonville, 3 mi. W. and 1 mi. S. of, in S 1/2

sec. 5, T. 30 N., R. 12 E. (actually in land grant), at T-rd. W., 350 ft. E. of drain cross ing rd. W., 260 ft. N. of same drain crossing rd. S., 15 ft. S. and 12 ft. W. of junction of rda.; iron post stamped "Prim Trav Sta No 9 1920 Mo k27" :

Rd. at lane W. at mall box of Fred C. Hartman Bridge, center of

37 20 02.7 37.19 58.3 37 19 fo 4 37 19 05.?

37 19 06.0

37 18 39-7 37 18- 11.2

37 1737 16

. 09

kk 51.8 kk 3k-k kk 3k-2 kk 33-7

kk 50.5

kk 50.6 kk 39-2

kk 17-87kit. k3.6 kk ki-5

(1,390) 14.85 1,305 k,020

1,360

2,661| 3,020

5,051

(Continued in Marble Hill quadrangle; see line 1.)

FROM MORLEY QUADRANGLE AT SEC. 21, T. 30 N., R. 12 E., EAST ALONG BLOOMFIELD ROAD TO SEC. 22, T. 30 N., R. 13 E., THENCE NORTHEAST ALONG ST. LOUIS-SAN FRANCISCO RAILWAY TO BRIDGE OVER CAPE LA CROIX CREEK (by B. H. Yoakum in 1920)

(Continued from Morley quadrangle? see" line 1.)

Dutchtown, 2 ml. W. of, along Bloomfield Road, 85 ft. SW. of rd. forks, 32 ft. S. 15°30' W. of center of small wooden bridge on E.-W. rd. , near E.-W. fence; iron post stamped "Prim Trav Sta No 11 1920 Mo 359"

Dutchtown, Missouri Pacific R.R. main track at

Junction of rd. S, on line between sees. 19 and

Dutchtown, 1.7 mi. E. of, along Bloomfield Road, 20 ft. S. of T-rd. N., 56 ft. S. 70° W. from SW. corner of concrete culvert abutment, 2 ft. W. of fence corner; iron post stamped "Prim

Stone in fence corner E. of rd. at rd. corner from NW.-S., 7°0 ft. N. of Pecan Grove School -

Junction of rd. N. and ditch S. at Pecan Grove

Junction of dim rd. E. at concrete culvert Square stone on S. edge of rd. at curve at probable land-grant corner, 205 ft - E - °?

(For balance in Morley quadrangle,

Gulf Junction, k50 ft. NE. of St. Louis-San Francisco Ry. sta., 80 ft. E. of R.F., 20 ft. N. of private rd. , 1 ft. W. of fence; iron post stamped "Prim Trav Sta No Ik 1920 Mo 3k6"-

37 15

37 15 37 15 37 15

37 15

37 15 37 15

37 15

37 15

37 15 37 15 37 15

37 15

see line 1.)

37 15 37 15 37 15 37 16 37 16

37 16 37 16

89 k2

89l;l 89 kl 89 ko

89 39

89 39 89 38

89 37

89 37

89 37 89 36 89 35

89 35

89 3k 89 33 89 33 89 32 89 32

89 32 89 31

(k,270)

5,97k 3,292 3,0k7

3,807

1,336 5,237

2,080

3,711

781 2,670 k.ioo

207

(k,270) 5,ik5 3,895 3.339 1,050

2,083 i,37k


Station Latitude

Q 1 "

Longitude

0 | II

Distance

Feet

6. PROM MARBLE HILL QUADRANGLE AT SEC. 19, T. J2 N., R. 12 E., NORTH INTO ALTENBURO QUADRANGLE AT OAK RIDGE (by J. B.. Leavitt in 1921)


Byrd Creek bridge on Jackson-Oak Ridge I'd., lj.00 ft. N. of, lj.0 ft. W. of creek, on E. aide of rd., 5 ft. N. of maple tree; iron post stamped "Prim Trav Sta No 1 J B L1921 Mo U32n

T-rd. E.

T-rd. W.

37 26 38.00

37 26 05.937 28 1(2.037 29 134

89 1(14. 08.1189 l& 06.689 U3 57-9§9 to 47-589 to 45-9

U.562

5,323

(Continued in Altenburg quadrangle; see line 2.)

7. PROM ALTENBURG QUADRANGLE AT SEC. 35, T. 33 N., R. 12 E., EAST TO NEELYS LANDING (by J. B. Leavitt in 1921)

(Continued from Altenburg quadrangle; see .line 2.)

T. 33 N., R. 12 E., sees. 35 and 36, about 0.1 ml. S. of quarter cor. between, on H. side of rd. at T-rd. S., 20 ft. E. of fence; iron post stamped "Prim Trav Sta No 7 J B L 1921 Ko 623 n -

(For balance in Altenburg quadrang

Neelys Landing, St. Louis-San Francisco Ry. track

37 29 58.35 57 29 59-2

le, see line

37 29 56.0

89 lt.0 27.1(2 89 39 14.0.1

2.)

89 30 00.8

(I,kl4.0)

(1,670)

8. FROM POINT 3 MILES SOUTH OP CAPE GIRARDEAU, SOUTHWEST ALONG ST. LOUIS-SAN FRANCISCO RAILWAY INTO MORLEY QUADRANGLE (by C. R. Fisher In 192l(.)

M.R.C. stone post designated "12/3" (previously

R.R. at rd. crossing, near E. end of siding

(Continued in Morley quadrangle; s

37 15 3645 37 16 15-1 37 15 lA- 5 37 15 36.2 37 15 114

ee line 2. )

89 31 3941 89 32 13.6 89 33 26.6 89 35 l(.o.o 89 3U 1^5-5

Ii,8l2 6,820 1,221

Magnetic declination In 1922, k° 30' E.


ALTENBURO QUADRANGLE * (Latitude 37^30'-37"is'; longitude 89 a30<-89 045')

.Cape Girardeau and Perry Counties

1. PROM PERRYVILLE QUADRANGLE AT SEC. 18, T. 35 N., R. 12 E., EAST INTOCAMPBELL HILL QUADRANGLE AT SEC. 9, T. 35 N., R. 12 E. (by J. H. Wilson In 1913)

(Continued from Perryvllle quadrangle; see line 2.)

Station

T. 35 N., .R. 12 E., center of SW l/k sec. 8 Crosstown, at NW. corner of James Orlmand's

store, In W. foundation wall; standard tabletstamped "Prim Trav Sta No 7 1913 Mo 570"

T. 35 N., R. 12 E., cor. sees. 8, 9, 16, and 17 -

Latitude

0 | II

37 44 58.2

x I rtrr -fr'Tr*-

37 44 45-4

Longl tude

o i n

89 44 11-9

89 43 38.8189 43 224

Distance

Feet (6,230)

3,0001,316

2. PROM CAPE' OIRARDEAU QUADRANGLE AT OAK RIDGE EAST INTO CAPE OIRARDEAU QUADRANGLE AT SEC. 33, T. 33 N., R. li* E. (by J. B. Leavltt In 1921)

(Continued from Cape Glrardeau quadrangle; see line 6.)

Oak Ridge, In S. corner of sohoolyard; Iron post stamped "Prim Trav Sta No 2 J B L 1921 Mo 592"-

T-rd. N.

37 30 04.3

37 30 01;. 5137 30 15-0

37 30 01.8

89 1*3 1*6.3

89 1*3 59.17HO li ^ CK *7

89 1*2 13.5 89 l*o i*4.7

(5,150)1,038 5,148

7,159

(For balance In Cape Glrardeau quadrangle, see line 7>)

T. 35 N., R. 13 E., near center sec. 32, at NE. corner of crossroads, In concrete posjt; standard tablet stamped "Prim Trav Sta No 8

New Bethel Church, 250 ft. S. of, about 0.3 ml. E» of center sec. 27, T. 33 N., R. 13 E., on E. side of rd. at forks. In concrete post; standard tablet stamped "Prim Trav Sta No 9J B L 1921 Mo 711" -

Rd. forks

Neelys Landing, about 0.3 ml. N. of St. Louis-San Francisco Ry. sta., 30 ft. W. of track, In concrete post; standard, tablet stamped "Prim Trav Sta No 10 J B L 1921 Mo 352"

(Continued In Cape Glrardeau quadr

37 30 02.1

57 50 01.914. 37 ,30 10.3 37 30 37.6

37 51 02.61 57 50 40.1 37 30 36.2 57 50 17.6 57 50 14.1 37 30 15.9 37 30 19.2

37 50 11.79

ingle; see 11

89 38 22.9

89 --57 46.17 89 36 42.9 89 36 17.6

89 55 10.51 89 34 33.7 89 54 24.6 §9 55 51.9 89 52 45.5 89 31 44.6 89 31 21^.7

89 30 06.98

ne 7.)

(6,230)

2,9655,174 3,454

5.982 5,752

837 4,676 5,941 4,755 1,645

6,515

* Part of this quadrangle lies In Illinois.


Station Latitude

a i n

Longitude

0 t II

Distance

Feet

3. FROM OAK RIDGE WEST INTO PERRYVILLE QUADRANGLE AT SEC. 31, T. 33 N., R. 12 E. (by J. B. Leavitt in 1921)

Prim

T-rd

Trav Sta No 2 J B L 1921 Mo 592 (previous iy3737

3030

04.5102.4 §9 43

89 1459.1752.9 4,334

(Continued in Perryvllle quadrangle; see line 3.)

k. FROM OAK RIDGE NORTH TO CROSSTOWN (by J. B. Leavitt in 1921)

Prim Trav Sta No 2 J B L 1921 Mo 592 (previously

T. 33 N., R. 12 E., in NW 1/k sec. 16, about 600 ft. E. of section line, 75 ft. S. of T-rd. N. , 15 ft. VV. of fence corner, in concrete post; standard tablet stamped "Prim Trav Sta No 11

T-rd. W.

Unlontown, chiseled mark on gutter at NW. corner

Uniontown, about! 3 mi. NW. of, about 0.1 mi. S. of NW. cor. sec. 20, T. 3k N., R. 12 E. , kO ft. NE. of crossroads, in concrete post; standard tablet stamped V'Prim Trav Sta No 12 J B L 1921

Eureka School, 800 f't. SW. of, in sec. 5, T. 3k N., R. 12 E., on N. side of Wittenberg rd. at rd. S. to Uriionville, in concrete post; standard tablet stamped "Prim Trav Sta No Ik

Hager School, 350 ft. NW. of, 1 ft. S. of fence, in corner of schoolyard; iron post stamped

T-rd. E. Prim Trav Sta No 7 1913 Mo 570" (previously

37 30 Ok. 51 37 30 28.1 37 31 02.6 37 31 40.2 37 31 57-0 37 32 20.2 37 32 54-6

37 33 01. Ik 37 33 57-1 37 3k 43.1 37 35 18.8 37 35 50.5

37 36 52.5 37 37 2k.8 37 37 k9-0

37 38 32.ll 37 39 20.6 37 39 444 37 4o 23.9

37 ko k3-55 37 41 15-6 37 41 5^.8 37 k2 4o.9

37 42 55.1k 37 45 19.0

37 44 4442

89 43 59-17 89 k5 46 .'8 89 43 42-3 89 44 ok. 3 89 kk 19.0 89 44 194 89 44 054

89 14.3 38.02 89 43 59.5 §9 43 45-6 89 42 32.6 89 42 47-989 k2 k8.6 89 43 19-8 89 k3 k6.5

89 kk 2843 89 44 29.0 89 kk 29.1 89 44 19-6

89 14 12.69 §9 }4 12.3 89 44 11.2 89 43 55-2

89 43 55.65 89 43 56.2

89 43 38.81

2,590 3,5074,2012,071m2,337 5,921 4,784 6,697 3,435

6,273 4,123 3,257

4*9142,400 4.072

2,06k5 '^3,968 4,820

1,142 2,411

8,758

5. FROM UNIONTOWN WEST INTO PERRYVILLE QUADRANGLE AT SEC. 31, T. R. 12 E. (by J. B. Leavitt in 1921)

34 N.

Uniontown, chiseled mark at crossroads

Schnurbusch Church, 0.2 mi. SE. of, on N. side of Unlontown-Biehle rd. at rd. NW., 20 ft« from center of rd.; iron post stamped "Prim Trav Sta

37 36 52.5 37 36 25.2 37 36 384

37 36 40.56

89 42 48.6 89 43 504 89 14 31-5

89 44 54-93

5)696 3,567

1,895(Continued in Perryvllle quadrangle; see line k.)

6. FROM UNIONTOWN NORTHEAST TO WITTENBERG (by J. B. Leavitt In 1921)

Unlohtdwn, chiseled mark at crossroads

Uniontown, about 500 ft. E. of crossroads, on S. side of rd., 2 ft. N. of .picket fence, 4 ft« W. of telephone pole, in concrete post; standard tablet stamped "Prim Trav Sta No 22 J B L 1921 Mo 578"

T «ri o _ »

37 36 52.5

37 36 55-02 37 37 pp.7 37 36 kk.6 37 36 4o4 37 36 44.8

89 42 48.6

89 42 k5 .0289 42 00.8 89 4i 15.8 §9 4o 35.5 89 4o 07.8

a 9 7 3,970 3,279 2,276


Station

T. 54 N., R. 12 E., In SE 1/4 sec. 25, 100 ft. NE. of large iron bridge over Indian Creek, 50 ft. N. of T-rd. NW.; Iron post stamped

Frohna, 1 ft. NE. of NE. corner of post building, 30 ft. E. of center of rd. ; Iron post stamped

Altenburg, 1 ml. E. of poat office, along rd. to Wittenberg, 40 ft. E. of T-rd. S., 5 ft. Inside fence corner; iron poat stamped "Prim Trav Sta

T-rd. N. Wittenberg, 770 ft. E. of St. Loula-San Francisco

Ry. sta., on W. side of R.R., 5 ft.' E. of fence; Iron poat stamped "Prim Trav Sta No 26

Latitude

o i n

57 57 09.06

57 5749-057 57' 42. 557 57 51-2

37 38 29.537 38 40-757 38 45-3

37 39 33.27

Longitude

0 | II

.89 39 16-37

8 ft , Q «Q «

89 37 14.69

89 55 57.089 55 064

89 54 16.1089 55 38.3 89 33 17-689 55 02.4

Distance

Peet

4,8065,8472 007

6,4084,9242,577 4,168

4,0504,809 2,0401,515

8,989

PROM NEELTG3 LANDING NORTH AND NORTHWEST ALONG ST. LOUIS-SAN FRANCISCO RAILWAY INTO CAMPBELL HILL QUADRANGLE (by J. B. Leavitt in 1921)

Prim Trav Sta No 10 J B L 192! Mo 352

Gerler, 150 ft. N. of ata. board, E. of track; Iron post stamped "Prim Trav Sta No 27 J B L

Pitt, 1,550 ft. N. of sta., on bank of Mississippi River, E. of track; Iron post stamped "Prim Trav Sta No 28 J B L 1921 Mo"

Simpaon trlangulation sta.; M.R.C. chiseled mark

Prim Trav Sta No 26 J B L 1921 Mo (previously

Starland, 100 ft. S. of sta. board, W. of track; iron post stamped "Prim Trav Sta No 29 J B L

Seventyslx, 520 ft. N. of sta., W. of track; Iron post stamped "Prim Trav Sta No 30 J B L 1921

M.R.C. B.M. designated "42" (In Campbell Hill

57 30 11.79 37 30 374 37 31 20.0 37 31 59-6 37 32 55-4 57 33 55-2

57 54 19.04 37 34 36.7 37 35 284 37 56 16.6 57 56 36.49

37 56 48.12 37 37 07-3 37 37 51.3 57 58 47-6

57 58 52.90

57 59 55.27 57 40 27.2 57 4l 264 57 4l 50.0 57 42 02.7 57 42 12.1

57 42 52.96 57 42 '57.1

57 43 15.58 37 43 58-3 37 44 25.4

57 45 09.65

89 50 06.98 89 50 15.2 89 50 42.9 89 51 104 89 51 26.7 89 31 38.6

89 51 52.95 89 31 3p.2 89 31 2L.8 89 31 0§.9 89 51 0343

89 30 58.48 89 30 484 89 50 594 89 31 11.8

89 31 10.42

89 31 28.28 89 31 24.. 9 89 31 23.8 89 52 08.7 89 33 114 89 35 48.0

89 55 06.75 89 56 09.0

89 56 51.80 89 57 59-5 89 38 55-5

89 40 4540

2,640 4,924 4,577 5,791 6,118

2,456 1,797 5,243 5,039 2,059

l,24l 2,0984,543 5,767

551

4,343 5,469 5,997 4,351 5,2123,103

6,677 5,576

3,922 6,982 5,174

(9,998)

Magnetic declination in 1922, 4° 45'


PERRYVILLE QUADRANGLE (Latitude 57°30'-37°45'J longitude 89 045'-90 000')

Bolllnger, Cape Girardeau, and Perry Counties

R ii e f\

N

1. FROM HIGDON QUADRANGLE AT SEC. 2)4., T. 33 ; CHESTER QUADRANGLE AT SEC. 17, T. 35 N, in 1907)

(Continued from Higdon quadrangle;

N., R. 9 E., NORTH INTO , R. 10 E. (by J. R. Bills

see line 2.)

Station

T. 33 N., R. 9 E., stone at NE. cor. sec. 2lj.,

Latitude

.0 i n

37 32 19-9 37 33 12.3V7 ** il.R

Longitude

0 1 II

89 59 3,6.8 89 59 ,14.9 flq t;Q IL?.<;

Distance

Feet

(7,33p) 5-584 *.Q8o

(For balance in Higdon quadrangle,

Silver Lake, T-rd. S. near Catholic Church

(For balance in Higdon quadrangle,

see line 2.)

3? 1±1 01.2 I 89 59 29-2

see line 2.)

12,560)

Farmlngton-Perryville rd. at rd. 3. to Silver

Farmlngton-Perryvllle rd. at Junction of rd.,

(Continued in Chester quadrangle;

37

37

see

43 58.3 44 15-3line 2.)

89 59

89 58

22.1

51.8(4,260)

2,973

FROM CHESTER QUADRANGLE AT SEC. 1?, T. 35 N., R. 10 E., EAST ALONG FARMINGTON ROAD TO PERRYVILLE, THENCE EAST ALONG ROADS INTO ALTENBURO QUADRANGLE AT SEC. 18, T. 35 N.,*R. 12 E. (by J. H. Wilson in 1913)

(Continued from Chester quadrangle; see line 2.)

Junction of rd. S., 50 ft. W. of mall box of

Perryvllle, 1.2 ml. W. of, at water tank of

Perryvllle, W. limits of, Cape Qirardeau Northern

Perryvllle, at E. entrance to courthouse, in S. end of bottom step; standard tablet stamped

(For balance in Chester quadrangle

T-rd. S.

37 44 30.8

37 44-22.6 37 44 23.2 37 44 18.0 37 43 48.2

37 43 34-5

37 43 35-7

37 43 30.6 37 43 32.8 37 44 12.7

, see line 2.

37 44 52.4 37 hk fti.g 37 44 2k.3 37 44 26^.3

89 57 37.889 56 56.5 89 56 12.1).89 55 22.289 54 44-3

89 53 31-5

89 53 01.6

89 51 44-689 51 06.7 89 49 47.6

§9 47 47-7- 89 47 01.2 89 ^6 15.9 89 45 18.5

(5,090)

3,4213,549 4,146 4,232

6,011

2,413

6,205 3,060 7,526

(3,630) 3,892 4,1804,474

(Continued in Altenburg quadrangle; see line 1.)


Station Latitude

0 | II

3. PROM ALTENBURQ QUADRANGLE AT SEC. 31, T. 33 N., R. 12 HIGDON QUADRANGLE AT SEC. 36, T. 33 N., R. 9 E. (by In 1921)

(Continued from Altenburg quadrangle; see line

(For balance In Marble Hill quadra

(For balance In Marble Hill quadra

Sedgewlckvllle, about 1,000 ft* W. of post office, 125 ft. SW. of Lutheran Parsonage, 10 ft. SW, of large maple tree, In SE. corner of field; Iron post stamped "Prim Trav Sta

Patton, 2.9 ml. E. of, along rd. to Oak Ridge, 50 ft. SW. of Flatwood School, 20 ft. SW. of well, 2 ft. S. of fence, In concrete post'; standard tablet stamped "Prim Trav Sta No 6J B L 1921 Mo 722"

T-rd. S., 10 ft. NE. of limestone rook marked

(Continued In Hlgdon quadrangle; s

37 30 02.5

ngle, see lin

37 30 01.4

ngle, see lin

37 30 14-3 37 30 45-2

37 30 56-24 37 30 55-8 37 31 02.5 37 31 01.4 37 30 52.1

37 30 46.03 37 30 36.0 37 30 31.7

37 30 26.9

ee line 5.)

Longitude Distance

0 ' " | FeetE. , WEST INTO J. B. Leavltt

3.)

89 45 25.5

e 3.)

89 50 50.9

e 3.)

89 52 29.6 89 53 35-0

89 54 31-22 89 55 13-9 89 56 i$4 89 57 10.3 89 57 4l.7

§9 57 59-13 89 58 49-9 89 59 07.0

89 59 22.7

(2,630)

(3,080)

(2,630) 6,129

4,670 3,4434,835 4,599 2,696

1,536 4,218 1,4461,349

4. FROM ALTENBURG QUADRANGLE AT SEC. 31, T. 34 N., R. 12 E., WEST BY WAY OF BIEHLE AND MILLHEIM INTO HIGDON QUADRANGLE AT SEC. 25, T. 34 N., R. 9 E. (by J. B. Leavltt In 1921)

(Continued from Altenburg quadrangle; see line 5.)

Rd. fork S. Blehle, 2 ml. E. of, along rd. to Schnurbusch,

near center sec. 34, T. 34 N., R. 11 E., about 100 ft. E. of creek, 10 ft. E. of 24-ln. black-oak tree, 3 ft. N. of wire fence, S. of rd. ; Iron post stamped "Prim Trav Sta No 17J B L 1921 MO 454"

Blehle, 350 ft. NW. of rd. Junction, 10 ft. from fence corner, 20 ft. from private driveway; Iron post stamped "Prim Trav Sta No 18 J B L

Mlllhelm, about 350 ft. W. of mill, 40 ft. N. of creek, 10 ft. S. of rd.; Iron pos*t stamped

Mlllhelm, 2.9 ml. W. of, along rd. to Yount, 0.2 ml. N. of center sec. 28j T. 34 N., R. 10 E. , 20 ft. NE. of junction of Greenvllle-Perryvllle and Unlontown-Yount rds.; Iron post stamped "Prim Trav Sta No 20 J B L 1921 Mo 826"

T -nH T?

T-rd. W. ,

T-rd. S.

(Continued In Hlgdon quadrangle; s

37 36 32.2 37 36 43-2 37 36 394 37 36 24.8

37 36 31-35 37 36 34-3 37 36 34-5 37 36 24-5

37 36 07.69 37 36 19-6 37 36 23.1

37 37 02.25 37 37 26.2 37 37 26.0

37 37 24.83 37 37 20.2 37 37 06.1 37 37 04-5 37 37 12.2 37 37 124 37 37 15-9

se line 6.)

89 45 35.0 89 46 4l-5 89 46 58.0 89 47 57.2

89 48 20.25 89 48 53.2 §9 49 09.7 89 49 424

89 50 11.27 89 50 45-0 89 51 57-7

89 53 18.21 89 54 10.3 89 55 01.4

89 56 05.87 89 56 45.9 89 56 51.0 89 57 18.9 89 58 05.3 89 58 18.7 89 58 524

(3,330) 5,457 1,382 4,986

1,970 2,665 1,328 2,818

2,878 2,968 5,863

7,593 4,839 4,H7

5,184 3,172 1.507 2,245 3,658 1,237 2,729

Magnetic declination In 1923, 4°30'E.

178220 O 39 3


MARBLE HILL QUADRANGLE (Latitude 37 015'-57°50'; longitude 89 0k5'-90 000')

Bolllnger and Cape Girardeau Counties

1. PROM CAPE GIRARDEAU QUADRANGLE AT POINT THREE MILES EAST OP BURPORDVILLE SOUTH- INTO ADVANCE QUADRANGLE AT SEC. 19, T. JO N., R. 12 E. (by B. H. Yoakum In 1920)


Station

Burfordvllle, 3 ml. E. of, along rd. to Jaokaon, k5 ft. S. 27° W. from rd. fork S., 58 ft. S. of hickory tree on N. side of rd., 1 ft. from fence on W. aide of rd. S., In concrete post; standard tablet stamped "Prim Trav Sta No 7

Latitude

0 1 II

37 22 k7.2k 37 21 k5.k 37 21 304

Longitude

o i n

89 k5 14-22 89 k5 25.8 89 k5 12.7

Distance

Peet

(2,395) 6,320 1,B52

(For balance in Cape Girardeau quadrangle, see line k.)

Tilsit, 0.8 ml. NW. of, in NE 1/k sec. 30,T. 31 N., R. 12 E1., 150 ft. W. of small bridge, 15 ft; S. of T-rd. N., 2 ft. from fence'on S. side of rd.; Iron post stamped "Prim Trav Sta No 8 1920 Mo k07" - 37 20 12.22 k5 Ok. 16

(For balance in Cape Girardeau quadrangle, see line 14..)

Whitewater, 3 ml. NE; of, 800 ft. SE. of Maple Grove School, at rd; forks* 70 fti SE. of center of bridge, 28 ft» SE. of birch tree, E. of rd., 2 ft; from fence, in concrete post; standard tablet stamped "Prim Trav Sta No 10 1920 Mo 362" 37 15 29.78 89 14-5 09.38


(1,700)

(6,270)

2. PROM POINT THREE MILES EAST OF BURFORDVILLE NORTH INTO CAPE GIRARDEAU QUADRANGLE AT SEC. 19, T. 32 N., R. 12 E. (by J. B. Leavltt in 1921)

Prim Trav Sta No .7 1920 M6 k55 (previously

T-rd. N. -

37 22 k7.2k

37 2k 28. k

37 25 37-5 37 25 55.637 26 20.9

89 k5 Ik. 2289 k6 05.689 k5 55.2§9 k5 51.9 89 k5 k7-2

89 k5 oo;k

k,lk7io,k053,k933,5302,1935,598

(Continued in Cape Olrardeau quadrangle; see line 6.)


Station Latitude

0 ! II

Longitude

0 1 II

Distance

Poet5. FROM PERRYVILLE QUADRANGLE AT SEC. 51, T. 53 N., R. 12 E., WEST INTO

PERRYVILLE QUADRANGLE AT SEC. 31, T. 35 N., R. 11 E. (by J. B. Leavltt In 1921)

(Continued from Perryville quadrangle; gee line 3.)

Cape Olrardeau Northern Ry. (now abandoned) at

Oak Ridge, 1±. 3 ml. W. of, along rd. to Sedgewickvllle, near center of N 1/2 sec. 2, T. 32 N., R. 11 E., 75 ft. NE. of crossroads, 10 ft. SE. of large1 -white-oak tree, In concrete post; standard tablet stamped "Prim Trav Sta

37 29 35-5 37 29 2S.837 29 28.1

37 29 17-15Z*7 2Q Id ~\

37 29 25437 29 142.637 29 55-5

89 14.5 28.589 56 26.989 56 55-5

89 5? 50.30 89 58 25.589 59 01.189 59 17 -U89 £0 13-1*

(2,750)5,828

5,6512,851

2,261*5,699

(For balance In Perryville quadrangle, see line 3 - )

Whltewater River, center of bridge over ---------Rd. fork W. : Sedgewlckvllle, 2.5 ml. E. of, along rd. to Oak

Ridge, 500 ft. H. of rd. forks, 200 ft. SW. of farmhouse, on E. side of. main rd., 2 ft. from fence, in concrete post; standard tablet stamp ed "Prim Trav Sta No 1* J B L 1921 Mo l*6l" 57 29 58.6!*

(Continued in Perryville quadrangle; see line 3

37 2957 29

51 30.252 00.6

52 03.51

(3,260) 2,1*56

595

5- FROM MARQUAND QUADRANGLE SOUTH ALONG STATE HIGHWAY 5! INTO ADVANCE QUADRANGLE (by J. L. Sanders In 1926)

(Continued from Marquand quadrangle; see line 3.)

T. 31 N., R. 10 E., stone near W. cor. sees. 19

Lutesvllle, 2 ml. N. of, along State Highway 51, in NW 1/5 sec. 31, T. 31 N., R. 10 E. , in N. end of E. wing wall of concrete culvert; standard tablet stainped "P T Sta No 1*0 S 1926"-

Lutesvllle, 212 ft. N. of Missouri Pacific R.R. at public rd. crossing, 150 ft. W. of Presbyterian Church, In SW. corner of yard of Fred Elf rank, In N, edge of concrete sidewalk; standard tablet stamped "P T Sta No 1*1 S 1926"-

Lutesvllle, crossroad near S. limits of --------- T. 50 N., R. 10 E. , E. sixteenth cor. sec. 7, old

T. 50 N., R. 10 E., N. sixteenth cor. sec. 19,

Lutesvllle, 5.2 ml. S. of, along State Highway 51, 580 ft. N. of center sec. 19, T. 50 N., 'R. 10 E. , In S. end of W. wing wall of concrete culvert; standard tablet stamped "P T Sta No 1*2

37 20 35.5 37 19 51-5

37 19 21.68 37 16 39-5

37 18 02.69 37 17 56.2

37 17 10-5

37 15 36.9

37 15 27.13

89 59 36.8 89 59 13.8

§9 59 15.75 89 59 07.5

89 58 14.8.09 89 58 56.1

89 58 14.8.8

89 59 06.8

89 59 06.96

(5,570)5,812

3,020 5,325

14-, 032 1,673

3,617

9,579

990

(Continued In Advance quadrangle; see line 3.)

FROM LUTESVILLE SOUTHEAST ALONG MISSOURI PACIFIC RAILROAD TO SEC. 21, T. 30 N., R. 11 E., THENCE NORTHEAST ALONG ROADS TO SEC. 19, T. 30 N., R. 12 E. (by J. L. Sanders In 1926)

P T Sta No Ij.! S 1926 (previously described) -----

Luteavllle, 3 ml. E. of, along Missouri Pacific R.R., 39 ft. N. of R.R. at crossing of Leopold-Marble Hill rd., in W. wall of concrete culvert; standard tablet stamped "P T Sta Ho 14.6

Laflln, in NE l/l* see. 13, T. 30 N., R. 10 E., in E. end of concrete porch of store of Elf rink & Son; standard tablet stamped "P T Sta No 1*7 S

Crooked Creek, center pier of bridge 897 over R.R. at Bolllnger-Cape Glrardeau county line

37 18 02.69

37 17 15.0

37 16 59.0037 16 57-8

37 16 55.1357 16 27.0 37 16 13.0 37 16 16.9

89' 58 58.09 89 58 07.689 57 15.1

89 55 53-5289 55 38.3

89 53 16.6889 52 1*5.8 89 51 53-9 89 51 16.5

5)6765,923

2,623 5,205 2,255


Station

Laflin, 3.5 mi. E. of, along Missouri PacificR.R., 0.3 mi. E. of R.R. bridge 899, 14.5 ft. S. and 24 ft. W. of R.R. at Marble Hlll-Whlte-water rd. crossing, in large sandstone ro6k;standard tablet stamped "P T Sta No 1$ S 1926"-

Latltude

01 n

37 15 18.64 37 15 00.7

Longitude

o i n

89 50 04.23 89 49 41-6

Distance

Peet

8,292 2,577

(For balance in Advance quadrangle, see line 4«)


37 15 14.3 37 15 13-0

37 15 29.78

89 46 1*5.6 89 46 .10.6

89 45 09.58

(2,960) 2,665

5,233

6. FROM MARBLE HILL NORTHEAST ALONG STATE HIGHWAY 34 TO POINT THREE MILES NORTHEAST OP BURPORDVILLE (by J. L. Sanders in 1926)

Marble Hill, 2.3 mi. E. of, along State Highway 34, in NW 1/4 sec. 3, T. 30 N., R. 10 E., 700 ft. E. of farmhouse of Jeff Wisecarver, in N. wing wall of concrete culvert; standard tablet

Huskey School, 4«9 "! NE. of Marble Hill, along State Highway 34, 110 ft. W. of school, 60 ft. E. of rd. Junction, in S. wing. wall of concrete culvert; standard tablet stamped "P T Sta No 51s 1926"

Highway at fence E., about 350 ft. W. of W. cor.

Burfordvllle, lj..l mi. W. of, along State Highway 34, near quarter cor. between sees. 18 and 19, T. 31 N., R. 11 E., 500 ft. NE. of Junction of rd., 480 ft. SW. of Wm. Riehm's farmhouse, In ff. wing wall of concrete culvert; standard

Highway at Bollinger-Cape Glrardeau county line -

Burfordvllle, 330 ft. E. of post office, in SE. corner of concrete porch of garage of P. H. Holmes; standard tablet stamped" P T Sta No 53s 1926 ,389"


37 18 02.69 37 18 19-7 37 18 19.3

37 18 36.66 37 18 4o-9 37 18 52-9 37 18 55-8 37 19 00.6

37 19 09.68 37 19 24-2 37 19 55-6

37 20 25.0 37 20 48.1

37 21 22.14 37 21 34.6 37 21 33-1 37 21 51.7 37 22 02.3

37 22 03.98 37 22 19.3 37 22 ^5.1 37 22 45-8

57 22 47-24

89 58 48.09 89 57 44-2 89 56 54.3

89 55 54-68 §9 55 34-1 89 55 ok.O 89 & 48.2 89 53 36.0

89 53 15.51 89 53 01.7 89 52 58.9

89 52 52.2 89 52 37-9

89 52 11.09 89 51 4^.1 89 50 05.1 89 49 15.0 89 48 35-2

89 48 11.29 §9 47 .35-8 89 47 13.4 89 46 05.5

89 45 14-22

5,440 4,039

5,1251,7202,720 1,511 5.851

1,895 l,84j 3,180

3,022 2,605

4,067 2,515 7,992 4,465 3,385

1,939 3,259 3,173 5,488

4,139

7. FROM SEC. 18, T. 31 N., R. 11 E. , NORTH TO SEC: 31, T. 33 N., R. 11 E. (by J. L. Sanders in 1926)

P T Sta No 52 S 1926 658 (previously described)-

T-rd. S.

Scopus, 2.2 ml. E. of post office, 440 ft. S. of lot corner which Is 0.8 ml. N. of SW. cor. sec. 6, T. 31 N., R. 11 E., 75 ft. NW. of farm house of John J. Hahn, on W. side of entrance to barn lot, near fence post, In limestone boulder; standard tablet stamped "P T Sta No 54 S 1926 597" -

Little Whltewater River, center of ford across Scopus, 3 ml. NE. of post office, in NW 1/1|.

see. 24, T. 32 N., R. 10 E.. 0.2 ml. W. of 0. S. Pr.ppst's farmhouse, 24 ft. N. and 27 ft. W. of T-rd. N., in fence corner, in sandstone ledge; standard tablet stamped "P T Sta No 55s 1926 523"

37 21 22.14 37 21 59.8 57 22 25.0 37 25 04.8

57 23 58.98 57 24 18.4 57 24 51-9 37 25 49.3

37 26 26.77 37 26 53-2 37 27 37-2

89 52 11.09 89 52 33.8 §9 52 32.6 89 52 52.3

89 52 46-92 89 52 35.9 §9 52 45.5 89 53 26.7

89 53 48.45 89 53 36.5 89 52 51-2

2,558'4,5764,022

3.657 4,083 3,476 6,690

4,177 2,8115 5,761


Station

T. 32 N., R. 11 E., In NW 1/U sec. 7, 2l8 ft. S. of U.S. Highway 6l at crossroad, 300 ft. SW. of J. W. Johnson's farmhouse, on E.. side of rd. , In fence corner, In concrete post; standard tablet stamped "P T Sta No 56 S 1926

T. 32 N., R. 11 E., W. cor. sees. 6 and 7, corner

Center of gate at entrance to barn lot of John

Prim Trav Sta No Ij. J B L 1921 Mo l(.6l (previously

Latitude

01 II

37 28 19.77

37 28 36.8 37 28 52.8

37 29 la.l

37 29 58.614.

Longitude

01 n

89 52 14.3.76

89 52 k8.7 89 52 (42.3

89 52 25.0

89 52 03.51

Distance

Feet

k.lkl

1.755 1,708

5,083

Z,l4.8o

PROM MARQUAND QUADRANGLE SOUTHEAST ALONG STATE HIGHWAY jlj. TO LUTESVILLE (by W. C. Elledge In 1931)

(Continued from Marquand quadrangle; see line 1|.)

P T Sta No l(.l SHP

19263737

i Q 30.02.

8'

6989 59 36

48 9.09

(5,569)W55

Magnetic declination In 1933,

ADVANCE QUADRANGLE (Latitude 37°00'-37°15'; longitude 89°l4-5' -90"00' )

Bolllnger, Cape Girardeau, Scott, and Stoddard Counties

R10E

1. PROM MARBLE HILL QUADRANGLE AT SEC. 19,. T. 30 N., R. 12 E., SOUTH AND EAST INTO MORLEY QUADRANGLE AT SEC. 30, T. 30 N., R. 12 E. (by B. H. Yoakum In 1920)


Rd. W.

Station

thr'ougE gate, 5 ft >

(Continued

Latitude Longitude Distance

W.

in

of draina]

Morley

58 ditch 0 1

37 ll).

quadrangle; see line

»:. 89 ki.)

5 10.0Feet

(5,520)

2. FROM MORLEY QUADRANGLE 'SOUTHWEST ALONG ST. LOUIS-SAN FRANCISCO RAILWAY INTO.ZALMA QUADRANGLE (by C. R. Fisher In 19214.)

(Continued from Morley quadrangle; see line 2.)

Cliff, at N. end of siding, R.R. at rd. crossing-

Arbor, 80 ft. E. of post office, 100 ft. N. of St. Louis-San Francisco Ry. sta., 50 ft. NW. of track, 50 ft. N. of rd., 50 ft. E. of dwelling; Iron post stamped "Prim Trav Sta No 5 F 19214 j^O" . . ...... .. ..

T. 29 N., R. 11 E., cor. sees. 22, 23, 26, and 27

Rd. forlrn S- nf B.R. ____. __ _. _. _ _.____

37 10 14-3.237 10 07.837 09 55-9

37 09 18.3 37 08 564vi nfi h*_o.

89 14,6 28.6§9 U7 18.5 89 kl 354

89 14.8 19.25 89 1^8 14.1.1 89 lj.9 20.8AQ lio lizJi

(8,330) 5.L.011,819

k.kte2,0785,905 3 ppn


Station

Green Cox, 300 ft. SW. of St. Louis-San Francisco Ry. sta. signboard, 100 ft. SE. of R.R., 30 ft. SB. of rd. ; Iron post stamped PPrim Trav StaNo 6 F 192k Mo 336 1?

Advance, 3 ml. NE. of, 50 ft. N. of St. Louis-San Francisco Ry., 5 ft. S. of fence corner at corner of Bolllnger and Cape Glrardeau Counties on Stoddard county line; Iron post stamped "Prim Trav Sta No 7'F 192k Mo 3k7"

Tps. 28 and 29 N., Rs. 10 and 11 E., cor. of

Advance, In SW. corner of schoolyard; Iron post stamped "Prim Trav Sta No 8 F 192k Mo 361"

Brownwood, 250 ft. E. of Junction of Bloomfleld and Hoxle branches of St. Louis-San Francisco Ry., 30 ft. S. of R.R., 10 ft. N. of rd. , In garden; Iron post stamped "Prim Trav Sta No 9P I noli Mrt XCXH «

T. 28 N., Rs. 9 and 10 E., cor. sees. 25, 30, 31,

(Continued in Zalma quadrangle; se

Latitude

0 f II

37 08 23.5

37 08 19.00 37 08 15-9 37 07 56.7

37 07 3k. 57 37 07 03.2 37 07 3H.9 37 06 Hi. 6

37 06 16.62 37 06,05.3 37 05 3&.1 37 05 16.7 37 Ok H8.0

37 Ok k2.00 37 oli 20.6 37 OH ok.8

37 03 16.7

e line 1.)

Longitude

o i n. 89 50 23.9

89 50 30. pH 89 50 384 89 51 15.3

89 51 58.88 89 52 58.0 89 53 10.7 89 53 394

89 5H 32.58 89 5U £8.8 89 55 U8.7 89 56 18.3 89 57 17-2

89 57 27.96 89 5& 09.7 89 58 kO.l

89 59 Hk-2

Distance

Feet 3,870

675 7fcL

3,569

H,175 5,714 3,373 5,87H

H.992 l»7W 5,780 1;860 5,700

1,056 k,007 2,91*1

7,115

FROM MARBLE HILL QUADRANGLE SOUTHEAST ALONG STATE HIGHWAY 51 TO SEC. 17, 'T. 29 H., R. 10 E., THENCE SOUTH ALONG ROADS TO DONGOLA, THENCE EAST ALONQ ROADS TO STATE HIGHWAY 91, THENCE SOUTHEAST ALONG HIGHWAY TO ADVANCE (by J. L. Sanders In 1926)

(Continued from Marble Hill quadrangle; see line k.)

T. 30 N., R. 10 E. , quarter cor. between

T. 29 N., R. 10 E., N. cor. sees. 5 and 6,

Lutesvllle, 6.5 ml. S. of, along State Highway 51, near quarter cor. between sees. 5 and 6, T. 29 N., R. 10 E., at angle in highway from N. to SE., 225 ft. SE. of M. S. Baker's farm house, in W. end of N. wing wall of concrete culvert; standard tablet stamped "P T Sta No kj

Dongola, In SE 1/k NE VU sec. 20, T. 29 N., R. 10 E., 36 ft. S. and 30 ft. E. of Junction of State Highway 51 and Greenbrier rd., in concrete post; standard tablet stamped "P T

Caoitor River diversion channel, center of bridge

Advance, 2.5 ml. N. of, along State Highway 91, In NE 1/k NE 1/1; sec. 35, T. 29 N., R. 10 E., kOO ft. N. of dwelling of F. ~0. Schlafltz, in W. wing wall of concrete culvert; standard

Prim Trav Sta No 8 F 192k 'Mo 361 (previously.

37 IH 55-9 57 13 37-0

37 13 09.7

37 12 k8.09 37 12 234 37 11 19.2 37 10 15.2

37 10 01.95 37 10 00.7 37 09 21.8 37 09 03.8

37 08 k7.8

37 08 19.78 37 07 36.0

37 06 16.62

89 53 06.9 89 58 504

89 58 Hi4

89 58 kO.25 89 58 18 .-7 89 57 -H2-9 89 57 H9.9

89 57 U3.65 89 57 00.9 89 56 18.2 89 55 H5-2

89 55 014

89 5H 32.76 89 5H 32.5

89 5H 32.58

(3, 160) 8,093

2,855

2,18k 3,050 7,110 6498

1.H35 3465 5,237 3,2kl

3,901

3,665 H432

8,026

k. FROM MARBLE HILL QUADRANGLE SOUTHEAST ALONG MISSOURI PACIFIC RAILROADTO WHITEWATER, THENCE NORTHEAST ALONG ROADS INTO MARBLE HILL QUADRANGLE AT SEC. 21)., T. 30 N., R. 11 E. (by J. L. Sanders in 1926}


Whltewater, 3 ft.' NW. of SW. corner of Whitewater Bank, in concrete sidewalk; standard tablet

T-rd. W.

37

37 37

IH 26.8

iH 12.60 iH H8.2

89 H8 25.2

89 k7 45-51 89 H7 00.2

(7,065)

3,519 5,136.(Continued In Marble Hill quadrangle; see line 5.)

PART 1, SOUTHEASTERN' MISSOURI, 1903-1937 29

Station

5. PROM BROWNWOOD SOUTH ALONO ST. LOUIS -SAN abandoned) INTO BLOOMPIELD QUADRANGLE (

Prim Trav Sta No 9 P 192k Mo 353 (previously

Swinton, 300 ft. NW. of sta., 108 ft. W. of track, in NE. corner of concrete porch of filling sta. of J. F. Brewster; standard tablet

(Continued in Bloomfield quadrangl

Latitude

0 | II

FRANCISCO RAI by J. L. Sane

37 Ok k2.00 37 03 15.2 37 02 38.3 37 02 08.5

37 01 ko.08 37 oo 14.7.3 37 oo 20.0

e; see line 1

Long! tude

0 | II

LWAY (now ers in 1926)

89 57 27.98 89 57 22.9 89 57 18.1 89 56 54-2

89 56 kl.68 89 56 26.5 89 56 17-5

.)

Distance

Feet

8,794 3,747 3,596

3.0k6 5,484 2,857

6. PROM BLOOMPIELD QUADRANGLE NORTHEAST ALONG ST. LOUIS SOUTHWESTERN RAILWAY INTO MORLEY QUADRANGLE' (by J. L. Sanders in 1926)

(Continued from Bloomfield quadrangle; see line 1.)

Bell City, 5 ft. N. of front door of Bell City Bank, In NW. corner of ste_p; standard tablet

Messier, 180 ft. N. of W. P. Messier' s general store, 100 ft. W. of St. Louis Southwestern Ry. , in SE. corner of concrete foundation of wagon scales; standard tablet stamped "P T Sta No 100 S 1926"

Parkins, 300 ft. NE. of St. Louis Southwestern Ry. sta., at NE. corner of general store owned by Raymond Moore, in concrete porch; standard

Randies, at S. limits of> R.R. at rd. crossing Randies, kOO ft. S. of St. Loula Southwestern Ry.

sta., 100 ft. E. of track, 75 ft. W. of post office, 33 ft. S. and k5 ft. W. of crossroads, in concrete post; standard tablet stamped

(Continued In Morley quadrangle; s

37 00 09.0 37 00 k6.0

37 01 2k. 86 37 02 18.3 37 03 11.2

37 03 59.63 37 Ok 55-9 37 05 20.8

37 05 kk.kl 37 06 kO.9 37 07 07.3 37 07 334 37 08 06.3

37 08 15.76 37 08 k2.2 37 09 18.0 37 09 k3.9

se line 3.)

89 50 k6.1 89 49 594

89 kg 13.75 89 k8 11 4 89 k7 594

89 k8 07.83 89 47 39-9 89 k7 07.6

89 k6 30.20 89 k6 Ok. 5 89 U5 52.9 §9 45 46-5 89 45 59-5

89 k6 01.93 89 46 01.5 §9 };5 56.0 89 14.5 51.6

(2,200) 5,323

5,4217,382 5436

4,9476,125 3,613

2^828 2,6963,490

982 2,678 3,652 2,646

7. PROM ZALMA QUADRANGLE AT SEC. 7, T. 27 N., R. 10 E., EAST TO ARDEOLA, THENCE NORTHEAST TO SEC. 2, T. 27 N., R. 11 E. (by J. M. Lawson in 1931)

(Continued from Zalma quadrangle; see line 6.)

T. 27 N., R. 10 E., cor. sees. 5, 6, 7, and 8,

Leora, 0.5 ml. N. and 2 ml. E. of, 38 ft. E. and 19 ft. N. of cor. sees, k, 5, 8, and 9, T. 27 N., R. 10 E., 17 ft. E. of fence corner, In concrete post; standard tablet stamped

T. 27 N., R. 10 E., cor. sees. 3, k, 9, and 10,

T. 27 N., R. 10 E., cor. sees. 2, 3, 10, and 11,

(For balance in Bloomfield quadran

Center of bridge, 150 ft. 8. of rd. corner from

P T Sta No 98 S 1926 (In Bloomfield quadrangle;

St. Louis Southwestern Ry. at dim rd. crossing

37 00 25.9 37 00 25.6

37 00 2k. 50

37 00 22.2

37 OC 20. k 37 00 20.1

;le, see line

37 00 114.. 5 37 00 27.9 37 00 39.5 37 00 36;9 37 00 10.8

36 59, 53.02 37 00 19.9

89 59 47-2 89 59 36.8

89 58 39.23

89 57 32.9

89 56 27.5 89 56 17.1

4.)

89 52 27-9 89 52 Ik. 5 89 51 59-9 §9 51 34-0 89 51 15.6

89 51 ok.5k 89 50 304

(5,923) 8k3

k,666

5,386

5,306 839

(2,253)1,737 1,671 2,123 3,OkO

2,006 3,88k


Station

Bell trlangulatlon sta.; U.S.C. & G.S. standard

Latitude

0 1 II

37 00 14.8.38

Longitude

o i n

89 50 21.23

Distance

Peet

2,976

PROM BLOOUFIELD QUADRANGLE NORTH ALONG STATE HIGHWAY 25 TO ADVANCE (by J. M. Lamson In 1931)

T T 29 L 1931 (In Bloomfield quadrangle; see

T. 27 N., R. 11 E., about 0.6 ml. S. of N. cor. sees. 5 and 6, 0.2 ml. N. along State Highway 25 from junction of Bell City rd. , 28 ft. W. and 25 ft. S. of highway at rd. W., 9 ft. S. of fence corner, In concrete post; standard tablet

Junction of rd. E., 608 ft. S. of bridge over

Advance, 1.2 ml. E. and 2.8 ml. S. of, along State Highway 25, 0.2 ml. S. of cor. sees. 19, 2k, 25, and 50, T. 28 N., Rs. 10 and 11 E., k7 ft. S. and 26 ft. E. of highway at cross road, 20 ft. S'. of fence corner, In concrete, post; standard tablet stamped "T T 58 L 1931"

T. 28 N., Rsi 10 and 11 E. , quarter cor: between

Prim Trav Sta No 8 P 19214. Mo 361 (previously

56 59 51-05 57 00 20.6 37 00 52.6

37 01 14.9.06 57 02 5k. 2

57 05 00.6 37 03 29.1

57 05 52.53

37 ok 51 8 37 05 ll.k 57 OS k5.g 57 06 22.6

57 06 16.62

89 55 55.67 89 53 334 89 53 32-3

89 53 15-72 89 55 08.6

89 55 08.8 89 55 08.8

89 53 08.67

89 55 09.0 89 53 26.0 §9 54 15-8 89 5U 15.9

89 514. 52.58

5,006 3,236

5,867 C,598

2,676 2,887

2,369

3,914-5

5! 331). 3,755

1478

9. FROM SEC. 30, T. 28 N., R. 11 E. , EAST TO MESSLER (by J. M. Lawson In 1931)

T-rd. W. - T T*d E «. __._._.__-.. __ _ _T. 28 N., R. 11 E., cor. sees. 20, 21, 28, and

T. 28 N., R. 11 E.,. about '585 ft. W. of quarter cor. between sees. 21 and 28, 17 ft. S. and 73 ft. E. from T-rd. N., 32 ft. E. of black-oak tree at fence corner, In concrete post;

T. 28 N., R. 11 E., cor. sees. 21, 22, 27, and

Jenklns Basin, at outlet to, NE. corner of

P T Sta No 100 S 1926 (previously described)

37 03 52.53 57 05 524 37 03 52.1 57 ok 05.2

57 014. Ok. 9

57 01; ok. 36

37 ok ok. 14.

57 05 k6.5 37 03 37.7 37 05 574 57 05 59.65

89 53 08.67 §9 52 354 89 51 fo.o 89 51 14.7.5

89 50 56.8

89 50 29-93

89 k9 51.0

§9 Itf 19-5 89 li.8 27.8 89 k8 11.9 89 k8 07.85

2,699

1*571

2,176

3,15k 3,ik6

1)291; 2,271

10. PROM KORLEY QUADRANGLE AT SEC. 20, T. 28 N., R. 12 E. , WEST AND NORTH TO PERK1NS (by W. C. Elledge In 1951)

(Continued from Morley quadrangle; see line 5.)

T. 28 N., R. 12 E., 0.2 ml. E. of cor. sees. 19, 20, 29, and 30, 15 ft. S. and 75 ft. W. from center of wooden bridge, 21 ft. S. of rd., In concrete post; standard tablet stamped "T T 27 E 1951"

T. 28 N., R. 12 E., cor. sees. 19, 20, 29, and

T. 28 N., R. 12 E., W. cor. sees. 18 and 19, T-rd. E. , 90 ft. S. of T-rd. W. at E. cor. sees. 15 and 2k, T. 28 N. , R. 11 E.


37 014. 02.2 37 Ok 01.937 Ok 28. k

37 Ok 55-1 37 05 l&.ki

89 k5 12.58

89 k5 27.989 ko 29.289 IJ.6 32.1

89 k6 52.189 li.6 50.20.

(5.,5l4.5)

1,260H&°

2,705 u, 990Magnetic declination In 1951. k a30'E.


BLOOKFIELD QUADRANGLE (Latitude 36°45'-37 000'; longitude 89°45'-90°00')

Stoddard County

R 10 E RITE R 12 E

1. PROM ADVANCE QUADRANGLE SOUTHEAST ALONG ST. LOUIS-SAN FRANCISCO RAILWAY (now abandoned) TO AQUILLA,'THENCE EAST ALONG ST. LOUIS-SAN FRANCISCO RAILWAY TO SEC. 28, T. 27 N., R. 11 E., THENCE NORTH ALONG ST. LOUIS SOUTHWESTERN RAILWAY INTO ADVANCE QUADRANGLE (by J. L. Sanders in 1926)

(Continued from Advance quadrangle; see line 5-)

Station

Zadock, 150 ft. E. of C. C. Lewis 1 general store, 24 ft. S. and 27 ft. E. of St. Louis- San Francisco Ry. at public rd. crossing, on high bank, in concrete post; standard tablet

Aqullla, 0-5 mi. N. of, near quarter cor. between sees. 25 and 30, T. 27 N., Rs. 10 and 11 E. , 500 ft. N. of steel bridge over Castor River, 135 ft. E. of St. Louis-San Francisco Ry. at crossing of State Highway 25, 20 ft. N. of track, on high bank, in concrete post; standard

Ardeola, 200 ft. N. of St. Louis Southwestern Ry. section house, 36 f.t. W. of track, near NE. corner of section-house lot, in concrete post; standard tablet stamped "P T Sta No 98 S 1926"

Latitude

0 | H

36 59 19.19 36 58 35-2 36 57 36.7

36 57 13.19 36 57 02.0 36 57 04.0 36 57 19.9 36 57 44-4 36 59 10.0

36 59- 53.02

Longitude

89 56 07.34 §9 55 57-5 89 54 46-3

89 54 20.40 89 53 23.0 89 52 25.2 89 52 o4.8 89 51 59-3 89 51 29.4

89 51 04-54

Distance

Peet

(6,210)£' 525 8,156

3,284 4,8oo 4,699 2,3042,5198,992

4,794


2. FROM BLOOMFIELD WEST INTO PUXICO QUADRANGLE AT SEC. 20, R. 10 E. (by J. M. Lawson in 1931)

T. 26 N.,

Poor triangulation sta.; U.S.C. & G.S. standarddisk stamped "Poor" -- - ---_

T-rd. W. _______Bloomfield, at S. entrance to Stoddard County

Courthouse, in angle of brick wall,-in top of E. end of second concrete step; standard tablet stamped ''T T 21 L 1931"

T-rd. 'S. _ ----- -Center of bridge over creek --- - -- Bloomfield, 2 mi. W. of, in NW 1/4 sec. 22,

T. 26 N., R. 10 E., 65 ft. S. and 40 ft. E. of T-rd. S., 75 ft. E. of dim rd. N., 24 ft. E. of fence corner, in concrete post; standard tablet stamped "T T 22 L 1931" -- ------

T-rd. W. -----T-rd. E;, 135 ft. S. of T-rd. W. at cor. sees.

16, 17, 20, and 21, T. 26 N., R. 10 E. - Crossroads - -- . --

36 51 53-69 36 52 43-4

36 53 04-21 36 53 09.5 36 53 11-4

36 53 14.72 36 52 47-5

36 53 26.236 52 48.4

89 55 53-48 89 55 47-6

89 55 44-66 89 56 22.3 89 -56 44.4

57 51-4457 53-958 59-059 01.9

2,1123,1051,808

5,4592,765

6,5.823,825

(Continued in Puxico quadrangle; see line 3.)


Station Latitude

0 , «

Longitude

0 , II

Distance

Feet3. FROM PUXICO QUADRANGLE AT SEC. 5, T. 26 N., R. 10 E., NORTH IHTQ

PUXICO QUADRANGLE AT SEC. 19, T. 27 N., R. 10 E. (by J. M. Lawson in 1931)

(Continued from Puxieo quadrangle; see line 3.)


T. 26 N., R. 10 E., N. cor. sees. 5 and 6, T-rd. S., 140 ft. W. of T-rd. N. at 3. cor. sees. 31

T. 27 N., R. 10 E., cor. sees. 29, 30, 31, and

Leora, 2-5 mi. S. and 1 mi. E. of, 0.3 mi. NW. of Zlon Church, 60 ft. W. and 17 ft. N. of rd. fork W. , in concrete post; standard tablet

(Continued in Puxieo quadrangle; s

36 55 39-4

36 56 03.5 36 56 42.9

36 56 55.9 36 57 22.0 36 57 35-4

36 57 49-02

se line 3.)

89 59 59-7

89 59 58-7 89 59 55-0

89 59 54-8 89 59 53-6 89 59 53-2

89 59 57-69

(2,671)

2,4423,9961,320 2,638 1,358

1,428

4- FROM ADVANCE QUADRANGLE AT SEC. 11, T. 27 N., R. 10 E., SOUTH TO ZADOCK, THENCE NORTHEAST INTO ADVANCE QUADRANGLE AT SEC. 9, T. 27 N., R. 11 E. (by J. M. Lawson in 1931)

(Continued from Advance quadrangle; see line 7>

St. Louis-San Francisco Ry. (now abandoned) at

Aquilla, 3.5 mi. N. of, along State Highway 2<y, near quarter cor. between sees. 7 an(i 8, T. 27 N., R. 11 E., 162 ft. W. of highway, 27 ft. S. of rd. W., 17 ft. S. of rd. E., 60 ft. NW. of NW. corner of old schoolhouse, in concrete post; standard tablet stamped "T T 29 L 1931" -

(Continued in Advance quadrangle;

36 59 53-9 36 59 19.19 36 59 26.8 56 59 53-0 36 59 41.3 36- 59 55-8

36 59 51.03 36 59 49-4 36 59 52.4

see line 7. )

89 56 12.9 89 56 07.3489 55 40.2 89 55 23.4 89 54 50.3 89 54 06.3

89 53 36.57 89 53 02.8 89 52 31-5

(2,670) 3,539 2,337 1,497 2,817 3,857

2,469 2,750 2,557

5. FROM SEC. 7, T. 27 N. , R. 11 E., SOUTH ALONG STATE HIGHWAY 25 TO AQUILLA, THENCE EAST ALONG ST. LOUIS-SAN FRANCISCO RAILWAY INTO SIKESTON QUADRANGLE (by J. M. Lawson in 1931)

T. 27 N., R. 11 E. , cor. sees. 7, 8, 17, and 18,


T. 27 N., R.- 11 E., cor. sees. 19, 20, 29, and


Zeta, 240 ft. N. of R.R. depot, 50 ft. W. of St. Louis Southwestern Ry. track, 100 ft. N. 20° W. of crossing of St. Louis-San Francisco Ry. , in concrete post; standard tablet stamped "T T 30 L 1931" -

R.R. at rd. crossing, on line between sees. 21

Durnell, 273 ft > E - of St. Louis-San Francisco Ry. sta. sign, 49 ft. N. and 30 ft. E. of R.R. at rd. N., 9 ft. E. of fence corner, in concrete post; standard tablet stamped "T T 31 L 1931"

Drainage ditch 34, center of trestle over -------

36 59 51-03

36 59 25.4

36 5§ 59-1 36 58 24.9

36 57 41-1 36 57 28.0 36 57 27.0 36 57 13-19 36 57 05.1 36 57 01.4 36 57 03.0

36 57 19.82

36 57 44.7 56 57 50.9 36 57 54-6 36 56 02.0

36 58 06.78 36 58 13.3 36 58 19.1 36 58 24.8

89 53 36.57

89 53 35.2

89 53 36.3 89 53 37.389 53 39-2§9 55 55-789 54 11.7 89 54 20. 4o89 54 08.5 89 53 10.7 89 52 25.0

89 52 05.03

89 51 ia. 5 89 50 58.689 50 27.889 49 26.0

89 48 50.55 89 47 51-6 89 47 03.189 46 15.2

2,588

2,658 3,470^ {tf1 1,8851,304 1,570 1,265 4,709 3,709

2,345

3,164 3,532 2,534 5,071

2, §32 4,819 3,975 3,927


Station

Hinunel, 170 ft. W. of St. Louis-San Francisco Ry. sta. sign, 130 ft. E. of drainage ditch, 8l ft. E. and k7 ft. S. of R.R. at rd. cross ing, in concrete post; standard tablet stamped

Latitude

0 | II

Longitude

0 ( II

89 k5 08.30

Distance

Feet

5483

(Continued in Slkeston quadrangle; see line 9-)

6. PROM BLOOMFIELD EAST TO SEC. 23, T. 26 N., R. 11 E. (by J. M. Lawson in 193D

Bloomfleld, 2 ml. E. of, along Hale Road, in NW 1/k sec. 20, T. 26 N., R. 11 E. , 26 ft. E. arid 36 ft. S. of center of bridge over creek, 10 ft. W. and 36 ft. S. of T-rd. N., 16 ft. S. of fence corner, in concrete post; standard

T. 26 N., R. 11 E., cor. sees. 16, 17, 20, and

T. 26 N., R. 11 E., quarter cor. between sees. l6

T. 26 N., R. 11 E., cor. sees. 15, 16, 21, and

Idalia trlangulation sta.; U.S.C. & G.S. standardUlBK. a tampoU lUnllu

36 53 pk.2l 36 53 4§.5 36 54 00.9 36 54 oo.o 36 53 57-9 36 54 01.6 36 53 48-4

36 53 21.83

36 53 23.2

36 53 23.8

36 53 24.5 36 53 11.6

36 53 2145

7. PROM SEC. 26, T. 26 N., R. 10 E., SOUTHEAST TO SEC. 3! R. 11 E., THENCE WEST INTO PUXICO QUADRANGLE AT SEC. R. 10 E. (by J. M. Lawson in 1931.)

Poor triangul'atlon sta. (previously described)

Triangular-blazed tree in triangle at rd. forkqm _« _

Dexter, 1-5 ml. E. and 2.5 ml. N. of, near quarter cor. between sees. 1 and 12, T. 25 N., R. 10 E., 35 ft. S. and 10 ft. W. of T-rd. N., 18 ft. S. of fence corner, in concrete post;

St. Louis Southwestern Ry. main track at rd.

T. 25 N., R. 11 E., cor. sees. 5, 6, 7, and 8,

T. 25 N., R. 11 E., cor. sees. 7, 8, 17, and 18,

Dexter, 3 ml. E. and 0.8 mi. N. of, 0.3 ml. N. of cor. sees. 17, 18, 19, and 20, T. 25 N., R. 11 E., 53 ft. S. and 31 ft. W. of Missouri Pacific R.R. at rd. c'rosslng, 16 ft. W. of fence corner, In concrete post; standard tablet

T. 25 N., R. 11 E., cor. sees. 19, 20, 29, and

T. 25 N., R. 11 E. , eor. secsT 29, 30, 31, and

U.S.C.E. B.M. ; iron post stamped "0SCE Q 6 C I3k» ----_ -

Tps. 24 and 25 N., Rs. 10 and 11 E., cor. of,

T. 25 N., R. 10 E. , S. cor. sees. 35 and -36,

T. 25 N., R. 10 E., S. cor. sees. 3k and 35, rd.

U.S.C.E. B.M.; Iron post stamped "USCE Q 6 C

Rd. fork NW. , r

T T 36 L 1931 (In Puxieo quadrangle; see line k.)

36 51 53-69 36 51 39.1 36 51 26.1 36 50 59.9

36 50 23.0

36 k9 5240

36 k9 524 36 49 52.8

36 49 51-9

36 k8 59.8

36 k8 23.78

36 k7 15.1

36 k6 22.8

36 k5 30.99 36 k5 30.6

36 45 30.4

36 45 32.3 36 45 33-9

36 45 34-3

36 k5 3547 36 45 36.2 36 k5 30.7 36 45 25.1 36 k5 25.90

89 55 44.66 §9 55 38-5 89 55 2k. 2 §9 54 51.5 89 54 25.5 89 53 56-9 89 53 31.2

89 53 31.82

89 52 1*2.8

89 52 10.6

89 51 38.1 89 51 l4.o

89 50 20.38

, T. 25 N., 5, T. 2k N.,

§9 55 5348 89 56 03.3 89 56 15.1 89 55 48-5

89 55 26.1

89 55 1941

89 55 O2.k 89 54 -25.8

89 53 48-3

89 53 50.0

89 53 51.31

89 53 52.6

89 53 53.989 53 55-71 89 54 30.1

89 55 004

89 56 06.7 89 56 53-1

89 57 05.9

89 57 5p.56 89 58 2k. 0 89 58 40.8 89 59 56.1 90 oo 12.99

4,506 1,709 2,666 2,119 2,558 2475

2,688

3,983

2,626

2,6kO 2,356

4,468

1,676 1,631 3,348

4,255

3,141

l,38l 2,979

3,044 5,276

3,641

6,951

5,282

5,2k6 2,802

2,k60

5,402 3,776

1,0433,637 2,722 1,473 6,156 1,375


Station

8. FROM SEC. 31, T. 25 N., R. 11 E., EAST AN AT SEC. 2, T. 2(4. N., R. 11 E. (by J. M.

T. 25 N., R. 11 E., S. cor. sees. 32 and 33, rd.

T. 25 N., R. 11 E., S. cor. sees. 33 and 314., T-rd. N., 203 ft. W. of T-rd. S. at N. cor.

Frisco, 1 ml. E. of, [4.7 ft. W. and 22 ft. N. of T-rd. N. at S. cor. sees. 35 and 35, T. 25 N., R. 11 E., 28U ft. W. of T-rd. S. at N. cor. sees. 2 and 3, T. 21; N., R. 11 E. , 26 ft. W. of fence corner, In concrete post; standard

(Continued In Maiden quadrangle; a

Latitude

O | II

D SOUTH INTO Laws on In 19

36 55 30.99

56 1;5 30.9

36 14.5 31.6

36 55 32.96

ee line 2.)

Longitude

MALDEN QUADRA3D

89 53 55-71

89 52 504

89 51 1*5-14.

89 50 14.0.78

Distance

Feet VOLE

5.327

5,290

5.255

9. FROM SIKESTON QUADRANGLE WEST ALONG MISSOURI PACIFIC RAILROAD TO HUNTERVILLE, THENCE SOUTH ALONG ROADS INTO MALDEN QUADRANGLE AT SEC. 6, T. 21). N., R. 12 E. (by D. R. Cabanlss In 1931)

(Continued from Slkeston 'quadrangle; see line 5.)

Grayridge, 0.8 ml. E. of, along U.S. Highway 60, In NW 1/1; sec. 9, T. 25 N., R. 12 E. , 35 ft. S. of highway, 55 ft. E. of property line, In concrete post; standard tablet stamped "T T 1 C 1931" - - - - -

Drainage ditch, center of bridge over, on line between sees. 7 and 8, T. 2<j N., R. 12 E.

Huntervllle, I;} ft. E. and 59 ft. N. of Missouri Pacific R;R. at public rd. crossing, In concrete post; standard tablet stamped "T T2 ri i QTT n

T. 25 N., R. 11 E., E. cor. sees. 13 and 21;, T-rd. W., 355 ft. N. of T-rd. E. at W. cor.

T v»H T?

Huntervllle, 2.3 ml. S. of, 30 ft. E. and 25 ft. S. of T-rd. E. at W. cor. sees. 19 and 30, T. 25 N., R. 12. E., In concrete post; standard

T. 25 N., R. 11 E. , E. cor. sees. 25 and 3'6>

Tps. 21; and 25 N., Rs. 11 and 12 E. , cor. of,

(Continued In Maiden quadrangle; s

36 59 52.0

36 59 35-52 36 59 324 36 59 28.1

36 59 23.2

36 k? 1^.3236 5° 52.0

36 k8 ik'.k 36 57 kk.O

36 57 18.00

36 56 28.7

36 55 35.7

ee line 1. )

89 14.5 22.1

89 1).6 07.58 89 k6 2k4 89 56 56.0

89 57 26.9

89 58 26.83 89 58 27.6

89 58 28.5 89 58 28.6

89 14.8 28.98

89 1;8 30.0

89 58 30.6

(3,270)

3.773 1,388 2,602

2,561

5,955 2,260

3,805 3,069

2,628

5,990

5,356

10. FROM HUNTERVILLE NORTH AND WEST TO SEC. 23, T. 26 N., R. 11 E. (by W. C. Elledge In. 1931)

T. 25 N., Rs. 11 and 12 E. , cor. sees. 1, 6, 7,


T. 26 N., R. 11 E., E. cor. sees. 25 and 36,

T. 26 N., Rs. 11 and 12 E. , near quarter cor. between sees. 25 and 30, 25 ft. S. and 22 ft. E. of. T-rd. E. , 9 ft. S. and 2 ft. W. of fence corner, In concrete post; standard tablet

T. 26 N., R. 11 E., E. cor. sees. 21; and 25, T-rd. W.

T. 26 N., R. 12 E., W. cor. sees. 18 and 19, rd.

T-rd. S. -

Drainage ditch, center of St. Louis Southwestern

Idalla trlangulatlon sta. (previously described) -

36 59 lk. 32

36 50 oo.i36 50 52.8

36 51 14.5.7

36 52 08.28

36 52 38.5

36 53 27.6 36 55 11.0 36 55 07436 53 33-2 36 53 00.7 36 53 2145

89 lj.8 26.83

89 1).8 26.6

89 14.8 25.2

89 14.8 214.. 6

89.14.8 214.. 29

89 58 2U- 1

89 58 23.5 89 58 22.9 89 1;9 25.6

89 59 21.9 89 50 oo.i 89 50 20.38

5,629

5,330

5,350

2,282

3,060

5,960 5,380 5,109

3469 1,527 2,650

Magnetic declination In 1931, 5°E.


MALDEN QUADRANGLE (Latitude 36°30' -36 <»U5 I ; longitude 89°45' -90?00' )

Dunklin, New Madrid, and Stoddard Counties

RIOE

MALGO

RUE S

V *-»-

I MAULSBY

CN

.

[,_,V

1. FROM BLOOMPIELD QUADRANGLE AT SEC. 6, T. 2l\. N., R. 12 E., SOUTH TO MAULSBY, THENCE NORTHEAST ALONG ST. LOUIS-SAN FRANCISCO RAILWAY INTO NEW MADRID QUADRANGLE (by D. R. Cabanlss In 193!)

(Continued from Bloomfleld quadrangle; see line 9-)

Station

U.S.C.E. B.M. Iron post stamped "U S C 114" T. 24 N., R. 11 E., E. cor. sees. 12 and 13,

T-rd. W., 6l8 ft. N. of T-rd. E. at W. cor.

T. 24 N., R. 11 E., E. cor. sees. 13 and 24, T-rd. W., 502 ft. N. of T-rd. E. at W. cor.

T. 24 N., R. 11 E., E. cor. sees. 24 and 25, 25 ' ft. N. and 20 ft. W. from T-rd. W., in concrete post; standard tablet stamped "T T 4 C 1931"

T. 24 N., R. 11 E., E. cor. sees. 25 and 36, T-rd. W., 180 ft. N. of T-rd. E. at W. cor.

Tps. 23 and 24 N. , Rs. 11; and 12 E. , cor. of,

T. 23 N., R. 11 E., E. cor. sees. 1 and 12, T-rd. W., 206 ft. N. of T-rd. E. at W. eor. sees. 6 and 7, T. 23 N., R. 12 E. .

Maulsby, 85 ft. N. and 55 ft. E. from St. Louis- San Francisco Ry. at rd. crossing, In concrete post; standard tablet stamped "T T 5 C 1931"

R.R. at rd. crossing on line between sees. 6 and

R.R. at abandoned rd. crossing on line between sees. 5 and 32, Tps. 23 and 24 N., R. 12 E.

La Valle, at sta. , 4,5 ft. S. of track, In concrete post; standard tablet stamped "T T

R.R. at rd. crossing on line between sees. 28 andZZ T 3)i W T3 TOT?

(Continued In New Madrid quadrangl

Latitude

a i n

36 1& 1^3.27

36 43 49.8

36 42 56.7

36 42 04.92

36 41 11.9

36 4o la. 8

36 39 26.3

36 38 48.80

36 39 25. 9 36 39 38.7

36 40 16.0

36 40 32.23

36 4i 07.6 36 41 27.9

e; see .line 1

Longitude

o i n

89 48 31.21

89 48 31-7

89 48 32.5

89 48 33-33

89 48 34.0

89 48 34-9

89 48 3.5-5

89 48 35-22

89 47 48-5 89 47 29-1

89 46 40.4

89 46 18.29

89 45 32.8 89 45 06.3

.)

Distance

Feet (5.300)

5,410

5.365

5,239

5.365

5,370

5,304

3,795

5,200 2,182

5,14-73

2,1440

5,153 2,974

2. FROM BLOOMFIELD QUADRANGLE AT SEC. 2, T. 24 N., R. 11 E., EAST TO SEC. 6, T. 24 N., R. 12 E. (by J. M. Lawson In 1931)

(Continued from Bloomfleld quadrangle; see line 8.)

T. 24 N. T-rd.

T. 24 N.

use 114

, R. 11 E.,E, R. 11 E.,

cor. sees.

cor. sees.

2,

1,

3,2,

10,

11,

and 11,

and 12,36 4436 4436 44

?rj Q

37443.27

89 5089 14.9

zB C.

35-3 31.21

(5,583)

5,1435,252

Magnetic declination In 1930, 5°E.


VALLEY RIDGE QUADRANGLE (Latitude 36030' -^6°k5' ; longitude 90°00'-90°15')

Butler, Dunklln, and Stoddard Counties

I3Y X

1. PROM PUXICO QUADRANGLE AT SEC. 5, T. 2l± N., R. 10 E., SOUTH TO SEC. 17, T. 214. N., R. 10 E. (by J. M. Lawson in 1931)

(Continued from Puxlcb quadrangle; see line I)..)

Station

T. 24 N., R. 10 E., cor.

Rd. at fence and timber T. 2k N., R. 10 E., cor.

Boyd triangulation sta.;

sees. 5, 6, 7» an<l 8,

sees. 7, 8, 17, and 18,

U.S.C. & G.S. standard

Latitude

36 {4 59-2 56 14 06.9

36 tt-3 53-9

36 l;3 11.62

Long! tude

90 oo 30.1 90 oo 31. U90 oo 31.7 90 oo 28.83

Distance

Feet

(3,035) 5,29^

1,317

4,278

Magnetic declination in 1931, 5°15'E.


PUXICO QUADRANGLE (Latitude 36°45'-37°00'; longitude 90°00'-90°15')

Butler, Stoddard, and Wayne Counties

V R a E / \R9 E

1T27N

1. PROM ZALMA QUADRANGLE SOUTHWEST ALONG ST. LOUIS-SAN FRANCISCO RAILWAY INTO POPLAR BLUFF QUADRANGLE (by C. R. Fisher In 1924)


Station

Puxloo, In SW. corner of park, 100 ft. S. of St. Louis-San Francisco Ry.; iron post stamped

Mlngo, 100 ft. S. of St. Louis-San Francisco Ry. sta., 53 ft. S. of track, 25 ft. W. of public rd.; Iron post stamped "Prim Trav Sta No 14 F

Fence corner on line between sees. 3! an<i 3&»T. 27 N., Rs. 7 and 8 E.

Latitude

o i n

36 59 38.636 59 01.336 58 14.3.8

36 57 00.2956 5& ^5-5 36 56 lj.i.036 56 26.14.

36 56 13.1036 56 12.236 56 12-5

36 55 59.0

Longitude

o i n 90 06 50.3

90 07 30.390 08 25.790 09 02.5

90 09 31.0590 10 08.790 11 14.490 11 14.74

90 ll 594690 12 29.690 13 2li.. 6

90 14 16.14.

Distance

Feet (2,750)W3152,1095.2l»25.107

4,3063*025.3513,069

T £eQ

2,144744704415

(Continued In Poplar Bluff quadrangle; see line 1.)

FROM ZALMA QUADRANGLE AT SEC. 7, T. 27 N., R. 8 E., SOUTHWEST INTOPOPLAR BLUFF QUADRANGLE AT SEC. 24, T. 27 N., R. 7 E. (by J. L. Sanders In 1926)


Junction of lane E. at mall box of Albert Ray

Wappapello, 3.5 mi. N. of, on Zalma-Wappapello wagon rd., in NE. corner of Union Hill schoolyard, 48 ft. W. of rd., in concrete post; standard tablet stamped "P T Sta No 64 S 1926"-

36 59 57-936 59 52-9

: 56 52 15.736 58 37-6

36 58 25.28

90 15 48.290 14 35.0 90 14 51.190 14 43-5

90 14 57.62

(3,280)4,550 2,3393,711

1,699

(Continued in Poplar Bluff quadrangle; see line 2.)

FROM BLOOMFIELD QUADRANGLE AT SEC. 20, T. 26 N., R. 10 E., NORTH TO SEC. 7, T. 27 N., R. 10 E., THENCE WEST INTO ZALMA QUADRANGLE AT SEC. 10, T. 27 N., R. 9 E. (by J. M. Lawson In 1931)

(Continued from Bloomfleld quadrangle; see line 2.)

Bloomfleld, 4 i- w- an<i °-5 mi- s - °f» about 0.2 mi. N. of cor. sees. 19, 20, 29, and 30, T. 26 N., R. 10 E., 99 ft. S. and 22 ft. E. of T-rd. E., 22 ft. N. and 3 ft. E. of lone hickory tree, in concrete post; standard tablet stamped "T T 23 L 1931" 36 52 484i 90 oo 08.68


Station

T. 26 N., R. 10 E., cor. sees. 17, 18, 19, and

St. Louis-San Francisco Ry. (now abandoned) at

Lick Creek drainage ditch, center of bridge over- T. 26 N., R. 10 E. , quarter cor. between sees. 7

and 8, T-rd. W. Alhambra Church, about 300 ft. SE. of, 144. ft. E.

and 17 ft. S. of crossroads at cor. sees. 5> 6, 7, and 8, T. 26 N. , R. 10 E. , 69 ft. E. of E. end of dwelling, in concrete post; standard

Latitude

36.53 28.6

36 53 5k.o36 54 12.2

36 5k 47-1

36 55 13.11

Longitude

0 | 11

90 oo 06.8

90 oo 05.3 90 oo ok- 3

90 oo 02.7

90 oo 00.50

Distance

Feet

4,074

2,566 1,852

5,534

2,623

(For balance in Bloomfield quadfan

T. 27 N., R. 9 E., E. cor. sees. 2k and 25, T-rd. W. , 7 ft. S. and 2 ft. E. of T-rd. E. at W. cor. sees. 19 and 30, T. 27 N., R. 10 E.-

T. 27 N., R. 9 E., E. cor. sees. 13 and 21;, T-rd. W. , 80 ft. S. of T-rd. E. at W. cor. sees. 18

Leora, 0.5 mi. S. of, 28 ft. W. and 5 ft. N. of T-rd. E. at W. cor. sees. 7 and 18, T. 27 N. , R. 10 E., 108 ft. N. and 2k ft. W. of T-rd. W. at E. cor. sees. 12 and 13, T. 27 N. , R. 9 E. , in concrete post; standard tablet stampedrt m m o £ T "I O z 1 H

T. 27 N., R. 9 E., cor. sees. 11, 12, 13, and Ik,

T. 27 N., R. 9 E «» quarter cor. between sees. 11

T. 27 N., R. 9 E., cor. sees. 10, 11, Ik, and 15,

Leora, 0-5 ml. S. and 2-5 ml. W. of, 0.2 mi. W. of Pagan School, k6 ft. N. and 16 ft. E. of T-rd. N. at quarter cor. between sees. 10 and 15, T. 27 N., R. 9 E., 26 ft. N. of fence corner, in concrete post; standard tablet

T. 27 M., R. 9 E. , cor. sees. 9, 10, 15, and'-l6,

(Continued In Zalma quadrangle; se

36 55 13.11

gle, see line

56 57 49-6 36 58 l6.li

36 58 42.1

36 59 35-51

36 59 35-8

56 59 56.5

56 59 57-2

36 59 38.32

36 59 58.5

e line 5.)

90 oo 00.503.)

90 01 09.6 90 01 08.8

90 01 08.00

90 01 06.8390 02 13.5

90 02 k6.5

90 03 19.6

90 03 52:14.7

90 ok 25.8

2,623

(5,836) 2,715

2,600

5,409

5,4io

2,675

2,686

2,671

2,704

k. FROM SEC. 20,' T. 26 II., R. 10 E., SOUTH INTO VALLEY RIDGE QUADRANGLE AT SEC. 5, T. 2l\. N., R. 10 E. (by J. M. Lawson in 1931)


T. 26 N., R. 10 E., quarter cor. between sees. Jl

T. 26 N., R. 10 E., S. cor. sees. 31 and 32,


T. 25 N., R. 10 E., cor. sees. 5,. 6, 7, and- 8,

Dexter, 2.5 ml. W. and 2 mi. N. of, 0-3 mi. S. of cor. sees. 5, 6, 7, and 8, T. 25 N., R. 10 E., 35 ft. E. and 5 ft. N. of T-rd. W. through gate, in concrete post; standard tablet

T-rd W - ----- _ -- _ --

Dexter, 2.5 ml. W. of, along Missouri Pacific R.R., In SW lA sec. 20, T. 25 N., R. 10 E., k9 ft. S. and 29 ft. W. of R.R. at rd. cross ing, \k ft. W. of fence corner, .in concrete post; standard tablet stamped "T T 35 L 1931"

Dexter, 3 mi. W. and 2.7 mi. S. of, in NW l/k sec. 5, T. 2k N., R. 10 E. , 58 ft. N. and 21 ft. W. of crossroads, in concrete post;

(Continued in Valley Ridge quadran

36 52 kS.ki

36 52 10.3 36 51 34.0

36 51 17-9

'36.50 51.8

56 50 25-4

36 49 59-1

36 k9 45-01 36 kg 19.8 36 kg 27-4 36 48 i4-i

36 ki 56.2636 kl 14.9 36 46 38.6 36 46 03.6

36 k5 25.90

gle; see line

90 00 08.68

90 oo 11.0 90 oo 12.590 oo 13.0 90 oo 13.6 90 oo 18.2 90 oo 19.2

90 00 19- kl 90 00 21.090 oo 23.6 90 oo 07.7

90 oo 08.97 90 oo 09.7 90 oo 10.6 90 oo 11.7

90 oo 12.991.)

3,8603,672 1,623 2,643 2,692 2,658

1,427 2,5515,302 1,861

3,825 2,156 3,659 3,548

3,810

PART 1, SOUTHEASTERN MISSOURI, 39

Station

5. PROM PUXICO EAST TO SEC. 29, T. 27 N. , R. T. 26 N., R. 9 E., THENCE EAST TO SEC. J. M. Lawson in 1931)

Prim Trav Sta No 1J F 192)4. Mo 370 (previously

T. 27 N.,.R. 8 E., cor. sees. 25, 26, 35, and 36,

T. 27 N., Rs. 8 and 9 E., cor. sees. 25, JO, 31,

Puxico, 2.5 mi. E. of, 57 ft. N. and 21 ft. W. of crossroads at cor. sees. 29, 30, 31, an<i 32, T. 27 N., R. 9 E., 14 ft. N. of fence corner, in concrete post; standard tablet stamped "T Tia L 1931" --

T. 27 N., R. 9 E., S. cor. sees. 31 and 32, T-rd. ,'N,

T. 26 N., R. 9 E. , quarter cor. between sees. 5

Puxico, 3 mi. E. and 2.8 mi. S. of, in NE 1/4 SW 1/4 sec. 8, T. 26 N., R. 9 E., 20 ft. W. and 91 ft. S. of crossroads, 63 ft. S. of fence corner, In concrete post; standard tablet



T. 26 N., R. 9 E. , cor. sees. 17, 18, 19, and 20,

Aid, 4 mi. W. of, 23 ft. E. and 22 ft. S. of crossroads at cor. sees. 19, 20, 29, and 304 T. 26 N., R. -9 E., 4 ft. SE. of fence, corner, in concrete post; standard tablet stamped "T T 10 L 1931"

T. 26 N., R. 9 E., cor. sees. 20, 21, 28, and 29,

Aid, 1 ml. W. of, 29 ft. N. and 23 ft. E. of crossroads at cor. sees. 22, 23, 26, and 27, T. 26 N., R. 9 E., 11 ft. .NE. of fence corner, In concrete post; standard tablet stamped

T. 26 N., R. 9 E., E. cor. sees. 21). and 25, T-rd. W., 48 ft. S. of T-rd. E. at W. cor. sees. 19

Latitude

o t n

S E., THENCE 19, T. 26 N.,

36 57 00.29

36 56 57-6

36 56 57-8

36 56 59.0736 56 05.1 36 55 294

36 55 16.4 36 54 50.2

36 5!). 4ot87

36 514. 24.2

36 53 58.1

36 53 31.8

36 52 39-22

36 52 38.7 36 52 38.0

36 52 37.39 36 52 36.4

36 52 35.9 36 52 48.41

Longitude

V i n

SOUTH TO SEC R. 10 E. (by

90 09 31.05

90 09 02.8

90 07 48.1

90 06 42.17

90 06 43-190 06 47-3

90 06 13.7 90 06 l4-3

90 06 14-79

90 06 15.0

90 06 48.9

90 06 49-7

90 06 51.20

90 05 46.090 04 40.0

90 03 Ik. 35 90 02 28.8

90 01 22.290 oo 08.68

Distance

Feet

29,

2,306

6,072

5,355

5,453 3,631

3,032 2,650

937

1,680

3,8l6

2,659

5,321

5,297 5,359

5,336 5,325

5A15 6,104

6. PROM SEC. 29, T. 26 N., R. 9 E., SOUTH TO SEC. 4, T. 24 N. , R. 9 E. , . THENCE EAST TO SEC. 5, T. 2l+. N., R. 10 E. (by J. M. Lawson in 1931)

T. 26 N., R. 9 E., cor. sees. 29, 30, 31, and 32,

T. 26 N., R. 9 E., S. cor. sees. 31 and 32, rd. corner from N.-E., 3liO ft. W. of T-rd. S. at N. eor. sees. 5 and 6, T. 25 N., R. 9 E.,

Dudley, 3 mi. N. and 1.2 ml. W. of, 58 ft. N. and 18 ft. W. of crossroads at cor. sees. 5, 6, 7, and 8, T. 25 N., R. 9 E., 3!). ft. N. of fence corner, In concrete post; standard tablet

T. 25 N., R. 9 E., cor. sees. 7, 8, 17, and 18,

T. 25 N., R. 9 E., cor. sees. 8, 9, 16, and 17,

T. 25 N., R. 9 E., cor. sees. l6, 17, 20, and 21, T-rd. N.

Dudley, 1 ml. N. of, 0.2 mi. E. of eor. sees. 16, 17, 20, and 21, T. 25 N., R. 9 E., 116 ft. W. and 21 ft. N. of triangle at rd. fork S., 35 ft. W. of fence corner, in concrete post;

T. 21; N., R. 9 E., N. cor. sees. 4 and 5, rd.

Dudley, 2.3' mi. S. and 0.3 ml. W. of, 22 ft. W. and 25 ft. S. of T-rd. N. at quarter cor. between sees. 4 and 5,.T. 24 11., R. 9 E., 6 ft. S. of fence corner, in concrete post; standard tablet atamtied "T T )i7 T, 1Q31" _:

36 52 39.22

36 51 46.8

36 50 53.5

36 50 03.68

36 14.9 10.8

?6 49 11-7

36 48 19-3

36 48 19.08

36 4° jC-o

36 45 42.3

*6 lie ix Ao

90 06 51.20

90 06 53.6

90 06 56.2

90 06 53. .63

90 06 55.0

90 05 48-. 8

90 05 50.6

90 05 35.07 90 05 37.64 90 05 37.6

90 05 54.8

on nA m ^n

5,308

5,392

5,036

5,3V7 5,386

5,298

1,266 "6,007 4,566

5A66

3 OOf.

4o TRANSIT TRAVERSE IN MISSOURI

Station

T. 21; N., R. 9 E.» quarter cor. between sees. 3


Dudley, 2.5 ml. S. and 3 ml. E. of, 19 ft. S. and 80 ft. E. of T-rd. S. at quarter cor. between sees. 1 and 2, T. 24 N., R. 9 E., 35 ft. E. of fence corner, In concrete post; standard tablet stamped "T T 48 L 1931"

T. 24 N., Rs. 9 -and 10 E., quarter cor. between

Latitude

36 45 1^-5

36 45 14.0

36 14.5 13.16

36 45 12.7 36 45 26. s 36 45 25.6 36 14.5 25.90

Longitude

. ot n

90 014. 54-3

90 03 14.8.1

90 02 14.1.25

90 01 354 90 01 ?4-9 90 00 45-5 90 oo 12.99

Distance

Feet

5.W5

5.391

5.1&0

5.363 1,397 4,025 2,642

PROM SEC. 4, T. 24 N., R. 9 E., WEST TO THENCE NORTH TO SEC. 28, T. 26 N., R. T. 26 N., R. 9 E. (by J. M. Lawson In

SEC. 27,. T. 25 N., R. 8 E., 8 E.. THENCE EAST TO SEC. 29, 1931)

S

T. 21). N. , R. 9 E «» quarter cor. between sees. 5

T. 214. N., Rs. 8 and 9 E. , quarter COT', between

Tps. 214. and 25 N., R. 8 E. , near quarter cor. between sees. 1 and 36, 359 ft. E. and 12 ft. N. from center of bridge over drainage ditch, 65 ft. NW. of crossroads, on W. side of triangle at rd. forks, In concrete post;

T. 214. N., R. 8 E., N. cor. sees. 2 and 3, T-rd.

Flsk, 1 ml. E. of, along U.S. Highway 60, 71 ft. E. and 66 ft. N. of highway at crossroad, 2 ft. S. of fence, In concrete post; standard tablet

T. 25 N., R. 8 E., cor. sees. 15, l6, 21, and 22,

T. 25 N., R. 8 E., sees. 9 and 10, 50 ft. W. end 17 ft. S. of crossroads at quarter cor. between, in concrete post; standard tablet stamped "14 M 1931" :

T. 25 N., R. 8 E., cor. sees. 3, !(., 9, and 10,

T. 25 N., R. 8 E., N. cor. sees. J and 4, T-rd.S

T. 26 N., R. 8 E., cor. sees. 27, 28, 33, and 314.,

T. 26 N., R. 8 E. , in NE. cor. see. 28, 53 ft. W. and 18 ft. S. of crossroads, 30 ft. W. and 2 ft. S. of fence corner, in concrete post;

T. 26 N., R. 8 E., cor. sees. 22, 23, 26, and 27,

T. 26 N., R. 8 E., cor. sees. 23, 24, 25, and 26,

T. 26 N., R. 8 E., E. cor. sees. 24 and 25, T-rd. W. , 185 ft. S. of T-rd. E. at W. cor.

36 45 13.89

36 14.5 ilj.. 2 36 45 !U

36 45 154

36 45 40.85 36- 45 41.2 36 45 4i.8

36 45 42.2 36 45 42.6 36 4° 21.6

36 46 58.73 36 47 26.6 36 48 19.1

36 48 19.0 36 49 16.8 '

36 49 37-7

36 50 04.1

36 50 55-2

36 51 48.2

36 52 40.43

36 52 39-9

36 52 38.8

36 52 36.6 36 52 3,9.22

90 06 01.70

90 07 08.4 90 07 40.6

90 08 09.2

90 08 50.79 90 09 23.4 90 09 58.2

90 10 21.0 90 10 52.7 90 10 53-5

90 11 09.27 90 11 09.6 90 11 09.090 11 26.090 11 25.3

90 11 25.8 90 11 24.8 90 11 24.3 90 11 19.1

90 11 19.21 90 10 13.0 90 09 06.9

90 08 00.6 90 06 51.20

5,4272,620

2,330

4,261 2,650 2,834

1,851 2,586 3,943

3,969 2,831 5,303

1,3.82 5,840

2,119

2,669

5,170

5,374

5,281

5,382

5,365

5,395 5,639

8. FROM POPLAR BLUFF QUADRANGLE EAST ALONG U.S. HIGHWAY 60 AND MISSOURI PACIFIC RAILROAD TO SEC. 27, T. 25 N., R. 8 E. (by D. R. Cabaniss in 193D ,

(Continued from Poplar Bluff quadrangle; see line 5.)

Ash Hill, 0.5 ml. W. of, along U.S. Highway 60, 35 ft. N. of highway at rd. S. to Broseley, 1 ft. S. of fence, in concrete post; standard

T. 25 N., R. 8 E., cor. sees. 29, 30, Jl, and 32,

U.S.C.E. B.M. ; iron post designated "P 6 1"

36 46 27.13 36 46 26.45 36 46 32.3

36 46 35.4 36 46 40.7 36 46 44-18

90 14 37-48 90 14 37-21. 90 14 00.2

90 13 39-U 90 13 04.7 90 12 33.87

(7.129) 72

3,071

1,716 2,676 2,529


Station Latitude

0 | 11

36 46 56.136 46 58.73

Longitude

90 11 09.27

Distance

Feet 6,079

960

9. PROM POPLAR BLUFF QUADRANGLE NORTHEAST ALONG ST. LOUIS-SAM FRANCISCO RAILWAY TO MINGO (by D. R. Cabaniss in 1931)


Dale, 0.4 ml. NE. of St. Louis-San Francisco Ry. sta., 45 ft. E. of N. end of R.R. bridge 182.2, 100 ft. SW. of dwelling, in concrete post;

Prim Trav Sta No 14 F 1924 Mo 345 (previously

36 52 35-5

36 53 08.30 36 53 33-7 36 53 51.5 36 5£ 13-2 36 54 37-9 36 55 p4.2 36 55 45-1

36 56 13.10

90 ik 14.7.9

90 Ik 17.7290 13 58.6 90 13 %.8 90 13 28.0 90 13 08.7 90 12 48.2 90 12 26.2

90 11 59.46

(3.592)

4,122 3,002 2,117 2,585 2,954 3.139 4.502

3,566

10. FROM SEC. 28, T. 26 N. f R. 8 E., NORTHWEST TO SEC. 5, T. 26 N., R. 8 E. (by D. R. Cabaniss in 1931)

T. 26 N., R. 8 E. , quarter cor. between sees. 21and 22, T-rd. W.

T. 26 N., R. 8 E., cor. sees. 15, 16, 21, and 22,


Asherville, 0.8 ml. W. of, In SW lA see. 16, T. 26 N., R. 8 E., 514. ft. N. and 23 ft. W. of crossroads, in concrete post; standard tablet

T-rd. N.

R.R. at rd. crossing (previously described)

36 52 40.43

36 53 06.9

36 53 33-7 36 53 55-7

36 53 55.8

36 53 51.08 36 5k oo.o 36 5k 39-8 36 5l<- 524 36 55 ok.i 36 55 04.2

90 11 19.2190 11 18.4

90 11 l8.3 90 11 13.9

90 11 18.1

90 12 07.41 90 12 23-5 90 12 23.0 90 12 38.7 90 12 38.6 90 12 48-2

2,677

2,7Q5 2,254

345

4,050 1,5B5 4,030 1,807 1,180 774

Magnetic declination in 1931, 6°E.


ZALMA QUADRANGLE (Latitude 37°00'-37°15'; longitude 90°00'90°15')

Bolllnger, Stoddard, and Wayne Counties

R 8E x J R 8 E /

FROM ADVANCE QUADRANGLE SOUTHWEST ALONG ST. LOUIS-SAN FRANCISCO RAILWAY INTO PUXICO QUADRANGLE (by C. R. Fisher In 1921;)


Station

Sturdivant, 500 ft. W. of St. Louis-San Francisco Ry. sta., 50 ft. N. of track, at SW. corner of yard of J. M. Phelps; Iron post stamped "Prim Trav Sta No 10 F 1924 349" -- - -----

Eaglette, near St. Louis-San Francisco Ry. sta., 50 ft. S. of track, 2 ft. S. of right-of-way, 15 ft. W. of public rd.; iron post stamped

Kinder, in NW. corner of schoolyard, 50 ft. S. of St. Louis-San Francisco Ry. , 250 ft. S. of store, 150 ft. E. of post office; Iron post stamped "Prim Trav S.'ta No 12 F 1924 Mo 342"

(Continued in Puxico quadrangle; s

Latitude

o i n

37 02 59-69 37 02 45.5 37 02 22.8

37 02 04.20 37 01 4§.6 37 01 39-9 37 01 i4-0

37 00 56.19 37 00 31.7 37 00 11.8 37 00 00.1

ae line 1.)

Longitude

0 | II

90 oo 45.79 90 01 11.8 90 01 5541

90 02 29.69 90 03 00.590 OJ '17.290 04 06.6

90 04 39.50 90 05 30.590 06 14.090 06 30.0

Distance

Feet

(5,280) 2,548 '4,194

3,375 2,956 1,6104,787

3,217 4,821 4,060 1,758

2. FROM STURDIVANT NORTH TO GREENBRIER, THENCE NORTHWEST ALONG ST. LOUIS- SAN FRANCISCO RAILWAY TO ZALMA, THENCE WEST TO SEC. 8, T. 28 N., R. 8 E., THENCE SOUTH INTO PUXICO QUADRANGLE AT SEC. 7, T. 27 N., R. 8 E. (by J. L. Sanders In 1926)

Prim Trav Sta No 10 F 1924 349 (previously

T. 28 N., R. 9 E., cor. sees. 25, 26, 35, and 36,

T. 28 N., R. 9 E., cor. sees. 22, 23, 26, and 27,

T. 28 N., R. 9 E., cor. sees. 14, 15, 22, and 23,

Greenbrler, In sec. 11, T. 28 N., R. 9 E. , 51 ft. N. and 18 ft. W. of main public crossing of Zalma Branch of St. Louis-San Francisco Ry. , in SW. corner of concrete well-platform; standard tablet stamped "P T Sta No 57 S 1926"-

37 02 59.69

37 03 17.0

37 04 10.0

37 05 02.237 06 05.7

37 06 38.6837 06 51.7 37 07 20.837 07 55-9

90 00 45-79

90 oo 49.5

90 01 55.6

90 01 55.990 01 40.2

90 01 31.9790 02 33.7 90 03 00.490 03 13.3

1,784

7,573

5,2906,545

3,4065,172 3,6553,699


Station

Zalma, 720 ft. E. of post office, 82 ft. S. of SE. corner of St. Louis-San Francisco Ry. sta., 21 ft. S. and 18 ft. W. of public rd. crossing, In sandstone boulder; standard tablet stamped

Tps. 28 and 29 N., Rs. 8 and 9 E., cor. of, stone

Zalma, 3 mi. SW. of, in SW 1/k sec. 36, T. 29 N., R. 8 E., on top of hill, 1,200 ft. W. of Walker Chapel, 25 ft. S. and 66 ft. E. from dim crossroads, in sandstone boulder; standard

Flatwood School, 50 ft. S. and 50 ft. W. of cor. sees, k, 5, 8, and 9, T. 28 N., R. 8 E., 18 ft. E. of NE. corner of school, in SE. corner of concrete cistern curb; standard tablet stamped "P T Sta No 60 S 1926"

T. 28 N., R. 8 E., cor. sees,. 8, 9, 16, and 17,

Center of gate to front yard of W. 0. Peters

McGee, 180 ft. E. of post office, 0.2 mi. S. of center of see. 20, T. 28 N., R. 8 E. , 10 ft. N. and 15 ft. E. of T-rd. N., in fence corner, in concrete post; standard vablet stamped

Large, inclosed spring on farm 'of A. W. Robinson- McGee, 2.5 mi. S. of, on Zalma -Wappapello wagon

rd., near cor. sees, k, 5, 31, and 32, Tps. 27 and 28 N., R. 8 E.. 0.2 mi. N. of Bright Prospect Church, 280 ft. SE. of dwelling of Byron Decils, in fence corner, in concrete post; standard tablet stamped "P T Sta No 62s 1926" -

Fry School, 300 ft. NE. of, 5 ml. N. of Wappapello along Zalma-Poplar Bluff wagon rd., 250 ft. SW. of dwelling of Byron Crltes, at NE. corner of school grounds, 5 ft. N. of wire fence, in concrete post; standard tablet

Latitude

37 08 {4.1.05 37 08 £1.0 37 08 11.3 37 08 00.1

37 07 14.74

37 07 52.58 57 07 51-6 37 07 28.1 37 07 Ik. 7

.37 06 56.52 57 06 524

37 06 02.8 37 05 35.2 57 04 fo-8

57 ok 2746 57 Ok 09. g 37 03 14.3.9 37 02 56.1

37 02 30.55 37 01 k2.0 57 00 50.7

37 00 22.87

Long! tude

Of II

90 ok 31.32 90 ok fe.3 90 05 13.2 90 05 594

90 06 35.7

90 07 3749 90 08 274 90 09 14.9.6 90 10 23.2

90 11 10.26 90 11 19.0

90 11 09.5 90 11 31.7 90 11 1^2.6

90 11 k2.il90 12 01.0 90 12 lk.2 90 12 03.6

90 12 15.37 90 13 21. k 90 13 21.6

90 13 22.k6

Distance

Feet

7,800 889

5,908 3,912

3,203

5,025

6)069 5,027

2)550

5,091 3,529 5.271

2)550 2,832

2,718 7, .565 7,220

790

(Continued in Puxlco quadrangle; see line 2.)

FROM ZALMA NORTHWEST TO S1TZKE STORE, THENCE WEST ALONG STATE HIGHWAY 3k INTO GREENVILLE 'QUADRANGLE (by J. L. Sanders In 1926)

P T Sta No 58 S 1926 (previously described) Castor River, NW. end of bridge over * T-rd. N. Center of bridge - T. 29 N., R. 9 E., W. cor. sees. 18 and 19, pile

of stones near large gate Zalma, 3.5 mi. NW. of, in NE. cor. sec. 2k,

T. 29 N., R. 8 E., on farm of C. R. Wills, 30 ft. S. and 20 ft. E. of Junction of private rd., 10 ft. N. and 10 ft. E. of large gate, In concrete post; standard tablet stamped "P T Sta No 65 S 1926"

SW. corner of farm of Joe Bess Pond Creek, center of ford across Rd. forks Zalma, 7 mi. NW. of, along old Zalma-Frederick-

town rd., in sec. 15, T. 29 N., R. 8 E., 1,500 ft. NW. of Wm. Wither's house, at W. end of old field, 36 ft. N. of rd. forks, in concrete post; standard tablet stamped "P T Sta No 66 S 1926"

Blazed l6-in. white-oak tree S. of rd. Crossroads . - ------Buchanan, near center sec. 5, T. 29 N., R. 8 E.,

15 ft. SE. of post office, 20 ft. W. of rd., in concrete post; standard tablet stamped "P T Sta No 67 S 1926" :

T. 29 N., R. 8 E., N. quarter cor. sec. 5, stone at fence corner - -

37 08 kl.05 37 08 k9.3 57 09 k3.0 37 09 56.6

37 10 21.8

37 10 22.20 37 10 25.9 37 10 39-5 37 10 fe.g

37 11 08.3837 11 52437 12 07.8

37 12 38.8k

37 13 08.0

90 ok 31.32 90 ok 39. s 90 ok 39.890 05 07.7

90 06 35.0

90 06 kj.ko90 07 34.890 08 01.690 09 09.5

90 09 23.8090 10 20.890 10 3k. 0

90 11 3241

90 11 33.8

1,068 5423 2,6k7

7,507

, 8k7 U.019 2,566 5,507

2,8k7 6413 1,88^

5,67k

2,9k6


Station

Castor River, rd. forks near ford across Sltzke Store, 220 ft. S. of, 500 ft. E. of E.

end of State Highway 34 bridge over Castor River, at junction of highway and old Zalma- Fredeplcktown rd., In concrete post; standard

Highway at Bolllnger-Wayne county line, on line between sees. 25 and JO, T. 30 N., Rs. 7 and 81-1

T. JO N., R. 7 E., In NE 1/4 sec. 35, about 6 ml. E. of Clubb, 600 ft. E. of J. P. Ward's house, 300 ft. W. of State Highway 34 at Junction of rd., In E. end of N. wing wall of concrete culvert; standard tablet stamped "P T Sta No 69s 1926" -

Latitude

0 | II

37 13 38.9

37 14 14.7.93

37 14 Ul. 5 37 14 35-8

37 14 06.66

Longitude

0| It

90 11 50.5

90 12 06.57

90 13 09.290 i4 10.5

90 04 41.02

Distance

Feet 3,409

7,103

5,095 4,987

3,843

(Continued In Greenville quadrangle; see line 1.)

FROM SEC. 8, T. 28 N., R. 8 E., WEST INTO GREENVILLE QUADRANGLE AT SEC. 2, T. 28 N., R. 7 E. (by J. L. Sanders In 1926)

T-rd. N. ̂ "T _j q

T. 28 N., R. 7 E., E. cor. sees. 1 and 12, pile

T. 28 N., R. 7 E., 0.2' ml. E. of cor. sees. 1, 2, 11, and 12, 0.2 ml. S. of dwelling of Albert Stuarts, 130 ft. N. of T-rd. N., Inside of fence, In concrete post; standard tablet

37 <« 57-437 0'6 57.9->37 06 59.6

37 06 57.8

37 06 55.9337 06 54.837 07 07.9

90 11 10.2690 11 26.9

90 12 56.0

90 13 16.6

90 14 09.2890 14 26.390 14 26.0

l,?482,7604,454

4,2701,327

(Continued in Greenville quadrangle; see line 4-)

FROM PUXICO QUADRANGLE AT SEC. 10, T. 27 N., R. 9 E., NORTH TO KINDER (by J; M. Lawson in 1931)

(Continued from Puxloo quadrangle; see line 3.)

T. 27 N., R. 9 E -» c°r. sees. 3, 4, 9, and 10,


37 00 30.8 37 .00 46.5 37 oo 57.1

37 oo 56.19

90 ok 24.7 90 o4 24.4 90 04 24.290 04 39.50

(5,309) 1,586 1,074

1,247

6. FROM PUXICO QUADRANGLE AT SEC. 7, T. 27 N., R. 10 E., NORTHEAST INTO ADVANCE QUADRANGLE AT'SEC. 7, T. 27 N.j R. 10 E. (by J. M. Lawson In 1931)

T T 26 L 1931 (In Puxico quadrangle; see line 3. )

(Continued in Advance quadrangle;

36 59 35-51 37 00 00.8 37 00 07.9 37 00 27.5

see line 7-)

90 01 06.83 90 01 03.7 90 01 03.2 90 01 00.2

2,570 713

1,998

7. FROM McGEE EAST TO STURDIVANT (by W. C. Elledge In 1931)

P T Sta No 6l S 1926 (previously described)

T. 28 N., R. 8 E., In N 1/2 sec. 22, 25 ft. S. and 22 ft. E. of T-rd. S., 5 ft. S. and 2 ft. E. of fence corner, In concrete post; standard

Arab, near quarter cor. between sees. 24 and 25, T. 28 N. ,.R. 8 E., 390 ft. E. of rd., 50 ft. S. and 25 ft. W. of c,orner of fences N., S., and E. , In front of store, in concrete post; standard tablet stamped ?T.T 46 E 193!"

T. 28 N., R. 9 E., cor. sees. 19, 20, 29, and 30, T-rd. S.

37 04 27-46 37 04 45.7 37 04 44-4

37 ok 42.03 37 04 35.4 37 04 14.2

37 04 14.18 37 04 12.3

37 04 12.1

90 11 42.11 90 ll 08.6 90 09 47-5

90 09 23.46 90 08 17.1 90 07 39-6

90 07 08.90 90 05 52.090 05 11.0

3)283 6,575

1,960 5,419 3,716

2,486 6,231

5,525

PART 1, SOUTHEASTERN MISSOURI, 190J-19J7 45

Station

T. 28 N., R. 9 E., sees. 20, 21, 28, and 29, 18 ft. N. and 6j ft. E. of T-rd. N. at cor. of, 45 ft. E. and 1 ft. S. of fence corner, in concrete post; standard tablet stamped "T T 47

T. 28 N., R. 9 E., sees. 22, 23/26, and 27, l8 ft. S. end 12 ft. E. of crossroads at cor. of, 2 ft. S. and 2 ft. E. of^fence corner, in concrete post; standard tablet stamped "T T48 E 1931" - - - --

T. 28 N., R. 9 E., cor. sees. 23, 24, 25, and 26,

T. 28 N., R. 9 E., cor. sees. 25, 26, 35, and 56,

Prim Trav Sta No 10 F 1924 349 (previously-

Latitude

0 | II

37 ok 11.65 37 04 10.7

37 04 09.74

37 04 09.4 37 03 29.0

37 Oj 17.0

37 02 59.69

Longitude .

0 1 1!

90 04 04.71 90 03 12. J

90 01 55.7590 oo 49-8 90 oo 49-690 oo 49-5 90 oo 45.79

Distance

Feet

5,372

6,202

5,345 4,080

1,200

1,785

FROM SITZKE STORE EAST ALONG STATE HIGHWAY 34 INTO MARQUAND QUADRANGLE (by W. C. Elledge In 1931)

P T Sta No ^ 0 o

rd.1926 de rlbe 37

3714 4714 51

935

90 1290 10

06.57ofl T

(Continued In Marquand quadrangle; see line 1)..)

FROM MARQUAND QUADRANGLE AT SEC. 22, T. 30 N., R. 9 E., SOUTH TO ZALMA (by W. C. Elledge In 1931)

(Continued from Marquand quadrangle; see line 5-)

T. 30 N., R. 9 E., In HW 1/1). sec. 27, 210 ft. S. of rd. fork W., 200 ft. SE. of rd. at crossing of Cane Creek, E. of rd., 2 ft. NE. of fence corner, In concrete post; standard tablet

Hahn, 0.3 ml. N. of, In NE i/k sec. 5, T. 29 N., R. 9 E., 21 ft. N. and 18 ft. W. of T-rd. E. , 33 ft. N. of old rd. W. , 2 ft. E. of fence, in concrete post; standard tablet stamped "T T 51 E 1931!'

Zalma, J,l ml. N. of ,~ near center of N 1/2 sec. 17, T. 29 N., R. 9 E. , 48 ft. S. and JO ft. E. of T-rd. E., 1 ft. W. of fence,: In concrete post; standard tablet stamped "T T 52 E 19Jl n -

P T Sta Ho 58 S 1926 (previously described)

37 14 10.1937 ll). OJ.637 15 09.7

37 12 44-957*7 ] T -zjr Q

37 ll 00.76 37 09 56.737 09 22.637 08 41.05

90 02 55.4590 03 53-790 o4 o6.fi

90 04 08.2290 04 1-1.3

90 04 46.3690 04 34-990 04 31.32

(3,907)/ T Do

5.557

2.5042 too

4.830

3,528i Z-rO

4,1744.216

10. FROM GREENVILLE QUADRANGLE AT-SEC. 26, T. 29 N., R. 7 "E., NORTH'TO SEC. 35, T. JO N., R. 7 E. (by W. C. Elledge In 1931)

P T Sta No 91 S 1926 (In Greenville quadrangle;

Lowndes, .3.5 ml. NE. of, 0.7 mi. NE. of ford across Bear Creek, 90 ft. W. and 18 ft. S. of T-rd. N., 2 ft. N. of fence, in concrete post;

T. 29 N., R. 7 E., near center sec. 1, 130 ft. S. and 35 ft. W. of T-rd. E., 40 ft. SE. of rd. forks, 25 ft. E. and 2 ft. N. of pak tree in fence corner, in concrete post; s-tandard tablet

P T Sta No 69 S 1926 (previously described) -

37 08 54.8137 08 59-3 37 09 56.5

37 10 16.7837 10 58.4

37 13 ii.i 37 13 43-237 14 30.837 14 06.66

90 15 53.99 90 14 53-090 14 24.2

90 13 29.4690 13 29.2 90 13 34.590 13 46.2

90 13 3,6.1990 14 O4.k

90 it 17-390 14 41.02

4,957£ o TU

4,884*Tf WV^*T

4,212o QI£

2,428

4,8304,277 3,4293,108

Magnetic declination in 19J1, 5°E.

TRANSIT TRAVERSE IK MISSOURI

MARQUAND QUADRANGLE (Latitude 37°15'-37°30'; longitude 90°00'-90°15')

Bollinger, Madison, and Wayne Counties

1. PROM HIGDON QUADRANGLE AT SEC. 32, T. 33 N., R. 8 E., SOUTH AND EASTINTO HIGDON QUADRANGLE AT SEC. 32, T. 33 N., R. 9 E. (by J. R. Bills in 1907)

(Continued from Higdon quadrangle; aee line 1.)

Station

T. 32 N., R. 8 E., cor. sees, k, 5, 8, and 9


Fatten, 6.5 mi. W. of, W. of rd. at rd. forks, 133 ft. S. 58° 21" W. of SW. corner of porch of dwelling of J. J. Stone, In sandstone post; aluminum tablet stamped "Prim Trav Sta No 7 1907 Mo"

T. 32 N., R. 9 E., N. cor. sees. 5 and 6, stone -

Latitude

0 t "

37 29 50.1 37 28 5k. 6 37 29 Ok.o 37 29 12.3

37 29 15-0

37 29 56.66 37 29 £6.6 37 29 k.5.6 37 29 1*4.7

Longitude

o i n

90 11 25.290 10 50.690 09 27.1 90 08 kO.7

90 08 37.0

90 07 27.8190 06 i4-8 90 05 12.8 90 04 16.8

Distance

Peet (6,698) 6,270 6,796 3,823

398

6,992 ^963 4,998 4,353

(Continued in Higdon quadrangle; see line 2.)

PROM COLDWATER QUADRANGLE AT SEC. ik, T. 31 N., R. 7 E., NORTHEAST TO SEC. 12, T. 31 N., R. 7 E., THENCE SOUTH TO SEC. 30, T. 31 N., R. 8 E.. THENCE NORTHEAST TO SEC. 35, T. 33 N., R. 8 E. (by J. L. Sanders in 1926)

(Continued from Coldwater quadrangle; se'e line 3.)

Buckhorn, 3-5 m^- NE. of, along rd. to Marquand, near center sec. Ik, T. 31 N., R. 7 E., kOO ft. SW. of sawmill, 15 ft. S. and 27 ft. W. of rd. forks, in sandstone boulder; standard tablet stamped "P T Sta No 29 S 1926"

T. 31 N., R. 7 E., cor. sees. 11, 12, 13, and 1k- Marquand, 5 mi. .SW. of, in SE 1/4 sec. 12,

T. 31 N., R. 7 E., 700 ft. E. of County Route B, 62 ft. W. of rd. corner, 2 ft. N. and 49 ft. W. from fence corner, in concrete post; standard tablet stamped "P T Sta No 30 S 1926 559" ... . -_

Shetley Creek, center of ford across Rd. at concrete culvert - ____ _ __ -,___Rd. at dwelling of Calvin Senter - -Rd. at concrete culvert Allbright, 1.3 mi. NE. of post office, In sec.

30, T. 31 N., R. 8 E., 0.2 mi. N. of ford across Castor River, 2 ft. W. of NW. corner of Allbright School, in concrete post; standard tablet stamped "P T Sta No 31 S 1926 486"

Shetley Creek, center of ford across ______Rd. at rock dike - ______T. 31 N., R. 8 E., eor. sees. 20, 21, 28, and 29-

37 22 03 37 22 2li

37 22 48.S8 37 22 21.8 37 21 55.6 37 20 56.1 37 20 33.4

37 20 10.7437 19 57-5 37 20 07.0 37 20 35.2

90 Ik 5k. 90 14 06.

90 13 12.4490 13 01.890 12 50.290 12 51.390 12 50.0

90 12 48.0690 12 41.290 11 53.490 10 57.8

(7,630) 4,430

4,9822,6442,8076,0162,303

2,2901,4443,9775,325


Station

Marquand, 5.5 ml. S. of, near quarter cor. between sees. 21 and 22, T. 31 N., R. 8 E., 45 ft. W. of rd., in concrete steps of Moore School; standard tablet stamped "P T Sta No 32

T. 31 N., R. 8 E. , cor. sees. 15, 16, 21, and 22-

Marquand, 2.5 mi. S. of, at Big Four School, 60 ft. S. and 15 ft. W. of front door of Henry Watkins' farmhouse, 20 ft. N. of rd., in granite boulder; standard tablet stamped

Marquand, 200 ft. S. of Missouri Pacific R.R. depot, 34 ft. N. and 15 ft. E. of R.R. at public rd. crossing, in Yf. end of N. wing wall of concrete culvert; standard tablet stamped

T. 32 N., R. 8 E., cor. sees. l4, 15, 22, and 23, rd. at fence N. on Bolllnger-Madison county line -

Marquand, 4 m*- NE - of » °-2 ml. N. of cor. sees. 11, 12, 13, and 14, T. 32 N. , R. 8 E. , 15 ft. N. and 5^ ft. W. of T-rd. N., in granite boulder; standard tablet stamped "P T Sta No 35 S 1926 864"

T-rd. E. .

Rd. at gate to yard of dwelling of J. E. Baker

Prim Trav Sta No 7 1907 Mo (previously described)

Latitude

37 20 29.1

37 21 00.88 37 21 27-4 37 21 53.3 37 22 33.7 37 23 l4-5

37 23 l|l. 38 37 24 18.8 37 25 09 ..8 37 25 34-5.

37 25 43-22 37 26 06.1 37 26 1^6.2

37 27 Ol.l 37 27 28.4

37 28 09.24 .37 28 37-8 37 29 05.8 37 29 27,6 37 29 46.5 37 29 56-66

Longitude

0 | II

90 10 22.14.

90 10 01.59'90 09 50.8 90 09 23. s 90 09 07.4 90 09 00.7

90 09 13.45 90 09 14.7490 10 214.. 690 10 24.9

90 10 05.86 90 09 40.490 09 17.14.

90 08 38.5 90 08 21.7

90 07 26.8190 07 02.0 90 06 14.3.5 90 06 30.7 90 06 31.8 90 07 27.81

Distance

Feet 2,922

3,637 2,812 3,432 4,2904,i64

2,906 4,677 5,973 2,492

1,774

4*458

3,483 3,074

6,055 3,510 3,029 2,618 1,916 4,629

3. FROM HIGD01I QUADRANGLE SOUTHEAST ALONG STATE HIGHWAY 5! INTO MARBLE HILL QUADRANGLE (by J.' L. Sanders in 1926)

Prim Trav Sta No 8 1907 Mo 605 (In Higdon

Patton, 3.2 mi. S. of, along State Highway 51, 0.2' mi. S. of L. E. Martin's farmhouse, in S. end of W. wing wall of concrete culvert; standard tablet stamped "P T Sta No 36 S 1926rjQ-Tll

Patton, 6.5 mi. S. of, along State Highway 51, In NW 1/1). sec. 34, T. 32 N., R. 9 E., 30 ft. N. and 15 ft. E. of highway at rd. W. to Bess- ville, in S. end of E. wing wall of concrete culvert; standard tablet stamped "P T Std Ho 37 s 1926 864"

Patton, 9.8 ml. S. of, along State Highway 51, 300 ft. SW. of Monroe Robinson's farmhouse, 115 ft. S. of highway at rd. W., in S. end of E. wing wall of concrete culvert; standard tablet stamped "P T Sta No 38 S 1926" (reported


Lutesville, 4-7 mi- N. of, along State Highway 51, 0.2 mi. E. of quarter cor. between sees. 23 and 24, T. 31 N., R. 9 E. , 13 ft. N. and 13 ft. W. of highway at crossroad, in E. end of N. wing wall of concrete culvert; standard tablet

(Continued in Marble Hill quadrang

37 30 02.06 37 29 18.3 37 28 29.7

37 27 30-87 37 26 42.3 37 26 01.8

37 24 55-06 37 24 l4.1 37 23 16.7

37 22 58.23

37 22 22.7 37 21 44-1

37 21 04.87

Le; see line

90 oo 47.32 90 01 22.4 90 01 514.. 7

90 01 59.3190 02 08.7 90 02 24.8

90 02 14.0.84 90 02 20.8 90 02 09.6

90 02 23.55

90 02 27.14. 90 01 53.7

90.00 314.. 22

4-)

5,250 5,5&4

5,962 4,976 4,299

6,869

5',§io

2,179

3,606 4,754

7,548


Station Latitude

0 , II

Longitude

0 1 II

Distance

Feetk. PROM ZALMA QUADRANGLE NORTHEAST ALONG STATE HIGHWAY 3l| INTO MARBLE HILL

QUADRANGLE (by W. C. Elledge in 1931)(Continued from Zalma quadrangle; see line 8.)

Grassy, 1.7 mi. W. of post office, 550 ft. E. of Lee Robin's farmhouse, 30 ft. N. of State Highway 3k, 3 ft. SW. of fence corner, In concrete post; standard tablet stamped "k W H BTQO^'t __ ___ __ ____ ___. _____ ____

Grassy, 1.2 ml. NE. of, kO ft. N. of State Highway 34, 1° first step of concrete porch at front of dwelling of R. L. Vance; standard

Lutesvllle, 7-1 mi.. W. of, 15 ft. S. and kO ft. E. of State Highway 3k at Junction of Gravelton rd., 2 ft. Inside of fence, in concrete post; standard tablet stamped n A w R p TO9r\"

Lutesville, k-7 mi. W. of, 35 ft. E. of State Highway 3k, at foot of long hill, 92 ft. NE. of concrete culvert, 2 ft. SW. of fence corner, In concrete post; standard tablet stamped "7

Lutesville, 3.! mi. W. of, 0.2 mi. S. of Glenallen, kO ft. S. and 25 ft. W. of State Highway ^ at rd. N. , 5 ft. W-. of fence corner, in concrete post; standard tablet stamped

(Continued in Marble Hill quadrang

37 15 07.56 37 15 17.9 37 15 58.2

37 16 2k. 57 37 16 kg. 8 37 16 57-9

37 17 28.88 37 17 57-6 37 18 00. k

37 18 13.15 37 18 30.0

37 18 kg. 29 37 18 k8.6 37 18 k2.7

le; see line

90 09 15.68 90 08 12.8 90 07 25.6

90 06 51. ol; 90 06 30.6 90 05 43.9

90 05 11.75 90 04 k9-9 90 03 22.7

90 03 15.09 90 02 37-7

90 01 kl.8990 01 20.2 90 00 kk.2

8.)

(6,070) 5,185 4,353

5,451 2,957 5,879

4,06k 1,9677,410

1,428 5,465

4,!907 1,750 2,966

PROM SEC. k, T. 30 N..-R., 9 E., SOUTH INTO ZALMA QUADRANGLE AT SEC. 22, T. 30 N., R. 9 E. (by W. C, Elledge in 1931)

Glenallen, about k ml. SW. of, near center sec. 15, T. 30 N., R. 9 E. ,'19 ft. S. and 7 ft. E. of rd. fork S., on top of hill in woods, in concrete post; standard tablet stamped "T TI, Q T? T Q2T II _

37 18 13.15 57 17 54-5 37 16 50.5

37 16 10.2k 57 16 05.9 37 15:40.1 37 15 10-k

90 03 15.09 90 02 52.390 03 01.4

90 02 31.1790 01 42.2 90 01 59.290 02 21.1

2)636 6,519

4,744 3,9862,951 5,490

(Continued In Zalma quadrangle; see line 9«)

Magnetic declination in 1933, 4° 50" E.

PART 1, SOUTHEASTERN MISSOURI, 1903-193?

HIGDON QUADRANGLE (Latitude 37°30'-37°li.5 l ; longitude 90 000'-90 0 15')

Bolllnger, Madison, Perry, St. Francois, and Ste. Genevleve Counties

R8E/ \R9E

T 33 N

1. PROM FREDERICKTOWN QUADRANGLE AT SEC. 27, T. 33 N., R. 7 E., SOUTHEASTINTO MARQUAND QUADRANGLE AT SEC. 32, T. 33 N., R. 8 E. (by J. R. Bills In 1907)

(Continued from Fredericktown quadrangle; see line 1.)

Station

T. 53 N., R. 7 E., cor. sees.. 22, 23, 26, and 27-

' Latitude

0 1 11

37 31 35-9 57 31 OL.237 30 38-2

Longitude

0 I II

90 14 58.190 13 35-7

Distance

Feet (1,814.3)

6472

(Continued In Marquand quadrangle; see line 1.)

2. PROM MARQUAND QUADRANGLE AT SEO.- 52, T. 33 N./R. 9 E., NORTH AND EASTINTO PERRYVILLE QUADRANGLE AT SEO. ll^, T. 35 N., R. 9 E. (by ,T. R. Bills in 1907)

(Continued from Marquand quadrangle; see line 1.)

Stump at Junction of Farminton-Patton rd. and rd. S. -

Fatten, on W. side of Main Street, at SE. corner of Johnson Brothers' flour mill, in stone foundation wall; aluminum tablet stamped "Prim Trav Sta No 8 1907 Mo 605" -

T. 33 N., R. 9 E., cor. sees. 25, 26, 35, and 36, Iron pipe ~

Grindstaffe, Junction of rd. W. - -

37 30 11-3

37 30 02.06

37 30 33-5 37 31 19-3

90 01 24.3 (Il4.,3i7)

(For balance in Perryvllle quadrangle, see line

37 35 09-7Rd. forks, N. of Whitewater River T-rd. N., 50 ft. S. and 15 ft. E. -from SE. corner

of Heltmans Mill Rd. at Bolllnger-Perry county line Crossroads, 0.2 ml. SE. of Yount's store Yount, 0.8 ml. NE. of, at rd. forks on top of

hill, N. of Perryville rd., in limestone post;aluminum tablet stamped" "Prim Trav Sta No 91907 Mo"* :-

T. 314. N., R. 9 E., cor. sees. 22, 23, 26, and 27,stone - -

T-rd.

37 35 fcM37 35 5.2.737 36 17-lt

37 36 35-50

37 37 37.137 39 07.6

90 oo 14.7.32

90 oo 14.3.890 oo 264

i.)

90 oo 25.3

90 01 14.0.790 01 5k.l|90 02 18.9

90 01 514..14J4.

90 01 05.090 oo 32.2

(For balance in Perryville quadrangle, see line 1.)

Rd. forks Rd. fork SW.yf ___. _ _. ____ _. _

(Continued in Perryville quadrangle

37 41 37 43; see

14.9.2 34-2

line 1

90 90

.)

00 00

37.5 15-4

3.127

.3,198 C.831

(9,397)

7,0331.3593,180

2,690

7,3999,538

(7.32g) 10,768

It. was reported May 11, 1935 that this monument was reset of above described location and position.

ft. N. 87° W.


Station Latitude

0 | It

Longitude

0 I M

Distance

Feet3. FROM SEC. 23, T. 35 N., R. 9 E., NORTH INTO WEINGARTEN QUADRANGLE AT

SEC. 10, T. 35 N., R. 9 E. (by J. R. Bills in 1907)

37 43 34.237 1*4 2<U

90 oo 15490 oo 29.5 5,14.10

(Continued in Weingarten quadrangle) see line 3.)

14.. FROM WEIHGARTEN QUADRANGLE AT SEC. 9, T. 35 N., R. 8 E., WEST INTOWEINGARTEN QUADRANGLE AT SEC. 12, T. 35 N., R. 7 E. (by J. R. Bills in 1907)

(Continued from Weingarten quadrangle; see line 3.)

T. 35 N.,Rd. forks

R . 8In rd

E., cor. sees. 8, 9, 16, and 17 NE 1/4 sec. 17, T. 35 N., R. 8 E. -

(Continued in -Welhgarten quadrangl

374k37 4k

e; see

37-.320.5

line 3

909090

0910 10

54-10.55.

2 (111 0

23

,128),104C.ia

5. FROM PERRYVILLE QUADRANGLE AT SEC. 36, T. 33 N., R. 9 E., SOUTHWEST TO PATTON (by J. B. Leavltt in 1921)

(Continued from Perryvllle quadrangle; see line 3.)

Prim Trav Sta No £J 1907 Mo 605 (previously37 30 09.8

37 30 02.06

90 00 08.2

90 oo 14.7.32(4,050)

3,248

6. FROM PERRYVILLE QUADRANGLE AT SEC. 25, T. 34 N., R. 9 E., SOUTHWEST TO YOUNT (by J. B. Leavitt In 1921)

Rd. fork S ~T. 34 N., R. 9 E., in NE. cor. of SW \/k sec. 26>

on land owned by Peter Carle, 80 ft. S. of Unlontown-Yount rd. , 5 f*-« S. of . fence corner; iron post stamped "Prim Trav Sta No 21 J B L


37 37 02.6

37 37 09-75 37 36 47-7 *7 36 35-50

90 oo 01.8

90 oo 31.67 90 01 14.9 90 01 54-44

(5,74o)

2,508 4,132 3,410

Magnetic declination in 1907, 4? 45' E.


FREDERICKTOWN QUADRANGLE (Latitude 37°30'-37 045'; longitude 90"15'-90 030 I )

Madison, St. Francois, and Ste. Genevieve Counties

R SE R 6E R7E

FROM FARMINGTON QUADRANGLE AT SEC. 9, T. 35 N., R. 7 E., SOUTHEAST INTO HIGDON QUADRANGLE AT SEC. 27, T. 33 N., R. 7 E. (by J. R. Bills in 1907)

Station

Prim Trav Sta No 4 1907 Mo (In Farmlngton

Rd. at St. Francols-Ste. Genevieve county line,

Rd. forks, 10 ft. W. of N.-S. sec. line

SE. corner of rail fence at crossroads

Rd. at dwelling near Madison-St. Francois county

Mine La Motte, about 0.2 ml. S. of company store, at SE. corner of bridge over branch, in N. face of stone abutment; aluminum tablet stamped

Mine La Motte, 1 mi. S. of post office, in front

Fredericktown, Missouri Pacific R.R. sta.

Missouri Pacific R.R. at switch block to spur Fredericktown, 1.2 mi. E. of, 4° ft. E. of rd.

North American Lead Co. boundary post, E. of rd.- Fredericktown, 2 ml. E. and 2.5 ml. S. from, at

blacksmith shop of W. J. Lincoln, in SW. corner of foundation; aluminum tablet stamped "Prim

Latitude

o i n

37 45 04-2

37 43 33-6 37 42 34-8 37 42 13-4 37 4o 49-1 37 39 45-8

37 38 31-5

37 37 08.4

37 36 13-6

37 34 02.2 37 33 42.6

37 33 33-9 37 33 08.1

37 31 47-97

Longitude

0 | 11

90 15 33.4 90 16 06.990 16 27.4 90 17 16.9 90 17 24.3 90 17 20.6

90 17 01.3

90 17 19.2

90 17 29.7

90 17 37-5 90 16 42.2

90 16 02.0 90 15 37.9

90 15 14.96

Distance

Feet

9,465 6,1614,553 §, 537 6,418

7,680

8,526

5,508

lj,4o6 4,§78

3,349 3,274

8,304

(Continued in Higdon quadrangle; see line 1.)

2. FROM IRONTON QUADRANGLE EAST ALONG STATE HIGHWAY 70 TO FREDERICKTOWN, THENCE SOUTHEAST ALONG ROADS TO SEC. 22, T. 33 N., R. 7 E. (by J. L. Sanders in 1926)

(Continued from Irontpn quadrangle; see line 6.)

St. Francis River, center of bridge over

Junction of rd. N. on line between sees. 1 and 2,T ZZ M R K T?

Fredericktown, o ml. W. of, along. State Highway 70, 420 ft. S. and ikO ft. W. of quarter cor. between sees. 1 and 6, T. 33 N., Rs. 5 and 6 E., 1,000 ft. W. of dwelling of W. M. St. Clair, 36 ft. N. of rd., 12 ft. SE. of SE. corner of old dwelling, in concrete post; standard tablet stamped "P T Sta No o S 1926755"

37 35 45-3 37 35 12-5

37 35 08.6.

37 35 09-47 37 34 47-2

90 29 52.0 90 27 48.2

90 27 14.7

90 26 06.06 90 24 50.2

(1,344) 10,5032,724

5,528 6,509

*Knob Lick quadrangle as published in Bulletin quadrangle.

3-A haa been renamed Frederloktown


Station

Frederlcktown, 6 ml. W. of, along State Highway 70, at Hunter's store, 0.2 mi. N. of cor. sees. 4, 5, 8, and 9, T. 33 H., R. 6 E., 150 ft. W. of T-rd. S., 25 ft. S. of highway, near wire fence, in concrete post; standard tablet

T. 33 N., R. 6 E., cor. sees. 3, 4, 9, and 10


Fredericktown, 2 ml. W. of, along State Highway 70, in SE 1/4 sec. 12, T. 33 N., R. 6 E., 420 ft. SW. of dwelling of G. W. Lampher, 18 ft. N. and 21 ft. W. of T-rd. N., in con crete culvert; standard tablet stamped "P T Sta No -10 S 1926 762"»

Little :St. Francis River, center of bridge over - Fredericktown, 25 ft. S. and 15 ft. W. of S. door

of courthouse, 4 ft. N. of curbing, in concrete base of old cannon; standard tablet stamped

Fredericktown, Intersection of Main and La Motte

Fredericktown, crossing of Missouri Pacific R.R.,


Latitude

o i n57 54 50.6

57 54 22.23 37 54 18.2 57 54 18.8 37 3k 10.4 37 34 00.9 37 35 50-5

57 54 15-0

57 54 02.08 57 55 32.2

37 35 55-68

37 55 54-0

57 33 53-9 37 35 5k.7 57 32 54.0 37 52 54-6 37 31 47-97

Longitude

Of 11

90 24 02.0

90 23 45.62 90 23 06.0 90 22 47.8 90 22 31.0 90 21 45.5' 90 20 56.6

90 19 50.2

90 19 31.64 90 l8 44.8

90 17 39-29

90 17 55-1

90 17 52.0 90 16 03.7 90 15 35-4 90 15 19-7, 90 15 14.96

Distance

Feet 4,227

1,706 5,053 1,470 1,597 5,791 4,080

5,825

1,860 4,857

5,275

494

2,015 7,362 4,7482,2434,726

5. FROM SEC. 12, T. 33 N., R. 6 E. , NORTHWEST INTO FARMINOTON QUADRANGLE AT SEC. 9, T. 55 N., R. 5 E. (by J. L. Sanders In 1926)

P T Sta No 10 S 1926 762 (previously described) - T-rd. W.

Boundary monument 8l (4-ln. square iron post), at

Fredericktown, 5.5 mi. NW. of, on Caledonia rd. , in NW lA NW 1/C aec. 54, T. 34 N., R. 6 E. , 18 ft. S. and 25 ft. E. from Junction of private rd. S. to farmhouse of George Hovis, In concrete post; standard tablet stamped "P T No 12 S 1926"

T_TV1 W _______ _______ __ .___ __ _ __ ___ _

Granite post at corner of Mine La Motte claim T. 34 N., R. 6 E., cor. sees. 16, 17, 20, and 21,

600 ft. NW'. of T-rd. S. to Kessler farmhouse, on Madison-St. Francois county line, In concrete post; standard tablet stamped "P T

T. 34 Hi, R. 6 E., quarter cor. between sees. 17 and 20, rd. corner from E.-N. on Madison-St.

T. 34 N., R. 6 E. , in SW 1/4 HE l/l; sec. 6, 670 ft. S. of bridge over St. Francis River, 500 ft. N. of farmhouse of J. Lowe, 35 ft. N. and 15 ft. E. from T-rd. E. , in concrete post; standard tablet stamped "P T No _4 S 1926"

T. 55 N., R. 5 E. , S. sixteenth cor. sec. 56,


T. 55 N., R. 5 E., cor. sees. 26, 27, 54, and 55,T virl q

Doe Run, about 3 ml. S. of, 600 ft. E. of farm house of Lloyd Deago, 50 ft. K. and 40 ft. E. of T-rd. E., 60 ft. S. and 40 ft. E. of T-rd. W. , in granite boulder; standard tablet

37 34 02.08 37 34 19-1 37 35 09.5 57 55 27-p 57 55 52-4 57 56 56-1

57 36 44.77

57 56 44-08 37 36 49-1 37 37 11-9 37 37 58.90

57 58 51.84

37 38 31.8 57 59 09.1 57 40 06.7

57 40 45-27 57 40 51.9

57 41 27.2

57 41 46-5 57 42 07.0 57 42 08.1

37 42 08.9

57 42 25.70

90 19 31.64 90 19 23.9 90 .19 49.9 90 20 07.1 90 20 31.990 20 47.190 21 33.90

90 21 44-14 90 22 22.5 90 22 40.6 90 25 04.57

90 23 04-77

90 23 37.8 90 23 29.8 90 24 32.9

90 2k 31.64 90 24 32.590 25 46.6

90 26 15.3 90 26 01.1 90 26 4o.890 27 08.9

90 28 49.07

1,835 5,49f 2,266 5,252 4,590

3,867

826 5,152 2,729 5,130

3,333

2,660 3,833 7,727

5,900 675

6,946

2,888 2,514 3,190

2,262

8,225

It was reported that this tablet was moved 37 described location and position.

K. 72° 45' W. of above


Station

Mississippi River and Bonne Terre R.R. crossing - Doe Run, 100 ft. N. of Mississippi River and

Bonne Terre R.R. depot, kO ft. W. of track, in line with R.R. property post, in concrete post; standard tablet stamped "P T No 16 S

Latitude

o i37 k2 37 £3 57 k3

37 kk

II

50.331.6 52.8

Longl tude

0 ! II

90 28 k5-2 90 28 14.7.7 90 28 k7.9

90 29 2k. 70

Distance

Feet 2,512 k,l85

5,86k

(Cdntinued in Farmlngton quadrangle; see line 5.)

FROM FREDERICKTOWN SOUTH TO MILLCREEK, THENCE SOUTHWEST INTO COLDWATER QUADRANGLE AT SEC. 35, T. 33 N., R. 5 E. (by J. L. Sanders In 1926)

P T Sta No 11 S 1926 7l;3.056 (previously

Frederick-town, 2.5 ml. S. of, 0.5 mi. S. of Millcreek post office, in NW. cor. sec. 30, T. 33 N., R. 7 E., 100 ft. W. of intersection pf French Mills rd. and U.S. Highway 67, between rd. forks, in concrete post; standard tablet stamped "P T Sta No 17 S 1926 75!" ----

T-rd. N. -

Frederlcktown, 3 mi. S. and Ij. ml. W. of, near cor. sees. 21, 22, 27, and 28, T. 33 N. , R. 6 E.. 700 ft. W. of bridge over Matthews Creek, 1^2. ft. W. of rd. forks, 23 ft. N. of rd. , in sandstone ledge; standard tablet

Crossroads on line between seca. 28 and 29, T. 33 N., R. 6 E., 300 ft. W. of Graham's store

T-rd. S. -

Frederlcktown, 10.2 mi. SW. of, along French Mills rd., in NE lA aeo. 31, T. 33 'N. , R. 6 E., 21). ft. N. and 10 ft. W. of rd. fork NE. to dwelling of Sam La Plant, 2 ft. E. of N.-S. wire fence, in concrete post; standard tablet stamped "P T Sta No 19 S 1926 617"

T. 33 N., Rs. 5 an"i 6 E. , quarter cor. between

37. 33 33.6837 32 36.037 31 35-2

37 31 1849 37 31 19.0

37 31 3k-837 31 26.°

37 31.18.7137 30 52.7

37 30 14.6437 30 31-5 37 30 28.0

37 30 25.68

37 30 il)..737 30 05.6

90 17 39.29 90 17 1(4.790 16 35-3

90 18 56.18 90 19 Ok.890 19 56.8

90 21 11.690 22 02.2

90 22. 14.1.3690 23 11.2

90 23 31.890 2k 10.690 25 10.14.

90 25 51.75

90 26 68.890 26 kj.S

5,8k67,373

2,391

k,2603,203 3,0044,082

3,256,3,563

1,777m3,3361 Q7X

3,695

(Continued In Coldwater quadrangle; see line 2.)

5. FROM SEC. 30, T. 33 N., R. 7 E., SOUTH ALONG U;S. HIGHWAY 67 INTO COLDWATER QUADRANGLE (by J. L. Sanders in 1926)

P T Sta No 17 Parks Branch,

Ma;;netlc

S 1926 751 (previously described) -

(Continued In Coldwater

declination 5° 26' E..

quadrangle

37 31 I8.k9 37 30 kk.6

; see line 1.

90 90

)

18 56.18 18 £5.8 3)523

5k TRANSIT TRAVERSE IN MISSOURI

COLDWATER QUADRANGLE (Latitude 37°15'-37°30'; longitude 90°15'-90°30')

Madison and Wayne Counties

FROM FREDERICKTOWN QUADRANGLE SOUTH ALONG U.S. HIGHWAY 67 TO SEC. 15, T. 31 N., R. 6 E., THENCE WEST ALONG DBS ARC ROAD TO SACO, THENCE WEST ALONG ROADS INTO DBS ARC QUADRANGLE'AT SEC. 9, T. 31 H., R. 5 E. (by J. L. Sanders in 1926)

(Continued from Fredericktown quadrangle; see line 5«)

Station

Fredericktown, 6.3 ml. S. of, along U.S. Highway 67, 60 ft. N. and k2k ft. W. of cor. sees. 5, 6, 7, and 8, T.-32 N., R. 7 E., 560 ft. N. of dwelling of G. W. Berry, in N, end of E. wing wall of concrete culvert; standard tablet

Twelvemlle Creek, center of bridge over -

Highway at gate to front yard of T. P. Johnson Antloch Church, In SW. cor. sec. 20, T. 32 N.,

R. 7 E., k8 ft. W. of U.S. Highway 67 at Junction of rd., 25 ft. S. and 55 ft. E. of SE. corner of church, In concrete post; standard tablet stamped "F T Sta No 22 S 1926 792"

T. 32 N., R. 7 E., cor. sees. 29, 30, 31, and 32,'

Tps. 31 and 32 N., Rs. 6 and 7 E., about O.k mi. E. of cor. of, ikO ft. S. of township line, k5 ft. E. of U.S. Highway 67, In NE. corner of front step of Zlon Church; standard tablet stamped "P T Sta No 23 S 1926 705"

T. 31 N., R. 6 E., near cor. sees. 11, 12, 13,

Twelvemlle, at original glte of post office, in N 1/2 sec. Ik, T. 31 N'., R. 6 E., 300 ft. NE. of W. W. Hlnkle's farmhouse, in SW. end of SE. wing wall of concrete culvert; standard tablet

Twelvemlle Creek, center of ford- across Rd. In front of gate to front yard of J. T.

Rd. in front of gate to front yard of G. F.

Saco, 2.2 mi. E. of, along Des Arc Road, 15 ft. S. of I'd., 10 ft. N. of front door to dwelling of George Whitener, inside of front gate, in W. edge of concrete step; standard tablet stamped"P T Sta No 25 S 1926 58k"

Latitude

0 | II

37 29 52.6 37 29 15-1

37 28 {4.5.36 37 27 k§.9 37 27 18.2 37 26 3k.2

37 26 08.88 37 25 k6.k

37 25 13.5

37 2k iS.kl 37 23 3k-8 37 23 13.2

37 22 2k. lj

37 22 lk. 15 37 22 Ok. ° 37 21 57.2

37 22 22.5

37 22 03.8

37 21 56.11 37 21 kl.8 37 21 39-3 37 21 k7-5

Longitude

o i n 90 18 kk-590 18 k6.Q

90 18 27.90 90 17 5k- 9 90 17 52.7 90 18 01.7

90 18 07.38 90 18 16.8

90 18 27.8

90 18 57.30 90 19 33-2 90 19 50.6

90 20 37. k

90 21 12.56 90 21 kO.2 90 22 05.7

90 23 18.7

90 2k 09.0

90 2k 28.1990 25 09.890 25 k5.890 26 00.1;

Distance

Feet (5.260) 3,800

3,377 6,207 3,211 k,5H

2,608 2,376

3,k5i

6,055 5,273 2,6006,219

3,018 2,kl9 2,202

6,k27

k,k78

j'S?2,924 i,W>


Section

Saco, 1.2 mi. W. of post office, 0.2 mi. W. of ford across St. Francis River, kOO ft. SE. of dwelling of T. J. Perry, 15 ft. N. of rd., near wire fence, in ledge; standard tablet stamped

Latitude

9 1 "

37 21 57.2 37 22 23.1).

37 22 36.75 37 23 05.1 37 23 13.6 37 23 07.0 37 22 50.6

Longl tude

o i n

90 26 20.1 90 27 12.14.

90 27 2k.pO 90 28 00.790 28 314.. 690 28 59-590 29 37-9

Distance

Feet 1,87k k,986

l,6kl 'k,122 2,871 2,111 3,518

(Continued in Des Arc quadrangle; see line 6.)

2. FROM FREDERICKTOWN QUADRANGLE AT SEC. 35, T. 33 N., R. 5 E., SOUTHWESTINTO DES ARC QUADRANGLE AT SEC. 21, T. 32 N., R. 5 E. (by J. L. Sanders in 1926)

(Continued from Frederlcktown quadrangle; see line k.)

French Mills, 1.8 mi. N. of post office, along Fredericktown rd., 2 mi. S. of ford across St. Francis River, k50 ft. S. of dim rd. forks, 80 ft. W. of W. bank of river, 10 ft. W. of rd., in first bench of large granite boulder; standard tablet stamped "P T Sta

French Mills, rd. in front of door to post office T. 32 N., R. 5 E., cor. sees. 15, l6, 21, and 22-

Prim Trav Sta No 78 F 192k (In Des Arc quad-

37 29 kq.k

37 28 k5. ik

37 27 21.5 37 26 59.0 37 26 23.3

90 28 29.7

90 28 36.5690 28 55.290 29 20.090 29 28.9 90 29 37.190 30 :4.7l

(5,900)4,233

2,kkO4,6045,569 2,382

3,073

FROM SEC. 15, T. 31 N., R. 6 E., SOUTHEAST TO BUCKHORN, THENCE NORTHEAST INTO MARQUAHD QUADRANGLE AT SEC. ik, T. 3! N., R. 7 E. (by J. L. Sanders in 1926)

Junction of rd. W. to Buckhorn (previously

Blazed oak tree, 33 ft. S. and [4.5 ft. E. from rd.

Buckhorn, 2-3 ml. NW. of post office, 250 ft. S. of dwelling of R. L. Hann, 80 ft. S. of old mill, 10 ft. S. and 36 ft. W. of T-rd. W., 22 ft. W. of fence corner. In concrete post; standard tablet stamped "P T Sta No 27 S 1926£?zlt


Buckhorn, 1,000 ft. W. of post office, 16 ft. N. and 33 ft- ". of front door of schoolhouse, near fence corner, S. of rd., in sandstone ledge; standard tablet stamped "P T Sta No 28s 1926 566"

East Fork of Big Creek, center of ford across

T. 31 N., R. 7 E., cor. sees. 15, l6, 21, and 22,

(Continued In Marquand quadrangle;

37 22 Ok. 9 37 21 42.1 37 21 50.2 37 21 30.4

37 21 28.3

37 21 23.53 37 20 35.8

37 20 16.2

37 20 15.62 37 20 46.0 37 21 07.1 37 21 34.8

37 21 3k. 9

see line 2. )

90 21 kO.2 90 20 27.8 §0 20 02.8 90 19 36.6

90 19 13-9

90 18 55.78 90 18 14.5

90 17 31.8

90 17 25.82 90 17 11.6 90 17 Ok. 9 90 16 46.9

90 16 21.9

6,283 2,l8l 2,902

1,81*5

3,970

486 3,283 2,206 3,151

2,014

k. FROM SEC. Ik, T. 31 N., R. 6 E., SOUTHWEST ALONG U.S. HIGHWAY 67 INTO GREENVILLE QUADRANGLE (by J. L. Sanders in 1926)

Junction of rd. W. to Buckhorn (previously

Coldwater, 3 ml. N. of post office, along U.S. Highway 67, 76 ft. SE. of sawmill, about 150 ft. SE. of dwelling, 12 ft. NW. of highway, in NE. end of NW. head wall of concrete cul vert; standard tablet stamped "P T Sta No 78

178220 O 39 i

37 22 Ok. 9 37 21 20.1 37 20 kl.6

37 20 15.30 37 19 W.7 37 18 514-- 9

90 21 kO.2 90 22 Ik. 7 90 22 17.6

90 22 58.77 90 23 30.390 23 fo4

5)321 3,89k

4,243 4,012 5,179


Station

Cedar Creek, center of bridge over, 370 ft.

Coldwater, 0.7 ml- SW. of post office, along U.S. Highway 67, 90 ft. NE. of rd. Junction, 30 ft. N. of highway, in top of W. end of bottom step in front of Methodist Church; standard tablet stamped "P T Sta No 79 S 1926 k93" --

Hunter Creek, center of wooden bridge over ------ Lodi, 285 .ft.. N. of post office, along U.S.

Highway 67, 30 ft. S. and 13 ft. W. of Lodl Church, 7o ft. W. of highway, in concrete post; standard tablet stamped "P T Sta No 80

Latitude

o t n

37 17 33-637 16 59.9 37 16 22.537 15 k2.7

37 15 25.35

Longitude

o i n

90 214. 3k-2

90 25 11.5690 2S 39.3 90 26 lk-k90 26 25.590 26 k2.3

90 27 09.814.

Distance

Feet

5,916

3,621£457& 3 Hit.

(Continued in Greenville quadrangle; see line 2.)

Magnetic declination in 1927, 5° E.

GREENVILLE QUADRANGLE (Latitude 37°00'-37°15'; longitude 90°15'-90 050')

Wayne County

1. FROM ZALMA QUADRANGLE WEST ALONG STATE HIGHWAY 34 INTO PIEDMONT QUADRANGLE (by J. L. Sanders in 1926)


Station

Clubb, 3.5 nil. E. of post office, along State Highway 3l|., in,SW 1/k sec. 33, T. 30 N., R. 7 E., in front Of dwelling of Lawson Ward, in E. end of S. wing wall of concrete culvert; standard tablet stamped "P T Sta No 70 S 1926"-

Clubb, 250 ft. NW. of post office and store, 14.0 ft. N. of State Highway 314., 80 ft. E. of Clubb School, 3 ft. E. of SE. corner of well platform, In concrete post; standard tablet stamped "P T Sta No 71 S 1926"

T. 29 N., R. 6 E. , cor. sees. 3, k> 9, and 10 Clubb, 3 mi. W. of post office, along State

Highway 314., SO ft. S. and 120 ft. W. of cor. sees. L|., 5, 8, and 9, T. 29 N., R. 6 E., 160 ft. NE. of dwelling of Tom King, in W. end of S. wing wall of concrete culvert; standardt.nMA-h shflinnBri "P T Shn Hn 7? S IQPh" _ -

Latitude

0 | II

37 Ik 07.5 37 Ik 10.0

57 13 3k. 15 37 13 22.2 37 13 30.0

37 12 k8.kO 37 12 50.7 37 12 k5.6 37 12 39-2 37 12 32.5

*7 TP **.t;fl

Longitude

o i n 90 IS OS.O 90 16 26.0

90 17 35.36 90 18 15.6 90 19 31.3

90 20 53.93 90 21 29.9 90 22 19.0 90 22 52.690 23 174

on pli TO. PI

Distance

Feet (1,93,6) 6,55k

6,678 3,k76 6,171

7,895 2,921 k,ooi 2,796 2,106

c nnli


Station

Greenville, 6.5 ml. N. of, along U.S. Highway 67, 150 ft. NW. of N. Junction with State Highway 34, 30 ft. N. of State Highway 34, In W. point of triangle at Claude Montgomery's filling sta.; standard tablet stamped "P T Sta No 73 S 1926" "(Reported destroyed, Jan. 26, 19J5)

Latitude

o i n37 12 17-437 12 09.137 11 50-137 11 23.9 37 11 10.7

37 11 24.72

Longitude

o i n90 24 58.990 26 08490 26 43-690 27 31.890 27 55.8

90 28 14-97 90 28 57-9

Distance

Feet 3,596

5,4354,710

2,097 3,490

(Continued in Piedmont quadrangle; see line 3>)

2. PROM COLDWATER QUADRANGLE SOUTH ALONG U.S. HIGHWAY 67 TO SEC. 22, T. 28 N., R. 5 E., THENCE SOUTH ALONG OLD U.S. HIGHWAY 67 INTO POPLAR BLUFF QUADRANGLE (by J. L. Sanders in 1926)

(Continued from Coldwater quadrangle; see line 4>)

Bounds, 1.8 mi. N. of post office, along U.S. Highway 67, 500 ft. N. of house of L. A. Roach, at foot of S. slope of high hill, 200 ft. E. of highway, in N. end of E. head wall of concrete culvert; standard tablet stamped "P T Sta No 8lS -t QQ£ COT K _ __ __ ___ ....

Bounds, highway in front of door to post office -

Greenville, 2.8 mi. NW. of, along U.S. Highway 67, 3 mi. SB. of Silva, 300 ft. SE. of filling sta., in W. wing wall of concrete culvert; standard tablet stamped "P T Sta No 82 S 1926 38k« - _ _ -

Junction of rd. W. across bridge over St. Francis

Greenville, at S. entrance to courthouse, in cement walk at foot of SW. corner of steps; standard tablet stamped "P T Sta No 83 S 19267Ol II

Greenville, 2.5 mi. S. of, on old U.S. Highway 67, 500 ft. NW. of junction of County Route A, 80 ft. N. of Highway A, in N. end of concrete culvert; standard tablet stamped "P T Sta No 84s 1926 526"

Greenville, 6 mi. S. of, 3.5 ml. N. of Taskee, In NE 1A sec. 1, T. 27 N., R. 5 E., 0.° mi. N. of John Keele's residence, in N. end of concrete culvert; standard tablet stamped

(Continued in Poplar Bluff quadran

37 14 58.8 37 14 32-3

37 13 48.78 37 13 13-1 37 12 32.6 37 ll 2k.72 37 10 34.1 37 09 49-8 37 08 57.0

37 08 06.12 37 07 41.7 37 06 49-3

37 06 15.2 37 06 08.3

37 05 59.87 37 05 48.5 37 05 44-0 37 05 14-7

37 04 46-58 37,03 35.7 37 03 03.7

37 02 17.04 37 01 53,6 37 01 10.0 37 01 02.2

gle; see line

90 27 13-2 90 27 06.8

90 26 46.29 90 27 10.8 90 27 51.2 90 28 14-97 90 27 49-5 90 27 53.5 90 27 56.6

90 27 51.66 90 27 22.2 90 27 39-1

90 27 34.6 90 27 30.7

90 27 24.31 90 27 ii.o90 27 13.8 90 28 05.1

90 28 54-5490 29 10.2 90 28 48.3

90 28 Ok.?6 90 27 58.690 27 49.890 27 34.2

3.)

(2,692) 2,726

4,7074,1125,245 7,126 5,552 4,493 5,348

5,164 3,44l 5,471

3,471 766

1,002 1,579

5,110

4,914 7,280 3,700

5,8922,4304,468 1,586

3. FROM SEC. 22, T. 28 N. , R. 5 E., WEST INTO PIEDMONT QUADRANGLE AT SEC. 27, T. 28 N., R. 5 E. (by J. L. Sanders in 1926)

P T Sta No 84 S 1926 526 (previously described) -

(Continued in Piedmont quadrangle;

37 Ok 46.58 37 04 39.2 37 04 21.2

see line k.)

90 28 5k. 5!^ 90 29 18.1 90 29 38.4

2," 048 2,463


Station

4. FROM ZALMA QUADRANGLE AT SEC. 2, T. 28 N. GREENVILLE (by J. L. Sanders in 1926)

(Continued from Zalma quadrangle;

Rd. forks near NW. corner of garden of

Lowndes, 375 ft. W. of post office, 50 ft. S. of rd., at front entrance to E. E. Dunn's yard, 2 ft. W. of concrete steps, in concrete post; standard tablet stamped "P T Sta No 91 S 1926"-

Lowndes, 3 mi- " °f» along Lowndes-Greenville rd. , 60 ft. SW. of John Crlte's residence, 22 ft. N. of rd., in concrete post; standard

T -nH Q __ _ _..

T. 28 N., Rs. 6 and 7 E., quarter cor. between

Greenville, 7.3 ml. NE. of, along Holllday Road, near center sec. 35, T. 29 N., R. 6 E., 140 ft. W. of rd. forks, 9° ft. E. of wooden culvert, 18 ft. S. of rd., in concrete post; standard

Greenville, 3.9 mi. NE. of, along Holllday Road, 57 ft. W. of rd., in SE. corner of T. A. Alien's yard, in concrete post; standard tablet stamped "P T Sta No 94 S 1926"

Holllday Creek, center of wooden bridge over Holllday Creek, center of wooden bridge over -

Junction of U.S. Highway 67 and Holllday Road Greenville, center of street in front of door to

Latitude

0 | II

, R. 7 E., W!

see line 4>)

37 07 10.5 37 07 59-5

37 08 22.8 37 08 55.1

37 08 54-81 37 08 59-2 37 08 47-2 37 08 13.2

37 07 44.96 37 07 44.1

37 07 32.9 37 08 11 4

37 08 21.44 37 08 38.7 37 08 58.1 37 08 56.2

37 08 33-02 37 08 28.8 37 07 53.3 37 07 11 4 37 06 33-2 37 06 lb.2

37 06 Q4-5, 37 05 59.87

Longitude

0 | II

ST AND SOOTH

90 15 02.2 90 15 19-9

90 15 47-7 90 15 38.6

90 15 53-99 90 16 11.9 90 16 37.1 90 17 20.8

90 18 49.32 90 19 18.7

90 19 51.5 90 20 56.3

90 21 30.42 90 22 00.0 90 22 43-290 23 50.3

90 24 46.80 90 24 49-8 90 25 iq.4 90 25 58.6 90 26 19.990 26 50.490 27 10.4 90 27 24.31

Distance

Feet

CO

(2,938) 5,159

3,260 3,342

1,246 1.513 2,374 4,956

7,711 2,377

2,886 6,528

2,943 2,958 4,006 5,438

5.138 . ^95 4,313 5,295 4,2332,897

2,131 1,217

5. PROM POPLAR BLUFF QUADRANGLE AT SEC. 7, T. 27 N., R. 7 E., NORTHWEST TO GREENVILLE (by W. C. Elledge in 1931)


Chaonla, 2.6 ml. N. of, at Hogan Flats, 26 ft. S. and 10 ft. E. of rd. fork E., 12 ft. S. and 1 ft. E. of fence corner, in concrete post;

T-rd. N. -

Shook, 1.5 ml. S. of, 0.4 mi. N. of ford across Lost Creek, 13 ft. N. of Junction of Chaonla and Greenville-Wappapello rds.. in concrete

Shook, intersection of rd. tangents S. and W. -

Shook, 1.7 mi. NW. of, on Greenville-Wappapello rd., 700 ft. SE. of Frank T. Bennett's house, 24 ft. S. and 100 ft. E. 'of T-rd. S., 2 ft. N. of fence, in concrete post; standard tablet

Rd. fork N. .

Shook, k«5 ml. NW. of, on Greenville-Wappapello rd., 6.2 mi. SE. of Greenville, 23 ft. N. and 110 ft. W. of rd. fork NE. to Hickory Grove School, in concrete post; standard tablet

Greenville, 3.4 mi. SE. of courthouse, along Greenville-Wappapello rd., on top of ridge, 50 ft. N. of rd. forks, 30 ft. NW. of T-rd. S., in concrete post; standard tablet stamped "24 M 1931"

37 oo 02.7

37 00 13.87 37 00 36.5 37 00 49-0 37 01 13.2

37 01 26.79 37 01 53.4 . 37 02 33-8 37 03 12.8

37 03 37.71 37 04.38.3 37 05 14.7

37 05 28.18 37 05 32.7 37 05 50.8

37 06 03.38 37 05 58.2 37 05 58.4

90 20 47.6

90 20 44.05 ' 90 20 20.1 90 19 30.5 90 18 29.9

90 18 16.70 90 18 26.1 90 18 33.5 90 19 15.6

90 19 41.89 90 20 00.8 90 20 49-9

90 21 11.17 90 22 26.890 23 16.8

90 23 59.90 90 24 29.290 25 17.3

(4,469)

1,164 3,005^' 2J9 5,487

1,743 2,800 4,127 5,219

3,298 6,317 5,419

2,196 6,144 4,446

3,715 2,426 3,900


Station Latitude

37 06 05.53

37 05 59.87

Longitude

0 | It

90 26 32.58

90 27 2k. 31

Distance

Feet 6,lkOi,98k2,403

Magnetic declination in 193k, 5°

POPLAR BLUFF QUADRANGLE (Latitude 36°k5'-37°00'; longitude 90°15 1 -90°30 I

Butler, Stoddard, and Wayne Counties

1.. FROM PUXICO QUADRANGLE WEST ALONG ST. LOUIS-SAN FRANCISCO RAILWAY INTO WILLIAMSVILLE QUADRANGLE (by C. R. Fisher in 192k)

(Continued from Puxico quadrangle; see line 1.)

Station

Wapapello, 200 ft. SW. of St. Louis-San Francisco Ry. sta., 75 ft. S. of R.R., 75 ft. E. of loading pen, 25 ft. W. of rd., 3 ft. S. of telephone pole} Iron post stamped "Prim Trav

Chaonla, 3.6 ml. E. of, 0.8 ml. E. of St. Louis- San Francisco Ry. bridge over St. Francis River, 60 ft. S. of R.R., 25 ft. E. of rd. 5 iron post stamped "Prim Trav Sta No 16 F

St. Francis River, E. pier of bridge over

Chaonla, 60 ft. N. of St. Louis-San Francisco Ry., 50 ft. E. of post office, -at SW. corner of Dr. Holt's yard; Iron post stamped "Prim Trav Sta No 17 F 192k Mo 363"

OJibway, near St. Louis-San Francisco Ry, sta., 50 ft. S. of R.R., 25 ft. E. of post office, in field; iron post stamped "Prim Trav Sta

Latitude

0 | II

36 56 13.7 36 56 l4.2

36 56 05.8636 55 55-736 56 l8.9 36 56 31.1

36 56 5k. 37 36 57 2k.2 36 57 >5U-0 36 58 25.5 36 58 37.2

36.58 52.6k 36 58 36.3 36 58 32.1 36 58 £9,8 36 59 08.0 36 56 58.k

36 58 26.12 36 58 26.9 36 58 52-3 36 59 02.6

Longitude

.0| II

90 15 03.2 90 15 35-5

90 16 13.1590 16 k2.1 90 17 l8.5 90 17 57.6

90 18 ko.77 90 19 lU-1 90 19 2k. 2 90 19 kl.O 90 19 57-2

90 21 07.08 90 21 19.3 90 22 10.3 90 22 k6.7 90 23 k2.590 2k 19.0

90 2k 29.2890 25 10.2 90 25 39-k 90 26 26.9

Distance

Feet (k,080) 2,620

3,170 2,565 3,754 3,k26

k,220 k,052 3,121 3,k67 1,772

5,880 1,951 k,l59mk,2i5

1A93 3,318 3,5PO 3,991


Station

Taskee, 50 ft. W. of post office, 100 St. Louis-San Francisco Ry., in SW. of Morgan's yard; iron post stamped Trav Sta No 19 F 1921; Mo 39k*1

Ladero, R.R. at rd. crossing, near 3ta.

ft. N. of corner "Prim

Latitude

0 | II

^6 59 32.70 36 59 k2-7 36 59 kk-i

Longi tude

o i n

90 27 01. 5!). 90 28 11.990 29 33-6

Distance

Feet

k,lk7 5,794 6,636

(Continued in Willlamsville quadrangle; see line 1.)

2. FROM PUXICO QUADRANGLE AT SEC. 2k, T. 27 N., R. 7 E., SOUTHWEST TO WAPPAPELLO (by J. L. Sanders in 1926)

(Continued from Puxico quadrangle; see line 2.)

Rd. at lane S. Prim Trav Sta Ho 15 F 192k Mo 350 (previously

36 58 05.7 36 56 38.6

36 56 05.86

90 15 18.8 90 .15 50.7

90 16 '13.15

(2,772) 8,99k

3,775

FROM GREENVILLE QUADRANGLE AT SEC. 7, T. 27 N., R. 6 E., SOUTH TO TASKEE STATION (by J. L. Sanders in 1926)

(Continued from Greenville quadrangle; see line 2.)

Prim Trav Sta No 19 F 192k Mo 39k (previously36 59 55-7. 36 59 32.70 90 27. 01.5k

(7,328)

FROM WILLIAKSVILLE QUADRANGLE SOUTHEAST ALONG MISSOURI PACIFIC RAILROAD TO HENDRICKSON, THENCE SOUTHWEST ALONG ROADS INTO WILLIAMSVILLE QUADRANGLE AT SEC. k, T. 25 N., R. 5 E. (by D. R. Cabaniss in 1931)

(Continued from Willlamsville quadrangle; see line 3.)

R.R. at rd. crossing, 196 ft. W. of center of

Hendrickson, 180 ft. W. of W. end of Missouri Pacific R.R. depot, 25 ft. E. of rd. , 3 ft. SE. of fence post at NW. corner of depot yard, in concrete post; standard tablet stamped "2 M1Q21II ___ _ __ __._ __ __ ____ __ _. _ ___ ___ __ ___ __

Rd, at fence E., on line between sees. 2k and 25, T. 26 N., R. 5 E., 60 ft. N. of center of

Hendrickaon, 3.7 mi. S. of, 35 ft. S. and kO ft. W. of rd. fork W. , 12 ft. S. of fence corner, in concrete post; standard tablet stampedHz M TQZin _______________________ . _ __________

Rd. at lone, triangular-blazed pine tree S. of rd

(Continued In Williams vllle quadra

36 55 00.8

36 5k 27.0

36 5k 10.79 36 53 k9-7 36 53 11-k

36 52 57-9 56 52 31-9 36 52 19-3 36 51 k7-75

36 51 26.58 36 51 31.5 36 51 35.0

36 51 22.3

ngle; see lln

90 29 25.2

90 28 k5-5

90 28 08.90 90 28 2k. 2 90 28 21.6

90 28 06.290 26 07.1 90 28 IJ.l 90 28 28.3

90 28 kl-88 90 29 12.3 90 29 k6.k

90 29 53-2

e kO

(k,825)

k,689

3,398 2,k71 3,87k

i,8k7 2,627 1,366 3,k2k

2,k06 2,519 2,797

1,390

5. FROM EARVIELE QUADRANGLE AT SEC. 11, T. 2k N., R. 5 E., EAST TO SEC. k, T. 2k N., R. 6 E., THENCE EAST ALONG U.S. HIGHWAY 60 BY WAY OF POPLAR BLUFF INTO PUXICO QUADRANGLE (by D. R. Cabaniss In 1931)

(Continued from Harvlell quadrangle; see line 1.)

T. 2k N., R. 5 E. , cor.. sees. 1, 2, 11, and 12 Blazed lk-ln. elm tree painted "US 368,9 BM" S.

T. 2k N., R. 6 E., 0.3 ml. N. of T-rd. E. at SW. cor. sec. 6, 26 ft. E. of T-rd. W., 2 ft. E. of fence, in concrete post; standard tablet stamped "7 M 1931"

Crossroads, on line between sees. 5 an(i 6,

Rd. fork SW., 250 ft. W. of rd. fork NW. Rd. at fence N., 30 ft. W. of rd. at fence S. T. 2k N., R. 6 E., center of NW 1/j. see. k.

77 ft. W. and 28 ft. N. of U.S. Highway 60 at rd. W. , 2k ft. W. of fence corner, in concrete

36 k5 06.9

36 k5 11.8 36 k5 17.5

36 k5 22,29 36 k5 194 36 k5 23.6

36 k5 27.3 36 k5 39.2 36 k5 k3-6

36 k5 kk-57

90 28 59.5

90 28 k6.k 90 28 29.2

90 27 53.92 90 27 5k. 2 90 26 58.9

90 26 k2.6 90 26 02. k 90 25 37-k

90 25 22.29

(1,166)

1.17.0 l,5ik

2,912 290

k;5i7 1,381 3,k89 2,072

1,237


Station

Poplar Bluff, traffic signal at intersection of

Poplar Bluff, at S. entrance to Butler County courthouse, on top of guard of lower step. In limestone block; standard tablet stamped "9 M1951"

Missouri Pacific R.R. at street crossing, 12 ft. N. and 171. ft. W. from center of bridge over

Highway at crossing of St. Louis-San FranciscoRy. - -

Tps. 2k and 25 N. , Rs. 6 and 7 E., cor. of,

T. 2k N., R. 7 E., N. quarter cor. sec. 6,

T. 2lj. N., R. 7 E., sees. 5 and 6, 55 ft. W. and 37 ft. S. of U.S. Highway 60 at rd. S. at N. cor. of, 30 ft. W. and 1 ft. S. of fence corner, 85 ft. W. of gasoline pump, In concrete

T. 25 N., R. 7 E., S. cor. sees. 32 and 33, Junction of rd. N., 395 ft. W. of Junction of rd. S. at N. cor. sees, k and 5, T. 2k N. ,

Center of bridge over drainage ditch, on line between sees. 33 and 314., T. 25 N., R. 7 E.

Junction of rd. S., 238 ft. W. of center of

Junland School, near quarter cor. between sees. 3k and 35, T. 25 N. , R. 7 E. , 121 ft. SW. of SW. corner of school, 37 ft. N. and 50 ft- E. of crossroads, in concrete post; standard

.(Continued in Puxico quadrangle; a

Latitude

o i n

36 k5 k3.2 36 k5 U5.3 36 ij.5 26.7

36 1;5 22.2

36 14.5 22.27

36 14.5 21.136 k5 36.81 36 k5 k7-5

36 k5 57-7 36 1*5 57-2

36 k5 57.2

56 k5 55-9 36 k5 5k.k

36 k5 53.99 36 k5 54.0

36 k5 52.6 36 k5 51-77

3° k5 57 4 36 k6 ok- 5

36 k6 07.39 36 k6 lk'0

ae line 8.)

Longitude

o t n90 25 09.890 2k 08.190 2k.07.6

90 23 3k. 2

90 23 32.52

90 23 27.6 90 23 21.3k 90 22 k2.7

90 22 25. k 90 21 20.3

90 21 17.5

90 20 3k.k 90 20 Ok.8

90 20 02.19 90 19 k8.7

90 19 00.6 90 18 32.79

90 17 55-7

90 17 07.5

90 16 50.6k 90 16 05.6

Distance

Feet 1,019 5,026 1,875

2,755

138

LP 1,6673.325

l,7k6 5,299

22k

3,508 2,kl7

213 1,101

5,912 2,265

3,068

3,986

1425 3,885

6. PROM POPLAR BLUFF NORTHEAST ALONG ST. LOUIS-SAN FRANCISCO RAILWAY INTO PUXICO QUADRANGLE (by D. R. Cabaniss in 1931)

Highway at crossing of St. Louis-San Francisco

R.R. at rd. crossing, 2kO ft. SW. of center of

Poplar Bluff, 2.5 ml. NE. of, 2^0 ft. S. and k5 ft. W. of St. Louis-San Francisco Ry. at rd. crossing, k5 ft. W. of T-rd. E. near E. edge of levee, in concrete post; standard tablet

R.R. at fence W. , on line between sees. 19 and

Sawyer, R.R. at rd. crossing, 68 ft. SW. of

Sawyer, 0-5 ml. E. of, 14.30 ft. E. of St. Louis- San Francisc'o Ry. bridge 188.1;, k5 ft. N. of dim, private rd. crossing, 1 ft. W. of gate post, 1 ft. Inside of right-of-way fence, In concrete post; standard tablet stamped "3 H 1931" . .... . . .

R.R. at fence E. , 112 ft. SW. of center of bridge A-168.1

RjR. at private rd. crossing and fence E., 992

Switch point 0.2 mi. SW. of sta. at Rombauer

Rombauer, 1 mi. NE. of, l;2 ft. N. of W. end of St. Louis-San Francisco Ry. bridge A-185-1, 15 ft. W. of gate, 1 ft. N. of fence, in concrete post; standard tablet stamped "2 H 1931" .

36 k5 57-7 36 k6 3k.6

36 k6 k7-k7 36 k6 k9-9 36 k7 17.1

36 k7 39-5 36 k7 55.5 36 k8 13.0 36 k8 27. k

36 k8 kk-5

36 k9 02.86

36 k9 07.6 36 k9 31.5

36 k9 57-7 36 50 23.7 36 50 35.8

36 51 19.32

90 22 25. k

90 21 36.0

90 21 15.78 90 21 IS. k 90 20 38.8

90 20 08.890 19 k7-3 90 19 23.9 90 19 ok-k

90 18 ki-5

90 18 17.7k

90 18 10.6 90 17 38.k

90 17 12.9 90 16 58.0 90 16 51.1

90 16 25. 3k

5,k80

2 '°ll cHo

k,053

3,323 2,388 2,59k 2,157

2,539

2,679

3.143,362

2,899

1,339

k,875


Station

R.R. at rd. R.R. at rd. crossing, 704 ft. SW. of center -of

Latitude

0 1 II

36 51 35-1

*{, R? 11 .R

Longl tude

0 I II

90 16 07.2

QO m ?o.fl

Distance

Feet 2,170

<^.?Q*

(Continued in Puxico quadrangle; see line 9«)

7. FROM HENDRICKSON SOUTHEAST TO POPLAR BLUFF (by D. R. Cabaniss in 1931)

Rd. fork NE., 374 ft. NW. of crossing of R.R.

Wilby, 650 f.t. N. of garage, 105 ft - N - of °ld U.S. Highway 67 at rd. Junction, 5 ft. W. of fence corner, In concrete post; standard

Rd. fork N.

Rd. at fences E. and W., on line between sees. 5

Rd. fork W.

Missouri Pacific R.R. main track at rd. crosslng- Hilllard, 22 ft. E. of J. M. Sllger's grocery

store, 42 ft. W. and 30 ft. S. of Missouri Pacific R.R. at rd. crossing, in concrete post;

Marble Hill School, 0.2 mi. N. of, near center of S 1/2 sec. 22, T. 25 N., R. 6 E. , 45 ft. E. and 15 ft. N. of T-rd. S., in concrete post;

T. 25 N., R. 6 E., quarter cor. betv;een sees. 22

T. 25 N., R. 6 E., quarter ecu*, between sees. 27 and 34, T-rd. W. (now U.S. 'Highway 67)

Poplar Bluff, canter of street intersection Ppplar Bluff, street in front of Mark Twain

36 54 10.79 36 54 16.1 36 53 39.1 36 53 3p-4 36 53 24-7 36 53 02.5

36 52 56.4

36 52' 16.21 36 52 09.4 36 51 52.5 36 51 50.1 36 51 39-3

36 51 16. ? 36 50 54-B 36 50 50.8 36 50 38.2

.3'6' 50 16.2 36 50 12.3 36 fo 37-3

36 49 31.12 36 49 17.8 36 49 09.6 36 49 04.7 36 48 51.5 36 48 38.6 36 4s 20.1

36 47 57.9536 47 45-9 36 47 18.5 36 47 15-2 36 47 05.5

3646 52.2 36 46 16.8

36/45 56.8 36 45 43-4 36 45 22.27

90 28 08.90 90 28 07.0 90 27 17.6 90 27 10.090 27 09.4 90 26 52.4

90 26 42.8

90 26 23.11 90 26 23.2 90 26 22.6 90 25 55.2 90 25 49-5

90 25 48.2 90 25 37.3 90 25 25.0 90 25 27.^6 90 25 22.1 90 25 11.490 25 01.6

90 25 00.89 90 25 22.9 90 25 20.690 25 15.390 25 06.090 4 54.590 24 33.3

90 24 00.57

90 24 00.8 90 24 01.190 24 01.2 90 24 01.4

90 24 01.8 90 24 03.690 24. 07.490 23 48.0 90 23 32.52

5605,481 1,079

578 2,642

990

Hll 1,6792,2k5 1,185

2,327 2,354 1,0861,2802,267951

3,630

627 2,243eli 658 1,5401,602 2,548

3,479

1,317 2,676

327 980

1,354 3,580

2,041 2,078 2,460

8. FROM HENDRICKSOH EAST TO WAPPAPELLO (by D. R. Cabanlas in 1931)

^(j fork N* __ ..... _ ... ...

T rd W .... ... ..... . .T. 26 N., R. 6 E. , quarter cor. between sees. 15

and 16, 25 ft. N. and 27 ft. E. of T-rd. N., in concrete post; standard tablet stamped "8 H 1931"

Rd. fork NE.

36 54 16.1 36 54 16-6 36 54 14-7 36 54 10.3 36 54 11.4 36 54 11.0 36 54 15-3 36 54 17.3 36 54 34.0 36 54 41-9 36 54 ki.4 36 54 41.1 36 54 4i-4 36 54 41-7

36 54 16.16 36 54 21.0 36 54 35.0 36 54 36.3 36 54 39-1

90 28 07.0 90 27 40-5 90 27 19.7 90 27 01.690 26 41.9 90 26 23.7 90 26 12.3 90 26 07.2 90 25 48.8 90 25 44-9 90 25 09.J90 24 54.890 24 29.0 90 24 24-8

90 24 25.06 90 24 0§.8 90 23 40-7 90 23 22.5 90 23 18.7

2,150 1,697 1,528 1,615 1,479 1,030 460

2,2578»2,886 1,1822,094

342

2,583 1,3292 '75S1,488417


Station

Bluewater School, 1.4 mi- E. of, 375 ft. E. of house, 18 ft. N. and 15 ft. E. of rd. forks, 25 ft. NE. of culvert, in concrete post;

T. 26 N., R. 7 E., sees. 17, 18, 19, and 20, 28 ft. E. of T-rd. W. at cor. of, 3 ft. inside of fence corner, in concrete post; standard

Rd. fork W. :

Rd. fork SW.

Little Brushy School, 1 mi. E. and 0.2 ml. N. of, 22 ft. W. of T-rd. E. , 3 ft. inside of fence corner, in concrete post; standard tablet


T. 26 N., R. 7 E., center see. 11, T-rd. W.

Rd. corner from S.-E. on Butler-Wayne county line St. Francis River, center of bridge over

Prim Trav Sta No 15 P 1924 Mo 350 (previously

Latitude

q I H

36 54 41.6 36 54 41.3 36 54 41.4 36 54 50.2

36 54 55-66 36 55 o4.o 36 55 07.9 36 55 21.5 36 54 514-4 36 54 43.4 36 54 14-9 36 53 53-3

36 53 47.56 36 53 56-1 36 54 03.6 36 54 07.5 36 54 09.9 36 54 ii.o 36 54 14.736 54 19.836 54 21.7 36 54 21.7 36 54 20.7 36 54 20.1

36 54 33-06 36 54 32.8

36 -jk 57-7 36 54 55-7 36 55 iS.k 36 55 21.8 36 55 4,1-7 36 55 54-o 36 56 01.6

36 56 05.86

Long! tude

0 | II

90 22 46.0 90 22 38.2 90 22 3k. 2 90 22 18.6

90 22 05.32 90 22 04.9 90 21 54.0 90 21 25.6 90 21 10.490 21 10. i 90 21 10.890 20 29.1

90 19 56.05 90 19 48.8 90 19 28.0 90 19 18.2 90 19 10.5 90 18 51.8 90 18 51.5 90 18 35-3 90 18 02.8 90 17 57-5 90 17 30.2 90 17 14.0

90 17 14.08 90 17 03.6

90 16 39.9 90 16 07.6 90 16 05.7 90 16 03.090 15 55-4 90 16 06.6 90 16 06.4

90 16 13.15

Distance

Peet 2,668

635 329

1,546

1,211 843

2,685 3,006 1,107 2,887 4,033

2,745 1,046 1,850

889 670

i,54l3762^652 430

2,212 1,322

1,109 §55

3,165 2,633 2,3044os

2,097i,544765

700

9. PROM CHAONIA NORTH INTO GREENVILLE QUADRANGLE AT SEC. 7, T. 27 N., R. 7 E. (by W. C. Elledge in 1931)

Prim Trav Sta No 17 P 1924 Mo 363 (previously

(Continued in Greenville quadrangl

36 58 52.64 36 59 02.4 36 59 19.1

e; see line 5

90 21 07.08 90 21 lk.0 90 20 56.2

1,141 2,217



HARVIELL QUADRANGLE (Latitude 36°30'-360k5'; longitude 90°15'-90°30')

Butler County

/ R6E R 7 E

'f

V

T 22 N

1. FROM ACORN QUADRANGLE AT SEC. 23, T. 2k N., R. 5 E., NORTH INTO POPLAR BLUFF QUADRANGLE AT SEC. 11, T. 2k N., R. 5 E. (by D. R. Cabanlas In193D

(Continued from Acorn quadrangle; see line 1.)

Station

Rd. fork NW.

Latitude

0 | II

36 k2 55436 £3 15.836 k^ kS.l*36 yj. oo.i36 kl; 09.6

Longitude

0 | II

90 29 kj.090 29 28.090 29 35-090 29 51.990 29 57.7

Distance

Feet (3.121)2,3983.451,9561,073

T-rd. S. Rd. fork N.

(For balance In Acorn quadrangle, see line 1.)

36 kk k7.2 36 kk 59.5

90 29 28.6 90 29 10.k

(Continued In Poplar Bluff quadrangle; see line 5.)

(3.115) 1,926

Magnetic declination In 1930, 5° 30' E.


ACORN QUADRANGLE (Latitude 36°50'-36 Qk5'; longitude 90°30'-90°k5')

Butler and Rlpley Counties

I R4E R 5E "

1. PROM WILLIAMSVILLE QUADRANGLE AT SEC. 9, T. 21; N., R. 5. E., SOUTH TOSEC. 28, T. 21; N., R. 5 E., THENCE NORTHEAST INTO HARVTELL QUADRANGLE AT SEC. 11, T. 24 N., R. 5 E. (by D. R. Cabaniss in 1931)

(Continued from Willlainsvllle quadrangle; see line 4-)

Station

Bay Springs Church, crossroads at SW. corner of

Rd. at fence W. and timber line E. on line between sees. l6 and 21, T. 24 N., R. 5 E. -

Berry triangulation sta.; U.S.C. & G.S. standard

T. 21). N., R. 5 E., cor. sees. 21, 22, 27, and'28-

Latitude

0 I II

36 hk 4o.o36 kk 35-436 kl; 00.9

36 [4.3 21.8 36 43 10.036 k2 554

36 k2 11.Q236 42 16. k36 k2 29.636 42 47-936 42 55-5

Longitude

0 t "

90 31 lp.,690 31 57-5 90 31 58.3

90 31 58.6 90 31 58.790 31 58.7

90 31 14.8.6990 31 42.590 31 10.1 90 30 lj.9.0

Distance

Feet

(3,280)1,3763,460

3,961 1,20kl,U66

4,46 5

2,9572,5252,375

(For balance in Harvlell quadrangle, see line 1.)

T. 2k N., R. 5 E., cor. sees. 10, 11, Ik, and 15-'T. 2k N., R. 5 E., in SE 1/k sec. 10, 220 ft. N.

of rd. forks, 28 ft. NW. of bend In rd. from E.to S., on E. bank of Cane Creek, opposite ford,in concrete post; standard tablet stamped "6M 1931" ~

Junction of private rd. NW.

36

3636

44

4444

13

2234

(Continued in Harvdell quadrangle; see line

.2

.65

.6

90

90 90

1.)

30

30 30

01.1

on QctU.Op03.5

(457)

-\ Q£n1,0071,859

2. FROM DONIPHAN QUADRANGLE EAST ALONG STATE HIGHWAY Ik TO SEC. 8, T. 23 N., R. 5 E., THENCE NORTHEAST ALONG ROADS TO SEC. 28, T. 24 N., R. 5 E. (by W. R. Broaddus in 1931)

(Continued from Doniphan quadrangle; sqe line 1.)

Donlphan, 5 mi.-E. of, along State Highway Ik, 30 ft. S. and 21]. ft. W. of highway at rd. S., 2 ft. S. and 8 ft. W. of fence corner, in concrete post; standard tablet stamped "T T 62 B 1931" -

Center of bridge over .creek Junction of rd. SE. - Highway at culvert - Crossroad Flatwoods, 1 ml. S. and 0.2 ml. W. of post

office, 28 ft. S. and 31 ft. E. of State Highway lk( at crossroad, Ik ft. E. and 2 ft. N. of fenc'e corner, in concrete post; standard tablet stamped "T T 63 B 1931"

Junction of private lane S.

36 39 O6.k5 36 39 08.6 36 39 52.2 36 39 57-9 36 39 57-5

36 39 56.95 36 39 57-1

90 kk 49.07 90 44 33-7 90 1+k 01.6 90 k3 28.5 90 lj.2 36.2

90 k2 03.13 90 kl 25.9

(4,03,6) 1,274 5,124 2,759

2,6943,032


Station

Falrdealing, 1.8 ml. W. of, along State Highway 14, 3U ft. S. and 32 ft. E. of highway at crossroad, 12 ft. E. and 2 ft. N. of fence corner, in concrete post; standard tablet

Falrdealing, 1.5 mi. E. of, "along State Highway lU, about UOO ft. E. of Stroud's general store, 27 ft. S. and 25 ft. W. of highway at Butler- Rlpley county line, Ij ft. W. and 2 ft. N. of fence corner, in concrete post; standard tablet

Pairdeallng, (4.. 6 mi. E. of, along State Highway 14, 1 mi. W. of Junction of U.S. Highway 67, JO ft. S. and 31 ft. W. of highway at cross road, 10 ft. W. and 2 ft. N. of fence corner, in concrete post; standard tablet stamped

T-rd. R. Berry trlangulatlon sta. (previously described) -

Latitude

0 | II

36 39 57-136 39 57-036 39 5U.636.39 5U-5

36 39 5k. 01).36 39 5U-136 39 53-536 39 U5.236 39 39-8

36 39 38.7536 39 40.336 39 51-236 39 51.0

36 39 50.0536 Ij.0 IA. 636 la 37.036 U2 03.136 14.2 03.236 U2 11-9?

Longl tud e

0 1 II

90 14.1 08.790 Uo 57.190 39 53-U90 39 21.0

90 38 14.8.3690 38 16.090 37 142.690 37 01.790 36 36.9

90 35 32.29 90 3k 27.590 314. 02.390 33. 21.3

90 32 16.81on xo T c o90 32 15-390 32 15.090 31 {4.2. s 90 31 k8.69

Distance

Feet 1.U059kO

2,6kO

2,7303.U3U

c 9<fl

5,279 2,3313,3UO

5 OcQ

5.5165.3002|6k5

1,011

FROM DONIPHAN QUADRANGLE AT SEC. 16, T. 2k N., R. 3 E., NORTH INTO WILLIANSVILLE QUADRANGLE AT SEC. 10, T. 2k N., R. 3 E. (by W. R. Broaddus in'1931)

(Continued from Donlphan quadrangle; see line 3.)

Rd. fork SE.Little Black

In front of triangular-blazedRiver, center of ford across

tree -

...... .

363t 36

uuft44-

10.5U5.-U U9-7

90 k90 k 90 U

U 28U 07 U 12

I). 9 7

(33,W),9g7589

k. FROM SEC, 9, T. 23 N., R. 3 E., SOUTH INTO DONIPHAN QUADRANGLE AT SEC. 33, T. 23 N., R. 3 E. (by C. W. Williams In 1935)

T-rd. E. _T. 23 N., R. 3 E., quarter cor. between sees. 21

Pulaskl, Missouri Pacific R.R. at rd. crossing Pulaskl, O.k mi. S. of, 27 ft. N. and 21 ft. W.

of T-rd. W. at quarter cor. between sees. 28 and 33, T. 23 N., R. 3 E. , In corner of fences N. and W., In concrete post; standard tablet

T. 23 N., R. 3 E., S. quarter cor. sec. 33,

36 39 O6.k5 36 38 23.2 36 57 k6.7

36 37 22.0 36 36 14.9.5

36 36 28.55

36 35 36.8

90 kk 14.9.07 90 kk k9.6 90 l|U 50.1

90 kJ4 50.7 90 Ijk. 51.1

90 kk 51. 9U

90 kk 52.5

k.Ylk 3,695

2,500 3,280

2,123

5,237

(Continued In Donlphan quadrangle; see line 7-)

Magnetic declination in 1929, 5° 30' E.


WILLIAMSVILLE QUADRANGLE (Latitude 36 045'-37000'; longitude 90 030'-90°45')

Butler, Carter, Rlpley, and Wayne Counties

R3 E R4E

1. PROM POPLAR BLUFF QUADRANGLE SOUTHWEST ALONG ST. LOUIS-SAN FRANCISCO RAILWAY INTO GRANDIN QUADRANGLE (by C. R. Fisher in 19214.)


Station

Mllepost 199, about 800 ft. E. of; iron post

Willlamsville, crossing of Missouri Pacific R.R.- Willlamsvllle, 60 ft. SW. of St. Louis-San

Francisco and Missouri Pacific R.R. crossing, in NE. corner of hotel yard; iron post stamped

Wllliamsville, 3 mi. W. of, along St. Louis-San Francisco Ry., 950 ft. W. of milepost 205, l60 ft. E. of R.R. at rd. crossing, 60 ft. S. of track; iron post stamped "Prim Trav Sta No 22 F 1924 Mo 467"

Upalika, across from post office, 80 ft. S. of St. Louis-San Francisco Ry., 25 ft. W...of rd., 2 ft. E. of fence; iron post stamped "Prim Trav ,

R.R. at chiseled square, 0.4 mi. W. of Upalika

Orchard Switch, 200 ft. E. of signboard, 100 ft. S. of Stl Louis-San Francisco Ry. , at E. end of siding, at NE. corner of W. N. Potter's yard; iron post stamped "Prim Trav Sta No 24 F

Ellsinore, 120 ft. S. and 75 ft. E. of St. Louis- San Francisco Ry. sta., 20 ft. N. of rd., 30 ft. E. of N.-S. rd.; iron post stamped "Prim

Latitude

0 | II

36 59 40.3336 59 36.636 59 12.536 58 11.8

36 58 11.5036 57 53-9

36 57 10.0336 56 50.7

36 56 13.1

36 4 28.936 56 45.5 36 56 46.9

36 57 06.13

36 55 55-9236 55 55-2

Longitude

0 | II

90 30 15.19 90 30 57-690 32 31.7 90 32 47-0

90 32 47-6890 33 p4-7 90 33 42.290 34 40.1

90 35 28.35 90 3fa 54-890 36 57-290 38 06.7

90 38 23.9490 38 42.9 90 39 50.4

90 43 25.290 44 29.8

90 44 48.8

Distance

Feet

(5,395)3,4578,0146,263

632,252 3,6604,736

4,3077,2822,2095

n£*

2,2745,733 6, Olj.0

5,0099,133. 5,256

511

(Continued in Grandin quadrangle; see line 1.)

2. FROM WILLIAMSVILLE NORTHWEST ALONG MISSOURI PACIFIC RAILROAD INTO PIEDMONT QUADRANGLE (by C. R. Fisher in 1924)

Prim Trav Sta No 21 F

T. 27 N., R. 5 E., cor

1924 Mo

. sees.

392

.19,

(previously

20, 29, and...30- 36

36r Q

5811.5010. e

9090

32 33

47.6806.9 1,562


Station

Wllllamsvllle, 2.5 ml. NW. of, along Missouri Pacific R.R., 100 ft. N. of rd. crossing, opposite T-rd. SW. , In rock; standard tablet stamped "Prim Trav Sta No 52 P 192k 1925 W"

Latitude

O | ft

36 58 21.0

36 58 kk.37 36 59 19.2

Longitude

o i n 90 3k 28.0

90 35 22.63 9lb 36 22.9

Distance

Peet 6,651

5,023

(Continued In Piedmont quadrangle; see line 1.)

3. PROM WILLIAMSVILLE SOUTHEAST ALONG MISSOURI . PACIFIC RAJLROAD INTO POPLAR BLUFF QUADRANGLE (by D. R. Cabanlss In 1931)

Prim Trav Sta No 21 P 192k Mo 392 (previously

R.R. at switch point, 603 ft. N. of R.R. at

Wllllamsvllle, Ij. ml. SE. of, along Missouri Pacific R.R., 0.1| ml. NW. of Keener, 32 ft. E. of post on Butler-Wayne county line, 50 ft. E. of NE. rail of track, 10 ft. SE. of bank of small creek, 1 ft. W. of fence, In concrete

(Continued In -Poplar Bluff quadran

36 58 11.50 36 58 02.5 36 57 39..1

36 57 16.8 36 56 50.8 36 55 50.6

36 55 '35. 7k 36 55.21.6

gle; see line

90 32 k7.68 90 32 29.6 90 31 k3.2

90 31 ok.i 90 30 594 90 30 58. Q

90 30 k2.7T 90 30 18.5

k>)

1»725uA?3,8.93 ; 2,655 6,093

1,989 2,te3

1).. PROM POPLAR BLUFF QUADRANGLE AT SEC. k, T. 25 N., R. 5 E., SOUTH INTO ACOEN QUADRANGLE AT SEC. 9, T. 2k N., R. 5 E. (by D. R. Cabanlss

In 1931) (Continued from Poplar Bluff quadrangle; see line k.)

Martin trlangulation sta.; U.S.C. & G.S. standard

T Wl W ___ ______ __ _ __ ___ _

Poplar Bluff, 8.5 ml. NW. of, along U.S. Highway 60, In top of SW. end of SE. concrete abutment of bridge over Cane Creek; standard tablet

Rd. forks -

T ri w _ __ _ _

Bay Springs Church, 2 ml. N. of, 0.3 ml. E. of bridge over Cane Creek, 55 ft* " °^ wall boxes In triangle at rd. fork N. , Inside' of fence at N. edge of rd;, In concrete post; standard

T J Q

(Continued In Acorn quadrangle; se

36 51 13.6 36 51 07.5

36 50 k9.0k 36 50 32.6 36 50 17-9 36 C9 U.O36 lj.9 oo.i36 k8 k9.7 36 k7 56.9

36 k7 53. k2 36 k7 21.3 36 k7 18.1 36 £6 56.1 36 li.6 1^.2

36 k5 57.76 36 k5 53-3 36 k5 12.3

e line 1.)

90 30 18.5 90 30 57-1

90 31 13.06 90 31 36.7 90 31 23.5 90 31 25.0 90 31 33.1 90 31 26.2 90 31 26.8 .

90 31 15.01 90 31 15.6 90 31 01.3 90 30 5k.9 90 31 08.3

90 31 08.22 90 31 32.L 90 31 37.6

(2,238) 3,198

2,270 2,Sk2 1,835 3.733 11,186 1,188 5,31*6

1,017 3,250 1, 20k 2,286 1^,382

1,656 2,021 k,i66

PROM ACORN QUADRANGLE AT SEC. 10, T. 2k N., R. 3 E., NORTH TO SEC. 30, T. 26 N., R, k E., THENCE NORTHWEST ALONG U.S. HIGHWAY :60 INTO GRA-NDIN QUADRANGLE (by W. R. Broaddus In 1931)

(Continued from Acorn quadrangle; see line 3«)

T. 2k N., R. 3 E., about 0.2 ml. S. of cor. sees. 3, k, 9, and 10, 15 ft. S. and 25 ft. E. of rd. forks, on N. side of Little, Black River Valley, Inside of fence corner, In concrete post; standard tablet stamped "T T 68 B 1931 k22n -

T-rd. E. , on line between sees. 27 and 3!).,

36 Ii5 55.236 £6 16.2Zf Y.f oo O

36 k6 57.0

90 kk 05.5190 k3 k2.790 k3 1^5.690 k3 1^.6

90 k3 5l.lt

(1A75)5 cQo

2 >}y>/D-l

3,k77


Station

Pine Valley School, 36 ft. N. and 68 ft. W. of, In SE 1/4 NW 1/4 sec. 27, T. 25 N., R. 3 E., 22 ft. E. of rd., 4 ft. S. and 3 f:t. E. of NW. corner of schoolyard, in concrete post; standard tablet stamped !'T T 69 B 1931 6ok"

Rd. at fence E., on line between sees. 22 and 27,T OC W P 7. T?

Pence corner N. of rd. Jog, on Carter-Ripley

Junction of lane W. on line between sees. 10 and

Thompson Chapel, 1.3 ml. HE. of, in NE 1/1; sec. 10, T. 25 N., R. 3 E., 93 ft. S. and kO ft. W. of County Route B at crossroad, 9 ft. S. and 3 ft. W. of fence corner, in concrete post; standard tablet stamped "T T

Grandln, 8-3 mi. E. of, 106 ft. SW. of Ten Mile Creek at crossing of old Doniphan-Greenvllle rd., 22 ft. NW. of rd., 26 ft. S. 35° E. of triangular-blazed l8-ln. elm tree, in concrete post; standard tablet stamped "T T 71 B 19J1"*-

Ellslnore, 6.8 mi. SE. of, along U.S. Highway 60, 28 ft. N. and 43 ft. E. of highway at Junction of E. fork of County Route B, in concrete post; standard tablet stamped "T T 72 B 1931 750"

Ellsinore, 34 ml' SE. of, along U.S. Highway 60, 27 ft. S. and 29 ft. E. of highway at rd. S., 5 ft. N. and 17 ft. E. of .fence corner, in concrete post; standard tablet stamped "T T

Prim Trav Sta No 25 P 1921; Mo 710 (previously

(Continued in Grandin quadrangle;

Latitude

o i n

36 47 22.91 36 47 36.1

36 47 48.8 36 48 12.6

36 48 41.2 36 49 08.3

36 49 33.3

36 50 17.22 36 50 33.2

36 51 01.0036 51 33.5 36 52 10 4

36 52 48.78 36 52 51.2 36 53 00.8 36 53 504 36 53 29.6

36 53 29.09 36 53 50.7 36 55 59-9 36 & 37.1 36 55 28.2

36 55 55.92

see line k.)

Longl tude

o i n

90 43 46.07 90 43 38490 43 27.590 43 11.090 43 09.2 90 43 05.7

90 43 09.3

90 43 20.87 90 k2 22.2

90 kl 06.52 90 kl 12.0 90 40 46.1

90 kO 26.01;90 40 38.190 1;! 19.1 90 42 46.2 90 43 06.9

90 4} 45.0290 44 23.790 kk 264 90 kk 32.390 14 fa. 290 14 42.62

Distance

Feet

2,658 1471

1,562 2,758

2,889 2,756

2,542

4,544 5,032

6,7663,31k 4,287

4,2071,0073473 7,752 1,679

3,096 3,827

95J3,798 5,30k

2,833

6. PROM SEC. 30, T. 26 N., R. k E. , SOUTHEAST ALONG U.S. HIGHWAY 60 TO SEC. 21, T, 25 N., R. 5 E. (by W. R. Broaddus in 1932)

T T 72 B 1931 750 (previ&usly described)

Ellsinore, 9.6 mi. SE. of, along U.S. Highway 60, kO ft. N. and 20 ft. E. of highway at Junction of dim rd. N., 25 ft. N. and 70 ft. W. of NW. corner of A. B. Short's house, in concrete post; standard tablet stamped "T T 15 B 19327pzn _ _____________________ __

Ellsinore, 12.7 mi. SE. of, along U.S. Highway 60, 30 ft. SW. of highway, 50 ft. N. and 70 ft. W. of NW. corner of Scott's filling sta., in concrete post; standard tablet stamped "T T

Ellslnore, 16.1 ml. SE. of, along U.S. Highway 60, 12.6 ml. NW. of Poplar Bluff, jk ft. S. and 22 ft. W. of highway at rd. S., In concrete post; standard tablet stamped "T T 17 B 1932 558" _ .._ -_- __- ___- -

Poplar Bluff, 10-5 mi. NW. of, along U.S. Highway 60, about 1,000 ft. SE. of I. M. Kearby's house, 30 ft. S. of highway at fence S. along W. side of dim rd., in concrete post; standard

36 52 48.78' 36 52 514 36 52 58.0 36 53 06.8 36 .52 57-0

36 52 46.70 36 51 11.2

36 50 52.79 36 50 £1.5 36 50 22.136 £9 42.6

36 49 18.01; 36 49 lk.9

36 48 30.50

90 kO 26.01;90 40 12.9 90 39 40.490 38 51.190 38 oi.o

90 37 29.14 90 36 55-2

90 36 19.0790 35 45-1 90 3!; 15.0 90 31; 06.3

90 33 56.17 90 32 52.2

90 32 14.ik

1,1002,728 4,103 4,185

2,768 10,535

3481 2,985 7,585 4,057

2,606 5,216

4,537

It was reported that this monument was reset 31 ft. N. 70° W. of above described loca ,ion and position.


Station Latitude

36 L8 14.4 36 k8 10.3 36 48 10.936 ur 59.236 47 53-42

Longitude

0 t II

90 32 11.0 90 32 07.5 90 31 42.2 90 31 30.0 90 31 15.01

Distance

Feet3,114-7

500 2,0514. . Ir5fc1,355


PIEDMONT QUADRANGLE (Latitude 37°00'-37 015 I ; longitude 90°30'-90°45')

Carter, Reynolds, and Wayne Oountles

\

1. PROM WILLIAMSVILLE QUADRANGLE NORTHWEST ALONG MISSOURI PACIFIC RAILROAD INTO DBS ARC QUADRANGLE (by C. R. Fisher in 19214.)

(Continued'from Wllllamsvllle quadrangle; see line 2.)

Station

Granite Bend, 250 ft. N. of Missouri Pacific R.R. sta. sign, 14.0 ft. W. of track, 150 ft. N. of rd. crossing, In limestone ledge; standard tablet stamped "Prim Trav Sta No 53

Mill Spring, 2 mi. SE. of, on W. side of Missouri Pacific R.R., in S. abutment of girder bridge il|l| ; standard tablet stamped "Prim Trav Sta No 5(4. F 1924 W 1925"

T. 27 N. f Rs. 3 and 4. E. , N. cor. sees. 1 and 6 - Mill Spring, 750 ft. SE. of Missouri Pacific R.R.

sta., 20 ft. W. of Mill Spring, in limestone ledge; standard tablet stamped "Prim Trav Sta

Mill Spring, R.R. at rd. crossing, 150 ft. N. of

Leeper, 250 ft. N. of Missouri Pacific R.R., in W. side of steps to Ozark Hotel; standard tablet stamped "Prim Trav Sta No 56 F 1924 W

Piedmont, 3 ml. S. of, 30 ft. N. of concrete milepost 130, on W. side of Missouri Pacific R.R., In stone approach to bridge over McKenzie Creek; standard tablet stamped "Prim Trav Sta

Carter, R.R. at'rd. crossing, 40 ft. N. of switch

Piedmont, at S. limits of, R.R. at switch stand Piedmont, at NW. corner of American Hotel, in

concrete poroh; standard tablet stamped "Prim

Latitude

o i n

37 00 30.36 37 01 24.3 37 01 4.5.8

37 02 04.71 37 02 53.2

37 03 35.70

37 03 14.1.9

37 Ok 23.24 37 04 51.2 37 05 17.1 37 06 20.1

37 06 53.53

37 07 23 .k 37 08 29.8

37 09 15.20

Longitude

o i n

90 36 43-87 90 37 23.4 90 38 30.2

90 29 20.03 90 40 30.5

90 40 53.65

90 4! 02.7

90 k2 16.5590 42 33.990 L2 39.7 90 42 55.6

90 43 03.43

90 43 00.790 ijl> 22.3

90 41 50.36

Distance

Feet

<1:P>5,834

4,469 7,529

4,686

964

7,297 3,160 2,650 6,502

3,43.5

3,027 7, MX)

5,269


Station


T. 29 N., R. 3 E., cor. sees. 14, 15, 22, and 23-

Piedmont, 3 mi. N. of, on W. side of Missouri Pacific R.R. track, 200 ft. E. of concrete house, in W. end of S. pier of steel bridge; standard tablet stamped "Prim Trav Sta No 59P I QPli W 1O9£l _ _ __ _ _ __

Platow, R.R. at switch point at N. end of sta.

Gads Hill, 250 ft. N. of Missouri Pacific R.R. sta., 100 ft. E. of store of E. W. Pits, 2 ft. S. and 4 ft. W. from NE. corner of old shed (inside shed),; standard tablet stamped "Prim

Latitude

0 | II

37 09 18.8

37 09 57.0 37 10 43-3 37 10 49.1 37 ll 16.7

37 ll 32.38 37 ll 53-6 37 12 51-0 37 13 17-1

37 14 17-67

Longitude

0 1 II

90 41 48.1

90 4l 29.690 41 56-390 42 00.390 4i 58.5

90 42 08.6490 42 22.8 90 42 51.19042 47.9

90 41 47-10

Distance

F.eet 406

4,1525 -Bi 2,796

1,7892,439 6,235 2,653

7,857(Continued in Des Arc quadrangle; see line 1.)

2. PROM GADS HILL WEST INTO RUBLE QUADRANGLE AT SEC. 29, T. R. 3 E. (by C. R. Fisher in 1924)

30 N.

Prim Trav Sta No 60 P 1924 w 1925 845"

T-rd. W. _ ____.___ . ________37 14 17-67 37 14 07-2 37 14 09.2 37 14 25.8 37 Hi. 41-8

90 ki 47-10 90 42 45-2 90 43 43-7 90 LL. 11.9 90 44 42.5

4,820 4,730 2,637 2,955

(Continued in Ruble quadrangle; see line 4-)

3. PROM GREENVILLE QUADRANGLE WEST ALONG STATE HIGHWAY 34 TO PIEDMONT (by J. L. Sanders in 1926)

(Cbntinued from Greenville quadrangle; see line 1.)

St. Francis River, center of bridge over -

Patterson, 2.2 mi. E. of, along State Highway 34, 1 mi. W. of steel bridge over St. Francis River, 0.2 mi. W. of J. E. Black's house, at curve in rd. at entrance to steep valley, in E. end of.N. wing wall of concrete culvert; standard tablet stamped "P T Sta No 74 S 1926 396" -

T. 29 N., R. 5 E., cor. sees. 7, 8, 17, and 18,

Patterson, 0-5 ml. W. of, at bend In State Highway 34, In W.. end of S. wing wall of concrete culvert; standard tablet stampednp m o^n Uri *7C Q 1O?£" A

Piedmont, 6.2 ml. NE. of, along State Highway 34, 500 ft. E. of S. P. Holmes 1 store and filling sta., in W. end of S. wing wall of concrete culvert; .standard tablet stamped "P T Sta

Piedmont, 3 mi. NE. of, along State Highway 34, in NW l^j. sec. 19, T. 29 N. , R. 4 E. , 200 ft. E. of H. S. Smith's house, In E. end of N. wing wall of concrete culvert; standard tablet

Piedmont, intersection of Broadway and Fir

Prim Trav Sta No 58 F 1924 w 1925 502

37 11 40.0 37 11 25.1

37 11 32.51 37 11 45-B

37 11 44-6 37 ll 26.4 37 ll 17-4

37 ll 30.56 37 11 35.0 37 ll 44.7

37 ll 53-57 37 ll 31-0 37 ll 08.2

37 10 29.93 37 10 10.5 37 10 00.4 37 09 30.5

37 09 16.6

37 09 15.20

90 30 12.9 90 30 54-7

90 31 07.07 90 31 42.4

90 32 00.5 90 32 18.7 90 33 03.1

90 33 42.98 90 34 52.4 90 35 30-7

90 36 32.99 90 37 03.6 90 37 46.8

90 39 25.70 90 40 23.2 90 40 59-5 90 4l 31 4

90 41 44-2 90 41 50.36

(6,337) 3,704

1,253 3,159

1,466 2,356 3,700

3,492 5,633 3,251

5,122 3,367 4,187

8,890 5,046 3,118 3,971

1,743

. 518

* Reported destroyed by 0. G. Johnson July 20, 1938.1782200 39 6


Station Latitude

0 , II

Longitude

o i n

Distance

Feet4. FROM GREENVILLE QUADRANGLE AT SEC. 27, T. 28 N., R. 5 E., WEST TO

LEEPER (by J. L. Sanders in 1926)(Continued from Greenville quadrangle; see line 3>)

Greenville, 7 mi. SW. of, along Holliday Road, at Junction of Otter Creek rd., 0.2 mi. S. of old sawmill town of Hubert, 66 ft. N. and 12 ft. E. of rd. forks, 9 ft* N. of fence corner, In concrete post; standard tablet stamped "P T 86 s 1926"

T. 28 N., R. 5 E., S. cor. sees.' 31 and 32, stake

T. 28 N., Rs. 4 and 5 E >, probable quarter cor.

Leeper, 8 ml. E. of, on Greenville-Leeper rd. , 45 ft. N. and 36 ft. W. of rd. forks, 150 ft. E. of J. A. Marler's house, 4 ft« inside garden fence, in concrete post; standard tablet stamped "P T Sta No 87 S 1926 529"

T-rd. S. -

T. 28 N., R. 4 E., cor. sees. 26, 27, 34, and 35,

Leeper. 5.5 ml. E. of, near center sec. 27, T. 28 N., R. 4 E -» 350 ft. NW. of T. J. Turnbolt's house, 200 ft. W. of new rd., 30 ft. N. and 3 ft. E. from fence corner N.-W., 6 ft. W. of creek bank, In concrete post; standard tablet stamped "P T Sta No 88 S 1926 575"

Center of front gate to yard of Thompson King

Leeper, 3 mi. E. of, on Greenville-Leeper rd., 200 ft. N. and ISO ft. W. of cor. sees. 19, 20, 29, and 30, T. 28 N., R. 4 E., 120 ft. E. of Dan Blackwell's house, 12 ft. H. of rd., 2 ft. S. of fence, in concrete post; standard tablet stamped "P T Sta No 89 S 1926 807"

Mill Spring, center of ticket window of Missouri

Prim Trav Sta No 56 F 1924 W 1925" (previously

37 03 32.6

37 02 45.0

37 02 22.39 37 02 48.1 37 03 12.0

37 Ol|. 07.!;

37 014. 01.514. 37 03 5k. 0

37 03 42.8

37 Ok 05 .'82 37 ok ik. 337 Ok 18.1 37 ok 30437 ok 27.1

37 Ok 41.6737 Ok 51.737 Ok 47. k37 Ok ok.?

37 03 4l.2

37 ok 23.2k

90 31 34.6

90 32 15.2 90 32 35-4

90 33 21.3

90 33 39.5490 33 58.1 90 34 58.3

90 35 34-7

90 36 05.27 90 36 15.190 37 12.4 90 37 23.g

90 38 52-3590 39 06.790 39 37-2 90 4o 37-5

90 41 oi.o90 42 16.55

(7,055)3,8102,719

3,6662,6342,923

1,594

5,143

2,989

3,397

U, 6S4 * $}

1,548 * t y*rv

2,5036,531

3,047

7,457

5. PROM PIEDMONT SOOTH ALONG MISSOURI PACIFIC RAILROAD TO SEC. 10,T. 28 N., R. 3 E., THENCE WEST INTO RUBLE QUADRANGLE AT SEC. 5, T. 28 N., R. 3 E. (tij W. R. Broaddus In 1932)

Prim Trav Sta No 57 P 1924 W 1925 (previously

Prim Trav Sta No 57 F 1924 W 1925 (previously

SE. corner of stone wall around yard of dwelling

3J 09 15.20 37 08 51-1 37 08 21.9 37 07 37-3

37 06 53.53

37 06 58.4

90 41 50.36 90 42 11.6 90 42 24.2 90 42 49-4

90 43 03.43

90 43 48.8

2,995 3,130 4,957

4,592

3,830

(Continued in Ruble quadrangle; see line 5.)

6. FROM LEEPER WE£j? ALONG STATE HIGHWAY 34 INTO RUBLE QUADRANGLE (by W. R. Eroaddus in 1932)

Prim Trav Sta Ho 56 F 1924 W 1925 (previously

Black River, center of Missouri Southern R^R.

Highway In front of triangular-blazed pine tree, about 200 ft. W. of rd. corner at foot of hill-

Leeper, 2.4 mi- W. of, 35 ft. S. of highway at rd. NW. to Kelo Valley, 520 ft. E. of farmhouse of T. F. Lune, in concrete post; standard

37 04 23.24

37 04 27.5

37 04 42.8

37 Ok 52.67 37 04 55-6

90 42 16.55

90 42 38.2

90 43 13.6

90 44 15.67 90 44 47-3

1,805 3,259

5,125 2,578

(Continued In Ruble quadrangle; gee line 6.)

Magnetic declination In 1932, 6° E.


DBS ARC QUADRANGLE (Latitude 37°:15 I -37°50'; longitude 90">30< -90°45')

Iron, Madison, Reynolds, and Wayne Counties

1. PROM PIEDMONT QUADRANGLE NORTH ALONG MISSOURI PACIFIC RAILROAD INTO IRONTON QUADRANGLE (by C. R. Fisher In 192k)

(Continued from Piedmont quadrangle; see line 1.)

Station

R.R. at semaphore 1186 Des Arc, 2 ml. S. of, 310 ft. S. of rd. crossing,

W. of track, In stone pier of trestle; standard tablet stamped "Prim Trav Sta No 6l F 192k W 1925" (reported destroyed In 1927)

T. JO N.,.Rs;. 3 and k E., cor. sees. 13, 18, 19,

Des Arc, 1 ft. from SE. corner of bank, In concrete porch; standard tablet stamped "Prim Trav Sta No 62 F 192k W 1925 514.3" -

Vulcan, 150 ft. N. of Missouri Pacific R.R. sta., E. of R.R., 30 ft. N. of rd. crossing, 12 ft. W. of store, In large rock; standard tablet stamped "Prim Trav Sta No 63 F 1921). B 38 1925 55k" -

Annapolis, at S. limits of, 220 ft. NE. bf Missouri Pacific R.R. water tank, In large boulder; standard tablet stamped "Prim Trav Sta No 6k F 192k B 58 1925" *

Sabula, 75 ft« NW. of store and post office, 30 ft. N. and kO ft. E. from Missouri Pacific R.R. at rd. crossing, In large rock; standard tablet stamped "Prim Trav Sta No 65 F 192k B *7 IQPC; Aon" -. _ _ . _ . _ -. _ . _ __ _ - _ _____ _ ___

T. 32 N., R. 3 E., cor. sees. 22, 23, 26, and 27-

Chlorlde, 2kO ft. W. of Missouri Pacific R.R., 600 ft. S. of dwelling, 60 ft. W. of rd., In ledge; standard tablet stamped "Prim Trav Sta No 66 F 192k B 36 1925 777"

Latitude

0 ! II

37 15 12.8

37 16 00.63 37 16 05.3

37-16 28.6 37 16 25.9

37 16 57-35 37 16 57.3 57 17 16.5 57 17 294 37 17 47-5

37 18 55-18 37 19 35-0 57 20 15.9 57 21 50.1

57 21 33.21 37 21 52.1 57 22 12.7 57 22 52.3 37 2k 10.5

37 2k 17.10 37 2k 25.3 37 2k sk.8 57 25 $.9 57 26 10.6 57 26 25.7

57 27 50.50

Longitude

0 1 II

90 kO 2k. 9

90 59 50.86 90 59 £9.0

90 59 41-4 90 59 2k. i

90 58 15.26 90 58 11.2 90 57 W.6 90 57 47-5 90 58 524

90 59 45.15 90 40 09.7 90 kO 12.290 41 04.5

90 kl 57.2490 4i 51.9 90 42 08.090 kl kk.290 41 P.O

90 kl 45.22 90 kl 37490 kl 57.5 90 4i 56.6 90 4i 41.5 90 41 49-6

90 41 11.25

Distance

Feet

(8,680)

5,567 310

2,627 1,425

'6,551 165

2,782 1,304 5,553

6,332 6407 4,152 8,616

2,670 1,192 4,304 4,446 7,915

703 i,o44 2,980 5,479 2,232 1,658

7,231

» Reported destroyed by 0. G. Johnson July 20, 1958.


Station

Glover, R.R. at rd* crossing, 100 ft. N. of sta.- Glover, 0.6 ml. N. of, 150 ft. W. of Missouri

Pacific R.R., kO ft. W. of rd. , 3 ft. W. of fence, in ledge; standard tablet stamped "Prim Trav Sta No 67 F 192k B 35 1925 8k7"

Latitude

0 | II

37 28 10.5 37 29 00.6

37 29 28.05 37 29 57.1

Longitude

0 | II

90 kl 22.3 90 4l 21.6

9.0 kl 27.29 90 kl 35.8

Distance

Peet4,i64 5,060

2,8183,020

(Continued in Ironton quadrangle; see line 3-)

PROM CHLORIDE NORTHEAST INTO IRONTON QUADRANGLE AT SEC. 36, T. 33 N., R. 3 E.'(by C.-R. Fisher In 192k)

Prim Trav Sta No 66 F 1924 B 36 1925 777

Chloride, 3 mi. NE. of, kO ft. W. of dim rd. forks, kO ft. E. of house, in granite boulder; standard tablet stamped "Prim Trav Sta No 71P I nili o£pll

37 27 30.30

37 28 45.537 29 40.2

37 29 57.70

90 lu 11.2390 4o 38.190 4o 31-0

90 39 42.0

90 39 49-84

4,710769

3,6915,810

1,879

(Continued In Ironton quadrangle; see line k.)

3. PROM IRONTON QUADRANGLE AT SEC. 3k, T. 33 N.., R. k E. , SOUTH TO MINIMUM, THENCE WEST TO ANNAPOLIS (by C. R. Fisher in 192k)

(Continued from Ironton quadrangle; see line k.)

Arcadia, 8.5 mi. SE. of, 80 ft. E. of rd., 2j8 ft. E. of house, in ledge; standard tablet

Minimum, 5.5 ml. N. of, k70 ft. W. of rd. forks, 90 ft. S. of rd., 300 ft. W. of W. H. King's mall box. In limestone boulder; standard tablet stamped "Prim Trav Sta No 75 P 192k 7kl"

Minimum, 3 ml. N. of, near top of ridge, kO ft. S. and 15 ft. E. from dim T-rd. E., kO ft. E. of rd., in granite boulder; standard tablet stamped "Prim Trav Sta No 76 F 192k B k5 1925 853"

Minimum, 60 ft. S. of post office, kO ft. SW. of T-rd. W. , In ledge; standard tablet stamped "Prim Trav Sta No 79 P 1924 B kk 1925 615"

Minimum, 1 ml. W. of post office, in SW. corner of concrete porch of Collins School; standard tablet stamped "Prim Trav Sta No 80 P 192k"

Annapolis, 3 mi. E. of, on top of ridge, 20 ft. S. of rd. , in ledge; standard tablet stamped "Prim Trav Sta No 8l P 192k"

Center of concrete bridge, kOO ft. E. xof rd.

Prim Trav Sta No 64 F 192k B 38 1925 (previously

37 29 51.9 37 28 S2.0 37 28 42.3

37 28 07.38 37 27 23..9 37 27 09-6

37 26 53.13 37 26 51.7 37 26 01.1 37 25 11.3

37 2k 50.18 37 2k 20.0 37 23 35.1. 37 22 36.8

3T 22 32. kl

37 22 k9.10 37 22 5i:k 37 22 29.1

37 22 19.87 37 22 01.0

37 21 18.. 5

37 21 33.21

90 35 k6.2 90 35 24.9 90 35 30.0

90 35 16.08 90 35 08.9 90 34 59-3

90 34 51-54 90 34 46.0 90 35 12.2 90 35 19.2

90 35 16.61 90 35 28.0 90 35 31.3 90 35 12.8

90 35 14.30

90 36 11-75 90 36 32.2 90 37 56.9

90 38 kO.20 90 39 29.1

90 kO 26.7

90 kl 37.2k

(4,470) 6,302 1,058

3,711 4,437 1,637

1,786 467

5,54-1 5,064

2,150 3,188 4,550 6,090

458

7^194

?' 6J7 4,383

6,332

5,875

k. PROM SEC. 23, T. 32 N., R. k E., EAST TO SEC. 21, T. 32 N., R. .5 E. (by C. R. Fisher In 192k)

T. 32 -N., R. k E., E. cor. sees. 13

T. 32 N., R. 5 E., In HW 1/k sec. 19 of blacksmith shop near mill dam, T-rd..N., 8 ft. S. of S. head wall in ledge; standard tablet stamped

1 1 7 I (y

and 2k, on

, 75 ft* w « 80 ft. W. of of culvert, "Prim Trav

37373737

37

37

26

yf*of.

27

26

513330 54->H-

nli

59

A

.2

5

.40

90909090

90

90

3434^*T3332

32

32

46

42

50

29

*5

.2

.6

19.

333

,896,940CK*7

,2kl


Station

Rd. on probable line between sees. 19 and 20,

French Mills, 1 mi. SW. of post office, 300 ft. N. of Ed Barry's house, 150 ft. E. of old mill, 122 ft. N. of sharp bend in rd., in ledge; standard tablet stamped "P T Sta No 78

Latitude

o i n

57 26 53-5

37 26 40.8 37 26 24.8

37 26 28.36

Longitude

o i n

90 31 55.8

90 31 46.0 90 31 00.7

90 30 14.71

Distance

Feet 3,759 .

1,086 3,991

3,728

PROM MINIMUM EAST TO JEWETT, THENCE SOUTH TO BRWOT, THENCE WEST TO DBS ARC (by Cl R. Fisher In 192k)

T. 31 N., R. k E. , cor. sees. 10, 11, ik, and 15-

Blazed red-oak tree S. of rd. , on top of ridge

Jewett, 1.6 ml. W. of post office, 900 ft. SW. of new rd., 320 ft. SW. of dwelling of Clyde Plakes, 22 ft. S. of bend In fence, In ledge; standard tablet stamped "Prim Trav Sta No 82 P 192k B 43 1925 658" -

T-rd. S. T Jewett, 200 ft. N. of post office, at T-rd. S.,

10 ft. S. of fence, in ledge; standard tablet stamped "Prim Trav Sta No 85 P 192k B 1|2 1925"-

Brunot, 5 ml. N. of, on W. aide of Brunot-Jewett rd. , 100 ft. W. of old sawmill, 150 ft. N. of Alcorn's house, in boulder; standard tablet stamped "Prim Trav Sta No 8k F 192k B kl 1925"-

Brunot, at NW. corner of crossroads, 10 ft. E. and 5 ft. N. of corner of fence around Russell's house, in ledge; standard tablet stamped "Prim Trav Sta No 85 F 192k B kO1925 515" - - -

Des Arc, 5 ml. E. of, In SE. corner of concrete porch of Presbyterian Church; standard tablet stamped "Prim Trav Sta No 86 F 192k B 39 1925

T. 50 N., R. k E., quarter cor. between sees. 9

T w^ Q

Prim Trav Sta No 62 F 192k W 1925 (previously

57 22 56.8 57 22 34.7 57 22 50.4 57 22 59. k 57 25 09.8 57 25 24-5

57 25 24.41 57 23 20.9

57 22 58.99 57 22 55.5 57 21 52-5 57 21 02.7

57 20 55.74 57 20 55.2 57 20 07.0 57 19 29.4 37 18 44-4

57 16 58.14 37 17 58.5 37 18 03.1

37 18 00.69 37 17 46.1 37 17 39-937 17 38.6 37 17 38.1 37 17 34.0

37 16 57.35

90 .35 12.8 90 35 06.0 90 54 24.1 90 53 44-8 90 33 if -3 90 32 26.3

90 51 59.00 90 51 43.6

90 50 57.88 90 51 11.4 90 51 38.1 90 52 04.0

90 52 09.19 90 52 11.9 90 52 05.0 90 52 27-4 90 52 52.2

90 52 54-25 90 54 18.9 90 55 22.1

90 55 28.20 §P 55 28.5 90 56 05.4

90 56 20.7 90 56 57- § 90 57 42.8

90 58 13.26

587 3,735 3,296 2,379 4,447

2,205 1,290

4,305 2,795 4^95 5,429

823 2,287 2,746k' 2T9 4,563

1,892 7,9285,127

5611,475 3,061

1,243 3,001 3,654

4,462

6. FROM CQLDWATER QUADRANGLE AT SEC. 9, T. 51 N., -R. 5 E., WEST TO JEWETT (by'J. L. Sanders in 1926)

(Continued from Coldwater quadrangle; see line 1.)


Prim Trav Sta No 83 F 1924 B 42 1925 (previously

37 22 49-3

37 22 58.99

90 30 04.6

90 30 37.6

90 50 57.88

(2, 160)

o CnQ

i £*Q

FROM REDFORD QUADRANGLE AT SEC. 20, T. 5! N., R. 3 E., EAST TO ANNAPOLIS (by C. W. Williams in 1955)

(Continued from Redford quadrangle; see line 7>)

Annapolis, 2.6 mi. SW. of, 420 ft. W. of pile of rooks at cor. sees. 20, 21, 28, and 29, T. 51 N., R. 5 E., 18 ft. S. and 50 ft. E. of T-rd. N., 57 ft. S. of County Route K, 5 ft. W. of rail fence, In concrete post; standard

U.S.C. & G.S. standard disk stamped "E 139 1935"- Prim Trav Sta No 64 F 1924 B 38 1925 (previously

37 20 40.07 37 20 49-8 37 20 55.2 57 21 50.0 57 21 52.41

57 21 53-21

90 44 00.25 90 k3 23.4 90 42 52-3 90 42 20.1 90 4l 51.06

90 4l 37.24

(5,484) 3,133 2,570 4:378 2,359

1,119



IRONTON QUADRANGLE (Latitude 37°30'-37?45'; longitude 90°30'-90°45«)

Iron, Madison, St. Francois, and Washington Counties

R 3E

\ V T 35 N

__L\ ^IRONTON~:Ui>'ARCADIA

I /

1. FROM BONNE TERRE QUADRANGLE SOUTHEAST, THENCE NORTHEAST ALONG MISSOURI PACIFIC RAILROAD INTO BONNE TERRE QUADRANGLE (by J. R. Bills In 1903)

(Continued from Bonne Terra quadrangle; see line 1.)

R n

Station Latitude

o T n

37 1*4 3I4-.1

Longitude

0 1 R

90 35 27-1

Distance

Feet (8,59D

(Continued In Bonne Terre quadrangle; see line 1.)

2. FROM EDGEHILL QUADRANGLE AT SEC. 19, T. 35 N., R. 3 E., SOUTH AND WEST INTO EDGEHILL QUADRANGLE AT SEC. 7, T. JJ N., R. 3 E. (by J, R. Bills In 1907)

(Continued from Edgehlll quadrangle; see line 1.)

Telephone pole PB-3542 at rd.

Bellevlew, at crossroads, SW.

T-rd. E., 1 ml. S. of Bellevi T. 34 N., R. J E., cor. sees.

NE., S

corner

7, 8,

. of

of store of

17, and 18

37 42 51-0 37 42 08.9 37 41 34.0

37 14-1 16.4 37 40 31.1 37 39 38.3

90 44 43.5 90 44 43.6 90 144 28.9

90 44 24.6 . 90 43 57.8 90 44 45-2

(6,252) 4,259 3,7241,814 5,055 6,569

(For balance In Edgehlll quadrangle, see line 1.)

Rd. at blazed tree, on E. line sec. 7, T. 33 N., R. 3 E. -

Center of Devils Toll Gate - 37 33 21.3 37 33 17-3.

90 44 49-9 90 44 59-5

918584

(Continued In Edgehlll quadrangle; see line 1.)

3. FROM DBS ARC QUADRANGLE NORTH ALONG MISSOURI PACIFIC RAILROAD TO HOGAN, THENCE WEST ALONG ROADS INTO EDGEHILL QUADRANGLE AT SEC. 19, T. 33 N., R. 3 E. (by C. R. Fisher In 1924)

(Continued from Des Arc quadrangle; see line 1.)

Hogan, 550 ft. SW. of Missouri Pacific R.R. sta., 500 ft. W. of R.R., 20 ft. S. of E.-W. rd. , 5 ft. N. of fence, 170 ft. E. of State Highway 21, In ledge; standard tablet stamped "Prim Trav Sta No 68 F 1924. B 34 1925 905"

Hogan, 2 ml. W. of, 40 ft. N. of rd. forks, 300 ft. NW. of farmhouse, 20 ft. E. of rd. , In granite boulder; standard tablet stamped "Prim


37 30 39.71 37 30 42.0

37 30 54-59

37 31 45.0 37 31 43.5 37 31 37-4 37 31 25.6

90 ki 42.93 90 43 02.7

90 43 18.35

90 43 48.8 90 4k 08.1 90 44 20.1 90 4\ 40.6

(4*350) 6,433

1,789

5,663 1,5,60 1,140 2,042

(Continued In Edgehlll quadrangle; see line [4..)

Middlebrook quadrangle as published In Bulletin quadrangle.

3-A has been renamed Ironton


Station. Latitude

0 | 11

Longitude

0 | II

Distance

Feet4. FROM DBS ARC QUADRANGLE AT SEC. 36, T. 33 N., R. 3 E., NORTHEAST TO

SEC. 20, T. 33 N., R. 4 E., THENCE SOUTHEAST INTO DBS ARC QUADRANGLE AT SEC. 34, T.'33 N., R. 4 E. (by C. R. Fisher in 1924)

(Continued from Des Arc quadrangle; see line 2.)

Arcadia, 3 ml. SE. of, 200 ft. E. of rd. forks, 4 ft. W. of NE. corner of sctioolhouse, in stone foundation; standard tablet stamped "Prim Trav Q+-O Mrt 79 T? i op)i inno"

T. 35 N., R. 4 E., cor. sees. 27, 28, 33, and 34- Arcadia, 6 mi. S. of, in NW. corner of concrete

porch of schoolhouse; standard tablet stamped»PT>1m T-PHTT S-hs Nn 7* P TQ?li R<1 n

37 50 44.5

57 51 54-457 51 50.437 32 11-9

57 52 25.2557 51 31.057 50 49.7 57 50 42.4

17 *r> *p-*R

90 39 51-8

90 39 19.690 38 55-590 38 40.4

90 38 13.3290 37 47.890 36 39-990 36 04.2

QD *6 nfl.^Q

(4,950)1,421

2,5542,494

2,4605,670Z OP'7

2,961

1 .07?

(Continued in Des Arc quadrangle; see line 5r)

5. FROM SEC. 20, T. 33 N., R. 4 E. , NORTH INTO BONNE TERRE QUADRANGLE AT SEC. 9, T. 35 N., R. 4 E. (by J. L. Sanders In '1926)

Prim Trav Sta No 72 F 1924 1009 (previously

T. 33 N., R. 4 E., cor. sees. 5, 6, 7, and 8,

Arcadia, 1 ml. S. of, 0.2 ml. N. of cor. sees. 5, 6, 7, and 8, T. 33 N., R. 4 E., 100 ft. N. of State Highway 21 at junction of rd., In W. wing wall of concrete culvert; staridard tablet

Ironton, 0.2 mi. S. of, 250 ft. S. of bridge over Stouts Creek, 7 ft. N. and 25 ft. E. from T-rd. E. , in N. end of concrete culvert; standard tablet stamped "P T Sta No 2 S 1926" (reported

Ironton, intersection of Main and Mill Streets Ironton, Intersection of Wayne and Knob Streets -

Pilot Knob, 150 ft. N. and 180 ft. E. from post office, 15 ft. W. of Missouri Pacific R.R., in W. end of concrete culvert; standard tablet

Mlddlebrook, in N. end of concrete porch of post office; standard tablet stamped "P T No 4

Iron Mountain, SW. corner of post office

Iron Mountain, 1.5 mi. N. of, near center sec. 29, T. 35 N., R. 4 E., at Junction of Bismarck and Farmlngton rds.,..30 ft. N. of rd. forks, on narrow bank between rds., in concrete post; standard tablet stamped "P T No 5 S 1926"

St. Francis River, center of bridge over T. 35 N., R. 4 E., cor. sees. 8, 9, 16, and 17,

Missouri Pacific R.R. at rd. crossing, 1 mi. SE. of Bismarck (In Bonne Terre quadrangle; see

37 32 23.25 57 52 51-8 57 55 19-6

57 54 H-7

37 34 25.61 57 35 16-7

57 55 50.56 57 55 55-1 57 55 50.2 57 55 55-5 57 56 51-0 57 57 02.2

37 37 28.54 57 57 33-9 37 38 28.0 57 58 55-4 37 39 23.f3

37 39 41.92 57 59 45-1 57 40 09.1 57 40 55.8 57 40 56-5 57 41 59-7 57 42 18.6

37 42 29.76 57 42 57-7 57 43 32.0 37 44 05.2 57 44 42.6

57 44 58.6

57 45 56.5

90 38 13.32 90 38 14.7 90 38 14.7

90 38 13.6

90 38 14.30 90 37 45-0

90 37 39.58 90 57 .59-5 90 37 38.1 90 37 54-6 90 37 45-0 90 58 25.6

90 38 12.26 90 38 13-5 90 38 34.690 38 4o.o 90 38 36.8

90 38 49.6290,38 49.290 38 47-6 90 38 56.6 90 58 19.8 90 58 24-8 90 57 27.0

90 37 07.58 90 36 55-3 90 36 50.8 90 36 57-2 90 36 40.7

90 56 25.5

90 36 39-8

2,888 2,820

5,267

1,407 5,752

1,451 254

1,732

4,660

2,867 546

5,732 695

5,104

2,101 126

2,6322,84o 2,475 4,409 6,085

1,927 5,p49 5,476 5,400 4,005

2,125

4,047

6. FROM IRONTOH EAST INTO .FREDERICKTOYm QUADRAHGLE AT SEC. 4, T. 33 N., R. 5 E. (by J. L. Sanders in 1926)

Missouri Pacific R.R. at rd. cross! nc 37 35 50.56 27 zc zn.h 90 37 39.58

on *7 ?h.? i nAn


Station

Arcadia, Missouri Pacific R.R. at rd. crossing

.Crossroads, 1 ml. N. of S. cor. sees. 3 an<^ 4,T ZZ TJ P )i T?

T. 33 N., R. 4 E., N. .cor. sees. 1 ,and 2,- large '

T-rd. N., 145 ft. N. of S. cor. sees. 35 and 36, . T. 34 N., R. 4 E. T. 34 N., R. 4 E., 0.2 ml. E. of S. cor. sees.

35 and 36, 1 ml. E. of Lake Klllarney, 10 ft. N. and 10 ft. W. from rd. forks, In sandstone ledge; standard tablet stamped "P T No 6 S

T-rd. N. on Iron-Madison county line,. 272 ft. N. of iron stake at S. cor. sees. 31 and 36,

T. 34 N., R. 5 E., S. cor. sees. 3! and 32,

Ironton, 6 ml. E. of, along State Highway 70, In NW. cor. sec. 4» T. 33 N., R. 5 E. , 0.2 mi. W. of bridge over St. Francis River, 120 ft. SE. of residence of P. J. January, 42 ft. N. of highway, 5 ft. S. of wire fence, In concrete post; standard tablet stamped "P T No 7 S 1926 794"

Latitude

q i M

37 35 13-237 35 17-7

37 35 11-237 35 39-3

37 35 53-237 35 55-2

37 35 55-24

37 35 57-0 37 35 56-9

37 35 55-2 37 35 54-8

37 35 52-18

Longitude

Of tl

90 37 28.890 36 514

90 36 04.090 34 39.990 34 024

90 33 49-0

90 33 14.5

90 32 59.02

90 31 36.8

90 30 59-1 90 30 24.3

90 30 06.29

Distance

Peet

1,7033,031

3.9MJ/ nnQ

4,141

1,779

1,248

4,3552,290

3,038

1,471

(Contlnue'd in Frederlcktown quadrangle; see line 2.)

Magnetic declination 6° 17' E.

* Reported destroyed by P. 0. Lentz In 1935'


EDOEHILL QUADRANGLE (Latitude 37 030'-37 0i;5'; longitude 90°lt-5'-91°00')

Iron, Reynolds, and Washington Counties

R I E R 2 E I

MUNGER Ql

rvJ

1. PROM PQTQSI QUADRANGLE AT SEC. 1J, T. 35 N.. R. 2 E., SOUTH TO SEC. JO, T. 33 N., R.'3 E. (by J. R. Bills In 1907)

Station

T-rd. W. (In Potoal quadrangle; see line 1.)

Latitude

o i n 37 14.6 02.8 37 W4- 52.737 U3 49-2

Lobgltude

o i n

90 14.6 2li6 90 1+6 14-1+90 1+5 09.7

Distance

Peet

i'°9^O o£e

(For balance In Ironton quadrangle, see line 2.)

Crossroads on top of divide, 10 ft. E. of small,

Rd., JO ft. SW. of rd. forks on East Fork of

Hunger, 1.2 ml. NE. of post office, near center sec. 36, T. 3U N., R. 2 E., 900 ft. SW. of Sawyer School, 50 ft. NW. of rd., 105 ft. N. of 15-lri. sycamore tree, In limestone post; aluminum tablet stamped iPrim Trav Sta No 10

T. 3)4. N.,-R. 2 E., S. cor. sees. 35 and 36, on

37 39 13.3

37 37 514-3

37 36 39.914.

37 36 06.1 37 31)- W4-5

90 lj.6 09.2

90 14.6 37-7

90 U6 29.67

90 kl 014..2 90 14.5 55.2

(7,217)

8,313

7,553

1»-,390 9,956

(For balance In Ironton quadrangle, see line 2.)

T. 35 N., R. 2 E., cor. sees. 11+, 15, 22, and 23,

Large elm tree at rd. forks, 1 ml, SB. of

Hogan-Plnkley rd. at Iron-Reynolds county line Lestervllle, 7 ml. NE. of, along Hogan-Plnkley

rd., on hillside, IJO ft. W. of Iron-Reynolds county line, 280 ft. S. of rd., 10 ft. S. of blazed red-oak tree, 1» limestone ledge; aluminum tablet stamped 'IPrim Trav Sta No 11

37 32 55 -0 37 32 1+3.14. 37 32 32.6

37 31 55-6

37 30 29.8 37 30 1+8.1

37 30 1+5.72

90 1+6 09-9 90 1+6 3!+. 6 90 1+7 50.9

90 1+8 23.2

90 1+8 39.6 90 1+6 12.5

90 1+6 li+,06

(6,103) 2,311 6>2l+l

1^,532

8,831 11,992

271

2. FROM SEC. 27, T. 33 N., R. 2 E., WEST INTO REDFORD QUADRANGLE AT SEC. 5, T. 32 N., R. 1 E. (by J. R. Bills in 1907)

Large elm tree at rd. forks (previously

T. 33 N., R. 2 E., cor. sees. 27, 28, 33, and 3!+- Corner of board fence, 14.0 ft. W. of rd. forks Rd. forks, 300 ft. "above mouth of Walker Branch -

T. 33 N., R-; 2 E., approximate cor. sees. 17, 18,

37 30 29.8 37 30 10.7 37 30 02.14. 37 30 50.3 37 31 08. k

37 31 014.. 5

90 [4.8 39-6 90 1+9 30.9 90 1+9 W-7 90 50 36.5 90 51 38.2

90 51 1+0.2

1+.566 1,605 6.2311 5,337

1425

(For balance In Redford quadrangle, see line 1.)


Station

aa at-. Him yr1 . RW ________ _ __________ __

Latitude

0 | II

37 30 20.237 31 21.0 vi in ?i.*

Longitude

0 | II

Qrt cc -tn if

90 56 03.1on c;7 liR.n

Distance

Feet 11,5426,594

in^ppn

(Continued in Redford quadrangle; aee line 1.)

3. PROM SEC. 28, T. 33 N., R. 1 E. , NORTHWEST INTO BOSS QUADRANGLE AT SEC. 1, T. 314. N., R. 1 W. (by J. R. Bills in 1907)

Rd. forka, W, of Black River (previously

T. 33 N., R. IE., cor. sees. 21, 22, 27, and 28-

Stump of tree at T-rd. E., near farm of

T. 33 N., R. IE., N. quarter cor. sec. 5, on

T. 34 N., R. 1 W, , E. cor. sees. 24 and 25, 6 ft.

Goodland, at S. end of T-lane N., in top of limestone post; aluminum tablet stamped "Prim

(Continued in Boss quadrangle; see

37 31 21.0 37 51 47-1 37 32 53-3

37 34 064

37 36 12.6 37 36 20.1 37 37 24.9

37 38 05.6

37 38 00.77 37 39 52.8 37 40 IJ.7.6

line 1.)

90 56 03.1 90 56 06.3 90 56 1^.6

90 57 142.0

90 57.31*.. 6 90 57 26.5 90 58 13.3

90 59 08.9

90 59 51.37 90 59 44.6 90 59 38.2

2,663 7,372

8,772

12, 79^ 998

7,571

5,925

3;439 11,343 5,568

14.. PROM IRONTON QUADRANGLE AT SEC. 19, T. 33 N., R. 3 E., WEST ABOUT ONE 'MILE (by C. R. Fisher in 1924)

(Continued from Ironton quadrangle; see line 3-)

Lestervllle, 'J mi. NE. of, near dim rd. forks, [4.0 ft. E. of Iron-Reynolds county line, 600 ft. W. of farmhouse, 15 ft. N. of fence corner, In large granite boulder; standard tablet stamped "Prim Trav Sta No 70 F 192k B 32 1925 8914."

Prim Trav Sta No 11 1907 Mo (previously

37 JO 58.8

37 30 [4.8.60

37 3D 14.5.72

90 14.5 10.14.

90 46 11.71

90 46 14.06

(3,608)

5,045

347Magnetic declination in 1924, 6° E.


REDPORD QUADRANGLE (Latitude 37 915'-37 <<30 l ; longitude 90°^5«-91100')

Tron and Reynolds Counties

|R I E R2E

T 30 N

\

1. FROM EDOEHILL QUADRANGLE AT SEC. 31, T. 33 N., R. 2 E., WEST TO SEC. 6, T. 32 N., R. 1 E. (by J. R. Bills In 1907)

(Continued from Edgehlll quadrangle; see line 2.)

Station


Tps. 32 and 33 N., Rs. 1 and 2 E., 800 ft. SW. of cor. of, 80 ft. KE. of T-rd., In sandstone post; aluminum tablet stamped "Prim Trav Sta

Tree at T-rd. SW. , near dwelling of W. M.RnvfM plH _ ---

Latitude

o i n

37 29 19.9

37 29 16.79

Vt 2ft SO. 3

Longitude

o i n

90 52 57-5

90 53 07.32

QO m R0.3

Distance

Feet

[12,280)

851*

^.Ql*

(For balance In Edgehlll quadrangle, see lino 2.)

Centerville, k-k ml. N. and 1.2 ml. W. of, In sec. 6, T. 32 N., R. IE., on high ridge between Brushy Creek and West Pork of Black River, 350 ft. NE. of dim rd. and trail crossing, 6 ft. SW. of black-oak tree, in flint boulder; aluminum tablet stamped "Prim

37 29 52.32 90 58 M>.o6 (5.692)

2. PROM RUBLE QUADRANGLE AT SEC. 29, T. 30 N. , R. IE., NORTH TO SEC. 6, T. 32 N., R. 1'E. (by E. L. McNair in 1913)

(Continued from Ruble quadrangle; see line 1.)

Bl d hit a k tBlazed oak tree in center of rd. at junction of

Blazed oak tree near gate, 20 ft. S. of rd. - T. 30 N., R. IE., approximate cor. sees. 17, 18,

19, and 20 T. 30 N., R. IE., W. cor. sees. 7 and 18,

Rd. at fences E. and W., on line between sees. 1

E.-W. fence, 700 ft. E. of rd., on E. bank of

Palkenberg garden, near cor. Tps. 30 and 31 N.,

Blazed 12-in. oak tree, 35 ft. E. of corner of school, near center sec. 29, T. 31 N., R. 1 E.-

T. 31 N., R. IE., approximate cor. sees. 19, 20,

T. 31 N., R. 1 E., in sec. 17, 70 ft. S. of dwelling of Ed Pear, in rail fence line; iron post stamped ''Prim Trav Sta No 57 1913 Mo"

Blazed 8-in. oak tree, 20 ft. W. of rd. , near top of hill __ _ ---------- _ ___________ _______ ____

37 15 50.9

37 16 05.8 37 16 5^.5

37 16 1;8'.7

37 17 10.1

37 18 36.1 37 19 09437 19 22.2

37 19 14.9.0 37 20 39-8

37 21 07.2

37 21 25.7 37 21 1^.2

37 22 50.6

37 25 56.8

90 58 19.1*.

90 58 10.8 90 57 Itf.i

90 58 3l;.3

90 59 Ul.l

90 59 58.9 90 59 51.0

90 59 37-9

90 59 39-7 90 58 39.8

90 58 11.0

90 58 33.0 90 58 31.1

90 58 16.2

90 57 52.8

10,363)

1,658 5.547

I4-.019

7.701

5,510 3A33

1,666

2,711 7,063

3,616

2,57^ l,81i7

6,825

6,950


Station

T. 32 N., R. IE., cor. sees; 28, 29, 32, and 33,

Blazed 24-ln. white-oak tree, 40 ft. N. of rd.

Prim Trav Sta No 13 1967 Mo (previously

Latitude

0 | II

37 2444.3

37 2S 46.9 37 26 oo.f 37 26 01.5 37 26 02.5 37 27 13.4 37 27 15.9 37 26 17.7 37 28 34.3

37 29 52.30

Longitude

o t n

90 5746.3

90 57 21.1 90 57 28.6 90 57 27.8 90 57 28.8 90 5§ 04.9 90 58 07.1 90 57 35.1 90 57 3&.5

90 58 46.10

Distance

Peet 4,835

6,647 1,536

100 141

7,753 , 313 6,769 1,687

9,784

3. PROM RUBLE QUADRANGLE AT SEC. 27, T. 30 N., R. 2 E., WEST INTO RUBLEQUADRANGLE AT SEC. 27, T. 30 N., R. i E. (by c. R. Fisher in 1924)

(Continued from Ruble quadrangle; see line 4-)

Redford, 6.2 ml. SE. of, 21 ft. NE. of rd. forks, on hillside N. of rd., 4 ft- NW. of blazed oak tree, In limestone ledge; standard tablet stamped !'Prim Trav Sta No 88 F 1924 W 1925

Redford, 3 ml. SE. of, 30 ft. N. of rd. at mouth of Carpenter Hollow, 70 ft. W. of Sinking Creek, In ledge; standard tablet stamped "Prim Trav Sta No 89 P 1924 W 1925"' (reported

Blazed oak tree, 30 ft. S. of rd., at top of hill

Elllngton, 2.5 ml. NE. of, 10 ft. N. of rd., 60 ft. S. of fence, 125 "« w - of small triangle formed by rd. forks SE. and NE.., in limestone rock; standard tablet stamped "Prim

(Continued in Ruble quadrangle; se

37 15 03-. 30 37 15 35-3 37 15 54-1 37 16 o£.4 37 16 18.7 37 16 43-2

37 17 01.97 37 16 29.9 37 16 09.5 37 15 57-5

37 15 12.08 37 15 20.4

e line 4- )

90 49 28.90 90 49 36.6 90 49 53.7 90 51 oL.o 90 51 18.8 90 51 32.7

90 51 44-46 90 52 30.7 90 53 31-9 90 54 39.8

90 55 32-47 90 55 50-7

10,360) 3,295 2,354 5,812 1,732 2,715

2,126 4,952 5,359 5,6l6

6,267 1,700

4. PROM SEC. 17, T. 30 N., R. 2 E., NORTH TO SEC. 1, T. 32 N. , R. 1 E. (by C. R. Fisher in 1924)

Prim Trav Sta No 89 P 1924 W 1925 (previously

T-rd. E.

Redford, 200 ft. S. of J. H. Moffett's store, 30 ft. W. of rd., in limestone ledge; standard tablet stamped "Prim Trav Sta No 91 P 1924 839" -____ - ___-_- ____ ___

Redford, 3.2 ml. N. of, 0.2 ml. E. of J. C. Harrlson's house, 20 ft. SW. of old rd. forks, 35 ft. S. of corner of rail fence, in ledge; standard tablet stamped "Prim Trav Sta No 92 F 1924 839"

Lesterville, 5.5 mi. SW. of, 500 ft. SE. of house, 20 ft. SE. of rd., in limestone boulder; standard tablet stamped "Prim Trav Sta No 83 F 1924 764"

Lestervllle, 3 ml. SE. of, 120 ft. N. of rd. fork up Paola Hollow, at foot of bluff, 40 ft. NW. of rd., in limestone ledge;- standard tablet stamped "Prim Trav Sta No 94 F 1924

T-rd. S.

37 17 01.97 37 17 40.7 37 18 o4-2 37 18 17.0 37 18 45-5 37 18 51-9 37 19 17.6

37 19 09.15 37 20 28.8 37 20 53.4

37 21 52.15 37 22 46.5 37 23 12.7 37 24 05.8 37 24 37.5

.37 24 48.37 37 25 08.1

37 25 09.28 37 26 12.6 37 26 41.4 37 27 09.1

90 51 44-46 90 52 12.1 90 52 42.2 90 52 47-0 90 52 32.0 90 53 ll.O 90 53 22.7

90 53 53-55 90 53 46.4 90 53 58.2

90 54 12.90 90 53 46.2 90 53 26.8 90 53 06.6 90 52 26.3

90 52 14.08 90 51 13.2

90 49 52-47 90 49 23-6 90 49 11-6 90 49 52.3

4,506 3,4p61,349 3,1023,217 2,755

2,634 8,075 2^661

6,061 5,904 3,076 5,614 4,563

1,487 5,307

6,513 6,815 3,06L 4,316


Station

Lestervllle, 52 ft. W. of SW. corner of post office, 1 ft. S. of fence, In sidewalk; standard tablet stamped "Prim Trav Sta No 95

* >**-** i -fc<-

Prim Trav Sta No 12 1907 Mo 762 H (previously

Latitude

0 | II

37 27 10.15 37 27 16. k 57 27 56.5 37 26 19.6 57 28 40.4

57 29 16.79

Longitude

o i n

90 50 52.85 90 51 12.0 90 51 56.8 90 52 23-6 90 53 24-9

90 53 07.52

Distance

Peet

5,2693,225 5,445 3,165 5,369

3,94i

5. PROM CORRIDON QUADRANGLE SOUTHEAST ALONG STATE HIGHWAY 72 TO SEC. 5, T. 51 N., R. 1 E., THENCE NORTH ALONG STATE HIGHWAY 21 TO CENTERVILLE (by W. R. Broaddus In 1931)

(Continued from Corrldon quadrangle; aee line 1.)

Centervllle, 2.8 ml. S. of, 20 ft. N. and 80 ft. E. from Intersection of State Highways 21 and 72, 27 ft. W. of store, in sandstone boulder;

Centerville, at school, center of cupola

Centerville, in courthouse yard, World War

Centervllle, 5 ft. S. of W. entrance to Reynolds County Bank, In' concrete walk; standard tablet

57 2k 20.3 57 25 58.1

57 2k 05.99 57 2k 49.2 .

57 26 00.7

57 26 06.97

57 26 07. 6r

90 58 44.8 90 57 49-3

90 57 21.20 90 57 40.1

9Q 57 28.6

90 57 51.50

90 57 30.01

(7,120) 5,014

2,k05 4,615

7,278

666

155

6. PROM CENTERVILLE NORTHWEST INTO CORRIDON QUADRANGLE AT SEC. 15, T. 52 N., R. 1 W. (by C. D. Cralg In 1954)

Centervllle, 0.8 ml. N. of, along State Highway 21, In NE lA sec. 29, T. 52 N., R. 1 E; , In S. abutment of concrete highway bridge over West Forir, In top of W. parapet wall; standard tablet stamped ".159 M 1931 749"

T-rd. N. , on line between aecs. 19 and [20, T -52 N R 1 E

T. 52 N., R. 1 W., In NE 1/4 sec. 24, 25 ft. S. and 45 ft- E .~ of SE. corner of J. C. Laram'ore's house, 55 ft. E. of cornei" of yard, 10 ft. N. of rd., In concrete post; standard tablet

(Continued In Corrldon quadrangle;

57 26 07.67

57 26 42.45

57 27 29.0

57 27 4746 37 26 55.0

see line 2.

90 57 50.01

90 57 46.05

90 58 22.9

90 59 50.69 90 59 524

5,750

5,572

5,778 4,929

.7. PROM SEC. 4, T. 51 N., R. IE., SOUTHEAST INTO DBS ARC QUADRANGLE AT SECi 20, T. 51 N., R. 5 E. (by C. W. Williams in 1955)

State Highway 21 at E. side of foundation of

Prim Trav Sta No 92 P 1924 (previously described)

Rd. at fence E., 700 ft. W. of stone at fence corner on line betweffn sees. 15 and 18,

W. end of carriage foundation at site of

Redford, 3.2 ml. N. and 1.5 ml. E. of, In SE lyfy sec. -18, T., 51 N., R. 2 E., on top of ridge, 15 ft. W. of crossroads, 55 ft. W. of tri angular-blazed 10-in. white-oak tree, in concrete post; standard tablet stamped

T. 51 N,, R. 2 E., quarter cor. between sees. 17

T rd N -- _________

57 24 05.99

57 25 48.0 57 25 27.6 57 25 164 57 25 154 37 22 45-3 37 21 52.15 37 21 SI. 6 57 21 41.7

57 21 56.6

57 22 15.2

57 22 00.51

37 21 31.1 57 21 274 57 21 01. 0

90 57 21.20

90 57 10.790 56 55.5 90 56 25.9 90 55 40.6 90' 55 094 90 54 12.90 90 53 59-8 90 55 21.2

90 55 11.6

90 52 484

90 52 04.50.

90 51 22.6 90 51 10.5 90 50 12.4

2,004

l!462 3,507 3,797 7,051 2,676 1,806

1,689

2,518

3,766

4,505 1,050 5.399


Station

Redford, 3.5 ml. E. and 2 ml. N. of. In NE 1/k sec. 28, T. 31 N., R. 2 E., 200 ft. S. of farmhouse, k2 ft. E. of fence corner, 37 ft. S. of rd. forks, 2 ft. N. of fence, In concrete post; standard tablet stamped "T T l6ok ERA 1935 680"

T. 31 N,, R. 2 E., cor. sees. 22, 23, 26, and 2?,

Rd. at W. side of cabin, 22 ft. N. of bank of

Annapolis, 3 ml. W. and 2 ml. S. of, In 'SW 1/lj. sec. 19, T. Jl N., R. 3 E.. 15 ft. S. of rd. forks, 5 ft. N. of triangular-blazed 18-ln. water-oak tree, In concrete post; standard

Rd. fo-pk SW - .-- -- - . , _ -. _ ______

Latitude

o i n

37 20 30.68 37 20 27-5

37 20 35.7 37 20 22.0

37 20 16.0 37 20 28.1

37 20 57.68 37 21 ll.k*7 3D C,?.f,

Longitude

0 | II

90 k9 43.79 90 14.9 11.3

90 k8 37.6 90 47 55.2

90 47 iv.o90 46 46.8

90 46 14.6990 45 59.9 on lit; n£.x

Distance

Feet

3,833 2,6^5

2,843 3,700

3,l4l 2,587

4,070 1,832li . 7PA

(Continued In Des Arc quadrangle; see line 7.)


RUBLE QUADRANGLE (Latitude 37*00'-37°15'; longitude 90 0k5'-91000')

Garter, Reynolds, and Wayne Counties

1. PROM CARDAREVA QUADRANGLE AT SEC. 1, T. 29-N., R. 1 W., NORTHEAST INTO REDPORD QUADRANGLE AT SEC. 29, T. 30 N., R. 1 E. (by E. L. McNalr In 1913)

(Continued from Cardareva quadrangle; see line 1.)

Tps. 29 and 30 N., Rs. 1 E. and 1 W., cor. of Elllngton, 210 ft. S. and 600 ft. W. of Missouri

Southern R.R. ata., 20 ft. S. of public rd.; iron post stamped "Prim Trav Sta No 56 1913 Mo

T. 29 N., R. IE., N. quarter cor. sec. 5, 50 ft. W. of S. quarter cor. sec. 32, T. 30 N., R. 1 E.

37 14 19.0

37 14 29.2k

*7 ill 08.8

90 59 47-2

90 58 18.62

on cfl 07.7

(4,840)

7,232

3 POC

(Continued in Redford quadrangle; see line 2.)

2. PROM CARDAREVA QUADRANGLE AT SEC. 13, T. 28 N., R. 1 W., NORTH ALONG ROADS TO POINT 3 MILES SOUTH OP ELLINGTON, THENCE NORTH ALONG MISSOURI SOUTHERN RAILROAD TO ELLINGTON (by C. R. Fisher In 192k)

(Continued from Cardareva quadrangle; see line 2.)

T. 28 N., R. 1 E,, W. cor. sees. 18 and 19, on Carter-Reynolds county line

T. 28 N. f R. 1 W., E. cor. sees. 13 and 2k, on Carter-Reynolds county line

37 05 51.3

37 06 01.3

90 59 594 90 59 59-1

(1,682)

1,013

* Reported moved 15 ft. S. of described location and position.


Station

Old sawmill, 800 ft. H. of, about 500 ft. S. of cemetery, 40 ft. S. of T-rd. E. , in stone post; standard tablet stamped "Prim Trav Sta No 40 P1924 Mo 635" -

Pine Valley School, 800 ft. S. of, 80 ft. SW. of rd. forks, in large rock; standard tablet stamped "Prim Trav Sta No 4l p 1924 Mo 753"

Elllngton, 6 mi. S. of, 150 ft. S. of Missouri Southern R.R. at rd. crossing, in concrete culvert; standard tablet stamped "Prim Trav

Elllngton, 3 ml. S. of, 10 ft. N. and 20 ft. W. of Missouri Southern R.R. at rd. crossing, in concrete culvert; standard tablet stamped

Elllngton, In concrete pOTVsh of J. P. Shy's store; standard tablet stamped "Prim Trav Sta

Prim Trav Sta No 56 1913 Mo 675 (previouslydescribed}

Latitude

01 II

37 06 17.79 37 07 09.1 37 07 14.3.3

37 08 27.55 37 08 42.9 37 09 38.8

37 10 02.50 37 10 29.2 37 11 00.3

37 11 38.62 37 12 23.1 37 1249-4 37 1335.2 37 4 11.1

37 1429.67

37 1429.70

Longitude

a I n

90 59 55.7.8 90 59 04.8 90 59 14.4

90 59 20.55 90 58 46.1 90 5833.4

90 58 34.71 90 57 47.8 90 57 29.0

90 58 12.74 90 5§ 05.7 90 58 06.9 90 58 12.6 90 58 13.2

90 58 12.67

90 58 18.80

Distance

Feet

1,805 6,633 3,551

4,500 3,192 5,740

2404 4,680 3,494

5,254 4,555 2,680 4,65p 3,634

1,876

496

3. PROM SEC. 6, T. 28 N., R. 1 E., WEST INTO CARDAREVA QUADRANGLE AT SEC. 1, T. 28 N., R. 1 W. (by C. R. Fisher In 1924)

Prim Trav Sta No 4l P 1924 Mo 753 (previously 37

37 0821.9090

5920.555939-7 i £cO

(Continued in Cardareva quadrangle; see line 3.)

4. PROM PIEDMONT QUADRANGLE AT SEC. 29, T. 30 N., R. 3 E., WEST TO ELLINGTON (by C. R. Fisher in 1924)


Riverside School, 500 ft. N. of, 200 ft. E. of T-rd. W., 130 ft. HE. of house, in top of limestone ledge; standard tablet stamped "Prim Trav Sta No 87 P 1924 W 1925 561"

37 14 41-3

37 14 27.56 37 14 31.8 37 14 34.9 37 14 37.0

90 45 56.2

90 46 13.03 90 47 08.7 90 47 50.0 90 48 30.5

(6,020)

1,960 4,525 3,353 3,279

(For balance In Redford quadrangle, see line 3.)

Prim Trav Sta No 44. P 1924 Mo 667 (previously

37 14 58.4 37 14 49-9 37 14 47-0

37 14 29.67

90 56 28.7 90 57 08.6 90 57 58.0

90 58 12.67

(3,710) 3,332 4,014

2,114

5. PROM PIEDMONT QUADRANGLE AT SEC. 5, T. 28 N., R. J E., NORTHWEST TO ELLINGTOH (by W. R. Broaddus in 1932)


Piedmont, 6.4 ml. W. of, 17.! ml. SE. of Elllngton, 32 ft; N. of rd., 30 ft. SE. of Zlmkl dark's house, at SE. corner of yard, 3 ft. S. and 14. ft. W. from fence corner, In concrete post; standard tablet stamped "T T 1 B 1932 476" .

Rd. opposite blazed sycamore tree at rd. Junction, near W. end of low-water bridge

Piedmont, 9.1 mi. W. of, along Ellington rd., In Logan Creek Valley, 30 ft. S. of rd. at Junc tion of rd. from Logan Creek School, 25 ft. . N. and 55 ft. E. of NE. corner of Carter Mill building (destroyed), in concrete post; standard tablet stamped "T T 2 B 1932 14.83"

Rd. at blazed tree, about 80 ft. SW. of dwelllng-

37 08 00.60

37 08 40.8

37 08 55-13 37 09 39.1

90 45 38.55

90 46 31.0

90 k7 35.09 90 48 24.3

(10,875)

5,886

5,392 5,971

Reported moved by State Highway Department, July 25, 1938, 27 ft. S. 20° W. from described location and position.


Station

Elllngton, 10.5 ml. SE. of, along Piedmont rd., 0-7 ml. E. of Lower Doe Run School, 20 ft. N. and 90 ft. E. of rd.' forks, 20 ft. N. of rd. at curve, In concrete post; standard tablet

Rd. corner, about 300 ft. E. of farmhouse of

Elllngton, 7 ml. SE. of, along Piedmont rd. , 2.8 ml. HW. of Lower Doe- Run School, JO ft. S. and 35 ft. W. of rd. corner, 35 ft. N. and 15 ft. E. of N. corner of Z. W. Larkln's house, Inside yard fence, 10 ft. W. of gate, In concrete post; standard tablet stamped "T T 14. B 1932 701 1?

Junction of lane NE. , near Upper Doe Run School -

Elllngton, 3.7 ml. SE. of, In Doe Run Valley, 83 ft. N. of rd., 27 ft. S. and 20 ft. E. of SE. corner of Lee Webb's house, 3 ft. SW. of fence corner, In concrete post; standard

State Highway 21 at Junction of rd. SE. to Doe

Rd. at triangular-blazed tree, about 100 ft. NW.

Prim Trav Sta No klj. P 192k Mo 667 (previously

Latitude

0 | II

37 09 kk.2 37 09 52-8 37 09 39-8

37 09 50-78 37 09 36.7

37 10 15.14.

37 10 14.6.52 37 11 23.3 37 11 1*5-1

37 12 06.77 37 12 14.2.2

37 12 51-8

37 13 32.5

37 lk 29-67

Longitude

0 1 II

90 14.8 29.0 90 £8 38.2 90 li.9 20.0

90 56 314.. 8090 51.11.5

90 52 22.6

90 53 31.51 90 54 16.0 90 5!; k6.7

90 56 01.1|2 90 56 Ii8. 2

90 57 03.6 90 57 21).. 5

90 58 12.67

Dis'tance

Feet 637

1,47 3,939

6,152 3,293

6,965

6,3975,177 3,318

6,k33 5,210

1,578

k,k5k

6,971

6. FROM PIEDMONT QUADRANGLE WEST ALONG STATE HIGHWAY 3!; TO U.S. HIGHWAY 60, THENCE SOUTH ALONG U.S. HIGHWAY 60 INTO GRANDIK QUADRANGLE (by W. R. Broaddus In 1952)'


Leeper, 5-1 ml > w - °f» along State Highway 3k, 30 ft. S. of highway, 20 ft. S. and 85 ft. E. of highway at junction of dim rd. SE. crossing Reynolds-Wayne county line, In concrete post; standard tablet stamped "T T 7 B 1932 755"

Oakgrove School, 36 ft. S. and 63 ft. E. of State Highway 34 at crossroad (rd. S. to Hadley), 105 ft. W. of front door of schoolhouse, In concrete post; standard tablet

Junction of rd. N. at triangular-blazed tree Garwood, 3.! ml. E. of, along State Highway 3k,

35 ft. NW. of highway, 35 ft. S. and 65 ft. W. of crossroad, 10 -ft. NE. of triangular-blazed oak tree. In concrete post; standard tablet

Highway at triangular-blazed oak tree, at top of hlil ___________ _ _______________________ __ ___

Highway at crossing of Missouri Southern R.R, Garwood, 80 ft. S. and 50 ft. W. from Sff. corner

of Copeland's store, 30 ft. N. of State Highway 314., 20 ft. S. of Missouri Southern R.R. track at switch, In concrete post; standard tablet

R. L. Yount Memorial Church, center of cupola - Highway at N. point of triangle formed by

Garwood, k ml. SW. of, 90 ft. S. and 60 ft. W. from highway at N. point of triangle formed by junction of U.S. Highway 60, in concrete post;

37 '05 17.6 37 05 05.2

37 05 08.00 37 05 27.6

37 05 26.78 37 05 09.3 37 05 26.2

37 05 08.22 37 0(4. 21.0

37 014. OS.2 37 03 56.0

37 03 5540 37 Ok 07.2 37 ok 06.0 37 03 57.8

37 03 (4.6.14. 37 03 08.5

37 02 14.8.68 37 02 05.8 37 01 10.6

90 ks 50.14.90 lib 18.0

90 L6 kk.9590 k7 2k.2

90 k8 294090 lj.9 22.190 50 29.5

90 50 ko.09 90 50 14.7.390 51 kO.l90 52 10.5

90 52 3k.k6- 90 53 23.2 90 5£ 13.2 90 5)4- 35-9

90 5k k7.k 90 %. 30.0

90 5J4- 38.21 90 5k 31.5 90 5k 26.9

(5,575) 2,5614.

2,198 3,749

5,281 £,62k 5,7lS

2,012 1^,785

lj-,577 2,636

l,9ko k,i30 k,051 2,018

1,14.80 14-, 085

2,107 lt.,573 2,275


Station

Van Buren, 10.6 mi. E. of, along U.S. Highway 60, 2.6 mi. S. of Junction of Highway 60 and State Highway 21, 40 ft. N. and 45 ft. W. of highway at Junction of rd. W. , in limestone boulder; standard tablet stamped "T T 12 B

Latitude

37 oo 53.46t,i nn nx.li

Longitude

o i n

90 53 5k.49QO t;li nfi.Ji

Distance

Feet

5,711«;.m«;

(Continued in Grandln quadrangle; see line 3.)


GRANDIN QUADRANGLE (Latitude 36°45'-37 000 1 ; longitude 90°45'-91°00')

Carter and Ripley Counties

1. PROM WILL1A1KSVILLB QUADRANGLE WEST ALONG ST. LOUIS-SAN FRANCISCO RAILWAY INTO'VAN BUREN QUADRANGLE (by C. R. Fisher in 1924)

(Continued from WilliBuisvllle quadrangle; see line 1.)

Station

Ellsinore, 1.8 ml. W. of, 120 ft. S. of St. Louis-San Francisco Ry., on W. side of Military Road, 45 ft- S. and 10 ft. W. of fence corner at rd. crossing; iron post stamped "Prim Trav Sta No 26 F 1924 Mo 779"

Grandln Junction, 140 ft. SE. of St. Louis-San Francisco Ry, sta. sign, 80 ft. E. of track, 3 ft. from SW. corner of grocery store; iron post stamped "Prim Trav Sta No 27 F 1924 Mo

Hunter, 0.5 ml. N. cf, 100 ft. W. of St. Louis- San Francisco Ry., 30 ft. W. of gate, 2 ft. S. of N. line of public rd. ; Iron post stamped

Chilton, 3 ml. E. of, 350 ft. E. of St. Louis- San Francisco Ry. at rd. crossing, 11 ft. N. of track, 100 ft. N. of rd., at E. end of R.R. cut, in ledge; standard tablet stamped

Latitude

0 | It

36 55 45-2

36 55 38.1036 55 35-3 56 55 52.0

36 55 36.80 3§ 55 19-3 36 5S 10.2 36 54 22.7

36 53 58.83 36 54 26.0 36 55 12.1 36 55 38.5

36 55 26.50 36 55 23.0 36 55 51.1

Longitude

o i n90 45 47.5

90 46 30.06 90 47 43-1 90 48 49-3

90 49 06.32 90 49 16.4 90 50 14.4 90 50 35.4

90 51 00.43 90 51 03.2 90 51 20.9 90 52 16.4

90 52 40.08 90 52 59- 8 90 54 50.3

Distance

Feet (4,870)

3,530 5,936 5,636

2,066 1,952 4,796 5,102

3,148 2,760U.873 5,240

2,274 1,637 9,413

178220 O 39 7


Station

Chilton, 195 ft. N. of St. Louis-San Francisco Ry. , 12 ft. W. of W. H. Todd's house, In rock ledge; standard tablet stamped "Prim Trav Sta

Short, 0.2 ml. W. of St. Louis-San Francisco Ry. sta., near rd. crossing, 50 ft. S. of track, 1 ft. N. of fence; Iron post stamped "Prim Trav

Latitude

01 It

j,6 55. 54-70^ 55 55-2Ti cZ r\D O

*,6 56 k2.8

36 57 49.0*(> ";fl PQ.fl

Longitude

0 1 II

90 55 18.3990 56 OO.i90 57 10.890 56 01.5

90 59 16.9690 59 00.8QO RQ 01.1

Distance

Feet

2,307

5,903r i£0

6,4474,353

i .i=n

(Continued In Van Buren quadrangle; see line 1.)

2. FROM POINT 3.5 MILES NORTHEAST OF HUNTER SOUTH ALONG STATE HIGHWAY 21 INTO DONIPHAN QUADRANGLE (by W. R. Broaddus in 1931)

Junction trlangulatlon sta.; U.S.C. & G.S.

Hunter, 1.2 ml. NE. of, 3 mi. SW. of U.S. Highway 60, 200 ft. N. and 12 ft. E. from rd. Junction,

. 23 ft. E. of highway, In concrete post;

Junction of main rd. to Hunter, 60 ft. 3. of

Hunter, 2.1 ml. S. of, along State Highway 21, at foot of hill, 51 ft. N. and 37 ft. W. of highway at E. and-W; crossroad,- 9 ft. N. .and 2 ft. E. of fence corner, in concrete post; standard tablet stamped "T T.55 B 1931 6k9"

Grandin, 6l ft. S. and 30 ft. W. of State Highway 21 at crossing of St. Louis-San Francisco Ry., 310 ft. S. of highway bridge over Little Black River, 63 ft. N. and 30 ft. W. of crossroads, In concrete post; standard tablet stamped "T T 56 B 1931 586" :

Grandin, 2.7 mi. S. of, along State Highway 21, 150 ft. N. of highway at timber rd. W. and lane E., 15 ft. S. of fence corner at NW. corner of field, on S. side of woods, in concrete post; standard tablet stamped "T T57 B 1931 713" - - -

Intersection of 0.8 ml. tangent N. 21° 30" W.,

(Continued In Doniphan quadrangle;

36 55 48.68 36 55 28.9 36 55 14-5 36 54 39.3 36 54 24.3

t»

36 53 56.00

36 53 25.1 36 52 51.9 .36 52 30.4

36 51 47.83 36 50 49-0

36 49 k6.3l36 49 17.736 48 45 -8

36 47 52.52.

36 46 38.0 36 45 31-4 36 45 16.0

see line 1.)

90 48 37.62 90 48 50.2 90 49 oo.o 90 49 24.1 90 49 44-7

90 50 30.08

90 50 31.2 90 50 16.7 90 50 00.8

90 49 38.26 90 49 39.2

90 49 22.57 90 49 49-9 90 50 03.5

90 50 17.31

90 50 07.4 90 50 09.0 90 49 4o.8

. 1^660 4,058 2,265

4,662

3,125 3,56i 2,523

4,676 5,950

6,485 3,666 3,4l4

5,492

7,58l 6,734 2,776

3. FROM RUBLE QUADRANGLE-SOUTHEAST ALONG U.S. HIGHWAY 60 TO POINT 3.5 MILES NORTHEAST OF HUNTER (by W. R. Broaddus in 1931)

(Continued from Ruble quadrangle; see line'6.)

U.S. Highway 60 and St'ate Highway 21, 6.7 mi. NW. of S. Junction of, 30 ft. N. of Highway 66, 65 ft. S. and 15 ft. W. of SW. corner of C. E. Hedgepeth's general store, In concrete, post; standard tablet stamped "T T 13 B 1932" -

Junction of rd. SE. to Grassy Valley School U.S. Highway 60 and State Highway 21, 3.3 mi. NW.

of S. Junction of, on top of hill, 115 ft « E - of crossroads, 35 ft. N. of Highway 60, in concrete postf standard tablet stamped "T T14 B 1932" -

36 59 46.4 36 59 30.6

36 59 20.52 36 59 07-6 36 58 05.1 36 57 53-1

36 57 46.66 36 57 40.2

90 53 52-3 90 53 39.4

90 52 37. L8 90 52 00.7 90 51 50.6 90 51 04-5

90 50 20.8? 90 49 41-4

(2,062) 1,910

5»123

3»937

3,602 3,269

* Reported destroyed by L. V. Johnson in 1932.

PART 1, SOUTHEASTER]} MISSOURI, 1903-1937

Station

Junction of rd. E., about 14.5 ft. W. of quarter cor. between seca. jk. and 35, T. 27 N.,R 2 E ----

T. 26 N., R. 2 E., N. cor. sees. 2 and 3, 1J5 ft. W. of highway, wooden post marked

Junction trlangulation sta. (previously

Latitude

o I ft

56 56 54-9

36 55 lt.8.68

Longitude

0 | It

90 itf 21.1

90 k9 21.090 k9 ok-7

90 48 37.62

Distance

Feet

4,299

2 / TF C

4,029

14.. PROM WILLIAMSVILLE QUADRAHGLE WEST ALOHG U.S. HIGHWAY 60 TO 3RANDIN JUNCTION (by W. R. Broaddus In 1932)

(Continued from Wllllamsvllle quadrangle; see line 5.)

Ellslnore, 1.8 ml. W. of, 2 ml. E. of State Highway 21, 37 ft. N. and 52 ft. W. from Junction of rd.' N., 11 ft. W. of fence corner, In concrete post; standard tablet stamped "T Tn\ t Tt -\ QTT 11 _

Junction trlangulation sta. (previously

56 55 50.1 56 55 58.9 56 55 56.6

56 55 55-82 56 55 55.6 56 55 54-5

36 55 14.8.68

90 k5 02.5 90 k5 29.2 90 14.5 36.1

90 k6 30.01 90 (4.7 12.8 90 k? kk.i

90 k8 37.62

( l'W601

4,588 5,476 2,559

4,578

PROM VAN BUREN QUADRANGLE AT SEC. 6. T. 25 N., R. 1 E., NORTHEAST TO HUNTER (by C. W. Williams in 1935)

(Continued from Van Buren quadrangle; see line k.)

Rd. at fence N. on line between sees. 5 an(i 6,T. 25 N., R. 1 E. -

Rd. fork E. - Jed Smith School, klj. ft. N. and 210 ft. W. of,

7.2 mi. SW. of Hunter, 50 ft. W. of Hunter- Short rd., in limestone rock) standard tablet

Rd. fork W. - --Center of rd., k8 ft. E. of 12-in. white-oak tree

T. 26 N., R. IE., cor. sees. 26, 27, jk, and 35,

Hunter, k.6 ml. SW. of, 0.8 mi. S. of Hunter Perry, 780 ft. S. of rd. Junction, 90 ft. S. of creek crossing, 30 ft. W. of and 10 ft. above rd., in limestone ledge; standard tablet

Rd. at fence S., in line with W. side of large

T. 26 N., R. 1 E. , probable E. cor. sees. 2k and

Pile of rocks around iron pipe on line between

Hunter, 1.7 mi. W. of, 17 ft. N. and 10 ft. above rd., in line with E. side of J. H. Bacon's house, in limestone ledge; standard tablet stamped "B 86 1925"

Hunter, rd. at fence S. on W. side of high

Prim Trav Sta No 28 P 192k 735 (previouslydescribed)

56 51 59-756 51 55-956 51 25-7

36 51 16.8956 51 39.256 51 44-1

36 52 35.9 rf cz no i

56 53 10.96

36 55 05-5

36 53 08.636 53 06.3

36 53 07.6

36 53 06.1|256 55 29-5

36 53 32.5

90 59 12.9 90 58 Itf.l90 58 10.9

90 57 23.7790 57 04.5 90 56 55-6 90 55 59.6on c. c c*7 c90 5.5 4o.7

90 55 1648

90 5k 28.290 54 09.090 55 49-590.53 22.6

90 53 05.0

90 52 33.6990 51 48.4

90 51 09.0

90 51 00.10

(6,153)

3,216

2,750 676

2 QQP

2,157

5,962

2,05k

1,689

1,458

2,5504,562

5 OT *7

2,755

6. PROM POINT 7.2 MILES SOUTHWEST OP HUNTER, SOUTHWEST TO POINT 0.3 MILE SOUTH OP SHORT (by C. W. Williams In 1935)

Rd. at triangular-blazed 20-ln. blaek-oak tree Rd. at triangular-blazed l6-in. black-oak tree

Rd. fnr-k S- ----- ___________ . __ .__-. .

36 51 16.8936' 51 02.656 50 57-556 50 49456 50 39-6*£ CLfl 17 _X

90 57 23.77 90 57 14.8.790 58 17.6 90 59 06.190 59 10.0 on so zii.R

2,4892,402 4,0301,045*..n?n

(For balance In Van Buren quadrangle, see line 5.)

Rd. forks Short, 0.3 ml. S. of, near center sec. 30,

T. 25 N., R. IE., 55 ft. W. of rd., on S. side of large spring, in ledge; standard tablet stamped "B 82 1925" ;

36 14.8 19.9

36 kl 51-97

90 59 514.. 6

90 59 36.78

(3 ,016)

.174



DONIPHAN QUADRANGLE (Latitude 36 830'-36°k5'; longitude 90°k5'-91000')

Ripley County

R I E R 2 E\

112

PROM GRANDIN QUADRANGLE SOUTH ALONG STATE HIGHWAY 21 TO STATE HIGHWAY Ik, THENOE EAST ALONG STATE HIGHWAY ll* INTO ACORN QUADRANGLB (by W. R. Broaddus in 19J1)

(Continued from Orandln quadrangle; see line 2.)

Station

Donlphan, 10.1 ini. N. of, O.lj. ml. NW. of State Highway 21 bridge over Little Black River, 68 ft. W. of highway, 90 ft. N. of John Grove's house, 7 ft. E. of 20-ln. oak tree, In concrete post; standard tablet stamped "T T 58 B 19J1

Little Black River, center of bridge over Highway at triangular-blazed tree on W. side of

rd., about 120 ft. from S. end of curve.

Donlphan, 6.9 ml. NE. of, along State Highway 21, 35 ft. S. and 35 ft. E. of highway at cross road, in Otto Poke's front yard, In concrete post; standard tablet stamped "T T 59 B 1931" -

Donlphan, k.5 mi. NE. of, along State Highway 21, 0.7 ml. N. of Oak Grove School, about 60 ft. S. of Emmon's store, 31 ft. S. and 3k ft. E. of highway at rd. E., in concrete post; standard tablet stamped "T T 60 B 1931 559"

Donlphan, 2 ml. NE. of, 25 ft. R. and 65 ft. E. of Junction of State Highways Ik and 21, 7 ft - E. of fence corner, in concrete post; standard

(Continued in Acorn quadrangle; se

Latitude

o i n

36 kk 52.3936 hk fe.o36 k3 1*6.2 36 1*3 29.6

36 k2 36.88 36 1*2 IS.O36 1*1 54.0

36 14.0 52.11 36 5o 26.336 39 W.2 36 39 33.8

36 38 la. 5k 36 38 ko.8 36 38 1*5.5 36 39 07.3

e line 2.)

Longitude

ai n

90 kg 58.7.1*90 1*8 3l*.6

90 kg 27.0 90 1*8 06.9

90 1*7 k7.81* 90 k7 k2.6 90 k7 36.9

90 k7 30.k6 90 k7 31.3 90 k7 32.0 90 1*7 32.3

90 k7 45.58 90 k7 00.7 90 1*6 28.3 90 1*5 38.6

Distance

. Feet

(1*,166) 2,100

5.971* 2,338

5,555 2,25k2,171*

6,278 2,609 3,860 i,k5l*

5,392 3,658 2,682 I*,6l9

2. PROM SEC. 25, T. 2k N., R. 2 E., WEST TO SEC. 22, T. 2k N., R. 2 E. (by W. R. Broaddus in 1931)

T. 2k N., R. 2 E., quarter cor. between sees.

Rd. corner from E.-N. at fence W.

Rd. fork W. T. 2k N., R. 2 E., quarter cor. between sees,

and 23, rd. W. from crossroads at fences N.S »^«^

Brooks trlangulatlon sta.; U.S.C. & G.S.

2k

22and

36 1*2 36.88

36 k2 37.336 k2 37-3 36 k2 50.7 36 k3 03.7

36 k3 03.7

36 1*2 kl|..83

90 1*7 k7.81*

90 k8 00.9 90 1*8 5k.7 90 k8 5U. 6 90 1*9 05.3

90 1*9 37.7

90 50 1^.85

1,058 k,38o l,3ko 1.581

2,6k5

3,575


Station Latitudeat "

Longitude

01 n

Distance

FeetPROM SEC. 25, T. 2k »., R. 2 E., NORTHEAST INTO ACORN QUADRANGLE AT

SEC. 16, T. 24 N., R. 5 E. (by W. R. Broaddus in 1931)

T T 59 B 1931 (previously described) T. 24 N., Rs. 2 and 5 E., cor. sees. 19, 2k, 25,

and 30> oorner stone about 10 ft. S. of T-rd.

T. 2k N. , R. 3 E. , near quarter cor. between sees. 17 and 20, 9*6 ml. HE. of Donlpfhan, 'on old Greenville rd., 50 ft. W. of rd., 5 ft. N. of line of N. face of Bellview Baptist Church, 9 ft. H. of center of gate to cemetery, 9 ft» N. of blacks-oak tree, In concrete post;

36 k2 56.88

56 42 57-5 36 k2 55-0 36 45 02.0

36 45 29.1956 45 kO.6 56 k5 51.7

90 47 k7.8k

90 k7 28.1 90 46 22.1 90 £6 06.1

90 45 38.11 90 45 23.0 90 k5 04.7

1,608 5,3813,022

5,575 1,685 1,870

(Continued in Acorn quadrangle; see line 3.)

k. PROM POINT 2 MILES NORTHEAST OP DONIPHAN WEST ALONG STATE HIGHWAY Ik TO SEC. 16, T, 23 N., R. 1 E., THENCE NORTH INTO OATEWOOD QUADRANGLE AT SEC. 18, T. 24 N., R. 1 E. (by H. W, Gross and C. W. Williams in 1935-36)

T T 61 B 1931 558 (previously described)

T. 25 N., R. 2 E., cor. sees. 13, Ik, 23, and 2k, Iron pin In E.-W. fence, 95 ft. W. of highway -

Donlphan, in top of N. end of concrete abutment at W. end of bridge over Current River; standard tablet (set by water-resources branch

C.S.C. & G.S. standard disk stamped. "S 67 193k" - D.S.C. & O.S. standard disk stamped ?T 67 1954" - Dbnlphan, 2.7 mi* W. of, along State Highway Ik,

from Current River bridge, 25 ft. S. and 25 ft. E. of highway at rd. N., In top of S. head wall of concrete culvert; standard tablet stamped "13 J 1955 455"

Twin oak tree* 35 ft. E. of highway, Forest Service poster marked "10 chains E. of cor. sees. 17, 18, 19, and 20, T. 23 N., R, 2 E." r~

XJ.S.C. & O.S, standard disk stamped *U 67 193k" -

TJ.S.C. & G.S. standard disk stamped "V 67 1954" -"

tt.S.C. & G.S. standard disk stamped "W 67 195k? -

UiS.C. & G.S. standard disk stamped "X 67 193kn -

T. 25 N., R. 1 E., in NW lA aec. k, 2-9 ml. N. . of State Highway Ik, along Briar Creek-Bennett rd., in triangle formed by Junction of rd. W., 33 ft. W. of rd., 35 ft. N. of small creek, in concrete post; standard tablet stamped "T T .1622 ERA 1935"

Rd. at fence E., in W 1/2 sec. 28 ; T. 2k N.,.R 1 T?

Bennett, 2.2 ml. SE. of, 50 ft. W. of rd. Junction, on S. bank of Buffalo Creek, 12 ft. N. of fence, in rock ledge; standard tablet

(Continued In Oatewood quadrangle;

36 38 kl-54 36 58 25.0

56 58 15.6 56 57 49-9 56 57 55,5

56 57 02.20 56 56 53.17 56 57 4V43

56 58 07.77

56 58 20.056 38 25.21 56 58 08.556 38 20.21 36 38 28.2 36 38 12.31 36 38 17.3 36 38 47-2 36 38 53.1836 59 i8.k 56 59. 45-4 56 39 59-156 40 3^.k

36 ko 55.0256 kl 12.5 36 kl 55.7

36 k2 22.2 56 k2 kl.U

56 k2 58.52 56 k3 ik.S 36 k5 k5.o 56 k3 54.2

see line k. ]

90 k7 k5.58 90 k8 07.5

90 k8 58.5 90 k9 09.5 90 kg 36.8

90 50 2k. 1990 51 03.89 90 51 53.68

90 52 18.18

90 52 56.0 90 53 31.2k 90 5^ 11.8 90 55 20.99 90 55 54-3 90 56 50.20 90 57 26.6 90 57 59»1 90 56 l4«29 90 58 31.6 90 58 49-7 90 58 15.2 90 58 01.8

90 58 17. kk 90 58 31.6 90 58 16.4

90 58 06.5 90 58 06.1

90 58 31.50 90 58 54.7 90 59 2k.l 90 59 41.8

2|k35

2,720

2^659

5,130

m2,725

3,317 2,892 3,656 5,762 2,&2&4,833 3,0104,017 1,376 2,918 3,097 3,130 3,756

2,440 2,115 4,554

2,797 1,950

2,680

5!?86 1,797


Station

5. PROM SEC. 20, T. 24 N., R. IE., EAST TO (toy H. W. Gross in 1936)

Triangular-blazed 30-ln. post-oak tree at SE.

Bennett, 5.5 ml. SE. of, 0.4 ml. S. of Buffalo Creek at ford, 80 ft. E. of rd. at ravine, at foot of hill, in top of boulder; standardtablet stamped "3 B 1925"

Woods rd. at l6-in. black-oak tree in fence on E. bank of Current River, about 350 ft. N. of

T. 24 N., R. IE., sec. 24, about 0.2 mi. W. and 270 ft. S. of NE. cor. of, about 200 ft. S. of ridge rd. at saddle between two prominent hills, 47 ft- ". of rd., 7 ft. W. of triangular-blazed 24-in. post-oak tree, 8 ft. S. of 10-ln. pine tree, in top of l8-in. square sandstone} standard tablet stamped

T. 24 N., R. IE., E. cor. sees. 13 and 24, pile

Twin 4o-ln. sycamore tree at edge of small creek, near quarter cor. between sees. 18 and 19, T. 24 Ni, R. 2 E.

T. 24 N., R. 2 E., cor. sees. l6, 17, 20, and 21,

Ridge rd. at triangular-blazed 12-in. elm tree

Rd. forks, 65 ft. N. and 200 ft. W. from pile of

Brooks triangulation sta. (previously descrlbed)-

Latitude

o t n

SEC. 22, T. 2

36 42 58,5236 43 10 : 6 36 43 25.9

36 43 53-6

36 45 1,6.14 56 44 04.7

36 45 55-9

36 43 31.58 36 43 34-2

36 45 52.5 36 45 47.2 36 43 4o.o

36 43 50.5 36 43 16.636 42 49-2 36 42 44.83

Longitude0 | II

[4. N., R. 2 E.

90 58 31.30 90 57 56.8 90 57 25.7

90 56 33.5

90 56 13.60 90 55 36.8

90 55 05.4

90 5k 18.38

90 5(4. 01.9

90 55 2S.7 90 52 14.6.6 90 51 5k. 3

90 51 14.7.6

90 51 29.3

90 51 07.8 90 50 14.85

Distance

Feet

3,062 2,971

4,355

2,389 5,752

2,787

4,438

1,570

2,947 3,516 4,319

1,104

2,048

3,282 4,554

6. PROM POINT 0.7 MILB; WEST op DONIPHAN SOUTH ALONG STATE HIGHWAY 21 TOPOYNOR, THENCE EAST ALONG ROADS TO SEC. 33, T. 22 N., R. 2 E. (by C. W. Williams in 1935)

U.S.C. & G.S. standard disk stamped "R 67 1934" - U.S.C. & G.S. standard disk stamped "Q 67 1934" -

U.S,C. & G.S. standard disk stamped "P 67 1934" -

T. 22 N., R. 2 E., center sec. 17, iron pipe in

U.S.C. & G.S. standard disk stamped ''M 67 1934" -

T. 22 N., R. 2 E., W. cor. sees. 19 and 30, T-rd.

U.S.C. & G.S. standard disk stamped "L 67 1934" -



Poynor, 2 ml. E. and 0.5 ml. S. of, in NW 1/4 NW lA sec. 33. T. 22 N., R. 2 E., 25 ft. E. of N.-S. rd., 81 ft. S. of fence E., N. of old church, in concrete post; standard tablet

36 36 55-17 36 36 25.62 36 36 02.26 36 35 20.4 36 34 50.05 36 35 57-056 35 08.8 56 32 58.4 36 32 30.79 36 32 16.9

36 31 51-6 36 31 37-6 36 31 19.86 36 31 14.2

36 31 24.2

36 31 23.5

36 30 55.90

90 51 03.89 90 51 26.19 90 52 06.68 90 52 54-1 90 52 52.92 90 52 39-2

90 52 k9.6 90 53 06.0 90 53 29.62 90 53 4l-2

90 54 22.0 90 54 11.2 90 5k 21.25 90 54 24.8

90 55 23.5

90 52 19.5

90 52 19.40

5,527 4,059 5,750 3,076 5.48?

4,942 1,705 3,391 1,690

4,203 1,672 1,969

644

5,102

5,231

2,791

7. PROM ACORN QUADRANGLE SOUTH ALONG COUNTY ROUTE E TO SEC, 32, T. 22 N., R. 3 E. (by C. W. Williams in 1935)

(Continued from Acorn quadrangle; see line 4«)

Doniphan, 4 mlt E > °f» along County Route B, in SW 1/4 SW 1/4 sec. 32, T. 23 N., R. 3 E., 32 ft. N. and 2l6 ft. E. of Route B at fence S. at N. cor. sees. 5 and 6, T. 22 N. , R. 3 E., 32 ft. N. of Junction of Routes B and E, in concrete post; standard tablet stamped '?T T 1625 ERA 1935" 36 35 57-54

56 35 15-5 36 34 26.2

90 46 18.86 90 46 19.6 90 46 21.3

(7,043) 2,231 4,990


Station

Donlphan, 6.8 ml. SB. of, along County Routes B and E, 29 ft. W. of Route E at rd. E. at center 'sec. 17, T. 22 N., R. 3 E., in concrete post; standard tablet stamped "T T 1626 ERA 1935" -

T. 22 H. , R. 3 E., quarter cor. between sees. 20

Donlphan, 9.7 ml. SE. of, along County Routes B - and E, near center NW 1/4. sec. 32, T. 22 N. ,

R. 3 E., lk6 ft. 3. and 2k ft. E. of Route E at rd. W. , In concrete post; standard tablet

Latitude

01 n

36 33 33-3

36 33 06.83 36 32 39-7

36 31 k8.] 36 31 21.8

36 30 ko.55

Longitude

0| II

90 1;6 23.1

90 k6 23.90 90k6 23.5

90 k6 2^.1 90 k6 '25.2

92.44.6 1|2.02

Distance

Feet 5,369

2,659 2,746

5,220 2,656

44i4

PROM SEC. 33, T. 22 N., R. 2 E., EAST TO SEC. 32, (by 0. W. Williams in 1935)

T. 22 II., R. 3 E.

T. 22 N., R. 2 E. f quarter cor. between sees. 28

T. 22 N., R. 2 E., cor. sees. 27, 28, 33, and 3k,

T. 22 N., R. 2 E., quarter cor. between sees. 26 and 35, Iron pin In rd. In front o'f dwelling

T. 22 N., R. 2 E., sees. 26 and 35, 12k ft. W. and 20 ft. S. of T-rd. W. at E. sixteenth cor. between, In concrete post; standard tablet

Triangular-blazed 20 ln. sycamore tree on W. bank

36 30 55.90

36 30 56.6

36 30 564 36 30 55-8

36 30 55.5

36 30 55-12

36 30 lj.7.2 36 31 oo. 14.36 30 U2.0 36 30 14.0.35

90 52 1940

90 51 14.7.1

90 51 15.0 90 50 09.6

90 14.9 36.6

90 lj.9 21.87

90 14.8 30.0 90 {4.7 £6. 3 90 kj lk. 790 lib k2.02

2,635

2,626 5,339

2-, 688

1,205

4,311 3,801 3,180 2,672

9. FROM SEC. 16, T. 23 N., R. IE., SOUTH TO SEC. 29, T. 22 N., R. 1 E. (by C. W. Williams in 1935)

(For balance In Oatewood quadrangl

Rd. at triangular-blazed 12-in. black-oak tree

(For balance In Qatewood quadrangl

Ponder, 0.3 ml. W. of, In SW 1/k SW 1/h sec. 5, T. 22 N., R. 1 E., 110 ft. W. of Junction of Bardley-Ponder and Oatewood-Ponder rds., 200 ft. E, of church, in concrete post; standard

,36 38 53.18 36 39 oo.l 36 39 06.7 36 39 01.8

e, see line 6

36 37 lj.5-2 36 37 18-5

e, see line 6

36 35 02.23

90 58 lk.29 90 58 31.9 90 59 22.0 90 59 55-5

.)90 59 1*7-2 90 59 554

.)

90 59 ko.81|

i)5&1*-,135 2,776

(2,026) 2,781.'

(3,U22)

(For balance In Oatewood quadrangle, see line 6.)

Ponder, 1 ml. W. and 2 ml. S. of, along Gatewood- Ponder and Bell View wagon rds., in sec.t 17, T. 22 N., R. IE., 30 ft. N. of rd. , 33 ft. S. and 35 ft. W. of SW. corner of schoolhouse, in concrete post; standard tablet stamped "T T i £xn TT p A loxc'i

T. 22 N., R. 1 E., cor. sees. 19, 20, 29, and 30,

Ponder, 5.8 ml. SW. of, along Gatewood-Ponder and Bell View wagon rds., In SW l/k SW 1/k sec. 29, T. 22 N., R. IE., near E.-W. see. line, 23 ft. N. and 26 ft. E. of crossroads, in concrete post; standard tablet stamped "T T 1632 ERA TOT en

36 33 314.-15 36 32 51.6

36 32 11.7 36 31 58.7 36 31 394

36 31 18.31

90 59 k6.87 90 59 53-6

90 59 50.1 90 59 55-3 90 59 14.9.9

90 59 k2.9l

(1,767) U,336

k,OSO 1,381 2,000

2,208

10. FROM SEC. 29, T. 22 N., R. 1 E., EAST TO POYMOR (by C. W. Williams in 1935)

T T 1632 ERA 1935 (previously described) Crossroads -- - ; Rd. at triangular-blazed 2k-in. white-oak tree

36 31 18.3136 31 31.736 31 36.6

90 59 142.91 90 53 29.2 90 58 1*3.5

1,7583,761


Station

T _ri m

Poynor, 0.8 ml. N. and 2-5 ml. W. of, In SE 1/lj. sec. 22, T. 22 N., R. IE., 25 ft. N. and 15 ft. E. of T-rd. E., near E.-W. sec. line, In concrete post; standard tablet stamped "T T 1635 ERA 1935"

T. 22 N., R. IE., cor. sees. 22, 2j, 26, and 27,

T. 22 N., R. IE., quarter cor. between sees. 24

T. 22 N., R. IE., E. cor. sees. 24 and 25, iron

Latitude

0| tl

36 31 28.S 36 32 06.8

36 32 01.84

36 32 00.2 36 31 57-9

36 31 55.0

36 31 53-2 36 31 19.86

Longitude

0 | 11

90 58 12.3 90 57 14.1-4

90 56 57.19

90 56 32.0 90 55 48-4

90 514. 5(4.. 6

90 54 22.0 90 5*4. 21.25

Distance

Feet 2,678 4, 622

3,61*2

2,059 3,567

4,402

2,671 3,369

11. FROM SEC. 33, T. 22 N., R. 2 E., SOUTH TO ARKANSAS-MISSOURI STATE LINE (single-run unchecked spur line by C. W. Williams in 1935)


T. 22 N., R. 2 E. , S. cor. sees. 32 -and 33, stoneQ 4- m Yu3 m

Ark. -Mo. State line, pile of rocks at T-rd. E.

36 30 55.90

36 30 30.7

36 30 014..6

36 29 53.5

90 52 19.14.0

90 52 20.6

90 52 20.7

2,550

12. FROM SEC. 32, T. 22 N., R. 3 E., SOUTH TO ARKANSAS-MISSOURI STATE LINE (single-run unchecked spur line by C. W. Williams In 1935)

Ark. -Mo. State line, County Route E at E.-W.

Ark. -Mo. State line, rd. corner from W.-H. at . S. cor. sees. 32 and 33, T. 22 N., R. 3 E. (in

36 30 UO.35

36 29 54-6

36 29 54.5

90 46 42.0290 46 43-5

90 45 55-0

4,630

3,960

13. FROM SEC. 29, T. 22 N., R. IE., SOUTH TO ARKANSAS-MISSOURI STATE LINE (single-run unchecked spur line by C. W. Williams in 1935)

Ark. -Mo. State line at pile of rocks on N.-S. line through center sec. 5, T. 21 N., R. 1 E.

36 31 18.3136 30 23-736 30 03.0

36 29 53.4

90 59 1*2.9190 59 16.890 59 10.3

90 59 23.9

5,9l§

1,478



GATEWOOD QUADRANGLE (Latitude 36°30'-36*45'; longitude 91°00'-91°15')

Oregon and Rlpley Counties

\ R I W |

1. FROM SEC. 25, T. 24 N., R. 3 W., SOUTH TO THE LINE IN COUCH QUADRANGLE (by W. R

MYRTLE, INCLUDING THAT PART OP Broaddus in 1932) *

Station

T-rd. S. near quarter cor* between aecs. 25 andof. 171 pliW T? ^ W -»-. -. __-.

T. 24 N., R. 3 W., stone at center sec. 25, 10 ft. S. of rd., 5 .ft* W. of NE. corner

T. 24 N., R. 2 W., W. quarter cor. sec. 30, 8 ft. N. and 8 ft. W. from rd. forks, 172 ft. N. of stone at E. quarter cor. sec. 25, T. 24 N., R ^ W

T. 24 N.) R. 2 W., about 700 ft. E. of W. cor. sees. 30 and 31, 27 ft. N. and 31 ft. E. of rd. corner, 4 ft. W. of triangular-blazed pine tree, in concrete post; standard tablet stamped

T. 24 N., R. 2 W. , center of SE 1/4 sec. 31, iron

Morgan School, near center of S 1/2 sec. 6, T. 23 N., R. 2 W., 6 ft. W. of W. door of schoolhouse, in concrete porch; standard

Triangular-blazed tree near rd. at bottom of

T. 23 N., R. 2 W., W. cor. sees. 7 and 18, rd.

T-rd W ------------ __ ___ _- _ . _ _ __ ____

T. 23 N., R. 3 W., in NE I/k sec. 24, 1 mi. E. of Dry Creek. 38 ft. N. and 3! ft. W. of State Highway l4 at crossroad, In concrete post;

T-fence E. at SW. corner of Williams 1 field -

T. 23 N,, Rs. 2 and 3 W. , approximate oor. sees.

Job, l.! 3 ml. N. of, in SW V4 sec. 36, T. 23 N., R. 3 W., 400 ft. N. of Dry Creek ford, 25 ft. N. and 30 ft. E. of Junction of rd. E., 7 ft. N. of fence corner, In concrete post; standard tablet stamped "T T 91 B 1932? -

Job, crossroads at cor. sees. 1, 2, 11, and 12, T 22 N R 3 W - - - _________ - --_

T. 22 N., R. 3 W., cor. sees. 11, 12, 13, and 14,

'"'Line 2 of Couch quadrangle Includes a portion of pp. 125-126).

Latitude

o i n

36 42 54-7

36 42 33.9

36 42 34.7

36 42 08.68 36 42 07.9 36 4i 41.7 36 41 41.4.36 41 28.3

36 ko 51.7336 40 52.736 39 56.6

36 39 34-1 36 39 31.2 36 39 05.3 36 38 54.8

36 3§ 35<57 36 38 15.5 36 37 57.2 36 37 22.5 36 37 ii.O

36 36 55.1

36 36 04.70 36 35 53-336 35 00.5

36 34 06.7 this line (ue

Longitude

01 n

91 15 02.6

91 14 29.5

91 13 57-2

91 13 48.88 91 13 16.3 91 13 16-9 91 13 00.5

91 13 00.7

91 13 30.17 91 14 oo.o91 14 01.391 14 01.4 91 14 01.6 91 14 02.291 14 02.5

91 14 15.25 91 14 17.191 14 20.091 14 04.7 91 14 13-391 14 05.3

91 14 57.6591 15 04.891 15 06.1

91 15 07.1 e Bull. 916-8

Distance

Feet

2,689

2,637

2,711 2,653 2,6SO 1,340

1,330

4,404 2,430

5,672

2,276 294

2,6251,055

2,203 2,037 1,870 3,7231,353

1,737

6,648 1,297

5,358

5.422


Station

Job, 2 mi. S. of, 31 ft. S. and 22 ft. W. of crossroads at cor. sees. 13, 14, 23, and 24, T. 22 N., R. 3 W. , 20 ft. S. of fence corner, in concrete post; standard tablet stamped

Myrtle, 1 mi. NE. of, 442 ft. N. and 40 ft. E. of S. sixteenth cor. between sees. 35 an<^ 56, T. 22 N., R. 5 W., 25 ft. N. and 40 ft. E. of T-rd. N. , in concrete post; standard tablet

Latl tude

o i 'n

36 35 594

36 35 11.78 36 32 26.2 36 31 51.0 56 51 574

36 30 48.04

Longl tude

.01 II

91 15 07-9

91 15 08.85 91 15 08.6 91 15 15-p 91 15 154

91 15 10.78

Distance

Feet 2,766

2,792 4,614 3,593 1,579

5,004

2. PROM VAN BUREN QUADRANGLE AT SEC. 12, T. 2k N., R. 2 W., SOUTH TO SEC. 6, T. 23 N., R. 1 W. (by L. A. Cassil in 1933)

(Continued from Van Buren quadrangle; see line 2.)

T-rd. W.

Bardley, near E. quarter cor. sec. 36, T. 2k N., R. 2 W. , 85 ft. NW. of gasoline pump at filling sta. on N.-S. rd. , 6k ft. SW. of SVY. corner of porch of Turner Mercantile Co., in concrete

Dodd triangulation sta.; U.S.C. & G.S. standard

36 44 51.136 14 16.536 14.3 50.136 k2 59.136 1+2 31.236 42 06.836 4l 50.8

36 kl 38.7336 4i 22.836 (4.1 13.836 lil l4.036 ko 19.536 ko 31.70

91 07 12.7

91 07 4.591 07 15.8 91 07 16.891 07 17.0 91 07 16.9

91 07 184891 07 17.1 91 06 ko.6

91 06 25.03

(2,117)54972 (*T\

5,159

24701,62k

1,225 1,6195,lp7 5,1455,5172,553

PROW SEC. 36, T. 2k N., R. 2 W., WEST TO SEC. 6, .T. 23 N., R. 2 W. (by L. A. Cassil in 1933)

Rd. fork NE.

Bardley, k ml. W. of, 55 ft. S. of Alton-Eardley rd., 38 ft. NW. of 15-in. oak tree, in buried boulder; standard tablet stamped "3 C 1935"

Rd. fork E. -

Eleven Point River, center of ford across

Center of gate in N.-S. fence

36 kl 38.73 56 kl 394 5$> 41 37.0 36 4l 22.3 36 kl 084 36 lio 50.136 kO 3k. 0

36 ko 25.5,6 36 ko 24. g36 kO kO.o36 lio 14.9 36 lio 4&.2 36 ko 48.5 36 lio 38.5 36 ko 51.73

91 07 1848 91 07 504 91 08 26.5 91 08 14.1 91 09 15.2 91 10 194. 91 10 24.3

91 10 3146 91 10 58.1 91 11 034 91 11 15.2 91 ll 55.0 91 12 Ofi.2 91 12 53.0 91 13 50.17

2^605 2,950 2,0652,900 5,550 1,680

I,0k0 2,170 1,700 1,040 1,620 2,390 4,100 5,509

k. PROK DONIPHAN QUADRANGLE AT SEC. IS, T. 2k N., R. 1 E., NORTHWEST INTO VAN BUREN QUADRANGLE AT SEC. 12, T. 2k N., R. 1 W. (by C. W. Williams in 1935) , %

(Continued from Doniphan quadrangle; see line !(. )

Bennett, in concrete porch in front ofW. 0. Robert's general store; standardtablet stamped 80 B 192S" 56

36'5.6 1244

(Continued in Van Buren quadrangle; see

58. k55-0

line

5 9191 91

6.)

00 0101

1519 52

58 (2,784)4,2<?2

PROM SEC. 36, T. 2k N., R. 2 W., NORTHEAST TO BENNETT (by C. W. Williams in 1955)

Pine, 14 ml. w - of, on Oregon-Ripley county line, 20 ft. H. and 17 ft. W. of T-rd. E. , 173 ft. N. and 17 ft. W. of T-rd. W. , in stone post; standard tablet stamped "77 B 1925"

56 kl 38.7556 42 314

36 42 59-37

91 07 16.7

91 07 15.99 91 06 34.8

5,529

2,8335,559


Station

Pine, rd. in line with W. side of general store - T. 2l(. N., R. 1 W., cor. sees. 20, 21, 28, and 29,

iron pin on side of bank at rd. corner from

Pine, 0.7 mi. E. and 0.3 mi. S. of post office, ' 250 ft. N. and 365 ft. W. of T-rd. E., 32 ft. N. and 22 ft. E. of A. L. Sprigg's barn, in rock outcrop; standard tablet stamped "78 B

Pine, 3 mi. E. of, 600 ft. E. of point where Bennett-Pine rd. leaves creek valley, 2kO ft. SW. of creek crossing, jk. ft. S. of rd., in top of granite boulder; standard tablet

Latitude

0 | II

36 42 57.9

36 42 58.6

36 42 144.9036 42 45.736 42 46.4

36 (4.3 13.29 36 43 40.1 .36 43 57-5 36 44 Qb.6 56 43 56.45

Longitude

o i n

91 05 48-3

91 04 57-2

91 05 02.1091 04 08.791 03 23.9

91 03 05.04 91 02 48-7 91 01 434 91 oo 33.8 91 oo 15.58

Distance

Feet 3,781 .

4,166

1,443 4,347 3,650

3, '129 3,02? 5,594 5,745 .1,692

6. PROM DONIPHAN QUADRANGLE AT SEC. 18, T. 23 N., R. 1 E., SOUTH INTO DONIPHAN QUADRANGLE AT SEC. 18, T. 22 N., R. 1 E. (by C. W. Williams In 1935)

(Continued from Doniphan quadrangle; see line 9-)

Briar Creek, 1.8 ml. W. along State Highway ik, thence 1 ml. S. from, in SE 1/1). sec. 19, T. 23 N., R. IE., 30 ft. S. of S. side of Billy McKinney's house, 12 ft. W. of rd.,-2 ft. E. of fence, in concrete post; standard tablet

(For balance in Doniphan quadrangl

T. 23 N., R. IE., center of SW 1/4. sec. 30, pile

T. 23 N., R. IE., approximate W. sixteenth cor. between sees. 30 and 31, stone 12 ft. W. of rd.

(For balance in Doniphan quadrangl

T. 22 N., R. IE., center of SE 1/4 sec. 6, iron

T-rd. W.

(Continued in Doniphan quadrangle;

36 38 34-0

36 38 01.29

e, see line 9

36 37 17-0

36 36 55-3

36 36 43.2 36 36 19.4 36 35 54.8 36 35 3°-2

e, see line 9

36 35 Ok.O 36 35 03.4 36 34 16.1 36 33 45-2

see line 9-

91 oo 02.9

91 oo -01.94.)91 00 22.6

91 oo 31.6

91 oo 32.0 91 oo 26.4 91 00 11.6 91 oo o4-4

.)

91 oo 00.6 91 oo 27.2 91 oo 19.5 91 oo 03.7

(2,875)

3,307

(2,216)

. 2,311

1,2232,453 2,764 2,560

(1,622) 2,168 4,826 3,380

FROM DONIPHAN QUADRANGLE AT SEC. 6, T. 22 N., R. IE., NORTHWEST ALONG ROADS TO SEC. 14, T. 23 N., R. 2 W., THENCE WEST ALONG STATE HIGHWAY l4 TO SEC. 24, T.. 23 N., R. 3 W. (by C. W. Williams and J. J. Beinlich in 1935-36)

T T 1629 ERA 1935 (In Doniphan quadrangle;

Rd. at rail fence S., on approximate line between sees. 1 and 6, T. 22 N. , Rs. 1 E. and 1 W

Gatewood, 3«8 mi. E. of, along Gatewood-Ponder rd., 125 ft. N. and 235 ft. W. of iron pipe at quarter cor. between sees. 2 and 11, T. 22 N., R. 1 W. , 50 ft. N. and 10 ft. W. of T-rd. S., 1 ft. S. of fence, in concrete post; standard

Rd. at fences N. and S., on line between se.cs. 10

Gatewood, in NE V4 NE 1/k sec. 8, T. 22 N. , R. 1 W., 80 ft. S. and 90 ft. W. of SW. corner of main part of post office building, 25 ft. S. and 15 ft. E. of rd. forks, in concrete post; standard tablet stamped "T T 1636 ERA 1935" -

Stone at property corner at rd. E. and abandoned

36 35 02.23

36 35 10.8 36 35 02.8 36 34 52.4

36 34 47.78

36 34 40.9 36 34 38.k 36 34 33-3

36 34 37.57*A *c: nr>-p

90 59 40.84

91 oo 52.6 91 01 19.0 91 01 53.4

91 02 36.95

91 03 06.7 91 OJ5 39.6 91 o4 43-8

91 05 28.50en n£ TV. *

5,9152,296 2,998

3,584

2,526 2,691 5,26i

3,661)

1. col,

TRANSIT TRAVERSE-IN MISSOURI

Station

T. 22 N., R. 1 W. , stone at NW. cor. sec. 6

Oatewood, 2.4 ml. NW. of, In NW 1/4 sec. 6, T. 22 N., R. 1 W., on SW. slope of prominent ridge and about 300 ft. from summit, 66 ft. N. of rd., In front of triangular-blazed. l8-in. black-oak tree, In top of large boulder;

Hurricane Creek, center of wooden bridge over Oatewood, 5*4 ml. NW. of, along Gatewood-Riverton

rd. , 370 ft. S. and 45 ft. W. of stone at E. sixteenth cor. between sees. 26 and 35, T. 23 N., R. 2 W., 35 ft. W. of rd. , 68 ft. S. and 33 ft. E. of house on Brock ranch known as Boyd's, 2 ft. N. of fence, In concrete post;

T. 23 N., R. 2 W., probable cor. sees. 13, 14,

U.S.C. & G.S, standard disk stamped "E 68 1934" -

U.S.C. & G.S, standard disk stamped "F 68 1934" -

Rlverton, bridge over Eleven Point River, In top of NW. wing wall; standard tablet (set by water-resources branch of U.S.Geol. Survey)-

U.S.C. & G.S. standard disk stamped "G 68 1934" -

T. 23 N., R. 3 W., stone at E. cor. .sees. 24 and 25, 230 ft. S. of stone at W. cor. sees. 19

Latitude

0 | It

36 35 25.9

36 35 58.0

36 35 39.09 36 35 39-6 36 35 41.9 36 36 04.0 36 36 28.1

36 36 48.03 36 37.18-5 36 38 00.6

36 38 35-6 36 39 03.63 36 38 56.4 36 38 40.0 36 38 .35-02 36 38 52.3

36 38 55.38 36 38 47.11 36-38 4l.5

36 38 39.2 36 38 35.57

Longitude

0 | II

91 06 43-0

91 07 27.4

91 07 21.42 91 08 01.3 91 08 31.2 91 08 42.1 91 08 54.2

91 08 53-24 91 08 35.5 91 0.8 39-9

91 08 33-5 91 08 50.07 91 09 25.8 91 09 57.8 91 10 24.84 91 11 oi.o

91 12 03.20 91 12 59.96 91 13 36.2

91 14 02.° 91- 14 15-25

Distance

Feet 3,331

4,865

1,972 3,252 2,451 2,4012,627

2,020 3,338 t,291

3,573 3,176 2,932 3; 088 2,258 3,427

5,075 4,701 3,007

2,189 1,072

8. ' FROM DONIPHAN QUADRANGLE AT SEC. 30, T. 22 'N., R. IE., WEST TO MYRTLE, INCLUDING THAT PART OF THE LINE IN ELM STORE, ARKANSAS, AND 'COUCH QUADRANGLES ' (by J. J. Belnlich in 1936)

T T 1632 ERA 1935 (In Donlphan quadrangle;

T. 22 N. , R. IE., quarter cor. between sees. 30

T. 22 N., R. IE., iron pin at W. cor. sees. 30 and 31, 270 ft. S. of iron pin at E. cor.

Rd. at rail fence E. on N. side of private lane - Warm Springs, Ark., about 1 mi. N. of, 12 ft. E.

of picket fence corner at W. sixteenth cor. sec. 2, T. 21 N., R. 1 W. , 26 ft. E. of rd.,' 16 ft. E. of iron pin on Ark.-Ito. State line, in concrete post; standard tablet stamped "T T4 G 1936"

Ark. -Mo. State line, iron pin 6 ft. N. and 22 ft.

Corner of wire fence S. and rail fence E., 31 ft. S. and 11 ft. E. from iron pin on Ark.-Kc.

T. 21 N., R. 1 W. , quarter cor. between sees. 4

Tucker, 4-2 mi. SW. of, by rd., 51 ft. W. of iron pin on Ark. -Mo. State line at E. sixteenth cor. sec. 5, T. 21 N., R. 1 W. , 11 ft. N. and 25 ft. W. of NW. corner of Amen Yarger's house, in concrete post; standard tablet stamped "T T 5 G 1936" - , -

Rail fence corner N. and W. at wire fence E., 0.2 ml. W. of S. cor. sees. 31 and 32,

T. 22 N., R. 2 W. , 437 ft. N. and 420 ft. W. of iron pin at S. sixteenth cor. on E. slde° sec. 36, 22 ft. N. and 420 ft. W. of rd. corner from S. to W., 105 ft. S. of SE. corner of L. A. -Reed's house, in limestone ledge; standard tablet stamped "T T 6 G 1936" -

T-rd. W.,,0.2 mi. N. of S. cor. sees. 35 and 36,T OO N ' P O W

U.S.C.E. tablet stamped "Memphis Engineer

T-rd. S., 0-3 ml. H. of S. cor. sees. 33 and 34, T. 22 N., R. 2 W.

36 31 18.31

36 31 19-2

36 31 19-B 36 30 19.3

36 29 52.61

36 29 52-5

36 29 51.8

36 29 51.8

36 29 51.70 36 30 39.2

36 30 26.2

36 30 44-37

36 30 41.0 36 30 41.1

36 30 46.30

36 30 44-7

90 59 42.91

91 00 24.8

91 01 00.291 01 48.2

91 02 59.02

91 03 15.6

91 04 22.2

91 05 27-4

91 05 44.94 91 05 59.4

91 06 49.5

91 07 39.68

91 08 40.2 91 09 46.2

91 10 09.76

91 30 51.5

3,420

2,892 7,268

6,379

1,358

5,431

5,325

. 1A?.3 4,942

4,296

4,489

4,949 5,391

1,991

3.1*11


Station

Myrtle, 3 ml. E. of, along County Route H, 26 ft. N. and [\2 ft. W. of highway on curve at rd. E. and fence N., 0.2 ml. N. of S. cor. sees. 3! and 32, T. 22 N. , R. 2 W. , 2 ft. S. and 26 ft. E. of fence corner, In concrete post; standard

County Route H at fence S., 0.2 ml. N. of SW.

T T 93 B 1932 (previously described;; see p. 96)

Latitude

0 | II

36 30 49.7

36 30 43.01

36 30 14.3-6 36 30 48. 04

Longitude

a t ii

91 11 58.8

. 91 IJ 04.68

91 14 04.9 91 15 10.78

Distance

Feet 5,520

5,416

4,919 5,393


VAN BUREN QUADRANGLE (Latitude 36 645'-37°00'; longitude 91°00'-91 015')

Carter, Oregon, Ripley, and Shannon Counties

; VAN BUREN '

T 27 N

\

1. FROM GRANDIN QUADRANGLE WEST ALONG ST. LOUIS-SAN FRANCISCO RAILWAY TO LOW WOSSIE, INCLUDING THAT PART OF THE LINE IN BIRCH TREE QUADRANGLE (by C. R. Fisher In 1924)

(Continued from Grandln quadrangle; see line 1.)

Station

T. 27 N., R. 1 W., quarter cor. between sees. 24and 25 ---. . ..-. -----

Van Buren, In SW. corner of courthouse yard; Iron post stamped "Prim Trav Sta No 32 F 1924 Mo 4?5" --_-__.-_. . - ___ _ _.._....

Van Buren, 1.9 ml. W. of, 3 ml. E. of Cummings, 250 ft. W. of St. Louis-San Francisco Ry., 78 ft. S. 15° E. of rd. forks; Iron post stamped "Prim Trav Sta No 33 F 1924 Mo 470"

Cummlngs, 90 ft. N. of St. Louis-San Francisco Ry., 100 ft. E. of abandoned store -building, 7 ft. E. of SE. corner of ice house, In lime stone ledge; standard tablet stamped "Prim

Cunmings, 2.5 mi. W. of, 25 ft. N. of rd., 70 ft. SW. of George Whittlger'a house; Iron post stamped J'Prlm Trav Sta No 35 F 19?4 Mo 562"

Fremont, In E. end of doorslll at entrance to Premont State Bank.; standard tablet stamped

Latitude

01 II

36 59 10.6

36 59 25.5

36 59 40.97 36 59 32.4

36 59 18.35 36 58 36.0 36 58 20.6 36 58 18.9

36 58 24.72 36 58 04.4

36 57 59-22 36 57 45-5 36 57 10.8 36 57 12.6 36 57 03.8 56 57 02.4

36 57 07.42

Longitude

0 1 II

91 oo 21.6 91 01 04.2

91 oo 52.02 91 01 26.0

91 02 19.3691 02 34.691 02 48.191 03 31.0

91 04 29.7591 05 21.1

91 06 44.69 91 07 01.691 07 36.4 91 08 07.1 91 08 50.6 91 09 14.6

91 09 49.21

Distance

Feet(7,595)

3,768

1,855 2,893

4,553 4,459 1,908 3,480

4,806 4,61)4

6,806 1,952 4,514 2,483 3,650 1,942

2,858

100 TRANSIT TRAVERSE IN' MISSOTJRI

Station

T. 26 N., R. 2 W., atone at center of NW 1/k3 ec. 3 - - -

Premont, 2.9 ml. W. of, k ml. E. of Low Wossie, 300 ft. W. of T-rd. N., 60 ft. W. of mllepoat 3kl, kO ft. N. of St. Louis-San 'Francisco Ry. at public rd. crossing; iron post stamped

T. 27 N., R. 2 W., W. sixteenth cor. sec. 29 R.R. at rd. crossing on Carter-Shannon county

T. 27 N., R. 2 W., W. quarter cor. sec. 30

Low Wassie, 600 ft. W. of post office, 300 ft. W. of St. Louis-San Francisco Ry. sta.,' 190 ft. H. of R.R. track, on E. side of rd. N., 2 ft. W. of fence; iron post stamped "Prim Trav Sta No 52 1913 Mo 809" :

Latitude

0 I II

36 57 05.9

36 58 02.9

36 58 38.9

36 58 k9.536 58 kO.k 3 L CQ QO t

36 59 21.9

36 59 19.95

Longitude

0 1 II

91 09-kk.691 10 k2.791 11 53.9

91 12 00.2791 12 07.2

91 13 12.5 91 13 12.9 91 4 Ok.l91 Ik 28.7

QT T £ oQ c*7

Distance

Feet

kokk&k7A01

2,869985

5,iai929

5,9622,000

k,86o

2. PROM FREMONT SOOTH, BY WAY OP WILDERNESS, INTO GATEWOOD QUADRANGLE AT SEC. 12, T. 2k N., R. 2'W. (by L. A. Cassll In 1933)

Prim Trav Sta No 3.6 F 192k Mo 621 (previously

Fremont, 2.8 ml. SW. of, 0.5 ml. S. of house, 25 ft. W. of Fremont-V.'ilderness rd. at dim rd. Junction, 10 ft. S. of rail fence at tipper end of field, In concrete post; standard tablet stamped "89 B 1925" -

Premont, 5.5 ml. S. of, klO ft. S. of Junction of rd. V., 8 ft. W. of Fremont-Wilderness rd., on top of ridge, in concrete post; standard tablet

Premont, 8.k mi. S. of, about 5 mi. K. of Wilderness, l.k mi. S. of crossing of Big Barren Creek, 15 ft. W. of Fremont-Wilderness rd., at Junction of rd. SW., In concrete post;

Wilderness, 1.8 ml. N. of, 115 ft - w - of rd. N. from crossroads, k5 ft. S. of E.-W. rd.. in concrete. post; standard tablet stamped "1 B 1926 n - - --- . -- -- .......... .

T-rd. NE.

Wilderness, 0.2 ml. E. of post office, 20 ft. S. and 10 ft. W. of Junction of Alton-Fremont and Pine rds., In concrete post; standard tablet

T v»H W .__._.~_.__ ' . . ........

Wilderness, 3.! ml. SE. of post office, 125 ft. NW. of Pine-Wilderness rd. at small creek crossing, 55 ft. NW. of old tramway, 11 ft. S. of triangular-blazed 7-in. red-oak tree, \\. ft. S. of large triangular-shaped boulder, in rock' outcrop; standard tablet stamped"75 B 1925"

Camp triangulatlon sta.; U.S.C. & G.S. standard

36 57 O7.k2 36 57 Ol.l 36 57 01.6 36 56 53.636 56 12. k36 56 00.7 36 55 39-5

36 55 11. k? 36 5k 3p.6 36 5k pk.k 36 53 1|5.7

36 53 21.63 36 52 11.7 36 51 22.9

36 51 0845 36 50 35-9 36 50 23.9 36 fo kB.l 36 k9 ok. 2

36 k8 36.77 36 k7 51.6 36 k7 fo.k

36 k7 19 .k2 36 L? 06.0 36 k6 k2.6 36 k6 3k. o 36 k6 27.5

36 k6 30.k9 36 k6 30.1 36 k6 15.5

T,f, lit; )i7_oo

91 09 k9.21 91 10 03.8 91 10 12. k 91 10 16.1 91 10 19.2 91 10 33-7 91 10 {4.5.8

91 10 56.14.0 91 10 43.1 91 10 25.5 91 11 oo.o

91 11 27.63 91 11 33.6 91 11 35-9

91 11 39.75 91 11 10.6 91 ll 03.5 91 10 50.6 91 10 29.8

91 10 32.26 91 11 07.2 91 11 20.7

91 11 31.2k91 11 05.791 10 k2.9 91 10 13.7 91 09 14-9.7

91 08 55.01 91 08 £3.8 91 08 06.7

Q1 07 t;i -OQ

iijiz 707 865

It, 171 1,669 2,377

2,9^4- it-,273 3,015 3,222

3,539 7,17f 5,258

1A92 1|,056 1,3^6H1? l4-,6ol4.

2,777 5,379 1,262

2,767 2,k80 3,010 2,533 2,061

1*-,U57 910

3,362

*.l)iR


Station

Wilderness, 5.6 mi. SE. of, 1.4 mi. W. and 2.5 mi. N. of Pine, 258 ft. NW. of Junction of Pine-Wilderness and Handy rds., 8 ft. W. of Pine-Wilderness rd., in top of large boulder;

Latitude

0 | II

*6 liR n .Qfl

Longitude

0 | II

Q1 07 13-77

Distance

Feet

), .(>(,(,

(Continued in Gatewood quadrangle; see line 2.)

PROM POINT 2.5 MILES WEST OF CUMMINOS SOUTHEAST TO POINT 0.4 MILE SOUTH OF EASTWOOD (by C. W. Williams in 1935)


T. 26 N., R. 1 W. , probable quarter cor. between sees. 5 and 6, cross in vertical face of rock-

Van Buren, 5.3 mi. W. of, along U.S. Highway 60, in NE 1/4 sec. 5, T. 26 N., R. 1 W. , 95 ft. S. and 60 ft. W. of Junction of highway and rd. S. to Lewis Cave, 95 ft. S. of W. end of highway bridge, in concrete post; standard tablet stamped "T T 1615 ERA 1935"

Rd. at triangular-blazed 15-in. black-oak tree Forest Service poster marked "14 chains E. to

cor. sees. 15, 16, 21, and 22, T. 26 N.,R 1 W _ _ ' .-_ .-___-.__

Eastwood, 2.3 ml. W. of, along old rd., 4>8 mi. S. of Junction of U.S. Highway 60 and County Route C-, in SE 1/4 sec. 21, T. 26 N. , R. 1 W. , 25 ft. N. and 75 ft. E. of Junction of County Route C and old Eastwood rd., 15 ft. W. of triangular-blazed l4-in. white-oak tree, in concrete post; standard tablet stamped "T T

T. 26 N., R. 1 W., S. sixteenth cor. between "

Montay triangulation sta.; U.S.C. & G.S,

36 57 59-2236 57 36.3 zC. ct cQ D

36 56 48.5

36 56 52.0

36 57 02.7036 56 14-4

36 55 01.3

36 5k 48.536 54 11.5

36 5k 06.2336 54 02.1

36 54 05.536 53 53.1

36 53 16. 2k

91 06 44.6991 06 37.991 06 51.291 06 lk.0

91 05 44.8

91 05 00.46

91 OU 34.391 o4 02. 4

91 03 50-991 03 48.8

91 03 40.9391 03 074

91 02 31.1f91 01 59.3

91 01 55.71

2,3793,955

2,392

4,970i'TSS 6,646

1,5943,746

QII

2,758

2,9kO2,897 >(,*>£

2,142

4- FROM SEC. 26, T. 26 N., R. 1 W., SOUTHEAST INTO GRANDIN QUADRANGLE 'SEC. 6, T. 25 N., R. 1 E. (by C. W. Williams in 1935)

T. 26 N., R. 1 W. , approximate cor. sees. 23, 24,

T-rd W _ -- ----- _ __ - ___ -. _ -. _ __--. ____ . _

Eastwood, 3.5 mi. SE. of, in NE 1/4 SW 1/4 see. 31, T. 26 H., R.'l E., 12 ft. N. (? S.) and 44 ft. W. of Barren Creek rd. at dim crossroad, at foot of long hill, in concrete post; standard tablet stamped "T T 1617 ERA 1935" -

36 53 53.1)

36 53 53.936 53 3k.l36 53 1<U36 52 53-2

36 52 14.82

91 01 59.3

91 01 27.3

91 oo 54.8

91 oo 14.70

2 £rrj

2,0002,36s2,606

5,065


5. FROM GRANDIN QUADRANGLE AT SEC. 7, T. 25 N., R. IE., SOUTH INTOGRANDIN QUADRANGLE AT SEC. 19, T. 25 N., R. 1 E. (by C. W. Williams in 1935)

(Continued from Grandin quadrangle; see line 6.)

T. 25 N., R. 1 W., E. cor. sees. 12 and 13, pile of rocks, 245 ft. K. of pile of rocks at W.

Short, 2.5 ml. N. of post office, 0.9 mi. N. of Carter-Ripley county line, 330 ft. E. of rd. Junction, 60 ft. N. of rd., on E. bank of Big Barren Creek, at foot of hill, 5 ft. W. of large boulder, in limestone ledge; standard

T. 25 N., R. 1 W., E. cor. sees. 13 and 24, pile

36 50 07.6

36 49 47-63 36 49 26.8

91 oo 26.7

91 01 03.68 91 oo 28.5

(4,339)

3,619

3,556

This tablet is set in same drill hole as old tablet stamped "76 B 1925" which had been destroyed.


Station

Big Barren

Latitude

0 | II

36 kj 01.6*6 JiA lic;.^

Longitude

0 | II

91 00 20.0 Qi on ! *,.£,

Distance

Feet 2,6381 .710


6. PROM GATEWOOD QUADRANGLE AT SEC. 12, T. 2k N., R. 1 W., NORTHEAST INTO GRANDIN QUADRANGLE AT SEC. 30, T. 25 N., R. 1 E. (by C. W. Williams in 1935)

(Continued from Gatewood quadrangle; see line k.)

Bennett, 2.5 ml. NW. of, in NE l/l(. sec. 12, T. 2k N. , R. 1 W. , on top of divide between Buffalo and Little Barren Creeks, 190 ft. S. of rd. forks, k5 ft. W. of rd. SE., in top of §ranite boulder; standard tablet stamped Ri R TQ?C;" _ -____. __ __ _ _. _______ __ ... _ ___ . __

82 B 1925 (In Grandin quadrangle; see line 6.)

36 k5 37.2736 kS 35.0 36 k7 4.6 36 k7 51.97

91 oo 56.30 91 oo 57.991 00 16.2 90 59 36.78

(5,189)5' 877, 5,48C,959

FROM SEC. 3, T. 25 N., R. 3 W., EAST TO 'POINT 2.5 MILES NORTH OF SHORT, INCLUDING THAT PART OF THE LINE IN BIRCH TREE QUADRANGLE (by C. W. Williams in 1935)

Four-in. hickory tree, 20 ft. W. of rd., Forest Service poster. marked "29 Ch. S. to SE. cor. sec. 3, T. 25 N., R. 3 W.'i

Eight-in. black-oak tree, 105 ft - s - and 1°° ft - W. from dim T-rd. S., Forest Service poster marked "approximate cor. sees. 1, 2, 11, and 12, T. 25 N., R. 3 W."

Tram ;trlangulation sta.; U.S.C. & G.S. standard

Twelve-in. post-oak tree, Forest Service poster marked "approximately 10 ch. S. of cor. sees.

Rd. at N. side of hospital building in C.C.C.

T. 26 N., R. 2 W. , S. sixteenth cor. between sees. 3k and 35, 38 ft. N. and 28 ft. W. of T-rd. S., kk ft. N. of rail fence, in concrete post; standard tablet stamped "T T 1619 ERA1935" .

T. 25 N., R. 2 W., in NE lA SW 1/k sec. 1, 75 ft. W. of rd. corner from NW. to E. , about 350 ft. H. of Albert Brawley's house, ik ft. N. and 2 ft. E. of fence corner, in concrete post; standard tablet stamped "T T 1620 ERA 1935" __. .. _ ; _____ ._

Slx-in. walnut tree, 8 ft. N. of rd., Forest Service poster marked "58 ch. H. of W. cor.

T. 25 N., R. 1 W., cor. sees. 5, 6, 7, and 8,

T. 25 N., R. 1 W., in NW 1/k SE 1/k sec. 5, 20 ft. N. and k2 ft. W. of rd. corner from W. to S., 2 ft. S. and 18 ft. W. of fence corner, in concrete post; standard tablet stamped "T T

Eight-in. linden tree, Forest Service poster marked "3 ch. E. to cor. sees. 3, k, 9, and 10,

T. 25 H. , R. 1 W., quarter cor. between sees. 9

Hickory Grove School, in SW 1/k sec. 11, T. 25 N., R. 1 W., 2k3 ft. N. and 60 ft. W. of rd. forks, 76 ft. S. and 27' ft. E. of SE. corner of schoolhouse, in concrete post; standard tablet stamped "T T 1631 ERA 1935" -

36 51 39-5

3.6 51 17.7

36 51 k2.65 36 51 36-k 36 51 05.5

36 51 09.736 51 4.236 51 17.3 36 51 0845

36 51 20.3 36 52 054 36 51 594

36 52 18.83 36 52 15.6 36 52 l8.k36 51 59.2

36 51 35.8k 36 51 to- 2

36 51 14.74 36 51 22.5

36" 51 09.5

36 51 22.61 36 51 364

36 51 ok.7 36 50 38.7

36 50 kl.O 36 50 38.7 36 50 fl.6.5

36 50 35.87

91 15 kk.7

91 Ik 29-3

91 13 57.09 91 13 25.2 91 12 33-7

91 12 20.391 12 03.191 11 36.9 91 11 39.75

91 11 364.91 10 26.6 91 09 53-0

91 o§ 02.60 91 08 204 91 07 52.5 91 07 3*4.4

91 07 21. °k 91 06 58.9

91 06 51.2 91 06 4.2

91 05 k8.6

91 05 16.28 91 o£ 30.0

91 03 Li.* 91 03 14.7.8

91 03 39.6 91 03 07.6 91 02 314.. 6

91 02 21.10

6,515 3,638 .2,665 5,225

1,16614702,157 9271,227 7,280 2,790

2)280 2,386

2,628 2,150

635 3,9332,148

2,939 k,oi3

5,097 2,682

706 2,618 2,787

1,535


Station

T. 25 N. , R. 1 W., quarter cor. between sees. 11 and l4, iron post near E.-W. fence -

Latitude

0 | II

36 so 12.3 36 49 53.5,36 14.9-11.7.63

Longitude

0 | II

91 02 03.591 01 29.891 01 03.68

Distance

Feet

2,7783,333

FROM SEC. 3, T. 2k N., R. 3 W., NORTHEAST TO POINT 0.2 MILE EAST OF WILDERNESS, INCLUDING THAT PART OF THE LINE IN BIRCH TREE QUADRANGLE (by J. J. Beinlich in 1936)

Turners Mill, 0.3 mi. E. of, 5 ml. W. of Wilderness, 150, ft. NW. of Surprise School, at foot of N. bluff of Eleven Point River Valley, 20 ft. N. and 10 ft. above rd., in top of limestone ledge, 5 in. N. of face; standard tablet stamped "72 B 1925" (see Bun. yi6-H, PT 1*3)

Rd. fork E.(see Bull. 916-8. p. 133). Wilderness, 2.9 ml. W. of, 67 ft. SW. of junction

of Surprise-Wilderness and Alton rda., 22 ft. NW. of rd. to Surprise, in top of boulder;

Fifteen-ln. post-oak tree, Forest Service poster marked "approximate NW. cor. sec. 6, T. 21; N.,

Twenty-four-ln. post-oak tree painted "U S B M853?6« ~~: -_-.r__ Fourteen-ln. black-oak tree painted "U S B M 908.V1 , 13 ft. N. and 17 ft. W. from T-rd. .

T T*d ST. 2S N., R. 2 W. , quarter cor. between sees. 31

and 32, rd. corner from S.-E. and dim rd. W.

36 45 53-85 .36 45 57-6

36 46 314.. 12 36 1;6 50.3

36 14.6 56.0

36 46 45.0 36 1+6 54.9

36 47 08.14. 36 14.7 07.2

36 47 20.036 47 19.142

91 IS 49-9091 14 52.9

91 14 10.09 91 13.14.6.0

91 13 494

91 13 11-5 91 12 144.3

91 12 43-9 91 12 02.0

91 11 5V 3, 91 11. 31.24

4,653

5,078 2,552

645

3,277 2,4341,363 3,409l'^ 1,878


CARDAREVA QUADRANGLE (Latitude 37°00'-37°15'; longitude 91 000'-91 015')

Carter, Reynolds, and Shannon Counties

\ R Z W V R I W

1. FROM SEC. 35, T. 28 N., R. 3 W., NORTH TO SEC. 1, T. 29 N., R. 3 W., THENCE EAST INTO RUBLE QUADRANGLE AT SEC. 1, T. 29 N., R. 1 W. (by E. L. McNair in 1913)

Station

T. 28 N., R. 3 W., S. cor. sees. 34 and 35, 16 ft. W. of N.-cor. sees. 2 and 3, T. 27 N.,

T. 28 N.,,R. 3 W., in NW 1/4 sec. 35, top of small stump, 10 ft. W. of rd. on top of divide

T. 28 N., R. 3 W;, cor. sees. 22, 23, 26, and 27

Latitude

0 | It

37 02 38.3

37 03 28.4

37 04 23.0

Longitude

0 | II

91 15 16.4

91 14 50.4

91 15 13-5

Distance

Feet

5,484

5,828


Station

Rd. forks in SW lA sec. 14, T. 28 N., R. 3 W. Rd. at fence W. , on line between sees. 11 and l4»

T. 28 N., R. 3 W., cor. sees. 2, 3, 10, and 11

Blazed elm tree, 100 ft. N. of bank of Current

Rd. forks, in sec. 14, T. 29 N., R. 3 W. Blazed oak tree in Blair Creek-Current River rd.,

in SE lA aec. 11, T. 29 N., R. 3 W. , 150 ft.

T. 29 N., .R. 3 W. , cor. seca. 1, 2, 11, and 12 Slmpaon School, blazed oak tree 62 ft. S. 52° IB.

T. 29 H., R. 3 W. , on line between sees. 1 and 2, on E. bank of Blalr Creek, about 300 ft. below

Tpa. 29 and JO N., Rg. 2 and 3 W., about 0.3 mi. S. of cor. of, 500 ft. N. 40° E. of J. P. Knuckle's house, 8 ft. W. of-rd. , 1 ft. W. of fence; iron post stamped "Prim Trav Sta No 54 1913 Mo 717" - - -

Tps. 29 and 30 N., Ra. 2 and 3 W., approximate

Blazed, 24- In. white-oak tree, on top of1

Blazed 12-in. oak tree, 60 ft. W. of dim rd.

Blazed 12-in. oak tree, lj.0 ft. N. of old rd.

Blazed 12-ln. oak tree, 20 ft. E. of old rd.

T. 30 N., R. 2 W., 0.2. ml. W. and 490 'ft. N. of SE. cor. sec. 36, 44 ft. N. 35° E. of NE. corner of Mr. George's house, at corner of yard fence; iron pos't stamped "Prim Trav Sta No 55 1913 Mo 811" --<-

T. 30 N., R. 2 W., SE. cor. sec. 36 : Blazed 15-ln. oak tree, In sec. 5, T. 29 N.,

R. 1 W., 75 ft.' N. 25° W. of NW. corner of ' ''

Blazed hickory tree, in sec. 4, T. 29 N., R. 1 W. , 600 ft. S. of dwelling, rd. cornerJ[ _£ _ __ _ _. _ __, __ ______.._ ___. ___ __ ___ _ ___

Exchange, 70 ft. W. of post office and store,

(Continued In Ruble quadrangle; se

Latitude

0 I II

57 05 03.9 57 05 27.9

37 06 06.9 37 06 33.7

37 07 00.3

37 11 10.6 57 10 51.0

57 11 56.9 57 12 09.6

57 12 28.6

57 13 16.1

37 14 11.80

37 1427.9

37 Ik07.9

57 1422.3 37 1415.4 37 l403-k 57 14 12.2 37 ^ 2k. 8

37 ik 28.32 37.1423.5

57 15 55-4

57 15^2-5

37 1337.8 57 15554

e line 1.)

Longitude

91 14 56.2 91 14 32.8

91 lU 47.1 91 14 54.2

91 15 09.7

«fe8

91 14 16.S 91 13 57-8

91 Ik 02.1

91 15 57.0

91 12 51.90

91 12 50.7

91 11 38.3

91 10 25.891 0942.5 91 08 10. 5 91 08 10.9 91 07 22.5

91 06 52.92 91 06 17.8

91 ok55.lt "\

91 03 15-4

91 01 58.091 0037-7

Distance

Feet4,575 3,070

4,118 2,767

2,965

5,856

4.917 5,638

1,955

k,822

7,711

1,635

6,196

6,043 3,615 4,879 2,779 4,116

4,025 1,517

7,240

8,194

.6,276 6,684

2. FROtt'VAN BTJREN QUADRANGLE AT SEC. 2k, T. 27 N. , R. 1 W., NORTH INTO RUBLE, QUADRANGLE AT SEC. 13, T. 28 N., R. 1 W. (by C. R. Fisher in 1924)

Prim Trav Sta 'No 32 192k Mo 475 (In. Van Buren

T. 27 N., R. 1 W., quarter cor. between sees. 13

Van Buren, 2-5 mi. N. of, 5kO ft. S. of rd. : forks, 100 ft. E. of rd.,- on top of ridge, in large rock; standard tablet stamped "Prim Trav Sta No 38 F 1921). 790" -

Clear Spring School, 380 ft. S. of, 100 ft. W. of rd. , 30 ft. N. of Chilton's yard fence, in limestone ledge; standard tablet stamped "Prim Trav Sta No 39 F 192k Mo 555" -

T. 28 N., R. 1 W. , cor. sees. 25, 26, 35, and 36-

( Continued in Ruble quadrangle; se

36 59 it-0.97 37 00 10.6

57 00 29.2 57 01 12.5

57 01 41.24 57 02 11.8 57 02 57.6

57 03 56.96 57 03 59.6 57 04 05.8 57 05 10.6 57 05 35-7

e line 2.)

91 oo 52.02 91 oo 42.591 oo ki.691 00 lj.0.9

91 00 41.15 91 00 42.291 oo 29.1

91 oo 59.99 91 01 06.9 91 00 U5.7 91 oo 15.7 91 oo o6.lv

5,098

1,880 4,387

2,905 5,098 2,814

6,500 2,560 1,850

. 6 '29& 2,658

3. FROM RUBLE QUADRANGLE AT SEC. 1, T. 28 N., R. 1 W. , WEST TO SEC. 11, T. 28 N., R. 3'W. (by c: R. Fisher in 192k)

(Continued from Ruble quadrangle; see line 3.)

vj nfl ?o.7 1 01 nn *a.e; fli 01^


Station

T. 28 N., R. 1 W., In NW 1/1). NW 1/lj. sec. 1, 1.5 mi. W. of Pine Valley School, on top of divide, between Pine Valley and Little Paint Rock Creeks, JO ft. W. cf rd. crossing, in large rock; standard tablet stamped "Prim Trav

Tpa. 28 and 29 N., R. 1 W., cor. sees. 1, 2, 35,

T. 28 N., R. 1 W., in NW 1/1). sec. k, 200 ft. N. of mouth of Paint Rock Creek, 10 ft. N. of rd. , in limestone ledge? standard tablet stamped

Corner of board fence N. of rd., 75 ft - Nt of

T. 28 N., R. 1 W;, quarter cor. between sees. 6

Beal, 200 ft. SW. of post office, 30 ft. S. of picket fence, in large boulder; standard tablet stamped "Prim Trav Sta No k7 P 192!). Mo 559"

T. 28 N., R. 2 W. , E. cor. sees. 1J and 2k, on

T. 28 N., R. 2 W., in SW lA sec. 23, JOO ft. NE. of Junction of Black Oak Hollow and Rogers Creek, 20 ft. N. of rd., In large boulder; standard tablet stamped "Prim Trav Sta No k8 P 1921; Mo 678" -

T. 28 N., R. 2 W., in SE lA sec. 21, 0.5 mi.'NE. of Mr. Osborne's house, 30 ft. NW. of rd. forks, in large rock; standard tablet stamped "Prim Trav Sta No Itf P 1921; Mo 714.3"

Rd. forks on divide between Rocky Creek and

Rocky Creek Falls, 300 ft. NE. of, 15 ft. S. of rd. , In large boulder; standard tablet stamped

nj fnnlra __..


Shawnee, about 3 mi. S. of post office, 180 ft. W. of J. 0. Jones' house, ikO ft. N. of rd. , in large granite boulder; standard tablet stamped ''Prim Trav Sta No 51 P 1921). Mo 8k6"

Prim Trav Sta No 53 1913 Mo 830 (in Eminence

Latitude

0 1 II

37 08 3343

37 08 35.937 08 [46.037 08 tjo.l37 08 19.!).

37 07 14.9.514.

37 07 38.337 07 25.237 07 13.8

37 06 k7.3k 37 06 23.137 06 05.337 05 32.8

37 05 02.537 Of| 14.6.6

37 ok 26. Ik37 ok 17.2

37 Ok 32.2137 ok 5k.8

37 05 06.6

37 05 ko.3337 05 .12.1 37 05 2k.7

37 05 39.3

37 05 30.16 37 06 ok.Q37 06 53437 07 16. 5k

Longitude

0 | II

91 oo 52.98

91 01 50.991 02 £1.5.3

91 ok 05.5991 ok 14.5.391 05 06.691 05 k6.9

91 05 58.1

91 05 14.9.06 91 05 21.691 05 17.5

91 06 35.191 07 57.0

91 08 23.5291 09 32.9

91 10 03.79 91 10 {424

91 11 21.891 12 Ok. 2

91 12 29.9091 13 09.091 1U 06.5

91 Ik 28.92 91 lit k8.591 ill. 51*4

91 15 38.k2

Distance

Peet

6klk,23054^93,^5

k,852

3,142

3A60

2,k27

8U9 3,306I D IT

k,79B

k'£55/ OQU

3,0035,698

2,931 3,873

3413»5

2,095 U.2634,830

1482

2,o6a 3,8604,9304,267

FROM STEGALL MOUNTAIN NORTH TO 'ROCKY CREEK PALLS (by G. L. Krattler in

Stegall triangulation sta.; U.S.C. standard disk stamped "Stegall"

Stegall azimuth mark; U.S.C. & G.S

Prim Trav Sta No 50 F 192k Mo 737

& G.S.

. standard

(previously

37 Ok 2947

37 Ok 57.28

37 05 ko.33

91 12 18.22

91 12 17.68

91 12 29.90

2,815

4467



CORRIDON QUADRANGLE (Latitude 37°15'-37°30'; longitude 91°00'-91°15')

Dent, Reynolds, and Shannon Counties

1. FROM CARDAREVA QUADRANGLE AT SEC. 36, T. JO N., R. 2 W., NORTH TOREYNOLDS, THENCE EAST ALONG STATE HIGHWAY 72 INTO REDFORD QUADRANGLE (by W. R. Broaddus in 1931)

Station

Prim Trav Sta No 55 1913 Mo 8ll (In Cardareva

Rd. in line with N.-S. lane in front of Lone

Dagonla, 2.8 mi. S. of, near center of NW 1/k sec. 2k, T. 30 N., R. 2 W. , in rd. jog around James Mooney's house, 110 ft. S. of County Route B, 26 ft. S. of front gate, at W. edge of concrete walk, 7 ft. N. of step; standard .

T. 30 N., R. 2.W., cor. sees. 13, Ik, 23, and 2k,

Dagonia, 0-5 ml. N. of, near center of E 1/2 sec. 2, T. 30 N. , R. 2 W., k2 ft. W. of rd. fork NW., 2o ft. N. of ford, in concrete post;

Rd. at Junction of private lane W. to farmhouse- - Dagonia, 3.3 mi. N. of, in SE 1/U sec. 23,

T. 31 N., R. 2 W., 65 ft. S. and 100 ft. W. of NE. vertex of rd. forks, 50 ft. S. of T-rd. W., near R. E. Patterson's house, in concrete post; standard tablet stamped "135 M 1931 967"

T. 31 N., R. 2 W., kO ft. S. of E.-W. rd.

Corridon, 60 ft. NW. of Missouri Southern R.R. sta., in SW 1/k NE 1/k sec. 17, T. 31 N., R. 1 W. , 28 ft. S. and 33 ft. W. of rd. cross ing, 28 ft. S. and 12 ft. E. of T-rd. N., in concrete post; standard tablet stamped "136M 1931 1215" -

Honolulu School, center of front .door - ------

State Highway 72 at blazed 12-in. oak tree, about

Reynolds, 2 mi. NE. of, on State Highway 72, near N. cor. sees. 3 and k, T. 31 N., R. 1 W. , 500 ft. NE. of small dwelling S. of highway, 68 ft. N. of highway, in concrete post; standard tablet stamped "137 M 1931 117k"

Latitude

37 ik 28.32 37 15 15.2

37 15 52.6 37 16 15.5

37 16 k5.8l

37 16 59-9 5V 17, ?3.1 37 18 k6.li.

37 19 09.30 37 19 55.6 37 20 10. k 37 20 26.6 37 21 06.0

37 21 30.51 37 22 I5.I

37 22 50.0 37.22 k3».5

37 22 5k-k3 37 23 31.9 37 2k 01.6

37 2k 39.2

37 25 ok.27

Longitude

91 06 32.32 91 06 2k. 6.

91 07 OS. 3 91 06 1+8.2

91 07 09.52

91 07 21.7 91 07 ks.3 91 07 36.7

91 07 32.5k 91 07 13.0 91 07 13.1 91 07 21.3 91 07 23.0

91 07 19.68 91 06 52.3

91 06 23. k91 05 37.3

91 ok 22.56 91 ok 27.8 91 ou 23.391 03 36.6

91 02 51.86

Distance

Feet

k,7875,016 2,696

3,5171,730 3,859

i»U9° 1,762 3,988

2,k89 5,025

3 '780

6,129 3,814 3,027

5,355

* Reported destroyed by Oliver G. Johnson, July 28, 1938.

PART 1, SOUTHEASTERN MISSOURI, 1905-1957 10?

Station

Blazed ik-ln. oak tree, 90 ft. N. and 55 ft. W. from State Highway 72 .at rd. N., 20 ft.

Reynolds, 5.! ml. NE. of, 5.5 mi. SW. of Centerville, along Brooks Hollow rd., in W. part of SE 1/k sec. 1, T. 31 N., R. 1 W. , 50 ft. S. of State Highway 72 at Brooks Hollow rd., in concrete post; standard tablet stamped

Latitude

0 | II

57 25 20.0 37 25 29.9 37 25 21.2 37 24 51.2

37 2k 34-26

Longitude

0 | II

91 02 22.691 01 la. 291 oo £9.2 91 oo ko.9

91 oo 11.36

Distance

Feet

2,851

W 4,2823,109

2,936

(Continued in Redford quadrangle; see line 5.)

PROM REDFORD QUADRANGLE AT SEC. 13, T. 32 N., R. 1 W., WEST INTO BOSS QUADRANGLE AT SEC. 2, T. 52 N., R. 2 W. '(by C. D. Craig in 195!;)

(Continued from Redford quadrangle; see line 6.)

Centerville, 7.2 mi. NW. of, along rd. to West Fork, in NE 1/k NE 1/k sec. 10, T. 52 N., R. 1 W. , 50 ft. S. and 172 ft. W. of SW. corner of 0. J. Cook's house, 5 ft. S. and k ft. W. from NW. corner of barnyard, 12 ft. S. of rd., in concrete post; standard tablet stamped "T T

Centerville, 10.1; mi. NW. of, along rd. to West Fork, in NE lA NE 1/k sec. 5, T. 52 N., R. 1 W., about 200 ft. N. of E. bank of West Fork of Black River at present ford, 8 ft. N. and 100 ft. W. of SW. corner of N. house on Cleve Barton's farm, 5 ft. NW. of wire fence, in concrete post: standard tablet stamped "T T 568 C w A 1954 861" - -

NE. corner of dwelling of W. J. Sutterfleld West Fork, 1 mi. E. of post office, near center

sec. 6, T. 52 N., R. 1 W., 10 ft. N. and 20 ft. E. of SE. corner of board fence around Sutterfield schoolyard, 20 ft. NW. of rd. , in concrete post; standard tablet stamped "T T 567 C W A 193!; 903" -

West Fork, 1.6 mi. NW. of post office, near center of N 1/2 sec. 6, T. 32 N., R. 2 W., 20 ft. N. and 9 ft. W. of West Fork rd. at fence N., 9 ft. W. of fence corner at SE. corner of apple orchard, in concrete post; standard tablet .stamped "T T 566 C W A 195!;


37 29 17.6

57 29 22.13 37' 29 16.7 37 29 2k.*

57 29 46.32 37 29 46.6 37 29 51.7

57 29 57. kl 37 29-32.S 37 29 59.4

37 29 46.61

line 6.)

91 00 42.6

91 01 49.45 91 03 02.6 91 03 42.0

91 03 59.55 91 o4 17.4 91' 04 45.7

91 05 39-43 91 06 35.0 91 07 12.2

91 07 51.88

(6,055)

5,412 5,9083,22k

2,642i,41a 2,535

4,565 4,505 4,022

3,448

FROM BOSS QUADRANGLE SOUTHEAST ALONG STATE HIGHWAY 72 TO SEC. 5, T. 51 N., R. 1 W. (by C. W. Williams in 1955)

T T 561 C W A 195k 1328 (In- Boss quadrangle;

T. 52 N., R. 3 W. , approximate quarter cor. between sees. 1 and 2, Forest Service poster

U.S.C. & G.S. standard disk stamped "J 115 1935"-

T. 32 N.,' R. 3 W., approximate E. cor. sees. 12 and 13, Forest Service poster on corner post of

Bunker triangulation sta.; U.S.C. & G.S.

Highway at fences E. and W. on line between sees.

U.S.C. & G.S. standard disk stamped "G 115 1935"-

T. 52 N., R. 2 W., center of S 1/2 sec. 29, pile

37 30 19-59

37 29 48.7 37 29 55.5 37 29 09.28 37 28 59.4

37 28 25.4 37 27 44-5

37 27 19.20 37 27 18.4 37 27 01.9

37 26 36.0 57 26 27.67 57 26 06.4

37 25 58.7

91 14 48-19

91 13 55-1 91 13 39.8 91 13 28.82 91 13 08.2

91 12 47.9 91 12 4l-3

91 12 39.29 91 12 5^.091 12 04.5

91 11 56.0 91 11 48.5891 11 21.1

91 11 06.5

5,302 ll968 2,6023,4k8

2,501 3,9732,566

511 2,851

2,517 1,208 3,079I,kl2

io8

Station

U.S.C. & G.S. standard disk stamped "F 115 1935"-

Hobart, center of main track of Missouri Southern

U.S.C. & G.S. standard disk stamped "E 115 1935"- T. 32 N., R. 2 W., center of NW 1/4 sec. 35,

T. 32 N., R. 2 W., center of N 1/2 sec. 35, stone

U.S.C. & G.S. standard disk stamped "D 115 1935"-

U.S.C. & G.S. standard disk stamped '.'C 115 1935"- U.S.C. & G.S. standard disk stamped "B 115 1935"-

Latltude

0 | II

37 25 41-87 37 25 21.4

37 25 09.037 25 31.52

37 25 30.2

37 25 29.49 37 24 58.137 2k 25.35 37 24 08.97 37 24 33.937 25 04.27

.Longitude

0 | II

91 10 44.54 91 10 15.3

91 09 24.291 08 ©.68

91 08 05.8

91 07 14.9.791 07 16.691 06 1^2.66OT He f7 T

91 OS 01.61; 91 04 24.31 91 03 45-991 02 51.86

Distance

Feet 2,456 3,140

4,3055,595

S , J^T J

1.295O A.CC

2,756 4,6545»?$3,4383,9935,335

4. FROM SEC. 4, T. 31 N.,.R. 3 W., EAST TO SEC. 29, T. 32 N., R. 2 W.,INCLUDING THAT PART OF THE LINE IN SINKIN QUADRANGLE (by C. W. Williams in 1935)

T. 31 N., R. 3 W., in NE 1/4 sec. 4, 0.5 mi. S. of Dent-Shannon county line, 25 ft. S. of forks, of logging rd., on top of E.-N. ridge, In concrete post; standard tablet stamped "T T 1612 ERA 1935" (in Slnkln quadrangle)

E. point of triangle formed by Junction of

Rd. fork S., 13 ft. N. and 23 ft. W. from pile of

T. 32 N., R. 3 W., S. quarter cor. see. 35, pile

Bunker, 3.9 mi. S. of, in NE 1/4. sec. 35, T. 32 N., R. 3 W., at old lumber camp site In small clearing, JO ft. N. and 40 ft. W. of dim T-rd. E., In concrete post; standard tablet

Bunker, 3 ml. SE. of, along Big Creek, in SE 1/4 SE lA sec. 31, T. 32 N., R. 2 W., 5 ft. N. and 24 ft. W. of rd. at rail fence W. on approx imate Shannon-Reynolds county line, 42 ft. S. of triangular-blazed 30-ln. black-oak tree, in concrete post; standard tablet stamped "T T 1614 ERA 1935- 1147"

T. 31 N., R. 2 W. f N. cor. aecs. 5 and 6, pile of rocks, 277 ft. E. of black-oak tree at S. cor.

Rd., 15 ft. E. of triangular-blazed 10-ln. black-

37 24 24.63

37 24 18.0

37 24 43-0

37 24 56.3

37 25 30.17 37 25 44.1 37 25 27.8. 37 25 10.3 37 25 15.2

37 24 54-22

37 2k 5k. l 37 24 lg.2

37 25 p4.k 37 25 41.87

91 16 20.57

91 16 07.0

91 14 38.191 14 20.4

91 14 12.05 9.1 13 '3.6.7 .91 13 Ok. 6 91 12 36.891 12 11.8

91 11 42.89

91 11 34-8 91 11 18.8

91 10 51.3 91 10 44-54

1,280

7,601

1,968

3,493 3,180 3,071 2,856 2,o8l

3,156

652 3,853

6,044 3,939

5. FROM SEC. 4, T. 31 N., R. 3 W. , SOOTH INTO CARDAREVA QUADRANGLE AT SEC. 31, T. 30 N., R. 2 W., INCLUDING THAT PART OF THE LINE IN SINKIN QUADRANGLE (by J. J. Belnllch In 1936)

T T 1612 ERA 1935 (previously described) Rd. fork S., 10 ft. S. and 30 ft. E. from blazed

T. 31 N., R. 3 W., near cor. sees. 9, 10, 15, and 16, rd. forks, 28 ft. W. of blazed 8-in. black-

Bunker, 8.3 ml. S. and W. of, by rd., in NW 1/4 SE 1/4' sec. 16, T. 31 N., R. 3 W. , about 520 ft. E. of Conway's house, 12 ft. N. and 100 ft. E. of rd. fork W., 4 ft. S. and 15 ft. E. of rail fence corner, in concrete post; standard

T. 31 N., R. 3 W., quarter cor., between sees. 21

Rat, 1.5 mi. W. of, in SW 1/4 SW 1/4 sec. 22, T. 31 N., R. 3 W., near Junction of Big Creek and Mill Creek, 45 ft« N « and 15 ?* w - °f rd « Junction, 3 ft. N. and 10 ft. W. of fence corner, In concrete post; standard tablet stamped "T T 12 J J 1936"

T-rd. S. m _j q «_« _ _- _«.-_ __ .

37 24 24.. 63

37 23 45-1

37 23 03.2

37 22 34.03

37 21 54.5

37 21 39.22 37 21 38.9 V7 ?-\ r.c;-A

91 16 20.57

91 16 24.8

91 16 02.7

91 16 25.19

91 16 02.2

91 15 57-02 91 14 51.8 QI 1)1 *n.R

4,014

4,594

3,464 4,427

1,579 5,2631 .P.P7


Station

Midridge, 1 mi. N. of, along Missouri Southern R.R. , in NW lA SE lA sec. 25, T. 3! N. , R. 3 W. , 26 ft. S. and 22 ft. W. of R.R. at crossing of Rat-Kidrldge rd., 12 ft. S. and 2 ft. W. of fence corner, in concrete post;

Midridge, Junction of rd. N., 300 ft. E. of store Rd. fork S., 10 ft. W. of rd. at triangular-

T. 30 N., Rs. 2 and 3 W., cor. sees. 1, 6, 7, and

Midridge, 3.6 ml. S. of, in NW lA SW lA sec- 18, T. 30 N., R. 2 W. , at Junction of Blair Creek and Laxton Creek, 80 ft. S. and 160 ft. W. of rd. forks, 55 ft. S. and 11 ft. E. of Sherd Phillips 1 house, in concrete post;

Rd. at fence N., about 200 ft. N. of approximate

Sixteen-in. maple tree, about 200 ft. S. of small farmhouse, 15 ft. S. and 15 ft. W. from rd.

Rd., 30 ft. S. of blazed l8-in. sycamore tree

Prim Trav Sta Ho 5k 1913 Mo 717 (In Cardareva

Latitude

0 t II

37 21 26.8 37 20 5k- 0

37 20 57.50 37 20 31.6 37 20 06.5

37 18 59-1

37 18 k6.3

37 17 18-99

37 17 ok- 6 37 16 23.2

37 15 la. 6 37 15 064 37 15 00.7

37 lk 11.78

Longitude

0 I II

91 lk 26491 ik oo. k

91 .13 12.01 91 13 02.2 91 13 124

91 12 55.2

91 12 k7-5

91 12 kl.ll

91 12 k8.6 91 12 58.3

91 12 50.8 91 12 30.0 91 12 16.1

91 12 51.87

Distance

Feet

3^719

3,925 2,730 2,670

6,958

1438

8,8k5

1,576 k,262

3'93l 1,262

5,732

6. FROM POINT 1 MILE EAST OF WEST FORK, NORTH INTO BOSS QUADRANGLE AT SEC. 6, T. 32 N., R. 1 W. (by-C. W. Williams in 1937)

T T 367 C W A 193k 903 (previously described)

Rd. at fence W., on line of game refuge of U.S.


37 29 37. kl 37 29 51.2

37 29 59.8

line 11.)

91 05 3943 91 05 15.3

91 05 17.1

2,395

879

Magnetic declination 5° 36" E.

BOSS QUADRANGLE (Latitude 37°30'-37°k5'; longitude 91 000'-91 015')

Crawford, Dent, Iron, Reynolds, and Washington Countties

33 N

1. PROM EDGEHILL QUADRANGLE AT SEC. 1, T. 3k N., R. 1 W., NORTH INTOBERRYMAN QUADRANGLE AT SEC. lk, T. 35 N., R. 1 W. (by J. R. Bills in 1907)

(Continued from Edgehill quadrangle; see line 3.)

Station

Hickory tree at rd. forks,

White-oak tree at Junction

HE. of dwelling of

Latitude

37 k2 3U.6 37 lj-3 05.2

Longitude

Of II

91 oo 12.5 91 oo 234

Distance

Feet

(5,508) 3,198


Station

T. 35 N., R. 1 W., NE. cor. sec. 22, cedar post

Latitude

0| II

37 44 19.5 37 44 53-9

Longitude

*91 01 07.891 01 05.0

Distance

Feet

8,3313,486

(Continued in Berryman quadrangle; see line 2.)

2. PROM BERRYMAN QUADRANGLE AT SEC. l4, T. 35 N., R. 3 W., SOUTHEAST TO DILLARD, THENCE SOUTHWEST INTO STONE HILL QUADRANGLE AT SEC. 27, T. 35 N., R. 3 W. (by J. L. Sanders in 1926-27)

(Continued from Berryman quadrangle; see line 3.)

T. 35 N.,'R. 3 W., quarter cor. between sees. 13

Dillard, 1 mi. NW. of, in SW 1/4 sec. 13, T. 35 N., R. 3 W., 90 ft. S. of junction of State Highway 49 and Dlllard-Cherryville rd. , in concrete post; standard tablet stamped ''P T

T. 35 N., R. ,3 W., about 500 ft. N. of quarter cor. between sees. 13 and 21)., pile of stones

James Branch, W. end of R.R. trestle' over.(R.R-

Dillard, 3.5 ml. W. of, along St. Louis-San Francisco Ry. (now abandoned), 1 ml. W. of deep fill at James Creek, at approximate quarter cor. between sees. 21 and 28, T. 35 N., R. 3 W., 500 ft. W. of Junction of abandoned side track, 40 ft. S. of .track, on top of high barik at deep cut, In concrete post; standard tablet stamped "P T Sta No 132 S 1927" (in

37 4-5 00.0

37 44 57-0

37 14*. 41.40

37 44 36.1;

37 43 S8.9 37 43 4l.8

37 (4.3 35.78

91 13 36.1

91 13 08.6

91 12 142.38

91 12 35.7

91 13 ltfl-9 91 14 19.0

91 15 32.17

(4,5^5)

2,232

2,627

7356,991 2,965

1,232

FROM DILLARD NORTHEAST INTO BERRYMAN QUADRANGLE AT SEC. 18, T. 35 N., R. 2 W. (by J. L. Sanders in 1926-27)

P T Sta No 118 S 1926 1093 (previously

Corner fence post near dwelling of Frank Dom, near quarter cor. between sees. 13 and IS,

(Continued In Berryman quadrangle;

37 4)+ 41.40 37 414. 56.3

37 44 57.2

see line 6.)

91 12 42.38 91 12 34-7

91 12 02.6

1^616

2,577

I;. FROM DILLARD SOUTH TO SEC. ?6, T. 33 N., R. 3 W. (by R. H. Parker in 19314.)

P T Sta No 118 S 1926 1093 (previously

SW. corner of concrete-block schoolhouse - - T. 35 N., R. 3 W. , probable center of NE 1/4

Dillard, 3.5 mi. S. of, along old Boss -Dillard rd., in sec. 36, T. 35 N., R. 3 W., 100 ft. NW. of Huzzah Creek, 75 ft. SE. of right-of-way of new rd., 50 ft. W. of junction of rd. E. to farmhouse, on hillside, in concrete post; standard tablet stamped "T T 371 C W A 19314." ~

T. 31; N., Rs. 2 and 3 W. , N. cor. sees. 1 and 6,

Junction of driveway to dwelling of J. C. Hedrlck SW. corner of concrete foundation of smokehouse

T. 314. N., R. 2 W., cor. sees. 5, 6, 7, and 8,

T-rd. W. -- Boss, near the town of, in N 1/2 sec. 16,

T. 34 N., R. 2 W. , 100 ft. S. and 150 ft. E. of State Highway 32 bridge J-573 over Huzzah Creek, 72 ft. NE. of NE. corner of store, in concrete post; standard tablet stamped "T TVT2 P WL 1 Q<0i in^iV*

U.S.C. & G.S. standard disk stamped "E 52 1934" r

T. 34 N., R. 3 W., probable quarter cor. between

37 -44 41-ljO 37 U4 09.2 37 43 524 37 43 37-4

37 43 25.3 37 43 12.3 37 42 49-0

37 42 16.53

37 4l 5U-5 37 40 50.0

37 40 33-0

37 39 41-1 37 39 02.4

37 38 42.83 37 38 40.39 37 38 27.1

37 37 45-6

91 12 42.38 91 12 14.4 91 12 07.5 91 12 12.0

91 12 20.2 91 12 23.3 91 12 21.8

91 12 20.10

91 12 23.8 91 11 52.0

91 11 27.9

91 11 24.7 91 11 35.3

91 11 37.72 91 11 57.66 91 12 34.1*.

91 13 03.3

%952 1,794 1.556

1.392 1,343 2,360

3,288

2,250 7,010

2,581

5,255 4,011

1,989 1,624 3,2504,806


Station

Boss, 3 ml. SW. of, 1.5 mi. S. of State Highway 32, along ridge rd. to Marcoot, near center sec. 25, T. 35 N., R. 3 W. , near center of triangle formed by Junction of three rds . , in concrete post; standard tablet stamped "T T 373

p/a fftWlr*! « __-. .« __».-...-_ -_ .-. _

T. 33 N., R. 3 W. , S. sixteenth cor. between sees. 10 and 11, pile of rocks

Marcoot,4 1 mi. NE. of, in SE 1/4 sec. 10, T. 33 N., R. 3 W., 4lO ft. E. of dim cross roads, 30 ft. N. of E.-W. rd. , In concrete post; standard tablet stamped-"! T 374 C W A1Q7li 1PQ7 n __ ______ -~__ __ ____ _

Pri fnt-lrn

Crossvllle-Marcoot rd. at line between sees. 22and 23, T. 33 N., R. 3 W.

Bunker, 6 mi. NW. of, In NW 1/4 sec. 26, T. 33 N., R. 3.W., 914.0 ft. E. of Crossville Church, 25 ft. N. and 70 ft. E. of rd. forks, 80 ft. S. and 60 ft. W. of T. E. Baker's house, in concrete post; standard tablet stamped "T T

Latitude

o t ' n

37 36 36.05 37 36 17.0 37 35 56.7 37 35 354 37 35: 00.6 37 34 37-2

37 33 54.8

37 33 51-12 37 33 19-6

37 32 40.6

37 31 4240

Longitude

01 n

91 13 1240 91 13 38.6 91 13 53-9 91 14 12.9 91 14 25491 14 45-691 14 43-7

91 14 54.03 91 14 53.3

91 14 46.3

91 13 44.01

Distance

Peet

1:88 III4,297

912 3,193

3,982

7,734

5. FROM STONE HILL QUADRANGLE AT SEC. 34, T. 33 N. , R. 3 W., NORTHEAST TO SEC. 26, T. 33 N., R. 3 W. (by C.. D. Craig in 1934)

T T 360 C W A 1934 (in Stone Hill quadrangle) Bunker, 4«5 mi. NW. of, in SE 1/4 SE 1/4 sec. 34,

T.. 33 N., R. 3 W., 45 ft. N. and 27 ft. W. of Junction of State Highway 72 and rd. to Cross ville Church, in concrete post; standard tablet stamped ?36l C W A 19314. 1328"

SE. corner of board fence around barnyard of

T T 362 C W A 19314. 1091" (previously described) -

37 50 21.47

37 30 19.59

37 31 25.4 37 31 4240

91 16 38.28

91 14 48.1991 14 06.0 91 13 44-01

8,8747,4812,467

6. PROM CORRIDON QUADRANGLE AT SEC. 2, T. 32 N., R. 2 W., NORTHWEST TO SEC, 35, T. 33 N., R. 2 W. (by C. D. Craig in 1934)

(Continued from Corrldon quadrangle; see line 2.)

West Pork, 2.2 mi. NW. of post office, 160 ft. N. and 20 ft. E. of S. cor. sees. 34 and 35, T. 33 N., R. 2 W., 50 ft. N. and 20 ff. E. of Bills Creek rd. at West Fork rd., 25 ft. N. and 40 ft. E. from T-rd. N., 7 ft. W. of rail fence corner, In concrete post; standard tablet

37 30 05.33 91 08 1747 (2,800)

FROM STONE HILL QUADRANGLE EAST ALONG STATE HIGHWAY 32 TO BOSS (by G. L. Krattler in 1934)

T. 34 N., R. 3 W., cor. sees. 15, l6, 21, and 22, pile of stones near highway at rd. N. (in

Howe Mill School, highway at rd. N. (in Stone

Barren Creek, center of bridge over

T T 372 C W A 193!; 1020 (previously described) -

37 38 06.2

37 57 574 37 37 31-9 37 37 46.5 37 37 50-3 37 36 04-7 37 38 42.83

91 15 47-1

91 15 16.9 91 14. 14.0 91 13 344 91 13 09.8 91 13 04.1 91 ll 37.72

2,585 5,685 3,513 2,016 1,528 7,943

FROM SEC. 26, T. 33 N., R. 3 W., EAST TO SEC. 35, T. 33 N., R. 2 W. (by R. H. Parker In 1934)

T T 362 C W A 19314. 1091 (previously described) -


Greeley, 600 ft. NW. of post office, in NW 1/4 sec. 32, T. 33 N., R. 2 W., 200 ft. W. and 50 ft. S. of sohoolhouse, 4o ft. S. and 30 ft. W. of rd. forks, 12 ft. W. and 3 ft. N. of NE. corner of cemetery, in concrete post; standard tablet stamped "T T 363 C W A 1934 1012"

37 51 42.4037 31 26.537 31 12.6

37 30 59-2

37 30 54-0537 30 46.2

91 13 44.0191 13 15-0 91 12 34-2

91 12 06.4

91 11 12.2691 10 30.2

3,574

^ ?2,03.484


Station

Greeley, 2.2 mi. SE. of post office, 0.2 mi. N. of S. cor. sees. 33 and 3(4., T. 33 N., R. 2 W., 20 ft. S. of Greeley-West Pork rd., 3 ft. S. and-l). ft. E. of fence corner, in concrete post; standard tablet stamped "T T 36k C W A19314. 960".

Center of triangle on Greeley-West Fork rd. at

T T 365 C W A 193k 951 (previously described)

Latitude

0 | II

37 30 kk.p 37 30 304

37 30 18.56

37 30 02.5 37 30 05.33

Longitude

0 I It

91 10 09.891 09 41.7

91 08 14.5.191 08 1747

Distance

Feet

2,61^9

1,937

3,1462,2li2

FROM BERRYMAN QUADRANGLE AT SEC. 13, T. 35 N., R. 3 W., NORTHWEST INTO BERRYMAN QUADRANGLE AT SEC. 13, -T. 35 N., R. 3 W. (by C. H. Beardsley in 193l|.)

(Continued from Berryman quadrangle; see line 8.)

County Route B at rd. E. 37 kk 56.2 91 12 35-0 (2,14.30)

(Continued in Berryman quadrangle; see line 8.)

10. FROM BOSS EAST ALONG STATE HIGHWAY 32 AND COUNTY ROUTE T INTO EDGEHILL QUADRANGLE (by C. W. Williams in 1935)

T. 314. N., R. 2 W., cor. sees. 8, 9, 16, and 17, stake in pile of rocks, 12 ft. N. and 10 ft.

U.S.C. & G.S. standard disk stamped "D 52 19314." - T. 3(4. N., R. 2 W. , cor. sees. 9, 10, 15, and l6,

stake on S. side of highway on Dent-Iron county

U.S.C. & G.S, standard disk stamped "C 52 19314." -

U.S.C. & G.S. standard disk stamped "B 52 19314." -

U.S.C. & G.S. standard disk stamped "A 52 19314-" -

U.S.C. & G.S. standard disk stamped "D 56 193k" - T. 3k N. , R. 1 W. , cor. sees. 5, 6, 7, and 8,

pile of rocks at old fence and blazed pine'

U.S.C. & G.S. standard disk stamped "C 56 19314." -

T. 3k N., R. 1 W. , cor. sees. 3, 1|, 9, and 10,

Goodland, 14. mi. N. of, in NE \fa sec. 15, T. 314. N., R. 1 W., 33 ft. W. of highway, 10 ft. S. of fence corner, in concrete post; standard

Highway at approaches E. and W. , at top of hill - T. 31; N., R. 1 W. , cor. sees. 22, 23, 26, and 27,

Forest Service poster marked "19 oh. E. to SW. cor. sec. 2l4., T. 314. N., R. 1 W."

Prim Trav Sta No Ik 1907 Mo 9k8 (In Edgehill

37 38 k2.83.37 38 35-037 38 29-0

37 38 14.74 37 38 314.. 08

37 3§ 14.7.U

37 38 59-92 37 39 07437 39 25.26

37 39 36.61 37 39 23.637 39 14.7.69

37 39 14-8.237 1J-0 02.737 ko 21.337 ko 2k. 38 37 ko 2k. 237 14-0 l§-3

37 ko 06.137 39 38.1

37 39 4-8237 38 23.8

37 37 39-0

37 37 1^3-2

91 11 37.7291 11 17.391 10 14.1.5

91 10 20.2 91 10 Ok. 30

91 09 06.791 08 36.88 91 08 12491 07 12.0191 06 5k. 991 06 [4.5.60 91 05 24.891 05 05.12

91 Ok 32.391 oli 25.091 01). 20.191 03 55.37 91 02 51.091 02 22.8

91 02 17.8

91-01 14.3.9591 01 30.1 91 01 19.991 oo 14.8.1

90 59 51-37

l,82k

1,860

7552,721

5,181 1,769, 750 6,6302,909

2 /fC

1,9212,0114. 5,1712,3501 OQC

2,897

mk, 5992,809

2,233

3469

11. FROM CORRIDON QUADRANGLE AT SEC. 6, T. 32 N., R. 1 W., NORTHEAST INTO EDGEHILL QUADRANGLE AT SEC. 2k, T. 3k N., R. 1 W. (by C. W. Williams in 1937)

(Continued from Corridon quadrangle; see line 6.)

West Fork, 2.1| ml. NE. of post office, in NW 1/k sec. 31, T. 33 N., R. 1 W., 200 ft. SW. of earthen dam, 60 ft. N. of NW. corner of small frame house on Wm. Seever's property, 20 ft. SW. of rd., in concrete post} standard tablet stamped "k G 1936 9k3"

Rd. at fences E. and W. Rd. at triangular-blazed black-oak tree

37 30 33 4C37 31 02.837 31 20.8

91 05 18.38 91 05 20.5 91 oli k9-9

(3406) 2,987 3,o6l


Station

West Fork, U.2 ml. NE. of post office, 3-2 ml. SW. of Oates, l(.00 ft. E. of U.S. Forest Service rd. at Junction of rd. SW. to West Fork, 30 ft. N. and 38 ft. E. of Junction of rd. NE. to Oates, 33 ft. N. of rd. at drain, In concrete post; standard tablet stamped "5 G 1936 13014. "''.-

T. 33 N., R. 1 W., cor. sees; 16, 17, 20, and 21,

Rd. at blazed JQ-in, post-oak tree, near ford

Oates, In village of, 12 ft. S. and 110 ft. W. of T-rd. S., 3 ft. S. and 3 ft. E. of NE. corner of Sutterfleld's Store, 5.n concrete post;

Oates, 2-5 ml. NE. of, In N 1/2 sec. k, .T. 33 N., R. 1 W., about 700 ft. NW. of Thomas Trollnger's house, 12 ft. N. and 2 ft. E. of rd. at fence N., In SW. corner of pasture, 3 ft. H. and 2 ft. E. of corner of fence, In concrete post; standard tablet stamped "7 G 1936" 985'' - - - -.--

Forest Service poster marked nl& chains S. to SW. cor. sec. jlj., T. 314. N., R. 1 W." (corner In

T. 3!). N., R. 1 W., S. sixteenth cor. sec. 3!*.,

Oates, 5.5 ml. KE. of, 2.1 ml. SW. of Goodland, In NE 1/1; sec. 27, T. jlj. N. , R. 1 W. , 80 ft. S. and 70 ft. E. of S. corner of small farm house, 5 ft. N. and 50 ft. E. of T-rd. NE. , In concrete post; standard tablet stamped "8 G 1936 965" -

Prim Trav Sta No llj. 1907 Mo 9^8 (In Edgehlll

Latitude

o t n

37 31 ks.oo 37 32 014 37 32 28.9

37 32 53-8

37 33 28.8

37 33 lifi.21 57 & 50.5 57 35 11.5 37 35 25.2

57 55 32.73 57 35 1*1.9

57 55 U9-5

37 36 01.5 37 36 21.2 57 36 56.9

57 3;7 .'I5.9li 37 38 03.1

37 38 00.77

Longitude

0 | II

91 Ol; 38.0691 oij. 08.0 91 03 29.291 03 37.1,. 91 03 oo.i

91 03 23.09 91 03 08.6 91 03 il^.R 91 03 15.8

91 03 00.98 91 02 1^5.2

91 02 30.2

91 01 55.5 91 01 13.3 91 01 31.6

91 01 25.93 91 oo 13.7

90 59 51.57

Distance

Feet

2,631; 3,119 3,986

2,601

1;,652

2,559k,blOk.wk1,1|.01

l.lf-12 1,573

i.ias3,056 3,938 3,899.

1,979 7,523

1,808


TRANSIT TRAVERSB IN MISSOURI

BERRTCMAN QUADRANGLE (Latitude 37°45'-38°00'; longitude 91°00'-91°15')

Crawford and Washington Counties

1. PROM POTOSI QUADRANGLE AT SEC. 14, T. 36 fi., R. 1 W., SOUTH INTO POTOSI QUADRANGLE AT SEC. 35, T. 36 N., R. 1 W. (by Sledge Tatvm In 1904)

(Continued from fotosl quadrangle; see line 2.)

Station

Palmer, 3.5 ml. SW. of, at crossroads, In flint and limestone boulder; aluminum tablet stamped "Prim Trav Sta No 394 1164 AdJ 1903"

Latitude

37 50 18.637 49 39.637 48 28.5

37 47 40.91

37 46 45.2

Longitude

Of n

91 oo 53.091 01 22.301 m zrj Q

91 01 13.1291 oo 52.491 oo 21.5

Distance

Peet(5.506)4,5967,297

5,2064,962o 2Q*

(Continued In Potosl quadrangle; see line 2.)

2. PROM BOSS QUADRANGLE AT SEC. 14, T. 35 N., R. 1 W., NORTH TO SEC. 3/1., T. 36 N., R. 1 W. (by J. R. Bills In 1907)

(Continued from Boss quadrangle; see line 1.)

T. 35 N., R. 1 W., cor. sees.

Prim Trav Sta No 394 Il64 Ad;

10, 11

1903

, 14, and

(previously37'37

4511

474o 5 91

91

91

01

01

06

13 5 .1?

(1

15

,794)

,122

3. PROM STEELVILLE QUADRANGLE AT SEC. 3, T. 57 N., R.. 3 W., SOUTH INTO BOSS QUADRANGLE AT SEC. l4, T. 35 N., R. 3 W. (by J. L. Sanders In 1926-27)

West gatepost of large wooden gate at S.

Westover, 2 ml. W. of, along Steelvllle-Westover rd., near center sec". 15, T. 37 N., R. 3 W., 30 ft. S. and 40 ft. W. of crossroads, In' concrete post; standard tablet stamped "Prim Trav Sta No 110 S 192* 945" -

T..37 N., R. 3 W., cor. sees. 27, 28, 33, and 34, pile of stones (In Steelvllle quadrangle)

Tps. 35 and 36 N. , R. 3 W. , cor. sees. 3, 4, 33, and 34, cross fences (in Steelvllle quadrangle)

Dlllard, 3.5 mlv NW. of, along Cherryville- Dlllard rd. , 7.5 ml. SE. of Cherryvllle, about 0.1 mL. N. of cor. sees. 10, 11, Ik, and 15, T. 35 N., R. 3 W., 32 ft. S. and 38 ft. E. of property corner. In concrete post; standard

37 57 .04.4 37 56-42.8 37 56 20.4

37 55 53-9

37 55 20.42 37 5436.0 37 53 54.1

37 53 17.7

37 47 09.7 37 46 22.6

37 45 33.42

91 15 02.0 91 14 {4.5.3 .91 14 48.2

91 14 31.0

91 14 26.43 91 14 45.3 91 14 47.8

91 15 10.2

91 15 18.8 91 14 34.2

91 14 14.10

2, 570 2,278

3,012

3,4io 4,743 4,238

4,257

5;495

5.253(Continued In Boss quadrangle; see line 2.)


Station

4. PROM SEC. 15, T. 37 N., R. 3 W., SOUTHEA SEC. 11+., T. 36 N., R.' 1 W. (by J. L. S

Prim Trav Sta No 110 S 1926 945 (previously

T w3 T?

Huzzah, about 1 ml. NW. of post office, 1,000: ft. S. and 800 ft. E. of quarter cor. between sees. 17 and 18, T. 37 N. , R. 2 W., 115 " " °f T-rd. N., 80 ft. N. of Wlllle Brlckey's house, on hillside, In concrete post; standard tablet stamped "Prim Trav Sta 127 S 1926 737"

Huzzah, 0.5 ml. S. of post office, In HE. corner of concrete step to Huzzah School; standard tablet .stamped "Prim Trav Sta No 128 S 19267ZCII ______ _ ____________________ ______ _ _______

Brazil, about .2. 5 mi. W. of post office, along Huzzah-Brazll rd., In SE 1/1). sec. 2, T. 36 N., R. 2 W. , 0.2 ml. NW. of Walter Caringer's house, 65 ft. E. of rd. forks, between rds., in concrete post; standard tablet stampedtip m q4>a M.-. TOO o 1 O_>£ irilifl"

Junction of Brazil-Huzzah rd. and rd. K. to

Rd. at triangular-blazed 12-ln. black-oak tree on

Junction of Berryman-Brazll rd. and rd. W. to Steelvllle, 0.2 ml. E. of dwelling of

Mallow School, 500 ft. E. of quarter cor. between sees, k and 5, T. 36 N., R. 1 W., 21 ft. S. of SE. corner of schoolhouse, 9 ft« W. of large walnut tree, in concrete post; standard tablet stamped "Prim Trav Sta No 130 S 1926 831!1

(Continued In Potosi quadrangle; s

Latitude

o i ei

ST INTO POTOS anders In 192

37 55 20.1)2 37 55 23. U 37 55 23.3 37 55 134 37 55 04.7 37 55 06.6

37 55 15.52 37 5U. 48.6 37 & 28.1; 37 51). 13.9

37 53 .4.3. U 37 52 36.5 37 51 47-6

37 51 40.85

37 51 44-5

37 51 28.437 51 21;.?

37 51 51-5

37 51 52.01 37 51 26.6 37 50 U.6 37 50 18.8

ee line 3.)

Longitude

o i n

I QUADRANGLE 1 £27)

91 14 26.43 91 13 33.6 91 13 01.8. 91 12 19.0 91 11 4?.2 91 10 45-7

91 10 28.30 91 10 04.291 09 42.491 09 25.1

91 09 20.91 91 08 36.6 91 07 42.2

91 06 39.il).

91 06 18.7

91 OS 48.0 91 05 17.5

91 03 45.2

91 02 59.82 91 02 38.291 01 23.3 91 oo 59.0

Distance

Feet VT

4,243 2,552 3,566 2,691 4,936

1,660' PS9 2,6872,021).

3,1007,64i 6,598

5,1031.6792,950 2,478

7,886

3,637 3,102

. 7,298 3,338

PROM STEELVILLE QUADRANGLE AT SEC. 22, T. 38 N., R. 3 W., EAST INTO POTOSI QUADRANGLE AT SEC. 35, T. 38 N., R. 1 W. (by J. L. Sanders In 1926-27)

P T Sta No 108 S 1926 (in Steelville quadrangle) -

Junction of Scotia-Steelville rd. and rd. SE. to

T. 38 N., R. 1 P., cor. sees. 17, 18, 19, and 20

Junction of Butte-Undlne rd. and old Potosi-

T. 38 N., R. 1 W., In SW V4 SE 1/1). sec. 21, 310 ft. E. of rd., 21). ft. S. and 6 ft. E. of SW. corner of former post office building In Undine, In lot of John W. Isgrlg, In concrete post; standard tablet stamped "P T Sta 126 S 1926 n

Front step to porch of dwelling of Charlie Easton

Prim Trav Sta No 167 1903 1243 AdJ (In Potosi

37 59 10.90 37:59 39«0

38 oo 07.038 00 12.0

37 59 48.3 37 59 464

37 59 35.78 37 52 05.3 37 58 Uo.O

37 58 22.19

91 15 18.31 91 14 49.5 ;

91 14 16.9

91 04 02.1

91 03 24.8 91 02 28.6

91 Q2 18.12 91 01 48.3 91 00 33.2

90 59 30.90

3.^55

3,843

3.530 4,502

1,364 3,900 6,532

5,306

6. FROM BOSS QUADRANGLE AT SEC. 18, T. 35 N., R. 2 W., NORTHEAST TO SEC. 7, T. 35 N., R. 1 W. (by J. ,L. Sanders in 1926-27)

(Continued from Boss quadrangle; see line 3.)

Rd. fork NE. . . Huzzah Creek, S. edge of ' - Center of Possum Trot Creek at fence - - -_. T. 35 N., R, 2 W., cor. sees. 8, 9, 16, and 17,

pile of rocks'near large gate -

37 45 12.837 45 20.837 45 21.0

3745 20.8

29.( 91 10 4l.o 91 10 04.7

91 09 50.2

(3,108) 3,923 2,910

1,152


Station

Dlllard, 6 ml. NE. of post office, In NW lA NE lA sec. 16, T. 55 N., R. 2 W., 42 ft. S. and 80 ft. W. of Mill Rock Creek -ford, 400 ft. S. 20° E. of Tom Turnbough 1 s house, 26 ft. S. and 51 ft. W. of rail fence corner, In concrete post; standard tablet stamped "Prim Trav Sta

T. 35 N., R. 2 W., quarter cor. between sees. 9

T. 35 N., R. 2 W. , In SE lA sec. 5, 21 ft. NE. of old Steelvllle-Centervllle rd., 27 ft. N. and 15 ft. W. of R. S. Barr's garage, In concrete post; standard tablet stamped "P T 120 S 1926"

T. 35 N., R. 2 W. , cor. sees. 2, 3, 10, and 11,

.Center of front gate to dwelling of Wm. Barr Courtols, 300 ft. NW. of post office, 100 ft. S.

and 140 ft. W. of cor. sees. 5, 6, 7, an(i 8, T. 35 N., R, 1 ff., 150 ft. N. and 60 ft. E. of G. D. Evans 1 house, 22 ft. W. of NW. corner of barn, In concrete post; standard tablet stamped

Latitude

o i . ri

37 1*5 17-53

37 1*5 1*6.1

37 1*6 20.85

37 46 12.2 37 W ll.l* 57 14.6 11.0 57 46 20.8.

57 1*6 06.78

Longitude

Of "

91 09 04.26

91 08 ij4.li.

91 07 53.7991 07 37.6 91 07 07.3 91 06 18.1 91 06 OO.l

191 04 22.42

Distance

Feet

3,700

3,358

1,567 2,428 3,9l*l 1,741*

7,964

7. PROM SEC. 7, T. 35 N., R. 1 W., NORTHEAST TO SEC. 5^, T. 56 N., R. 1 W. (by C. H. Beardsley In 195!*)

Tombstone of Elizabeth Laramore In small cemetery T. 55 N., R. 1 W., N. cor. sees. 5" and 4 (?)

Prim Trav Sta No 394 1164 AdJ 1903 (previously

3737 37 373757

37

46

lj.6

47

47

05.31. 50. 01.

06!4o.

15

tj.

91

9191 91 919191

91

nli0505 02 0101

01

24.52. 11. 10.50.34-13.

1916 637

12

33

3

,710,790 ,010,520

,930

FROM SEC. 2, T. 55 N., R. 5 W., SOUTH ALONG COUNTY ROUTE B TO SEC. 13, T. 55 N., R. 5 W., THENCE NORTHWEST ALONG ROADS TO SEC. 11, T. 55 N., R. 5 W. (by C. H. Beardsley In 19514.)

Dlllard trlangulatlon sta.; U.S.C. &

(For balance In Boss

G.S.

quadrangle , s


373737

ee

37 37

1*6r t]±61*5

line

1*5 1*5

jr r

20.

9-

06. 33.

0662

)

11*2

9191 91

91 91

131312

s

1*5.10.36.

1*7- ll*.

077 7

I*10

3

(5

Qttf\

,1*30

,900) ,500

Magnetic declination In 19514., 6° 50' E.


POTOSI QUADRANGLE (Latitude 37°45 I -38°00'; longitude 90°45'-91°00')

Washington County

117

. R IE

1. PROM BONNE TERRE QUADRANGLE AT SEC. 31, T. 38 N., R. 3 E., SOUTH BY WAY OP POTOSI. INTO BONNE TERRE QUADRANGLE NEAR CALEDONIA (by J. R. Bills In 1903)

(Continued from Bonne Terre quadrangle; see line 1.)

Station

Crossing of1 Potosi-Selby and Old Mines-Potosl

Potosi, Intersection of Missouri and High Streets

T, VI M_ . T?. * F. . W «r>T«. artl*a. 1Q and 30 .

Latitude

o i n

37 57 59-9 37 56 44.037 56 13.137 56 12.5 37 55 3U.7*7 <;/! TH.tl

Longl tude

0 | II

90 45 47.8

90 46 02.690 47 14-490 47 15.0 90 45 58.14.on KR ?R.n

Distance

Feet (5,679)

7,7376*546

157

R.??R

(For balance in Bonne Terre quadrangle, see line 1.)

Crossing of Caledonia-Potosl and Caledonla- Irondale rds. ;-=---

T-rd. W. i = i T-rd. W. -Z-.Z--

37 ^9 04-6 37 47 27.6 37 4° 02.8

90 4690 46 .90 46 21

8:4 11,132) 9,807 8,930(Continued in Bonne Terre quadrangle; see line 1.)

2. PROM POTOSI NORTHEAST TO SEC. 25, T. 38 N., R. 1 W., THENCE SOUTH TOSEC. 1. T. 35 N., R. 1 W.; THENCE EAST TO CALEDONIA (by Sledge Tatum in 1904)

Potosi, Intersection of Missouri and High

T. 38 N., R. IE., quarter cor. between sees. 35

Latty, 1.4 mi. SW. of, 1,000 ft. W. of Pourche a Renault Creek, 54 ft. W. of sprlnghouse, opposite Bill Lewis 1 house, in ledge of natural stone; aluminum tablet stamped "Prim

Junction of rd. N. (in Richwoods quadrangle)

Ployd, 2.5 mi. NW. of, 1 ml. SW. of Little Pilot Knob, on N. side of rd. , In large boulder; aluminum tablet stamped "Prim Trav Sta No 167 1903, 1243 AdJ" -

Ployd, Junction of Berryman and Potosi rds.,

Junction of rd. to Potosi, 800 ft. E. of church -

37 56 12-5 37 56.49.8 37 57 26.4 37 59 18-5

37 5§ 30.6 37 58 31.0

37 58 47-27 37 59 33.2 37 59 53-4 38 00 26.9 37 59 40.3

37 58 22.19 37 57 35-3

37 57 lU-U 37 56 40.7 37 55 21.6 37 55 17.3

90 47 .15. Q 90 47 56.3 90 -48 36.0 90 50 57.7

90 53 05.7 90 53 49-8

90 55 00.93 90 55 56.6 90 56 45.0 90 57 30.0 90 59 01.4

90 59 30.90 <X> 58 07.0

90 57 05.0 90 58 09.3 90 59 01.6 90 59 43.4

5,026 L.888 16,048

11,370 3,451

5.930 6,4494,385 5,078 8,797

8,246 8,224

5,397 6,176 9,019 3,i86

118 TRANSIT TRAVERSE IK MISSOURI

Station

Palmer, 4 ml. N. of, at fork of two trails, In sandstone boulder; aluminum tablet stamped

T W) . . --

Latitude

o i n 37 53 35-2

37 52 42.58 37 51 38. 4 37 51 00.8 *7 c;n ??.i

Longitude

o i n .

90 59 49.2

90 59 35.09 90 58 45.6 90 59 12.3 qn £6 )il,.r

Distance

Peet 10,328

5A39 7,6ll 4,364 T,. fifth

(For balance In Berryman quadrangle, see line 1.)

Belgrade, 1.5 ml. W. of, 500 ft. S. of H. E. Johnson's house, on E. bank of creek, In rock ledge; aluminum tablet stamped "Prim Trav Sta No 14.98 1903 901; Adj" :

Rd. fork S. Caledonia, Intersection of Main Street and

Caledonia, at front entrance to Methodist Church, In S. sandstone step; aluminum tablet stamped

37 46 47.3 37 46 44.3 37 46 47 .'0 3747 oo.l

37 lj.6 51.81 37 1<.7 22.0 37 46 514 37 46 27.8 37 14-6.07.5

37" 45 59-7

37 45 48.55

90 58 12.1 90 56 31.8 90 55 07.0 90 54 13.6

90 52 38.22 90 51 oi.o- 90 so 20.3 90 49 38.5 90 Itf 02.590 46 21.6

90 14.6 21.26

10,389) 8,070 6,819 4,472

mt:i33,594

12,956

233

PROM BERRYMAN QUADRANGLE AT SEC. llj., T. 36 N.. R. 1 W., NORTH TO SEC. 36, T. 37 N., R. 1 W. (by J. L, Sanders in 1926)

(Continued from Berryman quadrangle; see line 1;.)

Palmer, In SW. corner of foundation stone of post office, 5 ft* above ground; aluminum tablet stamped "T T 131 S 1926 1903 900 AdJ"-

Prlm Trav Sta No 297 1903 1002 Adj (previously

37 50 22.53 37 51 04.6 37 51 53.8

37 52 42.58

90 59 M;. 21;90 58 47.0 90 58 46.5

90 59 35o09

(6,006) 6,258 4,982

6,286

4- FROM RICHWOODS QUADRANGLE AT SEC. 20, T. 38 N., R. 2 E., WEST TO SEC. 3l|., T. 38 N., R. 1 E. (by C. D. Cralg In 1935)

Aptus-Potosl rd. at rd. W. to Latty (In Rlchwoods

Rd., 52 ft. E. of SW. corner of dwelling of Noah

Corner of wire fences S. and W. and rail fence 'E.

Potosl, 7 "»1. W« °f> fcy rd«» near quarter cor. between aecs. 29 and JO, T. 38 N., R. 2 E., 1±50 ft. NW. of Pleasant Hill Christian Church, 65 ft. W. of crossroads, 2 ft. N. and 10 ft. W. of 20-ln. oak tree at fence corner, In concrete post; standard tablet stamped "T T 1711 ERA 1935 815" -

T. 38 N., R. 2 E., approximate W. quarter cor.

Crossroads, on top of divide, 18 f.t. S. and 15 ft. W. from triangular-blazed 26-ln.

T. 38 N. , R. 1 E., quarter cor. between aecs. 35

Latty, about 0.5 ml. SE. of old location, near center of E 1/2 sec. 35, T. 38 N., R. IE., 95 ft. E. of' Little Fourche a Renault Creek and N.-S. rd., ^ ft. S. rd., 8 ft. E. of gate to William Atkins 1 yard, In concrete post; standard tablet stamped "T T 1712 ERA1935 810" T

Prim Trav Sta No 79 1913 790 (previously

38 oo 16.1 37 59 56.937 59 44.9

37 59 33-5

37 59 17-04

37 59 18.2 37 59 06.3

37 58 44-5

37 58 30.6

37 58 32.46 37 58 30.4

37 58 47-27

90 14.9 28.9 90 50 lo.lj

90 50 00.1

90 50 29.4

90 51 03.1414

90 51 56.7 90 52 13.6

90 52 37-6

90 53 05.7

90 53 16.03 90 53 50.3

90 55 00.93

3 ',851

1,469

2,618

3,194

4,265 1,809

2,926

2,656

853 2,753

5,912


Station Latitude

0 | II

Longitude

0 1 II

Distance

Feet5. PROM RICHWOODS QUADRANGLE AT SEC. 23, T. 38'N., R. 1 E., SOUTH TO

SEC. 35, T. 38 N., R. 1 E. (by J. J. Beinllch in 1936)

T T 1712 E R -A. 1935 810 (previously described) -

38 oo 39.26 57 59 56.0 37 59 01. p 37 58 3246

90 52 k2.2k 90 55 29.0 90 55 37-0 90 55 16.05

5,757 5,6ok5.553

Magnetic declination In 190k, 5° k'5« E.

BONNE TERRE QUADRANGLE (Latitude 57°k5'-58°00'; longitude 90°50'-90°k5')

St. Francois and Washington Counties

<BONNE TERRE

O

""T 37 N

T

1. PROM DE SOTO QUADRANGLE AT.SEC. 2k, T. 58 H., R. k E., WEST BY WAY OFCADET TO SEC. Jl, T. 58 N., R. 5 E., THENCE SOUTH TO SEC. 6, T. 55 N., R. 5 E., THENCE EAST TO BISMARCK, THENCE EAST ALONG MISSOURI PACIFIC R.R. INTO FARMINGTOH QUADRANGLE (by J. R. Bills In 1905)

Station

Silver Springs, Missouri-Illinois crossing (In De Soto quadrangle]

T. 38 N., R. k E., cor. sees. Ik,

T. 38 N., R. k E., cor. sees. 17,

T _J low

R.R. at rd.

15, 22, and 23

18, 19, and 20

White, Missouri Pacific R.R. at rd. crossing Junction of Selby, Mineral Point, and Shlbbeloth

Latitude

38 oo 01.3 57 59 5L738-00 09.8

38 oo 27.7 57 59 59-3 57 59 45.6 57 59 08.7 57 58 51.557 58 07.1*7 57 ^Q.?

Longl tude

90 31 J2.290 32 45-0

90 35 50.8

90 37 16.3 90 38 25.5 90' 39 55-9 90 ko 52.690 k2 154

90 kj 30. <= an }<], *£_A

Distance

Feet

5^908

5.556

6)607 5,6kj5J'l 6,857

H?a(For balance in Potosl quadrangle, see line 1.)

Intersection of Irondale-Potosi and Hunters Mill-

57 55 24.5 57 52 524

57 52 28.1 37 51 00.6 37 50 22.6

90 kk Ik. 8 90 45 ok. 5

90 42 5k. 0 90 4? 52.2 90 44 55-5

(7,755) 7,826

2,58k

6^526

(For balance in Potosl quadrangle, see line 1.)

Crossroads on St. Francois-Washington county line Bismarck, Missouri Pacific R.R. at street

178220 O 39 9

57 46 26. k 57 46 51.657 45 52-2 57 k5 20.057 45 51.5

37 46 06.1;

90 44 44.2 90 42 42.290 4l 50.890 39 45-590 38 36.2

90 37 55-9

10,150

9,227 5,549

6,557


T. 35 N , R. No

Station

k E., cor. aeca. 5, 6, 7, and 8 (?)-

Latitude

0 | II

37 k5 55-3 37 k5 3o-5

Longitude

90 37 2k- I90 36 39.8

Dlatance

Feet 1,502 k,228

(For balance In Ironton quadrangle, aee line 1.)

R.R. at private rd. croaslng NW.-SE. - Loughboro, R.R. at N.-S. rd. croaalng

37 k6 05.3 37 k° 38.5

90 33 00.190 31 02.0

14,9825,030

(Continued In Farmington quadrangle; see line 1.)

2. FROM DE SOTO QUADRANGLE AT SEC. 20, T. 38 N., R. 3 E., SOUTHEAST TO CADET,.THENCE NORTHEAST INTO DE SOTO QUADRANGLE AT SEC. 19, T. 38 N., R. k E. (by J. 11. Lawson in 1930)

Happy Hollow, center of culvert over (In De Soto

Cadet, 1.1 ml. W. of, 93 ft. E. and 21 ft. N. of crossroads, 20 ft. N. of fence corner, In concrete post; standard tablet stamped "T TTOT T Qzn"

Cadet, Missouri Pacific R.R. semaphore at sta. window, 65 ft. NE. of main track at rd.

Cadet, 2.5 mi. E. of, 0.6 ml. E. of crossing of Mill Creek, 62 ft. E. and 8 ft. S. of center of triangle at rd. fork N. , 10 ft. N. of rd. E., Ik ft. E. of angle in rail fence, in concrete post; atandard tablet atamped "T T 20 L 1930" -

St. Franc ola -Washington county line, rd. at fence

38 oo 05.237 59 ^0.5

37 59 3k-52

37 59 13.1 37 59 O2.k 37 59 06. k 37 59 09.9 37 59 38.6

37 59 Uo.79137 59 56.7 38 oo 09.3

90 k3 25.0 90 k3 oo.i

90 k2 27.30

90 ..kl 17-5 90' kl 11.8 90 kO 53.9 90 kO 30.0 90 39 394

90 39 01.7390 38 27.8 90 37 k6.3

3490

2,699

5,997 1,173 i486 1,952 k,98o

3,029

. 3,15k 3,563


FARMINGTON QUADRANGLE (Latitude 37°k5'-38°00'; longitude 90°15'-90°30')

St. Francoia and Ste. Genevieve Counties

FROM BONNE TERRE QUADRANGLE SOUTHEAST ALONG MISSOURI PACIFIC RAILROAD TO DE LASSUS, THENCE EAST ALONG ROADS, BY WAY OF FARMINGTON, TO SEC. 6, T. 35 N., R. 7 E., THENCE NORTHEAST INTO WEINGARTEN QUADRANGLE AT SEC. 3k, T. 37 N., R. 7 E. (by J. R. Ellla In 1903}

(Continued from Bonne Terre quadrangle; aee line 1.)

Station

R.R. at N.-S. rd. crossing, 1,000 ft. E. of bridge 8k3

Doe Run Junction, croaalng of Mlaaourl-IlllnolaR o

Latitude

0 | II

37 k6 29,3

37 k6 ,20.8 37 k5 kk.?

Longl tude

0 | II

90 29 kk490 29 20.0 90 27 26.2

Dlatance

Feet

(6,309)

2,132 9,870


Station

Farmington, intersection of Main Street and Cosey

Intersection of Plank Road and St. Marys rd. - T. 35 N. , R. 6 E. , quarter cor. between secs.'k



North Fork of .Jonca' Creek, iron bridge over Missouri-Illinois R.R. at crossing of Plank Road-

Latitude

37 k6 50.7 37 k6 38.3

37 k5 59-8

37 k5 58.2

37 k5 58.9 37 k5 5k.7 37 k5 kk.9 57 k8 59-.Z

57 k9 51.1 57 50 57-0 57 51 554

Longitude

0 1 II

90 25 33.7 90 2k 11.0

90 23 00.6

90 21 53. k

90 20 k5.8 90 18 28.1 90 18 05.9 90 18 15.6 90 18 25.2 90 18 20.7 90 17 07.1 90 16 16.2

Distance

Feet

11,262 6,932

6,735

5,k05

11 ,'058 7,812 9,588 5,752 2,170 7,825 7,165

(Continued in Weingarten quadrangle; see line 1.)

2. FROM CRYSTAL CITY QUADRANGLE AT SEC. 17, T. 38 N., R. 7 E., WEST BY WAY OF FRENCH VILLAGE INTO CRYSTAL CITY QUADRANGLE AT SEC. l6, T. 38 N., R. 5 E. (by J. R. Bills in 1903)

Junction of Goose and Fourche a du Clos Creeks,

Intersection of Ste. Genevieve and Crystal City

T. 38 N., R. 6 E., cor. sees. 27, 28, 33, and 55. (?) . ._._. ____ - _ __ __

St. Louis Road at crossing of French Village-

38 01 02.9

37 59 52.3

37 58 16.2 37 57 5k-k 57 58 og.k

37 5§ 10.7 37 58 23.3

37 56 36.0 37 59 13.6 37 59 26.; 38 oo 02.5

90 lk 20.1

90 16 27.2

90 18 06. k 90 19 58.2 90 20 52.1

90 21 k3.k 90 23 20.J

90 2k k5.5 90 25 lio.6 90 26 51.1 90 28 3k.3

12,378

12,66k 9,226 k,55kk,152 7,8ko

7,237 5,673 5,79k 9,086

3. FROM FARKINGTOli NORTH ALONG ST. LOUIS ROAD TO POINT 1.5 MILES WEST OF FRENCH VILLAGE (by Sledge Tatum in 19Ck)

Intersection of Plank Road and St. Karys rd.

Farmington, at W. side of entrance on S. side of courthouse, 2 ft. above ground, In foundation;

Farmington Junction, Missouri-Illinois R.R. at

Three Rivers Baptist Church, 0.2 mi. W. of, on E. side of St. Louis Road, 60 ft. N. of crossroad, in solid rock; standard tablet stamped "Prim

Terre Bleue Creek, center of bridge over -..-. Jaydee, opposite post office, in SE. corner of foundation of N. Chatman's house; standard tablet stamped "Prim Trav Sta No 60 8ok"

Junction of rd. E. to French Village -- St. Louis Road at crossing of French Village-

Valles Mines rd. (previously described) -

37 k6 38.3

37 k6 kg.6 37 k8 18.9

37 k9 52-k 37 51 05.3

37 51 Jif.J 37 52 3k. 6 37 53 -21.7 37 5k 11.5 37 5k ko.o 37 55 12. t

37 55 37.0 37 56 12-5 37 57 k2.8

37 56 36.0

90 2k 11.0

90 25 11.590 25 oi.o90 25 08.7 90 25 17.0

90 25 17.k 90 25 15.0 90 25 OIJ..2 90 2k 5k.O 90 2k £9.6 90 2k 57-2

90 2k 5k. 6 90 2k 53.3 90 2k 55-3

90 2k k5.J

5,33k 9,011

9,761 7,396

3,691 5,261 C,802 5,056 2,972 3,195

2,k65 3,571 9,075

5,kk?

k. PROW WEINGARTEN QUADRANGLE AT SEC. 10, T. 35 N., R. 7 E., WEST TO SEC. 6, T. 35 N., R. 7 E. (by J. R. Bills in 1907)

(Continued from Weingarten quadrangle; see line 3.)

Avon, 2 ml. W. of, 15 ft. S. and 25 ft. E. of crossroads, 2 ft. S. of wire fence; iron post

Junction of Avon-Fannington and Coffman-37 k5

37 k5 57 k5 57 k5

03.08

32.6I|J[ -Q 54- 7

90 15 32.5390 16 12.290 16 05. 990 18 28.1

k,ko8 9,110 2,033


Station Latitude

0 ,

Longitude

0 1 II

Distance

Feet

FROM PREDERICKTOWN QUADRANGLE NORTH ALONG MISSOURI-ILLINOIS RAILROAD TO DOE RUN JUNCTION (by J. L. Sanders in 1926)

(Continued from Predericktown quadrangle; see line 3.)

St. Francis River, center of bridge over ----- Doe Run Junction, crossing of Missouri-Illinois

37 45 06.0 37 46 03.6

37 46 20.8

90 29 12.9 90 29 06.9

90 29 20.0

'!:&'2,041


WEINGARTEN QUADRANGLE * (Latitude 37°45'-38°00'; longitude 90°CO'-90°15')

Perry and Ste. Genevieve Counties

'WEINGARTEN

\PROM FARMINGTON QUADRANGLE AT SEC. 34, T. 37 N., R. 7 E., EAST AND

NORTH ALONG MISSOURI-ILLINOIS RAILROAD TO SEC. 24, T. 37 N., R. 7 E., THENCE NORTH INTO RENAULT QUADRANGLE AT SEC. 13, T. 38 N., R. 7 E. (by J. R. Bills in 1903)

(Continued from Farmlngton quadrangle; see line 1.)

Station

Bloomsdale, crossroads (in Renault quadrangle)

Latitude

0 | II

57 52 33-737 53 15 & 37 54 03.457 54 51-9 37 56 06.8 37 58 58.7 38 oo 29.4

Longitude

0 | II

90 13 36.6 90 12 52.6 90 12 48.9 90 12 56.8 90 13 24.2 90 12 36.7 90 13 04.9

Distance

Peet 14,110) 5,522

k'^kz 7,88s 17,858 9,338

2. PROM CHESTER QUADRANGLE AT SEC. 13, T. 37 N., R. 9 E., SOUTH INTO CHESTER QUADRANGLE AT SEC. 24, T. 36 N., R. 9 E. (by J. R. Bills in 1907)

(Continued from Chester quadrangle; see line 1.)

Stone in rd. at dwelling of Charles Fitchcomb

Ozora, 1.2 mi. S. of, just N. of Little Saline Creek, 50 ft. N. of rd. forks, at S. corner of farm of John Zaliferliff ; iron post stamped

Large sycamore tree at rd. forks near site of old

Saline Valley R.R. at rd. crossing just E. of

37 53 18-5 37 52 55-1 37 52 55-1 37 52 25.0

37 50 50.4

37 50 13-5 37 49 28.2

37 49 10.8 37 49 oo.i

90 00 29.5 90 01 32.2 90 01 37.0 90 02 05.1

90 01 56.490 01 04.3 90 01 03.390 oo 45.7 90 oo 10.0

6,590 5,568

585 3,795

9,6o45,604 4,6132,247 (3.059)

(Continued in Chester quadrangle; see line 1.)

A small part of this quadrangle lies in Illinois.


Station Latitude

0 | II

Longitude

0 | II

Distance

FeetFROM EIGDON QUADRANGLE AT SEC. 10, T. 35 N., R. 9 E., WEST INTO

FARMINGTON QUADRANGLE AT SEC. 10, T. 35 N., R. 7 E. (by J, R. Ellis in 1907)

(Continued from Higdon quadrangle; see line J.)

Old Parmlngton rd. at Perry-Ste. Genevieve county

Saline Valley R.R. at rd. crossing at old site of

Rd. forks at entrance to lane near dwelling of

Rd. on line between sees. 31 and 36, T. 36 N. ,

Ulam, near old site of post office, W. of St. Marys -Parmlngton rd. at rd. S. to Predericktown; iron post stamped "Prim Trav

37 14.5 20.5

37 14.5 14*.. 6

37 14-7 02.5

37 W 14.0.7

37 14.7 014.4 37 kb 52.3

37 lt.5 la- 08

90 01 17.290 02 26.5

90 Ok 01.1;

90 05 00.5

90 OS JO.lj. 90 06 £5.3

90 08 00.78

(6,692)

6,079

10,962

5,250

3,398 6,1314.

9452

(For balance in Higdon quadrangle, see line l\.. )

Avon, In W. part of, T-rd. N., 20 ft. SW. of corner of stone wall 37 tt-5 03.9

(Continued In Parmlngton quadrangle; see lln,e I)..

90 13 214..2 10,070

Magnetic declination In 1907, l±° l±<j\ E.

CHESTER QUADRANGLE * (Latitude 37°1)-5 I -38°00' ; longitude 89°lt.5' -90°00' )

Perry and Ste. Genevieve Counties

1. PROM SEC. 13, T. 37 N., R. 9 E., SOUTH TO SEC. 7, T'. 35 N., R. 10 E. (by J. R. Bills in 1907)

Station

M.R.C. trlangulation sta. designated "Vause" -

Latitude

Of I'

37 5^ WJ.33 37 5(4- 16.6

Longitude

89 59 1941 89 59 524

Distance

Feet

iiijfi(For balance in Weingarten quadrangle, aee line 2.)

Mine La Motte Road at rd. N. near dwelling ofW. E. Cambran -

T-rd. S. T. 35 N., R. 9'E., NE. cor. sec. 2, 20 ft. HE. of

large, white-oak bearing tree -- --- Maple tree in center of triangle at rd. forks,

near Cedar Fork Creek :___-_ _ _ Stone at entrance to lane, near junction of rd.

SW.

37 14.6 16.6 37 kl 51-5

37 14.6 18.0

37 14.6 39-7

37 W 03.1

89 59 25.3 69 59 59-5

89 59 55-8

89 59 594 89 59 25.1

5,685 3,7*4.6

9472

l4.,622

Part of this quadrangle lies in Illinois.


Station

Cedar Pork Church, 2 ml. E. of corner of blacksmith shop of iron post stamped "Prim Trav

, 1). ft. S. of SE. Henry Willand; Sta No 2 1907 Mo"-

Latitude

O | II

37 14.5 09.70

Longitude

0 | II

89 58 18.01

Distance

Peet

7,637

2.- FROM SEC. 7, T. 35 N., R. 10 E., EAST INTO PERRYVILLE QUADRANGLE AT SEC. : 10, T. 35 N., R. 11 E. (by J. H. Wilson in 1913)

Prim Trav Sta Ho 2 1907 Mo (previously described) 37 [4.5 09.70 89 58 18.01 .....

(For balance in Perryville quadrangle, see line 2.)

Rd. forks, 35 ft. N. of mall box of J. Colln I 37 l±<j 03-3 I 89 1+B 30.7 1(8,020)

(Continued in Perryville quadrangle; see line 2.)


CAMPBELL HIL1 QUADRANGLE * (Latitude 37°l4.5'-38°00'; longitude. 89°30' -89°l4.5' )

Perry County

\

1. FROM ALTENBURG QUADRANGLE AT SEC. 9, T. 35 N., R. 12 E., EAST TO SEC. 11, T. 35 N., R. 12 E. (by J. H'. Wilson in 1913)

(Continued from Altenburg quadrangle; see line 1.)

Station

Turn in narrow rd. leading to dwelling

Grand Eddy, St. Louis -San Francisco Ry M.R.C. triangulatlon stal designated "

, 200 ft.

. crossing- Brick

Latl tude

0 | II

37 i)-5 08.7 37 U5 21.3

37 k5 19.68 37 14-5 '09-61;

Longitude

0 1 II

89 Ui 14.7.14. 89 £1 06.9

89 la 08.38 89 14.0 14.5.37

Distance

Feet

(7,990) 3.U89

220 1.914.5

Magnetic declination in 19l6, Ij. 0 k5*

*The greater part of this quadrangle llea In Illinois.