UNITED STATES DEPARTMENT OF THE INTERIOR 

Harold L. Ickes, Secretary

GEOLOGICAL SURVEY 

W. C. Mendenhall, Director

Bulletin 889

SPIRIT LEVELING IN KANSAS 

1896-1935

J. G. STAACK

Chief Topographic Engineer

UNITED STATES

GOVERNMENT PRINTING OFFICE 

WASHINGTON : 1938

For sale by the Superintendent of Documents, Washington, D. C. Price 15 cents
CONTENTS

Page

Introduction.__-____-____-_____-____--__--..___-_________---___-___ 1

Scope of report. ---.__. .-. __________ __ 1

Cl ssiucation of leveling______________..____.......-..---------- 1

Adjustments-.__--__-__------_----_----_-_-___-----_---------- 2

Benchmarks ____________-__---__--__-_-__--___-_-_ __________ 2

Preservation and restoration of benchmarks_____-___-_______--__ 4

Datum_ ________--__________--_---__---___-_-_______-____-_-_- 5

Index mapS-_____-__.___-______.______________________________ 5

Personnel_ _ _________________________________________________ 8

Third-order leveling_____________________________________________ 9

Supplemental elevation.___________________________________________ 66

Index.____________________________________________ 87

ILLUSTRATIONS

PLATE 1. Geological Survey benchmarks-___________________________

FIGURE 1. Index map of eastern Kansas showing the quadrangles into 

which that section of the State has been divided and the 

routes followed by levelmen of the United States Geological 

Survey _______________________________________________

2. Index map of western Kansas showing the quadrangles into 

which that section of the State has been divided and the 

routes followed by levelmen of the United States Geological 

Survey _______________________________________________

Page 

2
SPIEIT LEVELING IN KANSAS, 1896-1935

J. G. STAACK, Chief Topographic Engineer

INTRODUCTION

Scope of report. This bulletin contains the results of all spirit 

leveling in Kansas by the United States Geological Survey, including 

those heretofore published. 1 Descriptions of the points for which 

figures of elevation have been determined are listed according to the 

quadrangles in which the points occur, and the quadrangles are 

arranged alphabetically. (Seep. 5.) Results of spirit leveling other 

than that done by the Geological Survey are not included.

Classification of leveling. Spirit leveling is classified according to 

the degree of refinement in the instruments and methods used and 

according to the closure errors.

First-order leveling 2 consists of leveling done with the most improved instruments, all sections being leveled twice, in opposite 

directions, under varying conditions. Closures are not allowed to 

exceed the amount in feet represented by the formula

0.017-ylength of section in miles.

All corrections for rod error, temperature, and unbalanced sights are 

applied, as well as the orthometric corrections for convergence toward 

the poles of level surfaces of different elevations.

Second-order leveling, according to regulations of the United 

States Geological Survey, comprises lines leveled twice with reliable 

instruments, though not necessarily of the most improved type. 

Closures are not allowed to exceed 0.035 -\]ength of section in miles.

Third-order leveling is made up of lines that are run, either with 

first-order equipment or with an engineer's wye level and rods of the 

New York type, in single-line circuits that are required to close within 

the limits, in feet, of 0.05 -ylength of circuit in miles. This is equivalent to 0.071 yiength of section if the line is leveled twice.

A|l leveling done by the United States Geological Survey in Kansas 

is of third-order accuracy except as otherwise stated.

' For the results of spirit leveling in Kansas previously published see Triangulation and spirit leveling 

Kansas: U. S. Qeol. Survey 20th Ann. Rept., pt. 1, pp. 408-411, 1899; Results of spirit leveling, fiscal year 

1900-1901 Missouri-Kansas: U. S. Geol. Survey Bull. 185, pp. 111-113, 1901; Results of spirit leveling in 

Kansas and Nebraska, 1896 to 1909, inclusive: U. S. Geol. Survey Bull. 473, pp. 8-22,1911; Results of spirit 

leveling in Kansas from 1896 to 1913, inclusive: U. S. Geol. Survey Bull. 571, 47 pp., 1914.

8 See Avers, H. G., Manual of first-order leveling: U. 8. Coast and Geodetic Survey Special Pub. 140,1929.

1
2 SPIRIT LEVELING IN KANSAS, 1896 TO 1935

Adjustments. The adjustment of a net of leveling begins with the 

first-order lines. Most of these lines in both the United States and 

Canada have already been combined in a general net, and the orthometric differences derived from the observed values by correction for 

the convergence of level planes toward the north have been adjusted 

to remove accidental closure errors by the mathematical method 

known as least squares. The latest adjustment of this kind was made 

in 1929 by the United States Coast and Geodetic Survey and is known 

as the "1929 general adjustment of first-order leveling." This adjustment included the first-order lines in Kansas, and the elevations thus 

derived are the fundamental references for elevations determined by 

second- and third-order nets. The third-order leveling of the United 

States Geological Survey in Kansas has been adjusted by determinaIng weighted mean elevations for new junction points and prorating 

the errors of each link. The weights are taken as the reciprocals of 

lengths of links. The third-order net has thus been brought into 

agreement with the best information available for the results of the 

fundamental first-order leveling, although the published figures of 

elevation may be changed slightly by future adjustments of the level 

net.

Benchmarks. The benchmarks used by the United States Geological 

Survey (pi. 1) are of two general classes principal and supplementary. 

Principal benchmarks are placed at more or less regular intervals 

along a level line and are established with the aim of making them as 

nearly permanent as practicable. They are usually bronze or aluminum tablets, iron posts, or copper bolts. Supplementary or auxiliary benchmarks are less formal in design and are placed between the 

principal benchmarks. Some of the supplementary benchmarks in 

common use are copper nails fitted with washers, spikes, and marks cut 

with a chisel on rock or masonry.

The tablets are circular in shape, measure 3% 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 earlier years of the Survey's leveling the tablets set 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 set and those now being placed 

are made of bronze, and bronze is the material now specified for standard tablets. Each tablet is cast with a 3-inch shank extending from 

the center of its reverse side, by means of which it is cemented in

place, and each bears an inscription on its face, The inscriptions on

the tablets already placed differ in many details, because of changes m

design at various times. The face of every tablet, however, is cast

with the words "U. S. Geological Survey", a cross at the center, which 

indicates the fiducial point for position or elevation, and the words
GEOLOGICAL SURVEY BULLETIN' 889 PLATE 1

GEOLOGICAL SURVEY BENCHMARKS.

A and #, Standard tablets, principal benchmarks, used where masonry or rock is available to hold 

them. A is used in cooperating Stales; the State name is inserted at a. C, Under side of A and B, 

showing shank used to hold tablet in place. D and E, Two views of copper nail and copper washer, 

a supplementary benchmark, used for points lying between those marked by standard tablets. F, 

Standard iron post fitted with bronze cap similar in design to the standard tablet, formerly used 

where no rock or masonry was available; superseded by concrete post with tablet set in top.
INTRODUCTION 3

"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 

benchmarks but also as triangulation- or traverse-station marks. The 

inscription on most of the tablets 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.", "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 benchmarks may have been set as such, or they may hav& 

been set to mark traverse stations. Thus some of them serve a dual 

purpose, but each has stamped upon it the date and the identifying 

designation of only the engineer who established it.

The figures of elevation that appear on a tablet are usually those 

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. It is assumed that engineers and others who require 

accurate figures of elevation for the marks will use those printed in 

a bulletin such as this one, instead of accepting the stamped figures. 

If the appropriate bulletin is not conveniently accessible, a request 

for the desired information may be addressed to the Director of the 

United States Geological Survey, 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 masonry 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 are generally set so as to project about 6 inches 

above ground and are made sufficiently long to reach below the 

frost line.
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 tops of which are riveted bronze caps of 

similar design to the tablets. These iron posts measure 4 feet in length 

and 3% inches in outer diameter and are set about 3 feet in the 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 and are subject to rust at the ground level, which 

eventually destroys them.

The third form of principal benchmark, set only in the early leveling, is a copper bolt, designed to be wedged into a drill hole in rock 

or masonry and perhaps further secured with lead or cement. This 

bolt measures 4 inches in length and 1 inch in diameter and has a 

slot at one end into which fits a brass wedge. The wedge serves to 

expand the bottom end of the bolt, so that after the bolt has been 

driven to almost its full length into the hole, it cannot be easily 

removed. The exposed end of the bolt bears an appropriate inscription, stamped upon it with steel dies. This inscription is made up of 

the letters "U S G S", the letters indicating the datum used, the 

abbreviation "Ft.", and the figures of elevation.

Supplementary benchmarks are of many kinds. One kind consists 

of a copper nail 1% inches long supplied with a copper washer seveneighths of an inch in diameter, through which the nail is driven into 

the root of a tree or some timber structure or cemented into rock 

after bending the point. The designation "U S G S B M" is 

stamped on each washer, and on some washers the abbreviation of 

the name of the cooperating State1 is added. Another kind of supplementary benchmark is a chiseled square, used on the horizontal 

surface of rocks or masonry structures, or a chiseled cross, used on a 

vertical surface. Nails, track spikes, and small capped iron pipes 

also serve as supplementary benchmarks, and occasionally easily 

described and recognized points, such as doorsills and tops of hydrants, 

are so used.

Preservation and restoration of benchmarks. Any person who finds 

that a principal benchmark has been damaged, disturbed, or destroyed 

or that it should be reset or redescribed OH aCCOUnt Of highway or 

Other improvements will render a public service by communicating

tka facts to the Director, United States Geological Survey, Washington, B.C., before taking any action *.&*<*&*£ the location or elevation 

of the zrxark. A proper form, accompanied by a return-addressea,

franked eflVe]OP6j Will foe Sent for use in zeportirxg the action taken

and in recording the revised description of ine mAlt, if 8DJj ftJlfl t;he 

notes made in obtaining the revised elevation.
INTRODUCTION 5

Datum. All elevations determined by the United States Geological 

Survey and those determined by the United States Coast and Geodetic Survey for inland mapping are referred to mean sea level, which 

is the level that the sea would assume if the influence of winds, tides, 

and currents were eliminated. This level is not the elevation determined from the mean of the highest and lowest tides, nor is it the 

half sum of the mean of all the high tides and the mean of all the low 

tides, which is called the half-tide level. Mean sea level is the average 

height of the water, all stages of the tide being considered. It is determined from observations made by means of tidal gages placed at 

stations where local conditions, such as those due to long, narrow 

bays, rivers, and like features, will not affect the height of the water. 

To obtain even approximately correct results these observations must 

extend over at least one lunar month, and if accuracy is desired they 

must extend over several years. At ocean stations the half-tide 

level and the mean sea level usuaUy differ but little. It is assumed 

that there is no difference between the mean sea levels determined 

from observations made in the Atlantic Ocean, the Gulf of Mexico, 

and the Pacific Ocean.3

Index maps. For convenience in representing the lines of leveling 

of the United States Geological Survey in Kansas, the State has been 

divided into three sections eastern, central, and western. The 

accompanying index maps of the eastern and western sections (figs. 

1 and 2) show the relative position of the quadrangle areas which 

make up these sections and which are of two sizes, designated 15- 

minute and 30-minute quadrangles. No map for the central section 

is included, because no leveling has been done by the United States 

Geological Survey in that section. A quadrangle is the unit of 

topographic survey adopted by the United States Geological Survey 

for dividing the area of the United States. Each of the 15-minute 

quadrangles measures 15 minutes in latitude by 15 minutes in longitude. Each of the 30-minute quadrangles measures 30 minutes in 

latitude by 30 minutes in longitude and is equal in area to four 15- 

minute quadrangles. Maps of many of the quadrangles in Kansas 

may be purchased at 10 cents each retail or 6 cents each in lots of 50 

or more. Prepayment is required and may be made by money order, 

payable to the Director of the United States Geological Survey, or 

in cash the exact amount, at sender's risk. Postage stamps should 

not be sent. These maps are of nearly uniform size regardless of the 

size of the areas they represent, because they are drawn on different 

scales. For the Armourdale and Bonner Springs (15-minute) quadrangles there are no corresponding maps, but maps of subdivisions of

1 See Jones, E. L.( Hypsometry Use of mean sea level as the datum for elevations: U. 8. Coast and 

Geodetic Survey Special Pub. 41, 1917; Manual of tide observations: U. S. Coast and Geodetic Survey 

Special Pub. 196, 1935. -
6 SPIRIT LEVELING IN KANSAS, 1896 TO 1935

(6 0 \o

FIGURE 1. Index map of eastern Kansas showing the quadrangles into which that section of the State has 

been divided. United States Geological Survey lines of leveling; - United States Coast and 

Geodetic Survey lines of leveling.
INTRODUCTION

10 O __10

FIGURE 2. Index map of western Kansas showing the quadrangles into which that section of the State has 

been divided. United States Geological Survey lines of leveling; --- United States Coast and 

Geodetic Survey lines of leveling.
8 SPIRIT LEVELING IN KANSAS, 1896 TO 1935

these quadrangles are availaible. The Armourdale quadrangle is 

fully represented by maps of the four 7/2-minute quadrangles into 

which it has been divided, and the east half of the Bonner Springs 

quadrangle is represented by maps of the two 7/2-minute quadrangles 

which make up that half. The names of these 7/2-minute quadrangles 

do not appear on the index map of eastern Kansas (fig. 1), but they are 

given in the footnotes that accompany the lists of benchmark descriptions for the Armourdale and Bonner Springs quadrangles. (See pp.9 

and 13.) The Mound City, Olathe, and Oskaloosa 30-minute quadrangles have been subdivided into 15-minute quadrangles numbered 

1, 2, 3, and 4, as indicated on the map, except that Oskaloosa no. 1 

has been renamed the Oak Mills quadrangle.

The heavy black lines on the index map indicate the routes followed 

by the third-order leveling of the United States Geological Survey 

in Kansas. The light dashed lines indicate the routes followed by 

the first-and second-order leveling of the United States Coast and 

Geodetic Survey.

Personnel. The leveling of the United States Geological Survey in 

Kansas was done under the supervision of the chief geographers or 

chief topographic engineers who were in administrative charge of the 

topographic branch during the years when the lines were run. The 

name of the levelman who ran a particular line and the date when it 

was run immediately follow the designation of the route of that line 

and form part of the heading which precedes the descriptions of benchmarks. The adjustment of the third-order level net, the revision, 

correlation, and compilation of the descriptions and elevations of 

benchmarks, and the assembling of lists were done mainly by E. W. 

Tibbott, computer, under the supervision of R. M. Wilson, chief of 

the section of computing, under the general direction of J. G. Staack, 

chief topographic engineer.
ARMOURDALE QUADRANGLE 9 

THIRD-ORDER LEVELING

ARMOURDAJLE QUADRANGLE*

[Latitude 39°-39°15'; longitude 94°30'-94°45'] 

JOHNSON AND WYANDOTTE COUNTIES

From Kansas City near Wyandotte-Johnson county line south and southwest 

along roads near Kansas-Missouri State line into Olathe No. 1 quadrangle 

(by I. 7. Johnson in 1933)

Kansas City, 90 ft. N. and 30 ft. E. from intersection of 47th Street 

and Booth Avenue, at St. Agnes School, on SW. corner of second Feet 

concrete step; chiseled square.____-_-.____--_-_-__-.-_.___.-__ 965. 83

T. 12 S., R. 25 E., near center of SE^ sec. 3, 148 ft. N. and 22 ft. E. 

from junction of U. S. Highway 50 and T-rd. N., in line with T-rd. 

S., 2 ft. E. of corner fence post, in concrete post; standard tablet 

stamped "16 J 1933 934"__________________________-__._______ 933. 815

Reference mark, 30 ft. E. and 21 ft. N. from junction of U. S. Highway 

50 and T-rd. N., on concrete curb; chiseled square.._____________ 936. 09

T. 12 S., R. 25 E., 02 mi. E. of approximate center of sec. 10, 30 ft. N. 

and 30 ft. W. from junction of rd. fork N., in root on NE. side of 

24-in. walnut tree; copper nail and washer._____________________ 864. 08

T. 12 S., R. 25 E., at cor. sees. 9, 10, 15, and 16, 30 ft. W. and 10 ft. N. 

from crossroads, on N. head wall of concrete culvert; chiseled 

square___________________________________________________ 947. 73

Superior (Prairie?) School, about 100 ft. SE. of SE. corner of, at 

quarter cor. between sees. 15 and 16, T. 12 S., R. 25 E., 50 ft. W. 

and 20 ft. N. from junction of Shawnee Mission Road and T-rd. 

W. (67th Street), on top of fire hydrant; top of E. nut..____..... 918. 17

From Olathe No. 1 quadrangle north along Callahan Road to its junction with 

67th Street, thence west and south along roads near south border of Armourdale quadrangle into Olathe No. 2 quadrangle (by I. V. Johnson in 1933)

Antioch Church, about 1 mi. N. of, at quarter cor. between sees. 13 

and 18, T. 12 S., Rs. 24 and 25 E., 70 ft. S. and 30 ft. W. from 

junction of T-rd. W. (67th Street), in root on NE. side of 24-in. elm 

tree; copper nail and washer.,________________________________ 1, 027. 03

T. 12 S., R. 24 E., 0.2 mi. W. of center of sec. 13, 170 ft, W. and 35 ft. 

S. from junction of 67th Street and T-rd. S., in root on N. side of 

24-in. elm tree; copper nail and washer-__-__--__-_-_____---__-_ 946. 35

Shawnee, 1.0 mi. S. of, in center of sec. 14, T. 12 S., R. 24 E., 23 ft. N. 

and 76 ft. E. from intersection of 67th Street and U. S. Highway 50, 

1 ft. S. of fence line, in concrete post; standard tablet stamped 

"T T 1 O 1933 1029"______________________________________. 1, 029. 200

T. 12 S., R. 24 E., at cor. sees. 14, 15, 22, and 23, 22 ft. N. and 18 ft. E. 

from junction of Sheets Road and T-rd. W., in root on W. side of 

18-in. tree; copper nail and washer_-___-_.______-___-__________ 1, 046. 09

T. 12 S., R. 24 E., at cor. sees. 15, 16, 21, and 22, 30 ft. S. and 30 ft. W. 

from center of crossroads, in root on N. side of 30-in. oak tree; copper 

nail and washer.___--___-_-_-_---_-_--___--__-___-___--_____ 957. 67

< This 15-minute quadrangle, part of which lies in Missouri, is made up of the Kansas City, North 

Kansas City, Quindaro, and Shawnee 7^-minute quadrangles.
10 SPIRIT LEVELING IN KANSAS, 1896 TO 1935

From Bonner Springs quadrangle' near Morris northeast and east along road 

and streets of Kansas City to 5th Street bridge over Kansas River (by I. V. 

Johnson in 1933)

Morris, about 0.8 mi. E. of, 350 ft. E. of large rock crusher, 60 ft. N. 

of center line of rd., under R. R. spur, on W. head wall of concrete Feet 

culvert; chiseled square----_--_-_----------_----__-___-_____-_- 774. 37

T. 11 S., R. 24 E., at approximate cor. sees. 22, 23, 26, and 27, 80 ft. S. 

and 20 ft. E. from center of crossroads, at NE. corner of concrete 

highway bridge, on abutment; chiseled square ___________________ 847. 62

Turner, 1.0 mi. S. of, at approximate cor. sees. 23, 24, 25, and 26, 

T. 11 S., R. 24 E., 28 ft. N. and 129 ft. W. from intersection of 

paved roads, in concrete post; standard tablet stamped "T T 5 O 

' 1933 919"__._______ --------------------------------------- 919.189

Reference mark, 60 ft. W. and 13 ft. N. from center of crossroads, on

W. end of concrete curb; chiseled square_-_-____________________ 916. 19

T. 11 S., R. 24 E., at quarter cor. between sees. 24 and 25, 10 ft. W. 

and 17 ft. N. from junction of Metropolitan Avenue and T-rd. S., 

on W. concrete head wall of culvert; chiseled square____-________ 899. 99

Kansas City, 20 ft, W. and 15 ft. S. from intersection of Metropolitan 

Avenue and Carlisle rd., at quarter cor. between sees. 19 and 30, 

T. 11 S., R. 25 E., on concrete head wall of culvert; chiseled square..- 829. 22

Kansas City, at junction of 34th Street and Metropolitan Avenue, on

fire hydrant; nut (city B. M.)_________________________________ 807. 25

Kansas City, at junction of 36th Street and Metropolitan Avenue, at 

S. entrance to Stanley School, in second stone step at point near its 

W. end; standard tablet stamped "T T 6 O 1933 812" __________ 812. 128

Kansas City, 14 ft. N. and 18 ft. E. from intersection of Metropolitan

Avenue and South 18th Street, on concrete curb; chiseled square,_ 785. 25

Kansas City, on W. side of 14th Street near its intersection with 

Metropolitan Avenue, 43.1 ft. S. of NE. corner of E. retaining wall 

around grounds of Franklin School, on top of concrete street curb; 

standard tablet stamped "T T 7 O 1933 789"__-__-____-_______ 789.267

Reference mark, 1,200 ft. E. of tablet, at center of S. end of 12th 

Street bridge over Kansas River, on top of concrete block; chiseled 

square______________________________________________________ 788. 84

Kansas City, at NE. corner of 5th Street bridge over Kansas River, 

on concrete abutment; chiseled square--..---------------------- 784. 16

In Kansas city from 39th Street and Kansas-Missouri State line west and

nOlthWeSt along Streets and across Kansas River to corner of Third Street a.na

Minnesota Avenue (by I. V. Johnson in 1933)

Kansas City, on Kans.-Mo. State line, 28 ft. W. and 12 ft. N. from 

intersection of West 39th Street and State line rd., on concrete 

curb; chiseled square..--------------------------------------- 961. 10

Kansas City, at Seminary Street entrance to Columbian School, in 

NE}4 sec. 27, T. 11 S., R. 25 E., 325 ft. N. and 35 ft. E. from intersection of Rainbow Boulevard and Seminary Street, in coping on 

N. side of front steps to school; standard tablet stamped "T T 9 BO

1933 811".... - ;- 81°- 885

Reference mark, 4.2 ft. below tablet, on concrete step; ClliSGlGd

square___________________________.-_--_-__-_--_------------ 806. 67

Kansas City, at W. end of 5th Street bridge over Kansas River, on

S. abutment; outer edge of W. wing wall (city B. M.)---------- 784. 26
ARMOURDALE QUADRANGLE 11

Kansas City, 88 ft. E. and 28.5 ft. S. from intersection of 6th Street 

and Shawnee Avenue, in NW^ sec. 22, T. 11 S., R. 25 E., 17.6 ft. N. 

and 12.2 ft. W. from NW. corner of John J. Ingalls School, 24 ft. S. 

of flagpole, in concrete post; standard tablet stamped "T T 10 BO feet 

1933 744"..._.._.........._.._........_._... ______-....__ 743. 724

Reference mark, 15 ft. N. of tablet, on concrete curb; chiseled square.. 743. 44 

Kansas City, 85 ft. S. and 22 ft. W. from intersection of 7th Street and 

Montana Avenue, at NW. corner of 7th Street viaduct, on concrete 

base of rail support; chiseled square...-._______________________ 785. 81.

Kansas City, 22 ft. S. and 22 ft. W. from intersection of 5th Street and

Central Avenue, on concrete curb; chiseled square. _-___-________ 761. 02

Missouri River Commission copper bolt designated "P. B. M. 235"._ 740. 743 

Missouri River Commission chiseled square designated "T. B. M. 484". 739. 001 

Missouri River Commission mark designated "T. B. M. 485" (edge 

of doorsill)---------------------.-------------------------- 776. 75-

Missouri River Commission mark designated "T. B. M. 486" (top of 

nut on hydrant)--_____-------.._____-__--_-_-_-_--._-_------- 777. 62:

From Bonner Springs quadrangle near Mill Creek east along IT. S. Highway 40 

and streets of Kansas City to Stowe School (by L. V. Johnson in 1933)

T. 11 S., R. 24 E., in NW. cor. sec. 3, 430 ft. E. of junction of U. S. 

Highway 40 and T-rd. S., 18 ft. N. and 12 ft. W. from junction of 

private T-rd. N. to residence of P. H. Ludwic, on W. concrete head 

wall of culvert; chiseled square._______________________________ 918. 90

T. 10 S., R. 24 E., at S. cor. sees. 33 and 34, 18 ft. N. and 18 ft. E. from 

junction of highway and T-rd. N., on E. concrete head wall of culvert; 

chiseled square._____________________________________________ 914. 30

T. 11 S., R. 24 E., 0.2 mi. W. of NE. cor. sec. 3, 17 ft. S. and 8 ft. E. 

from junction of highway and T-rd. S., on concrete head wall of 

 culvert; chiseled square...____________________________________ 943. 67

T. 10 S., R. 24 E., near S. cor. sees. 34 and 35, about 400 ft. W. of 

junction of highway and T-rd. N., in NE. corner of concrete highway 

bridge over Brenner Heights Creek, on concrete wing wall; chiseled 

square._________________. ____.--____-_-_____._______--______ 850. 41

Welborn, 1.0 mi. S. of, at approximate S. cor. sees. 35 and 36, T. 10 S., 

R. 24 E., 31 ft. N. and 35 ft. E. from junction of highway and Welborn rd., 1.0 ft. N. and 14 ft. E. from corner fence post on private 

estate of U. S. Guyer, in concrete post; standard tablet stamped 

"T T 10 O 1933 923"_----------__-__-------__----___--.-_-- 923. 309

Reference mark, on concrete head wall of culvert; chiseled square..__ 920. 47

T. 11 S., R. 25 E., in NW. cor. sec. 6, 70 ft. E. and 22 ft. S. from 

junction of highway and T-rd. S., on concrete head wall of culvert; 

chiseled square.__-__-_--__--___-_____-_-____________--______ 889. 68

T. 10 S., R. 25 E., about 0.2 mi. E. of SW. cor. sec. 31, 40 ft. S. and 

30 ft. W. from intersection of Parallel Avenue (State Highway 73) 

and 34th Street (State Highway 5), on concrete sewer top; chiseled 

square.____________________________________________________ 997. 24

Kansas City, at junction of 33d Street and Parallel Avenue, on top 

of fire hydrant; W. nut (city B. M.)__ ______________________ 931. 36

Kansas City, 35 ft. E. and 15 ft. S. from E. junction of Parallel Avenue

and North 27th Street, on concrete curb; chiseled square. ________ 906. 60>

Kansas City, near junction of 18th Street and Parallel Avenue, 159 ft. 

W. cf 18th Street, 53.5 ft. N. of Parallel Avenue, in public park, 

12 ft. W. of center of granite drinking fountain, in concrete post; 

standard tablet stamped "T T 11 0 1933 820"..._....._.._..__ 820. 366'-
12 SPIRIT LEVELING IN KANSAS, 1896 TO 1935

Reference mark, 12 ft. NE. of tablet, at NE. corner of above-men- feet 

tioned drinking fountain; chiseled square.-_---_-_-__.___.______ 820. 86

Kansas City, 70 ft. E. and 45 ft. S. from junction of Richmond and

Garfield Avenues, on concrete curb; chiseled square._._--_____-__ 798. 92

Kansas City, near Stowe School, 31 ft. S. and 45 ft. E. from intersection 

of 2d Street and Richmond Avenue, 30.5 ft. N. and 7 ft. W. from NW. 

corner of school building, in concrete post; standard tablet stamped 

"T T 11 BO 1933 795"--_-_---_-------_._.___________ 794. 828

Reference mark, 18 ft. N. of tablet, on concrete curb; chiseled square.. 794. 37

From point on U. S. Highway 40 about 0.4 mile east of Victory Hills Golf Club 

north along road to Missouri Pacific Railroad, thence southeast, west, and 

south along roads and streets to intersection of 34th Street (State Highway 5) 

and Parallel Avenue (State Highway 73) in Kansas City (by I. V. Johnson in 

1933)

Vance (Grandview?) Church, at cor. sees. 27, 28, 33, and 34, T. 10 S., 

R. 24 E., about 0.2 mi. S. of Kansas City, Leavenworth & Western 

Electric Ry., 100 ft. E. and 25 ft. N. from center of crossroads, at 

entrance to church, on first concrete step; chiseled square. .__-. 1, 026. 93

Vance School, 0.3 mi. N. of, at cor. sees. 21, 22, 27, and 28, T. 10 S., 

R. 24 E., 10 ft. S. and 18 ft. E. from center of crossroads, on E. end 

of tile culvert; top of culvert-___-_-_-_-___-_-_-_-__--_-___--__ 983. 87

Tanks triangulation sta. of Missouri River Commission; cap of iron 

pipe.-----------------------------.-.---------------------- 1, 017. 01

Nearman sta., 1.7 mi. W. of, 1.8 mi. E. of Pomeroy, on Mo. Pac. R. R., 

near center of sec. 22, T. 10 S., R. 24 E., at SE. corner of concrete 

base of electric control box; chiseled square..-_--_-_-_____-_-_-. 761. 55

Nearman sta., 1.1 mi. W. of, on N. side of tracks, at W. end of sidetrack, 

on SE. corner of concrete base of electric control box; chiseled square. 757. 18

Nearman sta., 0.5 mi. W. of, 125 ft. W. of crossing of private rd. and 

R. R., at SW. corner of concrete base of electric control box; chiseled 

square.--_---_------------__------__--------------______. 755. 79

Nearman sta., near quarter cor. between sees. 23 and 24, T. 10 S., 

R. 24 E., 125 ft. E. of rd. crossing, 20 ft. SE. of tool shed, on N. side 

of tracks, on SE. corner of electric control box/on concrete base; 

chiseled square..____________________________________________ 762. 28

Nearman sta., 0.5 mi. E. of, at approximate center of sec. 24, T. 10 S., 

R. 24 E., 23 ft. W. and 38 ft. S. from main R. R. track at rd. crossing, 

at NE. corner of small concrete highway bridge, in concrete wall; 

standard tablet stamped "T T 25 J 1933 761"................ 760. 829

Nearman sta., 0.9 mi. E. of, at E. end of sidetrack and on N. side of 

main track, on SE. corner of concrete base of electric control box; 

chiseled square.-___________-_______-_____----------_-------- 762. 04

Nearman sta., 1.5 mi. E. of, in SW% sec. 19, T. 10 S., R. 25 E., 20 

ft. E. of "bell" rd. crossing, on N. side of tracks, at SW. corner of 

concrete base of electric control box; chiseled square_--__--_-__-_ 766. 17

T. 10 S., R. 25 E., at approximate center sec. 30, 60 ft. E. and 10 ft. 

S. from junction of rd. marking western limits of Kansas City and 

rd. NW., in root on N. side of 24-in. walnut tree; copper nail and 

washer__...____________________.__________ 883. 97

Kansas City, 25 ft. N. and 25 ft. E. from intersection of Brown Avenue

(Leavenworth rd,) and NrS. otreet marking city limits, on WBcrete curb; chiseled square._____._____-__-___-------_--------- 925. 65

Kansas City, 25 ft. N. and 15 ft. W. from intersection of 34th Street 

(State Highway 5) and Leavenworth rd., on concrete curb; chiseled square._-__-_--_---_----------------------------------- 906. 12
BONNER SPRINGS QUADRANGLE 13

From Kansas City at crossing of Quindaro Avenue and city boundary line 

north along Fairfax Road to Missouri River (by I. V. Johnson in 1933)

Kansas City, at northeastern city limits, 25 ft. N. and 25 ft. W. from

intersection of Quindaro Avenue and Missouri Pacific R. R., at SE. feet 

corner of concrete base of electric signal post; chiseled square-____ 753. 81

Kansas City, about 1.9 mi. along Fairfax Road N. of city limits, in 

center of sec. 27, T. 10 S., R. 25 E., near Fairfax Landing Field, 

485 ft. E. of iron pin at junction of Clark and Reimer rds. (marking center of sec. 27), 31.9 ft. W. and 37.7 ft. N. from intersection 

of Fairfax and Reimer rds., in concrete post; standard tablet 

stamped "T T 17 BO 1933"-.__.-...............I............ 744. 811

Reference mark, 70 ft. S. of tablet, on top of fire hydrant; S. nut____ 746. 76

In Kansas City (by R. F. Gallup in 1933)

Kansas City, at Kansas end of intercity viaduct, at end of approach 

slab of lower deck, near rail post, on curb; chiseled square..______ 758. 98

BONNER SPRINGS QUADRANGUE»

[Latitude 39°-39°15'; longitude 94°-45'-95°J 

JOHNSON, IEAVENWORTH, AND WYANDOTTE COUNTIES

From Olathe No. 2 quadrangle along roads generally north by way of Quivera 

lake and across Kansas River to point on IT. S. Highway 40 near crossing 

of Mill Creek, thence east along highway into Armourdale quadrangle (by 

I. V. Johnson in 1933)

Greenwood School, 50 ft. W. and 20 ft. N. from NW. corner of, at 

cor. sees. 8, 9, 16, and 17, T. 12 S., R. 24 E., 100 ft. E. and 100 ft. 

S. from rd. forks, in root on SW. side of 30-in. oak tree; copper nail 

and washer__-__----_-___.________._._________--_-.-__._ 1, 031. 16

Quivera Lake dam, 1.5 mi. S. of, 1.5 mi. NW. of Greenwood School, 

at quarter cor. between sees. 7 and 8, T. 12 S., R. 24 E., 100 ft. N. 

and 23 ft. E. from junction of T-rd. W., in concrete post; standard 

tablet stamped "T T 3 O 1933 994"____._____________________ 994. 250

Quivera Lake dam, 0.8 mi. S. of, about 0.7 mi. S. of Johnson-Wyandotte county line, 0.2 mi. N. of cor. sees. 5, 6, 7, and 8, T. 12 S., 

R. 24 E., 30 ft. E. of junction of T-rd. W., in root on SW. side of 

18-in. oak tree; copper nail and washer.__.____________----_____ 985. 33

Quivera Lake dam, 0.3 mi. N. of, 1.8 mi. SW. of Morris, 0.3 mi. N. 

of Wyandotte-Johnson county line, 0.2 mi. S. of Kansas River, 

about 500 ft. N. of cor. sees. 5, 6, 31, and 32, Tps. 11 and 12 S., R. 

24 E., at NW. corner of concrete highway bridge over drain, on 

concrete head wall; chiseled square___---__-._-________________ 767. 94

Morris, about 0.8 mi. SW. of, 0.3 mi. S. of cor. sees. 28, 29, 32, and 

33, T. 11 S., R. 24 E., 450 ft. E. of crossroads, at SE. corner of concrete culvert; chiseled square-__---_____--__-_----__---_-__---_ 775. 45

Morris, about 0.4 mi. S. of, 22 ft. W. and 7 ft. N. from center of 

crossroads, on N. concrete head wall of culvert; chiseled square.__ 768. 45

Morris, 0.2 mi. N. of, at approximate center of sec. 28, T. 11 S., R. 

24 E., 94 ft. S. and 20 ft. W. from junction of T-rd. S., 2 ft. W. 

of fence line, in concrete post; standard tablet stamped "T T 4 0 

1933 763' > __---_-__--_____--_---_-_-_____-_-__--__-_--.__-_ 763.436

* This 15-minute quadrangle, part of which lies in Missouri, includes the Edwardsville and Wolcott 7J4 

minute quadrangles.
14 SPIRIT LEVELING IN KANSAS, 1896 TO 1935

Reference mark, 350 ft. S. of tablet, at fire hydrant; center of top of Feet 

plug____-______--___----_-_____..____-___-_-__ __________ 767. 16

T. 11 S., R, 24 E., near cor. sees. 20, 21, 28, and 29, 10 ft. N. and 20 

ft. W. from junction of State Highway 32 and rd. NW. (Grinter 

Road), 50 ft. SW. of waiting room of Kansas City, Kaw Valley & 

Western Ry. (electric), on W. head wall of concrete culvert; chiseled square.________________________________________________ 781. 44

Grinter Chapel, 0.1 mi. E. of, 1.0 mi. S. of village of Stony Point, on 

Grinter Road 0.5 mi. N. of its junction with State Highway 32, at 

quarter cor. between sees. 20 and 21, T. 11 S., R. 24 E., 15 ft. S. 

and 15 ft. W. from center of crossroads, on W. end of corrugatediron culvert; chiseled square._________________________________ 833. 14

Stony Point village, near quarter cor. between sees. 16 and 17, T. 11 

S., R. 24 E., 47 ft. S. and 21 ft. E. from SE. corner of schoolhouse, 

30 ft. W. of center line of N.-S. rd., in schoolyard, 3 ft. W. of retaining wall, in concrete post; standard tablet stamped "T T 8 0 

1933 901"__.____'_____._.__________._______...._..______.._ 900. 490

Reference mark, 3 ft. E. of tablet, on concrete retaining wall; chiseled

square.___________--___--__.-__._---___-_________-_-_-_____ 901. 05

Stony Point village, 0.5 mi. N. of, on. Grinter Road, at cor. sees. 8, 

9, 16, and 17, T. 11 S., R. 24 E., 20 ft. W. and 15 ft. N. from center of crossroads, on N. end of 24-in. concrete culvert; chiseled 

square.______________._-___---__--_______-_-_.___________._ 864. 54

Stony Point village, 1.5 mi. N. of, at cor. sees. 4, 5, 8, and 9, T. 11 

S., R. 24 E., 40 ft. S. and 20 ft. W. from junction of Reidy Road 

and T-rd. S., in root on E. side of 18-in. elm tree; copper nail and 

washer.__________---__--_-___-___________-___-___-.________ 935. 89

Stony Point village, 1.5 mi. N., thence 0.5 mi. W. from, 1.6 mi. E. 

of Wyandotte County Home, at quarter cor. between sees. 5 and 8, 

T. 11 S., R. 24 E., 42 ft. N. and 15 ft. E. from junction of Reidy 

Road and T-rd. N., on N. corner of E. head wall of concrete culvert; chiseled square______.____-___________-_________"______._ 961. 13

Victory Hills Golf Club, about 1.5 mi. along U. S. Highway 40 W. of, 

at NW. cor. NEM sec. 5, T. 11 S., R. 24 E., 0.4 mi. W. of crossing of 

Mill Creek, 35 ft. E. and 15 ft. S. from junction of highway and 

T-rd. S., on concrete head wall of culvert; chiseled square.__--_-_ 986. 32

Victory Hills Golf'Club, 0.8 mi. along U. S. Highway 40 W. of, about 

900 ft. E. of N. cor. sees. 4 and 5, T. 11 S., R. 24 E., about 0.2 mi.

E. of crossing of Mill Creek, 35 ft. N. and 24 ft; E. from junction

of highway and T-rd. N., 3 ft. N. and 15 ft. E. from corner fence

post, In concrete post; standard tablet stamped "X TOO 91O"__ O1O. 417

Reference mark, at junction of T-rd. N., on concrete head wall of 

culvert; chiseled square...._.__..__.._ ----- . 911. 94

From Olathe No. 2 quadrangle northwest along old State Highway 10 to Zarah, 

thence southwest, northwest, and north along roads to point on U. S. Highway 

40 about 3 miles west of Maywood, thence east along highway to road forks

2.5 miles west of Victory Hills Golf Club (by L. V. Johnson in 1933)

[Line jogs into Olathe No. 2 quadrangle] 

Zarah, 1.6 mi. SE. of, near cor. sees. 13, 18, 19, and 24, T. 12 S., Rs.

23 and 24 E., 15 ft. N. and 50 ft. E. from center of crossroads, on

W. end of concrete head wall of culvert; chiseled square__________ 827. 31
BONNER SPRINGS QUADRANGLE 15

Zarah, about 1 mi. SE. of, near approximate center of sec. 13, T. 12 S., 

R. 23 E., 15 ft. E. and 25 ft. S. from junction of highway and rd. 

fork NE., on W. end of concrete head wall of culvert; chiseled Feei 

square.-__--:------------------_------_-_--------_--------- 799. 89

Zarah, about 500 ft. W. of post office, 50 ft. W. of rd. forks, on concrete head wall of culvert; chiseled square._____--____---_-.__._ 840. 87 

Zarah, 0.5 mi. S. of, about 350 ft. W.'and 150 ft. N. from quarter cor. 

between sees. 14 and 23, T. 12 S., R. 23 E., at junction of T-rd. N., 

25 ft. W. of center line of route rd., in concrete post; standard 

tablet stamped "T T 12 0 1933 824"_.._...._.____..__.__._.. 823. 941

Reference mark, 140 ft. N. of tablet, 15 ft. W. of center line of rd., on

S. end of W. head wall of concrete culvert; chiseled square______ 816. 98

T. 12 S., R. 23 E., near quarter cor. between sees. 8 and 17, 25 ft. S. 

and 20 ft. W. from rd. forks, on W. concrete head wall of culvert; 

chiseled square,_____________________________________________ 887. 25

T. 12 S., R. 23 E., at approximate cor. sees. 7, 8, 17, and 18, 320 ft. N. 

of rd. corner, 20 ft. E. of bank of Kansas River, 12 ft. W. of center 

line of rd., in root on NE. side of giant maple tree; copper nail and 

washer.__-------_---------__-------__-___-_---___-_-______. 783. 71

T. 12 S., R. 23 E., about 0.2 mi. E. of cor. sees. 5, 6, 7, and 8, 55 ft. S. 

and 13 ft. E. from junction of T-rd. E., 13 ft. S. of fence corner, 

inside fence, in concrete post; standard tablet stamped "21 J 1933 

781"------------------------------------------------------. 780.828

Reference mark, 105 ft. N. and 7 ft. E. from tablet, 50 ft. N. and 20 

ft. E. from junction of T-rd. E., in root on NE. side of 24-in. elm 

tree; copper nail and washer._________________________________ 782. 69

Tps. 11 and 12 S., R. 23 E., near quarter cor. between sees. 32 and 5, 

120 ft. W. and 20 ft. S. of junction of T-rd. S., in root on NW. side 

of 20-in. elm tree; copper nail and washer___._-___.__--__._.__ 770. 05

Bonner Springs village, across Kansas River from, near center sec. 32, 

T. 11 S., R. 23 E., about 400 ft. E. of rd. corner, 75 ft. E. and 15 ft. 

N. from junction of rd. fork SW., in root on W. side of giant cottonwood tree; copper nail and washer.____________________________ 770. 09

Bonner Springs, in N# sec. 32, T. 11 S., R. 23 E., 116 ft. N. and 47 ft. 

E. from N. corner of Union Pacific R. R. sta., 30 ft. E. and 9 ft. S. 

from intersection of Front and Cedar Streets, 7.5 ft. SE. of E. rail 

of Interurban R. R. tracks, in concrete post; standard tablet stamped 

"22 J 1933 801" .-_----_--_--_---_-.----_--.-__------_--- 801. 270

Reference mark, 36 ft. N. of tablet, 27 ft. N. of intersection of Front 

and Cedar Streets, on concrete curb; chiseled square.------------ 801. 36

Bonner Springs, in NW. part of, near village limits, near quarter cor. 

between sees. 29 and 30, T. 11 S., R. 23 E., at SE. corner of Lakewood Park grounds, 20 ft. W. and 40 ft. N. from junction of rd. fork 

N., in root on W. side of 12-in. oak tree; copper nail and washer__ 837. 79

Bonner Springs, about 1 mi. by rd. N. of, about 400 ft. E. of cor. sees. 

19, 20, 29, and 30, T. 11 S., R. 23 E., 55 ft. E. and 15 ft. S. from 

junction of rd. fork SE., at SW. corner of large concrete culvert, on 

wing wall; chiseled square.___________________________________ 854. 39

Bonner Springs, 2.0 mi. N. and 0.5 mi. W. from, near cor. sees. 17, 18, 

19, and 20, T. 11 S., R. 23 E., 140 ft. N. and 20 ft. E. from cross 

roads, in concrete post; standard tablet stamped "T T 14 O 1933 

970"----.----------------------.-_-_---_--_--_..-_-_--_____ 970. 184

138259 38 2
16

Reference mark, in NW. corner of .crossroads, on N. end of corrugated- feet 

iron culvert; chiseled square-_________________________________ 977. 79

T. 11 S., R. 23 E., near cor. sees. 7, 8, 17, and 18, 70 ft. S. and 18 ft. E. 

from center of crossroads, in fence line, in root on W. side of 6-in. 

oak tree; copper nail and washer______________________________ 1, 003. 07

.T. 11 S., R. 23 E., at approximate cor. sees. 5, 6, 7, and 8, 600 ft. S. of 

crossroads, 22 ft. E. of center line of rd., on S. end of E. head 

wall of large concrete culvert over drain; chiseled square.--.-- 904. 88

Maywood, 3.0 mi. W. of, 30 ft. S. and 72 ft. W. from NE. cor. sec. 6, 

T. 11 S., R. 23 E., at junction of U. S. Highway 40 and T-rd. S., in 

concrete post; standard tablet stamped "T T 15 0 1933 973"__ 972. 472

Reference mark, 20 ft. S. and 15 ft. E. from above-mentioned rd. forks,

on concrete head wall of culvert; chiseled square_______________ 966. 74

Maywood, 2.6 mi. W. of, at N. cor. sees. 4 and 5, T. 11 S., R. 23 E., 

15 ft. E. and 25 ft. S. from junction of U. S. Highway 40 and T-rd. 

S. (State Highway 7), on E. concrete head wall of culvert; chiseled 

square-..__--------____._..___-_-._____.___ 1,016. 53

Maywood, 2.1 mi. W. of, at S. cor. sees. 32 and 33, T. 10 S., R. 23 E., 

80 ft. E. and 18 ft. S. from junction of U. S. Highway 40 and T-rd. 

N., on E. concrete head wall of culvert; chiseled square..__...... 1, 015. 74

Maywood, 1.2 mi. W. of, near S. cor. sees. 33 and 34, T. 10 S., R. 23 E., 

40 ft. E. and 20 ft. S. from junction of U. S. Highway 40 and T-rd. 

N., on E. concrete head wall of culvert; chiseled square.__________ 988. 37

Maywood Church, in yard of, in NE. cor. sec. 3, T. 11 S., R. 23 E., 0.8 

mi. W. of Maywood, on U. S. Highway 40, 9 ft. N. and 2 ft. NW. 

from church, in concrete post; standard tablet stamped "T T 16 O 

1933 1037".-,---_-----_---__--________--___-______________ 1, 036. 624

Reference mark, 0.3 mi. E. of tablet, 100 ft. S. and 25 ft. W. from 

junction of highway and T-rd. S., on W. end of circular concrete 

culvert; chiseled square_____________________________________ 1, 028. 15

Maywood, in village of, 0.2 mi. W. of S. cor. sees. 34 and 35, T. 10 S., 

R. 23 E., 20 ftjj N. and 20 ft. E. from junction of U. S. Highway 40 

and T-rd. N., on concrete head wall of culvert; chiseled square.____ 1, 028. 10

Maywood, 0.9 mi. E. of, at S. cor. sees. 35 and 36, T. 10 S., R. 23 E., 

30 ft. N. and 30 ft. E. from junction of U. S. Highway 40 and T-rd. 

N., on E. concrete head wall of culvert; chiseled square______-___- 970. 65

Maywood, about 2 mi. E. of, 2.5 mi. W. of Victory Hills Golf Club, 

at approximate SE. cor. sec. 36, T. 10 S., R. 23 E., 31 ft. N. and 

77 ft. E. from junction of U. S. Highway 40 and T-rd. N., in concrete 

post; standard tablet stamped " T T 17 0 1933 957"______._._. 956. 687

Reference mark, 18 ft. S. of tablet, on N. edge of paving; chiseled

square _____________________________________________________ 956. 19

From Bonner Springs northeast and east along State Highway 32 to its junction 

with Grinter Road at point just across Kansas River from Morris (by I. V. 

. Johnson in 1933)

Bonner Springs, 0.7 mi. NE. of, 12 ft. E. of SW. corner of highway 

bridge over drain, on concrete base of guard rail; chiseled square._ 799. 01

Bonner Springs, 1.2 mi. NE. of, about 400 ft. E. of entrance to Lone 

Star cement plant, 100 ft. N. and 15 ft. E. from junction of T-rd. N., 

at SE. corner of highway bridge over West/ MlSSM CrCC^ Oil 

COncrele base of guard rail; chiseled square._-___ _____ 783. 02
17

Bonner Springs, 1.7 mi. NE. of, near E. % cor. sec. 28, T. 11 S., R. 23 

E., 65 ft. N. and 12 ft. W. from junction of T-rd. N. to Camp 

Theodore Naish (Boy Scouts), at SW. corner of concrete bridge, on F«<* 

base of guard rail; chiseled square.____________________________ 777. 09

Edwardsville, 1.0 mi. W. of, in NEJ4SE# sec. 27, T. 11 S., R. 23 E., 

40 ft. S. and 32 ft. E. from junction of highway and rd. N. to Lake 

of the Forest Club, 1.0 ft. W. of fence line, in concrete post; 

standard tablet stamped "23 J 1933 775"_.____________ 775. 280

Edwardsville, at E. edge of, 12 ft. N. and 15 ft. E. from junction of 

highway and T-rd. N., on E. concrete head wall of culvert; chiseled 

square---_____-__--_-.__-_--__-____-_-_-________________.__ 783. 58

Edwardsville, 1.0 mi. E. of, in SE% sec. 25, T. 11 S., R. 23 E., 40 ft. 

NW. of Crestwood sta. of Kansas City, Kaw Valley & Western Ry. 

(electric), 70 ft. N. and 15 ft. W. from junction of T-rd. N., on SW. 

corner of concrete culvert, on base of guard rail; chiseled square.__ 788. 90

Edwardsville, 1.9 mi. E. of, in SE# sec. 30, T. 11 S., R. 24 E., 82 ft. N. 

and 9 ft. W. from center of crossroads, 16 ft. N. and 9 ft. W. from N. 

rail of interurban electric R. R., at center of rd. crossing, at SW. 

corner of bridge over drain, in concrete abutment; standard tablet 

stamped "24 J 1933 772"___.-______________________________'_ 771.822

Reference mark, at SW. corner of crossroads, on concrete head wall of 

culvert; chiseled square._______._-_.---_-__-______-.________ 770. 14

Edwardsville, 2.6 mi. E. of, in NW% sec. 29, T. 11 S., R. 24 E., 0.8 mi. 

SW. of junction of highway and Grinter Road, at NW. corner of 

concrete highway bridge over Little Turkey Creek, on base of 

guard rail; chiseled square-..--.-.-..---.--.--------.___---._- 767. 21

From rd. forks 3 miles west of Maywood west along U. S. Highway 40 into 

Oskaloosa No. 4 quadrangle (by R. F. Gallup in 1934)

Maywood, 3.6 mi. W. of, 60 ft. S. of center line of U. S. Highway 40, 

at Old Dutch Mill filling sta., on top of concrete foundation of 

'gasoline pump; chiseled square________-___.____________________ 952. 80

T. 11 S., R. 22 E., in NE. cor. sec. 1, 175 ft. W. and 12 ft. S. from 

junction of U. S. Highway 40 and T-rd. S., on top of SW. wing wall 

of bridge over creek; chiseled square____----___-_-_-_-_._------ 863. 63

T. 10 S., R. 22 E., 225 ft. W. and 28 ft. N. from E. Ko cor. on S. side of 

sec. 36, in root on N. side of 24-in. elm tree; nail and washer.______ 919. 94

Basehor, near E. Ms cor. on N. side of sec. 2, T. 11 S., R. 22 E., at NE. 

corner of Red Rock filling sta., on top of concrete pedestal; chiseled 

square.-----.---.--_._--_._._--_-....__..-_.__.__.... 969. 82

Basehor, 1 mi. S. of, near S. cor. sees. 34 and 35, T. 10 S., R. 22 E., 

98 ft. W. and 25 ft. N. from center of crossroads, at turn in U. S. 

Highway 40, in concrete post; standard tablet stamped "T T 19 0 

1934"----..----_-----_----------.--_..---_-.------.-_-.--.. 962.189

Reference mark, 70 ft. S. and 64 ft. E. from tablet, on N. side of 

NW# sec. 2, T. 11 S., R. 22 E., 34 ft. W. and 45 ft. S. from crossroads, in root on W. side of 24-in. elm tree; nail and washer._______ 996. 14

T. 10 S., R. 22 E., near SW. cor. sec. 34, 475 ft. E. and 20 ft. N. from 

crossroads, in root on S. side of cottonwood tree on fence line; nail 

and washer.---___--__-_-_----______----.__-_----.-.____._-- 960. 47

T. 11 S., R. 22 E., near NW. cor. NWtf sec. 4, in root on S. side of elm 

tree; nail and washer_______________________________________ 857. 87

T. 10 S., R. 22 E., near S. cor. sees. 32 and 33, 30 ft. N. and 80 ft. E. . 

from center of crossroads, in root on N. side of smooth-bark hickory 

tree; nail and washer_______________________________________ 857. 63
18 SPIRIT LEVELING IN KANSAS, 1896 TO 1935

T. 11 S., R. 22 E., 342 ft. E. and 20 ft. S. from quarter cor. between

sees. 4 and 5, in root on S. side of 28-in. walnut tree; nail and Feet 

washer____-_____-.________.__--.__.________________________ 936. 18

T. 11 S., R. 22 E., about 230 ft. S. and 16 ft. W. from center of sec. 5,

in root on N. side of large forked sycamore tree; nail and washer.._ 851. 20

From Oskaloosa No. 4 quadrangle southeast along, roads across southwest 

corner of Bonner Springs quadrangle into Olathe No. 2 quadrangle (by R. F. 

Gallup in 1934)

T. 12 S., R. 22 E., near quarter cor. between sees. 5 and 8, 40 ft. N.

and 15 ft. W. from junction of T-rd. N., at fence corner, on top of

tree stump in hedge; nail and washer.________________-------_. 973. 96

T. 12 S., R. 22 E., near cor. of sees. 4, 5, 8, and 9, 125 ft. N. and 80 ft. E.

of center of crossroads, in root on S. side of 10-in. box-elder tree;

nail and washer.____________________________________________ 964. 19

T. 12 S., R. 22 E., about 140 ft.'S. and 250 ft. E. from quarter cor.

between sees. 8 and 9, in root on E. side of box-elder tree; nail and

washer - - - ---- . 932. 10 

T. 12 S., R. 22 E., about 900 ft. N. and 20 ft. W. from center of sec. 9,

on W. head wall of concrete culvert; chiseled square.------------ 930. 23

From Olathe No. 2 quadrangle northeast along Union Pacific Railroad to Loring, 

thence generally east along road to point just east of Kansas River (by R. F. 

Gallup in 1934)

Lenape, 1.1 mi. NE. of, 1.6 mi. SW. of Loring, on Union Pacific R. R., 

near quarter cor. between sees. 13 and 14, T. 12 S., R. 22 E., at 

semaphore 224, on top of NW. corner of foundation; chiseled 

square.___----_----_________--____________________________. 788. 60

Loring, 0.6 mi. SW. of, near center sec. 13, T. 12 S., R. 22 E., at 

semaphore 214, on top of NW. corner of foundation; chiseled 

square-___-_----__--__-____-_---_.____._____.___________._. 787. 56

Loring, in town of, in sec. 13, T. 12 S., R. 22 E., 13 ft. W. of center 

line of county-line rd. (between Leavenworth and Wyandotte 

Counties), 10 ft. SE. of SE. rail of four tracks of Union Pacific R. R., 

in concrete post; standard tablet stamped "T T 23 O 1934 785".. 785. 500

Reference mark, 225 ft. N. of tablet, in SW. angle of crossroads, at

concrete bridge, in S. end of E. abutment; chiseled square.---_-_. 786. 76

Loring (at Leavenworth-Wyandotte county line), 0.7 mi. by rd. NE. of, 

near center sec. 7, T. 12 S., R. 23 E., 30 ft. N. and 15 ft. W. from 

junction of T-rd. N., on W. head wall of concrete culvert; chiseled 

square.___-__--------_-__-___ ___________________________ 786. 38

Loring, 1.2 mi. by rd. E. of, on N. bank of Kansas River, in root on

E. side of cottonwood tree; nail and washer._________--_--__---. 771. 36

From point on IT. S. Highway 40 (Parallel Avenue) near center of west border of 

Bonner Springs quadrangle north and northeast along roads into Leavenworth quadrangle (by R. F. Gallup in 1934)

Basehor, 2 mi. W. and 1 mi. S. from, near S. cor. 8ecs. 32 and 33, T. 10 

S,, R, 22 E,, 133 ft, N, and 18 ft, E, from crossroads, 158ft, N, of

hedge fence on Parallel Avenue, 18 ft. E. of N.-S. rd., in concrete 

post; standard tablet stamped "T T 25 O 1934"__.__.__ 846. 764 

T. 10 S., R. 22 E., about 17 ft. N. and 14 ft. E. from quarter cor. between sees. 32 and 33, in root on W. side of hedge stump; nail and 

washer______________---___-__-_-____-_--________-------_--- 887. 86
BONNER SPRINGS QUADRANGLE 19

T. 10 S., R. 22 E. f at cor. sees. 28, 29, 32, and 33, 20 ft. S. and 14 ft. E. . Feet

from junction of T-rd. S., in W. side of hedge tree; nail and washer. _ 916. 46 

T. 10 S., R. 22 E., at quarter cor. between sees. 29 and 32, 42 ft. N. and

28 ft. W. from junction of E.-W. rd. and T-rd. N., in root on S. side

of oak tree; nail and washer._________________________________ 875. 18

T. 10 S., R. 22 E., at cor. sees. 29, 30, 31, and 32, 19 ft. N. and 28 ft. E.

from junction of route rd. and T-rd. N., in root on W. side of 24-in.

elm tree; nail and washer__________________________-_________- 874. 66

T. 10 S., R. 22 E., 60 ft. N. and 22 ft. E. from quarter cor. between

sees. 29 and 30; top of wild-cherry stump.-------_-------..----_ 939. 70

Basehor, 3 mi. W. and 1 mi. N. from, at approximate cor. sees. 19, 20,

29, and 30, T. 10 S., R. 22 E., 25 ft. W. and 68 ft. N. from center of

crossroads, 2 ft. W. of fence, in concrete post; standard tablet

stamped "T T 26 0 1934 950" -.-._---..-_-.._-... . . 949.461 

Reference mark, about 65 ft. N. and 50 ft. E. from tablet, in root on E.

side of 18-in. oak tree; nail and washer.________________________ 943. 79

T. 10 S., R. 22 E., 2,010 ft. S. and 30 ft. E. from cor. sees. 17, 18, 19,

and 20, at concrete steps to house, in lower step; chiseled square. ._ _ 847. 26 

T. 10 S., R. 22 E., at cor. sees. 17, 18, 19, and 20, 180 ft. W. and 16 ft. S.

from center of crossroads, on top of head wall of concrete culvert;

chiseled square.___ ___________ __-_--______-________________-_ 853. 72

T. 10 S., R. 22 E., 155 ft. S. and 25 ft. W. from quarter cor. between

sees. 17 and 18, on W. side of rd., in root on N. side of box-elder tree;

nail and washer.____________________________________________ 894. 60

T. 10 S., R. 22 E., at cor. sees. 7, 8, 17, and 18, 20 ft. W. and 20 ft. S.

from junction of E.-W. rd. and T-rd. S., in root on E. side of 36-in.

elm tree; nail and washer.____________________________________ 862. 95

T. 10 S., R. 22 E., 1,475 ft. N. and 10 ft. W. from quarter cor. between

sees. 8 and 17, on top of W. head wall of concrete culvert; chiseled

square__ __ _ _ __ _____ _____ __ ______ 906. 23

Fairmount, 2.5 mi. W. of, at approximate quarter cor. between sees. 5

and 8, T. 10 S., R. 22 E., 1,270 ft. S. and 25 ft. E. from crossroads,

in concrete post; standard tablet stamped "T T 27 0 1934"__ _____ 961. 457

Reference mark, 8 ft. N. and 144 ft. E. from center of above-mentioned

crossroads, on N. end of steel culvert pipe; chiseled square________ 948. 71

T. 10 S., R. 22 E., 28 ft. N. and 30 ft. W. from center of sec. 5, in root

on E. side of twin elm tree; nail and washer._____________________ 962. 54

T. 10 S., R. 22 E., in NW% sec. 5, at point 1,637 ft. N. and 20 ft. W.

from center of section, in root on E. side of elm tree; nail and

washer.____________________________________________________ 987. 45

T. 9 S., R. 22 E., in NW^ sec. 32, 275 ft. N. and 30 ft. W. from junction

of N.-S. highway and T-rd. W., in root on E. side of cottonwood

tree; nail and washer____ _________ _-__---__________--______- 983. 22

T. 9 S., R. 22 E., about 430 ft. S. and 20 ft. E. from sixteenth cor.

between SW% and SE54 sec. 29, on top of E. head wall of concrete

culvert; chiseled square.__-___.._--_-_-_---_-___-_________-___ 1, 010. 59

Little Stranger Church, about 0.5 mi. S. of, at quarter cor. between sees.

28 and 29, T. 9 W., R. 22 E., 18 ft. S. and 30 ft. W. from junction of

T-rd. W.; iron post stamped "1043"-._____-_____,_____________ 1, 041. 234

Reference mark, 30 ft. E. of above-mentioned post, on concrete culvert;

chiseled square-_-----__-____-~--__----_--_-----____-____-___ 1, 040. 97 

Little Stranger Church, 0.05 mi. W. of, about 4 mi. (air line) W. of

Lansing, at approximate cor. sees. 20, 21, 28, and 29, T. 9 S., R.

22 E., 41 ft. N. and 43 ft. W. from center of crossroads, in concrete

post; standard tablet stamped "T T 28 0 1934".__-.____..._.__ 1, 038. 992
20 SPIRIT LEVELING IN KANSAS, 1896 TO 1935

Reference mark, 76 ft. S. and 332 ft. W. from tablet, 30 ft. S. and 375 

ft. W. from center of crossroads, on N. side of residence, in NE. *"-«* 

corner of concrete floor of porch; chiseled square__-_.--______- 1, 043. 26

Little Stranger Church, 0.5 mi. E. of, 1.4 mi. SW. of Hazel Dell School, 

about 10 ft. S. and 42 ft. E. from quarter cor. between sees. 21 and 

28, T. 9 S., R. 22 E., in root on N. side of elm tree; nail and washer._ 957. 16

In northwest corner of quadrangle on east-west road between Little Stranger 

Church and Central (District 9) School (by R. F. Gallup in 1934; part of 

double-run tie line west and north to point in Oak Mills quadrangle)

Little Stranger Church, 1.1 mi. W. of, 0.3 mi. E. of Little Stranger 

Creek, 20 ft. S. and 510 ft. W. from crossroads at cor. sees. 19, 20, 29, 

and 30, T. 9 S., R. 22 E., in top of 24-in. oak stump; nail._______ 925. 01

From lansing, Leavenworth quadrangle, southeast along State Highway 5 

and Missouri Pacific Railroad into Armourdale quadrangle (by R. F. Gallup 

in 1934)

Lansing, at Kansas State Penitentiary, on S. side of depot and rest

room, in SE. corner of concrete step; chiseled square.____________ 852. 07

Kansas State Penitentiary, 0.4 mi. SE. of, near quarter cor. on S. side of 

sec. 19, T. 9 S., R. 23 E., on S. side of rd. leading to Union Pacific 

R. R. sta., in root on N. side of oak tree; nail and washer.____._-__ 834. 32

Kansas State Penitentiary, 0.6 mi. SE. of, near quarter cor. on S. side 

of sec. 19, T. 9 S., R. 23 E., at highway bridge E. of Union Pacific 

R. R. pile trestle, in S. end of E. pier; chiseled square-----.--.-.- 775. 30

T. 9 S., R. 23 E., about 0.2 mi. E. of cor. sees. 19 and 20, in root on E.

side of walnut tree; nail and washer___________._____-._._-.__ 875. 23

T. 9 S., R. 23 E., near quarter corner between sees. 20 and 29, 26 ft. N. 

and 25 ft. W. from junction of State Highway 5 and T-rd. SW., in 

root on E. side of maple tree; nail and washer______...._____-__- 877. 15

Delaware triangulation sta. of Missouri River Commission; cap of iron

pipe.__.--_-__..___.____.._.__...___._._____.._._._ 958. 765

Delaware triangulation sta., about 120 ft. W. and 4 ft. N. from, in root 

on N. side of oak tree; nail and washer.________________________ 950. 52

T. 9 S., R. 23 E., near center sec. 29, on W. side of State Highway 5,

in root on N. side of elm tree; nail and washer._________________ 910. 88

T. 9 S., R. 23 E., at cor. sees. 28, 29, 32, and 33, 20 ft. W. and 20 ft. S. 

from junction of State Highway 5 and T-rd. W., at fence corner, in 

root on E. side of large oak tree; nail and washer__.____________ 894. 75

Williams School, 1.3 mi. W. of, at S. cor. between sees. 32 and 33, T. 

9 S., R. 23 E., 1.0 mi. N. of Leaven worth-Wyandotte county line, 

35 ft. S. and 27 ft. W. from crossroads, in root on E. side of elm 

tree; copper nail and washer._________________________________ 880. 56

Williams School, 0.8 mi. W. of, at quarter cor. on S. side of sec. 33, T. 

9 S., R. 23 E., at right-angle bend in State Highway 5, 18 ft. N. and 

18 ft. E. from junction of highway and rd. W., on stone head wall 

of culvert; chiseled square___---______.--___.________.___.____ 832. 40

Williams School, 0.1 mi. NW. of, near NW. cor. sec. 3, T. 10 S., R. 23 

E., on State Highway 5, about 500 ft. S. of T-junction, at concrete 

bridge over Little Snell Creek, on S. end of curb of E. girder; chiseled

square._______________________________-___._______--_---- 775. 75

Williams School, in yard of, near NW. cor. sec. 3, T. 10 S., R. 23 E., 0.1 

mi. SE. of Little Snell Creek, 103 ft. S. and 60 ft. E. from SE. corner 

of schoolhouse, in concrete post; standard tablet stamped "3 G 

1934 817"~_ ._- 816. 776
BONNER SPRINGS QUADRANGLE 21

Reference mark, at concrete steps to above-mentioned schoolhouse, 14 

ft. W. and 7 ft. S. from SE. corner of building, on W. end of second F^ 

step; chiseled square....__________________________________ 809. 60

Williams School, 0.4 mi. SE. of, about 0.2 mi. NW. of center of sec. 3, 

T. 10 S., R. 23 E., at top of hill, on top of concrete foundation of 

gasoline pump; chiseled square____-_________-_-___________.__ 916. 46

Williams School, about 1.3 mi. SE. of, near NW cor. sec. 11, T. 10 S., 

R. 23 E., 25 ft. W. of end of concrete pavement, on W. end of concrete pipe, chiseled square...._______________________________ 787.13

Williams School, 1.3.mi. SE. of, near NW. cor. sec. 11, T. 10 S., R. 

23 E., 72 ft. E. and 21 ft. N. from junction of State Highway 5 

and T- rd. S., on N. side of highway, on top of W. head wall of concrete culvert; chiseled square_____________-_-_--_-__-__-____-_ 773. 87

Wolcott, 1.3 mi. by R. R. NW. of, 1.7 mi. SE. of Williams School, at 

Missouri Pacific R. R. bridge over Island Creek (bridge 78), on 

W. end of S. abutment; chiseled square____-_____-___-_-___-__ 764. 05

Wolcott, 0.8 mi. NW. of, near NE. cor. of SE# sec. 11, T. 10 S., R. 

23 E., at electric semaphore 299.4, on top of NE. anchor bolt; 

chiseled square..____ ____________..___________._______.______ 759. 90

Wolcott, in addition known as Connor, in SW)4 sec. 12, T. 10 S., R. 

23 E., 106 ft. E. and 23 ft. S. from crossing of Elm Street and main 

track of R. R., in yard of Alfred Davis, in concrete post; standard 

tablet stamped "4 G 1934 758"._.__._.... -...._........._ 757. 797

Wolcott, in sta. park, at semaphore 298.6 R, on top of NE. anchor 

bolt; chiseled square__---------____--_---_--------_-.-------- 763. 28

Wolcott, 0.7 mi. by R. R. SE. of, near NEX sec. 13, T. 10 S., R. 23 E., 

at SW. corner of concrete base of electric signal box; chiseled 

square.____________________________________________________ 762. 30

Wolcott, 1.2 mi. SE. of, 1.4 mi. NW. of Pomeroy, at semaphore 297.6

L., on top of NE. anchor bolt; chiseled square___-_.--_----.---- 756. 40

Pomeroy, 0.5 mi. NW. of, at Mo. Pac. R. R. bridge over Marshall

Creek (bridge 76), on E. end of S. floor beam; chiseled square.._- 756. 43

Pomeroy, in village of, on R. R. tracks just S. of wooden pile trestle 

75A, at semaphore 296A, on top of NW. corner of concrete foundation; chiseled square___--------_-___-----__-----___----_.___- 757. 48

Pomeroy, in village of, near quarter cor. on N. side of sec. 20, T. 10 

S., R. 24 E., just W. of R. R. tracks, 265 ft. E. and 17 ft. S. from 

SE. corner of old stone flour mill, in concrete post; standard tablet 

stamped "5 G 1934 754"_____________________._______.______ 753. 943

Reference mark, 30 ft. S. of tablet, on W. side of R. R. right of way, in 

root on E. side of large maple tree; copper nail and washer.__._.__ 754. 46

Pomeroy, 0.8 mi. by R. R. SE. of, near NW. cor. sec. 21, T. 10 S., 

R. 24 E., at electric signal box, on top of SE. corner of concrete 

foundation; chiseled square-___---__----_-_-----___--_--_-,-_- 758. 60

From point on U. S. Highway 40 about 2 miles west of May wood north along road 

to its intersection with east-west road at point 1.3 miles west of Williams 

School (by R. F. Qallup in 1934)

Piper, 0.6 mi. S. of, just S. of quarter cor. between sees. 32 and 33,

T. 10 S., R. 23 E., 0.4 mi. N. of junction of route rd. with U. S.

Highway 40, on W. head wall of concrete culvert; chiseled square. _ 989. 57 

Piper, at cor. sees. 28, 29, 32, and 33, T. 10 S., R. 23 E., 18 ft. N. and

22 ft. E. from crossroads, on concrete foundation of gasoline pump;

chiseled square______.-____-_-----.__--___-_---____---____.__ 963. 32
22

Piper, 1.0 mi. N. of, near cor. sees. 20, 21, 28, and 29, T. 10 S., R. 23

E., 245 ft. N. and 20 ft. W. from crossroads, on top of tree stump; Feet 

copper nail and washer____________-____-___-________-________ 951. 25

Piper, 1.5 mi. N. of, near E. quarter cor. sec. 20, T. 10 S., R. 23 E., 

on W. side of rd., in root on E. side of walnut tree; nail and tin 

washer.____________________________________________________ 971. 09

Piper, 1.9 mi. N. of, near NE. cor. sec. 20 (NW. cor. sec. 21?), T. 

10 S., R. 23 E., 658 ft. S. and 23 ft. W. (E.?) from crossroads, in 

concrete post; standard tablet stamped "T T 29 0 1934".-._-.__ 945. 642

Reference mark, 33 ft. N. and 18 ft. W. from tablet, in root on E.

side of 8-in. walnut tree; copper nail and washer. ______1_._.__ ... 944. 70

T. 10 S., R. 23 E., at cor. sees. 16, 17, 20, and 21, 16 ft. E. and 20 ft.

S. from crossroads, on granite block; chiseled square___---_-----_ 900. 03

Piper, 2.5 mi. N. of, at quarter cor. between sees. 16 and 17, T. 10 S., 

R. 23 E., 78 ft. W. of junction of T-rd. E., on W. head wall of concrete culvert; chiseled square-______-______________-___---__-_- 837. 73

Piper, 2.8 mi. N. of, near cor. sees. 8, 9, 16, and 17, T. 10 S., R. 23 E., 

0.2 mi. S. of crossroads, at steel highway bridge over Island Creek, 

on N. end of W. truss; top of post supporting hand rail__________ 843. 90

Piper, 3.0 mi. N. of, at cor. sees. 8, 9, 16, and 17, T. 10 S., R. 23 E., 

0.2 mi. N. of Island Creek, 18 ft. E. and 16 ft. N. from crossroads, 

in root on W. side of elm tree; copper nail and washer___________ 856. 39

Piper, 3.4 mi. N. of, 0.6 mi. S. of Wyandotte-Leavenworth county 

line, about 65 ft. 'S. and 18 ft. E. from NW. cor. SW>i sec. 9, T. 10 

S., R. 23 E., on E. head wall of concrete culvert; chiseled square._ 895. 02

Wallula, 2 mi. E. and 1 mi. N. from, 3.7 mi. N. of Piper, 1,304 ft. S. 

and 23 ft. E. from N. cor. sees. 8 and 9, T. 10 S., R. 23 E., 0.2 mi. S. 

of Wyandotte-Leavenworth county line, at top of hill, 23 ft. E. of 

center line of N.-S. rd., 11 ft. N. of hedge-fence line, in concrete 

post; standard tablet stamped "T T 30 O 1934"_______________ 964. 297

T. 10 S., R. 23 E., near N. cor. sees. 8 and 9, on Wyandotte-Leavenworth county line, 50 ft. S. and 15 ft. E. from junction of T-rd., on 

E. head wall of concrete culvert; chiseled square__-__-__-______ 888. 18

T. 9 S., R. 23 E., about 20 ft. E. of NW. cor. of SWX sec. 4, 0.5 mi. S. 

of intersection of route rd. and E.-W. rd. (E. to Williams School), 

0.5 mi. N. of Leavenworth-Wyandotte county line, on knot near 

ground on corner post; nail and washer_______________________ 869. 98

CHEROKEE QUADRANGLE

[Latitude 37°15'-37°30'; longitude 94°45'-95°] 

CHEROKEE AND CRAWFORD COUNTIES

From Columbus quadrangle at point near its northwest corner north along 

road about 0.2 mile to crossroads, thence east along road near south border 

of Cherokee quadrangle into Pittsburg quadrangle (by F. I. Whaley in 1916; 

leveled twice)

T. 32 S., R. 22 E., 25 ft. S. and 18 ft. W. from cor. sees. 15, 16, 21, 

and 22, at SW. corner of crossroads; iron post stamped "Prim Trav 

Sta No 18 1916 874"_ ________________________._._______ 870. 923

T. 32 S., R. 22 E., 10 ft. S. and 27 ft. W. from center of crossroads at

cor. sees. 14, 15, 22, and 23, in SE. wing wall of concrete culvert;

chiseled square---_--_--____---__--_-----------__----------_- 868. 56

T. 32 S., Rs. 22 and 23 E., 15 ft. N. and 150 ft. E. from center of crossroads at cor. sees. 13, 18, 19, and 24, on N. side of E.-W. rd.; iron 

post stamped "880 1916"--_.-__----.._._._-.-.____-_.________ 877. 141
COLUMBUS QUADRANGLE 23

Reference mark, 8 ft. S. and 135 ft. W. from above-mentioned iron 

post, 7 ft. N. and 15 ft. E. from center of crossroads, on top of square Feet 

sandstone rock in N. end of stone culvert; chiseled square. _______ 873. 75

T. 32 S., R. 23 E., at SW. cor. sec. 17, about 0.3 mi. W. of Cherry 

Creek, 10 ft. N. and 25 ft. E. from junction of T-rd. N., at N. end of 

concrete culvert, on top of guard wall; chiseled square.__-_-__---_ 857. 06

Cherry Creek, under iron bridge; surface of water July 22, 1916_--__ 848. 9

T. 32 S., R. 23 E., 9 ft. N. and 18 ft. E. from center of crossroads at 

cor. sees. 16, 17, 20, and 21, 0.7 mi. E. of Cherry Creek, on top of 

N. guard wall of concrete culvert; chiseled square________________ 869. 36

T. 32 S., R. 23 E., 20 ft. S. and 25 ft. E. from cor. sees. 15, 16, 21, and 

22, at SE. corner of crossroads; iron post stamped "Prim Trav Sta 

No 17 1916 900 897. 521

T. 32 S., R. 23 E., 15 ft. N. and 50 ft. W. from center of crossroads 

at cor. sees. 14, 15, 22, and 23, 0.5 mi. W. of Little Cherry Creek, 

in root of 14-in. wild-cherry tree; copper nail and washer.________ 890. 15

T. 32 S., R. 23 E., 12 ft. N. and 21 ft. E. from center of crossroads at 

cor. sees. 13, 14, 23, and 24, 0.5 mi. E. of Little Cherry Creek, on 

top of N. guard wall of concrete bridge; chiseled square._________ 886. 53

Skidmore, in NW. cor. sec. 19, T. 32 S., R. 24 E., in NW. cor. of 

schoolyard; iron post stamped "914 1916" (tied to U. S. C. & G. S. 

line in 1935)___ _ ---- _- -- _ 911. 575

Reference mark, 500 ft. E. of SW. cor. sec. 18, T. 32 S., R. 24 E., at 

NW. corner of highway crossing of interurban railway, in base of 

transmission-line pole; rail spike driven horizontally.____________ 916. 06

Skidmore, 3 mi. E. of, in SE. cor. sec. 16, T. 32 S., R. 24 E., 24 ft. N.

and 20 ft. W. from center of crossroads; iron post stamped "927.4". 924. 648

Reference mark, 12 ft. S. and 7 ft. E. from above-mentioned iron post, 

12 ft. N. and 13 ft. W. from crossroads, at N. end of concrete culvert; 

chiseled square.__-_-____--_________________-______--_-__--_- 922. 78

Skidmore, 4 mi. E. of, 14 ft. N. and 12 ft. W. from center of crossroads 

at cor. sees. 14, 15, 22, and 23, T. 32 S., R. 24 E., in W. end of concrete culvert; chiseled square_-__------_--_--___-_--------__-_- 893. 30

COLUMBUS QUADRANGLE

[Latitude 37°-37°15'; longitude 94°45'-95°] 

CHEROKEE COUNTY

From Galena quadrangle near Baxter Springs west and south along roads into 

Wyandotte quadrangle (by F. L. Whaley in 1916)

Baxter Springs, about 1.5 mi. W. of city hall, 0.8 mi. NE. of Mount 

Hope School, 30 ft. W. and 12 ft. N. from center of crossroads at 

quarter cor. between sees. 2 and 3, T. 35 S., R. 24 E., in root of 

hard-maple tree; copper nail and washer______________________ 840. 85

Mount Hope School, 1.7 mi. W. of, near NE. corner of crossroads at 

cor. sees. 4, 5, 8, and 9, T. 35 S., R. 24 E., at E. end of concrete 

culvert; chiseled square____-__-____________.-_-_________---_ 836. 70

From Wyandotte quadrangle near Squaw and Slow Creeks north along road 

by way of Hallo well into Cherokee quadrangle (by F. I. Whaley in 1918; 

second half of line leveled twice)

Fairview School, 1.0 mi. S. of, 280 ft. S. of center of crossroads at cor. 

sees. 9, 10, 15, and 16, T. 35 S., R. 22 E., on E. side of N.-S. rd., 

in root of large hard-maple tree; copper nail and washer._________ 797. 97
24 SPIRIT LEVELING IN KANSAS, 1896 TO 1935

Fairview School, in NE. cor, sec. 9, T. 35 S., R. 22 E., at.SW. corner 

of crossroads, at entrance of school, in N. end of concrete floor; ^««< 

chiseled square.--------__-_______________._________---__---- 815. 06

Fairview School, 1.0 mi. N. of, 1.0 mi. S. of Pleasant Valley School, 

in NW. corner of crossroads at cor. sees. 33, 34, 3, and 4, Tps. 34 

and 35 S., R. 22 E., at corner of fence, in root of hedge tree; copper 

nail and washer____.________________________________________ 809. 65

Pleasant Valley School, in NW. cor. sec. 34, T. 34 S., R. 22 E., at 

crossroads, at entrance to school, in N. end of second concrete step; 

chiseled square._____________________________________________ 807. 87

Pleasant Valley School, 1.0 mi. N. of, at crossroads at NE. cor. sec. 28,

T. 34 S., R. 22 E., in corner of field; iron post stamped "823 1916" _ 820. 434

Pleasant Valley School, 2.0 mi. N. of, 4.0 mi. S. of Globe School, 0.7 

mi. S. of Fly Creek, 21 ft. E. and 18 ft. S. from center of crossroads 

at cor. sees. 15y 16, 21, and 22, T. 34 S., R. 22 E., in root of forked 

hard-maple tree; copper nail and washer________-._----_-_---- 818. 27

Fly Creek, under iron bridge; surface of water Aug. 18, 1916._______ 793. 7

Globe School, 3.0 mi. S. of, about 0.3 mi. N. of Fly Creek, 200 ft. 

SE. of center of crossroads at cor. sees. 9, 10, 15, and 16, T. 34 S., 

R. 22 E., in front yard of Steven dwelling, in root of 24-in. pine 

tree; copper nail and washer._________________________________ 816. 44

Globe School, 2.0 mi. S. of, at cor. sees. 3, 4, 9, and 10, T. 34 S., R.

22 E., in SE. corner of crossroads; iron post stamped "833 1916"._ 830. 231

Globe School, in T. 33 S., R. 22 E., 25 ft. S. and 25 ft. E. from cor. 

sees. 27, 28, 33, and 34, at SE. corner of crossroads; iron post 

stamped "Prim Trav Sta 19 1916 839"_-_---_-____._---_-__- 836.768

Cherry Creek, under iron bridge; surface of water July 20, 1916______ 803. 0

Hallowell, at cor. sees. 9, 10, 15, and 16, T. 33 S., R. 22 E., at SW. 

corner of crossroads, at school, in NE. corner of schoolyard; iron 

post stamped "850 1916" (recovered by U. S. C. & G. S. in 1933) _ _ 847. 541

Reference mark, at entrance to school, in concrete floor of porch;

chiseled square._____________________________________________ 848. 23

Crossroads School, at cor. sees. 3, 4, 33, and 34, T. 33 S., R. 22 E., 

35 ft. N. and 24 ft. W. from center of crossroads, 6 ft. N. and 2 ft. E. 

from SE. corner of schoolyard; iron post stamped "875 1916".__. 872. 239

Reference mark, 7 ft. S. and 33 ft. E. from above-mentioned iron post, 

27 ft. N. and 9 ft. E. from center of crossroads, at N. end of concrete 

culvert, in top of guard wall; chiseled square.._-__--..__-___.___ 873. 09

Crossroads School, 1.0 mi. N. of, 40 ft. S. and 9 ft. W. from center of 

crossroads at cor. sees. 27, 28, 33, and 34, T. 32 S., R. 22 E., at N. 

end of concrete culvert, in top of guard wall; chiseled square.----- 850. 84

Crossroads School, 2.0 mi. N. of, 1.0 mi. W. of Rising Sun School, 0.5 

mi. N. of Deer Creek, 22 ft. N. and 6 ft. W. from center of crossroads at cor. sees. 21, 22, 27, and 28, T. 32 S., R. 22 E., in w. end

of concrete culvert; chiseled square. ___________________________ oOO. 04

From Cherokee quadrangle near Little simwnee creek south along road to 

Quaker station (by F. I. Whaley in 1918; leveled twice)

Sharon School, 3.0 ml. N. of, abOUt 4 Hll, E. Of SkiQmore, 0.6 «,*. S. of 

Little Snawnee Creek, IB ft. S. and 12 ft. E. from center of 01*088-

roads at cor. SSOS. 22, 23, 20, W* 27, T. 32 s, R. 24 E., in E. end of 

small concrete culvert; chiseled square.-.._____.____-_---_---. V*

Sharon School, 2.0 mi. N. of, 15 ft. S. and 8 ft. E. from center of crossroads at cor. sees. 26, 27, 34, and 35, T. 32 S., R. 24 E., in E. end of 

concrete culvert; chiseled square_____-------___--__-__--_--_-- 902. 38
COLUMBUS QUADRANGLE 25

Sharon School, 1.0 mi. N. of, at SE. cor. sec. 34, T. 32 S., R. 24 E., at

NW. corner of crossroads, at corner of hedge fence, in root of 18- Feet 

in. maple tree; copper nail and washer______-___-_________---_ 874. 59

Sharon School, 180 ft. NW. of center of crossroads at cor. sees. 2, 3,

10. and 11, T. 33 S., R. 24 E., at entrance to school, on N. end of

bottom concrete step; chiseled square_____-___--____________-__- 898. 85

Sharon School, 1.0 mi. S. of, about 3 mi. N. of Quaker sta. on MissouriKansas-Texas R. R., in SE. corner of crossroads at cor. sees. 10,

11. 14, and 15, T. 33 S., R. 24 E., 3 ft. S. and 2 ft. W. from NW. 

corner of yard in front of dwelling of S. J. Hannon; iron post 

stamped "909 1916" (tied to U. S. C. & G. S. line in 1935).. 907.068

Reference mark, 160 ft. S. of center of above-mentioned crossroads, 

on E. side of N.-S. rd., in root of 16-in. hedge tree; copper nail 

and washer.__.__._-__.._....___-____-......___._._-_._-_-__ 907. 32

Quaker sta., 2.1 mi. N. of, 14 ft. N. and 10 ft. E. from center of crossroads at cor. sees. 14, 15, 22, and 23, T. 33 S., R. 24 E., in top of 

large sandstone block used as capstone for E. end of iron culvert; 

chiseled square..---__________---_-_-_____-.-__--_-____._--_- 944. 87

Quaker sta., 1.1 mi. N. of, 210 ft. S. of center of crossroads at cor. 

sees. 22, 23, 26, and 27, T. 33 S., R. 24 E., on top of guard wall in E. 

end of concrete culvert; chiseled square.._._-_-_____.______-__. 880. 54

From Galena quadrangle just south of Timbered Hills west along road to 

Globe School (by F. I. Whaley in 1916; second half of line leveled twice)

Quaker sta. (on Joplin branch of Missouri-Kansas-Texas R. R.), about 

1.2 mi. N. of, at NE. corner of crossroads at cor. sees. 26, 27, 34, and 

35, T. 33 S., R. 24 E., on top of N. guard wall of concrete culvert; 

chiseled square._______________________________________________ 871. 99

Capron School, 0.3 mi. E. of, 1 mi. W. of Quaker sta., 100 ft. E. of S. 

cor. sees. 27 and 28, T. 33 S., R. 24 E., at junction of E.-W. rd. and 

T-rd. N., on S. side of E.-W. rd., in top of flat rock near small drain; 

chiseled square._--____-___.__.__-____-___._----_-_______-__- 840. 61

Capron School, 0.7 mi. W. of, about 0.3 mi. E. of crossing of Brush 

Creek, at S. cor. sees. 28 and 29, T. 33 S., R. 24 E., at NE. corner of 

junction of route rd. and T-rd. N., at E. end of concrete culvert, on 

top of guard wall; chiseled square._________-__--____--_-__-___ 845. 24

Brush.Creek, at iron bridge over; surface of water July 15, 1916__-__- 831. 8

Brush Creek, 0.8 mi. W. of, 3.0 mi. E. of Mitchell School, 15 ft. S. and 

170 ft. W. from center of crossroads at cor. sees. 29, 30, 31, and 32, . 

T. 33 S., R. 24 E., on S. side of E.-W. rd.; iron post stamped "892 

1917" .. . _.. . . 889.759

Reference mark 1, 15 ft. SE. of center of above-mentioned crossroads,

on top of sandstone ledge; chiseled square._____________________ 885. 53

Reference mark 2, 23 ft. NE. of center of above-mentioned crossroads,

on top of sandstone ledge near drain; chiseled square.___________ 883. 64

Mitchell School, 2.0 mi. E. of, about 2.5 mi. S. of Columbus, 0.5 mi. N. 

of Morrow School, 30 ft. NW. of center of crossroads at cor. sees. 

25, 30, 31, and 36, T. 33 S., Rs. 23 and 24 E., on N. guard wall of 

concrete culvert; chiseled square____----_-___-___-_-____-__-_- 896. 10

Mitchell School, 60 ft. SW. of center of crossroads at cor. sees. 26, 27, 

34, and 35, T. 33 S., R. 23 E., 30 ft. S. of SW. corner of school building, in base of catalpa tree at point 3 ft. above ground; copper nail 

and washer.____.-.___________.__-____-______...__________ 888. 04
26 SPIRIT LEVELING IN KANSAS, 1896 TO 1935

Mitchell School, 1.0 mi. W. of, 25 ft. S. and 35 ft. E. from.cor. sees. 27,

28, 33, and 34, T. 33 S., R.. 23 E., at SE. corner of crossroads; iron Feet 

post stamped "Prim Trav Sta 20 1916 884"._..__'__.._.__._. 881.425

Mitchell School, 2.0 mi. W. of, 1.0 mi. S. of Jenesse School, 260 ft. E. of 

crossroads at cor. sees. 28, 29, 32, and 33, T. 33 S., R. 23 E., on N. 

guard wall of concrete culvert over small drain; chiseled square.-.- 863. 97

Globe School, 3.0 mi. E. of, at NW. cor. sec. 31, T. 33 S., R. 23 E., in

SE. corner of crossroads; iron post stamped "889 1916"--.--_-_ 886. 486

Reference mark, NW. of above-mentioned iron post, in SE. cor. sec. 25, 

T. 33 S., R. 22 E., 42 ft. N. of E.-W. rd., on E. side of driveway to 

residence of John Sales, in root of 14-in. maple tree; copper nail and 

washer_______--___-__-_--_._.____---.___--_--.._._._---__-. 887. 40

Globe School, 2.0 mi. E. of, 15 ft. N. and 8 ft. E. from center of crossroads at cor. sees. 25, 26, 35, and 36, T. 33 S., R. 22 E., at E. end of 

wooden bridge, on top of flat sandstone rock; chiseled square..___ 846. 46

Globe School, 1.0 mi. E. of, 10 ft. N. and 25 ft. W. from center of crossroads at cor. sees. 26, 27, 34, and 35, T. 33 S., R. 22 E., in N. end of 

concrete culvert; chiseled square.__________________-___------- 843. 87

From Galena quadrangle south of Joplin branch of Missouri-Kansas-Texas 

Railroad west along road to point 0.0 mile south of Quaker station, thence 

south to point 1 mile south of Pleasant View School, thence west to point 1 

mile north of Pleasant Valley School (by F. I. Whaley in 1916)

Quaker sta., 1.0 mi. S. of, about 1 mi. N. of Brush Creek School, 48 ft. 

E. and 12 ft. S. from junction of T-rd. E. at cor. sees. 2, 3, 34, and 35, 

Tps. 33 and 34 S., on top of brown-sandstone rock; chiseled square. _ 949. 32

Brush Creek School, 230 ft. S. of center of crossroads at cor. sees. 2, 3, 

10, and 11, T. 34 S., R. 24 E., at entrance to schoolhouse, on S. end of 

bottom step; chiseled square_________________-__._____________ 860. 51

Brush Creek School, 1 mi. S. of, 1.0 mi. N. of Pleasant View School, at 

SW. corner of crossroads at cor. sees. 10, 11, 14, and 15, T. 34 S., 

R. 24 E., on bank of drain, in root of 18-in. elm tree; copper nail 

and washer._--------_-_---___________________-.._--_.______ 808. 77

Brush Creek, at ford near quarter cor. between sees. 14 and 15, T. 34 S.,

R. 24 E.; surface of water August 3, 1916____----_--....-_._..__ 793. 7

Pleasant View School, 200 ft. NW. of center of crossroads at cor. sees. 

14, 15, 22, and 23, T. 34 S., R. 24 E., at entrance to schoolhouse, on 

E. side of concrete platform; chiseled square.__________________ 846. 34

Pleasant View School, 1.0 mi. S. of, 0.3 mi. E. of Frisco Ry., at SW. 

corner of crossroads at cor. sees. 22, 23, 26, and 27, T. 34 S., R. 24 E., 

10 ft. W. of fence corner; iron post stamped "853 1917"__.._._. 850. 340

Reference mark, 960 ft. W. of above-mentioned crossroads, at SE. corner of yard of dwelling of C. W. Shank, in root of 12-in. walnut tree; 

copper nail and washer.__-__________-_______----__-___------_ 854. 06

T. 34 S., R. 24 E., in SW. corner of crossroads at cor. sees. 21, 22, 27, 

and 28, 0.7 mi. W. of Frisco Ry., in root of 24-in. hard-maple tree; 

copper nail and washer.______________________________________ 846. 92

Elm Tree School, 0.6 mi. S. of, in NE. corner of crossroads at cor. sees.

20, 21, 28, and 29, T. 34 S., R. 24 E., in guard wall at E. end of concrete culvert; chiseled square.________________________________ 856. 05

T 34 S R. 24 E , 1O ft. W. of SW. corner of crossroads at cor. sees. 19,

20, 1% and 30, 1 ft. N. of E.-W. fence; iron post stamped "flfifc

1917".--------._-----------_---------. T -------------------- 863.816

Reference mark, in SW. corner of above-mentioned crossroads, 10 ft.

S. of fence corner, in root of tall 18-in. poplar tree; nail and washer. _ 863. 45
COLUMBUS QUADRANGLE 27

T. 34 S., Rs. 23 and 24 E., 900 ft. W. of center of crossroads at cor. sees.

19, 24, 25, and 30, in front of dwelling of Gage Stusse, on S. side of 'feet 

E.-W. rd., in root of 14-in. hedge tree; copper nail and washer.____ 897. 09

Tar Valley School, 2.7 mi. N. of, on rd. from Columbus, 21 ft. S. and 

7 ft. W. from center of crossroads at cor. sees. 23, 24, 25, and 26, 

T. 34 S., R. 23 E., in W. end of concrete culvert; chiseled square.._ 902. 88

T. 34 S., R. 23 E., in SW. corner of crossroads at cor. sees. 22, 23, 26,

and 27, in S. end of concrete culvert; chiseled square.___________ 915. 93

T. 34 S., R. 23 E., 45 ft. E. and 15 ft. N. from center of crossroads at

cor. sees. 21, 22, 27, and 28; iron post stamped "884 1916"-_-.-. 881. 943

Mount Pisgah School, 1.0 mi. E. of, in SW. corner of crossroads at 

cor. sees. 20, 21, 28, and 29, T. 34 S., R. 23 E., in root of 18-in. 

catalpa tree; copper nail and washer.___________________________ 868. 37

Mount Pisgah School, 16 ft. N. and 9 ft. W. from center^of crossroads 

at cor. sees. 19, 20, 29, and 30, T. 34 S., R. 23 E., in W. end of concrete culvert; chiseled square_--_--_--_--_------------_----_-_ 846. 41

Mount Pisgah School, 1.0 mi. W. of, in SW. corner of crossroads at 

cor. sees. 19, 30, 24, and 25, T. 34 S., Rs. 22 and 23 E., 4 ft. W. of 

corner fence post; iron post stamped "887 1916".--__--._-_.__. 884. 069

Melrose, 2 mi. N. of, 18 ft. S. and 10 ft. E. from center of crossroads at 

cor. sees. 23, 24, 25, and 26, T. 34 S., R. 22 E., at E. end of stone 

culvert, on top of sandstone block in N. wing wall; chiseled square. . 847. 06

T. 34 S., R. 22 E., 500 ft. E. of cor. sees. 22, 23, 26, and 27, 190 ft. E. 

of mail box in front of dwelling of A. R. Nash, on top of N. guard 

wall of small concrete bridge; chiseled square.-_-______;.___-____ 817. 57

From Cherokee quadrangle at point 1 mile west of Skidmore School south along 

road by way of Columbus to point 1 mile east of Mitchell School (by F. L. 

Whaley in 1916)

Belleview School, about 0.3 mi. E. of, 1.5 mi. S. and W. from Skidmore, 

181 ft. S. and 4 ft. W. from center of crossroads at cor. sees. 23, 24, 

25, and 26, T. 32 S., R. 23 E., in W. guard wall of concrete bridge; 

chiseled square.___________________________________________ 887. 95

Stippville, 1.0 mi. W. of, 24 ft. E. and 24 ft. S. from center of crossroads at cor. sees. 25, 26, 35, and 36, T. 32 S., R. 23 E., near fence 

corner; iron post stamped "905 1917"________________________ 902. 523

Center Star School, 1.0 mi. E. of, 2.5 mi. N. of Columbus, at cor. sees. 

1, 2, 35, and 36, Tps. 32 and 33 S., R. 23 E., at SW. corner of crossroads, in fork projection of corner fence post; copper nail and, 

washer.____________________________________^_______________ 895. 38

Columbus, 1.5 mi. N. of, 33 ft. S. and 8 ft. E. from center of crossroads 

at cor. sees. 1, 2, 11, and 12, T. 33 S., R. 23 E., in top of E. guard 

wall of concrete culvert; chiseled square.-_____-_______-__-_-___ 900. 33

Columbus, about 0.5 mi. N. of, at cor. sees. 11, 12, 13, and 14, T. 33 S., 

R. 23 E., 300 ft. N. of sandstone marker of section corner, at concrete bridge over Brush Creek, on top of S. end of W. guard wall; 

chiseled square._-----------__--__________________-_____--___ 894. 82

Columbus, 0.5 mi. W. of courthouse, 50 ft. SE. of quarter cor. between 

sees. 13 and 14, T. 33 S., R. 23 E., at SE. corner of Maple and High 

School Streets, in concrete sidewalk; chiseled square.-___________ 903. 49

Columbus, 0.5 mi. W. of courthouse, at NE. corner of Maple and High

School Streets, on top of fire plug; head of bolt in S. side of top plate. 906. 03

Columbus, at courthouse, in SW. corner of stone floor of N. porch; 

standard tablet stamped "922 1916" (recovered by U. S. C. & 

G. S. in 1933)____.----------_---.-_-_-..._----_---_-_._-..._ 918. 942
28 SPIRIT LEVELING IN KANSAS, 1896 TO 1935

Columbus, about 1.5 mi. S. of, 80 ft. SE. of center of crossroads at cor.

sees. 23, 24, 25, and 26, T. 33 S., R. 23 E., in NW. corner of yard in fea 

front of dwelling, in root of 18-in. pine tree; copper nail and washer. 912. 84

From point 1 mile east of Mitchell School and 2.5 miles south of Columbus 

south along road to point 2.7 miles north of Tar Valley School (by F. I. Whaley 

in 1918)

Tps. 33 and 34 S., R. 23 E., 19 ft. N. and 6 ft. W. from center of crossroads at cor. sees. 1, 2, 35, and 36, at W. end of concrete culvert, 

on top of guard wall; chiseled square.-.. ..._______________ 925. 99

T. 34 S., R. 23 E., at cor. sees. 1, 2, 11, and 12, in SW. corner of crossroads; iron post stamped "939 1916"-___-----_.-_____..__--__ 936.353

Potter School, about 0.5 mi. E. of, 19 ft. S. and 13 ft. E. from center 

of crossroads at cor. sees. 11, 12, 13, and 14, T. 34 S., R. 23 E., at E. 

end of concrete culvert, on top of guard wall; chiseled square._____ 920. 06

T. 34 S., R. 23 E., 30 ft. N. and 60 ft. W. from center of crossroads 

at cor. sees. 13, 14, 23, and 24, 100 ft. S. of dwelling of J. B. Martin, in root of hard-maple tree; copper nail and washer.__._._._ 979. 29

From point 2.7 miles north of Tar Valley School south along road into Wyandotte 

quadrangle (by F. L. Whaley in 1916)

T. 34 S., R. 23 E., 65 ft. S. and 23 ft. W. from center of crossroads at

cor. sees. 25, 26, 35, and 36; iron post stamped "867 1916------- 865. Oil

Tar Valley School, 0.3 mi. S. of, about 1.2 mi. N. of Kansas-Oklahoma 

State line, 31 ft. N. and 22 ft. W. from center of crossroads at cor. 

sees. 1, 2, 11, and 12, T. 34 S., R. 23 E., in yard in front of dwelling 

of C. L. Pickering at point 20 ft. N. of its SE. corner, in root of hardmaple tree; copper nail and washer.___________________________ 844. 96

GALENA QUADRANGLE'

[Latitude 37°-37°15'; longitude 94°30/-94°46'] 

CHEBOKEE COUNTY

From Columbus quadrangle near Baxter Springs east along road 4.9 miles, 

thence north by way of Galena to point on Missouri-Kansas State line in 

fractional sec. 12, T. 33 S., B. 25 E. (by D. C. Wray in 1900)

Baxter Springs, 51 ft. W. of SE. corner of city hall, in third course of

stone below water table; aluminum tablet stamped "842 CRTHG"._ 839. 706

T. 35 S., R. 25 E., in NE. cor. sec. 11, 24 ft. W. of corner stone; iron

post stamped "1016 CRTHG" (on spur line)____..___.___.___. 1,013.520

Galena, on W. side of Euclid Avenue, between 7th and 8th Streets, in 

foundation of school at point 2 ft. N. of its SE. corner; aluminum 

tablet stamped "976 CRTHG" ______________________________ 973. 650

T. 33 S., R. 25 E., in SE# sec. 12, 67 ft. S. of SE. corner of cemetery, 

41 ft. S. and 31 ft. W. from junction of center lines of State-line rd. 

and old T-rd. W., 94 ft. N. of center line of State Highway 34 (Missouri Highway 16); iron post stamped "914 CRTHG" (tied to 

U. S. C. & G. S. in 1935; revised description)____________ 911. 474

 Fart of this quadrangle lies in Missouri.
GALENA QUADRANGLE 29

From NE. cor. T. 34 S., R. 24 E., west and north along roads to N. quarter cor. 

sec. 35, T. 33 S., thence west into Columbus quadrangle (by F. I. Whaley in 

1918; leveled twice)

Quaker, 0.6 mi. E. of, 20 ft. N. of quarter cor. between sees. 26 and 35, 

T. 33 S., R. 24 E., 0.3 mi. N. of Joplin branch of Missouri-KansasTexas R. R., at junction of E.-W. rd. and T-rd. S., on N. side of F<*t 

E.-W. rd.; iron post stamped "Prim Trav Sta No 15 1916 902".. 899". 715

Tps. 33 and 34 S., R. 24 E., at quarter cor. between sees. 2 and 35, 

0.7 mi. S. of Joplin branch of M.-K.-T. R. R., at NE. corner of 

junction of E.-W. rd. and T-rd. N., at E. end of concrete culvert, 

on top of guard wall; chiseled square_-______--_-___.---______ 853. 48

From NE. cor. T. 34 S., R. 24 E., north along road into Pittsburg quadrangle 

(by D. C. Wray in 1900; releveled by F. I. Whaley in 1918)

T. 34 S., R. 24 E., in NE. cor. sec. 1, about 0.03 mi. NE. of MissouriKansas-Texas R. R. tracks, 40 ft. S. and 30 ft. W. from sectioncorner stone in center of crossroads; iron post stamped "862 

CRTHG"_._._---.-..-.-------------- -.---.._--.._._._ 859.114

T. 33 S., Rs. 24 and 25 E., at cor. sees. 25, 30, 36, and 31, 12 ft. N. and 

6 ft. E. from center of crossroads, in top of sandstone rock supporting E. end of wooden culvert; chiseled square.--.__-__---_-__._ 880. 83

T. 33 S., Rs. 24 and 25 E., 18 ft. N. and 6 ft. W. from center of crossroads, at cor. sees. 19, 24, 25, and 30, on top of sandstone rock at 

W. end of stone culvert; chiseled square.__--_--_-_-_-___-______ 933. 76

T. 33 S., Rs. 24 and 25 E., 15 ft. E. and 9 ft. S. from center of crossroads, at cor. sees. 13, 18, 19, and 24, 0.5 mi. S. of crossing of St. 

Louis & San Francisco Ry., on S. end of concrete culvert; chiseled 

square--____------_-_----__.-------___---------____-_.___ 899. 74

T. 33 S., Rs. 24 and 25 E., 15 ft. S. and 8 ft. W. from center of crossroads, at cor. sees. 7, 12, 13, and 18, 0.9 mi. S. of Shawnee Creek, 

0.5 mi. N. of crossing of St. Louis & San Francisco Ry., on W. end 

of concrete culvert; chiseled square.__-_____-__-----___________ 877. 45

T. 33 S., R. 24 E., in NE. cor. sec. 1, 1.2 mi. N. of Shawnee Creek, 

0.7 mi. S. of Little Shawnee Creek, 40 ft. S. and 15 ft. W. from 

section-corner stone in center of crossroads; iron post stamped 

"893 CRTHG". _ . . ..... 890. 702

From NE. cor. T. 33 S., R. 24 £., west along road into Columbus quadrangle 

(by F. I. Whaley in 1916)

Tps. 32 and 33 S., R. 24 E., at cor. sees. 1, 2, 35, and 36, 135 ft. E. 

and 15 ft. N. from center of crossroads, in root of hard-maple tree; 

nail________________________:.____________ 883. 73

From iron post stamped "914 CRTHG", on Missouri-Kansas State line, southeast along road to U. S. C. & G. S. B. M. designated "P 20 1933", in 

Smithfield, Mo. (by A. C. McCutchen in 1935; double-run tie line)

'Smithfield, Mo., about 1 mi. NW. of, on Kansas-Missouri State 

line, about 0.4 mi. S. of State Highway 34 (Missouri Highway 16), 

43 ft. N. and 17 ft. E. from junction of center lines of State-line 

rd. and T-rd. E., in root on SW. side of 12-in. elm tree; copper nail 

and washer (in Mo.)-__-_________________________________ 850. 18
30 SPIRIT LEVELING IN KANSAS, 1896 TO 1935

GARDEN CITY QUADRANGLE

[Latitude 37°30'-38°; longitude 100°30'-1010] 

FINNEY, GRAY, AND HASKEIL COUNTIES

From Garden City west along Atchison, Topeka & Santa Fe Railway into lakin

quadrangle (by J. C. Barber in 1896) .-, ..

Garden City, in front of telegraph office, on R. R. tracks; top of rail-- 2, 835. 7

Garden City, on main street, in wall of old county courthouse, now 

occupied by George W. Finnup Land Co., at point 6 in. E. of its 

SE. corner and 2 ft. above sidewalk; standard tablet stamped "G 0 

2832" (as recovered by U. S. C. & G. S. in 1933)________________ 2, 838. 705

Garden City, on Grant Avenue, in S. wall of First National Bank 

building, 4 ft. W. of S. entrance, 1 ft. above sidewalk; standard 

tablet stamped "G 1 2830" (as recovered by U. S. C. & G. S. in 

1933)______________________________________________________ 2,838. 157

Garden City, 3 mi. W. of, 3.8 mi. SE. of Holcomb, near N. quarter cor. 

sec. 15, T. 24 S., R. 33 W., 48 ft. S. of R. R. track; iron post stamped 

"G 2 2853"_________ ____---_----_----- ___-___-________ 2,861.022

Holcomb, 0.8 mi. SE. of, 450 ft. N. and 70 ft. W. from E. quarter cor. 

sec. 7, T. 24 S., R. 33 W., about 200 yd. W. of milepost 408, 35 ft. 

S. of center line of R. R. tracks; iron post stamped "G 3 2870" 

(as recovered by U. S. C. & G. S. in 1934). __________________ 2, 877. 993

GRANADA QUADRANGLE'

[Latitude 38°-38°30'; longitude 102°-102°30'] 

GEEEIEY AND HAMILTON COUNTIES

From Tribune quadrangle west along Atchison, Topeka & Santa Fe Railway 

to Colorado-Kansas State line (by M. C. McFarlane in 1897)

Coolidge, 1.4 mi. W. of sta., in T. 23 S., R. 43 W., on W. side of sec. 

22 and 23 ft. S. of its NW. cor., about 0.2 mi. E. of ColoradoKansas State line, 0.2 mi. W. of milepost 470, 45 yd. S. of U. S. 

Highway 50, 40 ft. S. of center line of track; iron post stamped "G 

22 3353" (as recovered by U. S. C. & G. S. in 1934)__________ 3, 360. 879

HIAWATHA QUADRANGLE

[Latitude 39°30'-40°; longitude 95°30'-96°] 

ATCHISON, BROWN, JACKSON, AND NEMAHA COUNTIES

From point on Kansas-Nebraska State line 2.5 miles south of Preston, Nebr., 

west along State-line road to point near SW. cor. sec. 35, T. 1 N., R. 15 E. 

(Nebr.) (by R. R. Monbeck in 1913)

Preston, Nebr., 2.5 mi. S., thence 0.3 mi. W. from, in SE% sec. 32, 

T. 1 N., R. 17 E. (Nebr.), 250 ft. N. of State-line rd., at barn on 

Ingold farm, in S. wall of foundation; standard tablet stamped 

1028 Prim Trav Sta No 22 Nebr 1913" (in Nebr.)---------.----. 1, 026. 635.

T. 1 N., R. 17 E. (Nebr.), near S. quarter cor. sec. 36, at crossing of

Mo, Fac. R. K; top of rail (in Nebr.).........._________________ 393.4

T. 1 S., R. 16 E., 0.2 mi. W. of NE. cor. sec. 3, 30 ft. S. of State-line 

rd., at dwelling of Fred Zorn, in base of limestone hitching post,' 

standard tablet stamped "1027 Prim Trav Sta 21 Nebr 1913"..... 1, 025. 528

7 Most of this quadrangle lies in Colorado, the Kansas portion consisting of a strip about 1.8 miles wide 

lying west of longitude 102°.
HUMBOLDT QUADRANGLE 31

T. 1 S., R. 16 E., near NE. cor. sec. 4, 0.7 mi. E. of Pony Creek, 50 ft.

S. of junction of State-line rd. and T-rd. N., in base of stone hitching Feet 

post; chiseled cross________________--_--_---__----_-_______ 1,030.64

T. 1 S., R. 16 E., near NE. cor. sec. 5, 20 ft. S. and 140 ft. W. from 

junction of State-line rd. and T-rd. N., in root of elm tree; copper 

nail..-__--_-_-_-_---_--_-_--.--__.___---_ ___ ____ 935. 02

T. 1 N., R. 16 E. (Nebr.), in SE% sec. 31, 30 ft. N. and 500 ft. W. 

from junction of State-line rd. and T-rd. N., 150 ft. SW. of dwelling 

of William Boothe, in base of stone gatepost; standard tablet 

stamped "999 Prim Trav Sta 20 Nebr 1913" (in Nebr.). -. 997. 708

T. 1 N., R. 15 E. (Nebr.), in SW^ sec. 35, 200 ft. N. and 1,200 ft. E. 

from junction of State-line rd. and T-rd. N., on Amos Thompson farm, 

in W. foundation wall of barn at point 8 ft. N. of its SW. corner 

and 1.5 ft. above ground; standard tablet stamped "1102 Prim 

Trav Sta No 19 Nebr. 1913 (in Nebr.)-.- . -. 1, 100. 835

From sec. 35, T. 1 W., R. 15 E. (Nebr.), west along State-line road into Humboldt quadrangle (by S. H. Birdseye in 1915)

T. 1 N., R. 15 E. (Nebr.), about 0.1 mi. W. of SE. cor. sec. 33, at NW.

corner of bridge over Peedee Creek, in stringer; copper nail (in

Nebr.). _... .___ _.._ _ _..___. ____ __ _______ 1,059.45

T. 1 S., R. 15 E., about 0.2 mi. E. of NW. cor. sec. 4, 500 ft. W. of white

house, in center of S. side of bridge over Peedee Creek, on planking;

copper nail.________________________________________________ 1, 101. 55

T. 1 N., R. 15 E. (Nebr.), near SE. cor. sec. 32, in NW. corner of

junction of State-line rd. and T-rd. N.; top of flat rock (in Nebr.)_ 1, 133. 96

HDMBOLDT QUADRANGLES

[Latitude 40°-40°15'; longitude 95°45'-96°]

BROWN AND NEMAHA COUNTIES

From point on Kansas-Nebraska State line at middle of north border of Hiawatha quadrangle west along State-line road to point between Honey and 

Rattlesnake Creeks (by S. H. Birdseye in 1915)

Salem, Nebr., 5.0 mi. S., thence 2.8 mi. W. from, in SW% sec. 32, T. 

1 N., R. 15 E. (Nebr.), in NE. corner of junction of State-line rd. 

and T-rd. N. to Littles Farm, 30 ft. N. of State-line rd., 25 ft. E. of 

T-rd.; iron post stamped "1188 Prim Trav Sta 15 Nebr 1915" 

(in Nebr.)____________ _ _ ______ 1, 188. 014

T. 1 N., R. 15 E. (Nebr.), near S. quarter cor. sec. 31, 0.5 mi. E. of 

Brown-Nemaha county line, in NW. corner of bridge over Rabbit 

Creek; copper nail (in Nebr.)_-_--__-_--____-_---_----..__-___- 1, 133. 93

T. 1 N., R. 14 E. (Nebr.), near SE. cor. sec. 36, 1,500 ft. E. of residence 

of Charnock Williamson, in NW. corner of junction of State-line rd. 

and T-rd. N., in brace of corner fence post at point 1.5 ft. above 

ground; copper nail (in Nebr.)_____ ___________________________ 1, 143. 27

T. 1 N., R. 14 E. (Nebr.), in SW% sec. 36, in NE. corner of bridge over

Rock Creek; bolt (in Nebr.)______._________________________ 1, 070. 95

T. 1 N., R. 14 E. (Nebr.), near SE. cor. sec. 35, 0.7 mi. W. of residence 

of Charnock Williamson, 0.3 mi. W. of bridge over Rock Creek, 

in NE. corner of junction of State-line rd. and T-rd. N., on brace 

of corner fence post at point 0.5 ft. above ground; copper nail (in 

Nebr.)____________________________________________________. 1, 132. 26

s Nearly all of this quadrangle lies in Nebraska, the Kansas portion consisting of only a tiny strip of 

territory lying just north of latitude 40°.

138259 38 3
32

T. 1 S., R. 14 E., 15 ft. S. and 50 ft. E. from N. quarter cor. sec. 3, 

1.8 mi. W. of bridge over Rock Creek, 0.2 mi. E. of bridge over 

Honey Creek, at junction of State-line rd. and T-rd. N., on S. side of 

State-line rd., 5 ft. W. of telephone pole; iron post stamped "1186 Feet 

Prim Trav Sta 14 Nebr 1915"._.. ._. ._ ___ 1, 185. 058

T. 1 N., R. 14 E., 0.2 mi. W. of S. quarter cor. sec. 34, on N. side of 

W. end of bridge over Honey Creek, on iron brace beam; top of 

rivet (in Nebr.)_____________________________________________ 1, 144. 51

T. 1 N., R. 14 E., 0.2 mi. W. of SE. cor. sec. 33, 0.6 mi. W. of bridge 

over Honey Creek, 0.4 mi. E. of Rattlesnake Creek, 50 ft. E. of 

point where rd. leaves State line and turns N., on N. side of rd.; 

top of stone culvert (in Nebr.)________________________________ 1, 185. 45

INDEPENDENCE QUADRANGI^E

[Latitude 37°-37°30'; longitude 95°30'-06°] 

CHAUTAUQTJA, ELK, IABETTE, MONTGOMERY, NEOSHO, AND WHSON COUNTIES

From Coffeyville west along road to point near Bearing, thence north to Buff 

Mound, thence east 5 miles, thence south and back to Coffeyville (by Fox 

Wood in 1903)

Coffeyville, in wall of Ried Building; standard tablet stamped "731

Independence" (recovered by U. S. C. & G. S. in 1933)_.____ 734. 054

Coffeyville, 4 mi. W. of, on township line, on S. side of bridge across

Onion Creek, in E. pier; chiseled cross-___---_____-_____-___-___ 738. 76

Dearing, in wall of store building of H. L. Towles at its SW. corner; 

aluminum tablet stamped "763 Independence" (recovered by 

U. S. C. & G. S. in 1933).____________________________________ 765. 366

T. 34 S., R. 16 E., in NW. cor. sec. 6, in wall of Meyers dwelling at

its NW. corner; aluminum tablet stamped "882 Independence".__ 883. 309

Independence, in NW. corner of courthouse; aluminum tablet stamped

"824 Independence" (recovered by U. S. C. & G. S. in 1933) _. __ 826. 186

Sycamore, in wall of schoolhouse at its SE. corner; aluminum tablet 

stamped "829 Independence" (recovered by U. S. C. & G. S. in 

1933)______________________________________________________ 831.029

Neodesha, at SE. corner of Fourth and Main Streets, in N. wall of 

brick building serving as store of Dr. F. T. Alien; aluminum tablet 

stamped "817 Independence".---------- --------------._-__ 819. 393

Tps. 29 and 30 S., R. 16 E., on line between sees. 4 and 33,12 ft. from

E. rail of Mo. Pac. R. R. tracks, in E. end of concrete B,. R. culvert;

aluminum tablet stamped "842 Independence"___-.___--__--____ 844. 835

T. 30 S., R. 17 E., near N. quarter cor. sec. 7, in wall of house of Mrs. 

Ann Clegg at its NE. corner; aluminum tablet stamped "871 

Independence"____________________________________________ 873. 073

T. 31 S., R. 17 E., 0.3 mi. E. of NW. cor. sec. 6 (a long section), in 

wall of schoolhouse (old District 80) at its NE. corner; aluminum 

tablet stamped "901 Independence".__________________________ 903. 354

T. 32 S., R. 16 E., in NE. cor. sec. 12, in wall of school; aluminum

tablet stamped, erroneously, "843 Independence"..---__________ 894. 416

T. 33.S., R. 16 E., in NW. cor. sec. 1, in wall of church at its NW. 

corner; aluminum tablet stamped "758 Independence" (probably

destroyed)_______.________-----_ -- -__-___--_______ 760. 205

T. 33 S., R. 16 E., in NW. cor. sec. 1, 40 ft. S. and 75 ft. E. from crossroads, in root on N. side of 28-in. elm tree; 60-penny spike._______ 759. 98

Liberty, in wall of Methodist Church at its SE. corner; aluminum tablet stamped "757 Independence"-----_______-_______ 759. 318
INDEPENDENCE QUADRANGLE 33

From point near Bearing west along road to Tyro, thence along roads generally 

north to NE. cor. sec. 2, T. 30 S., R. 14 £., thence west and southwest to Buxton 

(by Fox Wood in 1903)

Tyro, in wall of schoolhouse at its NE. corner; aluminum tablet stamp- *"««< 

ed "896 Independence" (reported in 1909 as destroyed)__________ 896. 885

Bolton, about 1.7 mi. SW. of, in NW. cor. sec. 31, T. 33 S., R. 15 E., in 

wall of schoolhouse at its NW. corner; aluminum tablet stamped 

"831 Independence"----.--------------------------.--------- 832. 216

Quaker School, in NE. cor. sec. 25, T. 32 S., R. 14 E., in stone foundation of schoolhouse at point 1 ft. S. of its NW. corner; aluminum 

tablet stamped "821 Independence" (tied to U. S. C. & G. S. in 

1935)-__-_---_-__--______-_-------------_.----------------- 822. 690

T. 31 S., R. 14 E., 0.2 mi. N. of SE. cor. sec. 23, in wall of schoolhouse 

at its SE. corner; aluminum tablet stamped "918 Independence" (reported in 1935 as destroyed)------------.--------------------- 919. 783

Lafontaine, in wall of schoolhouse at its SE. corner; aluminum tablet 

stamped "918 Independence"---.---------.---___---___-- 919. 917

T. 30 S., R. 14 E., near NE. cor. sec. 2, 1 mi. W. of Fall River, 0.5 mi. 

E. of Mo. Pac. R. R., in wall of schoolhouse at its SW. corner; 

aluminum tablet stamped "928 Independence" (recovered by 

U. S. C. & G. S. in 1933)--------.-.------------------------- 929. 788

Buxton, in SWM sec. 7, T. 30 S., R. 14 E., in wall of Christian Church 

at its NE. corner; aluminum tablet stamped "979 Independence" 

(on spur line)--..___.______--______-___---_-----_-_.--_- 980. 632

From Buxton along roads generally south to point about 2 miles northeast of 

Caney, thence east to Tyro (by Fox Wood in 1903)

Lafontaine, about 4 mi. SW. of, 0.2 mi. S. of W. quarter cor. sec. 33, 

T. 30 S., R. 14 E., in wall of dwelling of Henry Cox at its NW. 

corner; aluminum tablet stamped "891 Independence"...-______ 892. 878

Elk City, at schoolhouse (brick), in wall of wing; aluminum tablet 

stamped "833 Independence" (recovered by U. S. C. & G. S. in 

1933)----.------------. ._..-_--.-.._._-------...-.....- 835.139

T. 32 S., R. 14 E., 0.3 mi. S. of center of sec. 30, at dwelling of C. 

Curtis, in W. foundation of front porch; aluminum tablet stamped 

"853 Independence".-.--..---.--------.-------------.--.-..- 854. 579

Havana, in wall of schoolhouse; aluminum tablet stamped "762 

Independence"_-____--------____-_-__-__________________.. 763. 098

Caney, about 2 mi. NE. of, in SE% sec. 31, T. 34 S., R. 14 E., in S. 

wall of house of M. M. Freidlin; aluminum tablet stamped "757 

Independence" (tied to U. S. C. & G. S. in 1935) ____ _ 758. 421

Near Caney (double-run tie line by A. C. McCutchen in 1935)

Caney, about 2.4 mi. NE. of, 0.1 mi. S. of quarter cor. between sees. 

5 and 6, T. 35 S., R. 14 E., at oil-pumping sta., 31 ft. E. of center 

line of N.-S. rd. and 35 ft. S. of concrete driveway to sta., 1 ft. NW. 

of iron pipe, on E. wing wall of concrete culvert; chiseled square__ 767. 99

U. Si C. & G. S. standard disk stamped "S 16 1933" . _ _ _ . __ .-____ 778. 269

From Quaker School along roads east and north to point on Atchison, Topeka & 

Santa Fe Railway 2.3 miles southeast of Crane (double-run tie line by A. C. 

McCutchen in 1935)

T. 32 S., R. 15 E., at N. cor. sees. 29 and 30, 25 ft. S. and 15 ft. W. 

from junction of center lines of U. S. Highway 160 and T-rd. S., 6-in. 

N. of concrete guard post; chiseled square.____-_____-______..-_ 808. 21
34 SPIRIT LEVELING IN KANSAS, 1896 TO 1935

T. 32 S., R. 15 E., about 0.2 mi. E. of cor. sees. 20, 21, 28, and 29, 20 

ft. N. and 13 ft. W. from junction of center lines of U. S. Highway 160 

and T-rd. N., on W. head wall of concrete culvert at point 1.3 ft. *"««* 

NE. of SW. end of culvert; chiseled square-----..-------------- 800. 95

U. S. C. & G. S. standard disk stamped "A 244 1935"._.____.____. 808. 355

IOLA QUADRANGLE

[Latitude 37°30'-38°; longitude 95°-95°30'] 

AILEN, BOURBON, CEAWFOED, AND NEOSHO COUNTIES

From Parsons quadrangle north along Missouri-Kansas-Texas Railroad to 

Erie, thence north on roads to NW. cor. sec. 7, T. 24 S., R. 20 E. (by Fox Wood 

in 1903; leveled twice)

Erie, in E. wing of old courthouse; standard tablet stamped "892

lola" (tied to U. S. C. & G. S. in 1935)-____________ __________ 889. 717

T. 26 S., R. 20 E., in NE. cor. sec. 31, in N. end of stone pier at S. end

of iron bridge over Big Creek; aluminum tablet stamped "940 Iola"_ 940. 284

T. 25 S., R. 19 E., in SE. cor. sec. 36, in S. wall of schoolhouse; standard tablet stamped "1068 Iola"_______________________._______ 1, 068. 544

La Harpe, about 2 mi. E. of, in SE. cor. sec. 36, T. 24 S., R. 19 E.;

iron post stamped "1032 Iola"__-__-----___--____-_-_______-__ 1, 032. 520

Waverly School, at NW. cor. sec. 7, T. 24 S., R. 20 E., in NW. corner

of school building; standard tablet stamped "1059 Iola"_.________ 1, 059. 294

From Erie along road east 4 miles, thence east, north, west, and south along 

roads bounding Tps. 27 and 28 S., E. 21 E., thence west and back to Erie 

(by Fox Wood in 1930)

Erie, about 4 mi. E. of, 0.2 mi. E. of NW. cor. sec. 6, T. 29 S., R. 21

E., on N. side of schoolhouse; standard tablet stamped "896 Iola"_ 896. 637

Walnut, 1 mi. E., thence 2 mi. S. from, 0.2 mi. S. of NW. cor. sec. 31, 

T. 28 S., R. 22 E., on E. side of rd., on N. end of bridge over Big 

Walnut Creek, in rock abutment; standard tablet stamped "897 

lola" (tied to U. S. C. & G. S. in 1935)-______-_______'_________. 897. 701

Walnut, 1 mi. E., thence 3 mi. N. from, in SE. cor. sec. 36, T. 27 S.,

R. 21 E.; iron post stamped "952 lola" ---------------------- 952. 675

Porterville, in NE. corner of schoolhouse; aluminum tablet stamped

"1008 Iola"__---------___.__..-_--__-_ __-.________ 1,009. 110

Savonburg, in wall of schoolhouse; standard tablet stamped "1057 

lola" (as reset about 1918; tied to U. S. C. & G. S. in 1935)------ 1, 057. 234

Kimbal, 1 mi. S. of, in SE. cor. sec. 36, T. 27 &., R. 20 E.; iron post

stamped "1022 ioi»" (tied to U. S. C. & G. S. in 1935) --.----- 1, 022. 884

From Erie along roads west to point near west border of quadrangle, thence 

north and east by way of Humboldt and along north side of T. 26 S., R. 19 

E., to NE cor. sec. 1 (by Fox Wood in 1903)

Urbana, in wall of Ctmrch at its SE. corner; aluminum tabio* stamped

"954 Iola".____-__ ________ 954. 350

Urbana. 5 i»s. w. or, 1 mi. W., thence 2 mi. S. from Earleton, in SE.

cor. sec. 36, T. 28 S., R. 17 E,; iron post stamped "957 iola"___~ 957. 258 

Chanute, 2 Hli. W., thence 2 mi. S. from, in SE. cor. sec. 36, T. 27 S.,

R. 17 E.; iron post stamped "981 lola" (tied to U. S. C. & G. S.

in 1935)_________ ________________________________________ 981. Ill

T. 26 S., R. 18 E., in SW. cor. sec. 30, 1 mi. N. of Allen-Neosho

county line, in wall of schoolhouse at its SW. corner; aluminum

tablet stamped "953 Iola"_.---------------------------------- 953. 032
IOLA QUADRANGLE 35

Huraboldt, 3 mi. E. of, in wall of Central Avenue School at its NW. Feet 

corner; standard tablet stamped "976 Iola"______-__-._______- 976. 851

From Erie along road west 1.5 miles, thence north to NE. cor. T. 27 S., R. 19 E., 

thence west along Allen-Neosho county line to cor. sees. 1, 6, 31, and 38, 

Tps. 26 and 27 S., Rs. 18 and 19 E., thence south to point 1 mile east of 

Urbana (by Fox Wood in 1903)

T. 27 S., R. 19 E., in SE. cor. sec. 36, in wall of church at its NW.

corner; standard tablet stamped "100.4 lola"_-_____..---_-_-_-- 1, 003. 657 

T. 26'S., R. 18 E., in SE. cor. sec. 36, at Allen-Neosho county line;

iron post stamped "997 Iola".______________________________ 997. 331

North VaUey School, in SE. cor. sec. 36, T. 27 S., R. 18 E., in wall 

of schoolhouse at its SE. corner; standard tablet stamped "909 

lola" (tied to U. S. C. & G. S. in 1935)_ ____ _ __ 908. 305

From point near La Harpe east, north, and west along roads bounding T. 24 S., 

Es. 20 and 21 E., to Waverly School (by Fox Wood in 1903)

Moran, 1.5 mi. SE. of, in SE. cor. sec. 36, T. 24 S., R. 20 E.; iron post 

stamped "1091 lola" (tied to U. S. C. & G, S. in 1935)___________ 1, 091. 613

Bronson, about 2 mi. NE. of, in SE. cor. sec. 36, T. 24 S., R. 21 E.; 

iron post stamped "1062 Iola"____.-______________________ 1, 062. 248

T. 23 S., R. 21 E., in SE. cor. sec. 36; iron post stamped "1043 Iola"__ 1, 042. 962

Bayard, about 0.3 mi. E. of, in NE. cor. sec. 1, T. 24 S., R. 20 E., in

N. wall of schoolhouse; standard tablet stamped "1024 lola"___ 1, 024. 398

From point near La Harpe along roads generally west to point 5 miles west 

of lola, thence northeast and north to Waverly School (by Fox Wood in 1903)

lola, in NW. corner of Northup National Bank building; standard 

tablet stamped "968 lola"._____________________ _ ___________ 968. 745

Piqua, 2.3 mi. E. of, 5 mi. W. of lola, in SE. cor. sec. 25, T. 24 S.,

R. 17 E.; iron post stamped "1010 Iola"________-___._.__._. 1, 009. 977

Carlyle, 3 mi. W. of, in SE. cor. sec. 32, T. 23 S., R. 18 E.; iron post

stamped "1050 Iola"__ -- _-_____-_ ____ - 1, 050. 099

Carlyle, 1 mi. E. of, in NE. cor. sec. 1, T. 24 S., R. 19 E., in wall of 

schoolhouse at its NE. corner; standard tablet stamped "1022 

Iola"----_---_.__.____----__-_____._________________________ 1, 022. 077

Near Chanute (by I. V. Johnson in 1935; double-run tie line)

Chanute, about 3 mi. SW. of, 10 ft. N. and 17 ft. E. from center of 

crossroads at SW. cor. sec. 30, T. 27 S., R. 18 E., on concrete head 

wall of culvert; chiseled square._______________________________ 993. 98

U. S. C. & G. S. standard disk stamped "V 245 1934"._....._._.._ 965. 691

Near Walnut, on Atchison, Topeka & Santa Fe Railway (by I. V. Johnson 

in 1935)

Walnut, 1.2 mi. E. of, 10 ft. S. and 30 ft. W. from crossing of Ry. 

and rd., at Ry. culvert 26 A, on S. concrete head wall; chiseled 

square.____________________________________________________ 936. 92

Walnut, 1.5 mi. E. of, 12.5 ft. S. of tracks, at Ry. bridge 26 B, in W. 

end of concrete head wall at point 1 ft. below base of rail; chiseled 

cross and circle (Ry. B. M. 26 B)____________.________________ 938.55
36 SPIRIT LEVELING IN KANSAS, 1896 TO 1935

TjAKTN QUADRANGLE

[Latitude 37°30'-38°; longitude 101°-101°3<X] 

FINNEY, GRANT, HASKELI, AND KEARNY COUNTIES

From Garden City quadrangle west, southwest, and northwest along Atchison, Topeka & Santa Fe Railway into Syracuse quadrangle (by J. C. Barber 

in 1896)

Holcomb, 2.2 mi. W. of, 5.8 mi. E. of Deerfield, 1,100 ft. S. and

slightly W. of E. quarter cor. sec. 3, T. 24 S., R. 34 W., 1 ft. N. of fea 

wire fence on S. side of track; iron post stamped "G 4 2892"__ 2, 900. 132

Deerfield, 2.8 mi. E. of, 1,417 ft. S. of E. quarter cor. sec. 6, T. 24 

S., R. 34 W., 1 ft. N. of wire fence on S. side of track; iron post 

stamped "G 5 2908"._ 2, 916. 104

Deerfield, 2,200 ft. W. of sta., 6 ft. W. of line between sees. 10 and 11, 

T. 24 S., R. 35 W., 49 ft. S. of track; iron post stamped "G 6 2940". 2, 948. 158

Deerfield, 3.5 mi. SW. of, 3.7 mi. NE. of Lakin, at Ry. mileage 

420.62, 6 ft. W. of line between sees. 17 and 18, T. 24 S., R. 35 W., 

70 ft. S. of center line of private rd. N. of track, 40 ft. S. of main 

track; iron post stamped "G 7 2969" (as recovered by U. S. C. 

& G. S. in 1934) -_--....-_-_-_.._.-_-_---..-------------.- 2, 977. 028

Lakin, 1,700 ft. NE. of Ry. sta., 60 ft. E. of line between sees. 26 and 

27, T. 24 S., R. 36 W., 45 ft. SE. of track; iron post stamped "G 

8 2991". 2, 998. 968

Lakin, in front of telegraph office (as situated in 1896); top of rail___ 3, 001. 0

Lakin, 3.2 mi. SW. of, about 4 mi. NE. of Hartland, 1,050 ft. S. of 

NW. cor. sec. 5, T. 25 S., R. 36 W., 48 ft. NW. of track; iron post 

stamped "G 9 3013 3, 021. 008

Hartland, about 0.5 mi. E. of, 600 ft. N. of SE. cor. sec. 10, T. 25 S., 

R. 37 W., on N. side of fence, 52 ft. N. of tracks; iron post stamped 

"G 10 3040" (tied to U. S. C. & G. S. in 1935) . 3, 047. 928

Hartland, in front of telegraph office (as situated in 1896); top of rail. 3, 050. 0

Hartland, 2.8 mi. NW. of, 3.2 mi. SE. of Sutton, on line between sees. 

7 and 8, T. 25 S., R. 37 W., 65 ft. N. of track, on E. side of N.-S. 

wire fence; iron post stamped "G 11 3063".___________________ 3, 071. 162

Sutton, about 0.3 mi. W. of, 4.6 mi. SE. of Kendall, 650 ft. W. of E. 

side of sec. 3, T. 25 S., R. 38 W., 45 ft. S. of track; iron post stamped 

"G 12 3112" ........-.-.---._.__..._..._....._-....--... 3, 120. 129

From Lakin north 3 miles (by M. C. McFarlane in 1897; unchecked spur line) 

T. 24 S., R. 36 W., in SE. cor. sec. 3; iron post stamped "G 69 3125". 3, 133. 547

From Lakin along road south 2 miles, thence east along township-line road 

to Finney-Kearny county line (by M. C. McFarlane in 1897 and Nat Tyler, 

Jr., in 1898; unchecked spur line)

Lakin, opposite Lakin Hotel, 275 ft. NE. of A., T. & S. F. Ry. sta., at 

E. side of street crossing, 145 ft. N. of center line of track, near curb; 

iron post stamped "2993" (as recovered by U. S. C. & G. S. in - 

1934).._____ _ _ 3,001.431

Ti 25 8., R. 36 W., 40 ft. SE. of NW. cor. sec. 2; iron post stamped

"G 70 2990". __ ------ ---- - 2,007. 852

T. 25 S., R. 35 W., in NW. cor. sec. 6; iron post stamped "2975"..... 2, 983. 411 

T. 25 S., R. 35 W., in NW. cor. sec. 3; iron post stamped "2984"._ 2, 992. 448 

T. 25 S., R. 34 W., in NW. cor. sec. 6; iron post stamped "2967"__ 2, 974. 955
LAKIN QUADRANGLE 37

From Hartland along roads north 5 miles, thence west 3 miles (by M. C. McFarlane in 1897; first 5 miles double-rodded)

Hartland triangulation sta., about 2.5 mi. N. of village of Hartland,

35 ft. N. and 9 ft. E. from W. quarter cor. sec. 34, T. 24 S., R. 37 W.; *** 

iron post stamped "G 44 3249"_____________ _._____ 3, 256. 967

T. 24 S., R. 37 W., at NE. cor. sec. 21; iron post stamped "G 45

3.244"______________________________________________________ 3,251.978

T. 24 S., R. 38 W., at SE. cor. sec. 13; iron post stamped "G 46

3267"._..__.___________________________________________ 3,275. 169

From Syracuse quadrangle east along U. S. Highway 160 to Ulysses, thence 

north along State Highway 25 and other roads to Hartland (by M. C. McFarlane in 1897; double-rodded)

Ulysses, about 7 mi. W. of, at SE. cor. sec. 33, T. 28 S., R. 38 W.;

iron post stamped "G 35 3106" (recovered by U. S. C. & G. S. in

1935)..._.-......._.-.....-...._._...___..__._.._.....-._.-. 3,113. 324

Ulysses, 4 mi. SW. of, at SE. cor. sec. 36, T. 28 S., R. 38 W.; iron post

stamped "G 36 3049"..__.....__._.._.__._._.._._......._. 3, 055. 930

Ulysses, 1 mi. W. of, at SE. cor. sec. 29, T. 28 S., R. 37 W.; iron post

stamped "G 37 3050" (tied to U. S. C. & G. S. in 1935 9)_.-. 3,056. 523 

Ulysses, 2.5 mi. N. of, at SE. cor. sec. 9, T. 28 S., R. 37 W., 50 ft.

from center line of rd.; iron post stamped "G 38 3053" (as reset

in 1934 by Kansas Highway Commission)______________ 10 3, 060. 795

Ulysses, 4.5 mi. N. of, at SE. cor. sec. 33, T. 27 S., R. 37 W.; iron post

stamped "G 39 3060" ".._..__._._.._ __..._._ _....__ > 3, 067. 409 

T. 27 S., R. 37 W., at NW. cor. sec. 22, 50 ft. from center line of rd.;

iron post stamped "G 40 3055" (as reset in 1934 by A. L.

Bailer).._________________________________________________ « 3, 061. 045

T. 26 S., R. 37 W., at SE. cor. sec. 33, on Kearny-Grant county line;

iron post stamped "G 41 3069"_________.__________ 3, 075. 948 

T. 26 S., R. 37 W., near SE. cor. sec. 16, 120 ft. W. of highway; iron

post stamped "G 42 3048". ___ __________________________ 3, 055. 577

T. 25 S., R. 37 W., near S. side of sec. 35, W. of highway; iron post

stamped "G 43 3039"_-_-_---___-_--______-_--_____-____-. 3, 045. 929

From intersection of Grant-Kearney county line and State Highway 25 east 

along Grant-Kearny and Finney-Haskell county lines to sec. 34, T. 26 S., 

R. 34 W. (by M. C. McFarlane in 1897; unchecked spur line)

T. 26 S., R. 36 W., at SW. cor. sec. 31; iron post stamped "G 47

3080"--_--------------__-----__--------__-__----___-.____- 3,086.835

T. 26 S., R. 36 W., at SW. cor. sec. 33; iron post stamped "G 48

3084"____________________________________________________ 3,090.826

T. 26 S., R. 35 W., near SW. cor. sec. 31; iron post stamped "G 49

3098"----__---__-----_----_----_--_-_--__-__-_--__--____-_- 3, 104. 986 

T. 26 S., R. 35 W., near SW. cor. sec. 34; iron post stamped "G 66

3026"__--______-_-________._--_____--______-_--_-_______-_. 3,033.438

T. 26 S., R. 34 W., about 620 ft. E. of SW. cor. sec. 31; iron post

stamped "G 67 3010"_______.__.____________________________ 3, 017. 108

T. 26 S., R. 34 W., near SW. cor. sec. 34; iron post stamped "G 68

2990"----.--------.--.-------.-------..-------------------_ 2,997. 238

 In 1935, when this tie was made, the top of the cap on the iron post was slightly bent.

10 The elevation of this benchmark as reset is 0.635 ft. higher than its original elevation.

11 A. L. Bailer reported in 1934 that this post had been removed.

» The elevation of this benchmark as reset is 0.881 ft. lower than its original elevation. The post was 

loose when Mr. Bailer found it, necessitating its resetting.
38 SPIRIT LEVELING IN KANSAS, 1896 TO 1935

From intersection of Grant-Kearny county line and State Highway 25 west 

along county line to sec. 33, T. 26 S., R. 38 W. (by M. C. McFarlane in 1897; 

unchecked spur line)

T. 26 S., R. 38 W., at SE. cor. sec. 36; iron post stamped "G 50 *"««* 

3089".___-_____-__________________-______---_-_---.__---___ 3, 096. 193

T. 26 S., R. 38 W., at SE. cor. sec. 33; iron post stamped "G 51

3177"- - 3, 184. 377

From point on State Highway 25 4.5 miles north of Ulysses east along township 

line 18 miles (by M. C. McFarlane in 1897; unchecked spur line)

T. 27 S., R. 36 W., at SW. cor. sec. 31; iron post stamped "G 52

3016". ._ _ _ _ 3, 023. 155 

T. 27 S., R. 36 W., at SW. cor. sec. 34; iron post stamped "G 53

3094" _______ _ __________ _ __ ___ _ 3, 100. 834

T. 27 S., R. 35 W., at SW. cor. sec. 31; iron post stamped "G 54

3119" .- - __ _ 3, 125. 566 

T. 27 S., R. 35 W., at SW. cor. sec. 34; iron post stamped "G 63

3076" _ 3,083.050

T. 27 S., R. 34 W., at SW. cor. sec. 31; iron post stamped "G 64

3054".._.. __ _ 3,061.294

T. 27 S., R. 34 W., at SW. cor. sec. 34; iron post stamped "G 65

3074".._..._____.__._.___.._______._.____.___._.___._._____ 3,080.896

From point on State Highway 25 4.5 miles north of Ulysses west along townshipline road into Syracuse quadrangle (by M. C. McFarlane in 1897; part of 

unadjusted line closing 1.475 ft. low at point 1 mile south of Floto)

T. 27 S., R. 38 W., at SE. cor. sec. 36; iron post stamped "G 55

3078" 3,085. 254

T. 27 S., R. 38 W., at SE. cor. sec. 33; iron post stamped "G 56

3092"_.____________________________________________________ 3, 098. 814

From Ulysses east along U. S. Highway 160 (township-line road) 18 miles 

(by M. C. McFarlane in 1897; partially checked spur line)

T. 28 S., R. 36 W., at SW. cor. sec. 31; iron post stamped "G 57

3059".___________________________________________________ 3, 066. 156

T. 28 S., R. 36 W., at SW. cor. sec. 34; iron post stamped "G 58

3048"_____________________.________________________________ 3,054.591

T. 28 S., R. 35 W., at SW. cor. sec. 31; iron post stamped "G 59

3048"____._._._._._. _ _ 3, 054. 564 

T. 28 S., R. 35 W., at SW. cor. sec. 34; iron post stamped "G 60

3020"____-_________________________________________________ 3, 027. 336

T. 28 S., R. 34 W., at SW. cor. sec. 31; iron post stamped "G 61

3007"____________________________________________,_________ 3,013.714

T. 28 S., R. 34 W., at SW. cor. sec. 34; iron post stamped "G 62

2999"______-___.______.____________________________________ 3, 006. 291

From intersection of U. S. Highway 160 and Grant-Haskell county line south 

along county line 3 miles, thence west 9 miles, thence north to point on U. S.

Highway 160 about 8 miles east of Ulysses (by Nat Tyler, Jr., in 1898) 

T.29 S., R. 34-W., near SW. cor. sec. 18; iron post stamped "3020"._ 1S 3, 027. 186

T.29S.,R.35W.,atSE. cor. sec. 16; iron post stamped "3010".____ 3,016. 932 

T. 29 S., R. 35 W., at SW. cor. sec. 18; iron post stamped "3023" 3, 029. 875 

T. 29 S., R. 36 W., at SE. cor. sec. 16; iron post stamped "3016"- 3, 022. 617

18 The accuracy of these figures is doubtful.
LAWRENCE QUADRANGLE 39

From point on U. S. Highway 160 about 3 miles east of Ulysses south along road 

3 miles (by Nat Tyler, Jr., in 1898; unchecked spur line)

Feet

T. 29 S., R. 36 W., in SW. cor. sec. 18; iron post stamped "2978"___ 2, 984. 676

From point on U. S. Highway 160 about 3 miles west of Ulysses south along 

range line 3 miles (by Nat Tyler, Jr., in 1898)

T. 29 S., R. 37 W., in SW. cor. sec. 18; iron post stamped "3098"___ 3, 104. 889

LAWRENCE QUADRANGLE

[Latitude 38°30'-390 ; longitude 95°-95°30'] 

DOUGLAS, JOHNSON, AND LEAVENWORTH COUNTIES

From Olathe No. 2 quadrangle near De Soto west and south along roads to 

point 1 mile south of Prairie Center, thence east along Olathe road and back 

into Olathe No. 2 quadrangle (by T. B. Matthews in 1935)

Morning Star School, 1.0 mi. N. of, 1.6 mi. SW. of De Soto, at cor. 

sees. 29, 30, 31, and 32, T. 12 S., R. 22 E., 25 ft. N. and 30 ft. E. 

from center of crossroads, 6 ft. E. and 1 ft. S. from SW. corner of 

fence around yard, in root on E. side of 20-in. elder tree; copper 

nail and washer.____________________________________________ 886. 57

Morning Star School, at cor. sees. 5, 6, 31, and 32, Tps. 12 and 13 S., R. 

22 E., 50 ft. N. and 200 ft. E. from center of crossroads, in school 

yard, in concrete post; standard tablet stamped "M 9 1935 932"_ 931. 628

Reference mark, 250 ft. W. and 110 ft. N. from tablet, 3 ft. W. of 

wire fence, in root on E. side of 18-in. elm tree; copper nail and 

washer.._______________________________________________ 930. 96

Morning Star School, 1.0 mi. S. of, 1.5 mi. NE. of Lexington Cemetery, at cor. sees. 5, 6, 7, and 8, T. 13 S., R. 22 E., 10 ft. N. of 

junction of State Highway 10 and T-rd. N., on N. lip of curb of concrete pavement of highway; chiseled square._----_______________ 944. 68

Lexington Cemetery, 1.0 mi. N. of, at quarter cor. between sees. 6 

and 7, T. 13 S., R. 22 E., 10 ft. N. of junction of State Highway 10 

and T-rd. S., on N. lip of curb of concrete pavement of highway; 

chiseled square._____________________________________________ 932. 14

Lexington Cemetery, at quarter cor. between sees. 7 and 18, T. 13 S., 

R. 22 E., 70 ft. N. and 215 ft. E. from center of crossroads, in 

cemetery at point 2 ft. E. of its W. fence, in concrete post; standard 

tablet stamped "M 10 1935 938".____________________________ 938. 189

Reference mark, 670 ft. S. and 205 ft. W. from tablet, 10 ft. E. of 

center line of rd., on E. head wall of concrete culvert; chiseled 

square.____________________________________________________ 924. 98

Lexington Cemetery, about 1 mi. S. of, 340 ft. S. and 10 ft. W. from 

approximate quarter cor. between sees. 18 and 19, T. 13 S., R. 

22 E., 10 ft. W. of center line of rd., on W. head wall of concrete 

culvert; chiseled square.______________________________________ 906. 29

Lexington Cemetery, 1.3 mi. S. of, 1.6 mi. N. of Prairie Center, at 

approximate center of sec. 19, T. 13 S., R. 22 E., 220 ft. N. of 

junction of T-rd. W., 15 ft. W. of center line of N.-S. rd., on W. 

head wall of,concrete culvert; chiseled square.__________________ 909. 08

Prairie Center, 1.0 mi. N. of, at quarter cor. between sees. 19 and 30, 

T. 13 S., R. 22 E., 30 ft. N. and 20 ft. E. from center of crossroads, 

in base of 6-in. hedge tree; copper nail and washer._____________ 939. 13
40 SPIRIT LEVELING IN KANSAS, 1896 TO 1935

Prairie Center, at quarter cor. between sees. 30 and 31, T. 13 S., R. 22 

E., in yard surrounding dwelling of W. G. Rice, 110 ft. S. and 30 ft. W. 

from center of crossroads, in concrete post; standard tablet stamped Feet 

"M 11 1935 936"_____--_-__ _- __ _ _ _ 936.474

Reference mark, 95 ft. N. and 540 ft. E. from tablet, on S. head wall of

concrete culvert; chiseled square_____________________________ 936. 12

Prairie Center, 1.0 mi. S. of, at quarter cor. between sees. 6 and 31, 

Tps. 13 and 14 S., R. 22 E., 35 ft. S. and 10 ft. W. from junction of 

T-rd. N., in hedgerow, in root on E. side of 16-in. hedge tree; copper 

nail and washer____________________________________________ 959. 57

From Olathe No. 2 quadrangle west and south along roads to point near Edgerton, 

thence east along Edgerton-Ocheltree road and back into Olathe No. 2 quadrangle 

(by T. B. Matthews in 1935)

Gardner, 4.0 mi. W. of, about 3.5 mi. N. and E. from Edgerton, at cor. 

sees. 19, 20, 29, and 30, T. 14 S., R. 23 E., 90 ft. N. and 20 ft. W. 

from center of crossroads, 3 ft. E.of wire fence, in root on SE. side 

of 24-in. walnut tree; copper nail and washer__________________ 1,028.07

Edgerton, 2.5 mi. N. and E. from, at cor. sees. 29, 30, 31, and 32, T. 

14 S., R. 22 E., 45 ft. N. and 30 ft. E. from center of crossroads, 

3 ft. E. of hedge fence around yard, in root on W. side of 16-in. 

walnut tree; copper nail and washer.__________________________ 1, 059. 06

Edgerton, 1.5 mi. N. and E. from, at cor. sees. 5, 6, 31, and 32, Tps. 

14 and 15 S., R. 22 E., 310 ft. N. and 10 ft. W. from center of crossroads, on W. head wall of concrete culvert; chiseled square________ 1, 015. 98

Edgerton, about 0.5 mi. along Atchison, Topeka & Santa Fe Ry. 

NE. of, 126 ft. N. and 12 ft. E. from grade crossing of E.-bound 

main-line tracks, 45 ft. S. and 200 ft. E. from intersection of U. S. 

Highway 50 and N.-S. rd., 1 ft. S. of right-of-way fence line, in concrete post; standard tablet stamped "16 M 1935 981"_______ 981. 731

UBAVENWOBTH QUADRANGLE "

[Latitude 39°15'-39°30'; longitude 94°45'-95°J 

ATCHISON AND IEAVENWOBTH COUNTIES

From leavenworth northwest along Union Pacific Railroad to Hund (by G. E. 

Eeebink in 1908)

Leavenworth, on SE. corner of 3d and Cherokee Streets, on Cherokee 

Street side of brick building occupied by Rohlfing Bros., grocers, on

W. end of atone window sill; U. S. C. E. copper bolt designated

"252"____________-____________-_---__ .... 785.845

Hund, 4O ft. S. Of Union Pacific R. R. track, 2O ft. W. of wagon rd.;

iron post stamped "834"_ 832. oil

From Bonner Springs quadrangle near Little Stranger Church northeast and east 

along roads to Richardson, thence south along road by way of Lansing and back 

into Bonner Springs quadrangle (by R. F. Gallup in 1934)

Hazel Dell School, 0.6 mi. SW. of, 1.2 mi. NE. of Little Stranger

Church, about soo ft. W. and 880 ft. S. from Quarter cor. between

sees. 21 and 22, T. 9 S., R. 22 E., in root on S. side of wild-cherry tree;nail and wasHer.____,..-.«- 95*28

Hazel Dell School, 0.1 mi. NE. of, about 465 ft. N. of S. line of sec. 15,

T. 9 S., R. 22 E., in root on E. side of elm tree; nail and washer_ 891. 56

" Fart of this quadrangle lies in Missouri*
MOUND CITY NO. 1 QUADRANGLE 41

Hazel Dell School, 0.5 mi. NE. of, 2.5 mi. W. of Richardson, in center

of sec. 15, T. 9 S., R. 22 E., about 40 ft. E. and 55 ft. S. from center *"««< 

of crossroads, on hedge stump in E. fence line; nail and washer____ 946. 15

Richardson, 2 mi. W. of, 0.9 mi. N. of Brighton, at quarter cor. between sees. 14 and 15, T. 9 S., R. 22 E., about 22 ft. W. and 28 ft. 

S. from junction of T-rd. S. to Brighton, inside fence corner, in 

concrete post; standard tablet stamped "1 G 1934 900"_____ 900. 153

Reference mark, about 28 ft. N. and 10 ft. E. from tablet, on N. end 

of culvert; chiseled square__-___-________-____________-_------ 900. 38

Richardson, 1.5 mi. W. of, near SW. cor. of NEJ4 sec. 14, T. 9 S., R. 

22 E., about 20 ft. N. and 60 ft. E. from center of crossroads, on concrete curb on S. side of wall platform; chiseled square____-__--_-_ 934. 31

Richardson, 1.0 mi. W. of, at quarter cor. between sees. 13 and 14, T. 

9 S., R. 22 E., 15 ft. S. and 15 ft. E.'from center of crossroads, on 

top of concrete curb; chiseled square___________________-_-_--_- 940. 29

Richardson, 0.5 mi. W. of, in center of sec. 13, T. 9 S., R. 22 E., in

NE. angle of street junction, on top of curb; chiseled square_______ 880. 25

Richardson, at quarter cor. on W. side of sec. 18, T. 9 S., R. 23 E., 

8 ft. S. and 26 ft. E. from intersection of Leavenworth-Lansing 

(N.-S.) and E.-W. rds., in concrete step in front of store; chiseled 

square..-_-___-__________________________ 838. 40

Richardson, 0.5 mi. S. of, 0.5 mi. N. of Lansing, about 95 ft. N. and 

18 ft. E. from SW. cor. sec. 18, T. 9 S., R. 23 E., on top of concrete 

curb;chiseled square._-_-_-____________-_________-_-_-_------ 832. 85

Lansing, about 30 ft. W. of quarter cor. on E. side of sec. 24, T. 9 S.,

R. 22 E., in concrete post; standard tablet stamped "2 G 1934 796". 795. 457

Reference mark, about 495 ft. S. and 20 ft. E. from tablet, at highway 

bridge (over Sevenmile Creek?), on S. end of W. concrete girder; 

chiseled square.___________________________________l_-___-_-_ 804. 92

MOUND CITY NO. 1 QUADRANGLE »

[Latitude 38°15'-38°30'; longitude 94°30'-94°45'] 

LINN AND MIAMI COUNTIES

From point on Kansas-Missouri State line near Amsterdam, Mo., south along 

State-line road into Mound City No. 4 quadrangle (by H. P. Jones in 1934}

T. 41 N., R. 33 W. (Mo.), at W. closing cor. fractional sees. 19 and 30, 

25 ft. N. and 126 ft. E. from junction of center lines of State-line rd. 

and T-rd. E., 2 ft. N. and 3 ft. W. from telephone pole, in concrete 

post; standard tablet stamped "CWA 316 1934 896" (in Mo.)._ 896. 148

T. 41 N., R. 33 W. (Mo.), about 600 ft. N. of W. closing cor. fractional 

sees. 30 and 31, in E. head wall of concrete culvert; chiseled square 

(in Mo.)- - . .. 869. 44

T. 20 S., R. 25 E., near E. closing cor. sees. 11 and 14, 20 ft. S. and 

10 ft. W. from junction of center lines of State line rd. and T-rd. 

W., on top of head wall of concrete culvert; chiseled square.______ 887. 62

T. 40 N., R. 33 W. (Mo.), about 0.2 mi. N. of S. line of fractional 

sec. 6, 35 ft. N. and 18 ft. E. from junction of center lines of Stateline rd. and T-rd. W., 2 ft. E. of fence, in concrete post; standard 

tablet stamped "CWA 301 1934 875" (in Mo.)_..._... ... 875286

18 Part of this quadrangle lies in Missouri.
42 SPIRIT LEVELING IN KANSAS, 1896 TO 1935

T. 40 N., R. 33 W. (Mo.), at W. closing cor. fractional sees. 7 and 18, 

115 ft. S. and 10 ft. E. from junction of center lines of State-line rd. 

and T-rd. E., on top of head wall of concrete culvert; chiseled square Feet 

(in Mo.)- ----- - -- - - - 834. 98

T. 20 S., R. 25 E., in fractional sec. 35 [T. 40 N., R. 33 W. (Mo.), about 

0.2 mi. N. of W. closing cor. sec. 18 and long sec. 20], 10 ft. N. and 

12 ft. W. from junction of center lines of State-line rd. and T-rd. W., 

on top of head wall of concrete culvert; chiseled square._________ 825. 11

T. 40 N., R. 33 W. (Mo.), near W. closing cor. long sees 20 and 29, 60 

ft. N. and 29 ft. E. from junction of center lines of Missouri Highway 

52 [Kansas Highway 56] and State-line rd., 3 ft. N. and 3 ft. E. 

from corner fence post, in concrete post; standard tablet stamped 

"CWA315 1934 825" (in Mo.) 824.451

MOUND CITY NO. 4 QUADRANGLE »

[Latitude 38°-38°15'; longitude 94°30'-94°45'] 

BOURBON AND LINN COUNTIES

From Mound City No. 1 quadrangle south along Missouri-Kansas State-line 

road to its junction with road east across Duncans Creek, thence east along 

latter road into Missouri (by H. P. Jones in 1934)

T. 21 S., R. 25 E., near E. closing cor. fractional sees. 1 and 12 [T. 40 

N., R. 33 W. (Mo.), about 0.2 mi. N. of closing cor. long sees. 29 and 

32], 10 ft. S. and 15 ft. W. from junction of State-line rd. and T-rd. 

W., on top of head wall of concrete culvert; chiseled square__--_._ 826. 79

Tps. 39 and 40 N., R. 33 W. (Mo.), at W. closing cor. of township line, 

50 ft. N. and 20 ft. E. from junction of State-line rd. and T-rd. E., 

in root on W. side of 14-in. elm tree; copper nail and washer (in 

Mo.)__ _ _ __ ________ _________ 786.82

T. 39 N., R. 33 W. (Mo.), 1.1 mi. S. of NW. cor. large sec. 6, 36 ft. S. 

and 119 ft. W. from SW. corner of farmhouse of Mrs. Zella Hall, 

16 ft. S. and 41 ft. W. from 30-in. cottonwood tree, 29 ft. E. of

center line of State-line rd., in concrete post; standard tablet

damped "CWA 308 1934 785" (in Mo.)_ 785.013

T. 39 N., R. 33 W. (Mo.), at W. closing cor. wide sees. 6 and 7, 20 ft. S. 

and 15 ft. E. from center of crossing of State-line rd. and Missouri 

Pacific R. R., at base of crossing signpost, 1 ft. above ground; 

horizontal spike (in Mo.)_____________________________________ 799. 50

T. 39 N., R. 33 W. (Mo.), at W. closing cor. wide sees. 19 and 30, 26 ft. 

S. and 19 ft. E. from junction of center lines of State-line rd. and 

T-rd. E., 3 ft. S. and 3 ft. E. from corner fence post, in concrete post; 

standard tablet stamped "CWA 3017 1934 905" (in Mo.)------ 905. 563

T. 22 S., R. 25 E., in sec. 13 [T. 39 N., R. 33 W. (Mo.), near W. closing 

cor. wide sees. 30 and 31], 80 ft. S. and 50 ft. W. from junction of 

State-line rd. and T-rd. E., 30 ft. W. of hedgerow, in root on SE. side 

Of 12-ilL elm treej copper nail and washer..__.__.___.--.---.-__ 873. 47

T. 22 S., R. 25 E., near SE. cor. fractional sec. 13 [T. 39 N., R. 33 W. 

(Mo.), near W. quarter cor. sec. 31], 100 ft. N. and 10 ft. W. from 

junction of State-line rd. and T-rd. W., in top of head Wall of concrete culvert; chiseled square__..___ _ ------ 845. 71

19 Part of this quadrangle lies in Missouri.
OAK MILLS QUADRANGLE 43

T. 22 S., R. 25 E., near SE. closing cor. fractional sec. 34 [T. 38 N., 

R. 33 W. (Mo.), at W. quarter cor. sec. 6], 15 ft. N. and 10 ft. W. 

from junction of State-line rd. and T-rd. W., in top of head wall of ^««< 

concrete culvert; chiseled square._____________________________ 869. 84

T. 38 N., R. 33 W. (Mo.), at W. closing cor. wide sees. 6 and 7, 23 ft. 

S. and 22 ft. E. from junction of center lines of State-line rd. and 

T-rd. E., 3 ft. S. and 3 ft. E. from corner fence post, in concrete 

post; standard tablet stamped "CWA 287 1934 863" (in Mo.)-- 863. 469

T. 38 N., R. 33 W. (Mo.), at W. closing cor. wide sees. 7 and 18, 15 ft. 

S. and 25 ft. E. from junction of State-line rd. and T-rd. E., in top 

of head wall of concrete culvert; chiseled square (in Mo.)________ 905. 29

T. 38 N., R. 33 W. (Mo.), at W. closing cor. wide sees. 18 and 19, 20 

ft. N. and 20 ft. E. from junction of State-line rd. and T-rd. E., in 

root on S. side of 18-in. maple tree; copper nail and washer (in Mo.) _ 873. 62

T. 38 N., R. 33 W. (Mo.), at W. closing cor. wide sees. 19 and 30, 24 

ft. S. and 20 ft. E. from junction of center lines of State-line rd. and 

right-of-way of closed T-rd. E. (along Bates-Vernon county line), 

3.5 ft. S. and 3.5 ft. E. from corner fence post, in concrete post; 

standard tablet stamped "CWA 314 1934 875" (in Mo.)- 875. 198

T. 23 S., R. 25 E., in sec. 13 [T. 38 N., R. 33 W. (Mo.), at W. closing 

cor. wide sees. 30 and 31], 40 ft. S. and 25 ft. W. from junction of 

State-line rd. and T-rd. E., in root on N. side of 16-in. maple tree; 

copper nail and washer.______________________________________ 850. 59

T. 23 S., R. 25 E., in sec. 24 [Tps. 37 and 38 N., R. 33 W. (Mo.), near 

W. closing cor. wide sees. 6 and 31], 100 ft. S. and 15 ft. W. from 

junction of State-line rd. and T-rd. E., in root on E. side of 14-in. 

mulberry tree; copper nail and washer_____----_----_-__._____ 887. 21

T. 37 N., R. 33 W. (Mo.), at W. closing cor. wide sees. 6 and 7, 22 ft. 

N. and 28 ft. E. from junction of center lines of State-line rd. and 

T-rd. E., 3 ft. N. and 4 ft. E. from 'corner fence post, in concrete 

post; standard tablet stamped "CWA 304 1934 834" (in Mo.)__ 833. 943

T. 37 N., R. 33 W. (Mo.), at W. quarter cor. wide sec. 7, 35 ft. N. and 

15 ft. E. from junction of State-line rd. and T-rd. E., in root on N. 

side of 9-in. willow tree; copper nail and washer (in Mo.)________ 788. 21

OAK MILLS QUADRANGLE"

[Latitude 39°15'-39030/; longitude 95°-95°15'] 

ATCHISON, JEFFERSON, AND IEAVENWOETH COUNTIES

From Oskaloosa No. 4 quadrangle near Murray Creek along roads generally 

north to Oak Mills (by S. K. Atkinson in 1906)

Gospel Tabernacle, 0.4 mi. N. of, about 6.7 mi. NW. of Lansing and 

6.9 mi. SW. of Richardson, 1.0 mi. S. of High Prairie School, in NE. 

cor. sec. 24, T. 9 S., R. 21 E., at crossroads, 50 ft. W. of bridge 92, 

on S. side of rd.; iron post stamped "972" (reported by R. F. Gallup 

in 1934 as disturbed).._______________________________ 971. 704

Reference mark, 80 ft. E. of above-mentioned iron post, on W. end of 

SW. wing wall of concrete arch bridge (over Murray Creek?); 

chiseled square (by R. F. Gallup in 1934)____._--_._________._ 968. 96

High Prairie School, at crossroads near, in NW. cor. sec. 18, T. 9 S.,

R. 22 E., on limestone; chiseled square.________________________ 1, 073. 46

17 Part of this quadrangle lies in Missouri.
44 SPIRIT LEVELING IN KANSAS, 1896 TO 1935

High Prairie School, 2.0 mi. N. of, about 4.7 mi. W. of Leavenworth,

in NW. cor. sec. 31, T. 8 S., R. 22 E., at intersection of rds. in Feet 

hollow, in stone; aluminum tablet stamped "924"_______________ 923. 975

Lowemont, about 0.4 mi. NW. of, about 0.3 mi. W. and 0.2 mi. S. from 

Atchison, Topeka & Santa Fe Ry., in center of sec. 3, T. 8 S., R. 21 

E., at center of crossroads, in limestone marker at NE. corner of 

Squire's place; aluminum tablet stamped "1098" (reported disturbed)-..-..--------.---...________________________________ 1, 096. 933

Lowemont, 1.2 mi. N. of, 0.8 mi. N. of A., T. & S. F. Ry., in center of 

sec. 34, T. 7 S., R. 21 E., on W. side of rd., on piece of limestone; 

chiseled square__--_--_-____-_._________._____________.______ 1, 084. 60

Oak Mills, 2.2 mi. SW. of, 0.7 mi. S. of School 38, at quarter cor. between sees. 23 and 24, T. 7 S., R. 21 E., in NW. corner of Joe Adams 

place, at SE. corner of crossroads; iron post stamped "1008"--___- 1, 006. 561

Oak Mills, at place of John Davitz, in front yard, 19 ft. below store 

and 2 ft. inside tight board fence; cap on iron pipe (Missouri River 

Commission B. M. designated "264 821")----------.------- 783.850

From Oskaloosa No. 4 quadrangle near Murray Creek north along road to point 

near bridge 92 over same creek (by R. F. Gallup in 1934; double-run tie 

line)

Gospel Tabernacle, about 6.5 mi. W. of Lansing, near quarter cor. on 

W. side of sec. 19, T. 9 S., R. 22 E., about 0.4 mi. S. of concrete arch 

bridge (over Murray Creek?), at approximate center of junction of 

T-rd. E., on top of W. end of N. step of church; chiseled square..-. 976. 09

Gospel Tabernacle, about 0.4 mi. N. of, in SW. cor. sec. 18, T. 9 S., 

R. 22 E., 67.7 ft. NW. of concrete arch bridge (over Murray Creek?) 

68 ft. NE. of iron post stamped "972", in concrete post; standard 

tablet stamped "6 G 970 1934"______._______________________ 969. 952

Reference mark, 90 ft. NE. of tablet, in root on E. side of elm tree;

copper nail and washer________..-___.-___________________..-- 969. 46

From Leavenworth quadrangle near Hund west along Union Pacific Railroad 

to point 2 miles west of Lee (by G. E. Heebink in 1909)

Easton, at intersection of Riley Street and main N.-S. rd., on SW.

corner of property of H. Boyle; iron post stamped "904"_________ 902. 231

Easton, 0.3 mi. W. of intersection of Riley Street with main N.-S. rd.,

at end of Riley Street, in stone step of Methodist Episcopal Church;

aluminum tablet stamped "909"_________-_______-___---_--__ 907. 382

Lee, 2 mi. W. of, about 7 mi. W. of Easton, at quarter cor. between

sees. 18 and 19, T. 8 S., R. 20 E.; iron post.-----.--..------ 1, 170. 119

From Oak Mills southwest along roads to point 2 miles east of Potter, thence 

south along main road near Stranger Creek into Oskaloosa No. 4 quadrangle 

(leveled twice; by S. E. Atkinson in 1906 and G. £. Heebink in 1909)

Oak Mills, 1.5 mi. S. and 1.5 mi. W. from, on quarter-section-line rd.

at Corner Of property of Henry Paseway; top of large granite boulder. 1, 026. 49 

Oak Mills, 1.5 mi. S. and 3.5 mi. W. from, at quarter cor. on E. side of

sec. 21, T. 7 S., 'R. 21 E., at ex-oasroads; iron post stamped "1O54" 1, O52. 745

Potter, 2 mi. E. of, in SE. cor. NE^ sec. 19, T. 7 S., R. 21 E., at crossroadsj iron post stamped "1008".... 1,006.340

Easton, about 3.5 mi. N. of, on W. side of main pike, in front of farmhouse of Henry Seute; center of top of large stone...-------.---- 995. 78

Easton, about 3 mi. N. of, 0.2 mi. E. of Millwood, at fork in rd. near

mail box of Max Blecher; iron post stamped "924".___-__--._ 922. 970
OLATHE NO. 1 QUADRANGLE 45

Easton, about 1 mi. S. of, on SE. corner of bridge 179 (over Dawson *"««<

Creek?); bolt......._______________________________________ 886. 17

Easton, about 2.5 mi. S. of, 4 mi. N. of Springdale, at dwelling of

W. A. Hastey; SW. corner of front door step......_...._.__ 922. 33

Springdale, 2.1 mi. by rd. N. of, on W. side of rd., on NW. side of white

house on E. side of rd., in root of tree; 40-penny nail__-____-_____ 879. 92 

Springdale, on N. side of main E.-W. rd., in front of residence of John

McQuillan; iron post stamped "1048"..______..-__-__-___----___ 1, 044. 961

From Oskaloosa No. 4 quadrangle north along roads near west border of Oak 

Mills quadrangle into Sugar lake quadrangle (by G. E. Heebink in 1908 and 

1909)

Edmunds Church, 50 ft. from corner fence post, in root of 7-in. elm

tree; 40-penny nail______--__----__--__-_---__-__________ 1, 062. 40

T. 9 S., R. 20 E., 35 ft. N. and 15 ft. E. from quarter cor. between sees. 

18 and 19, on E. side of N.-S. rd.; iron post stamped "Prim Trav Sta 

No 7 1906" (tied to U.S.C.&G.S. line in 1935)___J_____________ 1,090.942

Tps. 8 and 9 S., R. 20 E., at quarter cor. between sees. 6 and 31; iron 

posi........................................................ 1, 088. 867

Tps. 8 and 9 S., Rs. 19 and 20 E., at cor. sees. 1, 6, 31, and 36, at crossroads; topof corner stone____.____-______--_-___-___--_________ 1, 098. 97

T. 8 S., Rs. 19 and 20 E., at cor. sees. 25, 30, 31, and 36; top of corner 

stone......___..____.__________._._.________ 1, 122. 19

T. 8 S., R. 20 E., at quarter cor. between sees. 18 and 19; iron post. ____ 1, 170. 119

Corpus Christi Church, 1 mi. W. of, in Tps. 7 and 8 S., Rs. 19 and 20 E.;

iron post stamped "Prim Trav Sta No 9 1906"______--_____-____ 1, 091. 013

T. 7 S., Rs. 19 and 20 E., at cor. sees. 19, 24, 25, and 30, at junction of 

T-rd., in root of 8-in. locust tree; 40-penny nail. __________________ 1, 044. 80

T. 7 S., R. 19 E., at quarter cor. between sees. 13 and 24, on E. side of

N.-S.rd., 10ft. from corner fence post; iron post_ _________________ 990. 625

T. 7 S., R. 19 E., at quarter cor. between sees. 12 and 13, in root on W. 

side of tree; 40-penny nail.______________--_-----_-_______--___ 1, 085. 81

Cummings, 1 mi. N. of, at quarter cor. between sees. 1 and 36, Tps. 6 

and 7 S., R. 19 E., in yard adjoining house, at junction of T-rd.; iron 

post________________________________..____ 1,062. 557

Near southwest corner of quadrangle (by I. V. Johnson in 1935)

T. 9 S., R. 19 E., 0.3 mi. E. of cor. sees. 13, 14, 23, and 24, 35 ft. N. of 

center line of rd., at bottom of draw, in center of N. concrete head 

wall of culvert; chiseled square______--____----_-_------_--_-___ 1, 093. 90

OLATHE NO. 1 QUADRANGLE »>

[Latitude 38°45'-39°; longitude 94°30'-94°45'] 

JOHNSON COUNTY

From Armourdale quadrangle at point on Shawnee Mission Road near Prairie 

School south along roads near Kansas-Missouri State line to Oxford School, on 

Olathe Road (by I. V. Johnson in 1933; leveled twice)

Prairie School, 1.0 mi. S. of, 1.0 mi. N. of Corinth School, at quarter 

cor. between sees. 21 and 22, T. 12 S., R. 25 E., 44 ft. E. and 22 ft. S. 

from center of crossroads (intersection of 75th Street and Shawnee 

Mission Road), inside fence, in field, in concrete post; standard 

tablet stamped" 17 J 1933 1018"__--__-___-___.________ 1,017. 666

18 This 15-minute quadrangle, part of which lies in Missouri, includes the Orandview and Belton 

7H-minute quadrangles.
46 SPIRIT LEVELING. IN KANSAS, 1896 TO 1935

Reference mark, 55 ft. N. and 30 ft. E. from center of crossroads, in Feet 

root on W. side of 30-in. maple tree; copper nail and washer.._______ 1, 015. 29

Corinth School, about 120 ft. NW. of corner of, at quarter cor. between 

sees. 27 and 28, T. 12 S., R. 25 E., 20 ft. S. and 23 ft. W. from center 

of crossroads, in root on E. side of giant tree; copper nail and 

washer.-..--------_-_--_-------____-_____________--________ 934. 87

Corinth School, about 0.5 mi. S. of, 1.6 mi. N. of Linwood School, at cor. 

sees. 27, 28, 33, and 34, T. 12 S., R. 25 E., 15 ft. E. of junction of 

route rd. and rd. fork W. (83d Street), on S. end of concrete head 

wall of culvert; chiseled square.________________________________ 932. 15

Linwood School, 0.5 mi. N. of, at cor. sees. 3, 4, 33, and 34, Tps. 12 

and 13 S., R. 25 E., 70 ft. N. and 30 ft. W. from center of crossroads 

(intersection of route rd. and 87th Street), in root on E. side of 36-in. 

maple tree; copper nail and washer. ____________________________ 962. 46

Linwood School, 23 ft. S. and 55 ft. E. from SE. corner of, at quarter 

cor. between sees. 3 and 4, T. 13 S., R, 25 E., 200 ft. S. and 34 ft. W. 

from junction of T-rd. W., in concrete post; standard tablet 

stamped" 18 J 1933 955"___________. ________________________ 954.757

Reference mark, at NW. corner of junction of T-rd. W.; top of S. end of 

corrugated-iron culvert-______________________________________ 948. 04

Linwood School, 0.5 mi. S. of, at cor. sees. 3, 4, 9, and 10, T. 13 S., R. 

25 E., 40 ft. N. and 30 ft. W. from center of crossroads, on N. end of 

30-in. corrugated-iron culvert; chiseled square.-___________-.-____ 919. 57

Linwood School, 1.3 mi. S. of, 0.2 mi. S. of quarter cor. between sees. 9 

and 10, T. 13 S., R. 25 E., 20 ft. S. and 15 ft. E. from rd. corner, in 

root on N. side of giant elm tree; copper nail and washer.. __________ 841. 45

T. 13 S., R. 25 E., at quarter cor. between sees. 9 and 16, 20 ft. S. and 

190 ft. E. from junction of T-rd. S., in root on S. side of 24-in. elm tree; 

copper nail and washer.. ______________________________________ 914. 67

T. 13 S., R. 25 E., at quarter cor. between sees. 16 and 21, in SW. 

corner of yard adjoining dwelling of Homer Mann, 19 ft. N. and 26 ft. 

E. from junction of T-rd. N., in concrete post; standard tablet 

stamped "19J1933 908"___--__-___.________________________ 909. 519

Reference mark, 16 ft. N. and 24 ft. E. from junction of T-rd. N., on

concrete base of corner fence post; chiseled square.... _ ____________ 909. 26

Oxford School, 2.1 mi. N. of, at cor. sees. 15, 16, 21, and 22, T. 13 S., 

R. 25 E., 30 ft. S. and 50 ft. E. from junction of T-rd. S., in root on W. 

side of 8-in. oak tree; copper nail and washer. ____________________ 908. 89

Oxford School, 1.0 mi. N. of, at cor. sees. 21, 22, 27, and 28, T. 13 S., R. 

25 E., 15 ft. S. and 21 ft. W. from junction of T-rd. W., 1 ft. W. of 

corner fence post, on sandstone block; chiseled square. _ -_-_---_____ 969. 34

Oxford School, 72 ft. S. and 42 ft. E. from SE. corner of, at cor. sees. 27,

28, 33, and 34, T. 13 S., R. 25 E., 31 ft. N. and 31 ft. W. from center

Of Crossroads (Olatrie rd. and. N.-S. rd.), in concrete post; standard

tablet stamped "20 J1933 1002"_.______..__ -.- 1,003.125

Reference Iflarkj SO ft. N. Of NE. corner of echoolhouee, in rooi on SE.

side of 30-in. elm tree; copper nail and washer. ___________________ 1, OU4. 00

From intersection of 75th Street and Shawnee Mission Road west and north 

along roads into Armourdale quadrangle (by I. V. Johnson in 1933)

T. 12 S., R. 25 E., at quarter cor. between sees. 20 and 21, 18 ft. N. and 

50 ft. E. from center of crossroads (75th Street and Nail Avenue), at 

NW. corner of concrete highway bridge, on concrete abutment; 

chiseled square._____________________________________________ 952. 13
OLATHE NO. 1 QUADRANGLE 47

T. 12 S., R. 25 E., at quarter cor. between sees. 19 and 20, 18 ft. N. and

18 ft. W. from center of intersection of 75th Street and U. S. High- Feet 

way 73 E., on S. end of concrete head wall of culvert; chiseled square. 1, 040. 41

Marty triangulation sta. of U. S. C. & G. S. (top of marble post)______ 1, 088. 919

Marty triangulation sta., 1,200 ft. N. of, 20 ft. S. and 10 ft. W. from 

center of crossroads, on W. head wall of culvert; chiseled square..__ 1, 074. 62

Antioch Church, at quarter cor. between sees. 19 and 24, T. 12 S., 

Rs. 24 and 25 E., 110 ft. N. and 45 ft. W. from center of crossroads, 

30 ft. E. of front entrance to church, on concrete block; chiseled 

square._._______________________._________ 1,028. 70

On Kansas-Missouri State line near crossing of Indian Creek (by A. V. Ferry 

in 1933)

Dallas (Mo.), about 0.2 mi. W. of, near W. quarter cor. sec. 31, T. 47 

N., R. 33 W., at Kansas-Missouri State line, 30 ft. S. and 25 ft. E. 

from center of crossroads, on concrete head wall of culvert; chiseled 

square.._________________-___-_-____.-_____________ 825. 02

In Kansas City at Meadow Lake Golf Club (by R. F. Gallup in 1933)

Kansas City, near Kansas-Missouri State line, 245 ft. W. and 20 ft. 

S. from junction of 75th Street and State-line rd., at driveway to 

Meadow Lake Golf Club; top of bottom hinge on W. gatepost. _____ 1, 009. 36

From Olathe No. 2 quadrangle east along road to linwood School (by T. B. 

Matthews in 1935)

T. 13 S., R. 24 E., at quarter cor. between sees. 3 and 4, 240 ft. N.

and 12 ft. W. from junction of T-rd., on S. end of W. head wall of

concrete culvert; chiseled square__-__-_-----____--____--_---__- 1, 003. 96 

T. 13 S., R. 24 E., in sec. 4, 15 ft. N. and 10 ft. W. from junction of

T-rd., in S. end of W. head wall of concrete culvert; chiseled square. _ 994. 17" 

T. 13 S., R. 24 E., at cor. sees. 2, 3, 10, and 11, 23 ft. N. and 27 ft. E.

from center of crossroads, 3 ft. NE. of fence, in concrete post;

standard tablet stamped "T T 2 K 1935 971"_______________ 971. 260

Reference mark, 12 ft. S. and 200 ft. E. from tablet, on N. head wall

of concrete culvert; chiseled square.___________________________ 960. 77

T. 13 S., R. 24 E., at cor. sees. 1, 2, 11, and 12, 190 ft. S. and 25 ft. W.

from center of crossroads, in root on SE. side of 24-in. elm tree;

copper nail and washer_______________________________________ 991. 91

T. 13 S., Rs. 24 and 25 E., at cor. sees. 1, 6, 7, and 12, 100 ft. N. and 20

ft. W. from center of crossroads, in root on S. side of 36-in. elm tree;

copper nail and washer.._____________________________________ 922. 58

T. 13 S., R. 25 E., at cor. sees. 5, 6, 7, and 8, 70 ft. S. and 27 ft. W.

from center of junction of U. S. Highway 73 E. and T-rd. W., on

center line of T-rd. E. produced, 135 ft. S. of S. end of bridge over

Indian Creek, 2 ft. inside right-of-way fence, in concrete post;

standard tablet stamped "T T 1 K 1935".... ... 868. 577 

Reference mark, 260 ft. N. and 18 ft. E. from tablet, at N. abutment of

above-mentioned bridge, on W. end of parapet wall; chiseled

square,_-__-_____-_____________---_-_---------_----_------_ 870. 85

T. 13 S., R. 25 E., at cor. sees. 4, 5, 8, and 9, 15 ft. N. and 45 ft. W.

from center of crossroads, on N. head wall of concrete culvert;

chiseled square.___________________--__-_-_-_____----__-_-_-- 870. 30

138259 38 4
48 SPIRIT LEVELING IN KANSAS, 1896 TO 1935

Linwood School, 1.0 mi. W. of, at quarter cor between sees. 4 and 5,

T. 13 S., R. 25 E., 80 ft. N. and 30 ft. W. from junction of T-rd., Feet 

in root on S. side of 16-in. walnut tree; copper nail and washer._____ 944. 15

From Olathe No. 2 quadrangle near Olathe east along road to Oxford School 

(by T. B. Matthews in 1935)

Olathe, about 3.5 mi. E. of, at cor. sees. 3, 4, 33, and 34, Tps. 13 and 

14 S., R. 24 E., 15 ft. N. and 15 ft. W. from center of crossroads, 

on NE. end of wing wall of concrete culvert; chiseled square...... 1, 012. 06

Olathe, 4.5 mi. E., thence 1 mi. S. by rd. from, at cor. sees. 34, 35, 2, 

and 3, Tps. 13 and 14 S., R. 24 E., 22 ft. N. and 128 ft. E. from 

center of crossroads, 2 ft. N. and 5 ft. W. from telephone pole, in 

concrete post; standard tablet stamped "T T 10 K 1935 1035".._ 1, 035. 370

Reference mark, 40 ft. S. and 170 ft. W. from tablet, in root of 6-in.

ash tree; copper nail and washer.______________________________ 1, 041. 70

Tps. 13 and 14 S., R. 24 E., at cor. sees. 1, 2, 35, and 36, 35 ft. N. of 

junction of T-rd., in base of 10-in. hedge tree; copper nail and washer. 1, 003. 80

T. 13 S., R. 25 E., at approximate SW. cor. sec. 31, 60 ft. N. and 20 ft. 

E. from center of crossroads, in root of 10-in. hedge tree; copper 

nail and washer_____________________________________________ 960. 80

T. 13 S., R. 25 E., at W. cor. sees. 30 and 31, 1 mi. W. of intersection 

of Olathe (Kans.)-Martin City (Mo.) rd. and U. S. Highway 73 E., 

33 ft. N. and 27 ft. E. from center of crossroads, in concrete post; 

standard tablet stamped "T Til 1935 948" ... _ 948.690

Reference mark, 2,300 ft. E. of tablet, in N. end of E. abutment of

bridge across Tomahawk Creek; chiseled square..-._____________ 913. 20

Oxford School, 2.0 mi. W. of, at cor. sees. 29, 30, 31, and 32, T. 13 S., 

R. 25 E., 90 ft. N. and 50 ft. E. from center of intersection of OlatheMartin City rd. and U. S. Highway 73 E., on E. side of highway, 

on concrete head wall; chiseled square..---___-_---____-_____.__ 950. 00

Oxford School, 1.0 mi. W. of, at cor. sees. 28, 29, 32, and 33, T. 13 S., 

R. 25 E., 10 ft. N. and 100 ft. E. from center of crossroads (OlatheMartin City rd. and N.-S. rd.), on N. head wall of concrete culvert; 

chiseled square.--_----_-----________________________________ 949. 12

From point near southeast corner of Olathe No. 2 quadrangle east along road 

near south border of Olathe No. 1 quadrangle to Kansas-Missouri State line 

(by. T. B. Matthews in 1935)

T. 15 S., R. 24 E., at cor. sees. 9, 10,15, and 16, 25 ft. N. and 50 ft. E.

from center of crossroads, on SW. corner of concrete well curb;

chiseled square..__________________________________________ 1, 087. 31

T. 15 S., R. 24 E., at cor. sees. 10, 11, 14, and 15, 20 ft. N. and 20 ft. E.

from center of crossroads, in root on S. side of 24-in. maple tree;

copper nail and washer_______________________________________ 1, 121. 11

T. 15 S., R. 24 E., at cor. sees. 11, 12, 13, and 14, 25 ft. S. and 26 ft.

E. from center of crossroads, 5 ft. S. and 5 ft. E. from fence post at

NW. corner of orchard, in concrete post; standard tablet stamped

"T T 1 H 1935-------------------------------------------- 1,106.638

Reference mark, 3,400 ft. E. of tablet, on S. head wall of concrete

culvert; chiseled square-_-----_---___-_--_____-__-_-_-----___ 1, 043. 83 

T. 15 S., Rs. 24 and 25 E., at cor. sees. 1, 6,7, and 12, 20 ft. N. and 20 ft.

E. from center of crossroads, at SW. corner of hedge fence, in root

on S. side of 10-in. hedge tree; copper nail and washer..__________ 1, 072. 44
OLATHE NO. 2 QUADRANGLE 49

T. 15 S., R. 25 E., at cor. sees. 5, 6, 7, and 8, 20 ft. N. and 10 ft. E. from

center of crossroads, in concrete pavement of highway, at point 4 *"««' 

in. W. of its E. edge, in line with hedge fence W.; chiseled square._ 1, 106. 78

T. 15 S., R. 25 E., at cor. sees. 8, 9, 16, and 17, 31 ft. N. and 21 ft. W. 

from center of crossroads, 47 ft. N. and 15 ft. E. from 16-in. elm 

tree, in concrete post; standard tablet stamped "T T 2 H 1935".__ 1, 092. 162

Reference mark, 540 ft. W. of tablet, on N. head wall of concrete

culvert; chiseled square-----_--_-----_------_-_-_--___________ 1, 084. 17

T. 15 S., R. 25 E., at cor. sees. 9, 10, 15, and 16, 18 ft. N. and 18 ft. E. 

from center of crossroads, at SW. corner of hedge fence, in root on SW. 

side of 12-inch hedge tree; copper nail and washer. ______________ 1, 055, 71

T. 15 S., R. 25 E., 425 ft. W. of approximate quarter cor. between 

sees. 10 and 15, 9 ft. N. of center line of E.-W. rd., on N. head wall of 

concrete culvert; chiseled square.____________________________ 1, 029. 02

T. 15 S., R. 25 E., near E. sixteenth cor. between sees. 10 and 15, at

crossing of E. fork of creek; center of concrete low-water bridge._ 987. 7

T. 15 S., R. 25 E., about 0.2 mi. E. of cor. sees. 10, 11, 14, and 15, 150 

ft. S. and 30 ft. E. from junction of State line rd. with T-rd. W., in 

root on W. side of lone 14-in. elm tree; nail and washer___________ 1, 032. 08

From Kansas-Missouri State line at point south of Blue River west and north 

along roads to Oxford School (by C. T. Shepherd in 1934)

Woodland School, in yard of, in sec. 22, T. 14 S., R. 25 E., 76 ft. NW. 

of 24-in. elm tree, 63.5 ft. W. of NE. corner of schoolhouse, in 

concrete post; U. S. C. & G. S. and State Survey standard disk____ 986. 296

Woodland School, in yard of, 60 ft. W. of above-described U. S. C. & 

G. S. and State Survey disk, 8 ft. E. of NE. corner of schoolhouse, 

on N. side of walk; chiseled square--..------------------------. 986. 41

Woodland School, 0.8 mi. N. of, near SW. cor. sec. 15, T. 14 S., R. 25 

E., on N. end of W. abutment of bridge over Blue River; chiseled 

square.____________________________________________________ 885. 71

Woodland School, 1.5 mi. N. of, 3.1 mi. S. of Oxford School, near NW. 

cor. sec. 15, T. 14 S., R. 25 E., 350 ft. S. and 15 ft. W. from crossroads, in root of 24-in. oak tree; nail and washer_________________ 935. 86

Oxford School, 1.0 mi. S. of, 15 ft. N. and 9 ft. E. from SW. cor. sec. 

34, T. 13 S., R. 25 E., at crossroads, on N. end of E. wall of culvert; 

chiseled square._-_____-__-_________-_-_--__-__-___----____-- 948. 50

OLATHE NO. 2 QUADRANGLE

[Latitude 38°45'-39°; longitude 94°45'-95°] 

IEAVENWORTH AND JOHNSON COUNTIES

From Olathe No. 1 quadrangle near village of Greenwood along roads generally 

west to point west of Monticello, thence north along road into Bonner Springs 

quadrangle (by I. V. Johnson in 1933)

[Line jogs into Bonner Springs quadrangle]

Greenwood village, 0.7 mi. along State Highway 10 E. of, 3.5 mi. SW. 

of Shawnee, about 850 ft. S. of cor. sees. 16, 17, 20, and 21, T. 12 S., 

R. 24 E., 37 ft. S. and 50 ft. E. from junction of State Highway 10 

and N.-S. rd., in concrete post; standard tablet stamped "T T 2 0 

1933 885"___.._.............._..__________________________ 885. 298

Reference mark, 2,000 ft. NE. of tablet, 35 ft. E. and 15 ft. S. from center of crossroads, on E. end of concrete head wall of culvert; chiseled 

square.------_---------_----.-------_--_._---__--.___.___ 907. 61
50 SPIRIT LEVELING IN KANSAS, 1896 TO 1935

Greenwood, 0.2 mi. W. of, 2.5 mi. SE. of Zarah, at approximate cor. 

sees. 17, 18, 19, and 20, T. 12 S., R. 24 E., 15 ft. S. and 25 ft. W. 

from center of crossroads, on E. end of concrete head wall of culvert; Fegt 

chiseled square-_____________________________________________ 867. 40

Monticello village, near quarter cor. between sees. 15 and 22, T. 12 S., 

R. 23 E., 35 ft. S. and 35 ft. W. from junction of T-rd. S., in root on 

NW. side of 30-in. walnut tree; copper nail and washer___________ 1, Oil. 35

Monticello, 0.7 mi. W. of, 1.0 mi. W. of Virginia School, at cor. sees. 

15, 16, 21, and 22, T. 12 S., R. 23 E., 25 ft. N. and 200 ft. W. from 

center of crossroads, in root on S. side of 18-in. walnut tree; copper 

nail and washer.____________________________________________ 973. 17

Virginia School, in yard of, at cor. sees. 16, 17, 20 and 21, T. 12 S., 

R. 23 E., 20 ft. N. and 177 ft. W. from crossroads, 22 ft. E. of hedge 

at W. side of school grounds, in concrete post; standard tablet 

stamped "T T 13 0 1933 931".__._ _.. _ . .._.___ 930.752

Reference mark, at SW. corner of above-mentioned crossroads, on W. 

concrete head wall of culvert; chiseled square.__________________ 938. 72

Virginia School, 0.5 mi. W. of, at quarter cor. between sees. 17 and 20, 

T. 12 S., R. 23 E., 22 ft. S. and 35 ft. W. from junction of T-rd. E., in 

root on E. side of 24-in. oak tree; copper nail and washer_________ 936. 44

Along Union Pacific Railroad near lenape jog from Bonner Springs quadrangle (by R. F. Gallup in 1934)

Lenape, 1.5 mi. W. of, near quarter cor. between sees. 16 and 21, T. 

12 S., R. 22 E., 58.7 ft. N. of N. rail of S. track of Union Pacific 

R. R. main line, 1 ft. S. of right-of-way fence, in line with rd. N., 

in concrete post; standard tablet stamped "T T 21 0 1934 784"._ 783. 824

Reference mark, 60 ft. S. and 90 ft. W. from tablet, on concrete foundation of electric signal post; chiseled square.______________________ 790. 58

T. 12 S., R. 22 E., on W. side of NW% sec. 22, about 150 ft. E. of section line, on S. side of Union Pacific R. B. tracks, on top of concrete 

foundation of "S" post; chiseled square.__-_---__-_--___-_______ 787. 90

Lenape, 500 ft. E. of Union Pacific R. R. sta., 45 ft. E. of center line of 

N.-S. wagon rd., 25 ft. E. of N.-S. fence line extending N., 11.5 ft. S. 

of S. rail of main R. R. track, in concrete post; standard tablet 

stamped "T T 22 0 1934 786"._..._. _.. . . ._.. 786.362

Reference mark, 190 ft. S. and 25 ft. W. from tablet, at intersection of 

N.-S. fence line and S. right-of-way fence of Union Pacific R. R., in 

root on E. side of elm tree; nail and washer_______________________ 780. 38

Lenape, 0.6 mi. E. of, near SW. cor. sec. 14, T. 12 S., R. 22 E., on Union

Pacific R. R., on top of NW. anchor bolt of electric semaphore 228;

chiseled square_--_-_--___------_-_-_-----_-_---_-----_____ 788. 20

From village of Greenwood south and west along roads to Spring Hill, thence

west and north along roads and U, S, Highway 80 to Olatne (by I, B, Mat* 

thews in 1935)

Greenwood, 1.5 mi. SE. of, at cor. sees. 20, 21, 28, and 29, T. 12 S., R. 

24 E. ; 30 ft. N. and 15 ft. E. from center of crossroads, on N. end of

head wall of concrete culvert; chiseled square..________._ 942. 77

Greenwood, 2.0 mi. SE. of, 350 ft. S. and 15 ft. E. from W. quarter

OOr, QCO. 20) T. 12 S,| Hi 21 Ei) W Et lioaa mil tf wmtfv w\wrf)

chiseled square____..-..__----------------------------------- 988. 92
OLATHE NO. 2 QUADRANGLE 51

Greenwood, 2.5 mi. SE. of, 1.5 mi.'by rd. NW. of Lenexa, at cor. sees. 

28, 29, 32, and 33, T. 12 S., R. 24 E., 24 ft. S. and 42 ft. E. from 

center of crossroads, 1 ft. N. of fence, in concrete post; standard Feei 

tablet stamped "T T 12 K 1935 1024"_______________.________ 1, 023. 794

Reference mark, 160 ft. N. and 80 ft. W. from tablet, in root of 12-in. 

apple tree; copper nail and washer.____________________________ 1, 030. 50

T. 12 S., R. 24 E., 730 ft. S. of cor. sees. 28, 29, 32, and 33, 12 ft. E. 

of center line of rd., on masonry head wall of culvert; chiseled 

square. _--_--.------_-__-_-___--___-__----___---__________ 995. 79

T. 12 S., R. 24 E., 40 ft. E. of quarter cor. between sees. 32 and 33, 

in hedge stump; copper nail and washer._______________________ 1, 037. 14

Tps. 12 and 13 S., R. 24 E., at cor. sees. 4, 5, 32, and 33, 25 ft. N. and 

20 ft. W. from center of crossroads, in concrete base of fence corner; 

chiseled square.__._-___-__________-__--____-___-________.___ 1, 035. 14

T. 13 S., R. 24 E., at quarter cor. between sees. 4 and 5, 25 ft. S. and 

25 ft. E. from junction of T-rd. E., in base of 12-in. ash tree; copper 

nail and washer.____________________________________________ 1, 042. 53

T. 13 S., R. 24 E., about 100 ft. W. of center of sec. 4, 20 ft. N. and 

25 ft. W. from center of intersection of U. S. Highway 50 and E.-W. 

rd., on W. side of highway, on W. end of concrete head wall; 

chiseled square._____________________________________________ 1, 048. 28

Lackmans, about 1 mi. N. of, at quarter cor. between sees. 8 and 9, T. 

13 S., R. 24 E., 22 ft. S. and 74 ft. W. from junction of T-rd. W., 

1 ft. S. of fence, in concrete post; standard tablet stamped "T T 3 K 

1935 1055------------------------------------------------- 1, 055. 052

Reference mark, 22 ft. N. and 150 ft. E. from tablet, 75 ft. E. of 

junction of T-rds., in base of 12-in. hackberry tree; copper nail and 

washer_____._______________________________________ 1, 050. 58

Lackmans, 0.3 mi. N. of, 940 ft. S. of cor. sees. 8, 9, 16, and 17, T. 13 S., 

R. 24 E., at intersection of U. S. Highway 50 and N.-S. rd., 15 ft. W. 

of center line of N.-S. rd., 20 ft. SE. of center line of highway, in 

wing wall of concrete culvert; chiseled square____________________ 1, 051. 14

Lackmans, 0.5 mi. S. of, at cor. sees. 16, 17, 20, and 21, T. 13 S., 

R. 24 E., 25 ft. N. and 36 ft. E. from center of crossroads, 3 ft. NE. 

of corner of hedge, in root of 12-in. thorny-locust tree; copper nail 

and washer_______________________.....______ 1, 041. 22

Lackmans, 1.5 mi. S. of, at cor. sees. 20, 21, 28, and 29, T. 13 S., 

R. 24 E., 20 ft. N. and 10 ft. "W. from center of crossroads, in W. 

head wall of concrete culvert; chiseled square.__________________ 977. 70

Green Springs School, 2.5 mi. E. of Olathe, at cor. sees. 28, 29, 32, and 

33, T. 13 S., R. 24 E., 32 ft. S. and 73 ft. W. from center of crossroads, 49 ft. N. and 19 ft. E. from NE. corner of schoolhouse, 

3 ft. S. of iron rail fence, in concrete post; standard tablet stamped 

"T T 9 K 1935 1055".....-.. ....... ....-_... 1,055. 044

Reference mark, 500 ft. S. and 85 ft. E. from tablet, on W. wall of 

concrete culvert; chiseled square.______________________________ 1, 039. 25

Green Springs School, 1.0 mi. S. of, about 2.5 mi. SE. of Olathe, near 

cor. sees. 4, 5, 32, and 33, Tps. 13 and 14 S., R. 24 E., 200 ft. S. and 

20 ft. W. from center of crossroads, in root on N. side of 20-in. ash 

tree; copper nail and washer.____-____________________________ 1, 060. 17

Olathe, about 3.5 mi. SE. of, near cor. sees. 4, 5, 8, and 9, T. 14 S., 

R. 24 E., 120 ft. S. and 20 ft. E. from center of crossroads, in root on 

W. side of 10-in. elm tree; copper nail and washer________________ 1, 092. 40
52 SPIRIT LEVELING IN KANSAS, 1896 TO 1935

Olathe, about 4.5 mi. SE. of, at cor. sees. 8, 9, 16, and 17, T. 14 S., 

R. 24 E., 25 ft. N. and 145 ft. E. from center of crossroads, in 

pasture, 3 ft. N. of wire fence, in concrete post; standard tablet Feet 

stamped "M 1 1935 1049"______.____________________________ 1, 049. 243

Reference mark, 680 ft. N. and 155 ft. W. from tablet, 10 ft. W. of 

center line of rd., on NW. wing wall of concrete abutment; chiseled 

square.-_____-_---------_-.__________-_-.______---_____ 1, 016. 32

T. 14 S., R 24 E., 510 ft. S. of approximate cor. sees. 16, 17, 20, and 21, 

10 ft. W. of center line of N.-S. rd., on NW. concrete wing wall of 

small bridge over Coffee Creek; chiseled square--____-______-__-_ 1, 002. 30

T. 14 S., R. 24 E., 10 ft. W. of approximate quarter cor. between sees. 

20 and 21, in line with E.-W. fence, on W. head wall of concrete 

culvert; chiseled square----__--________________-____-_-____.__ 1, 036. 30

Bonita, 3 mi. E. of, at cor. sees. 20, 21, 28, and 29, T. 14 S., R. 24 E.,

 40 ft. N. and 25 ft. W. from center of crossroads, in hedge fence, at 

base of 12-in. hedge tree, on top of 2-in. hedge stump; copper nail 

and washer..__----------_-__--___--______________________ 1, 067. 39

T. 14 S., R. 24 E., 230 ft. N. of quarter cor. between sees. 28 and 29,

on E. head wall of concrete culvert; chiseled square._____.____.._ 1, 025. 97

Bonita, 3 mi. E. and 1 mi. S. from, 2.0 mi. N. and 3.0 mi. E. from 

Ocheltree, at cor. sees, 28, 29, 32, and 33, T. 14 S., R. 24 E., 20 ft. s.

and 80 ft. E. from center of crossroads, 3 ft. S. of wire fence, in field, in

concrete post; standard tablet stamped "M 2 1935 1004"________ 1, 003. 940

Reference mark, 1,250 ft. S. and 70 ft. W. from tablet, in E. end of S.

concrete abutment of steel-truss bridge; chiseled square._________ 997. 87

Ocheltree, 3.0 mi. E. and 1.0 mi. N. from, at cor. sees. 4, 5, 32, and 33, 

Tps. 14 and 15 S., R. 24 E., 20 ft. S. and 20 ft. W. from center of 

crossroads, in root on E. side of 14-in. hackberry tree; copper nail 

and washer.__________ _____________________.________________ 1, 061. 85

Ocheltree, 3.0 mi. E. of, 3.0 mi. E. and 1.5 mi. N. from Spring Hill, at 

cor. sees. 4, 5, 8, and 9, T. 15 S., R. 24 E., 40 ft. S. and 20 ft. E. from 

center of crossroads, in wire-fence line, 15 ft. S. of fence corner, in 

root on N. side of 12-in. hedge tree; copper nail and washer. _______ 1, 094. 59

Spring Hill village, 3 mi. E. and 0.5 mi. N. from, in SE. cor. sec. 8, T. 

15 S., R. 24 E., 90 ft. N. and 25 ft. W. from center of crossroads, 

in field, 10 ft. S. of 24-in. hedge tree, 2 ft. W. of wire fence, in concrete post; standard tablet stamped "M 3 1935 1057"____-___-- 1, 057. 702

Reference mark, 580 ft. N. and 20 ft. E. from tablet, on W. end of S.

concrete abutment; chiseled square._______________--__----_-_- 1, 043. 76

Tuckerville School, 230 ft. W. and 50 ft. S. from, 2 mi. E. and 0.5 mi. 

N. from Spring Hill, at cor. sees. 7, 8, 17, and 18, T, 15 S., R. 24 E., 

15 ft. N. and 12 ft. E, from center of crossroads, on N. head wall of 

concrete culvert; chiseled square.________________.____.-_----. 1, 043. 27

Spring Hill, 1 mi. E. and 0.5 mi. N. from, 50 ft. N. of approximate 

cor. sees. 7, 12, 13, and 18, T. 15 S., Us. 23 and 24 E., in old lane, in 

root on S. side of 10-in. elm tree; copper nail and washer_______.__ 1, 034. 02

Spring Hill, 0.5 mi. N. of, at cor, sees, 11,12, is, and 14, T. 15 s., R. 

23 E., 10 ft. N. and 30 ft. W. from center of crossroads, 360 ft. E. of

Frisco R. R., on N. head wall of concrete culvert; chiseled square. __ 1, 039. 01 

Spring Hill, on N. edge of, on N. side of sec. 14, T. 15 S., R. 23 E., 20 ft.

N. and" 100 ft. W. from junction of T-rd. W., on W. side of State

Highway 7 (also 16), 2 ft. N. of hedge fence, in row of 14-in. walnut

trees, in concrete post; standard tablet stamped "M 4 1935 1050"_ 1,050.356
OLATHE NO. 2 QUADRANGLE 53

Reference mark, 90 ft. N. and 150 ft. E. from tablet, 70 ft. S. of junction of T-rd. E., on E. head wall of concrete culvert under highway; Feet 

chiseled square._____-_____----___________.-----_-__-_-______ 1, 049. 47

Spring Hill, in NW. part of, at cor. sees. 10, 11, 14, and 15, T. 15 S., 

R. 23 E., at bend in rd., 180 ft. S. and 10 ft. W. from junction of T-rd. 

W., 230 ft. W. of junction of T-rd. S., on top of 24-in. thorny-locust 

stump; copper nail and washer._______________________________ 1, 043. 52

Beckley School, 1.0 mi. W. of Spring Hill, at cor. sees. 9, 10, 15, and 

16, T. 15 S., R. 23 E., 15 ft. N. and 10 ft. E. from center of crossroads, 100 ft. N. and 35 ft. W. from NW. corner of schoolhouse, 

on E. head wall of concrete culvert; chiseled square___-__________ 1, 008. 92

Beckley School, 1.0 mi. N. of, 2.0 mi. W. of Ocheltree, at cor. sees. 3, 

4, 9, and 10, T. 15 S., R. 23 E., 18 ft. N. and 14 ft. W. from center of 

crossroads, on W. head wall of concrete culvert; chiseled square.___ 998. 64

Ocheltree, 2.5 mi. W. of, 150 ft. W. of approximate quarter cor. between sees. 4 and 9, T. 15 S., R. 23 E., 10 ft. S. of center line of rd., 

on concrete hand rail; chiseled square.__________-_---_--____-__ 993. 02

Ocheltree, 3.0 mi. W. of, 4.0 mi. S. of Clare sta. on Atchison, Topeka 

& Santa Fe Ry., in NW. cor. sec. 9, T. 15 S., R. 23 E., 25 ft. S. and 

150 ft. E. from junction of T-rd. N., 3 ft. S. and 3 ft. W. from NE. 

corner of fence around yard, in concrete post; standard tablet ; 

stamped "M 5 1935 1032"__________________________________ 1,032.041

Reference mark, 900 ft. N. and 160 ft. W. from tablet, on W. head 

wall of concrete culvert; chiseled square._______________________ 1, 020. 36

Clare sta., 3.0 mi. S. of, at cor. sees. 4, 5, 32, and 33, Tps. 14 and 15 S., 

R. 23 E., 10 ft. S. and 20 ft. W. from center of crossroads, on S. head 

wall of concrete culvert; chiseled square._______________________ 1, 006. 26

Clare sta., 2.5 mi. S. of, 25 ft. W. of approximate quarter cor. between 

sees. 32 and 33, T. 14 S., R. 23 E., at E. end of hedge fence, in root 

on N. side of 12-in. hedge tree; copper nail and washer___.________ 1, 037. 60

Clare sta., 2.0 mi. S. of, at cor. sees. 28, 29, 32, and 33, T. 14 S., R. 23 

E., 20 ft. S. and 50 ft. E. from center of crossroads, in root on E. 

side of 10-in. hedge tree; copper nail and washer. _______________ 1, 042. 14

Clare sta., 1.5 mi. S. of, 260 ft. S. of approximate quarter cor. between 

sees. 28 and 29, T. 14 S., R. 23 E., on W. head wall of concrete culvert; chiseled square.__-__-_--_-________-____-__-__-_-_____. 1, 030. 60

Clare sta., 1.1 mi. S. of, at cor. sees. 20, 21, 28, and 29, T. 14 S., R. 23 

E., 30 ft. N. and 90 ft. W. from center of crossroads, 3 ft. N. of hedge 

fence, in concrete post; standard tablet stamped "M 6 1935 

1062"_______________.______________________________________ jl, 062. 504

Reference mark, 380 ft. N. and 40 ft. E. from tablet, in NE. corner of 

yard, at N. end of row of trees, on E. side of 20-in. walnut tree; 

copper nail and washer.______________________________________ 1, 065. 90

Clare sta., 600 ft. W. of, at cor. sees. 16, 17, 20, and 21, T. 14 S., R. 23 

E., 560 ft. N. of center of crossroads, 120 ft. N. of center line of 

Atchison, Topeka & Santa Fe Ry., on W. head rail of concrete 

bridge; chiseled square.______________________________________ 'l, 027. 99

Clare sta., 1.0 mi. N. of, at cor. sees. 8, 9, 16, and 17, T. 14 S., R. 23 E., 

70 ft. N. and 15 ft. W. from center of intersection of U. S. Highway 

50 and E.-W. rd., on W. side of highway, on W. head wall of concrete culvert; chiseled square____ ____________________________ 1, 044. 64
54 SPIEIT LEVELING IN KANSAS, 1896 TO 1935

Sunflower School, 3.0 mi. by rd. SW. of Olathe, at cor. sees. 4, 5, 8, and 

9, T. 14 S., R. 23 E., near bend in U. S. Highway 50, 210 ft. S. and 

40 ft. W. from center of crossroads, in schoolyard at point 2 ft. N. 

of its S. fence, in concrete post; standard tablet stamped "M 7 1935 Feet 

1070" ___ _ _ __- _ - 1,069.839

Reference mark, 225 ft. N. and 2,550 ft. E. from tablet, 90 ft. E. of 

approximate quarter cor. between sees. 4 and 9, T. 14 S., R. 23 E., 

on N. side of U. S. Highway 50, on N. head wall of concrete culvert; 

chiseled square-___--____________-----__---__-_-__--------_-_ 1, 016. 86

Olathe, 2.0 mi. SW. of, in SE% sec. 4, T. 14 S., R. 23 E., on U. S. 

Highway 50 at bridge over Cedar Creek, on E. end of N. concrete 

curb; chiseled square.._____________--___-____-_-__--_-_--____ 972. 35

T. 14 S., R. 23 E., in NE% sec. 3, on U. S. Highway 50, 380 ft. SW. of 

intersection of center line of highway with line between sec. 3, T. 

14 S., and sec. 34, T. 13 S., 15 ft. E. of center line of concrete pavement, on E. head wall of concrete culvert; chiseled square._______ 1, 042. 62

Olathe, 12 ft. S. and 12 ft. E. from intersection of U. S. Highway 50 

and Wabash Street, in S. head wall of concrete culvert; chiseled 

square....__________________________________.._ 1, 019. 81

From Bonner Springs quadrangle south and east along roads to point 1 mile 

north of lackmans station (by T. B. Matthews in 1935)

Virginia School, 1.5 mi. SW. of, at quarter cor. between sees. 20 and 29, 

T. 1)2 S., R. 23 E., 290 ft. N. and 10 ft. W. from junction of T-rd. 

E., on W. head wall of concrete culvert; chiseled square.___________ 916. 62

T. 12 S., R. 23 E., at approximate center of sec. 29, 45 ft. N. and 20 ft. 

W. from center of intersection of State Highway 10 and route rd., 

on N. side of highway, on W. head wall of concrete culvert, chiseled 

square.-_____-__--_-___-______________________--______.-_ 971. 62

T. 12 S., R. 23 E., at quarter cor. between sees. 29 and 32, in SE. 

corner of old Murphy Cemetery, 35 ft. W. of center line of N.-S. 

rd., in root on E. side of 16-in. cedar tree; copper nail and washer._ 1, 000. 18

T. 12 S., R. 23 E., in center sec. 32, 410 ft. N. of junction of E.-W. 

rd. and T-rd. N., 310 ft. NW. of farmhouse of William Holmquist, 

24 ft. W. of center line of rd., 6 ft. W. of fence line, in concrete post; 

standard tablet stamped "T T 6 K1935 979"_____________ __ 979. 354

Reference mark, 460 ft. SE. of tablet, 200 ft. E. of junction of T-rd. 

N., 6 ft. S. of center line of E.-W. rd., on S. head wall of concrete 

culvert; chiseled square____________________________________ 969. 00

T. 12 S., R. 23 E., at quarter cor. between sees. 32 and 33, 60 ft. N. 

and 65 ft. W. from junction of T-rd. W., at S. corner of tower of 

airway revolving beacon light, on concrete base of tower; chiseled 

square-____ __________.. ____________ ___________________ 1, 016. 40

Tps. 12 and 13 S., R. 23 E., at approximate cor. sees. 4, 5, 32, and 33, 

10 ft. S. and 10 ft. E. from junction of T-rd. N., on S. head wall of 

concrete culvert; chiseled square_____--__---___-__-__-_-_______ 1, 006. 39

Prairie Star School, at approximate cor. sees. 3, 4, 33, and 34, Tps. 12 

and 13 S., R. 23 E., 100 ft. S. and 60 ft. W. from junction of State 

Highway 7 and T-rd. W., 8 ft. E. of NE. corner of schoolhouse, on 

NE. corner of concrete curb to well; chiseled square. ______________ 976. 16

Prairie Star School, 1.0 mi. S. of, 4.0 mi. N. and 1.0 mi. W. from Ola,%.

on Siaie Highway 7, at approximate cor. sees. 3, 4, 9, and 10, T. 

13 S., R. 23 E., 24 ft. N. and 28 ft. W. from center of crossroads, 

4 ft. N. and 5 ft. W. from hedge-fence corner, in concrete post; 

standard tablet stamped "T T 5 K 1935 1053"___ _ ____ 1, 053. 357
OLATHE NO. 2 QUADRANGLE 55

Reference mark, 1,580 ft. N. of tablet, 10 ft. W. of center line of 

State Highway 7, on W. head wall of concrete culvert; chiseled Feet 

square-..-..________________________________-- 1,038. 43

T. 13 S., R. 23 E., at approximate cor. sees. 2, 3, 10, and 11, 24 ft. N. 

of junction of T-rd. S., on point of intersection of curve on State 

Highway 7, in root on S. side of 14-in. hedge tree; copper nail and 

washer______.._._________._________________----- 1,054. 26

T. 13 S., R. 23 E., 1,050 ft. E. of quarter cor. between sees. 2 and 11, 

23 ft. N. of center line of E.-W rd., in yard of William Anderson, in 

root on SW. side of 30-in. maple tree; copper nail and washer._____ 1, 027. 00

T. 13 S., R. 23 E., 1,150 ft. N. of cor. sees. 11, 12, 13, and 14, 50 ft. 

W. of center line of N.-S. rd., 60 ft. N. of center of iron gate at 

entrance to driveway to house of G. E. Hoff, 25 ft. W. of woven-wire 

fence, in root on E. side of 36-in. maple tree; copper nail and 

washer____________________________________ 1,021. 20

Olathe, 2.5 mi. N. of, at cor. sees. 11, 12, 13, and 14. T. 13 S., R. 23 

E., 21 ft. S. and 78 ft. W. from center of crossroads, 4 ft. S. and 38 

ft. W. from large rock gatepost, in concrete post; standard tablet 

stamped "T T 4 K 1936 982"..______________________________ 982.091

Reference mark, 1,330 ft. E. of tablet, 10 ft. N. of center line of rd., 

on NW. wing wall of concrete bridge; chiseled square------------ 936. 58

T. 13 S., R. 23 E., 700 ft. E. of quarter cor. between sees. 12 and 13, 

200 ft. W. of center line of Atchison, Topeka & Santa Fe Ry., 40 

ft. S. of E.-W. rd., in root on N. side of 20-in. oak tree; copper nail 

and washer.________________________________________________ 924. 42

T. 13 S., Rs. 23 and 24 E., at cor. sees. 7, 12, 13, and 18, 15 ft. N. 

and 12 ft. W. from center of crossroads, in concrete base of corner 

fence post; chiseled square-___-_-_-_-------___-_--___-_------- 1, 006. 55

T. 13 S., R. 24 E., at cor. sees. 7, 8, 17, and 18, 1,060 ft. W. of center 

of crossroads, 10 ft. S. of center line of E.-W. rd., on S. head wall 

of concrete culvert; chiseled square._________________---___-_-- 1, 013. 16

Lackmans, about 2 mi. NW. of, at approximate quarter cor. between 

sees. 7 and 8, T. 13 S., R. 24 E., 18 ft. S. and 18 ft. E. from junction 

of T-rd. E., on NW. corner of base of stone post; chiseled square._ 974. 04

From point on State Highway 7 about 1 mile south of Prairie School west, south, 

and east along roads to Olathe (by T. B. Matthews in 1935; leveled twice)

Twin Springs School, 1.0 mi. NW. of, 2 mi. by rd. SW. of Prairie 

School, in SE. cor. sec. 5, T. 13 S., R. 23 E., 15 ft. N. and 20 ft. W. 

from junction of T-rd. S., in root on SW. side of 12-in. walnut tree; 

copper nail and washer_______________________________________ 1, 005. 23

Twin Springs School, 120 ft. N. arid 85 ft. W. from, at cor. sees. 8, 

9, 16, and 17, T. 13 S., R. 23 E., 10 ft. S. and 20 ft. W. from center 

of crossroads, on S. head wall of concrete culvert; chiseled square. 1, 025. 59

Twin Springs School, 1 mi. S. of, at cor. sees. 16, 17, 20, and 21, T. 

13 S., R. 23 E., 25 ft. S. and 12 ft. W. from junction of T-rd. N., 

175 ft. S. and E. from farmhouse of T. N. Atkinson, 5 ft. S. and 

8 ft. W. from fence corner, in concrete post; standard tablet stamped 

"T T 7 K 1935 869" _____ __-__ __ ______ _. _ 869. 618

Reference mark, 180 ft. N. and 12 ft. W. from tablet, in yard of 

T. N. Atkinson, 2 ft. W. of fence, in root on S. side of triple elm 

tree; copper nail and washer._________________________________ 874. 05

T. 13 S., R. 23 E., near cor. sees. 20, 21, 28, and 29, 20 ft. S. and 70 

ft. E. from center of crossroads, in root on W. side of 14-in. elm tree; 

copper nail and washer_______________________________________ 1, 000. 89
56 SPIRIT LEVELING IN KANSAS, 1896 TO 1935

Olathe, about 2 mi. W. of, at cor. sees. 28, 29, 32, and 33, T. 13 S., 

R. 23 E., on Prairie Center rd. at point 23 ft. N. and 83 ft. E. from 

junction of T-rd. N., 5 ft. from row of elm trees in fence line, in Feet 

concrete post; standard tablet stamped "T T 8 K 1935 1036".. 1, 036. 685

Reference mark, 1,250 ft. E. of tablet, 640 ft. N. of center line of Prairie 

Center (E.-W.) rd.: 15 ft. E. of stone fence, on N. edge of grove, in 

root of 10-in. tree; copper nail and washer._____________________ 1, 050. 66

Olathe, about 1 mi. W. of, near cor. sees. 27, 28, 33, and 34, T. 13 S., R.

23 E., 740 ft. E. of junction of Prairie Center rd. and T-rd. N., 10 ft. 

N. of center line of Prairie Center rd., on N. head wall of concrete 

culvert; chiseled square._____________________________________ 1, 014. 38

Olathe, 380 ft. E. of center line of State Highway 7, 10 ft. N. of center 

line of Santa Fe Street, on concrete hand rail of bridge; chiseled 

square...-_____________________________________ 989. 86

From Olathe east along road to Green Springs School (by T. B. Matthews in 

1935)

U. S. C. & G. S. standard disk stamped "E 222 1934"____________ 1, 034. 758

Olathe, at SE. corner of city hall, on top of stone water table; chiseled

square____-._--____-__._______.-.____-_______________ 1, 030. 14

Olathe, on E. edge of, at cor. sees. 25, 30, 31, and 36, T. 13 S., Rs. 23

and 24 E., 30 ft. S. and 15 ft. W. from center of crossroads, on W.

head wall of concrete culvert; chiseled square-__________________ 1, 047. 09

Olathe, 1.0 mi. E. of, 1.0 mi. W. of Green Springs School, T. 13 S., R.

24 E., at cor. sees. 29, 30, 31, and 32, 15 ft. S. and 10 ft. E. from

center of crossroads, on limestone ledge; chiseled square._________ 1, 036. 55

From Bonner Springs quadrangle south across Kansas River to De Soto, thence 

southwest along roads into Lawrence quadrangle (by T. B. Matthews in 

1935)

De Soto, across Kansas River from, 1.2 mi. SW. of Lenape, 7 ft. S. and 

15 ft. E. from intersection of center line of S. track of Union Pacific 

R. R. with center line of wagon rd. between sees. 21 and 22, T. 12 S., 

R. 22 E., in W. edge of cattle guard; copper nail and washer._______ 789. 14

De Soto, 120 ft. N. of N. end of bridge over Kansas River, 15 ft. W. of 

center line of N.-S. rd., in root on SE. side of 24-in. ash tree; copper 

nail and washer.____________________________________________ 790. 04

De Soto, at main entrance to high school, on E. end of limestone doorsill; standard tablet stamped "M 8 1935 842"_________._____ 842. 030

Reference mark, 350 ft. W. of tablet, 12 ft. N. of center line of 3d 

Avenue, on N. head wall of concrete culvert; chiseled square.-..-- 826. 36

De Soto, 0.6 mi. SW. of, in SW}4 sec. 28, T. 12 S., R. 22 E., on W. side 

of State Highway 10, 200 ft. S. of residence of Dr. R. W. Boone, on 

head wall of concrete culvert; chiseled square.___________--_-__- 866. 44

De Soto, 1.1 mi. SW. of, 325 ft. E. of approximate quarter cor. between 

sees. 29 and 32, T. 12 S., R. 22 E., 8 ft. N. of center line of E.-W. 

rd., on head wall of concrete culvert; chiseled square..___________ 873. 77

From Lawrence quadrangle near village of Prairie Center east along road to' 

point near Olathe (by T. B. Matthews in 1935)

Prairie Center, 0.9 mi. E. of, on line between sees. 29 and 32, T. 13 S.,

R. 22 E., at bridge over Spoon Creek, on S. end of E. pier; chiseled

square_______________________-------- ----- 890.79
OLATHE NO. 2 QUADRANGLE 57

Prairie Center, 1.1 mi. E. of, at cor. sees. 28, 29, 32, and 33, T. 13 S.,

R. 22 E., 15 ft. N. and 280 ft. W. from center of crossroads, on N. feet 

head wall of concrete culvert; chiseled square..--__-___---_-_____ 950. 80

T. 13 S., R. 22 E., 2,450 ft. E. of cor. sees. 28, 29, 32, and 33, on N. end

of E. abutment of steel bridge over Kill Creek; chiseled square.___ 877. 93

T. 13 S., R. 22 E., at cor. sees. 27, 28, 33, and 34, 15 ft. N. and 70 ft. 

W. from junction of T-rd. N., on N. head wall of concrete culvert; 

chiseled square.__-____-_-______--_-_-_---_--_--_---_---_---_ 921. 36

Weaverly School, 0.5 mi. W. of, 6.5 mi. W. of Olathe, 1,000 ft. W. of 

approximate quarter cor. between sees. 27 and 34, T. 13 S., R. 22 E., 

50 ft. S. and 20 ft. W. from SW. cor. of house of Leo Barthol, 30 ft. 

N. of center line of E.-W. rd., in concrete post; standard tablet 

stamped "M 121935 968"- ------------.-.-------------- 968.347

Reference mark, 1,120 ft. E. and 15 ft. S. from tablet, on N. head wall

of concrete culvert; chiseled square.___________________________ 987. 09

Weaverly School, at cor. sees. 26, 27, 34, and 35, T. 13 S., R. 22 E., 

35 ft. N. and 80 ft. E. from center of crossroads, on SE. corner of 

concrete curb to school cistern; chiseled square._________________ 991. 87

Weaverly School, 1.0 mi. E. of, 1.0 mi. W. of Moonlight School, at 

cor. sees. 25, 26, 35, and 36, T. 13 S., R. 22 E., 20 ft. N. and 12 ft. E. 

from center of crossroads, on E. head wall of concrete culvert; 

chiseled square_____________________________________________ 1, 017. 46

Moonlight School, about 0.5 mi. W. of, 350 ft. E. of approximate 

quarter cor. between sees. 25 and 36, T. 13 S., R. 22 E., 15 ft. S. of 

center line of E.-W. rd., on S. head wall of culvert, on top of E. 

concrete post; chiseled square.-----------..-----'--------------- 1, Oil. 21

Moonlight School, 4 mi. W. of Olathe, at cor. sees. 25, 30, 31, and 36, 

T. 13 S., Rs. 22 and 23 E., 55 ft. N. and 200 ft. E. from center of 

crossroads, in SE. corner of schoolyard, in concrete post; standard 

tablet stamped "M 13 1935 1040"_--------_---------_----- 1, 040. 613

Reference mark, 70 ft. S. and 170 ft. W. from tablet, on S. head wall 

of concrete culvert; chiseled square.___________________________ 1, 039. 17

Moonlight School, about 0.8 mi. E. of, on line between sees. 30 and 31, 

T. 13 S., R. 23 E., on N. steel truss of bridge over Little Cedar 

Creek, on first joint in top chord from E. end; head of rivet-______ 922. 19

Moonlight School, 1.0 mi. E. of, 3.0 mi. W. of Olathe, at cor. sees. 29, 

30, 31, and 32, T. 13 S., R. 23 E., 18 ft. N. and 18 ft. E. from junction 

of T-rd. S., in root on S. side of 14-in. elm tree; copper nail and 

washer ____________________________________ 1, 023. 60

From Lawrence quadrangle near village of Prairie Center east, south, and 

 west along roads and back into Lawrence quadrangle (by T. B. Matthews 

in 1935)

Prairie Center, 1.0 mi. S. and 1 mi. E. from, at quarter cor. between 

sees. 5 and 32, Tps. 13 and 14 S., R. 22 E., 25 ft. S. and 10 ft. E. 

from junction of T-rd. S., on E. head wall of concrete culvert; 

chiseled square__________^_______-_______.___________________ 956. 86

T. 14 S., R. 22 E., at quarter cor. between sees. 5 and 8, 153 ft. N. and 

31 ft. W. from center of crossroads, 3 ft. W. of fence line of pasture, 

in concrete post; standard tablet stamped "14 M 1935 951"---- 950. 903

Reference mark, 1,020 ft. N. of tablet, on SE. wing wall of concrete 

bridge; chiseled square__---______.________.-_____________ 943. 84

T. 14 S., R. 22 E., at quarter cor. between sees. 8 and 17, 10 ft. N. 

and 20 ft. E. from center of crossroads, on N. head wall of concrete 

culvert; chiseled square_________________________________ 984. 42
58 SPIRIT LEVELING IN KANSAS, 1896 TO 1935

T. 14 S., R. 22 E., at quarter cor. between sees. 17 and 20, 20 ft. S.

and 10 ft. E. from center of crossroads, on E. head wall of concrete Feet 

culvert; chiseled square.________-___----___-____--___-_-____ 1, 031. 12

Gardner, 3.5 mi. by direct rd. W. of, about 3 mi. N. and 1 mi. E. from 

Edgerton, at quarter cor. between sees. 20 and 29, T. 14 S., R. 22 E., 

116 ft. N. and 42 ft. W. from crossroads, 86 ft. N. and 18 ft. W. 

from fence post, at SE. corner of yard surrounding dwelling of 

George M. Rankin, in and at S. end of row of cedar trees, in concrete 

post; standard tablet stamped "15 M 1935 1052".__.__..._..__ 1,052. 141

Reference mark, 700 ft. N. and 10 ft. E. from tablet, on E. head wall

of concrete culvert; chiseled square. _____-_____-___-_-__-__ -_-_ 1, 048. 07

From Lawrence quadrangle east along Edgerton-Ocheltree road to point 3 

miles west of Ocheltree and 3 miles north and west from Spring Hill (by T. B. 

Matthews in 1935)

Edgerton, about 0.7 mi. by rd. E. of, 2,300 ft. E. and about 300 ft. S. 

from standard tablet stamped "16 M 1935 981", 9.5 ft. S. of 

center line of W.-bound mainline tracks of Atchison, Topeka & 

Santa Fe Ry., at center of N. side of concrete battery box; top of 

anchor bolt.________________________________________________ 968. 33

Edgerton, 1.5 mi. E. of, 600 ft. E. and 6 ft. S. from approximate cor. 

sees. 4, 5, 8, and 9, T. 15 S., R. 22 E., 630 ft. E. of grade crossing 

over W.-bound tracks of A., T. & S. F. Ry., at bridge over Bull 

Creek, in S. end of E. concrete abutment; chiseled square...------ 947. 48

Edgerton, 2 mi. E. of, at quarter cor. between sees. 4 and 9, T. 15 S., 

R. 22 E., 30 ft. N. and 30'ft. E. from junction of T-rd. N., in root 

on S. side of 26-in. hedge tree; copper nail and washer....________ 1, 006. 13

Edgerton, 2.5 mi. E. of, at cor. sees. 3, 4, 9, and 10, T. 15 S., R. 23 E., 

30 ft. N. and 25 ft. W. from center of crossroads, in yard surrounding dwelling of B. J. Fluri, in fence line, in concrete post: standard 

tablet stamped "M 17 1935 1004".--._______________________ 1, 004. 488

Reference mark, 1,200 ft. E. of tablet, 25 ft. N. of center line of E.-W. 

rd., at SW. corner of hedge fence, in root on S. side of 16-in. hedge 

tree; copper nail and washer. ________________________ j ruQ 04

Edgerton, 3.6 mi. E, of, 35 ft. S. and 90 ft. E. of center of VrossroadV, 

in yard surrounding dwelling of Roll Maye, in root on N. side of 

26-in. maple tree; copper nail and washer...__---_.-________..__ 1, 006. 39

Gardner, 3 mi. S. of, 4.5 mi. E. of Edgerton, at cor. sees. 1, 2, 11, and 

12, T. 15 S., R. 22 E., 30 ft. S. and 240 ft. W. from center of crossroads, in NW. corner of yard surrounding dwelling of Stella M. 

Marshall, 2 ft. S. and 8 ft. E. from 18-in. walnut tree; in concrete 

post; standard tablet stamped "M 18 1935 1059"__.__........_ 1, 059. 502

Reference mark, 2,260 ft. E. of tablet, 10 ft. S. of center line of E.-W.

rd., on S. head wall of concrete culvert; chiseled square........... 1, 059. 54

Ocheltree, 5 mi. W. of, 5.5 mi. E. of Edgerton, at cor. sees. 1, 6, 7, and 

12, T. 15 S., Rs. 22 and 23 E., 136 ft. S. and 28 ft. E. from center of 

Crossroads, 6 ft. S. of N. end of hedge fence, in hedge stump at 

point flush with surface of ground; copper nail and washer..--.--- 1, 056. 03

Ocheltree, 4 mi. W. of, at cor. sees. 1, 6, 7, and 12, T. 15 S., R. 23 E., 

1,400 ft. E. of center of crossroads, 12 ft. N. of center line of E.-W. 

rd., on E. end of N. head wall of concrete culvert; chiseled square. _ 1, 031. 21

Ocheltree, 4 mi. W. of, at cor. sees. 5, 6, 7, and 8, T. 15 S., R. 23 E., 

27 ft. N. and 35 ft. E. from center of crossroads, 1 ft. N. of wire 

fence, in root on W. side of 20-in. ash tree; copper nail and washer. _ 1, 035. 75
OSKALOOSA NO. 4 QUADEANGLE 59

Ocheltree, 3.5 mi. W. of, 3.5 mi. by route rd. NW. of Spring Hill, 290 

ft. E. of approximate quarter cor. between sees. 5 and 8, T. 15 S., 

R. 23 E., at steel bridge over Nile Creek, on E. end of top chord of Feet 

S. truss; head of rivet......__________________________________ 967. 64

OSKALOOSA NO. 3 QUADRANGLE

[Latitude 39°-39°15'; longitude 95°15'-95°30']

From Oskaloosa No. 2 quadrangle near its southeast corner south along road 

to point 3 miles east of Oskaloosa (by I. V. Johnson in 1935; leveled twice)

T. 9 S., R. 19 E., about 400 ft. N. of cor. sees. 23, 24, 25, and 26, 25 ft. 

W. of center line of rd., on S. end of W. concrete head wall of culvert; 

chiseled square.-----_-_____-__________-__-_____-__---_-_____ 1, 104. 92

T. 9 S., R. 19 E., at quarter cor. between sees. 25 and 26, 205 ft. N. 

and 160 ft. W. from center of crossroads, 110 ft. SW. of windmill, 

19 ft. N. of center line of rd., in N. concrete head wall of large 

culvert over drain; standard tablet stamped "2 J 1935"__________ 1, 108. 751

Tps. 9 and 10 S., R. 19 E., at cor. sees. 1, 2, 35, and 36, 28 ft. E. and 

12 ft. S. from center of crossroads, on S. end of corrugated-iron 

culvert; chiseled cross._______________________________________ 1, 112. 99

T. 10 S., R. 19 E., at cor. sees. 1, 2, 11, and 12, 75 ft. W. and 20 ft. N. 

from junction of T-rd., W., on N. concrete head wall of culvert; 

chiseled square.-__-_-__--_---_________-______________-_--___ 1, 110. 18

Oskaloosa courthouse, 3.2 mi. E. of, on State Highway 92, in draw, 

in N. head wall of highway culvert; standard tablet stamped 

"Y 121 1934"___..__.______________________________________ 1, 125. 162

OSKALOOSA NO. <t QUADRANGLE

[Latitude 39°-39°15'; longitude 95°-95°15'] 

DOUGLAS, JEFFERSON, AND LEAVENWORTH COUNTIES

From Oak Mills quadrangle south along road to Ackerland, thence east and 

northeast along old railroad bed by way of Boling into Bonner Springs 

quadrangle (by S. K. Atkinson in 1906; releveled by 6. E. Heebink in 1908)

Springdale, 1.5 mi. S. of, 2 mi. N. of Ackerland, at crossroads near

mail box 60, in root on N. side of forked oak tree; nail. _-_____.__ 947. 00 

Ackerland, 1 mi. N. of, at NE. cor. sec. 36, T. 9 S., R. 20 E.; corner

stone__---__--------_-----------_------_-_--__-___--------__ 1, 005. 10

Ackerland, 300 ft. E. of abandoned sta., at intersection of old R. R.

track with main N.-S. pike; point on track.____________________ 1, 038. 86

Ackerland, 1 mi. E. of, 2 mi. W. of Jarbalo, on SW. corner of R. R.

bridge 32; bolt._____________._______________________________ 969. 67

Jarbalo, 1 mi. W. of, at R. R. crossing; joint on S. rail...___________ 917. 3

Jarbalo, 120 ft. E. of abandoned sta., 30 ft. S. of tracks; iron post

stamped "871"_---_.______-_________________________________ 869. 440

Jarbalo, 1 mi. E. of, on SW. corner of R. R. bridge 29; bolt-...--.__ 855. 53 

Jarbalo, 2 mi. E. of, in SE. corner of R. R. bridge 26; bolt__----___- 863. 83

From Bonner Springs quadrangle at point on U. S. Highway 40 west, south, and 

east along roads and back into Bonner Springs quadrangle (by R. F. Gallup 

in 1934)

Tonganoxie, 4.5 mi. E. and 1 mi. N. from, near quarter cor. between 

sees. 5 and 6, T. 11 S., R. 22 E., 96 ft. S. of junction of route rd. 

and T-rd. N., 2 ft. E. of hedge, in concrete post; standard tablet 

stamped "T T 20 O 1934 897"___ _ __-_-_-_______ 897.016
60 SPIRIT LEVELING IN KANSAS, 1896 TO 1935

Reference mark, 95 ft. S. and 40 ft. W. from tablet, in root on E. side *>«<

of honey-locust tree; nail and washer _ _________________________ 894. 60

T. 11 S., R. 22 E., near cor. sees. 5, 6, 7, and 8, 270 ft. S. and 18 ft.

E. from center of intersection of route rd. and E.-W. rd., in root

on W. side of elm tree; nail and washer._______________________ 827. 10

T. 11 S., R. 22 E., 170 ft. N. and 135 ft. W. from quarter cor. between

sees. 7 and 8, in dooryard, in root on S. side of hackberry tree;

nail and washer.____________________________________________ 885. 62

T. 11 S., R. 22 E., at cor. sees. 7, 8, 17, and 18, 2 ft. E. and 39 ft. N.

from intersection of U. S. Highway 40 and E.-W. rd., on head wall

of concrete culvert; chiseled square__-___________._______._____ 865. 34

Tonganoxie, about 4 mi. E. of, 10 ft. W. and 30 ft. S. from quarter cor.

between sees. 17 and 18, T. 11 S., R. 22 E., in root on S. side of elm

tree; nail and washer._______________________________________ 858. 61

Tonganoxie, 4.5 mi. E. and 1.5 mi. S. from, in $E% sec. 18, T. 11 S.,

R. 22 E., near junction of route rd. and T-rd. E., 21 ft. W. of

center line of highway, 210 ft. N. of center line of T-rd. E., 2 ft. E.

of hedge fence, in concrete post; standard tablet stamped "T T 18 O

1934 896".________________________________________________ 895. 713

Reference mark, about 18 ft. N. and 20 ft. W. from cor. sees. 17, 18, 19,

and 20, on W. side of highway, in root on S. side of 24-in. hedge tree;

nail and washer.____________________________________________ 887. 79

T. 11 S., R. 22 E., about 20 ft. W. of quarter cor. between sees. 19 and

20, on N. side of 18-in. hedge tree; nail and washer._____________ 910. 99

Daffer School, at cor. sees. 19, 20, 29, and 30, T. 11 S., R. 22 E., 30 ft.

E. and 32 ft. N. from center of crossroads, in SW. corner of school

yard, in root on E. side of 12-in. oak tree; nail and washer________ 874. 46

T. 11 S., R. 22 E., near quarter cor. between sees. 29 and 30, on S. end

of W. curb of concrete bridge; chiseled square..________________ 833. 55

T. 11 S., R. 22 E., at cor! sees. 29, 30, 31, and 32, 16 ft. S. and 12 ft. E.

from center of crossroads, on E. head wall of concrete culvert;

chiseled square._____________________________________________ 905. 54

T. 11 S., R. 22 E., 0.2 mi. N. of quarter cor. between sees. 31 and 32,

on E. side of rd., on top of hill, in W. side of stump of cherry tree;

nail_________________-___-_-_-__-__.__-.______________ 969. 04

T. 12 S., R. 22 E., at N. cor. sees. 5 and 6, at crossroads, about 20 ft. S.

and 20 ft. E. from fence corner, in root of elm tree; nail and washer. _ 956. 96 

Eckman triangulation sta. of U. 'S. C. & G. S. (standard dish in

top of marble post)_____-______________________________._ 1, 004. 358

Eckman triangulation sta., 135 ft. SE. of, near NW. cor. sec. 5, in root

on W. side of maple tree; Yz-in. carriage bolt____________________ 1, 007. 41

T. 12 S., R. 22 E., near quarter cor. between sees. 5 and 6, on E. side of

of rd., in root on W. side of cherry tree; copper nail and washer____ 954. 24 

T. 12 S., R. 22 E., near cor. sees. 5, 6, 7, and 8, 30 ft. E. and 80 ft. S.

from center of crossroads, in root on N. side of twin oak tree; nail

and washer..________________________________ 912. 36

From Bonner Springs quadrangle near Little Stranger Creek west and north 

along roads into Oak Mills quadrangle (part of double-run tie line by 

R. F. Gallup in 1934)

Central (District 9) School, 0.2 mi. W. of Little Stranger Creek and 

0.6 mi. E. of Murray Creek, at quarter cor. between sees. 19 and 30, 

T. 9 S., R. 22 E., at junction of route rd. and T-rd. S., about 26 ft. 

S. and 68 ft. E. from school building, in N. end of concrete step; 

chiseled square___-_-__-_____--______-_---_--_____'___---_-_-_ 1, 003. 63
SUGAR LAKE QUADRANGLE 61

Central School, 0.5 mi. W. of, 0.6 mi. S. of Gospel Tabernacle, at W. 

cor. sees. 19 and 30, T. 9 S., R. 22 E., about 28 ft. S. and 8 ft. E. from 

junction of T-rd., in E. wing wall of N. abutment, at steel highway Feet 

bridge (over Murray Creek?); chiseled square.__.-______________ 917. 14

PARSONS QUADRANGLE

[Latitude 37°-37°30'; longitude 95°-95°30'] 

CHEROKEE, CRAWFORD, 1ABETTE, AND NEOSHO COUNTIES

From Columbus quadrangle west along Baxter Springs-Coffeyville road (U. S. 

Highway 188) to Chetopa (by F. I. Whaley in 1918)

Chetopa, about 3 mi. E. of, 3 mi. W. of Melrose, on line between sees.

32 and 5, Tps. 34 and 35 S., R. 22 E., at iron bridge over stream, in

N. end of W. abutment; chiseled square_______.._____.._.__._ 785. 23

Chetopa, 2 mi. E. of, at W. cor. sees. 6 and 31, Tps. 34 and 35 S., R. 22

E., in NW. corner of crossroads, on W. end of concrete culvert;

chiseled square._.______.________.._______.._..___.___.____ 789. 22

Chetopa, at NE. corner of electric-light plant; U. S. Dept. Agr. iron

post stamped "Drainage Office Experiment Sta., U. S. Dept. Agri.

801.25".--------_--------------------_-__-_-----_---_-_--_- 803.031

Chetopa, in wall of school building at point 1 ft. W. of its SE. corner

and 1 ft. above ground; standard tablet stamped "823.646"._____ 825. 348

PITTSBURG QUADRANGLE »

[Latitude 37°15'-37°30'; longitude 94°30'-94°45'] 

CHEROKEE AND CRAWFORD COUNTIES

From Cherokee quadrangle east along road near south border of Pittsburg 

quadrangle to sec. 14, T. 32 S., R. 25 E., thence south into Galena quadrangle (by D. C. Wray in 1900 and F. I. Whaley in 1916)

T. 32 S., R. 24 E., 20 ft. S. and 30 ft. W. from cor. sees. 13, 14, 23, and 

24, at SW. corner of crossroads; iron post stamped "Prim Trav 

Sta No 16 1916 916"___--__---_--__-_---_---__-__________ 913. 645

T. 32 S., R. 25 E., in NW. cor. sec. 19, SE. of crossroads, 4 ft. E. of 

corner fence post; iron post stamped "904 CRTHG".._____-__ 901. 621

SUGAR LAKE QUADRANGLE "

[Latitude 39°30'-39°45'; longitude 95°-95°15'] 

ATCHISON AND DONIPHAN COUNTIES

From Oak Mills quadrangle northeast along Atchison, Topeka & Santa Fe 

Railway to Atchison, thence southeast 3 miles along Missouri Pacific Railroad (by S. E. Atkinson in 1908 and 6. E. Heebink in 1908-9; leveled twice)

Parnell, 35 ft. W. of general store (formerly post office); iron post (as 

recovered by U. S. C. & G. S. in 1935)_--._-.______________ 1, 053. 286

Parnell, 3 mi. NE. of, about 3 mi. SW. of Atchison, between A., T. &

S. F. Ry. bridges 7 and 8, near Ry. crossing; iron post____________ 906. 485

Atchison, 3 mi. SE. of, 130 ft. S. of Missouri Pacific R. R. milepost 

327, 59 ft. W. of center of track, near bluff, 10 ft. above grade, 16 

ft. toward river from old wagon rd., 8 ft. SE. of 10-in. crab-apple 

tree; cap of iron pipe (Missouri River Commission B. M. designated "267")___._________________________________________ 799. 116

19 Part of this quadrangle lies in Missouri.
62 SPIRIT LEVELING IN KANSAS, 1896 TO 1935

SYRACUSE QUADRANGLE

[Latitude 37°30'-38°; longitude 101°30'-102°] 

GRANT, HAMILTON, KEAKNY, AND STANTON COUNTIES

From lakin quadrangle northwest along Atchison, Topeka & Santa Fe Rail- . way into Tribune quadrangle (by J. C. Barber in 1896 and M. C. McFarlane 

in 1897)

Kendall, 1,500 ft. E. of sta., 137 ft. E. of W. side of sec. 30, T. 24 S., 

R. 38 W., between Ry. and rd., 53 ft. S. of center line of rd., 49 ft. 

N. of center line of tracks; iron post stamped "G 13 3123" (tied Feet 

to U. S. C. & G. S. in 1935),._-_-__--_-_ -__ -- . 3, 131. 095

Kendall, in front of sta.; top of rail______-_-_______-_-----_------ 3, 137. 0

Kendall, 3 mi. NW. of, 3 mi. SE. of Mayline, 12 ft. W. of line between 

sees. 21 and 22, T. 24 S., R. 39 W., 49 ft. S. of center line of tracks, 

20 ft. W. of crossing of private rd.; iron post stamped "G 14 3152". 3, 160. 363

Mayline, 15 ft. E. and 10 ft. S. from NW. cor. sec. 19, T. 24 S., R. 

39 W., on S. side of track; iron post stamped "G 15 3175"___-_-_ 3, 183. 412

Syracuse, 2.5 mi. E. of, 3.2 mi. W. of Mayline, 40 ft. N. and 15 ft. E. 

from quarter cor. between sees. 15 and 16, T. 24 S., R. 40 W., at 

mileage 451.3, 50 ft. S. of center line of track, 25 ft. E. of center of 

crossing of private rd.; iron post stamped "G 16 3198" (as recovered 

by U. S. C. & G. S. in 1934)________________________________ 3, 205. 574

Syracuse, at sta.; top of rail at crossing__-_-_-_-_--__-___________ 3, 231. 3

Syracuse, in western part of, 1,765 ft. S. and 30 ft. E. from NW. cor. 

sec. 7, T. 24 S., R. 40 W., 475 ft. S. of center line of track; iron post 

stamped "G 17 3230"__--________________________ 3,238.492

Syracuse, 3.8 mi. W. of, 10 ft. E. of fence between sees. 3 and 4, T. 24 

S., R. 41 W., 47 ft. S. of center line of track; iron post stamped 

"G 18 3254"_.-__-_._.__-._____..._.._____....__..___._ 3, 262. 495

From Eendall south across Arkansas River (by M. C. McFarlane in 1897; 

unchecked spur line)

T. 25 S., R. 38 W., 70 ft. SE. of NW. cor. sec. 6; iron post stamped

"G 71 3147". _-__.-_--._._._._._______________ 3, 154. 683

Near Kendall (by Nat Tyler, Jr., in 1898; unchecked spur line)

Kendall, about 3 mi. SW. of, in NE. cor. sec. 4, T. 25 S., R. 39 W.;

iron post stamped "3176"_____--___-__-__-____------_-------- 3, 183. 640

Near Syracuse (by Nat Tyler, Jr., in 1898; unchecked spur line)

Syracuse, about 2 mi. NW. of, about 0.3 mi. N. of A., T. & S. F. Ry., 

200 ft. E. of center of sec. 2, T. 24 S., R. 41 W., 150 ft. W. of intersection of half-section line with irrigation ditch; iron post stamped 

"3247"-_--._-_.___-_-_.___-___-_____-___._____-_._ 3, 254. 791

On Arkansas River west of Syracuse (by Nat Tyler, Jr., in 1898; unchecked 

spur line)

Syracuse, about 7 mi. W. of, on line between sees. 1 and 6, T. 24 S., 

Rs. 41 and 42 W., 50 ft. S. of bank of Arkansas River, at fence

... __________ ._ ___- 3,275.170
SYRACUSE QUADRANGLE 03

From Syracuse south along State Highway 27 to Johnson, thence east along 

U. S. Highway 160 into lakin quadrangle (by M. C. McFarlane in 1897; 

double-rodded)

Syracuse, 5.5 mi. by rd. S. of, in SE% sec. 1, T. 25 S., R. 41 W., 30 ft. feet

W. of highway; iron post stamped "G 23 3392"_..___._______._ 3, 400. 436

South Syracuse triangulation sta., 8.5 mi. S. of Syracuse, in SE% sec.

24, T. 25 S., R. 41 W., a few ft. W. of highway, on highest ground

in vicinity; iron post stamped "G 24 35?8"_-_----_-----------_ 3, 515. 368

T. 25 S.,R. 40 W., in SW. cor. sec. 31; iron post stamped "G 25 3489". 3,496. 704 

T. 26 S., R. 41 W., 52 ft. W. and 19 ft. S. from NE. cor. sec. 23; iron

post stamped "G 26 3362" (reset by Kansas Highway Dept. in

1933 at same elevation)___._.____.._.______________________ 3, 369. 790

Floto, 5.0 mi. N. of, in SW. cor. sec. 36, T. 26 S., R. 41 W., on E. side of

highway; iron post stamped "G 27 3265"_ _.______.-___-___-__ 3,272.713

Floto, 2.0 rni. N. of, in SW. cor. sec. 13, T. 27 S., R. 41 W., on E. side of

highway; iron post stamped "G 28 3284"_____________________ 3,291.213

Floto, 1.0 mi. S. of, 6 mi. by rd. N. of Johnson, 58 ft. N. and 47 ft. E.

from SW. cor. sec. 36, T. 27 S., R. 41 W., 51.5 ft. E. of highway;

iron post stamped "G 29 3304" (as reset in 1935 by Kansas

Highway Dept.)__--____-____________________________________ 3, 311. 872

Johnson, 3 mi. by rd. W. and N. from, in SW. cor. sec. 13, T. 28 S., R.

41 W., on E. side of highway; iron post stamped "G 30 3341"..__ 3, 348. 516 

Johnson, 0.5 mi. SE. of, on U. S. Highway 160, in SE. cor. sec. 36,

T. 28 S., R. 41 W.; iron post stamped "G 31 3329"__._----____ 3, 335. 642 

Johnson, 3.5 mi. S. and E. from, in SE. cor. sec. 33, T. 28 S., R. 40 W.;

iron post stamped "G 32 3276".________________________ 3, 282. 895

Johnson, 6.5 mi. E. of, in SE. cor. sec. 36, T. 28 S., R. 40 W.; iron post

stamped "G 33 3222" (recovered by U. S. C. & G. S. in 1935)____ 3, 228. 843 

Johnson, 9.5 mi. E. of, about 13 mi. W. of Utysses, in SE. cor. sec. 33,

T. 28 S., R. 39 W.; iron post stamped "G 34 3187"____________ 3, 193. 402

Ulysses, about 10 mi. W. of, in SE. cor. sec. 36, T. 28 S., R. 39 W.;

iron post stamped "G 35 3117" (recovered by U. S. C. & G. S. in

1935)__--__-_ --- _._-__----------------__ 3, 124. 293

From intersection of U. S. Highway 160 and Stanton-Grant county line south 

along county-line road 3 miles (by Nat Tyler, Jr., in 1898; unchecked spur 

line)

T. 29 S., R. 38 W., in SW. cor. sec. 18; iron post stamped "3139"__ 3, 145. 745

From Lakin quadrangle about 2.5 miles south of Bear Creek west along township-line road to point 1 mile south of Floto (by Nat Tyler, Jr., in 1898; part of 

unadjusted line from point 4.5 miles north of Ulysses closing 1.475 ft. low)

T. 27 S., R. 39 W., in SE. cor. sec. 36; iron post stamped "3126"____ 3, 133. 278

T. 27 S., R. 39. W., in SE. cor. sec. 33; iron post stamped "3164"____ 3, 171. 091

T. 27 S., R. 40 W., in SE. cor. sec. 36; iron post stamped "3193"____ 3, 199. 667

T. 27 S., R. 40 W., in SE. cor. sec. 33; iron post stamped "3264"____ 3, 271. 346

T. 27 S., R. 40 W., in SE. cor. sec. 31; iron post stamped "3296".___ 3, 303. 349

From point 1 mile south of Floto west along township-line road 8 miles, thence 

south 6 miles, thence east along 17. S. Highway 160 to Johnson (by Nat Tyler, 

Jr., in 1898)

T. 27 S., R. 41 W., in SE. cor. sec. 33; iron post stamped "3351"._ 3, 358. 752 

T. 27 S., R. 42 W., in SE. cor. sec. 36; iron post stamped "3396"._ 3, 403. 743 

T. 27 S., R. 42 W., in SE. cor. sec. 33; iron post stamped "3477"____ 3, 484. 248 

T. 28 S., R. 42 W., in SE. cor. sec. 33; iron post stamped "3446".___ 3, 453. 594 

138259 38 5
64 SPIRIT LEVELING IN KANSAS, 1896 TO 1935

Feet

T. 28 S., R. 42 W., in SE. cor. sec. 36; iron post stamped "340S".-_- 3, 414. S33 

T. 28 S., R. 41 W., at E. 1A cor. sec. 33; iron post stamped "3375"-.- 3, 382. 559

From point 11 miles south of Syracuse on State Highway 27 west along road 9 

miles, thence north 6 miles, thence east 3 miles (by Nat Tyler, Jr., in 1898; 

unchecked spur line)

T. 25 S., R. 41 W., in SE. cor. sec. 33; iron post stamped "3530"---- 3, 537. 938

T. 25 S., R. 42 W., in SE. cor. sec. 36; iron post stamped "3430".-.- 3, 438. 123 

T. 26 S., R. 42 W., in NE. closing cor. sec. 5; iron post stamped

"3434"._____._____.___-.______.____.-___.__.___-- 3, 441. 480

1. 25 S., R. 42 W., in NE. cor. sec. 21; iron post stamped "3522".._ 3, 529. 871 

T. 25 S., R. 42 W., in NE. cor. sec. 4; iron post stamped "3489"_..- 3, 497. 199 

T. 24 S., R. 42 W., in SE. cor. sec. 36; iron post stamped -'3435".--- 3, 443. 189

From point 11 miles south of Syracuse on State Highway 27 east along township 

line to point near Hamilton-Kearny county line, thence south 2.5 miles (by 

Nat Tyler, Jr., in 1898; unchecked spur line)

T. 26 S., R. 40 W., in NW. closing cor. sec. 5; iron post stamped 

"3470".-.------------------------------------------------- 3, 478. 006

T. 25 S., R. 40 W., at SW. cor. sec. 36; iron post stamped "3437"_-_ 3, 444. 682 

T. 25 S., R. 39 W., in SE. cor. sec. 31; iron post stamped "3409"._...._. 3, 416. 301

T. 26 S., R. 39 W., in NE. closing cor. sec. 5; iron post stamped "3381"_ 3, 388. 786 

T. 26 S., R. 39 W., in NW. closing cor. sec. 1; iron post stamped

"3254"._____.__.._.__-.____.________---__._._.______ 3,262. 059

T. 26 S., R. 39 W., at E. quarter cor. sec. 14; iron post stamped

"3322".____________________________________ ____________ ____ 3, 329. 350

TRIBUNE QUADRANGLE

[Latitude 38°-38°30'; longitude 101°30'-102°] 

GREEIEY, HAMILTON, KEAKNY, AND WICHITA COUNTIES

From Syracuse quadrangle northwest along Atchison, Topeka & Santa Fe Railway into Granada quadrangle (by M. C. McFarlane in 1897)

Syracuse, about 7 mi. NW. of, about 7.5 mi. SE. of Coolidge, 12 ft. E.

of line between sees. 31 and 36, T. 23 S., Rs. 41 and 42 W., 47 ft.

S. of center line of track; iron post stamped "G 19 3278"-.____ 3, 286. 066 

Coolidge, 4.7 mi. SE. of, 1,848 ft. S. of NW. cor. sec. 27, T. 23 S., R.

42 W., at mileage 464.0, 47 ft. S. of center line of track; iron post

stamped "G 20 3303" (as recovered by U. S. C. & G. S. in 1934).. 3, 311. 398 

Coolidge, 1.8 mi. E. of sta., 12 ft. E. of W. side of sec. 19, T. 23 S., R.

42 W., 48 ft. S. of tracks; iron post stamped "G 21 3337"--.-. 3, 345. 206

WYANDOTTE QUADRANGLE *>

[Latitude 36°30'-37°; longitude 94°30'-95°] 

CHEROKEE COUNTY

From point on Kansas-Oklahoma State line 2 miles south of Baxter Springs 

west along road at State line to west border of quadrangle (by F. W. Hughes 

in 1906 and F. I. Whaley in 1916)

Baxter Springs, about 2 mi. S. of city hall, 3.8 mi. N. and E. from 

Lincolnville (Okla.), 2 ft. N. of E.-W. wire fence, S. of State-line 

rd.; iron post stamped "Prim Trav Sta No 11 845 1906" (in

Okla.)...-...-.-..-....-........--. ...................... 842.406

>° The larger part of this quadrangle lies in Oklahoma and most of the remainder in Missouri. The 

Kansas portion consists of only a narrow strip of territory extending along the north border of the 

quadrangle for about three-quarters of its length and lying just south of latitude 37°. "*'
WYANDOTTE QUADRANGLE 65

Quapaw (Okla.), 2.9 mi. by direct rd. N. of, about 5 mi. by rd. SW. 

of Baxter Springs, at NE. cor. sec. 15, T. 29 N., R. 23 E. (Okla.); Feet 

iron post stamped "841" (in Okla.)___......._.._.___.___..__._ 837. 946

T. 29 N., R. 23 E. (Okla.), 200 ft. W. of N. closing cor. sees. 15 and 

16, 30 ft. S. of junction of State-line rd. and T-rd. N., in base of transmission pole at point about 1.5 ft. above ground; copper nail and 

washer (in Okla.)------------------------------.------.------ 837. 97

Treece, 0.6 mi. E. of, at N. cor. sees. 16 and 17, T. 29 N., R. 23 E. 

(Okla.), 150 ft. E. of junction of State-line rd. and T-rd. S., in base 

of transmission pole; copper nail and washer.___.__--_.____---__ 846. 81

Treece, 0.3 mi. W. of, in NW. cor. sec. 17, T. 29 N., R. 23 E. (Okla.);

iron post stamped "823" (in Okla.)-----------------.---------- 819. 974

Fourmile Creek, 0.6 mi. E. of, in NW. cor. sec. 15, T. 29 N., R. 22 E.

(Okla.); iron post stamped "836" (in Okla.)-- --- ----------- 833. 313

Fourmile Creek, 0.5 mi. W. of, at S. cor. fractional sees. 13 and 18, 

T. 35 S., Rs. 22 and 23 E., at NW. corner of junction of State-line 

rd. and T-rd. N., in root of 18-in. hard-maple tree; copper nail and 

washer_____________________________________________________ 819. 39

T. 35 S., R. 22 E., at S. cor. fractional sees. 14 and 15, at W. end of 

wooden bridge at junction of State-line rd. and T-rd. N., in top of 

bridge floor; copper nail and washer.___________________________ 821. 66

Fairview School, 1.2 mi. S. of, 630 ft. W. of junction of State-line rd. 

and T-rd. S. at N. cor. sees. 13 and 14, T. 29 N., R. 21 E. (Okla.), 20 

ft. S. of S. cor. fractional sees. 15 and 16, T. 35 S., R. 22 E. (Kans.), 

on S. side of rd., opposite T-rd. N.; iron post stamped "Prim Trav 

Sta No 21 1916 798" (in Okla.)........_..................... 795. 177
SUPPLEMENTAL ELEVATIONS

The table below shows the altitudes of stations along the railroads 

in Kansas, the top of the rail at each being chosen to represent that 

station. The figures of elevation were compiled originally by Henry 

Gannett,21 mostly from railroad profiles. They are approximate only 

and should not be used for accurate work.

Supplemental elevations in Kansas

Location

Abbyville, A., T. & S. F. Ry._ ... __ _.

Abilene, U. P. R. R______ _______ _ 

Ada, A., T. & S. F. Rv ._-_----_--_- 

Admire, M. P. R. R_________________-_

Agenda, C., R. I. & P. Ry_-____________

Agra, C., R. I. & P. Ry________________

Agricola, A., T. & S. F. Ry_ _.___.._____

Aikins, U. P. R. R______J_________-____

Alameda, M. P. R. R__--____-____.____

Alamota, A., T. & S. F. Ry_. .____.____.

Albert, A., T. & S. F. Ry_. _-_-______...

Albion, A., T. & S. F. Ry._... ______..._

Alden, A., T. & S. F. Ry _______________

Alexander, A., T. & S. F. Ry__________._

Alida.U. P. R. R______________________

Alien, M. P. R. R_____________________

Alma, A., T. & S. F. Ry._ __--_._.-.____

Almena, C., B. & Q. R. R. __._ _ _____

Altair, U. P. R. R. ____________________

Alta Vista, C., R. I. & P. Ry____________

Altamont, St. L.-S. F. Ry ______________

Alton, M. P. R. R_____________________

Amador, A., T. & S. F. Ry ____________

Americus, M.-K.-T. R. R_ ______________

Ames, M. P. R. R.__________._________

Amiot, M. P. R. R_____-_----:___-_.._

Andale, M. P. R. R____________________

Andover, St. L.-S. F. Ry__ ____________

Angola, M.-K.-T. R. R __

Anna, St. L.-S. F. Ry__________________

Annelly, M. P. R. R__.-.__-___________

Anness, A., T. & S. F. Ry. ______ _______

Anson, M. P. R. R_________._____-__-_

Antelope, C., R. I. & P. Ry_____________

Anthony, A., T & S. F. Ry_____________

Appleton, U. P. R. R___.______________

Arcadia, St. L.-S. F. Ry___ _____________

Arcola, U. P. R. R____________._________

Argentine, A., T. & S. F. Ry____________

Argonia, A., T. & S. F. Ry... _________

Arkalon, C., R. I. & P. Ry__ _ ______ ..

County

Reno. ----------

Dickinson. ____.-_

Ottawa __ -------

Phillips. _--_- _.

Coffey.. ---------

Pottawatomie.

Geary _ ..

Lyon ______ ____

Thomas _ _ _

Butler_--------._

Cloud-----..--..

Anderson_____ __

Butler- __-__ __

SedgwickSumner___--- ._

Ellsworth . . _ _

Wyandotte_______

Sumner_____-

Seward__l. -_---..

Elevation

1,656

1,155

1,284

1,228

1,409

1,856

1, 137

1, 170

1,581

2,607

1 QOQ

1,264

1,680

2,072

1, 103

1,314

1 OK.Q

2, 157

3, 160

1,430

909

1,637

1, 137

1, 152

1,308

1, 048

1,437

1, 350

792

980

1,380

1,382

1,294

1,369

1,343

QQ6

818

1,432

751

1. 247

2; 607

>' Gannett, Henry, A dictionary of altitudes in the United States (fourth edition): U. S. Qeol. Survey 

Bull. 274, pp. 333-360, 1905.

66
SUPPLEMENTAL ELEVATIONS 67

Location

Arkansas City, St. L.-S. F. Ry __________

Arlington, C., R. I. & P. Ry. __________

Anna, M. P. R. R... ___________________

Armstrong, U. P. R. R.---_--.-.- _ ...

Arnold, M. P. R. R__. __. _...__.._. __

Arrington, U. P. R. R___-_______. ______

Ascot, A., T. & S. F. Ry __ ____________

Asherville, U. P. R. R______-___________

Ashland, A., T. & S. F. Ry._. __________

Ashlev, St. L.-S. F. Ry__-_-__ ________

Ashton, A., T. & S. F. Ry_____ _________

Assaria, U. P. R. R_ _____--_-----______

Astor, M. P. R. R_____________________

Athol, C., R. I. & P. Ry____________..__

Atlanta, St. L.-S. F. Ry________________

Attica, A., T. & S. F. Ry_______________

Atwood, C., B. & Q. R. R______________

Augusta, A., T. & S. F. Ry_____________

Aulne, C., R. I. & P. Ry-. _____________

Aurora, A., T. & S. F. Ry_. ____________

Austin, M.-K.-T. R. R__-__-__---____._

Axtell, U. P. R. R-_-_-_--------__---_-

Azua, M. P. R. R__________. __________

Bailey, St. L.-S. F. Ry_. _______________

Baileyville, U. P. R. R___._____-__.__._

Baker, M. P. R. R______________.______

Bala, C., R. I. & P. Ry._ _ ____________

Balta, U. P. R. R___________-__________

Bandera, M. P. R. R____.______________

Bangor, M.-K.-T. R. R __ _____________

Barber, St. L.-S. F. Ry__. ______________

Barclay, A., T. & S. F. Ry______________

Barnard, A., T. & S. F. Ry_ ___________

Barnes, M. P. R. R___________-_. ______

Barrett, M. P. R. R_____-__.___--______

Bartlett, M. P. R. R____________-_____-

Barush, M. P. R. R____________. _______

Basil, A., T. & S. F. Ry._ _______._..___

Batesville, M. P. R. R___.______-___.__

Bavaria, U. P. R. R._ -____--_---_____

Baxter Springs, St. L.-S. F. Ry_ __ _____

Bayard, M.-K.-T. R. R.________________

Bayneville, M. P. R. R____________..___

Bazaar, A., T. & S. F. Ry________ ______

Bazine, A., T. & S. F. Ry.__-__-_-._-__-

Beagle, M.-K.-T. R. R_ _.___..__ _________

Beardsley, C., B. & Q. R. R__ __________

Beattie, U. P. R. R_____.______________

Beaumont, St. L.-S. F. Ry_. ____________

Bedford, M. P. R. R____. ______________

Beeler, A., T. & S. F. Ry.___. __________

Bellaire, C., R. I. & P. Ry______________

Belle Plaine, A., T. & S. F. Ry.-._______

Bellefont, A., T. & S. F. Ry_ _________

Belleville, U. P. R. R___----_-_--______

Belmont, M. P. R. R_ __..--_.__,______

Beloit, M. P. R. R _ __________________

Belpre, A., T. & S. F. Ry________ _ ____

Belvidere, A., T. & S. F. Ry__-_-_-___-_

Belvue, U. P. R. R_____---_---________

Bendena, C. R. I. & P. Ry ___ _ _______

Benedict, A., T. & S. F. Rv__. ___________

County

Cowley __ ______

Crawford-__---___

Wyandotte. __--__

Ness...-. ________

Mitchell_-__-__-_.

Clark_-______.___

Green wood- ______

Saline__-___--___

("Jrpplpv

Smith_______.____

Harper_____-_-___

Butler. _ _______

Cloud____.- ._-_

XTpncjVin

Marshall __--_-_.

Bourbon. ___---_.

Brown. __________

Riley------------

Russell________.__

Bourbon. -___--__

Crawford___------

Osage.----.-- __

Lincoln. ________

Washington. _ ._ _ . _

Labette___ _______

Rush. ______.-.__

Woodson.. _______

Saline--.__--_-__.

Alien. ____._..___

Sedgwick.. _______

Chase.___________

Butler___________

Stafford__________

\!"pC!Q

Smith _ _________

Ford-... _ ._._._

Republic ____--._

Mitchell _ -------

Edwards. _-,---__

Pottawatomie.

Doniphan. ___--__

Wilson_______..__

Elevation

1,075

1,594

1,017

757

2,567

930

1,421

1,347

1,950

996

1,216

1,285

3,759

795

1,786

1,433

1,446

2,845

1,223

1,399

1,481

906

1,361

818

1,202

1,293

1, 161

1,266

1,880

849

846

971

1,178

1, 325

1,334

1, 130

888

2, 028

1,597

1,059

1, 272

825

1,023

1,300

1, 225

2,120

952

3, 197

1,293

1,589

1,844

2,484

1, 868

1,205

2,348

1,544

1,574

1,380

2,082

1,840

960

1, 109

865
68 SPIRIT LEVELING IN KANSAS, 1896-1935

Location

Benedict Junction, A., T. & S. F. Ry....-

Bennington, U. P. R. R___-______ .___.-

Bentley, St. L.-S. F. Ry_ ...............

Benton, M. P. R. R_. _ _..._.._.... _

Bern, C., R. I. & P. Rv___... __________

Berryton, M. P. R. R________ ...__.___..

Berwick, C.. R. I. & P. Ry_. ..._..-._..

Bethel, K. C., L. & W. Ry._... _________

Beulah, St. L.-S. F. R. R_._.__ ____ _____

Bevard, U. P. R. R._-.___-._. .........

Beverly, U. P. R. R.____. ...._.._.... .

Big Bend, M. P. R. R__ _ _...... __ __

Big Hill, St. L.-S. F. Ry____ ............

Big Stranger, U. P. R. R._ _____________

Bigelow, M. P. R. R,._____ _ :_._......

Bird Citv, C., B. & Q. R. R..._. ._.__.__

Bishop, C., R. I. & P. Ry______ _________

Bison, M. P. R. R________._.___......_

Black Wolf, U. P. R. R_.__. .. _________

Blaine, U. P. R. R_. ..______.____....._

Blair, U. P. R. R_. ___.____.__..._.____

Blakeman, C., B. & Q. R. R__. .........

Blodgett, St. L.-S. F. Ry_ __:_____.. _

Bloom, C., R. I. & P. Ry____._.._ _ ...

Bloomington, M. P. R. R _ ___________

Blue Mound, M. P. R. R____. __________

Blue Rapids, U. P. R. R______ ___.._.__.

Bluff City, A., T. & S. F. Ry___. ________

Bogue, U. P. R. R-_-_--_- ___ __ _ -__

Boicourt, St. L.-S. F. Rv_ _____ ____ _

Bolton, A., T. & S. F. Rv________ __ ...

Bonita, St. L.-S. F. Ry____. _____..__.._

Bonner Springs, A., T. & S. F. Ry_______

Boyd, M. P. R. R______. ..............

Boyle, U. P. R. R__ ._.______ __________

Braddock, A., T. & S. F. Ry___. ________

Brainerd, M. P. R. R______ _ ._ _ _ _ _

Brazilton, A., T. & S. F. Ry. ___________

Bremen, U. P. R. R ___ ._._______-____

Brenham, C., R. I. & P. Ry_ _____ ___

Brenner, C., B. & Q. R. R________ _ ___

Brewer, A., T. & S. F. Ry_____________.

Brewster, C., R. T. & P. Ry________ _ __

Bridgeport, M. P. R. R_____._____-_-_-

Bristol, M.-K.-T. R. R__ __._:____ ___ _

Bronson, M. P. R. R __ _______________

Brooks, St. L.-S. F. Ry __ _____________

Brookville, U. P. R. R______________-._

Brosseau, U. P. R. R _ ________________

Broughton, U. P. R. R____. ____________

Brownell, M. P. R. R__________________

Bruce, St. L.-S. F. Ry... _ __ _________

Buck Creek, U. P. R. R _ __ _

Bucklin, C., R. I. & P. Ry _ ___________

Bucyrus, M. P. R. R __ _ _______

Buffalo Park, U. P. R. R__.________--__

Buhler, St. L.-S. F. Ry____________---_-

Bunkerhill, U. P. R. R____________._-_.

Burden, A., T. & S. F. Ry._______--_-_-

Burdett, A., T. & S. F. Ry___________.__

Burdick, A., T. & S. F. Ry_. ...........

Burgess, St. L.-S. F. Ry_-_-_-_-_-__- _

Burlingame, A., T. & S. F. Rv..._ ------

County

Butler__._ _ ____

Nemaha _ _______

Shawnee. _ _______

Nemaha__________

Wyandotte ______

Lincoln- _ _______

Phillips...--.---.

Labette. ______ _-_

Lea venworth __

Marshall.. _______

Cheyenne. _______

Ellsworth_ _ ____

Pottawatomie.- _ _ _

Greenwood. ______

Osborne__--___-_.

Marshall. _ __._-_

Harper_ __________

Barton.. _________

Butler.. __ ______

Marshall. ___ .___

Kiowa_ _____...___

Saline___-_ --_____

Coffey.--.------.

Cloud.... ________

Ness__ ________ ___

Ford____-------_-

Gove____--------

RusselL--------..

Cowley __ -_. -_

Pawnee. _________

Morris. _----__.__

Butler______. _ _

Osage_--_--_-_--_

Elevation

843

1,223

1,392

1,366

1,280

992

1, 358

998

970

952

1,326

1,849

823

847

1, 118

3,454

885

2,015

1,568

1,507

897

2, 899

1,455

2,586

1,603

1,046

1, 119

1,202

2,039

801

825

1, 105

785

1,854

1,200

1, 404

1, 372

1,013

1,328

2,197

972

1,268

3,420

1,303

1,072

1,071

882

1, 354

1,332

1, 170

2,419

899

846

2,413

1, 116

2,749

1,480

1,862

1,375

2,113

1,460

1,426

1,057
SUPPLEMENTAL ELEVATIONS 69

Location

Burlington, A., T. & S. F. Ry._... ___...

Burns, A., T. & S. F. Ry. ._._._._.,__._.

Burr Oak, M. P. R. R___... __._..._.._.

Burrton, St. L.-S. F. Ry._. ._..._. ______

Bushong, M. P. R. R____. _____________

Bushton, M. P. R. R.__________________

Buxton, A., T. & S. F. Ry._ ____________

Cairo, A., T. & S. F. Ry______ ..........

Caldwell, C., R. I. & P. Ry.............

Calista, A., T. & S. F. Ry_. ____________

Calvert, C., R. I. & P. Ry_...-_........

Cambridge, A., T. & S. F. Ry_ __________

Cameron City, M. P. R. R__ ..........

Campus, U. P. R. R... ________________

Caney, M. P. R. R_. __________________

Canton, A., T. & S. F. Ry. _____________

Carbondale, A., T. & S. F. Ry_ _________

Carlton, M. P. R. R. __________________

Carlyle, A., T. & S. F. Ry_. ..._........

Carmean, M.-K.-T. R. R... ____________

Carneiro, U. P. R. R______.______._____

Carona, M. P. R. R____________________

Carvel, A., T. & S. F. Rv.._ ___ _______._

Castleton, A., T. & S. F. Ry____________

Cawker City, M. P. R. R_ __ __________

Cedar, M. P. R. R__ ___________________

Cedar Bluffs, C., B. & Q. R. R__________

Cedar Point, A., T. & S. F. Ry____ ______

Cedar Vale, M. P. R. R... _____________

Celia, C., R. I. & P. Ry________________

Centerville, M.-K.-T. R. R. ____________

Centralia, M. P. R. R__________________

Chanute, A., T. & S. F. Ry______ .......

Chapman, U. P. R. R___. ___--_-____-._

Charleston, A., T. & S. F. Ry____ _______

Chase, A., T. & S. F. Ry_______________

Chautauqua, A., T. & S. F. Ry _ _______

Cheney, A., T. & S. F. Ry____ __________

Cherokee, St. L.-S. F. Ry_______________

Cherokee Junction, M.-K.-T. R. R___.._

Cherryvale, A., T. & S. F. Ry.. .........

Chetopa, M.-K.-T. R. R... _____________

Chicopee, M. P. R. R__________________

Chiles, M. P. R. R____ _________________

Choteau, A., T. & S. F. Ry_. _ ........

Cicero, A., T. & S. F. Ry_______________

Cimarron, A., T. & S. F. Ry.___________

Circleville, U. P. R. R__________________

Claflin, M. P. R. R____________________

Clare, A., T. & S. F. R. R____:_ ........

Clarendon, A., T. & S. F. Ry_ __________

Clarksburg, St. L.-S. F. Ry _____________

Clay Center, U. P. R. R________________

Clayton, C., R. I. & P. Ry __ .........

Clearwater, M. P. R. .R________ ________

Cleburne, U. P. R. R__________________

Clements, A., T. & S. F. Ry _ _________

Clifton, U. P. R. R-----_------.-----_

Climax, A., T. & S. F. Rv______________

Clonmell, A., T. & S. F. Ry_____________

Clyde, U. P. R. R_____________________

Coalvale. St. L.-S. F. Rv__ _____ -__

County

Coffey.---- ------

Pratt. ___________

Norton __ _'______

Cowley __ ___----

Cowley_-_--------

Gove. ----------

Montgomery.-----

OQSI PP P

Alien.. __-_-_----

Coffey..---.-----

Ellsworth __ _--__

Reno. -----------

MitchelL ------

Smith____________

Wabaunsee. -____.

Nemaha.--------.

Dickinson __--_.__

Gray ._--__._

Rice. --__-----.-_

Chautauqua.

Crawf ord. ___--._.

Montgomery _ ...

Miami. ___-_-___ _

Johnson.-.- ----- _

Sumner. _._--__-_

Gray --------

Jackson. ____-__..

Johnson.-.-... ...

Bourbon, _.--___-

Clay.. -----------

Sedgwick. ______-.

Riley----.-----..

Chase... ------- _.

Washington.----..

Cloud... ---------

Crawf ord._ . __-.-_

Elevation

1,037

934

1,498

1,664

1,455

1,382

1,772

977

1,731

1, 116

1,607

2, 202

1,245

1,090

2,988

740

1, 593

1,090

1,330

990

987

1,551

920

1,632

1,469

1,478

1,630

2, 551

1,247

909

1,226

885

1, 256

943

1..114

2, 706

1,718

934

1,390

924

838

837

824

920

1,099 -

768

1,293

2,618

1, 102

1,806

1,022

1,752

900

1,198

2,423

1,269

1,081

1,229

1,265

1,029

1,366

1,297

826
70 SPIRIT LEVELING IN KANSAS, 1896-1935

Location

Coats, A., T. & S. F. Ry._ _ _____ __ _

Codell, U. P. R. R_____________________

Coffeyville, M. P. R. R___ _ ___________

Cokedale, M.-K.-T. R. R_______._______

Colby, U. P. R. R___. _--__---___-_--__

Coldwater, A., T. & S. F. Ry__ _ _______

Colfax, M. P. R. R________-__._-_______

Collyer, U. P. R. R___-_--_____________-

Colony, A., T. & S. F. Ry _ ____________

Columbus, M.-K.-T. R. R. ___ __.-___-_.

Colwich, M. P. R. R _ _________________

Comiskey, M. P. R. R_ ________________

Concordia, M. P. R. R__________________

Condon, M.-K.-T. R. R__________________

Conner, St. L.-S. F. Ry____________ ____

Conway, A., T. & S. F. Ry_______.___-__

Conway Springs, M. P. R. R __ _

Coolidge, A., T. & S. F. Ry___-_-.-_-_-__

Corbin, C., R. I. & P. Ry_. _____________

Corlett, M. P. R. R_____________________

Corliss, A., T. & S. F. Ry ______________

Cornell, M. P. R. R______. _____________

Corning, M. P. R. R _ _________________

Coronado, M. P. R. R___ __ ____ ___

Corral, U. P. R. R____________________

Corwin, M. P. R. R___________ _____

Costello, M. P. R. R _ _ _

Cottonwood Falls, A., T. & S. F. Ry.____

Council Grove, M.-K.-T. R. R. _________

Courtland, A., T. & S. F. Ry ___ _____

Cowley, M. P. R. R _ ______________

Coyville, A., T. & S. F. Ry._____-______

Craig, A., T. & S. F. Ry._______________

Crane, A., T. & S. F. Ry____-._._______

Crawford, M. P. R. R________________

Crestline, St. L.-S. F. Ry.__.______ _____

Crisfield, A., T. & S. F. Ry_.-__-__-.___

Crystalsprings, A., T. & S. F. Ry__ _ ...

Cuba, C., B. & Q. R. R________________

Cullison, C., R. I. & P. Ry_____________

Culver, U. P. R. R_________.._________

Cummings, A., T. & S. F. Ry_ ___ _____

Dalbey, M. P. R. R__ ______________

Dale, A., T. & S. F. Ry________________

Dalton, A., T. & S. F. Ry____----______

Damar, U. P. R. R_______ ____ _______

Dana, St. L.-S. F. Ry _ _ _ _

Danville, A., T. & S. F. Ry_____________

Darlow, A., T. & S. F. Ry_______--_.___

Dartmouth, A., T. & S. F. Ry __ ______

Day, M. P. R. R______________________

Dearing, M. P. R. R____ _ ____________

Deavers, A., T. & S. F. Ry___.___._..._

Deerfield, A., T. & S. F. Ry __ _________

De Graff, A., T. & S. F. Ry___._--_ __ _

Delavan, M. P. R. R __ ________ _____

Delia, U. P. R. R__.___-____. ._-.______

Dellvale, C., R. I. & P. Ry__ _____ __

Delphos, U. P. R. Rl. .................

Dennis, St. L.-S. F. Ry_... _._._-___- 

Densmore, M. P. R. R_ ________ _______

Denton, C., R. I. & P. Ry_. _ _________

De Soto. A.. T. & S. F. Rv____.________

County

Pratt. _--._._ __ .

Montgomery __ _ .

Cherokee__-__-_--

Thomas- . ________

Comanche. _______

TVprrn

Cherokee_ ________

Sedgwick_ ________

Lyon ____________

Cloud-___ _______ _

Labette__ ___ _

Montgomery. ___ _ _

McPherson___ __

Sumner. _________

Hamilton _ _ _

Sumner __ ______

Cowley ____ _ __

Johnson _ _

Crawford___ ___ _

Leaven worth __

Harper. _

Morris .__ ___ __

Republic. _______

Phillips_-._______

Rice_ -__-_-_--.

Harper___________

Harper___________

Pratt___ ________

Ottawa __ ----__.

Atchison. _______

Cowley __ ----__

Sumner. _________

Rooks.___--__ __-

Miami___ __ _

Harper __ . ____

Washington __ __

Montgomery _____

Osage _ _ _ _

Butler...........

Morris ___ _ __

Norton __ .._.._.

Ottawa _________

Labette _.-__._ .

Norton _ ________

Doniphan ________

Johnson _____ _._

Elevation

1,962

1,982

747

892

3, 141

2,089

868

2,579

1, 124

893

1,384

1,244

1,366

842

760

1,537

1,350

3,355

1,156

1,048

783

947

1, 358

3,277

784

1,274

886

1, 194

1,232

1,504

1,754

888

845

780

1,695

869

1,342

1,434

1,578

2,038

1,267

983

783

864

1,201

2, 113

864

1, 341

1,558

1,811

1,316

758

956

2,936

1,390

1,502

973

2,341

1, 300

919

2,064

1,073

795
SUPPLEMENTAL ELEVATIONS 71

Location

Detroit, U. P. R. R_. __________________

Devon, M. P. R. R____. _______________

Dexter, M. P. R. R____________________

Diamond Springs, A., T. & S. F. Ry__...

Dighton, A., T. & S. F. Ry_. ___________

Dillwyn, A., T. & S. F. Ry_ ____________

Dodge City, A., T. & S. F.-Ry_. ________

Doniphan, C., B. & Q. R. R__. _________

Dorrance, U. P. R. R.___. _____________

Double, U. P. R. R________ ____________

Douglass, A., T. & S. F. Ry ____ .....

Downing, M.-K.-T. R. R_ _______ _.._._.

Downs, M. P. R. R____ ______ . __ _.

Drake, U. P. R. R.__ ______ ___________

Dresden, C., R. I. & P. Ry_____________

Drew, M. P. R. R._______________.____

Drury, A., T. & S. F. Ry_______________

Drywood, M. P. R. R__________________

Dudley, M.-K.-T. R. R______.__. __._..

Dundee, A., T. & S. F. Ry___ ___________

Dunlap, M.-K.-T. R. R________________

Duquoin, A., T. & S. F. Ry__. __________

Durand, M. P. R. R_______________.___

Durham, C., R. I. & P. Ry_ ____________

Dwight, C., R. I. & P. Ry__ ____________

Earlton, A., T. & S. F. Ry______________

Easton, U. P. R. R____________________

Eaton, M. P. R. R _ .. _ ._.._.___.__.

Edgerton, A., T. & S. F. Ry...... _______

Edna, M. P. R. R_____________________

Edson, C., R. I. & P. Ry___ ____________

Edward, St. L.-S. F. Ry___ _____________

Edwardsville, U. P. R. R______.________

Effingham, M. P. R. R. __ ____________

Elbing, C., R. I. & P. Ry__ _ __________

Eldorado, A., T. & S. F. Ry_______.____

Elgin, A., T. & S. F. Ry._-._-_. ________

Elk City, A., T. & S. F. Ry_. ___________

Elk Falls, A., T. & S. F. Ry_. __________

Ellinor, A., T. & S. F. Ry. _____________

Ellinwood, A., T. & S. F. Ry__ _.__......

Ellis, U. P. R. R._.___. ...._._. -_.-.._.

Ellsworth, U. P. R. R _________________

Elm, M. P. R. R. _____________________

Elmdale, A., T. & S. F. Ry. ____________

Elmer, M. P. R. R_____________________

Elmo, M. P. R. R____________ _________

Elmont, C., R. I. & P. Ry. _ __________

Elsmore, M.-K.-T. R. R__ ______________

Elwood, C., R. I. & P. Ry__._. _________

Elyria, M. P. R. R_____. ______........

Emmett, U. P. R. R.__. _______________

Emmons, C., B. & Q. R. R_____. .......

Empire, St. L.-S. F. Ry. ___________ _ .

Empire Junction, St. L.-S. F. Ry __.___. .

Emporia, A., T. & S. F. Ry_. ___________

Emporia Junction, A., T. & S. F. Ry_____

Englevale, M. P. R. R___ __ __________

Englewood, A., T. & S. F. Ry__ _________

Enterprise, A., T. & S. F. Ry. __________

Erie, A., T. & S. F. Ry. __ ____________

Esbon, C., R. I. & P. Rv__. ..________._

Eskridge, A., T. & S. F. Rv__.__ ________

County

Bourbon. __ ____..

Cowley. _________

Morris.- ____-_-_

Lane __._.._____--

Stafford. .__... ___

Russell__________.

Doniphan _______

Butler_____._..._

Morris. _________

Osage . .. . _-__

Crawford ._ _.--.

Woodson. ________

Neosho.. __._._..

Johnson.... ___--.

Butler_ _________

Butler_____..____

Elk....... .......

Barton. __._ _-._-_

Ellis--__-_. ......

Ellsworth ________

Reno ___ __.__._.

Shawnee. ________

Alien. _._-_...-_-

McPherson. ___..

Pottawatomie.. _ _ _

Cherokee. __...._

Cherokee. _...____

Lyon _-._______

Crawford ________

Clark. .._......._

Dickinson, _______

Neosho __________

Wabau nsee____ ..

Elevation

1,136

852

900

1,344

2,754

1,984

2,480

897

1,730

1, 123

1,204

1,313

1,484

973

2,736

1,089

1,093

859

929

1,897

1, 180

1,583

1,002

1,376

1,499

963

906

1,035

966

979

3,578 034

780

1,132

1,436

1,292

788

825

930

1, 152

1,788

2, 120

1,538

900

1,202

1,538

1,352

945

1,055

816

1,485

1,024

1,283

881

865

1, 140

1,138

963

1,961

1, 140

902

1,832

1,405
72 SPIRIT LEVELING KANSAS, 1896-1935

Location

Esmond, M.-K.-T. R. R_________ _______

Eudora, A., T. & S. F. Ry______________

Eureka, A., T. & S. F. Ry _________ .

Eureka Lake, U. P. R. R___.__ ________

Everest, M. P. R. R ___ __ _____ ___

Ewell, M. P. R. R.____________. _______

Fairmount, U. P. R. R___________._____

Fairview, C., R. I. & P. Ry_ _ _________

Fall Leaf, U. P. R. R__________________

Fall River, St. L.-S. F. Ry_____._______.

Falls, A., T. & S. F. Ry_____.__________

Falun, M. P. R. R___________ _ _______

Fanning, C., B. & Q. R. R_________ _____

Farlington, St. L.-S. F. Ry____ _ _______

Farmington, M. P. R. R ___ ________ _

Faulkner, M. P. R. R.-_____-__________

Ferguson, A., T. & S. F. Ry_.__________

Fernie, A., T. & S. F. Ry._____________.

Filler, St. L.-S. F. Ry__________________

Findlay, M.-K.-T. R. R_______.________

Flat Rock, M. P. R. R________________

Fleming, M.-K.-T. R. R___ __ _ _ _ _ _

Floral, St. L.-S. F. Ry__________________

Florena, U. P. R. R___._________ _ ____

Florence, A., T. & S. F. Ry____________

Fontana, St. L.-S. F. Ry____ _______ _

Ford, C., R. I. & P. Ry_____________ _

Forest Lake, U. P. R. R _ ________

Formoso, C., R. I. & P. Ry_____________

Fort Leavenworth, M. P. R. R_____

Fort Riley, U. P. R. R____________ _

Fort Scott, M.-K.-T. R. R_________

Fostoria, U. P. R. R_______-______

Fowler, C., R. I. & P. Ry ___ _____

Frankfort, M. P. R. R ___________

Frederick, M. P. R. R __ _________

Fredonia, M. P. R. R___________ _

Freemont, M. P. R. R__ __________

Freeport, M. P. R. R_____________ __ _

Friend, A., T. & S. F. Ry__ __ ______

Frisbie, A., T. & S. F. R. R_____________

Frontenac, K. C. S. Ry __ ______ _____

Fruitland, U. P. R. R_______ ___ _____

Fuller, K. C. S. Ry___.____-_-_________

Fulton, St. L.-S. F. Ry_____ ________

Furley, C., R. I. & P. Ry___. _ _ _ ____

Galena, St. L.-S. F. Ry __ _____________

Galesburg, M.-K.-T. R. R_ _____________

Gait, A., T. & S. F. Ry_______._________

Galva, A., T. & S. F. Ry_________ ___ _

Garden Plain, A., T. & S. F. Ry_________

Gardner, A., T. & S. F. Ry_____ _

Garfield, A., T. & S. F. Ry_____________

Garland, St. L.-S. F. Ry______-___-._-__

Garnett, A., T. & S. F. Ry__ __ ________

Gas, M.-K.-T. R. R________. _-_--_____

Gatesville, U. P. R. R .... ______________

Gaylord, M. P. R. R_._________-_______

Gem, C., R. I. & P. Ry____._-----__-_-

Geneseo, M. P. R. R__. ________________

Geneva, A., T. & S. F. Ry__.___________

Geuda Sorines. A.. T. & S. F. Rv___ _ ._

County

Greenwood. ______

Riley______ ___ __

Brown. ______ .___

Greenwood. ______

Saline_______ ___.

Crawford____ ____

Cherokee_-----_--

Crawford______

Linn. ____________

Shawnee. _____

Marshall. ________

Marion_ _ _______

Miami. ___ ___

Ford _ __________

Leavenworth_ _ _ _ _

Pottawatomie.. _ _ .

Meade. ._--___._

Marshall. ________

Harper___ ________

Crawford_-___._-

Leavenworth __ _.

Crawf ord _ _______

Bourbon___ ___

Cherokee_ ______

Neosho __ _____ _

Rice_ _________ _

Sedgwick________

Johnson... -_._-_ _

Pawnee. . _-----_-

Bourbon. _____

Anderson_ _ ______

Riley_. ___-_---__

Allen-__--_------

Clay____. ________

Smith_____.__---_

Thomas.---.--- _

Rice. ___-___--_ __

Allen____-____-_.

Sumner... ______

Elevation

2,121

814

1,084

1,033

1, 130

1,342

948

1,214

812

930

1, 109

1, 344

908

981

1,026

826

1,316

1, 551

984

952

918

865

1,228

1,094

1, 271

926

2,408

782

1,515

791

1,065

798

1,461

2, 480

1, 142

1,764

868

1,380

1,330

2,912

786

952

798

915

814

1,409

876

972

1,636

1,547

1,450

1,065

2, 069

850

1,047

1,058

1,020

1,155

1,596

3,098

1,753

1,012

1, 153
SUPPLEMENTAL ELEVATIONS 73

Location

Gilbert, M. P. R. R____ .._..__. ________

Girard, St. L.-S. F. R. R_______ ........

Glade, M. P. R. R........ .............

Gladstone, A., T. & S. F. Ry__ ......... .

Glasco, U. P. R. R _----------------.

Glen Elder, M. P. R. R... ...__........_

Glendale, A., T. & S. F. Ry _ __________

Glenloch, M. P. R. R... _______________

Goddard, A., T. & S. F. Ry__. __________

Godfrey, St. L.-S. F. Ry_. ..............

Goff, M. P. R. R._ ._.-.. ______________

Goodland, C., R. I. & P. Ry____________

Goodrich, M.-K.-T. R. R. ______________

Gorham, U. P. R. R._ ________________

Grainfield, U. P. R. R__________________

Grand Summit, A., T. & S. F. Ry _._._..

Grantville, U. P. R. R__________. ______

Gray, A., T. & S. F. Ry. _...._..._.....

Great Bend, A., T. & S. F. Ry. .........

Green, U. P. R. R. ____________________

Greenleaf, M. P. R. R____ ______________

Greensburg, C., R. I. & P. Ry __ _______

Greenwich, M. P. R. R________-_________

Grenola, A., T. & S. F. Ry... . __________

Gretna, C., R. I. & P. Ry______________

Gridley, A., T. & S. F. Ry....... .......

Grinnell, U. P. R. R____ _______________

Grove, U. P. R. R..... ________________

Groveland, C., R. I. & P. Ry_. ..-. _ _

Grover, A., T. & S. F. Ry. _____________

Gypsum, M. P. R. R.... _______________

Haddam, C., B. & Q. R. R. ____________

Halcyon, M. P. R. R_. _________________

Hale, M. P. R. R______________________

Half Mound, U. P. R. R_______________

Halford, U. P. R. R____________________

Hallowell, St. L.-S. F. Ry. _ _.__.._....

Halls Summit, A., T. & S. F. Ry. _______

Hallville, M. P. R. R. _________________

Halstead, A., T. & S. F. Ry_____. _______

Hamburg, A., T. & S. F. Ry_. __________

Hamlin, U. P. R. R______._____________

Hammond, St. L.-S. F. Ry_ ___ ________

Hamner, A., T. & S. F.Ry... ___________

Hampson, A., T. & S. F. Ry. ___________

Hannum, A., T. & S. F. Ry. _ _________

Hanover, C., B. & Q. R. R_____________

Harding, M. P. R. R. _ _______________

Hargrave. M. P. R. R__________________

Harlan, M. P. R. R___. _.___..--__-_.__

Harper, A., T. & S. F. Ry_.---__-_____.

Harris, M. P. R. R_______ .............

Hartford, M.-K.-T. R. R._ .____..__..__

Harveyville, A., T. & S. F. Ry. _________

Havana, A., T. & S. F. Ry_____________

Haven, M. P. R. R_-__._____----_____.

Havensville, U. P. R. R_-..__._____..._

Haverhill, St. L.-S. F. Ry._____. _______

Haviland, C., R. I. & P. Ry_. __________

Haworth, C., B. & Q. R. R__._ .__.___._

Hawthorne, A., T. & S. F. Ry __ _______

Hays, U. P. R. R___. __________________

Havsville. C.. R. I. & P. Rv-..-----.--.

County

Mitchell._________

Crawford. __-_-_--

Phillips. --_..--..

Cloud.... ..---...

Mitchell_________-

Saline____ __-___._

Sedgwick. ________

Cowley __ _.._--

Hodgeman.. .....

Barton. _____ ____

Clay.. ___________

Washington _ _.._

Kiowa. __-_-.- ...

Elk... ........ ...

Phillips. _________

Coffey... ..-_----

Gove___ ___.___-.

Douglas...... -.

(!Vi pvnlfpp

Coffey....---.---

Bourbon. ____--_.

Kingman__ _-_----

Cloud__-____-_..-

Smith____________

Reno. ______----.

Butler. ___... ---_

Kiowa. _____----.

Ellis______ ..-_.--

Sedewick. ________

Elevation

1,430

980

1 794

1, 171

1,320

1,424

855

975

1,470

054

1,201

3,698

894

1,946

2,814

1,438

877

2, 123

1,843

1,392

1,414

2,230

1,398

1, 109

1,864

1,131

2,909

940

1,485

856

1,232

1,389

3, 182

973

938

3,082

847

1,210

1,395

1,388

2,029

983

874

1,348

1,368

1,370

1,234

858

2,181

1,580

1,417

1,000

1,082

1, 106

762

1,480

1,168

1,324

2, 155

1,440

962

2,000

1.268
74 SPIRIT LEVELING 1ST KANSAS, 1896-1935

Location

Hazelton, A., T. & S. F. Ry_. _-.......

Healy, M. P. R. R__._.._ _ _......____

Heizer, A., T. & S. F. Ry... _.._______..

Helmick, M. P. R. R__. _...__._.___:_.

Henson, St. L.-S. F. Ry_______. _..___..

Hepler, M.-K.-T. R. R_____. ._._____._ 

Herington, C., R. I. & P. Ry_ _ .._.__._

Herkimer, U. P. R. R__. _______________

Herndon, C., B. & Q. R. R__ _.__..._._.

Hertha, M.-K.-T. R. R.__ ______________

Hesston, M. P. R. R._. ________________

Hewins, A., T. & S. F. Ry__ _-_'-__ ____ __

Hiattville, M.-K.-T. R. R__ ___________

Hiawatha, U. P. R. R__________________

Hill City, U. P. R. R__________________'

Hillsboro, A., T. & S. F. Ry________ _._.

Hillsdale, St. L.-S. F. Ry_____ __________

Hilltop, A., T. & S. F. Ry______________

Hilton, U. P. R. R -__------- ----

Hinton, M. P. R. R____________________

Hoag, St. L.-S. F. Ry__________________

Hog Back, U. P. R. R______.__________

Hoge, U. P. R. R____-____-___-__---_.-

Hoisington, M. P. R. R____ _ ______

Hollenberg, U. P. R. R _ ______________

Holliday, A., T. & S. F. Ry_ ____'________

Hollis, U. P. R. R-______--__----___.__

Holton, C., R. I. & P. Ry______________

Holyrood, A., T. & S. F. Ry_. .-_.______

Home, U. P. R. R_ _ ____________ __

Homer, U. P. R. R____________________

Homewood, A., T. & S. F. Ry _ ________

Hooser, M. P. R. R______._-____.______

Hope, M. P. R. R_____________________

Hopkins, M. P. R. R____ ________

Horace, M. P. R. R __ ____________ ___

Horners, A., T. & S. F. Ry____._ _ ____

Horton, C., R. I. & P. Ry___.____._____

Howard, A., T. & S. F. Ry_____. _______

Howell, A., T. & S. F. Ry______ __ ____

Hoxie, U. P. R. R_ _ __. _ __ __ _____

Hoyt, C., R. I. & P. Ry___-____----_-_.

Hudson, M. P. R. R___________________

Hull, U. P. R. R______________._______

Humboldt, A., T. & S. F. Ry__ _________

Hund, U. P. R. R-__-___._____________

Hunter, A., T. & S. F. Ry_-____--_.____

Huron, M. P. R. R____________________

Huscher, A., T. & S. F. Ry_____________

Hutchinson, A., T. & S. F. Ry_. ________

Hymer, A., T. & S. F. Ry___. ___._____.

Idana, U. P. R. R____________________.

Idenbro, M.-K.-T. R. R _ : _ ___

Imes, M. P. R. R. _ __________________

Independence, A., T. & S. F, By........

Ingalls, A., T. & S. F. Ry---_-_____-___

Inman, C., R. I. & P. Ry _ ____________

lola, A., T. & S. F. Ry_________________

Iowa Point, C., B. & Q. R. R___________

Irving, U. P. R. R._ ___________________

Isabel, A., T. & S. F. Ry_______._______

Jaggard, A., T. & S. F. Ry___.-_____.___

Jamestown, M. P. R. R_ _______________

County

Barber __________

Crawford_____- _

Marshall. _-___-_.

Neosho___ _ -__

Bourbon. ____ __

Graham. ___--_ _-

McPherson. 

Harper..----. ___

Ellis-----------

Washington __ __

Cloud_._-______-_

Ellsworth. _____.-

Marshall. __ _ ._

Butler.....-.--..

Greelev

Brown. _.__.-__-

Elk-_____------

Ford- -------

Stafford.. -- 

Allen___ --_____.

MitchelL. ____-_-_

Atchison__ __.--_

Cloud _ ---______

Reno ___---____-_

Chase _ -____-_--

Clay--------..--

Montgomery. _.

Gray. ___-___---

McPherson. ______

Alien.. . -__-_-_ 

Doniphan. ___-__-

Marshall.. __ _.

Cloud-.... __ ..

Elevation

1,364

2,858

1,881

1,366

865

999

1,326

1,237

2,663

941

1,483

882

999

1,094

2, 134

1,434

906

1,019

1,521

1,313

824

2,079

857

1,829

1,256

761

1,329

1,042

1, 805

1,338

1,870

1,039

1,367

1,382

1,430

3, 644

1,336

1,014

1,017

2,539

2,654

1,165

1,862

1, 176

961

833

1,339

1,141

1,465

1,531

1,263

1,255

891

878

773

2,674

1, 522

957

826

1,105

1,847

810

1,420
SUPPLEMENTAL ELEVATIONS 75

Location

Jetmore, A., T. & S. F. Ry. _.__.....____

Jewell, M. P. R. R._._...._.._. .__.....

Johnstown, U. P. R. R.__. ._..___..._..

Junction City, U. P. R. R._. ..__.......

Kackley, A., T. & S. F. Ry _..__..... ._

Kanoha, C., B. & Q. R. R____ ___.._.__.

Kanopolis, U. P. R. R. ________________

Kanorado, C., R. I. & P. Ry____ ________

Kansas City, M. P. R. R_______. _______

Kansas Falls, U. P. R. R____ ___________

Keats, C., R. I. & P. Ry_ ______________

Kechi, C., R. I. & P. Ry_______________

Keighley, St. L.-S. F. Ry___ ____________

Kellogg, A., T. & S. F. Ry______________

Kenneth, M. P. R. R__________________

Kensington, C., R. I. & P. Ry____---___-

Kickapoo, M. P. R. R_____ _____________

Kilmer, A., T. & S. F. Ry______________

Kimbal, M.-K.-T. R. R_________________

Kincaid, M.-K.-T. R. R__ ______________

Kingman, A., T. & S. F. Ry_____. ______

Kings, M. P. R. R_____________________

Kingsdown, C., R. I. & P. Ry_. _________

Kingsville, U. P. R. R____________ ______

Kinsley, A., T. & S. F. Ry___________.._

Kiowa, M. P. R. R___ _________________

Kiro, U. P. R. R. _____________________

Kirwin, M. P. R. R______ ______________

Kismet, C., R. I. & P. Ry_ _____________

Kniveton, K. C. S. Ry____________.____

Knox, U. P. R. R_ --___--_--___----_

Koch, M.-K.-T. R. R._______________...

Kramer, St. L.-S. F. Ry.___.______ ______

Labette, M.-K.-T. R. R________________

La Crosse, M. P. R. R. ________________

La Cygne, St. L.-S. F. Ry__.____________

Ladbre, M.-K.-T. R. R.________^_______

Lafontaine,-.M. P. R. R_____..-_. ___

La Harpe, M. P. R. R_________________

Laird, A., T. & S. F. Ry________________

Lakeview, A., T. & S. F. Ry____________

Lakin, A., T. & S. F. Ry _______________

Laneville, St. L.-S. F. Ry _______ ________

Lang, A., T. & S. F. Ry____________..__

Langdon, C., R. I. & P. Ry.____________

Langley, M. P. R. R_________________._

Lansing, A., T. & S. F. Ry______________

Larned, A., T. & S. F. Ry__________.___

Lashmet, A., T. & S. F. Ry__ ___________

Lasita, U. P. R. R__._____________-____

Latham, St. L.-S. F. Ry..___ ____________

Latimer, C., R. I. & P. Ry_____________

Lawrence, A., T. & S. F. Ry _ ___________

Lawrenceburg, U. P. R. R. __ ___. __

Lazarus, St. L.-S. F. Ry. ___ ___ ____

Lebanon, C., R. I. & P. Ry_ ____________

Lebo, A., T. & S. F. Ry________________

Lecompton. A., T. & S. F. Rv___ _____

County

Decatur. _________

Hodgeman _

Jewell. ____ ______ .

McPherson _______

Geary ___________

Decatur__________

Ellsworth........

Sherman...... __

Wyandotte. ______

Riley____________

Sedgwick _________

Butler_._________

Johnson _ ______

Smith_._ _________

Leavenwor th ______

Shawnee____.

Neosho. _ .__- __

Anderson. ___

Kingman______ __

Labette. _ ______

Ford____. ________

Shawnee___ ____

Barber _____ _ _

Shawnee_.___ __

Phillips-_________

Seward _ _______

Cherokee. _ _ _ _ _

Leavenworth_--._

Labette ____ _____

Rush.___________

Linn. ___.._____

Neosho. -__-_--_

Wilson. ____ ____

Alien.. __________

Douglas __ _._ __

Kearney.. ______

Atchison. ________

Labette___ _____

Reno_ ------ ---.

Ells worth __ _.___.

Pawnee. ____

Kingman. _____

Riley____.-.--__-

Butler. _-_______-

Douglas.- ____--.

Cloud--------._--

Wilsoii- ____ ___

Leavenworth--

Leavenworth _____

Smith-___________

Coffey. _____..-__

Douglas. __ ... ._

Elevation

2,496

2,261

1,564

1,393

1,079

1, 513

2,732

1,585

3,911

748

1, 100

1, 124

1,368

1,526

1, 171

874

1,773

802

937

1,050

1,048

1,506

730

2,515

917

2, 164

1,320

903

1,696

2,774

916

887

956

926

863

1,056

2,061

828

902

918

1,038

2,406

831

2,991

1, 126

838

1, 199

1,692

1, 521

817

1,995

1,514

1,423

1, 463 . 1,410

824

1, 326

835

765

763

1,818

1, 155

849
76 SPIRIT LEVELING 12s KANSAS, 1896-1935

Location

Lee, U. P. R. R....... ............___.

Lehigh, Aj, T. & S. F. Ry_ ___.._..__. 

Le Loup, A., T. & S. F. Ry_.___. _______

Lenape, U, P. R. R_. _._..-_....___.__.

Lenexa, St. L.-S. F. Ry.__ __.__.______._

Lenora, M. P. R. R _ ______ _________

Lento, M. P. R. R _ .____...__._.. _ _

Leon, St. L.-S. F. Ry_._____.-_-._______

Leona, U. P. R. R._... __ .-_____..__-

Leonardville, U. P. R. R_. __..... ___ .

Leoti, M. P. R. R________. ____________

Levant, C., R. I. & P. Ry__. _,__.____

Lewis, A., T. & S. F. Ry_._.._. .._......

Liberal, C., R. I. & P. Ry______. _______

Lincoln Center, U. P. R. R_ ____________

Lincolnville, C., R. I. & P. Ry __._.._...

Lindsborg, U. P. R. R --------------

Lindsey, U. P. R. R___________. _______

Linn, M. P. R. R-._ _ _____ _ ___ _ _

Linton, St. L.-S. F. Ry__ ___ __________

Linwood, U. P. R. R ____ _--______...

Lisbon, U. P. R. R___. ________________

Little River, A., T. & S. F. Ry_ _________

Logan, M. P. R. R._ __ _ ____________

Lomax, M, P. R. R____________. _______

Lone Oak, St. L.-S. F. Ry.__--_________

Long Island, C., B. & Q. R. R__________

Longford, A., T. & S. F. Ry____________

Longton, A., T. & S. F. Ry_. ___,___..__

Lorena, St. L.-S. F. Ry______ ___________

Loring, U. P. R. R__________.._________

Lorraine, St. L.-S. F. Ry___. ______ _____

Lost Springs, A., T. & S. F. Ry____ __ _

Louisburg, M.-K.-T. R. R._ ____________

Lovewell, A., T. & S. F. Ry_.___________

Lowe, M. P. R. R-_____.______________

Lowemont, A., T. & S. F. Ry_____ ______

Lucas, U. P. R. R__._-_______ _ ______

Ludell, C., B. & Q. R. R_______________

Luray, U. P. R. R_--__-__-____ _ _i___

Lyndon, M. P. R. R._ _________ _

Lyons, A., T. & S. F. Ry. ______________

McAllaster, U. P. R. R_________________

McCracken, M. P. R. R_____ ___________

McCrea, C., R. I. & P. Ry____^_________

McCune, St. L.-S. F. Ry____---._______

McDonald, C., B. & Q. R. R____________

McFarland, C., R. I. & P. Ry___ ________

McGraw, A., T. & S. F. Ry__-_________.

McLains, M. P. R. R__________, _______

McPherson, U. P. R. R_ _______________

Mackie, St. L.-S. F. Ry____. ___________

Macksville, A., T. & S. F. Ry_________._

Madaline, M. P. R. R_-_____-_-________

Madison, A., T. & S. F. Ry._--___-_____

Madison Junction, A., T. & S. F. Ry_ ___

Mahaska, C., R. I. & P. Ry_____________

Maize, M. P. R. R_______-__-_-__-_____

Manchester, A., T. & S. F. Ry. _________

Manhattan, U. P. R. R___________-___-

Mankato, M. P. R. R_______---________

Manning, M. P. R. R__________________

Manvil. TI.-P. R. R___________._-______

County

Jefferson _________

Marion__________

Franklin. _ _______

Johnson___ ______

Miami_ __________

Butler____.______

Riley___________.

Thomas___ _______

Edwards ________

Lincoln. _ ________

Marion __ _______

McPherson _ ______

Ottawa _________

Washington __ ___

Linn_.___________

Logan __ ________

Rice. _______ ____

Phillips-_____._-_

Osage_-_____ ____

Phillips____.___-_

Clay_-___._______

Elk_____ ___ __

Butler___________

Wyandotte. ______

Marion __________

Jewell ___ __ ____

Russell. _________

Rush. ________ __

Crawford _ ______

Harvey. ____ ___

Cherokee---------

Stafford_______.__

Osage ---_-_--..

Greenwood _______

Dickinson__ ____

Riley----------.

Jewell. _.---

Scott___. ____ ____

Brown __._ _ ____

Elevation

1,041

1,530

951

788

1,052

2,261

966

1,335

920

1, 378

3, 302

3,316

2, 142

2, 839 .

1,376

1,427

1,332

1, 243

1,460

903

798

3,118

1, 582 .

1 QW

935

947

2,076

1, 336

918

1,340 ,

788

1,782

1, 479

1,030

1,546

1,039

1,097

1,494

2,772

1 ^78

1, 122

1, 702

3, 158

2, 143

1,369

914

3, 371

1,020

1,407

1,497

1,495

917

2, 025

1 I1Q

1,078

1,092

1, 608

1, 352

1,294

1,013

1, 724

2,922

997
SUPPLEMENTAL ELEVATIONS 77

Location

Mansfield, A.', T. & S. F. Ry_.___ _______

Maplehill, C., R. I. & P. Ry. _._...._._.

Mapleton, M. P. R. R_________.. ______

Mariadahl, U. P. R. R_________________

Marietta, U. P. R. R.___. ___..___.__...

Marion, A., T. & S. F. Ry..__. ......_..

Marmaton, M. P. R. R ___ ____________

Marquette, M. P. R. R ___ ____________

Martha, M. P. R. R_. ...____..._______

Marydel, U. P. R. R.____-_-____--.-_-_

Marysville, U. P. R. R___._---_. ....._.

Matfield Green, A., T. & S. F. Ry_ ______

Mayetta, C., R. I. & P. Ry____. ......__

Mayfield, A., T. & S. F. Ry_____ __..._. .

Mayline, A., T. & S. F. Ry.__. ---------

Meade, C., R. I. & P. Ry_______._______

Medicine Lodge, A., T. & S. F. Ry._____

Medina, U. P. R. R_... ..__....____._.___

Medora, St. L.-S. F. Ry__._____._______

Medway, A., T. & S. F. Ry._.__--._____

Melvern, A., T. & S. F. Ry__-__----___.

Menlo, U. P. R. R______. ....___-..___.

Menoken, U. P. R. R__. _----------.___

Mentor, U. P. R. R._. __...._..__...__.

Meriden, A., T. & S. F. Ry_. __.._.____.

Meriden Junction, A., T. & S. F. Ry_____

Merriam, St. L.-S. F. Ry______, ________

Michigan, M. P. R. R-_-_---___-_._____

Midland, U. P. R. R__.__----___-______

Milan, A., T. & S. F. Ry. _.--__-.______

Mildred, M.-K.-T. R. R._______--______

Milford, U. P. R. R_____. ______________

Miller, M. P. R. R______. -___-_._______

Millerton, M. P. R. R___._____.____ _.

Milo, A., T. & S. F. Ry________._______

Milton, M. P. R. R_-__-__-________..__

Miltonvale, A., T. & S. F. Ry__.__ ______

Mingo, U. P. R. R---____---_-_--______

Minneapolis, A., T. &. S. F. Ry_ ________

Minneha, St. L.-S. F. Ry___ __...._._.._

Mineola, C., R. I. & P. Ry____-.____ __

Miocene, A., T. & S. F. Rv_. --_-....-__

Mitchell, A., T. & S. F. Ry_____-._____.

Modoc, M. P. R. R_____. _________

Moline, A., T. & S. F. Ry_ _________ __

Monett, M. P. R. R._. .._..____ ____ __

Monmouth, St. L.-S. F. Ry___ __._.._.__

Monotony, U. P. R. R_____._______ __

Monrovia, M. P. R. R_ __________ __ _

.Montana, M.-K.-T. R. R. _______

;Montrose, C., R. I. & P. Ry_ _______ __

Monument, U. P. R. R_ ________

!Moody, M.-K.-T. R. R___________

Moore, U. P. R. R__________-______ __

Moran, M. P. R. R___ _______ __

Morav, U. P. R. R_. _____________

.'Morehead, A., T. & S. F. Ry________ __

Morgan ville, U. P. R. R_.___

.Morland, U. P. R. R.__ _...__..__

:Morrill, U. P. R. R___ ____ :

.Morris, A., T. & S. F. Ry____ __

Morrowville, C., B. & Q. R. R____ _ _

.Morse, St. L.-S. F. Rv______.__._

County

Finney_-_---___--

Wabaunsee ______

Bourbon. _ _______

Riley-__---------

Marshall. -_-__--_

Rush. ________ _

Marshall. ________

Chase__.___ ____

Jackson____. ___.

Sumner.-___ ....

Meade. _______ _.

Barber._.________

Ooaryf*

Thomas.---.--.--

Saline..----.-- ..

Ofilfl CTP

Douglas... .-____ .

Sumner. __.____--

Allen_____. _______

frpnrv

Lyon. _______--..

Sumner. _________

Cloud._.---.____-

Thomas----------

Sedgwick. ___ ___

Clark_-________-.

Rice___ _ ___- _

Scott. ___.....___

Elk.. __.-__....._

Wallace. _ _.._._-

Jewell. ___________

Logan __ --.__.-.

Allen_.________._

Clay-________.___

Johnson. _.-_____

Elevation

2,787

957

886

1,098

1, 179

1,309

853

1, 395

2, 152

1,264

1, 158

1,307

1, 186

1, 278

3, 180

2,502

1,468

853

1,484

3

OOQ

QQ4

2,945

898

1,268

965

047

 917

1,085

838

1,214

1,063

1, 113

1 114

1,338.

1, 299

1,440

1,378

3, 108

1,254

1,385

2,553

815

1,741

3, 139

1,047

813

872

3,780

1,044

849

1, 659

3, 181

986

917

1, 104

1,041

899

1,236

2,302

1,096

765

1,337

1.090
78 SPIRIT LEVELING IN KANSAS, 1896-1935

Location

Mortimer, St. L.-S. F. Ry.__.__ __......

Mound City, M. P. R. R____ ___________

Mound Valley, M.-K.-T. R. R_ .__._.__.

Moundridge, M. P. R. R_. _____________

Mount Hope, M. P. R. R_______________

Mount Zion, U. P. R. R_________ _..._..

Mulberry, St. L.-S. F. Ry _._____.__.__.

Mullinville, C., R. I. & P. Ry_ __________

Mulvane, A., T. & S. F. Ry_______ ______

Muncie, U. P. R. R____--____--____--_-

Munden, C., R. I. & P. Ry..______..._.

Murdock, A., T. & S. F. Ry_ __.___..._ 

Muscotah, M. P. R. R_________________

Narka, C., R. I. & P. Ry_______________

Nashville, A., T. & S. F. Ry. __.____---_

Natoma, U. P. R. R_. _________________

Natrona, C., R. I. & P. Ry_. __._____--.

Navarre A T & S F Rv

Neal, M. P. R. R______--_. ____________

Nearman, M. P. R. R___--___---___--_-

Nekoma, A., T. & S. F. Ry_____________

Nelson, K. C. S. Ry_. _________________

Nemo, M. P. R. R___. _______--___-_--_

Neodesha, St. L.-S. F. Ry, _____________

Neola, M. P. R. R_____._______________

Neosho Falls, A., T. & S. F. Ry_ ________

Neosho Rapids, A., T. & S. F. Ry_ ______

Ness City, A., T. & S. F. Ry.... ________

Netawaka, M. P. R. R__ _________ _____

Nettleton, A., T. & S. F. Ry______ ______

Neutral, St. L.-S. F. Ry________________

Neva, A. T. & S. F. Ry._______________

New Albany, St. L.-S. F. Ry____________

New Cambria, C., R. I. & P. Ry__ _____

New Salem, A., T. & S. F. Ry__ _ ______

Newman, U. P. R. R__---._____________

Newton, A. T. & S. F. Ry______________

Nichols, A., T. & S. F. Ry______________

Nickerson, A., T. & S. F. Ry__._____.___

Niles, U. P. R. R-_____________________

Ninnescah, A., T. & S. F. Ry___________

Niotaze, M. P. R. R___________________

Noble, M. P. R. R____ ___________ _____

Norcatur, C., B. & Q. R. R ___ __ _

North Wichita, A., T. & S. F. Ry__ _____

Norton, C., R. I. & P. Ry. _____________

Nortonville, A., T. & S. F. Ry. _________

Norway, M. P. R. R___________________

Norwich, A., T. & S. F. Ry. ____________

Oak Mills, M. P. R. R_ _-__________---_

Oak Valley, A., T. & S. F. Rv_._____---_

Oakhill, A., T. & S. F. Ry_____________.

Oakland, A., T. & S. F. Ry. ________---.

Oaklev, U. P. R. R____________________

Oakwood, M.-K.-T. R. R.______________

Oatville, M. P. R. R

Oberlin, C., B. & Q. R. R._______-__---_

O'Brien, M. P. R. R______________ __

Ocheltree, St. L.-S. F. Ry______'_____.__-

Offerle, A., T. & S. F. Ry______. ________

Ogallah, U. P. R. R___.______-_____--_- 

Ogdensburg, U. P. R. R___________.--_-

O'Herin. M.-K.-T. R. R___ _____________

County

Labette______

Linn _ _ ______

Labette. _____ __

McPherson.--.___

Sedgwick___ _ ___

Ellsworth _.__

Crawford ________

Kiowa___ _______

Sumner. ________

Wyandotte. _____

Republic. ___

Kingman ________

Atchison... __ __

Republic. ______

Kingman_______

Osborne ___ _ _

Pratt__. _________

Dickinson..

Greenwood- __

Wyandotte. ___ _

Rush... ________

Crawford__-_-__

Osage__ _______

Wilson

Staff ord_.________

Woodson.

Lyon... _________

Ness____ _.__.___

Jackson _ _ _

Edwards _.__ __ _

Cherokee__

Chase___--_-

Wilson

Saline. _..__-.___

Cowley__-__

Jefferson ...

Harvev.... _ _

Jefferson _ _ .

Reno__.__ _ _

Ottawa _ _ _ __

Pratt__. _________

Chautauqua _ ___

Rice ______ __

Decatur. _ _ _ _ _ _

Sedgwick___ _ __

Norton _ _ _

Jefferson _ _ _ _ _

Republic _____

Kingman _._ _ ._

Atchison _ _ _ __ ._

Elk_. ____________

Clay_-____.__-___

Shawnee, ______ _

Logan __ ..______

Linn

Decatur _ Miami... __-__--.

Johnson. __ _ _

Edwards. __-----_

TregO- ___________ 

Rilev_ ___________

Montgomery. ._

Elevation

895

847

820

1,488

1, 442

1,658

906

2,334

1, 223

779

1, 630

1,474

962

1,587

1, 749

1,836

1,875

1,353

948

753

2,031

944

1,079

806

1,796

973

1,092

2,253

1, 149

2, 114

859

1, 189

893

1,201

1, 238

863

1, 447

1,003

1,593

1, 192

1,711

752

1, 732

2, 633

1,301

2, 275

1,160

1,412

1,489

781

861

1,261

1,406

3, 051

997

1, 284

2, 563

885

1,081

2,263

2, 377 

1,051

769
SUPPLEMENTAL ELEVATIONS 79

Location

Oketo, U. P. R. R.___. __...._._.___._.

Olathe, A., T. & S. F. Ry__. _. ._.._._._.

Olcott, M. P. R. R.___. _.__._....._.__

Olds, M.-K.-T. R. R.__. .__........_._.

Olive, M.-K.-T. R. R______. ._.__.__.._

Olivet, A., T. & S. F. Ry_. ..__.._._..__

Olmitz, M. P. R. R__... .___... _...___.

Olney, A., T. & S. F. Ry__. ._.__....__.

Olpe, A., T. & S. F. Ry_. ._.___._._____

Olsburg, U. P. R. R______________-__.__

Onaga, U. P. R. R_.__. .__.__.._____.__

Oneida, U. P. R. R____.._. ......__._..

Oneonta, A., T. & S. F. Ry ... _ ______

Opolis, St. L.-S. F. Ry____________.____

Oronoque, C., B. & Q. R. R_____________

Osage City, A., T. & S. F. Ry_. .........

Osawatomie, M. P. R. R. ______________

Osborne, M. P. R. R________________._.

Osgood, M. P. R. R__________. _________

Osro, M. P. R. R-____.____________.___

Oswego, St. L.-S. F. Ry_. ______________

Otego, C., R. I. & P. Ry... ____________

Otis, M. P. R. R__ ___________________

Ottawa, A., T. & S. F. Ry_____. ________

Overbrook, M. P. R. R____. ____________

Oxford, A., T. & S. F. Ry____ __________

Padonia, M. P. R. R___________________

Page City, U. P. R. R__________._______

Palco, U. P. R. R_.____. _______________

Palmer, M. P. R. R____________________

Paola, M. P. R. R_____________________

Paradise, U. P. R. R_._________________

Parker, M.-K.-T. R. R_________________

Parkerville, M.-K.-T. R. R___ __________

Parnell, A., T. & S. F. Ry__ ____________

Parsons, M.-K.-T. R. R_ _______________

Partridge, A., T. & S. F. Ry______.____.

Patterson, St. L.-S. F. Ry_ _____________

Pauline, A., T. & S. F. Ry__.-____-____.

Pawnee Rock, A., T. & S. F. Ry ___ .___

Paxico, C., R. I. & P. Ry.______________

Paxton, A., T. & S. F. Ry______________

Peabodv, A., T. & S. F. Ry_____________

Peacock, St. L.-S. F. Ry____ ____________

Peck, C., R. I. & P. Ry________________

Penalosa, M. P. R. R__________________

Pendennis, M. P. R. R_________________

Penfield, M.-K.-T. R. R____________.___

Penokee, U. P. R. R___________________

Perrv, U. P. R. R___ __________________

Pershing, St. L.-S. F. Ry_______________

Perth, C., R. I. & P. Ry __ ____________

Peru, M. P. R. R______________________

Peterton, A., T. & S. F. Ry... __________

Petrolia, M.-K.-T. R. R_ ________ _______

Phillipsburg, C., R. I. & P. Ry_ _________

Picton, M. P. R. R________._____._____

Piedmont, St. L.-S. F. Rv_ _______ ______

Pierce Junction, C., R. I. & P. Ry-____ _

Pierceville, A., T. & S. F. Ry___ _______

Piqua, M.-K.-T. R. R._____._-____.____

Pittsburg, St. L.-S. F. Ry_______________

Plains, C., R. I. & P. Rv_. _ _.--_-_-__

County

Marshall- ________

Johnson___. _____

Reno ___________

Labette___ ______

Osage__ __________

Barton___ _______

Hodgeman____ _ _ _ _

Lyon____ ______

Pottawatomie _

Nemaha _ _-___..

Cloud-_-_-_______

Crawford___ ______

Norton____ _______

Osage__ __________

Miami_ _______ __

Osborne_--_______

Ness_.___ _______

Chautauqua_ _____

Labette_ _________

Jewell____ ________

Rush ___________

Franklin__ _______

Osage __ ____ ___

Sumner._.__ ______

Brown. __________

Logan____________

Rooks____ _______

Miami. __________

Russell... -_-___-.

Linn. ___________

Morris. _________

Atchison _________

Labette. _---__ __

Reno __________

Harvey, _________

Shawnee. ________

Barton. __..______

Wabaunsee _ _ _

Harvey____ _____

Marion____. ______

Cherokee. ________

Sedgwick. ________

Kingman_________

Lane___._________

Labette. _________

Graham. __ ______

Jefferson. ________

Cherokee. ________

Osage____ --_-___.

Alien... _________

PhillipS---_--___.

Greenwood -__.._.

Brown. __________

Woodson. ________

Meade. -_----____

Elevation

1,181

1,026

1,681

1, 116

854

1, 136

2,012

2, 152

1, 197

1,430

1, 101

1,217

1,398

919

2,330

1, 084

859

1,559

2,461

875

907

1,794

2,039

897

1, 178

1, 156

917

3,239

2,282

1,326

864

1,699

1,008

1,341

1,046

900

1,612

1,440

1,029

1,941

991

1,431

1,359

841

1,270

1,721

2,728

818

2,227

852

886

1,208

787

1,064

925

1,939

867

1,201

1, 166

2,751

1,030

933

2.761
80 SPIRIT LEVELING IN KANSAS, 1896-1935

Location

Plainville, U. P. R. R____________----._

Pleasant Ridge, U. P. R. R ___ _______

Pleasanton, St. L.-S. F. Ry_ ________ __

Plevna, A., T. & S. F. Ry____ _ _______

Plymouth, A., T. & S. F. Ry _ _________

Pollard, St. L.-S. F. Ry________________

Pomeroy, M. P. R. R _________________

Pomona, M. P. R. R _ _____ _ ________

Pontiac, M. P. R. R_______ ____ _____

Pope, M. P. R. R __ __________________

Portis, M. P. R. R____. _______ ___ ____

Portland, A., T. & S. F. Ry___ _______

Potter, A., T. & S. F. Ry_______________

Potwin, M. P. R. R ___-.--_---------

Powhattan, C., R. I. & P. Ry__.__^_____

Prairie View, C., R. I. & P. Ry__________

Pratt, A., T. & S. F. Ry________________

Prescott, St. L.-S. F. Ry________________

Preston, C., R. I. & P. Ry___--__---__._

Pretty Prairie, A. T. & S. F. Ry__________

Price, U. P. R. R_____________-_-_-___

Princeton, A., T. & S. F. Ry___.__.______

Protection, A., T. & S. F. Ry___________

Purcell, C., R. I. & P. Ry____._________

Putnam, A., T. & S. F. Ry______________

Quaker, M.-K.-T. R. R________- _______

Quenemo, A., T. & S. F. Ry___-..______

Quincy, A., T. & S. F. Ry_____-..______

Quindaro, M. P. R. R _ _______________

Quinter, U. P. R. R __ ________________

Ragle, M. P. R. R. _._________.-__.____

Rago, A., T. & S. F. Ry_____.--_-_.____

Ramapo, M. P. R. R__________________

Ramona, C., R. I. & P. Ry_ ____ _ ____

Ramsey, A., T. & S. F. Ry__ __________

Randall, M. P. R. R___________________

Randolph, U. P. R. R__________. _______

Ransom, M. P. R. R______-_-_-___-___

Ransomville, A., T. & S. F. Ry__________

Rantoul, M. P. R. R __ ______________

Rapp, M. P. R. R___________ ____ ___

Ray, M. P. R. R__ _ ___ ____ _ _ ____

Raymond, A., T. & S. F. Ry _ _________

Reading, A., T. & S. F. Ry_____________

Redel, M. P. R. R_______-___-----_--__

Redfield, M. P. R. R _

Redwing, M. P. R. R__ ______ __._ _

Reece, M. P. R. R _ __________________

Reno, U. P. R. R______________________

Republic, M. P. R. R___ ___ -..______

Reserve, M. P. R. R_________-_-__-___-

Rexford, C., R. I. & P. Ry____ __..__-__

Rice, M. P. R. R___________-_---__-__-

Richland, M. P. R. R_ __ ____

Richmond, A., T. & S. F. Ry_ ______ ___

Richter, M. P. R. R__ ________________

Riga, U. P. R. R______-------_--------

Kiley, C., R. I. & P. Ry________________ Riverdale, M. P. R. R___.__- -

Riverton, St. L.-S. F. Ry_______________

Robinson, U. P. R. R_-___--__---_ ___

T?nr>k Prpplr A T & S F "Rv

Rockland, A., T. & S. F. Ry____-____-_-

Roeers. M. P. R. R_ _ ________________

County

Linn_____________

Lyon___________.

Rice_ ____________

Franklin. ___ ____

Butler_ _____---_

Sumner_ ______ __

Atchison. _______ _

Butler_______-__-

Brown. ________ __

Phillips____---__-

Pratt___ _ -----

Linn__ ______ _____

Pratt____ __ _ ._

Reno-__ ___---_

Nemaha___ -------

Franklin _ _______

Comanche.. ______

Osage______------

Wyandotte___-_ -

Butler_____-_--_-

Riley_______ _____

Ness-.--.---- 

Franklin _________

Osage__ __--_----

Lyon_ _ ______----

Johnson.---- -

Greenwood. _ _-

Lea venworth. _____

Republic..-------

Thomas.-- -----

Cloud . .--

Franklin __ __ ___

Trpffn

Rilev___ __

Sumher__ ______

Cherokee___ ------

Brown. _ _____----

Chase____-___---_

Chautauqua.

Elevation

2, 157 

1,050 

863 

1, 689 

1, 132 

1,737 

755 

916 

1,420 

762 

1, 540 

1, 188 

933 

1,330 

1, 205 

2,181 

1, 887 

888 

1,838 

1,574 

1,350 

969 

1,845 

1, 156 

1,400 

865 

941 

943 

875 

2,665 

2, 139 

1,449 

751 

1,435 

1,331 

1,450 

1, 065 

2,522 

1, 138 

886 

1, 124 

1,974 

1,725 

1, 083 

886 

854 

1, 810 

1, 222 

849 

1,494 

885 

2, 960 

1,338 

908

1, 020

923 

2,224

1,274 

1, 320

818

949 

1,059 

1,231 

908
SUPPLEMENTAL ELEVATIONS 81

Location

Roland, A., T. & S. F. Ry_.---_- _ -

Rollin, A., T. & S. F. Ry__. ________ 

Rome, A., T. & S. F. Ry_. _____________

Ronald, M.-K.-T. R. R_-___-----------

Roper, M. P. R. R__ ______________ 

Rosalia, M. P. R. R_ ____..____._-_.-

Rose, M. P. R. R____ _____________ _ _

Rose Hill, A., T. & S. F. Ry____________

Rosedale, St. L.-S. F. Ry__________-____

Rosemont, M. P. R. R_ ________________

Ross, A., T. & S. F. Ry________-_----_-

Rossville, U. P. R. R____________ ------

Rozel, A., T. & S. F. Ry_. _____________

Ruella, M. P. R. R____________________

Ruleton, C., R. I. & P. Ry_____________

Runnymede, A., T. & S. F. Ry___ -------

Rush Center, A., T. & S. F. Ry_. ______:

Russell, U. P. R. R_______. __________ _

Rydal, C., R. I. & P. Ry_____________ 

Sabetha, C., R. I. & P. Ry. ............

Saffordville, A., T. & S. F. Ry__ ------

St. Francis, C., B. & Q. R. R___. _______

St. George, U. P. R. R_______________~

St. John, A., T. & S. F. Ry_. ___________

St. Mary, U. P. R. R_... ______________

St. Paul, M.-K.-T. R. R _ . __________

Salina, C., R. I. & P. Ry____. __________

Sallyards, M. P. R. R__ ____.___._._-_--

Salter, A., T. & S. F. Ry___________-__

Sand Spring, U. P. R. R. _ ____________

Savannah, U. P. R. R_________________.

Savonburg, M.-K.-T. R. R _ _________

Sawyer, M.-K.-T. R. R________________

Saxman, St. L.-S. F. Rv. _ .. ___ -----

Scammon, St. L.-S. F. Ry_ _____._-__--_

Scandia, C., R. I. & P. Ry ____________

Schroyer, U. P. R. R____ _ ___ ______

Schulte, A., T. & S. F. Ry.__ __________

Scipio, A., T. & S. F. Ry_______________

Scott City, M. P. R. R_________________

Scott Junction, St. L.-S. F. Ry__ ________

Scottsville, M. P. R. R_________________

Scranton, A., T. & S. F. Ry _ __________

Sears, A., T. & S. F. Ry________________

Sedan, M. P. R. R__. _________________

Sedgwick, A., T. & S. F. Ry____________

Selden, C., R. I. & P. Ry_______________

Selkirk, M. P. R. R__.____________.____

Selma, M.-K.-T. R. R____________._____

Seneca, U. P. R. R________ _ _________

Severance, U. P. R. R- __---___---_-_--

Severy, A., T. & S. F. Ry__. ___________

Seward, M. P. R. R___________________

Sexton, M. P. R. R____________________

Shady Bend, U. P. R. R- __ ------- _ _

Shallow, U. P. R. R._ _________________

Shannon, M. P. R. R________________-_

Sharon, A., T. & S, F. Ry_. __ _ ___ __

Sharon Springs, U. P. R. R______--_-_-_

Sharpe, A., T. & S. F. Ry__. ___ ------

Shaw, A., T. & S. F. Ry___ _____________

Sherdahl, M. P. R. R______ __ ________

Sherman Citv. M.-K.-T. R. R _ ________

County

Sumner. _________

Neosho- _ _______

Sumner. _________

Bourbon. __ ______

Wilson.. ______ ---

Butler_________-_

Woodson. --------

Butler____. .____.

Wyandotte. ------

Osage._. _.____- ._

Lyon_ _ __.___-__-

Shawnee_._____-_

Pawnee. _________

Harper___. _______

Sherman. ________

Harper____ ______

Rush_____ - ____

Russell____ -_. i

Republic, ________

Nemaha__-__._ __

Chase.____ _ ___

Cheyenne. _ ______

Pottawatomie ___

Stafford.......

Pottawatomie.. _ _ _

Neosho___ ___

Saline. __ _ _ _ _

Greenwood _______

Butler., __ _ _

Dickinson. _______

Pottawatomie _

Alien. .

Pratt___________.

Rice_.._ ___ _ _

Cherokee.. _______

Republic_-__-___.

Marshall- ________

Sedgwick. _______

Anderson.-.--...

Scott_______ _ _

Bourbon __ _____

MitchelL.. ___.._

Osage. ___________

Ford__--____..__.

Chautauqua. _ _ _ _ .

Harvey______-_

Sheridan. _ _______

Wichita __________

Anderson.. _ ______

Nemaha. _______

Doniphan_ _______

Greenwood _______

Stafford-.. _______

Wilson.- _-_-__._.

Lincoln _________

Scott______...__.

Atchison. __-___-_

Barber. __________

Wallace. _-___-_ _.

Coffey__-__--_-_-

Neosho_ _________

Republic, ________

Cherokee. __-----_

Elevation

1,254

911

1,221

913

862

1,510 .

1,024

1,329

792

1,114

764

929

2,065

1,318

3,793

1,377

1,997

1,829

1, 574

1,300

1,149

3, 293

994

1,908

958

884

1,224

1,432

1,253

1, 173

1, 108

1, 056

1,913

1,633

898

1,431

1,138

1,321

947

2,970

802

1,562

1, 117

2,516

823

1,379

2,842

3,444

1,073

1,152

903

1, 109

1,909

901

1,349

2,951

1, 089

1,449

3,441

1, 171

911

1,461

845
82 SPIRIT LEVELING IN KANSAS, 1896-1935

Location

Sherwin, St. L.-S. F. Ry_. ..._.. _ _____

Shields, M. P. R. R___-----_- _ ___ ___

Shipton, U. P. R. R______________. _ __

Silica, A., T. & S. F. Ry________________

Silver Lake, U. P. R. R_-_- __ ___ __ -

Silverdale, M. P. R. R_________ ________

Simpson, U. P. R. R_-_______-___-_____

Sitka, A., T. & S. F. Ry _ _ __ ________

Six Corners, U. P. R. R. _______________

Skiddy, M.-K.-T. R. R___ ______________

Smith Center, C., R. I. & P. Ry_________

Smolan, M. P. R. R_________-_-_ __ __

Soldier, U. P. R. R____________________

Solomon, U. P. R. R___________________

Solomon Rapids, M. P. R. R __ _______

Somena, U. P. R. R_______.___-_______

Somerset, M.-K.-T. R. R___________.--_

South Haven, A. T. & S. F. Ry_ ________

South Mound, M.-K.-T. R. R__ _________

Sparks, C., R. I. & P. Ry__

Spearville, A., T. & S. F. Ry_ ___________

Spence, U. P. R. R____. _..._. _________

Spencer, A., T. & S. F. Ry______________

Spica, U. P. R. R__. _________ __________

Spivey, A., T. & S. F. Ry___._____-_--.

Spring Hill, St. L.-S. F. Ry_ ____________

Springvale, A., T. & S. F. Ry.__________

Stafford, M. P. R. R__ ______ _ ____ _ _

Stanley, St. L.-S. F. Ry_____.____ _ ...

Star Valley, M.-K.-T. R. R_____ ________

Stark, M.-K.-T. R. R__________________

Sterling, A., T. & S. F. Ry ____ ... ____

Stilwell, M. P. R. R___________________

Stockdale, U. P. R. R__.__________.____

Stockton, M. P. R. R___ __ _____ ______

Stout, U. P. R. R____._____ _ __ _______

Stover, St. L.-S. F. Ry_________________

Straight Creek, C., R. I. & P. Ry___ _____

Strauss, St. L.-S. F. Ry____.________.__

Strawn, M.-K.-T. R. R_________________

Strong, A., T. & S. F. Ry _______________

Studley, U. P. R. R_-___.____._________

Stuttgart, C., R. I. & P. Ry_____.______

Sumnerville, U. P. R. R--- __________

Swayne, M. P. R. R_ _________________

Swissvale, M. P. R. R __ ______________

Sylvan Grove, U. P. R. R________-_-___

Svlvan Park, M.-K.-T. R. R__.___---___

Sylvia, A., T. & S. F. Ry______________

Syracuse, A., T. & S. F. Rv_____ ________

Talmage, A., T. & S. F. Ry_______ --_

Talmo, U. P. R. R ______------------

Tampa, C., R. I. & P. Ry____________-_

Tanner, A., T. & S. F. Ry________-___-_

Tasco, U. P. R. E. ....................

Taussig, M. P. R. R_________ __---_--

Tecumseh, A., T. & S. F. Ry __ ...

Tennis, A., T. & S. F. Ry______________

Terra Cotta, U. P. R. R________________

Tescott, II. P. R. R_.______________-__

Tevis, M. P. R. R___________________ 

Thaver. A.. T. & S. F. Ry______________

County

Cherokee. ________

Lane___-_-__._-__

Saline___ _________

Rice_--__-----___

Shawnee_ ________

MitchelL. _______

Clark____________

Leaven worth _ _ __

Smith______----__

Saline__-------__-

Dickinson ________

Mitchell___ ___ _ Wallace_---__-_-_

Sumner _ _________

Neosho _ ________

Doniphan. _______

Ford. _ _________

Thomas. _ ________

Kingman___ ______

Johnson. _ ________

Pratt___ __ _ _ _

Stafford______-__-

Cherokee. ________

Neosho __ _______

Riley_-_--__--___

Rooks __ ________

Labette__-_----_.

Jackson. _________

Coffey___ __ ____

Chase _ ______-_.

Sheridan. _ _______

Phillips __ _____

Ottawa- _ _ _ _____

McPherson___ ___

Dickinson____

Osage__-_--______

Lincoln______

Morris_-_________

Reno_ -----------

Hamilton _ ______

Republic. ______

Marion_ _____

Andersen....

Sheridan. ___ _ _

Cowley. -_____--_

Shawnee. ___.___.

Finney.-_-_ ______

Ellsworth. __ ____

Ottawa __ ----___

Shawnee. ________

Neosho. ----___

Elevation

859 

2,785 

1, 245 

1, 789 

914 

1,077 

1,335 

1,878 

879 

1, 221 

1,805 

1,286 

1,187 

1, 174 

1,394 

3, 326 

895 

1, 123 

988 

887 

2,451 

1,221 

864 

3,090 

1,497 

1,031 

1,951 

1,861 

976 

837 

1,040 

1,640 

1,034 

1,040 

1,771 

910 

839 

992 

842 

1,040 

1, 174 

2,381 

2, 009 

1,287 

1,350 

1,266 

1,002 

1,448 

1,325 

1,738 

3,232

1, 213

1,360 

1,428 

904 

2,496 

1, 042 

863 

2,896 

1,480 

1,299 

957 

1,047
SUPPLEMENTAL ELEVATIONS 83

Location

Timken, A., T. & S. F. Ry __ .. ___ ...

Tisdale, M. P. R. R ___ _______ _ _____

Tolerville, M. P. R. R.___. _____________

Tonganoxie, U. P. R. R----_____-___-..

Tonovay, M. P. R. R. .___.-...__._____

Topeka, A., T. & S. F. Ry.__-_ _.____.__

Toronto, A., T. & S. F. Ry_____._.__._.

Toulon, U. P. R. R_.__-_. _._........__

Towanda, M. P. R. R.____. ____________

Traer, C., B. & Q. R. R________________

Trent, A., T. & S. F. Ry_____. _________

Trenton, U. P. R. R___________________

Tresham, St. L.-S. F. Ry______. ________

Tribune, M. P. R. R.___....._.__l..___.

Trilby, M. P. R. R______.____________.

Trousdale, W. N. Ry__________.-_____-_

Troy, U. P. R. R______________________

Troy Junction, C., B. & Q. R. R_ _______

Turck, St. L.-S. F. Ry______________,__

Turkey Creek, U. P. R. R_______. ______

Turner, A., T. & S. F. Ry_-_____.____-_

Turon, M. P. R. R____________________

Tyro, M. P. R. R______________________

Udall, A., T. & S. F. Ry_________._____-

Uniontown, M. P. R. R_ _______________

Upola, A., T. & S. F. Ry.______________

Urbana, M.-K.-T. R. R________._____-_

Utica, M. P. R. R_________-_-__-_ _ __

Valeda, M. P. R. R____________________

Valencia, C., R. I. & P. Ry_____________

Valley Center, St. L.-S. F. Ry_________._

Valley Falls, A., T. & S. F. Ry. ________ _

Vance, M.-K.-T. R. R__________________

Varner, A., T. & S. F. Ry-_--_---______

Vassar, M. P. R. R______---_-----_-__-

Vera, C., R. I. & P. Ry___. ____________

Verdi, U. P. R. R______,______ -_-____-_

Vermilion, M. P. R. R___-----_--__----

Vesper, U. P. R. R__. _________________

Victoria, U. P. R. R_______________..____

Vilas, A., T. & S. F. Ry_____________..__

Vine Creek, A., T. & S. F. Ry__.__ __.__.

Vining, U. P. R. R__ __________________

Vinton, M. P. R. R____________________

Viola, A., T. & S. F. Ry_________ _______

Virgil, A., T. & S. F. Ry________________

Vliets, M. P. R. R________. ____________

Volland, C., R. I. & P. Ry____ ________

Wabaunsee, C., R. I. & P. Ry_---._--_-

Waconda Springs, M. P. R. R _ _______

Wade, M. P. R. R__ ___________________

Wagner, A., T. & S. F. Ry______________

Wagstaff, M. P. R. R__________________

Wakarusa, A. T. & S. F. Ry_ ___________

Wakeeney, U. P. R. R_. _______________

Wakefield, U. P. R. R____--__-.--___--_

Waldeck, C., R. I. & P. Ry______ _______

Waldo, U. P. R. R ._-_-_--_---_-----

Waldron, C., R. I. & P. Rv______ _ ___.

Walker, U. P. R. R______..____________

Wallace, U. P. R. R________.________--

Walnut, A., T. & S. F. Ry_. ____________

Walsburg, U. P. R. R______________.___

County

Rush. __________

Cowley. _ _ _ _____

Sedgwick... ______

Leaven worth __ _

Greenwood _______

Woodson_________

Ellis_____________

Butler_-_____-__.

Decatur_ _________

Neosho _ -__-___-

Saline.-.--- _____ _

Cowley. --_____ ___

Greeley. ---------

Edward. ---------

Doniphan. ______

Doniphan. ______

Cherokee. ________

Wyandotte. ___-_-

Reno____- -_--_-

Montgomery _ ___

Bourbon. ____.__.

Elk_._, -_..-.....

Ness. ___________

Shawnee. _______

Sedgwick ______

Kingman_ _ _______

Osage.,. _-.-.___

Wabaunsee. _ .___

Ottawa- _ _.___-

Lincoln. ____ ._--

Ellis.. -----------

Wilson__ ___-_-__

Clay-. ----------

Cowley_-__-------

Greenwood _______

Wabaunsee- __ _ _ Wabaunsee _ ______

Mitchell -------

Leavenworth---.-.

Marion, ----------

Miami. ----------

Trego_-----------

Clay_____________

Marion, ____--__-_

Russell.-----.----

Harper___--------

Ellis... ----------

Riley.. ----------

Elevation

1,956

1,007

1,378

854

1,056

881

933

2,004

1,226

2,596

962

1,230

1, 159

3,622

1,072

1,457

1,091

1, 142

925

3,235

766

1,747

898

1,282

890

991

925

2,620

862

904

1,348

909

1,062

1,524

1,099

977

1,202

1, 184

1,400

1,920

982

1,331

1,275

1, 112

1,340

980

1, 164

1, 180

1,044

1,429

770

1,318

1,091

956

2,457

1, 148

1,558

1,721

1, 250

1,942

3,311

925

1,349
84 SPIRIT LEVELING IN KANSAS, 1896-1935

Location

Walton, A., T. & S. F. Ry____ ____-_.__.

Wamego, U. P. R. R_____----____---_-_

Waring, M. P. R. R___ _ ._ _ ________

Warwick, M. P. R. R______-_____-_-__.

Washington, C., B. & Q. R. R_____-_-__-

Waterville, M. P. R. R_______ __________

Wathena, U. P. R. R.___________---.-_

Wauneta, M. P. R. R, _______ _________

Waverly, A., T. & S. F. Ry___ __ ______

Wayne, C., B. & Q. R. R__.______---__-

Wayside, A., T. & S. F. Ry__.____--_.-_

Weaver, A., T. & S. F. Ry_________---__

Webber, A., T. & S. F. Ry_______.._____

Weir City, St. L.-S. F. Ry__-___. _______

Weir Junction, S. L.-S. F. Ry ___________

Welborn, K. C., L. & W. Ry____________

Welda, A., T. & S. F. Ry__. ______--___.

Wellington, A., T. & S. F. Ry.__ _ _______

Wells, A., T. & S. F. Ry________________

Wellsford, C., R. I. & P. Ry_ _.._._.--.-

Wellsvffle, A., T. & S. F. Ry_._ _________

Weskan, U. P. R. R_._________________

Wetmore, M. P. R. R__ __ .___ _______

Wettick, A., T. & S. F. Ry ____ _______

Wheaton, U. P. R. R__________________

Wheeler, C., B. & Q. R. R. _______ ___

Wherry, St. L.-S. F. Ry._________--.___

White, A., T. & S. F. Ry______. ________

White City, C., R. I. & P. Ry____. ______

White Cloud, C., B. & Q. R. R._ ________

White Water, M. P. R. R___ _ ______

Whitelaw, M. P. R. R__________________

Whiteside, C., R. I. & P. Ry____________

Whiting, M. P. R. R_. ______ ___________

Wichita, M. P. R. R__.__________-_____

Wichita Heights, St. L.-S. F. Ry_ _______

Wiggam, A., T. & S. F. Ry_._____-.____

Wilbur, M. P. R. R.___________________

Wilder, A., T. & S. F. Ry_________ _ ___

Willard, C., R. I. & P. Ry______________

Williams, M. P. R. R__ ________________

Williarnsburg, A., T. & S. F. Ry__ _______

Williamstown, U. P. R. R. __________ ___

Willis, M. P. R. R_____________________

Wilmore, A., T. & S. F. Ry_____________

Wilmot, St. L.-S. F. Ry________________

Wilroads, C., R. I. & P. Ry __ ____ ___

Wilsey, M. P. R. R____________________

Wilson, U. P. R. R-_____-________---_.

Wilsonton, M.-K.-T. R. R_ _____________

Winchester, U. P. R. R____________..__-

Winfield, A., T. & S. F. Ry________---_-

Wingate, St. L. S. F. Ry _ __ __ _

Winona, U. P. R. R___ _______ _ _____

Wolcott, M. P. R. R____ _____ _ ______

Woodbine, C., R. I. & P. Ry_________.__

Woodruff, C., B. & Q. R. R_.______-____

Woodston, M. P. R. R__ _______________

Wreford, M.-K.-T. R. R.__-_____-_ __ Wright, A., T. & S. F. Ry_________.____

Wyckoff, M.-K.-T. R. R_______._____-_.

Yaggv, M. P. R. R______________-_____

Yale, M. P. R. R_____._----____--__-_-

County

Pottawatomie.

Republic. ________

Marshall. ________

Coffey__-__._--__

Republic. ________

M ontgomery _

Ch'erokee- __-__--.

Wyandotte. ______

Ottawa. -_-_-_-_ .

Franklin. __ ______

Wallace. ___--.___

Nemaha _ .__--._

Gray ___ _ _

Butler.____._ _ .

Morris. __________

Butler____ ____

Reno. ---__._--.-

Greenwood _'______

Shawnee_____ ___

Marshall. ________

Brown. __________

Comanche. _______

Cowley __ _______

Ford _ -____-__._

Morris__.___ ____

Ellsworth __ _____

Jefferson. _______

Cowley __ _______

Butler. _____ -_-_

Wyandotte- __ __

Dickinson___ _ _

Phillips. _________

Rooks __ _______

Ford_ ._ _

Lyon____________

Crawford_-_______

Elevation

1,538

990

2,241

1,540

1, 337

1, 166

818

946

1, 129

1,408

886

800

1,669

914

921

925

1, 101

1,211

1,372

2,120

1,043

3,842

1,088

2, 590

1,496

3,486

1,606

1,246

1,467

837

1,346

3,544

1,583

1, 113

1,293

1,336

1,086

1,123

775

912

1, 104

1, 144

852

1,132

2,018

1,330

2,431

1,509

1,688

918

1,161

1, 121

1, 500

3,323

757

1,255

2,009

1,708

1,083

2,516

1,069

1,560

969
J

SUPPLEMENTAL ELEVATIONS 85

Location

Yates Center, M. P. R. R._. ___ ______

Yoder, M. P. R. R_____________________

Yoro, M. P. R. R-______________---____

Yuma, M. P. R. R______ ____ _ ___ _

Zarah, A., T. & S. F. Ry___ _______ _

Zeandale, C., R. I. & P. Ry _ _ _ _ __ _

Zenith, A., T. & S. F. Ry._. ___ _ ___ _

Zimmerdale, M. P. R. R __ __ _______

Zurich, U. P. R. R ____ _ __ _ __ _

Zyba, C., R. I. & P. Ry.... ___ --___.

County

Linn_____________

Cloud_ _____ __

Johnson. __ ______

Riley.__ ___ ___

Stafford ___ _ __

Harvey _________

Rooks __ ________

Sumner____ _____

Elevation

1,099

1,540

1,078

1,376

796

1,007

1,809

1,466

2,212

1,232

INDEX

Ackerland . __._._________________________ 59

Adjustment of leveling net.______:____.-___ 2

Antioch Church....._____...________ 9,47

Arkansas River____________'_____ 62

Armourctale quadrangle._______._____.___-. 9-13

Atchison...____________.__._ 61

Atkinson, S. K., leveling by...._.....__ 43-45,59,61

B

Barber, J. C., leveling by......_--..---.... 30,36,62

Basehor. . 17,18,19

Baxter Springs..._....-__.._-_-.-__-.-____ 23,28,64

Bayard.._--.-_-----__--_-----.--____--...-__. 35

Beckley School . 53

Belleview School.._____________... 27

Benchmarks, classes of..__.__-________ 2

forms of..._____.________ 2-4, pi. 1

how set_.....______--.___________-. 3-4

preservation and restoration of ----...... 4

Big Creek.................__._.._............ 34

Birdseye, S. H., leveling by......_... ....__ 31-32

Bolton. ___--..._____.... ...__-............. 33

Bonita....._________.-______.._. 52

Bonnet Springs____-......._.____.. 15,16-17

Bonner Springs quadrangle____....___ 13-22

Bronson.___._________________ 35 

Brush.Creek............_.................. 25,26

Buxton.. 33

Caney. -----

 Capron School.

 Carlyle. ._. 

Cedar Creek.... 

Center Star School.

C

- -_-___.__________ 33

.___.__._...._........ 25

..-_.................. 35

.----...._......-.____ 54

 27

Central (District 9) School......__. _______ 60-61

Chanute.. --...-.-.-.._.--..--.._____.. 34, 35 

Cherokee quadrangle_.___________ 22-23 

Cherry Creek................................ 23,24

 Chetopa.___________._________ 61 

Clare...-__.-_-_-.--_.....__-.-_-_._______ 53

'Classification of leveling._____......__ 1

 Cofleyville.. ... _ 32

 Columbus..___________________ 27-28 

Columbus quadrangle..__-.._.___....__ 23-28

 Coolidge. ................................. 30,64

Corinth School_._____._________ 46 

Corpus 'Christ! Church._____________ 45

Crossroads School-.---..._..._.......... 24

 Cummings....._......_.________....._. 45

D

Daffer School ---_-.__-_-__....--....__.____ 60 

Dallas (Mo.).-------------------------------- 47

Datum of elevations-----.-.---.----.........- 5

Dearing.._..._______.....__....... 32

Deerfleld-------------..---------.-_---.-.-..- 36

Delaware triangulation station.........--.-.. 20

De Soto..-.-----.----.----.--.---..---------- 39,56

E 

Easton..---_-----...--..-...-..--.-.......... 44-45

Eckman triangulation station..._..._.... 60

Edgerton.l................................... 40, 58

Edmunds Church---...-............-....-..- 45

Edwardsville..-................___._._ 17

Elevation figures of, accuracy^ f..__._.... 3

figures of, datum of......'.______... 5

Elk City..----....---...__._................ 33

Elm Tree School...-_-..................... 26

Erie-.-.--------........---------.---........- 34

F Pago 

Fairmount.-.-- . . ... ........ 19

Fairview School-__.._.___.____. 23-24,65 

Fall River........___...----._-_._........--.. 33

Ferry, A. V., leveling by_.------------------- 47

Floto -. .. ... - .. 63

Fly Creek..-........--.--..-.....-...---..... 24

Fourmile Creek..___.-.----.-----.-..... 65

O

Galena..---------.----..--.-..---------..-.-. 28

Galena quadrangle...--..-------.-- ....... 28-29

Gallup, R. F., leveling by.-- ------------ 13,

17-22,40-41,44, 47, 50, 59-61 

Garden City.-..--.---.-_-------__..__ 30

Garden City quadrangle...-...-----.------.- 30

Gardner.---------....---.-....--.----.--..... 40,58

Globe School.-----...-.---.-......-..-....... 24,26

Gospel Tabernacle...._._..______ 43,44,61

Granada quadrangle_...-.-.-._--.--.-'-..... 30

Grandview Church. See Vance Church.

Green Springs School...____..___...... 51,56

Greenwood.---._--------------------------- 49-51

Greenwood School_._...___..----..-.. 13

Grinter Chapel...--.-..--- ------------ 14

H 

Hallowell . _. . 24

Hartland . 36,37

Havana...-.---...-__.._._--------_.. 33

Hazel Dell School-. - -. 40-41 

Heebink, G. E., leveling by...... 40,44-45,59,61

Hiawatha quadrangle.--..-.-.--.------------ 30-31

High Prairie School.__ -. . 43-44 

Holcomb______......___....._..._ 30,36

Honey Creek. _.__ ..___...______ 32 

Hughes, F. W., leveling by..__.______. 64-65 

Humboldt -. .... _-..-.... 35

Humboldt quadrangle__-..---..---..-._.. 31-32 

Hund_.------- -. 40

Independence....----.---..__. ... 32

Independence quadrangle....... ... 32-34

Indian Creek....._________ . 47

lola.---..-......---------._. ..-. 35

lola quadrangle.....______ -..-... 34-35

Jarbalo.-.--------._._._._ 59

Johnson....---..-.................-..-...---- 63

Johnson, L. V., leveling by.. 9-17,35,45-47,49-50,59 

Jones, H. P., leveling by..___-... .... 41-43

K 

KausasCity 9,10-13,47

Kansas River___..--__..___ ------- 56

Kendall- . 62

Kill Creek 57

Kimbal ... - 34

Lackmans---..------.----.--.._------------ 51,55

Lafontaine.-.---.------ -.--.-----------.... 33

La Harpe___...-.---....--..--.-.---.-...- 34

Lakinl _,._-_-.__------...-----....-..-...-.-. 36

Lakin quadrangle.__ ' - 36-39

Lansing................_.____.... .__ 20,41

Lawrence quadrangle... ...__........---- 39-40

Leaveuworth_..-._-.-.-..-......--.-......- to

Leavenworth quadrangle......._.-....-.--- 40-41

Lee --...-...-------...-...........--....-.. 44

Lenape__.._-------.-----...--.--...-..--. 18, 50

87
88 INDEX

Page 

Leveling, adjustment of net of ------ ..--. H

classification of...---------------- ...- 1

in Kansas, earlier publications on __.. 1 

Lexington Cemetery._..-----.---.--.------. 39

Liberty.....-...-------..------------------- 32

Linwood School--.------.-.----------------- 46,48

Little Cedar Creek.. __.. ___ 57 

Little Stranger Church..-...-...-.-----... 19-20,40

Little Stranger Creek ........ ....

Loring_...................... --.- .-.- 18

Lowemont.------- --------- .-.-.-__ 44

M

McCutchen, A. C., leveling by.. . 29, 

McFarlane, M. C., leveling by..---- 30,36-38,

Maps of quadrangles in Kansas, how to obtain...---..-------------------- -- -.

Marty triangulation station.-.. -_-. -- 

Matthews, T. B., leveling by -- 39-40,47-49, 

Mayline ------------------- 

Maywood...----------------------------- -

Mean sea level, definition of 

Melrose--.- -. - ..... 

Missouri Eiver Commission....__...-.-_____.

Mitchell School-... -- ------- --

Monbeck, R. R., leveling by. - -- 

Monticello - --------- ......

Moonlight School... --------------------- 

Moran -__ ...... ...................

Morning Star School... .. -----------

Morris.---. ------------------------ -----

Mound City No. 1 quadrangle.--------

Mound City No. 4 quadrangle.... ..

Mount Hope School__.. .

Mount Pisgah School-__ . 

Murray Creek .... ---.. - ..-..

N

Nearman............

Neodesha__.......

Nile Creek. .

North Valley SchooL

33-34 

62-65

5-8 

47

50-59 

62

16,17

5

27

11

25-26

30-31 

50 

57 

35 

39

10,13

41-42

42-43 

23 

27 

60

O

Oak Mills..------------------------------- 44

Oak Mills quadrangle.__.....____ . . 43-45

Ocheltree. --- -- 52,53,58-59

Olathe -------------------- 48,51-52,54,55,56

Olathe No. 1 quadrangle___._----....... 45-49

Olathe No. 2 quadrangle. . __. .__ 49-59 

Oskaloosa.-..---.-------.--.--- - ....-.. 59

Oskaloosa No. 3 quadrangle..------.- ...... 59

Oskaloosa No. 4 quadrangle....-------------- 59-61

Oxford School.----------------.-- 46,48,49

Parnell- .

Parsons quadrangle...--.,.. ._ .- .-.. .. 

Peedee Creek.. -._ 

Personnel 

Piper...--...-.- ..__-- . . 

Plqua.----------- .--- .... ._... .-.

Pittsburg quadrangle_ 

Pleasant Valley School.-. 

Pleasant View School__. 

Pomeroy.

Pony Creek-. __....___.-..-..---.....

Porterville _ 

Posts, use of, to hold benchmarks... .-_ 

Potter.. . --.-.---....---..-.-----.

Potter School.._ . .-- -... _..

Prairie Center...---.------.-------- 39-40,

Prairie School 

See also Superior School. 

Prairie Star School- - ---------------

Preston (Nebr.) _ - .___.- .-.- .

61 

61 

31 

8

21-22 

35 

61 

24 

26 

21 

31 

34 

4

44 

28

56-57 

45

54

30

Page

Quadrangles in Kansas, index maps showing.. 5-8 

mapsof, how toobtain.. ._ 5

Quaker . 25,26,29

Quaker School____..._____.___.... 33

Quapaw (Okla.)...___.______.__.. 65 

Quivera Lake..__ ___--------- 13

R

Rattlesnake CreekRichardson _. 

Rock Creek........

32

41

32

Salem (Nebr.) 31

Savonburg..,- ...... _.. ------- 34

Scope of report-.__ ____..._------- 1

Sea level, mean, definition of _------ 5

Sharon School----...------------------------ 24-25

Shawnee...-.--_____------_----- 9

Shepherd, C. T., leveling by.....-.---------- 49

Skidmore - ' 23, 27 

Smithfield (Mo.). - 29

South Syracuse triangulation station___.... 63

Spoon Creek.-.-... . -_----------------- 56

Spring Hill 52-53

Springdale . 45,59

Stippville. 

Stony Point....__--..-. 

Sugar Lake quadrangle...- 

Sunflower School_---...-

Superior School_____..

See also Prairie School.

Sutton,--..- .....-...

Sycamore-

.. -.. 36

... ... 32

Syracuse quadrangle___------------------ 62-64

T

Tanks triangulation station_ 12

Tar Valley School.----- --- .--- 28

Tonganoxie _. ___ ... 59,60

Treece. 

Tribune quadrangle . 

Tuckerville School.- 

Turner 

Twin Springs School.

65 

64 

52 

10 

55

Tyler, Nat, Jr., leveling by. 36,38-39,62-64 

Tyro.-.-.----...-...-------.....--.-..-. 33

Ulysses__ ____.______._ 37,63 

Urbana. 34

V

Vahce (Grandview?) Church..-._...__.-- 12

Vance School __.- -. __ 12

Victory Hills Golf Club-_.__.__........ 14

Virginia School____ ..-.__ _.. 50,54

W

Wallula 22

Walnut--..---....--.---.--.-.--..-.-.. 34,35

Waverly School...... ._.___....___ 34

Weaverly School...---. _ 57

Welborn .. -.... ... ..- 11

Whaley, F. L., leveling by.------- 22-29,61,64-65

Williams School-----. -. ------- . 20-21

Wolcott -. -- 21

Wood, Fox, leveling by _ 32-35

Woodland School......... _ _.--.... 49

Wray, D. C., leveling by.--------------- 28,61 Wyandotte quadrangle. -. ----------- 64-65

Zarah............ ------- 14-15

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