DEPARTMENT OF THE INTERIOR 

UNITED STATES GEOLOGICAL SURVEY

GEORGE OTIS SMITH, DIRECTOR* '*

BULLETIN 564

RESULTS OF SPIRIT LEVELING 

IN OKLAHOMA

1895 TO 1912, INCLUSIVE

R. B. MARSHALL, CHIEF GEOGRAPHER

PART OF WORK DONE IN COOPERATION WITH TERRITORY OF OKLAHOMA,

1905 TO 1907, INCLUSIVE, AND WITH STATE OF OKLAHOMA,

1908, 1911, AND 1912

WASHINGTON

GOVERNMENT PRINTING OFFICE 

1914

CONTENTS.

Page.

Introduction.............................................................. 5

Cooperation............................................................ 5

Previous publication.................................................. 5

Personnel............................................................. 5

Classification.......................................................... 5

Bench marks......................................................... 5

Datum............................................................... G

Topographic maps...................................................... 7

Primary leveling........................................................... 7

Wyandotte quadrangle (Delaware and Ottawa counties)................. 7

Vinita quadrangle (Craig County)....................................... 9

Nowata quadrangle (Nowata and Washington counties)................... 10

Claremore quadrangle (Rogers, Tulsa, and Wagoner counties)............. 12

Pryor quadrangle (Mayes County)...................................... 14

Siloam Springs quadrangle (Delaware County).......................... 15

Winslow quadrangle (Sequoyah County)................................ 16

Tahlequah quadrangle (Adair, Cherokee, and Sequoyah counties)......... 17

Muskogee quadrangle (Cherokee, Muskogee, and Wagoner counties)...... 18

Okmulgee quadrangle (Muskogee, Okmulgee, and Wagoner counties).... 20

Nuyaka quadrangle (Creek County).................................... 21

Wewoka quadrangle (Hughes and Okfuskee counties).................... 21

Canadian quadrangle (Mclntosh and Pittsburg counties).................. 22

Sansbois quadrangle (Haskell County).................................. 23

Sallisaw quadrangle (Haskell, Le Flore, and Sequoyah counties)......... 24

Fort Smith quadrangle (Le Flore County).............................. 26

Poteau Mountain quadrangle (Le Flore County)......................... 26

Winding Stair quadrangle (Le Flore County)............................. 27

Tuskahoma quadrangle (Latimer and Pushmataha counties) ............. 29

McAlester quadrangle (Pittsburg County)............................... 31

Coalgate quadrangle (Coal and Pittsburg counties) ....................... 32

Stonewall quadrangle (Pontotoc County)............................... 34

Pauls Valley quadrangle (Garvin and McClain counties).................. 35

Rush Springs quadrangle (Garvin, Grady, and Stephens counties) ....... 37

Chickasha quadrangle (Canadian and Grady counties).................... 38

Seminole quadrangle, comprising Maud, Prague, Seminole, and Shawnee

15' quadrangles (Pottawatomie and Seminole counties) ................ 40

Sac and Fox 30/ quadrangle, comprising Agra, Chandler, Mallon, and Sac

and Fox 15' quadrangles (Lincoln County)...........'.................. 41

Pawnee quadrangle (Pawnee and Payne counties) ...................... 41

Hominy quadrangle (Creek, Osage, and Tulsa counties).................. 42

Addington quadrangle (Jefferson and Stephens counties)................. 42

Ardmore quadrangle (Carter, Love, and Murray counties) ................ 43

Tishomingo quadrangle (Johnston and Marshall counties)................. 44

3
4 CONTENTS.

Primary leveling Continued. Page. 

Atoka quadrangle, (Atoka and Bryan counties)........................... 45

Antlers quadrangle (Atoka, Choctaw, and Pushmataha counties).......... 46

Alikchi quadrangle (Choctaw and Pushmataha counties) ................ 48

Lukfata quadrangle (McCurtain County)................................. 48

Duqueen quadrangle (McCurtain County).............................. 49

Shawneetown quadrangle (McCurtain County).......................... 49

Horatio quadrangle (McCurtain County)............................... 50

Clarksville quadrangle (Choctaw County)................................ 50

Paris quadrangle (Choctaw County).................................... 51

Bonham quadrangle (Bryan County)................................... 51

Denison quadrangle (Marshall County).................................. 52

Gainesville quadrangle (Love County)................................... 52

Montague quadrangle (Jefferson County)................................. 53

Addington, Rush Springs, and Chickasha quadrangles (Canadian, Grady,' 

Jefferson, and Stephens counties).................................... 54

Pawhuska quadrangle (Osage County).................................. 56

Claremore, Hominy, Pawnee, Pond Creek, Newkirk, and Washunga quadrangles (Creek, Grant, Kay, Osage, Pawnee, Payne, and Tulsa counties) ............................................................... 62

Agra, Chandler, Mallon, Maud, Prague, Sac and Fox 15', and Shawnee quadrangles (Lincoln, Payne, and Pottawatomie counties) ................. 81

Guthrie, Kingfisher, and Perkins quadrangles (Canadian, Kingfisher,

Lincoln, Logan, and Oklahoma counties) ............................ 88

Edmond, Luther, McComb, McLoud, Moore, and Norman quadrangles 

(Canadian, Cleveland, Lincoln, Logan, McClain, Oklahoma, and Pottawatomie counties) .................................................. 92

Platte National Park (Murray County).................................. 102

Appendix A: Elevations adjusted by the Coast and Geodetic Survey from

precise leveling...................................................... 103

Appendix B: Secondary elevations......................................... 114

Index.................................................................... 115

ILLUSTRATION.

Page. 

PLATE I. Geological Survey bench marks.................................. 5

<5
U. S. GEOLOGICAL SURVEY BULLETIN 564 PLATE 1

GEOLOGICAL SURVEY STATION MARKS.

jl, Tablet used in cooperating States. The State name is inserted at (S. 

B and D, Copper temporary bench mark, consisting of a nail and copper washer. 

 A, C, and E, Tablets for stone or concrete structures. 

_/ ', Iron post used where there is no rock.
RESULTS OF SPIRIT LEVELING IF OKLAHOMA, 1895 

TO 1912, INCLUSIVE.

K. B. MARSHALL, Chief Geographer.

INTRODUCTION.

Cooperation. The Territory of Oklahoma contributed financially 

to the work of 1905 to 1907 inclusive through the Territorial Survey Commission, and the State of Oklahoma contributed financially 

to the work of 1908, 1911, and 1912, through the State Geological 

Survey, of which Charles N. Gould was director from 1908 to 1911 

inclusive and D. W. Ohern was director in 1912.

Previous publication. The results of spirit leveling previously 

published in Bulletin 175, containing descriptions and elevations of 

bench marks established in the former Indian Territory, 1895 to 1898, 

inclusive, and based on the unadjusted elevation (446.29 feet) of 

Coast and Geodetic Survey bench mark XLI at Fort Smith, Ark., 

have been corrected to agree with the 1912 adjustment of precise 

leveling of the Coast and Geodetic Survey and are here republished, 

pages 8 to 56, inclusive, together with all results of spirit leveling in 

Oklahoma by the United States Geological Survey since 1898. The 

elevations are likely to be changed only slightly by any future adjustment.

Personnel. The field work from 1895 to 1898 inclusive was done 

under C. H. Fitch, topographer; that for 1899 to 1906 inclusive 

under E. M. Douglas, geographer; that for 1907 to 1909 inclusive 

under E. C. Barnard, geographer; and that for later years under 

Sledge Tatum, geographer, under the general direction of K. B. 

Marshall, chief geographer.

Classification. No precise leveling has been done by the United 

States Geological Survey in this State. For primary lines standard 

Y levels are used; $ines are run in circuits or are closed on precise 

lines, with an allowable closing error in feet represented by 0.05 -JD, 

in which D is the length of the circuit in miles, sufficient care being 

given the work to maintain this standard. For circuit closures 

careful office adjustments are made, the small outstanding errors 

being distributed over the lines.

Bench marks. The standard bench marks are of two forms. The 

first form is a circular bronze or aluminum tablet (C and E, PI. I),
6 SPIRIT LEVELING IN OKLAHOMA, 1895-1912.

3£ inches in diameter and one-fourth inch thick, having a 3-inch 

stem, which is cemented in a drill hole in solid rock in the wall of 

some public building, a bridge abutment, or other substantial masonry 

structure. The second form (F, PI. I), used where masonry or rock 

is not available, consists of a hollow wrought-iron post 3^ inches in 

outer diameter and 4 feet in length. It is split at the bottom and 

expanded to a width of 10 inches in order to give a firm bearing 

on the earth and is set about 3 feet in the ground. A bronze or aluminum-bronze cap is riveted upon the top of the post. A third 

style of bench mark with abbreviated lettering (B and Z>, PL I), 

is used for unimportant points. This consists of a special copper nail, 

1| inches in length, driven through a copper washer seven-eighths of 

an inch in diameter.

The tablets, as well as the caps on the iron posts, are appropriately 

lettered, and State cooperation is indicated by the addition of the 

State name (£, PL I).

The numbers stamped on the bench marks described in the following pages represent the elevations to the nearest foot, as determined 

by the levelman. These numbers are stamped with iVinch steel 

dies on the tablets or post caps, to the left of the word " feet." The 

office adjustment of the notes and the reduction to mean sea level 

datum may so change some of the figures that the original markings 

are 1 or 2 feet in error. It is assumed that engineers and others who 

have occasion to use the bench-mark elevations will apply to the 

Director of the United States Geological Survey at Washington, 

D. C., for the adjusted values, and will use the markings as identification numbers only.

Datum rAll United States Geojogical Survey elevations are referred to mean sea level, which is the level that the sea would assume 

if the influence of tides and winds were eliminated. This level is not 

the elevation determined from the mean of the highest and the 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 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 usually differ but little. It is 

assumed that there is no difference between the mean sea level as 

determined from observations in the Atlantic Ocean, the Gulf of 

Mexico, and the Pacific Ocean.
PKIMAEY LEVELING. 7

The connection with tidal stations for bench marks in certain areas 

that lie at some distance from the seacoast is still uncertain, and this 

fact is indicated by the addition of a letter or word to the right of 

the word " Datum " on tablets or posts. For such areas corrections of 

published results will be made from time to time as the precise-level 

lines of the United States Geological Survey or other Government 

organizations are extended.

Topographic maps. Maps of the following quadrangles, wholly 

or partly in Oklahoma, have been published by the United States 

Geological Survey up to December 6, 1913. They may be obtained 

(except as noted) for 10 cents each, or $3 for 50, on application to the 

Director of the Survey at Washington, D. C.:

Addington (Ind. T.).1

Agra.

Alikchi (Ind. T.).

Antlers (Ind. T.).

Ardruore (Ind. T.).

Atoka (Ind. T.).

Canadian (Ind. T.).

Chandler.

Chickasha (Ind. T.-Okla.).

Clareinore (Ind. T.).

Coalgate (Ind. T.).

Deiiisou (Tex.-Ind. T.).

Dequeen (Ark.-Ok'.a.).

Fort Smith (Ark.-Ind. T.).

Gainesville (Tex.-Ihd. T.).

Indian Territory contour map, 20 cts.

Joplin (Kans.-Mo.-Ind. T.).

Jopliu district (Mo.-Kans.-Okla.),

double sheet, 20 cts. 

Kingfisher. 

Lukfata (Ind. T.). 

Luther. 

McAl ester. 

McComb. 

Maud.

Montague (Tex.-Ind. T.).

Muskogee (Ind. T.).

Nowata (Ind. T.).

Nuyaka (Ind. T.).

Okmulgee (Ind. T.).

Pauls Valley (Ind. T.).

Pawhuska.

Perkins.

Poteau Mountain (Ark.-Ind. T.);

Pryor (Ind. T.).

Rush Springs (Ind. T.).

Sallisaw (Ind. T.).

Sansbois (Ind. T.).

Shawnee.

Siloam Springs (Ind. T.-Ark.)

Stonewall (Ind. T.).

Tahlequah (Ind. T.-Ark.).

Tishomingo (Ind. T.).

Tuskahoina.

Vinita (Ind. T.).

Wewoka (Ind. T.).

Winding Stair.

Winslow (Ark.-Iud. T.).

Wyaudotte (Okla.-Mo.-Kans.)

PRIMARY LEVELING.

Wyandotte Quadrangle.

[Latitude 36° 30'-37° ; longitude 94° 30'-95°.] 

DELAWARE AND OTTAWA COUNTIES.

A. F. Hassan ran the railroad levels; George Nick, W. E. Earle, 

and H. L. Muldrow, jr., did the leveling along township and section 

lines.

*"(Ind. T.)" refers to present heading of published sheets.
8 SPIRIT LEVELING IN OKLAHOMA, 1895-1912.

From Afton along St. Louis & San Francisco B. E. to the Missouri-Oklahoma

boundary line.

Feet.

Afton, 0.2 mile north of, in coping stone on south side of west abutment of bridge 245, over Horse Creek; copper bolt__________ 778. 537

Wyandotte, 2 miles south of, in south copiug stone of west abutment of bridge over Grand River;,copper bolt____________ 747.868

Wyandotte, 5 miles north of, in stone on south side of west pier of 

bridge 222, over Lees Creek; copper bolt__________..___ 819.227

Missouri-Oklahoma boundary line, 10 feet north of track and 4 feet 

south of " State Line " signboard; iron post_____________ 851.321

Along township and section lines:1

T. 28 N., Rs. 21 and 22 E., closing corner of;, iron post________ 776. 834 

Grand River meander corner between sec. 6, T. 28 N., R. 22 E., and

sec. 31, T. 29 N., R. 21 E.; iron post on right bank of river_____ 777. 610 

Grand River meander corner between sec. 6, T. 27 N., R. 23 E., and

sec. 31, T. 28 N., R. 23 E.; iron post on right bank of river_____ 744.441 

Tps. 27 and 28 N., Rs. 22 and 23 E., corner of; iron post_____..___ 775. 993 

Tps. 27 and 28 N., Rs. 21 and 22 E., corner of; iron post_______ 811. 795 

Tps. 26 and 27 N., Rs. 21 and 22 E., corner of; iron post_______ 767.492 

Tps. 26 and 27 N., Rs. 22 and 23 E., corner of; iron post_______ 798.342 

Grand River meander corner between sec. 36, T. 27 N., R. 23 E.,

and sec. 1, T. 26 N., R. 23 E.; iron post on right bank of river___ 731. 784 

Grand River meander corner between sec. 32, T. 26 N., R. 24 E., and

sec. 5, T. 25 N., R. 24 E.; iron post on right bank of river______ 706.101 

Tps. 25 and 26 N.. Rs. 23 and 24 E., corner of; iron post________ 740.121 

Tps. 25 and 26 N., Rs. 22 and 23 E., corner of; iron post_______ 854. 281 

Tps. 25 and 26 N., Rs. 21 and 22 E., corner of; iron post_____1__ 783.431 

T. 25 N., Rs. 21 and 22 E., standard corner of; iron post______ . 839.243 

T. 24 N., Rs. 22 and 23 E., closing corner of; iron post___.____ 702. 571 

T. 25 N., Rs. 22 and 23 E., standard corner of; iron post______ 739.011 

T. 24 N., Rs. 23 and 24 E., closing corner of; iron post_______ 758.979 

T. 25 N., Rs. 23 and 24 E., standard corner of; iron post______ 755.609 

T. 24 N., Rs. 24 and 25 E., closing corner of; iron post________ 881. 663 

T. 25 N., Rs. 24 and 25 E., standard corner of; iron post_______ 880.193 

Missouri-Oklahoma boundary line, closing corner Tps. 24 and 25

N., R. 25 E.; iron post____________________________ 90S. 013 

Seneca-Cherokee boundary line, closing corner T. 25 N., Rs. 23 and

24 E.; iron post________________________________ 776.499 

Seneca-Cherokee boundary line, closing corner T. 25 N., Rs. 24 and

25 E.; iron post______________ ___________ __' 837.103 

Seueca-Cherokee boundary line, intersection with west boundary

line of Missouri, T. 25 N., R. 25 E., of Indian Territory Survey;

iron post __ 755. 733 

Arkansas-Oklahoma boundary line, closing corner Tps. 23 and 24

N., R. 25 E.; iron post______..____________________ 1,034.393 

Tps. 23 and 24 N., Rs. 24 and 25 E., corner of; iron post_______ 1,033.603 

Tps. 23 and 24 N., Rs. 23 and 24 E., corner of; iron post __ 904. 573 

Tps. 23 and 24 N., Rs. 22 and 23 E., corner of; iron post________ 898.403

1 Figures adjusted with reference to work done in 1906 in the Joplin district. Mo.
PRIMAKY LEVELING. 9

Vinita Quadrangle.

[Latitude 36° 30'-37°; longitude 95°-95° 30'.] 

CEAIG COUNTY.

The railroad levels were run by Robert Coe, C. B. Odell, and A. F. 

Hassan. C. B. Odell, E. W. Hill, W. E. Earle, and A. F. Hassan 

did the leveling along township and section lines.

Prom Big Cabin along Missouri, Kansas & Texas Ry. to Kansas-Oklahoma

boundary line.

Feet.

Big Cabin, 3.75 miles north of, east side of north abutment of bridge 

227 over Whiteoak Creek, near mile pole 443, in angle coping 

stone; copper bolt 671.632

Vinita, in northwest angle of Missouri, Kansas & Texas and St. Louis 

& San Francisco railroads, 13.8 feet west of the Missouri, Kansas 

& Texas track, and 22.9 feet north of the St. Louis & San Francisco 

track, 4.2 feet north of a telegraph pole; iron post _ 699.616

Vinita, in second stone from north end of second course of foundation 

stone above sidewalk of Hotel Cobb, a brick building owned by 

S. S. Cobb; bronze tablet_________________________ 706.869

Kelso, 0.8 mile north of, in bottom stone of east side of south abutment of bridge 220,160 feet north of mile pole 433; copper bolt__ 753. 398

Bluejacket, between main track and " house track," south of station 

building, 22.9 feet from west rail of main track, 21.5 feet from east 

rail of house "track, and 42.4 feet from south end of building; 

square hole cut in sandstone post, 4 by 13 inches, surface flush with 

ground __ _ __ ________ 777. 965

Bluejacket, 2 miles north of, 0.25 mile north of mile pole 425, on 

west side of south abutment of bridge 217, 8 inches from west edge 

of seat stone; copper bolt 766.022

Russell Creek, 2 miles north of, in first step on east side of north 

abutment of bridge 213, 1,400 feet north of mile pole 414; copper bolt ________________ ___ __________ 802. 816

Kansas-Oklahoma boundary line, intersection of railroad with, in

sandstone post 14 by 14 by 5 inches, flush with ground, 49.6 feet

kfroin west rail of track and referenced by three posts situated as

follows: 3.4 feet northwest, 2.5 feet east, and 4 feet southwest from

stone; square hole. _ 839.895

From Chelsea along St. Louis & San Francisco R. R. to Albia.

Chelsea, in sandstone post 8 by 10 by 22 inches, buried flush with 

ground, 11.5 feet from northwest corner of station building and 15.6 

feet from east rail of track; copper bolt- _ _ ______ 719.547

Chelsea, in northeast corner of stone bank building at Olive and Fifth 

Streets; bronze tablet______ _ _______ _______ 722.351

Vinita, 1 mile west of, in southwest coping stone of south abutment 

of bridge over Big Cabin Creek; copper bolt-' 680.491
10 SPIBIT LEVELING IN OKLAHOMA, 1895-1912.

Along township lines.

Feet. 

Kansas-Oklahoma boundary line, closing corner T. 29 N., Rs. 17 and

18 E.; iron post_____________________________ 905.345

Kansas-Oklahoma boundary line, closing corner T. 29 N., Rs. 18 and

19 E.; iron post_________-______________________ 939.223 

Kansas-Oklahoma boundary line, closing corner T. 29 N., Rs. 19 and

20 E.; iron post________________________________ 909.785 

Kansas-Oklahoma boundary line, closing corner T. 29 N., Rs. 20 and

21 E.; iron post______________________________ 831.574 

Kansas-Oklahoma boundary line, beside the " Zero " milepost and 400

feet west of the Neosho or Grand River; iron post_________ 784.579 

T. 29 N., Rs. 20 and'21 E., standard corner of; iron post_______ 837. 560 

T. 28 N., Rs. 20 and 21 E., closing corner of; iron post________ 892.353 

T. 29 N., Rs. 19 and 20 E., standard corner of; iron post_______ 950. 341 

T. 28 N., Rs. 19 and 20 E., closing corner of; iron post_________ 899. 543 

T. 29 N., Rs. 18 and 19 E., standard corner of; iron post________ 961. 686 

T. 28 N., Rs. 18 and 19 E., closing corner of; iron post________ 899. 426 

T. 29 N., Rs. 17 and 18 E., standard corner of; iron post_______ 831.686 

T. 28 N., Rs. 17 and 18 E., closing corner of; iron post________ 849. 686 

Tps. 27 and 28 N., Rs. 17 and 18 E., corner of; iron post________ 807. 640 

Tps. 27 and 23 N., Rs. 18 and 19 E., corner of; iron post_______ 828. 426 

Tps. 27 and 28 N., Rs. 19 and 20 E., corner of; iron post________ 960. 580 

Tps. 27 and 28 N., Rs. 20 and 21 E., corner of; iron post________ 795. 640 

Tps. 26 and 27 N., Rs. 20 and 21 E., corner of; iron post________ 776. 550 

Tps. 26 and 27 N., Rs. 19 and 20 E., corner of; iron post.________ 760. 481 

Tps. 26 and 27 N., Rs. 18 and 19 E., corner of; iron post________ 831. 782 

Tps. 26 and 27 N., Rs. 17 and 18 E., corner of; iron post_________ 781. 550 

Tps. 25 and 26 N., Rs. 17 and 18 E., corner of; iron post________ 737. 860 

Tps. 25 and 26 N., Rs. 18 and i9 E., corner of; iron post__.._____ 798. SS7 

Tps. 25 and 26 N., Rs. 19 and 20 E., corner of; iron post ________ 722. 841 

Tps. 25 and 26 N., Rs. 20 and 21 E., corner of; iron post________ 743. 871 

T. 24 N., Rs. 21 and 22 E., closing corner of; iron post________"_ 823. 583 

T. 25 N., Rs. 20 and 21 E., standard corner of; iron post________ , 677. 606 

T. 24 N., Rs. 20 and 21 E., closing corner of; iron post________ 720. 663 

T. 25 N., Rs. 19 and 20 E., standard corner of; iron post________ 690.976 

T. 24 N., Rs. 19 and 20 E., closing corner of; iron post _ ____ 701. 317 

T. 25 N., Rs. 18 and 19 E., standard corner of; iron post_______ 913. 550 

T. 24 N., Rs. 18 and 19 E., closing corner of; iron post_________ 900.438 

T. 25 N., Rs. 17 and 18 E., standard corner of; iron post_______ 790. 416 

Tps. 23 and 24 N., Rs. 17 and 18 E., corner of; iron post________ 714. 251 

Tps. 23 and 24 N., Rs. 18 and 19 E:, corner of; iron post.______ 844.677 

Tps. 23 and 24 N., Rs. 19 and 20 E., corner of; iron post________ 686. 819 

Tps. 23 and 24 N., Rs. 20 and 21 E., witness corner to; iron post__ 661.117 

Tps. 23 and 24 N., Rs. 21 and 22 E., corner of; iron post. (This

bench mark is just north of Vinita quadrangle on Missouri, Kansas

& Texas Ry.)___-_ _ _ _ __ 824.513

Nowata Quadrangle.

[Latitude 36° 30'-37° ; longitude 95° 30'-96°.] 

NOWATA AND WASHINGTON COUNTIES.

C. B. Odell ran the railroad levels; W. S. D. Moore, G. Nick, 

J. P. Thayer, and A. F. Hassan did the leveling along township and 

section lines.
SPIRIT LEVELING IN OKLAHOMA, 1895-1912. 11

From Talala along St. Louis, Iron Mountain & Southern By. to Seminole.

Feet. 

Talala, in sandstone post 7 by 9 by 18 inches, buried flush with ground,

8.6 feet from southeast corner of station building; copper bolt__ 685.805 

Nowata, in sandstone post 8 by 8 by 26 inches, buried flush with 

ground, 8.7 feet south from southeast corner of station building, 14 

feet from track; copper bolt_______________________ 696.000 

Nowata, in sandstone sill, northeast corner of J. H. Bai-tlett's " City

Dry Goods Store "; bronze tablet____________________ 704. 919 

Nowata, 3 miles north of, in second capstone from east end of center

pier bridge over California Creek; square hole____________ 663. 291 

Seminole, 4 miles north of, in sandstone post 6 by 8 by 24 inches, 

 buried flush with ground, 8.8 feet west of track and 1.4 feet from 

post marking intersection of railroad and Kansas-Oklahoma boundary line, which is near thirty-fourth milepost of boundary line; 

copper bolt __ _ _. ______ ____ 733.004

Along township and section lines.

Kansas-Oklahoma boundary line, closing corner Osage-Cherokee 

boundary line, T. 29 N., R. 12 E.; iron post_______________ 944. 691

Kansas-Oklahoma boundary line, closing corner T. 29 N., Rs. 12 and

13 E.; iron post_____________________-_________ 722.136 

Kansas-Oklahoma boundary line, closing corner T. 29 N., Rs. 13 and

14 E.; iron post________-_________ ________ 809.136 

Kansas-Oklahoma boundary line, closing corner T. 29 N., Rs. 14 and

15 E.; iron post_______ _ ____ ________ 875. 911 

Kansas-Oklahoma boundary line, closing corner T. 29 N., Rs. 15 and

16 E.; iron post________________________________ 737. 705 

Kansas-Oklahoma boundary line, closing corner T. 29 N., Rs. 16 and

17 E.; iron post______________________________.. 759.705

T. 29 N., Rs. 16 and 17 E., standard corner of; iron post_______ 810. 936 

T. 28 N., Rs. 16 and 17 E., closing corner of; iron post________ 739. 936 

T. 29 N., Rs. 15 and 16 E., standard corner of; iron post_______ 716.154 

T. 28 N., Rs. 15 and 16 E., closing corner of; iron post.___,____ 761.137 

T. 29 N., Rs. 14 and 15 E., standard corner of; iron post_______ 949.196 

T. 28 N., Rs. 14 and 15 E., closing corner of; iron post__..______ 922.979 

T. 29 N., Rs. 13 and 14 E., standard corner of; iron post_______ 784.176 

T. 28 N., Rs. 13 and 14 E., closing corner of; iron post.________ 743, 266 

T. 29 N., Rs. 12 and 13 E., standard corner of; iron post______. 707.136 

T. 28 N., Rs. 12 and 13 E., closing corner of; iron'post_________ 744.429 

Osage-Cherokee boundary line, Tps. 28 and 29 N., R. 12 E., closing

corner of; iron post- __ __ _____^__ 796.140 

Osage-Cherokee boundary line, Tps. 27 and 28 N., R. 12 E., closing

corner of; iron post _ ___________ 695.122

Tps. 27 and 28 N., Rs. 12 and 13 E., corner of; iron post________ 690. 461 

Tps. 27 and 28 N., Rs. 13 and 14 E., corner of; iron post________ 801. 549 

Tps. 27 and 28 N., Rs. 14 and 15 E., corner of; iron post________ 848.489 

Timber Hill triangulation station, northeast part of NW. 2 sec. 5,

T. 28 N., R. 15 E., 20 feet left of signal tower; copper bolt in

stone _____-__ - _ __ - 971. 557 

Tps. 27 and 28 N., Rs. 15 and 16 E., corner of; iron post_______ 798. 369 

Tps. 27 and 28 N., Rs. 16 and 17 E., corner of; iron post_______ 710.341 

Tps. 26 and 27 N., Rs. 16 and 17 E., corner of; iron post________ 742. 337
12 SPIRIT LEVELING IN OKLAHOMA, 1895-1912.

Feet.

Tps. 26 and 27 N., Rs. 15 and 16 E., corner of; iron post_______ 691. 224 

Tps. 26 and 27 N., Rs. 14 and 35 E., corner of; iron post_______ 898.167 

Tps. 26 and 27 N., Rs. 13 and 14 E., corner of; iron post_______ 816.317 

Tps. 26 and 27 N., Rs. 12 and 13 E., corner of; iron post_______ 671.Ill 

Osage-Cherokee boundary line, closing corner Tps. 26 and 27 N., R.

12 E.; iron post-_ ___ _ ______________.__ 676.597

Osage-Cherokee boundary line, closing corner Tps. 25 and 26 N., R.

12 E.; iron post____________:__________________ 926.586 

Tps. 25 and 26 N., Rs. 12 and 13 E., corner of; iron post_______ 658.118 

Tps. 25 and 26 N., Rs. 13 and 14 E., corner of; iron post_______ 720.425 

Tps. 25 and 26 N., Rs. 14 and 15 E., corner of; iron post_______ 763. 682 

Nowata triangulation station, south-central part of SW. £ sec. 33,

T. 26 N., R. 15 E., in stone 6 inches square; copper bolt______ 904. 857 

Tps. 25 and 26 N., Rs. 15 and 16 E., corner of; iron post_______ 692. 902 

Tps. 25 and 26 N., Rs. 16 and 17 E., corner of; iron post_______ 643. 710 

T. 25 N., Rs. 16 and 17 E., standard corner of; iron post_______ 650. 830 

T. 24 N., Rs. 16 and 17 E., closing corner of; iron post________ 639. 062 

T. 25 N., Rs. 15 and 16 E., standard corner of; iron post_______ 697.935 

T. 24 N., Rs. 15 and 16 E., closing corner of; iron post.________ 687. 99 

T. 25 N., Rs. 14 and 15 E., standard corner of; iron post_____:__ 813. 72 

T. 24 N., Rs. 14 and 15 E., closing corner of; iron post________ 810. 58 

T. 25 N., Rs. 13 and 14 E., standard corner of; iron post_______ 629. 305 

T. 24 N., Rs. 13 and 14 E., closing corner of; iron post_________ 630. 695 

T. 25 N., Rs. 12 and 13 E., standard corner of; iron post________ 737. 278 

T. 24 N., Rs. 12 and 13 E., closing corner of; iron post________ 735. 468 

Osage-Cherokee boundary line, closing corner Tps. 24 and 25 N., R.

12 E.; iron post:_______________ ________________ 844.288

Osage-Cherokee boundary line, closing corner Tps. 23 and 24 N., R.

12 E.; iron post 882.165 

Tps. 23 and 24 N., Rs. 12 and 13 E., corner of; iron post_______ 792. 533 

Tps. 23 and 24 N., Rs. 13 and 14 E., corner of; iron post-_______ 615. 923 

Tps. 23 and'24 N., Rs. 14 and 15 E., corner of; iron post______ 696.817 

Tps. 23 and 24 N., Rs. 15 and 16 E., corner of; iron post_______ 766.326 

Tps. 23 and 24 N., Rs. 16 and 17 E., corner of; iron post_______ 753. 849

Claremore Quadrangle.

[Latitude 36°-36° 30'; longitude 95° 30'-96°.] 

ROGERS, TULSA, AND WAGONER COUNTIES.

C. B. Odell ran the railroad levels. W. S. D. Moore, C. B. Odell, 

A. F. Hassan, and J. P. Thayer did the leveling along township and 

section lines.

From. Inola along St. Louis, Iron Mountain & Southern By. to Oolograh.

Feet.

Inola, in sandstone post, 4 by 6 by 24 Inches, buried flush with surface, 10.2 feet from southeast corner of station building; copper 

bolt___________ _ . ___ __________ 602.821

Claremore, in top course of foundation stone, at southwest corner of 

First National Bank building, on northeast corner of Third Street 

and Wichita Avenue; bronze tablet . ________________ 602.077
PRIMABY LEVELING. 13

Feet.

Claremore, In sandstone post 8 by 8 by 18 inches, 9.1 feet south from 

southeast corner of station building, 12.6 feet west of St. Louis, 

Iron Mountain & Southern track; copper bolt____________ 610.01

Claremore, 1 mile north of, in sandstone post 6 by 9 by 20 inches, 

flush with surface, 7.8 feet east of St. Louis, Iron Mountain & 

Southern Ry., 7.8 feet west of St. Louis & San Fraudsco R. R. 

tracks, 27.6 feet north of the intersection of these roads; copper 

bolt ____..________________________________ 614.164

Sageeyah, on sandstone post 9 by 9 by 18 inches, 10 feet west of 

track and 12 feet south from southeast corner of station building; 

cross ______________________________________.._ 646. 515

Sageeyah, 1 mile north of, near center of bridge structure over Verdigris River; " U. S. B. M." stamped in southeast iron tube___ 595.489

Oologah, in stone 7 by 9 by 17 inches, 10.7 feet from south end of 

station and 12 feet from track, and buried flush with surface; 

copper bolt ___________ _ ___ 657.614

From Claremore along St. Louis & San Francisco B.-B. to Tulsa.

Claremore, St. Louis & San Francisco R. R. station, in sandstone post 

8 by 8 by 20 inches, 10.4 feet from northwest corner of building, 

18.7 feet east of track, buried flush with surface; copper bolt___ 601.687

Catoosa, .1 mile north of, in capstone on south side of east pier, bridge 

over Verdigris River; copper bolt____________..__..____ 573.724

Tulsa, 6 miles north of, in first capstone on south end of east abutment, bridge over Mingo Creek; square hole___ _____ __ 604.568

Tulsa, in sandstone post 8 by 8 by 22 inches, 1.8.6 feet west of track, 

12.7 feet from southeast corner of station, buried flush with surface; copper bolt_____________ __ 698.127

Tulsa, in southwest corner stone of second course above sidewalk of 

stone building known as the Lynch Building; bronze tablet 711. 045

Tulsa, 0.5 mile south of, in west side of north pier, bridge over 

Arkansas River; copper bolt ___________ 643.95

Along township lines.

Tps. 22 and' 23 N., Rs. 16 and 17 E., corner of; iron post_______ 739.19

Tps. 22 and 23 N., Rs. 15 and 16 E., corner of; iron post_______ 620. 23

Tps. 22 and 23 N., Rs. 14 and 15 E., corner of; iron post_______ 666. 665

Tps. 22 and 23 N., Rs. 13 and 14 E., corner of; iron post_______ 629. 285

Tps. 22 and 23 N., Rs. 12 and 13 E., corner of; iron post________ 665. 745 

Oklahoma-Cherokee boundary line, closing corner Tps. 22 and 23 N.,

R. 12 E., iron post______________________________ 647.305

Tps. 21 and 22 N., Rs. 16 and 17 E., corner of; iron post_______ 662.045

Tps. 21 and 22 N., Rs. 15 and 16 E.> corner of; iron post_______ 625. 6

Tps. 21 and 22 N., Rs. 14 and 15 E., corner of; iron post_____ __ 720. 3

Tps. 21 and 22 N., Rs. 13 and 14 E., corner of; iron post_______ 690. 345

Tps. 21 and 22 N., Rs. 12 and 13 E., corner of; iron post________ 630. 51

Oklahoma-Cherokee boundary line, closing corner Tps. 21 and 22 N., .

R. 12 E., iron post______________________________ 621.175 

Oklahoma-Cherokee boundary line, closing corner Tps. 20 and 21 N.,

R. 12 E., iron post___________________ 749. 34

T. 20 N., Rs. 12 and 13 E., closing corner of; iron post __ _,....,-_ 630. 207
14 SPIRIT LEVELING IN OKLAHOMA, 1895-1912.

	Feet.

T. 21 N., Rs. 12 and 13 E., standard corner of; iron post_______ 627.61

T. 20 N., Rs. 13 and 14 E., closing corner of; iron post________ 582.08

T. 21 N., Rs. 13 and 14 E., standard corner of; iron post_______. 580.995

T. 20 N., Rs. 14 and 15 E., closing corner of; iron post________ 788!005

T. 21 N., Rs. 14 and 15 E., standard corner of; iron, post_______ 797.135

T. 20 N., Rs. 15 and 16 E., closing corner of; iron post________ 597.316

T. 21 N., Rs. 15 and 16 E., standard corner of; iron post_______ 599. 516

T. 20 N., Rs. 16 and 17 E., closing corner of; iron post________ 606.427

T. 21 N., Rs. 16 and 17 E., standard corner of; iron post_______ 615.905

Tps. 19 and 20 N. Rs. 16 and 17 E., corner of; iron post_______ 621.161

Tps. 19 and 20 N. Rs. 15 and 16 E., corner of; iron post_______ 647. Ill

Tps. 19 and 20 N.'Rs. 14 and 15 E., corner of; iron post_______ 632. 821

Tps. 19 and 20 N., Rs. 13 and 14 E., corner of; iron post_______ 617. 821

Tps. 19 and 20 N., Rs. 12 and 13 E:, witness corner of; iron post__ 717. 821

Tps. 18 and 19 N., Rs. 12 and 13 E., corner of; iron post_______ 630. 679

Tps. 18 and 19 N., Rs. 13 and 14 E., corner of; iron post_______ 696. 349

Tps. 18 and 19 N., Rs. 14 and 15 E., corner of; iron post_______ 701.139

Tps. 18 and 19 N., Rs. 15 and 16 E., corner of; iron post_______ 752. 849

Tps. 18 and 19 N., Rs. 16 and 17 E., corner of; iron post_______ 542. 579

Pryor Quadrangle.

[Latitude 36°-36° 30'; longitude 95°-95° 30'.] 

- MOTES COUNTY.

The railroad levels were run by C. B. Odell, A. F. Hassan, and 

Robert Coe. W. S. D. Moore, A. F. Hassan, E. W. Hill, J. P. Phelan. 

W. E. Earle, and H. L. Muldrow, jr., did the leveling along township 

lines.

From Leliaetta along Missouri, Kansas & Texas Ky. to Big Cabin,

Feet. 

Leliaetta, 2 miles north of, square hole cut in a limestone post, the

exposed surface of which is 1.1 feet by 0.45 feet, buried flush with 

ground between sixth and seventh telegraph poles north of milepost 482, 50 feet from north telegraph pole, and 27 feet west of 

track _______________________._____________ 583. 084

Choteau; in sandstone post 6 by 10 by 18 inches, buried flush with 

ground 10 feet west of track and 10.5 feet south of station; square 

hole _____________________________________ 628. 235

Choteau, 1 mile north of, in coping stone west side of south pier, 

bridge over Choteau Creek; square hole_ ____________ 588.294

Pryor Creek, 2 miles south of, in coping stone, northwest corner of 

north abutment bridge 244, over Pryor Creek; square hole_____ 598. 632

Pryor Creek, in sandstone post 2 by 4 by 24 inches, buried flush with 

ground near southeast corner of station; U. S. + B. M________ 628. 236

Pryor Creek, "in third course of stone above sidewalk, at south end 

of general merchandise store occupied by J. L. Baugh; bronze 

tablet __________ _____ ___________ 633. 976

Perry, 2 miles south of, in second coping stone of east end, south abutment of bridge 237, near mile pole 460; square hole________ 617.849

Perry, 1 mile north of, in east coping stone, south abutment of bridge 

235, 2,000 feet north of mile pole 457; copper bolt__________ 652. 499
PEIMAEY LEVELING. 15

Feet.

Adair, 3 miles north of, in top stone of ballast wall on east side of 

Boutli abutment of bridge over Rock Creek, about one-fourth mile 

north of mile pole 451; copper bolt__________________ 664. 277

Big Cabin, 3 miles south of, in top stone at east end of south abutment of bridge 230, near mile pole 450; square hole________ 662. 925

Along township lines.

Tps. 22 and 23 N., Rs. 17 and 18 E., corner of; iron post_______ 807.056

Tps. 22 and 23 N., Rs. 18 and 19 E., corner of; iron post_______ 636. 896

Tps. 22 and 23 N., Rs. 19 and 20 E., corner of; iron post_______ 661. 296

Tps. 22 and 23 N., Rs. 20 and 21 E., corner of; iron post________ 693.056

Tps. 22 and 23 N., Rs. 21 and 22 E., corner of; iron post_______ 857. 823

Tps. 21 and 22 N., Rs. 21 and 22 E., corner of; iron post______ 1,016. 653

Tps. 21 and 22 N., Rs. 20 and 21 E., corner of; iron post________ 945. 551.

Tps. 21 and 22 N., Rs. 19 and 20 E., corner of; iron post________ 674.151

Tps. 21 and 22 N., Rs. 18 and 19 E., witness corner of; iron post____ 609. 760

Tps. 21 and 22 N., Rs. 17 and 18 E., corner of; iron post________ 801. 292

T. 20 N., Rs. 17 and 18 E., closing corner of; iron post________ 630. 354

T. 21 N., Rs. 17 and 18 E., standard comer of; iron post-______ 632.144

T. 20 N., Rs. 18 and 19 E., closing corner of; iron post_________ 622. 374

T. 21 N., Rs. 18 and 19 E., standard corner of; iron post_______ 623. 604

T. 20 N., Rs. 19 and 20 E., closing corner of; iron post ________ 658. 933

T. 21 N., Rs. 19 and 20 E., standard corner of; iron post-_______ 663. 995

T. 20 .N., Rs. 20 and 21 E., closing corner of; iron post _______ 894. 933 

T. 21 N., Rs. 20 and 21 E., witness corner to standard corner of; iron

post________ __ ___________ 789.013

T. 20 N., Rs. 21 and 22 E., closing corner of; iron post_________ 964. 313

T. 21 N., Rs. 21 and 22 E., standard corner of; iron post_______ 1, 001. 823

Tps. 19 and 20 N., Rs. 21 and 22 E., cornet of; iron post_______ 1,128. 225

Tps. 19 and 20 N., Rs. 20 and 21 E., corner of; iron post_______ 903. 415

Tps. 19 and 20 N., Rs. 19 and 20 E., corner of; iron post_______ 646.085

Tps. 19 and 20 N., Rs. 18 and 19 E., corner of; iron post________ 656. 565

Tps. 19 and 20 N., Rs. 17 and 18 E., corner of; iron post_______ 630. 255

Tps. 18 and 19 N., Rs. 17 and 18 E., corner of; iron post.________ 611. 454

Tps. 18 and 19 N., Rs. 18 and 19 E., corner of; iron post_______ 629. 560

Tps. 18 and 19 N., Rs. 19 and 20 E., corner of; iron post_______ 887.155

Tps. 18 and 19 N., Rs. 20 and 21 E., corner of; iron post._______ 922.186

Tps. 18 and 19 N., Rs. 21 and 22 E., corner of; iron post_______ 966. 446

Siloam Springs Quadrangle.

[Latitude 36°-36° 30'; longitude 94° 30'-95 8 .]

DELAWARE COUNTY.

The railroad levels were run by Robert Coe and W. S. D. Moore. 

W. E. Earle, G. Nick, E. W. Hill, S. C. Pitts, and H. L. Muldrow, jr.. 

did the leveling along township lines.

Along Kansas City Southern Ry. to Siloam Spings, Ark.

Feet. 

Tps. 18 and 19 N., Rs. 25 and 26 E., corner of, 12 chains west from

railroad; iron post_______ ______ _______ 1,048.378 

Intersection of railroad with Arkansas-Oklahoma boundary line; 

iron post __________________-_______ ___ 976. 33
16 SPIRIT LEVELING IN OKLAHOMA, 1895-1912.

Along township lines.

Feet. 

Tps. 22 and 23 N., Rs. 22 and 23 E., corner of; iron post_______ 1,027.486 

Tps. 22 and 23 N., Rs. 23 and 24 E., corner of; iron post_______ 1, 063. 416 

Tps. 22 and 23 N., Rs. 24 and 25 E., corner of; iron post_______ 1,135. 653 

Arkansas-Oklahoma boundary line, closing corner Tps. 22 and 23

N., R. 25 E.; iron post________________________._ 1,069. 253 

Arkansas-Oklahoma boundary line, witness to closing corner Tps.

21 and 22 N., R. 25 E.; iron post_______-____________________ 987. 812

Tps. 21 and 22 N., Rs. 24 and 25 E., corner of; iron post_______ 981. 663 

Tps. 21 and 22 N., Rs. 23 and 24 E., corner of; iron post_______ 1,034.203 

Tps. 21 and 22 N., Rs. 22 and 23 E., corner of; iron post_______ 969. 553 

T. 20 N., Rs. 22 and 23 E., closing corner of; iron post________ 1,061. 673 

T. 21 N., Rs. 22 and 23 E., standard corner of; iron post_______ 1, 003.103 

T. 20 N., Rs. 23 and 24 E., closing corner of; iron post________ 1,100.203 

T. 21 N., Rs. 23 and 24 E., standard corner of; iron post_______ 1,091.423 

T. 20 N., Rs. 24 and 25 E., closing corner of; iron post________ 1,144. 603 

T. 21 N., Rs. 24 and 25 E., standard corner of; iron post_______ 1,163.743 

T. 20 N., Rs. 25 and 26 E., closing corner of; iron post________ 1,163.48§ 

Arkansas-Oklahoma boundary line, closing corner Tps. 20 and 21 N.,

R. 25 E.; iron post______________________________ 1,142.713

Arkansas-Oklahoma boundary line, closing corner Tps. 19 and 20 N.,

R. 26 E.; iron post_._____ ____ _____ _______ 1,152.427 

Tps. 19 and 20 N., Rs. 25 and 26 E., corner of; iron post_______ 1,129.422 

Tps. 19 and 20 N.,. Rs. 24 and 25 E., corner of; iron post________ 979. 373 

Tps. 19 and 20 N., Rs. 23 and 24 E., corner of; iron post_______ 1,113. 823 

Tps. 19 and 20 N., Rs. 22 and 23 E., corner of; iron post_______ 1,11.0. 753 

Tps. 18 and 19 N., Rs. 22 and 23 E., corner of; iron post_______ 1,007. 273 

Tps. 18 and 19 N., Rs. 23 and 24 E., corner of; iron post________ 1,050.231 

Tps. 18 and 19 N., Rs. 24 and 25 E., corner of; iron post_______ 1,079.578 

Arkansas-Oklahoma boundary line, closing corner Tps. IS and 1-9 N.,

E. 26 E.; iron post__ _____ 1,101.062

Winslow Quadrangle.

[Latitude 35° 30'-36° ; longitude 94°-94° 30'.] 

SEQUOYAH COUNTY.

Levels for this small fractional quadrangle were run by J. H. 

Carlock and H. M. Tidwell.

Along township lines.

Feet. 

Arkansas-Oklahoma boundary line, closing corner Tps. 15 and 16 N.,

R. 26 E.; iron post________ - __ __________ 1,064. 238 

Tps. 14 and 15 N., Rs. 26 and 27 E., corner of; iron post________ 1, 576.13 

Arkansas-Oklahoma boundary line, closing corner Tps. 14 and 15 N.,

R. 27 E.; iron post _ 1,583.43 

Arkansas-Oklahoma boundary line, closing corner Tps. 13 and 14 N.,

R. 27 E.; iron post______________ ____-__ 1, 019. 74 ' 

Tps. 13 and 14 N., Rs. 26 and 27 E., corner of; iron post.__ _ 958 

T. 12 N., Rs. 26 and 27 E., closing corner of; iron post- ________ 592.308

T. 13 N., Rs. 26 and 27 E., standard corner of; iron post ___-_-_ 659.058 

Arkansas-Oklahoma boundary line, closing corner Tps. 12 and 13 N.,

R. 27 E., iron post____________________ 702. 888
PEIMAEY LEVELING. 17 

Tahlequah Quadrangle.1

[Latitude 35° 30'-36° ; longitude 94* 30'-95 e .] 

ADAIR; CHEROKEE, AND SEQUOTAH COUNTIES.

The railroad levels were run by E. L. Faison, W. S. D. Moore, 

and Robert Coe. W. S. D. Moore, J. H. Carlock, J. P. Walker, H. L. 

Muldrow, jr., H. M. Tidwell, H. H. Hellen, and D. Hannegan did the 

leveling along township lines.

From Marble along Kansas City Southern Ry. to Westville.

Feet. 

Marble, 2 miles south of, intersection of railroad with third standard

parallel north. R. 23 E., near railroad mile pole 283; iron post___ 637. 527

Marble, 1 mile north of, intersection of railroad with township line, 

T. 13 N., Rs. 23 and 24 E., near railroad mile pole 280 ; iron post_ 641. 991

Bunch, li miles south of, bridge over Sallisaw Creek; on northwest 

corner of south abutment____________-____ _______ 736.515

Kenedy's siding, 2 miles north of, intersection of railroad with township line, Tps. 14 and 15 N., R. 24 E., 1,000 feet south of railroad 

mile pole 268; iron post________________ ______ 840.17

Stilwell, in northeast corner of foundation stone of coal chute; square 

hole ____________________________________ 1,108.048

Barren, 2 miles south of, intersection of railroad with fourth standard parallel, 45 feet west of quarter corner of sec. 34, T. 17 N., 

R. 25 E., 660 feet north of mile pole 252; iron post__________ 926.316

Barren, one-half mile south of, bridge over Barren Forks, on last 

coping stone of north abutment; northwest anchor bolt______ 878.073

Westville, intersection of railroad and township line. Tps. 17 and 18 

N., R. 26 E., 1,480 feet north of mile pole 245, 1,790 feet south of 

Westville station; iron post 1,126. 442

Along township lines.

Tps. 17 and 18 N., Rs. 22 and 23 E., corner of; iron post-_______ 731. Oil 

Tps. 17 and 18 N., Rs. 23 and 24 E., corner of; iron post_______ 1,032.411 

Tps. 17 and 18 N., Rs. 24 and 25 E., corner of; iron post________ 1,109.151 

Tps. 17 and 18 N., Rs. 25 and 26 E., corner of; iron post._______ 1,125. 833 

Arkansas-Oklahoma boundary line, closing corner Tps. 17 and 18 N.,

R. 26 E.; iron post_..________ ______ 1,178.84?, 

Arkansas-Oklahoma boundary line, closing corner fourth standard

parallel, R. 26 E.; iron post______ _______________ 1,121.296

T. 17 N., Rs. 25 and 26 E., standard corner of; iron post.______ 1, OSO. 946/ 

T. 16 N., Rs. 25 and 26 E., closing corner of; iron post _______ 1,132.766

T. 17 N.. Rs. 24 and. 25 E., standard corner of; iron post--..._____ 1, 358. 445 

T. 16 N., Rs. 24 and 25 E., closing corner of; iron post _.. _...___ 1.076.095 

T. 17 N., Rs. 23 and 24 E., standard corner of; iron post_______ 1.087. 81.5 

T. 16 N., Rs. 23 and 24 E., closing corner of; iron post _______ 1, 062. 815

T. 17 N., Rs. 22 and 23 E., standard corner of; iron post-______ 894*. 772 

T. 16 N., Rs. 22 and 23 E., closing corner of; iron post ______ 923. 739 

Tps. 15 and 16 N., Rs. 22 and 23 E., witness corner to; iron post___ 625. 736

1 There is an unadjusted error of 4 feet in the leveling in this quadrangle. The elevations given are therefore of but little value.

13599° Bull. 564 14 2
18 SPIRIT LEVELING IN OKLAHOMA, 1895-1912.

Feet.

Tps. 15 and 16 N., Rs. 23 and 24 E., corner of; iron post___ 984.496 

Tps. 15 and 16 N., Rs. 24 and 25 E., corner of; iron post_______ 1, 021.158 

Tps. 15 and 16 N., Rs. 25 and 26 E., corner of; iron post___ 1,113.968 

Tps. 14 and 15 N., Rs. 25 and 26 E., corner ef; iron post_______ 1, 228. 88 

Tps. 14 and 15 N., Rs. 24 and 25 E., corner of; iron post______ 1. 355. 76 

Tps. 14 and 15 N., Rs. 23 and 24 E., corner of; iron post____ 1,017. 062 

Tps. 14 and 15 N., Rs, 22 and 23 E., corner of; iron post_______ 806. 762 

Tps. 13 and 14 N., Rs. 22 and 23 E., corner of; iron 'post________ 1, 285. 271 

Tps. 13 and 14 N., Rs. 23 and 24 E., corner of; iron post_______1 768. 501 

Tps. 13 and 14 N., Rs. 24 and 25 E., corner of; iron post______ _ 1,176. 571 

Tps. 13 and 14 N., Rs. 25 and 26 E., corner of; iron post________ 804. 851 

T. 13 N., Rs. 25. and 26 E., standard corner of; iron post_______ 762. 628 

T. 12 N., Rs. 25 and 26 E., closing corner of; iron post________ 696.12S 

T. 13 N., Rs. 24 and 25 E., standard corner of; iron post_______ 889.194 

T. 12 N., Rs. 24 and 25 E., closing corner of; iron post________ 800. 308 

T. 13 N., Rs. 23 and 24 E., standard corner of; iron post______ 723.787 

T. 12 N., Rs. 23 and 24 E., closing corner of; iron post________ 641. 786 

T. 13 N., Rs. 22 and 23 E., standard corner of; iron post_______ 566. 678 

T. 12 N., Rs. 22 and 23 E., closing corner of; iron post __________ 713. 482

Muskogee Quadrangle.

[Latitude 35° 30'-36e ; longitude 95 e -95° 30'.] 

CHEKOKEE, MUSKOGEE, AND WAGONER COUNTIES.

The railroad levels were run by Robert Coe, G. A. Purington, A. F. 

Hassan, J. P. Phelan, and C. B. Odell. W. S. D. Moore, C. B. Odell, 

A. F. Hassan, E. M. Fry, E. L. Faison, George Nick, J. P. Walker, 

H. L. Muldrow, jr., and H. H. Hellen did the leveling along township 

lines.

There is a break of 1 foot between elevations in this quadrangle 

and those in Tahlequah and Sansbois quadrangles.

From Checotah along Missouri, Kansas & Texas Ry. to "Wagoner.

Feet. 

Oktaha, 2 miles south of, 84.5 feet west of track, 1,815 feet south of

rnilepost 519, opposite old water-tank foundation, in natural ledge;

copper bolt _________ _______________________ 554. 745

Summit, 1£ miles south of, 8 inches from east ledge of the east coping stone of south pier, bridge 273; copper bolt____________ 573. 745

Muskogee, at southeast corner of Hotel Adams lawn, 24.3 feet from 

railroad, 19.7 feet from hotel; iron post________________ 602.829

Muskogee, in second course of stone above sidewalk of First National 

Bank building, at left of entrance; bronze tablet (possibly destroyed) ______ ______ ________ 611.618

Wybark, 1 mile south of, in top stone on east side of ballast wall, 

south abutment Missouri, Kansas & Texas Ry. bridge over Arkansas River; square hole__________________________ 530.559

Blackstone, \ mile north of, in coping stone of east side of south 

abutment of bridge over Verdigris River; copper bolt________ 521. 941

Gibson station, * mile south of, in west coping stone of north abutment of bridge south of mile pole 493; square hole_________ 538.302
PKIMABY LEVELING. 19

Feet. 

Wagoner, 54 feet north of intersection of Missouri, Kansas & Texas

and St. Louis, Iron Mountain & Southern railroads, in stone; ' 

copper bolt _ _ ___ 581.472

From Illinois along St. Louis, Iron Mountain & Southern Ry. to Wagoner,

Illinois, 2 miles south of, in coping stone of north side of west pier 

of bridge-over Illinois River; copper bolt________'_______ 480. 282

Illinois, 2£ miles north of, at intersection of railroad and third standard parallel north; a sandstone post 18 by 18 by 15 inches, set 

between two small elm trees, which are 55.8 east of railroad___ 503. 203

Braggs, 3 miles south of, 45 feet east of railroad, in 24-inch post oak 

tree; nail______ __ ___________________ 497.454

Braggs, 3 miles north of, in third coping stone of north end of east 

oier of bridge 104, which is 700 feet west of mile pole 567; copper 

bolt__________ _ _ _.__ _ __ 505.315

Fort Gibson, 2$ miles south of, in second coping stone of east pier of 

bridge 106 over Bayou Manard; square hole____________ 513. 732

Fort Gibson, 1 mile north of, in third coping stone of east pier of 

bridge over Grand River; copper bolt ___ 518. 515

Correta, 1 mile south of, 75 feet east of track, 300 feet east of mile 

pole 579, in 12-inch post oak; nail__ _____ 553. 334

Correta, 1 mile north of, 75 feet east of track, 90 feet north of mile 

pole 581, in 20-inch red oak; nail____________________ 518. 528

Wagoner, in first course of stone, 2£ feet above sidewalk, and 8 inches 

from south corner of First National Bank Building; bronze tablet- 591.436

Along township lines.

Tps. 17 and 18 N., Rs. 17 and 18 E., corner of; iron post_______ 558.162

Tps. 17 and 18 N., Rs. 18 and 19 E., corner of; iron post______ __ 548. 261

Tps. 17 and 18 N., Rs. 19 and 20 E., corner of; iron post_______ 694.926

Tps. 17 and 18 N., Rs. 20 and 21 E., corner of; iron post_______ 679.141

Tps. 17 and 18 N., Rs. 21 and 22 E., corner of; iron post_______ 931. 561

T. 17 N., Rs. 21 and 22 E., standard corner of; iron post_______ 801. 569

T. 16 N., Rs. 21 and 22 E., closing corner of; iron post _ _ 817. 089

T. 17 N., Rs. 20 and 21 E., standard corner of; iron post_______ 814.423

T. 16 N., Rs. 20 and 21 E., closing corner of; iron post 759. 873

T. 17 N., Rs. 19 and 20 E., standard corner of; iron post___ _ 682.989

T. 17 N., Rs. 18 and 19 E., standard corner of; iron post 568.105

T. 17 N., Rs. 17 and 18 E., standard corner of; iron post . 516.175

Tps. 15 and 16 N., Rs. 17 and IS E., corner of; iron post_ __ 611. 222

Tps. 15 and 16 N., Rs. 18 and 19 E., corner of; iron post 518.2

Tps. 15 and 16 N., Rs. 19 and 20 E., corner of; iron post__ ___ 604.499

Tps. 15 and 16 N., Rs. 20 and 21 E., corner of; iron post__ _ 669. 365

Tps. 15 and 16 N., Rs. 21 and 22 E., corner of; iron post 835.446

Tps. 14 and 15 N., Rs. 21 and 22 E., corner of; iron post____________ 771.502

Tps. 14 and 15 N., Rs. 20 and 21 E.. corner of; iron post__ _ 663. 562

Tps. 14 and 15 N., Rs. 18 and 19 E., corner of; iron post 563.153

Tps. 14 and 15 N., Rs. 17 and 18 E., corner of; iron post _ 1 _ 629.221

Tps. 13 and 14 N., Rs. 17 and 18 E., corner of; iron post 615.197

Tps. 13 and 14 N., Rs. 18 and 19 E., corner of; iron post__ _ 573.197

Tps. 13 and 14 N., Rs. 20 and 21 E., corner of; iron post ___ 779.775

Tps. 13 and 14 N.. Rs. 21 and 22 E., corner of; iron post_______ 530. 225

T. 13 N., Rs. 21 and 22 E., standard corner of; iron post-_ _ 831.097
20 SPIRIT LEVELING IN OKLAHOMA, 1895-1912.

	Feet.

T. 12 N., Rs. 21 and 22 E., closing corner of; iron post_________ 802.963

T. 13 N., Rs. 20 and 21 E., standard corner of; iron post_______ 613. 945

T. 12 N., Rs. 20 and 21 E., closing corner of; iron post_________ 507.083

T. 13 N., Rs. 19 and 20 E., standard corner of; iron post_______ 536.045

T. 12 N., Rs. 19 and 20 E., closing corner of; iron post________ 547.099

T. 13 N., Rs. 18 and 19 E., standard corner of; iron post_______ 513.010

T. 12 N., Rs. 18 and 19 E., closing corner of; iron post________, 515. Too

T. 13 N., Rs. 17 and 18 E., standard corner of; iron post_______ 711. 045

T. 12 N.,'Rs. 17 and 18 E., closing corner of; iron post__'. __________ 736.745

Okmulgee Quadrangle.

[Latitude 35" 30'-36°; longitude 95° 30'-96°.] 

MUSKOGEE, OKMULGEE, AND WAGONEB COUNTIES.

W. S. D. Moore, C. B. Odell, A. F. Hassan, E. M. Fry, E. H. Lonsdale, and E. L. Faison had charge of independent level parties.

Along township lines.

Feet.

Tps. 17 and 18 N., Rs. 12 and 18 E., corner of; iron post_______ 723.067

Tps. 17 .and 18 N., Rs. 13 and 14 E., corner of; iron post________ 621. 257

Tps. 17 and 18 N., Rs. 14 and 15 E., corner of; iron post_______ 632. 297

Tps. 17 and 18 N., Rs. 15 and 16 E., corner of; iron post_______ 726. 357

Tps. 17 and 18. N., Rs. 16 and 17 E., corner of; iron post_______ 527. 007

T. 17 N., Rs. 16 and 17 E., standard corner of; iron post_______ 607.495

T. 17 N., Rs. 15 and 16 E., standard corner of; iron post_______ 568.459

T. 17 N., Rs. 14 and 15 E., standard corner of; iron post_______ 707. 2

T. 17 N., Rs. 13 and 14 E., standard corner of; iron post_______ 600.175

T. 17 N., Rs. 12 and 13 E., standard corner of; iron post_______ 714.175

Tps. 15 and 16 N., Rs. 12 and 13 E., corner of; iron post_______ 719.168

Tps. 15 and 16 N., Rs. 13 and 14 E., corner of; iron post_______ 657.172

Tps. 15 and 16 N., Rs. 14 and 15 E., corner of; iron post______ 673.174

Tps. 15 and 16 N., Rs. 15 and 16 E., corner of; iron post________ 565.187

Tps. 15 and 16 N., Rs. 16 and 17 E., corner of; iron post________ 570. 268

Tps. 14 and 15 N., Rs. 16 and 17 E., corner of; iron post_______ 653.174

Tps. 14 and 15 N., Rs. 15 and 16 E., corner of; iron post_______ 610.19

Tps. 14 and 15 N., Rs. 14 and 15 E., corner of; iron post_______ 674.174

Tps. 14 and 15 N., Rs. 13 and 14 E., corner of; iron post___;____ 771.188

Tps. 14 and 15 N., Rs. 12 and 13 E., corner of; iron post___-___ 888.166 

Tps. 13 and 14 N., Rs. 12 and 13 E., corner of; iron post. (Destroyed.)

Tps. 13 and 14 N., Rs. 13 and 14 E., corner of; iron post _____ 701.195

Tps. 13 and 14 N., Rs. 14 and 15 E., corner of; iron post________ 661.198

Tps. 13 and 14 N., Rs. 15 and 16 E., corner of; iron post________ 638.197

Tps. 13 and 14 N., Rs. 16 and 17 E., corner of; iron post________ 683. 855

T. 13 N., Rs. 16 and 17 E., standard corner of; iron post_______ 614. 863

T. 12 N., Rs. 16 and 17 E., closing corner of; iron post________ 619. 846

T. 13 N., Rs. 15 and 16 E., standard corner of; iron post________ 647. 858

T. 12 N., Rs. 15 and 16 E., closing corner of; iron post _______ 642. 823

T. 13 N., Rs. 14 and 15 "E., standard corner of; iron post________ 808. 861

T. 12 N., Rs. 14 and 15 E., closing corner of; iron post________ 745. 85

T. 13 N., Rs. 13 and 14 E., standard corner of; iron post _____ 663. 86
PRIMARY LEVELING. 21

Feet. 

T. 12 N., Rs. 13 and 14 E., closing corner of; iron post____ 651. 866

T. 13 N., Rs. 12 and 13 E., standard corner of; iron post ______ 792. 952

T. 12 N., Rs. 12. and 13 E., closing corner of; iron post________ 810. 215

Nuyaka Quadrangle.

[Latitude 35° 30'-36°; longitude 96°-96° 30'.) 

CREEK COUNTY.

The leveling in this quadrangle was done by W. S. D. Moore, W. R. 

Manning, A. F. Hassan, E. M. Fry, E. L. Faison, C. B. Odell, and 

E. H. Lonsdale.

Along township lines.

	Feet.

Tps. 17 and 18 N., Rs. 8 and 9 E., corner of; iron post________ 834. 885

Tps. 17 and 18 N., Rs. 11 and 12 E., corner of; iron post ____ 652.175

T. 17 N., Rs. 11 and 12 E., standard corner of; iron post 884.175

T. 16 N., Rs. 11 and 12 E., closing corner of; iron post_________ 846.027

T. 17 N., Rs. 10 and 11 E., standard corner of; iron post- ____ 770.137

T. 16 N., Rs. 10 and 11 E., closing corner of; iron post ______ 702.285

T. 16 N., Rs. 9 and 10 E., closing corner of; iron post ____ 761.305

T. 17 N., Rs. 8 and 9 E., standard corner of; iron post ___ 926.309

Tps. 15 and 16 N., Rs. 8 and 9 E., corner of; iron post________ 783. 763

Tps. 15 and 16 N., Rs. 9 and 10 E., corner of; iron post _______ 760.385

Tps. 15 and 16 N., Rs. 10 and 11 E., corner of; iron post________ 972.152

Tps. 15 and 16 N., Rs. 11 and 12 E., corner of; iron post._______ 795.165

Tps. 14 and 15 N., Rs. 11 and 12 E., corner of; iron post _____ 834.169

Tps. 14 and 15 N., Rs. 10 and 11 E., corner of; iron post________ 729. 351

Tps. 14 and 15 N., Rs. 9 and 10 E., corner of; iron post _____ 801.297

Tps. 14 and 15 N., Rs. 8 and 9 E., corner of; iron post ____ 848.11

Tps. 13 and 14 N., Rs. 8 and 9 E., corner of; iron post________ 720.728

Tps. 13 and 14 N., Rs. 9 and 10 E., corner of; iron post._______ 759.488

Tps. 13 and 14 N., Rs. 10 and 11 E., 'corner of; iron post _ ___ 676. 398

Tps. 13 and 14 N., Rs. 11 and 12 E., corner of; iron post ____ 872. 598

T. 13 N., Rs. 11 and 12 E., standard corner of; iron post: ____ 844. 561

T. 13 N., Rs. 10 and 11 E., standard corner of; iron post ____ 751. 85

T. 13 N., Rs. 9 and 10 E., standard corner of; iron post _____ 785. 842

T. 13 N., Rs. 8 and 9 E., standard corner of; iron post 879. 842

Wewoka Quadrangle.

[Latitude 35°-35° 30'; longitude 96°-96° 30'.] 

HUGHES AND OKFUSKEE COUNTIES.

The railroad levels were run by -E. L. Faison. W. S. D. Moore, 

W. R. Manning, and E. L. Faison had independent level parties.

From Holdenville along Choctaw, Oklahoma & Gulf £. B. to Wewoka.

Feet. 

Holdenville, 3 miles east of, in large stone; square hole 30 feet south

of track, 35 feet east of trestle No. 154_________________' 815.159

Holdenville, at northwest corner of platform, 75 feet west of station

building, 15 feet north of track; iron post_______________ 864.244 

Wewoka, south of track, 5 feet east of mile pole No. 99 and 2,400

feet west of station building; iron post 787. 777
22 SPIEIT LEVELING IN OKLAHOMA, 1895-1912.

Along township lines.

	Feet.

Tps. 11 and 12 N., Rs. 8 and 9 E., corner of; iron post________ 897. 574

Tps. 11 and 12 N., Rs. 9 and 10 E., corner of; iron post________ 905. 053

Tps. 11 and 12 N., Rs. 10 and 11 E., corner of; iron post_______ 891.442

Tps. 11 and 12 N., Rs. 11 and 12 E., corner of; iron post_______ 717.635

Tps. 10 and 11 N., Rs. 11 and 12 E., corner of; iron post_______ 727. 820

Tps. 10 and 11 N., Rs. 10 and 11 E., corner of; iron post_______ 894. 888

Tps. 10 and 11 N., Rs. 9 and 10 E., corner of; iron post________ 856. 552

Tps. 10 and 11 N., Rs. 8 and 9 E., corner of; iron post________ 827. 552

Tps. 9 and 10 N., Rs. 8 and 9 E., corner of; iron post _____'_ 848. 339

Tps. 9 and 10 N., Rs. 9 and 10 E., corner of; iron post________ 857.408

Tps. 9 and 10 N., Rs. 10 and 11 E., corner of; iron post________ 750.466

Tps. 9 and 10 N., Rs. 11 and 12 E., corner of; iron post________ 734. 606

T. 9 N., Rs. 11 and 12 E., standard corner of; iron post________ 834. 355

T. 9 N., Rs. 10 and 11 E., standard corner of; iron post______ 788. 733

T. 9 N., #s. 9 and 10 E., standard corner of; iron post_________ 735. 665

T. 9 N., Rs. 8 and 9 E., standard corner of; iron post________ 848.689

Tps. 7 and 8 N., Rs. 8 and 9 E., corner of; iron post__________ 800. 229.

Tps. 7 and 8 N., Rs. 9 and 10 E., corner of; iron post_________ 868.392

Tps. 7 and 8 N., Rs. 10 and HE., corner of; iron post_________ 922. 665

Tps. 7 and 8 N., Rs. 11 and 12 E., corner of; iron post________ 813. 312

Tps. 6 and 7 N., Rs. 11 and 12 E., corner of;,iron post________ 856. 293 

Tps. 6 and 7 N., Rs. 10 and 11 E., corner of; iron post.________ . 829. 287

Tps. 6 and 7 N., Rs. 9 and 10 E., corner of; iron post_________ 802.311

Tps. 6 and 7 N., Rs. 8 and 9 E., corner of; iron post____________ 754.323

Canadian Quadrangle.

[Latitude 35°-35° 30'; longitude 95° 30'-96°.] 

McINTOSH AND PITTSBUBG COUNTIES.

The railroad levels were run by Gl A. Purington. E. L. Faison, 

W. E. Manning, W. S. D. Moore, George Nick, and J. P. Walker 

did the leveling along township lines.

From McAlester along Missouri, Kansas & Texas Ry. to Checotah.

Feet. 

McAlester, 3 miles north of, post oak; 50 feet east of track and 1,100

feet south of mile pole 561, nail in 36 inch__.___________ 625.557 

Reams, 0.3 mile south of, in first coping stone of northeast abutment

of trestle 317, 3,000 feet north of mile pole 556; copper bolt___ 614.067 

Reams, 5 miles north of,.in stone on northeast abutment, north end

of trestle 310> which is the first trestle south of mile pole 550;

copper bolt ________ _ 611.022 

South Canadian, 0.25 mile north of, in root of 24-inch blackjack oak,

60 feet west of track and 60 feet north of mile pole 547; nail___ 656. 873 

South Canadian, 3§ miles north of, in first coping stone of northwest

abutment bridge 304 over South Canadian River; copper bolt 558. 558 

Eufaula, 1,000 feet north of station building, in 12-inch red oak, 50 ,

feei rvest of track and 140 feet north of mile pole 538; nail___ 619.219 

Eufaula, 2 miles north of, in first coping stone on northwest abutment

of bridge 298 over North Canadian River; copper bolt_______ 551.439
PRIMARY LEVELING. 23

Feet. 

Bond, in stone on northwest side of stone culvert, north of section

house 75, 90 feet north of switch; copper bolt____________ 663.031 

Checotah, 0.3 mile south of, in cottonwood tree 60 feet west of track

and 100 feet north of mile pole 525; nail__ _ ___ __ 639. 201

Tps. 

Tps. 

Tps. 

Tps. 

Tps. 

Tps. 

Tps. 

Tps. 

Tps. 

Tps. 

Tps. 

Tps. 

Tps. 

Tps. 

Tps. 

T. 9 

T. 9 

T. 9 

T. 9 

T. 9 

Tps. 

Tps. 

Tps. 

Tps. 

Tps. 

Tps. 

Tps. 

Tps. 

Tps. 

Tps.

Along: township lines.

11 and 12 N., Rs. 12 and 13 E., corner of; iron post______ 874. 865 

11 and 12 N., Rs. 13 and 14 E., corner of; iron post______ 595.88 

11 and 12 N., Rs. 14 and 15 E., corner of; iron post______ 759.826 

31 and 12 N., Rs. 15 and 16 E., corner of; iron post______ 661.538 

11 and 12 N., Rs. 16 and 17 E., corner of; 

10 and 11 N., Rs. 16 and 17 E., corner of; 

10 and 11 N., Rs. 15 and 16 E., corner of; 

10 and 11 N., Rs. 14 and 15 E., corner of; 

10 and 11 N., Rs. -13 and 14 E., corner of; 

10 and 11 N.. Rs. 12 and 13 E., corner of;

iron post______ . 642. 989

iron post___ ._ 631.512

iron post_____. 610.978

iron post__ ___ 633. 342

iron post______.._ 665.469

iron post _______ 737.478

9 and 10 N., Rs. 12 and 13 E., corner of; iron post_____ 805.885

iron post_______ 717. 269

iron post_'_____ 674. 545

iron post______ 633. 256

iron post______ 567. 803

9 and 10 N:, Rs. 13 and-14 E., corner of;

9 and 10 N., Rs. 14, and 15 E., corner of;

9 and 10 N., Rs. 15 and 16 E., corner of;

9 and 10 N., Rs. 16 and 17 E., corner of;

N., Rs. 16 and 17 E., standard corner of; iron post______ 564.048

N., Rs. 15 and 16 E., standard corner of; iron post_______ 606. 909

N., Rs. 14 and 15 E., standard corner of; iron post __ 677.827

N., Rs. 13 and 14 E., standard corner of; iron post___ __ 696.866

N., Rs. 12 and 13 E., standard corner of; iron post__________ 722.91

7 and 8 N., Rs. 12 and 13 E., corner of; iron post_______ 840.844 

7 and 8 N., Rs. 13 and 14 E., corner of; iron post_______ 704,795 

7 and 8 N., Rs. 14 and 15, E., corner of; iron post_______ 653.81 

7 and 8 N., Rs. 15 and 16 E., corner of; iron post_______ 719.276

7 and 8 N., Rs. 16 and 17 E., corner of;

6 and 7 N., Rs. 16 and 17 E., corner of;

6 and 7 N., Rs. 15 and 16 E., corner of;

6 and 7 N., Rs. 14 and 15 E., corner of;

6 and 7 N., Rs. 13 and 14 E., corner of; iron post________ 659.959

6 and 7 N., Rs. 12 and 13 E., corner of; iron post_______ 768. 841

iron post_______ 762. 818

iron post________ 763. 818

iron post________ 559. 947

iron post_______ 882. 861

Sansbois Quadrangle.

[Latitude 35°-35° 30'; longitude 95°-95° 30'.] 

HASKELL COUNTY.

The leveling was done by G. A. Purington, W. S. D. Moore, 

George Nick, and J. P. Walker.

Along: township lines.

Feet.

Tps. 11 and 12 N., 'Rs. 17 and 18 E., corner of; iron post________ 658. 974

Tps. 11 and 12 N., Rs. 18 and 19 E., corner of; iron post________ 590. 494

Tps. 11 and 12 N., Rs. 19 and 20 E., corner of; iron post________ 559. 625

Tps. 11 and 12 N., Rs. 20 and 21 E., corner of; iron post________ 472. 948

Tps. 11 and 12 N., Rs. 21 and 22 E., corner of; iron post________ 520. 914
24 SPIRIT LEVELING IN OKLAHOMA, 1895-1912.

	Feet.

Tps. 10 and 11 N., Rs. 21 and 22 E., corner of; iron post________ 562. 5

Tps. 10 and 11 N., Rs. 20 and 21 E., corner of; iron post________ 470. 641

Tps. 10 and 11 N., Rs. 19 and 20 E., corner of; iron post________ 562. 514

Tps. 10 and 11 N., Rs. 18 and 19 E., corner of; iron post_.._____ .874.383

Tps. 10 and 11 N., Rs. 17 and 18 E., corner of; iron post________ 588.11

Tps. 9 and 10 N., Rs. 17 and 18 E., corner of; iron post________ 873. 508

Tps. 9 and. 10 N., Rs. 18 and 19 E., corner of; iron post________ 817.035

Tps. 9 and 10 N., Rs. 19 and 20 E., corner of; iron post________ 518. 562

Tps. 9 and 10 N., Rs. 20 and 21 E., corner of; iron post________ 543. 781

Tps. 9 and 10 N., Rs. 21 and 22 E., corner of; iron post________ 607.42

T. 9 N., Rs. 21 and 22 E.. standard corner of; iron post_____...__ 475. 754

T. 8 N., Rs. 21 and 22 E., closing corner of; iron post__________ 479. 854

T. 9 N., Rs. 20 and 21 E., standard corner of; iron post________ 684.274

T. 8 N., Rs. 20 and 21 E., closing corner of; iron post_________ 708. 724

T. 9 N., Rs. 19 and 20 E., standard corner of; iron post________ 629.104

T. 8 N., Rs. 19 and 20 E., closing corner of; iron post -_______ 657.434

T. 9 N., Rs., 18 and 19 E., standard corner of; iron post________ 903. 987

T. 8 N., Rs. 18 and 19 E., closing corner of; iron post________ 939.289

T. 9 N., Rs. 17 and .18 E., standard corner of; iron post________ 836. 587

T. 8 N., Rs. 17 and 18 E., closing corner of; iron post 9________ 842.344

Tps. 7 and 8 N., Rs. 17 and 18 E., corner of; iron post_________ 917.597

Tps. 7 and 8 N., Rs. 18 and 19 E., corner of; iron post__________ 618. 317

Tps. 7 and 8 N., Rs. 19 and 20 E., corner of; iron post_________ 534. 857

Tps. 7 and 8 N., Rs. 20 and 21 E., corner of; iron post__________ 622. 677

Tps. 7 and 8 N., Rs. 21 and 22 E., corner of; iron post_________ 604. 797

Tps. 6 and 7 N., Rs. 21 and 22 E., corner of; iron post__________ 803.106

Tps. 6 and 7 N., Rs. 20 and 21 E., corner of; iron post__________ 833. 526

Tps. 6 and 7 N., Rs. 19 and 20 E., corner of; iron post__________ 950. 666

Tps. 6 and 7 N., Rs. 18 and 19 E., corner of; iron post__________ 1, 295. 066

Tps. 6 and 7 N., Rs. 17 and 18 E., corner of; iron post _______ 902. 81

Sallisaw Quadrangle. 

[Latitude 35°-35° 30'; longitude 94° 30'-95V]

LE FLOBE, HASKELL, AND SEQUOYAH COUNTIES.

The railroad levels were run by Robert Coe, G. A. Purington, E. L. 

Faison, E. M. Fry, C. H. Hickman, and J. W. Phelan. J. H. Carlock, J. P. Walker, D. Voorhees, E. M. Fry, and G. A. Purington did 

the leveling along township lines.

From Sallisaw along Kansas City Southern Ry. to Poteau.

Feet. 

Sallisaw, at south end of platform, east of track, at Kansas City

Southern Ry. station; iron post ._ -__ ____ 526.051 

Sallisaw, 4 miles south of, intersection of railroad with sixth guide 

meridian east, in line of telegraph poles, 3,000 feet north of mile 

pole 295; iron post______________________________ 568.902 

Gans, 0.5 mile south of, the intersection of railroad with township 

line, Tps. 10 and 11 N., R. 25 E., in line of telegraph poles, 35 feet 

west of track; iron post__________________________ 483.36 

Redlaud, 0.5 mile south of, intersection of railroad with township 

line, Tps. 9 and 10 N., R. 25 E., 15 feet west of track; iron post__ 432. 433
PMMARY LEVELING. 2§

Feet. 

Oak Lodge, 2$ miles south of, intersection of railroad with second

standard parallel north, R. 25 E., 50 feet west of track, in white

oak (blazed and marked); spike___________________ 476.52 

Shady Point, 0.5 mile south of, intersection of township line, Tps. 7

and 8 N., R. 25 E., 100 feet south of mile pole 321, 60 feet west of

track; iron post________',_____________________ 429. 365 

Poteau, at south end of station platform, 36 feet west of main track;

iron post__________________________________ 458. 805 

Poteau, 1.8 miles south of, intersection of railroad with township

line, Tps. 6 and 7 N., R. 25 E., 60 feet west of track, in water oak;

nail_____________________________________ 443.605

From Cameron along St. Louis & San Francisco R. £. to Poteau.

Cameron, 57 feet east of track, 60 feet north of station building, in 

stone monument, referenced by a stone 12 feet north and one 12 

feet east; copper bolt__l_________________________ 489.391

Cameron, in fifth stone above foundation course at southeast corner 

of general Store and post-office building, owned by Mrs. F. H. Carr, 

170 feet west of St. Louis & San Francisco track, 27 feet south of 

prolonged line of south end of station building; bronze tablet __ 489.318

Cameron, 5 miles south of, 60 feet east of track, 260 feet north of 

mile pole 441, in 12-inch hickory tree; nail_______________ 447.279

Poteau, 2 miles south of, 70 feet west of track, 800 feet south of mile 

pole 447, in " twin " post oak; nail___________._,______ 507. 296

From Cherokee along St. Louis, Iron Mountain & Southern Ry. to Vian.

Cherokee, 5 miles west of, at bridge 26, 70 feet south of track, in 15- 

inch black oak tree; spike____ __ 482.546 

Muldrow, sandstone post, 24 by 6 by 6 inches, buried 6 inches below 

surface, 71.3 feet from northeast corner of station building, 30 feet 

from " mail grab " ; marked B + M______________ __ 512.646 

Hanson, 100 feet south of track, in 4-inch red oak tree; spike __ 570. 541 

Sallisaw, buried south of station building, 40.6 feet from southeast 

and 44.8 feet from southwest corners of same; sandstone post 24 by 

8 by 5 inches, marked B + M, U.S.G.S________________ 531.988 

McKey, 60 feet north of track, in 8-inch red oak; spike_ __ 537. 886 

Vian, buried 6 inches beneath the surface, south of station building, 

31.7 feet from southwest and 36.7 feet from southeast corners of 

same; sandstone post 28 by 8 by 4 inches, marked B + M, U.S.G.S- 547. 398

Along township lines.

Tps. 11 and 12 N., Rs. 22 and 23 E., corner of; iron post________ 479. 908

Tps. 11 and 12 N., Rs. 23 and 24 E., corner of; iron post________ 552.194

Tps. 11 and 12 N., Rs. 24 and 25 E., corner of; iron post_______ 534. 458

Tps. 11 and 12 N., Rs. 25 and 26 E., corner of; iron post_______ 686. 798

Tps. 10 and 11 N., Rs. 25 and 26 E., corner of; iron post________ 479. 475

Tps. 10 and 11 N., Rs. 24 and 25 E., corner of; iron post...______ 566. 690

Tps. 10 and 11 N., Rs. 23 and 24 E., corner of iron post_.._.._____' 496. 763

Tps. 10 and 11 N., Rs. 22 and 23 E., corner of; iron post________ 447. 428

Tps. 9 and 10 N., Rs. 22 and 23 E., corner of; iron post________ 460. 347

Tps. 9 and 10 N., Rs. 23 and 24 E., corner of; iron post_________ 605. 799

Tps. 9 and 10 N., Rs. 24 and 25 E., corner of; iron post-.______ 441. 893

Tps. 9 and 10 N., Rs. 25 and 26 E., corner of; iron post._______. 425. 523
26 SPIRIT LEVELING IN OKLAHOMA, 1895-1912.

	Feet.

T. 8 N., Rs. 26 and 27 E., closing corner of; iron post________ 624.170

T. 9 N., Rs. 25 and 26 E., standard corner of; iron post_______ 439.330

T. 8 N., Rs. 25 and 26 E., closing corner; iron post__________ 442.310

T. V9 N., Rs. 24 and 25 E., standard corner of; iron post_______ 572.124

T. 8 N., Rs. 24 and 25 E., closing corner of; iron post________ 564.134

T. 9 N., Rs. 23 and 24 E., standard corner of; iron post_______ 555.414

T. 8 N., Rs. 23 and 24 E., closing corner of; iron post________ 542.174

T. 9 N., Rs. 22 and 23 E., standard corner of; iron post_______ 695. 254

T. 8 N., Rs. 22 and 23 E., closing corner of; iron post__1_____ 635.344

Tps. 7 and 8 N., Rs. 22 and 23 E:, corner of; iron post_______ 657.547

Tps. 7 and 8 N., Rs. 23 and 24 E., corner of; iron post_______ 467.857

Tps. 7 and 8 N., Rs. 24 and 25 E., corner of; iron post_______ 521.567

Tps. 7 and 8 N., Rs. 25 and 26 E., corner of; iron post_______ 425.987

Tps. 7 and 8 N., Rs. 26 and 27 E., corner of; iron post_______ 522.832

Tps. 6 and 7 N., Rs. 26 and 27 E., corner of; iron post_______ 585.206

Tps. 6 and 7 N., Rs. 25 and 26 E., corner of; iron post________ 445.066

Tps. 6 and 7 N., Rs. 24 and 25 E., corner of; iron post______. 712.936

Tps. 6 and 7 N., Rs. 23 and 24 E., corner of; iron post________ 1.289.656

Tps. 6 and 7 N., Rs. 22 and 23 E., corner of; iron post_______ 513.136

Fort Smith Quadrangle.

[Latitude 35°-35° 30'; longitude 94°-94° SO'.J 

IE FLORE COUNTY.

J. H. Carlock and E. M. Fry did the leveling.

Along township lines.

Feet.

Tps. 11 and 12 N., Rs. 26 and 27 E., corner of; iron post________ 725. 498 

Arkansas-Oklahoma boundary line, closing corner Tps. 11 and 12

N.; R. 27 E.; iron post __________________________ 765. 878 

Arkansas-Oklahoma boundary line, closing corner of Tps. 10 and 11

N., R. 27 E.; iron post__ ______________________ 437.65.r> 

Tps. 10 and 11 N., Rs. 26 and 27 E., corner of; iron post________ 420. 205 

Tps. 9 and 10 N., Rs. 26 and 27 E., corner of; iron post_______ 422. 853 

Arkansas-Oklahoma boundary line, closing corner of Tps. 9 and 10

N., R. 27 E.; iron post____________________________ 514. 98 

Arkansas-Oklahoma boundary line, closing corner second standard

parallel north, R. 27 E.; iron post_______"_______ __ 556.94 

Tp. 9 N., Rs. 26 and 27 E., standard corner of; iron post______ 621.790 

Arkansas-Oklahoma boundary line, closing corner Tps. 7 and 8 N.,

R. 27 E.; iron post___________________ _ 613.082

Arkansas-Oklahoma boundary line, closing corner Tps. 6 and 7 N.,

R. 27 E.; iron post____________________ 1, 390. 736

Poteau Mountain Quadrangle.

[Latitude 34° 30'-35°; longitude 94°-94° 30'.]

LE FLORE COUNTY.

E. M. Fry ran the railroad levels. W. P. Halliday and E. M. Fry 

did the leveling along township lines.
PRIMARY LEVELING. 27 

On Kansas City Southern Ry.

Feet.

Page, 5 miles south of, intersection of railroad with ArkansasOklahoma boundary line; iron post__________________ 1,225.185

Along township lines.

Arkansas-Oklahoma boundary line, closing corner of Tps. 5 and 6

N., R. 27 E.; iron post____________________________ 1, 617. 750

Arkansas-Oklahoma boundary line, closing corner of Tps. 4 and 5 

N., R. 27 E.; corner stone________________________ 691.944

Arkansas-Oklahoma boundary line, closing corner of Tps. 1 N. and 

1 S., R. 27 E.; corner stone____ _________________ 949. 999

Winding Stair Quadrangle. 

[Latitude 34" 30-35°; longitude 94° 30'-95°.]

LE FLORE COUNTY.

Robert Coe, G. A. Purington, H. C. McCluer, and E. M. Fry ran 

the railroad levels. F. E. Fellows, G. A. Purington, E. M. Fry, W. P. 

Halliday, and G. H. Bartlett did the leveling along township lines.

Along Choctaw, Oklahoma & Gulf R. R. from Wister to Fanshawe.

Feet. 

Wister, in northeast angle of Choctaw, Oklahoma & Gulf and the St.

Louis & San Francisco railroads, 150 feet from the Choctaw, Oklahoma & Gulf, and 350 feet from the St. Louis & San Francisco 

track; nail in 24-inch post oak ___________ __________ 475. 852

Wister, 0.5 mile west of, in south coping stone of east abutment of 

bridge No. 1; square hole____________________-___ 482. 088

Wister, 1.5 miles west of, in north coping stone of east abutment 

of bridge No. 7, 500 feet west of milepost 214; square hole_____ 499.078

Fani>hawe, 2 miles east of, in north coping stone of east abutment of 

bridge near milepost 207; square hole________________ 555. 431

Fanshawe, 0.3 mile west of, 120 feet north of track and 100 feet west 

of milepost 205, 16-inch red oak tree; nail______________ 556. 2P.6

Fanshawe, 3 miles west of, 130 feet north and 200 feet west of milepost 202, 18-inch elm tree; nail_____________________ 545. 724

Along St. Louis & San Francisco R. R. from Cavanal to Le Flore.

Cavanal, 180 feet left of track, nearly opposite milepost 451; 24-inch 

post oak tree____ 470. 778

Wister, 0.5 mile west of, in south coping stone of east pier of bridge 

237 T; square hole cut_____________ _____ 474.481

Wister, 1 mile southwest of, 150 feet south and 75 feet east of milepost 454, in 8-inch black oak tree; nail________________ 479. 9J6

Caston, 60 feet right of track, opposite milepost 456, in 30-inch 

white oak tree; nail___________________________ 496.669

Pocahontas, 120 feet north and 100 west of milepost 458, in 20-inch 

red oak tree; nail______________ 563.802
£8 SPIRIT LEVELING IN OKLAHOMA, 1895-1912.

Feet. 

Folsom, 100 feet south of track, opposite milepost 403, in 16-inch

white-oak tree; nail__________________________ 492.411 

Le Flore, 90 feet south and 100 feet east of station building, in 10-inch

elm tree; nail____________^__________________ 534. 257

Along Kansas City Southern By. from Heavener to Page.

Heavener, 2 miles north of, at intersection of railroad with north

boundary of T. 5 N., R. 25 E.; iron post________________ 514. 004

Heavener, 1 mile north of, bridge over drain, in east coping stone of 

north abutment; copper bolt_____________________ 567.058

Heavener, 1 mile south of, 650 feet south of milepost 338; iron post 555.006

Houston, 2 miles north of, at intersection of railroad with first standard parallel north, near milepost 342; iron post______ _ ___ 506.118

Houston, 0.3 mile south of, bridge over drain, in east coping stone 

of north abutment; copper bolt____________________ 542.121

Thomasville, 0.3 mile south of, bridge over creek, in west coping stone 

or north abutment; copper bolt___________________ 658.746

Page, 0.5 mile south of; 60 feet west of track, 35 feet south of mile 

pole 355; root of 16-inch basswood tree_________________ 928.135

Along township lines.

Tps. 5 and 6 N., Rs. 26 and 27 E., corner of; iron post________ 982.747 

Tps. 5 and'6 N., Rs. 25 and 26 E., corner of; iron post________ 501.077 

Tps. 5 and 6 N., Rs. 24 and 25 E., corner of; iron post_________ 458. 717 

Tps. 5 and 6 N., Rs. 23 and 24 E., corner of; iron post________ 522,897 

Tps. 5 and 6 N., Rs. 22 and 23 E., corner of; iron post_________ 553.051 

T. 4 N., Rs. 22 and 23 E., closing corner of; on stone_________ 915. 324 

T. 5 N., Rs. 22 and 23 E., standard corner of; iron post________ 724.474 

T. 4 N., Rs. 23 and 24 E., closing corner of; iron post__________ 587. 816

T. 5 N., Rs. 23 and 24 E., standard corner of; on stone______ 642.014

T. 4 N., Rs. 24 and 25 E., closing corner of; on stone-_____J 577.704 

T. 5 N., Rs. 24 and 25 E., standard corner of; iron post_____ __ 542. 824 

T. 4 N., Rs. 25 and 26 E., closing corner of; iron post________ 509.324 

T. 5 N., Rs. 25 and 26 E., standard corner of; iron post________ . 505.114 

T. 4 N., Rs. 26 and 27 E., closing corner of; iron post________ 568.044 

T. 5 N., Rs. 26 and 27 E., standard corner of; iron post_______ 579.664 

Tps. 3 and 4 N., Rs. 26 and 27 E., corner of; iron post_____ 705.152 

Tps. 3 and 4 N., Rs. 25 and 26 E., corner of; iron post________ 600.622 

Tps. 3 and 4 N., Rs. 24 and 25 E., corner of; iron post__________ 953. 566

Tps. 3 and 4 N., Rs. 23 and 24 E., corner of; iron post_________ 1,174. 351

Tps. 3 and 4 N., Rs. 22 and 23 E., corner of; iron post________ 1, 025. 439 

Tps. 2 and 3 N., Rs. 22 and 23 E., corner of; iron post________ 642.788 

Tps. 2 and 3 N., Rs. 23 and 24 E., corner of; iron post________ 688. 231 

Tps. 2 and 3 N., Rs. 24 and 25 E., corner of; iron post________ 912. 652 

Tps. 2 and 3 N., Rs. 25 and 26 E., corner of; iron post________ 2, 472. 792 

Tps. 2 and 3 N., Rs. 26 and 27 E., corner of; iron post________ 1, 273. 601 

Tps. 1 and 2 N., Rs. 26 and 27 E., corner of; iron post________ 1,979.576 

Tps. 1 and 2 N., Rs. 25 and 26 E., corner of; iron post________ 1, 924.146 

Tps. 1 and 2 N., Rs. 24 and 25 E., corner of; iron post________ 1, 480. 338 

Tps. 1 and 2 N., Rs. 23 and 24 E., corner of; iron post________ 1, 281. 237 

Tps. 1 and 2 N., Rs. 22 and 23 E., corner of; iron post________ 1, 345. 888 

T. 1 S., Rs. 22 and 23 E., closing corner of; iron post_________ 1,395.843
PRIMARY LEVELING. 29

Feet.

T. 1 N., Rs. 22 and 23 E., standard corner of; iron post________ 1,383.002 

T. 1 S., Us. 23 and 24 E., closing corner of; iron post_________ 1, 637. 392 

T. 1 N., Rs. 23 and,24 E., standard corner of; iron post________ 1, 758. 046 

Base Line triangulation station, sec. 31, T. 1 N., R. 24 E., near southwest corner of SW. i; 10-inch white-oak tree which has been used 

as signal tree ______________ 1,990.843

T. 1 S., Rs. 24 and 25 E., closing corner of; iron post__________ 889. 819 

T. 1 N., Rs. 24 and 25 E., standard corner of; iron post________ 876, 553 

T. 1 S., Rs. 25 and 26 E., closing corner of; iron post_______:__ 868. 589 

T. 1 N., Rs. 25 and 26 E., standard corner of; on stone_________ 898. 769 

T. 1 S., Rs. 26 and 27 E., closing corner of; iron post__________ 942. 239 

T. 1 N.,.Rs. 26 and 27 E., standard corner of; on stone________ 905. 909

Tuskahoma Quadrangle. 

[Latitude 34° 30'-35°; longitude 95°-95° 30'.]

LATIMEB AND PUSHMAT1HA COUNTIES.

Robert Coe, H. C. McCluer, and G. A. Purington ran the railroad 

levels. E. L. Faison, F. E. Fellows, W. P. Halliday, G. H. Bartlett, 

W. A. Correll, C. Doster, W. S. D. Moore, G. A. Purington, and E. 

M. Fry did the leveling along township lines.

Along St. Louis & San Francisco R. R. from Bengal to Stanley.

Feet. 

Bengal, 0.3 mile northeast of, 60 feet southeast'of track, 210 feet

south of milepost 475; 15-inch red oak tree 1 ___ 628. 450 

Compton, 0.7 inile southwest of, bridge 286, near top of west end of

north abutment; copper bolt 908.411 

Talihina, 60 feet east of track, 100 feet south of milepost 484; 10-inch

black gum tree 675. 727 

Albion, 60 feet east of track, 400 feet south of milepost 490; 20-inch

post oak tree 656. 655 

Kiamichi, 0.7 mile northeast of, 40 feet west of track, 50 feet north of

milepost 495; 15-inch post oak tree - 604. 725 

Tuskahoma, in northeast corner of foundation of water tank; copper

bolt _____ - 570. 396 

Clayton, 0.7 mile northeast of, 60 feet west of track, 80 feet northwest

of milepost 506, near intersection with north boundary of T. 1 N.,

R. 19 E.; 10-inch post oak tree 576. 724 

Elzey, one-half mile northeast of, 50 feet west of track, 400 feet north

of milepost 510; 24-inch red oak tree 537.12 

Stanley, 60 feet southeast of track, 440 feet southwest of milepost

514; 10-inch hickory tree - 518. 063

Along Chootaw, Oklahoma & Gulf R. R. from Redoak to Gaines Creek.

Redoak, 0.7 mile west of, 105 feet north of track, 165 feet west of 

milepost 195; post oak tree - 596.000

Panola, 5 miles west of, 110 feet north of track, 165 feet west of milepost 191; 22-inch post oak tree 616. 289

Panola, 0.3 mile east of, bridge 61, in first coping stone of northwest 

pier; copper bolt 625.148
30 SPIEIT LEVELING IN OKLAHOMA, 1895-1912.

Feet. 

Bridge 65. in first coping stone of north end of west abutment; square.

hole cut ___________ __ _ ____________ 593. 416

Wilburton, 285 feet east and 125 feet north'of milepost 182, near 

bridge 73; 9-inch water elm tree____ _______________ 648.876

Wilburton, 2 miles west of, bridge 77, in coping stone of north end of 

west abutment; copper bolt_ __-_____ 679.107

Wilburton, 4 miles west of, in stone at northeast corner of north end 

of culvert, 30 feet east of milepost 178; square hole cut______ 677. 612

Wilburton, 7 miles west of, near milepost 175, south end of east abutment of bridge 80; copper bolt set in stone. -_____ ____ 634.415

Bridge 90 (over Gaines Creek), in north end of west abutment;

 square hole cut_______________________________ 641. 527

Along township lines.

Tps. 5 and 6 N., Rs. 21 and 22 E., corner of; iron post_________ 551.131 

Tps. 5 and 6 N., Rs. 20 and 21 E., corner of; iron post ________ 701.401 

Tps. 5 and 6 N., Rs. 19 and 20 E., corner of; iron post-________ 886. 542 

Tps. 5 and 6 N., Rs. 18 and 19 E., corner of; iron post _______ 626. 252 

Tps. 5 and 6 N., Rs. 17 and 18 E., corner of; iron post_________ 704.382 

T. 4 N., Rs. 17 and 18 E., closing corner of; iron post -_______ 629. 818 

T. 5 N., Rs. 17 and 18 E., standard corner of; iron post________ 624. 67 

T. 4 N., Rs. 18 and 19 E., closing corner of; iron post________ 1, 344. 525 

T. 5 N., Rs. 18 and 19 E., standard corner of; iron post-________ 1, 229. 921 

T. 4 N., Rs. 19 and 20 E., closing corner of; iron post ___ __ 841.165 

T. 5 N., Rs. 19 and 20 E., standard corner of; iron post -____ 807. 855 

T. 4 N., Rs. 20 and 21 E., closing corner of; iron post_________ 761.054 

T. 5 N., Rs. 20 and 21 E., standard corner of; iron post___.___ 742.054 

T. 4 N., Rs. 21 and 22 E., .closing corner of; iron post__________ 842. 994 

T. 5 N., Rs. 21 and 22 E., standard corner of; iron post________ 799. 504 

Tps. 3 and 4 N., Rs. 21 and 22 E., corner of; iron post_________ 717. 356 

Tps. 3 and 4 N., Rs. 20 and 21 E., corner of; iron post________ 1, 803.913 

Tps. 3 and 4 N., Rs. 19 and 20 E., corner of; iron post _____ 1,060. 735 

Tps. 3 and 4 N., Rs. 18 and 19 E., corner of; iron post________ 904. 365 

Tps. 3 and 4 N., Rs. 17 and 18 E., corner of; iron post - ____ 841.496 

Tps. 2 and 3 N., Rs. 17 and 18 E., corner of; iron post________ 1,045.725 

Tps. 2 and 3 N., Rs. 18 and 19 E., corner of; iron post________ 600. 305 

Tps. 2 and 3 N., Rs. 19 and 20 E., corner of; iron post________ 895.585 

Tps. 2 and 3 N., Rs. 20 and 21 E., corner of; iron post_________ 1,096.590 

Tps. 2 and 3 N., Rs. 21 and 22 E., corner of; iron .post________ 659.120 

Tps. 1 and 2 N., Rs. 21 and 22 E., corner of; iron post________ 1, 536. 404 

Tps. 1 and 2 N., Rs. 20jtnd 21 E., corner of; iron post________ 1,503.564 

Tps. 1 and 2 N., Rs. 19 and 20 E., corner of; iron post _____ 1,336.135 

Tps. 1 and 2 N., Rs. 18 and 19 E., corner of; iron post__...._____ 624.080 

Tps. 1 and 2 N., Rs. 17 and 18 E., corner of; iron post________ 1,346. 280 

T. 1 S., Rs. 17 and 18 E., closing corner of; iron post _____ 724.385 

T. 1 N., Rs. 17 and 18 E., standard corner of; iron post ____ 682.420 

T. 1 S., Rs. 18 and 19 E., closing corner of; iron post-________ 1,066.420 

T. 1 N., Rs. 18 and 19 E., standard corner of; iron post _____ 1,092.470 

T. 1 S'., Rs. 19 and 20 E., closing corner of; iron post_________ 1,083.765 

T. 1 N., Rs. 19 and 20 E., standard corner of; iron post________ 980.190 

T. 1 S., Rs. 20 and 21 E., closing'corner of; iron post ________ 1,169.377 

T. 1 N., Rs. 20 and 21 E., standard corner of; iron post____1___ 962.097 

T. 1 S'., Rs. 21 and 22 E., closing corner of; iron post_________ 755. 813 

T. 1 N., Rs. 21 and 22 E., standard corner of; iron post _____ 805.112
PRIMARY LEVELING. 31

McAlester Quadrangle.

[Latitude 34° 30'-35° ; longitude 95° 30'-96M 

PITTSBUBG COUNTY.

E. L. Faison, G. A. Purington, and H. C. McCluer ran the railroad levels. T. C. Catchings, H. L. Muldrow, jr., F. E. Fellows, E. L. 

Faison, W. A. Correll, Chase Doster, G. A. Purington, and W. S. D. 

Moore did the leveling along township lines.

From McAlester, south along Missouri, Kansas & Texas Ey. to Limestone Gap.

Feet. 

McAlester, 0.5 mile north of, 250 feet north of mile pole 564, in stone

culvert; copper bolt____________________________ 679.386 

South McAlester, in northwest angle of Choctaw, Oklahoma & Gulf

and Missouri, Kansas & Texas railroads, 49.42 feet west from

southwest corner of Union Station; iron post______ 717. 814 

South McAlester, on north side of Front Street, in second base stone,

9.7 feet from southwest corner of the Kali-Inla Building, which is

owned by the Choctaw, Oklahoma & Gulf R. R. Co.; bronze tablet- 724.140 

Frink, 60 feet west of track, 50 feet south of mile pole 569, in 14-inch

hickory tree; nail______________ __ _____ 755.083 

Kiowa, 50 feet east of track, 200 feet north of mile pole 583, in 30-inch

post oak tree; nail____________________ 740.392 

Limestone Gap, 225 feet west of track, directly behind mile pole 591, 

in 18-inch elm tree; nail 642.907

From Hartshorne along Choctaw, Oklahoma & Gulf R. R. to Barnett.

Bridge 93, in stone on south end of west abutment; square hole___ 647.442

Hartshorne, in fourth stone above foundation course, at northeast 

corner of stone building owned by F. M. Savage, on Pennsylvania 

Avenue, 125 feet west of west line of Fifth Street, 670 feet south 

of main line of railroad, 2,500 feet east of post-office building; 

bronze tablet 705. 719

Hartshorne, 13 miles west of, 650 feet west of mine No. 1, in north 

end of culvert; copper bolt______ _____________ 678.075

Hartshorne, 2 miles west of, in stone on north end of parapet wall 

of bridge 106; copper bolt 608.488

Alderson, in north end of west abutment of bridge 112; copper bolt__ 682. 633

Alderson, 1 mile west of, in stone on south end of west abutment of

bridge 117, 75 feet east of mile pole 156; square hole 650. 585

Krebs, 0.5 mile west of, in stone on southeast corner of east abutment of bridge 124; square hole__ 719. 948

McAlester, 6 miles west of, on top stone of west pier of bridge 206, 

150 feet west of mile pole 145; cross (+ ) mark ___ 652. 632

Barnett, 0.4 mile east of, 550 feet west of mile pole 141, 10 miles west 

of McAlester, in southwest corner of top stone of west pier of 

bridge 198; bronze tablet : __ 702.922

On St. Louis & San Francisco R. R.

Batler, 4 miles north of, 40 feet west of track, 60 feet north of mile 

pole 518, near intersection of railroad with base line, in 8-inch red 

oak tree; nail 515. 369 

Along township lines. .

Tps. 5 and 6 N., Rs. 12 and 13 E., corner of; iron post_________ 765. 930 

Tps. 5 and 6 N., Rs. 13 and 14 E., corner of; iron post________ 625. 758
32 SPIRIT LEVELING IN OKLAHOMA, 1895-1912.

	Feet.

Tps. 5 and 6 N., Rs. 14 and 15 E., corner of; iron post________ 721. 504

Tps. 5 and ,6 N., Rs. 15 and 16 E., corner of; iron post_________ 604. 726

Tps. 5 and 6 N., Rs. 16 and 17 E., corner of; iron post_________ 680. 647

T. 5 N., Rs. 16 and 17 E., standard corner of; iron post________ 670.143

T. 4 N., Rs. 16 and 17 E., closing corner of; iron post_________ 670.395

T. 5 N., Rs. 15 and 16 E., standard corner of; iron post________ 625. 619

T. 4 N., Rs. 15 and 16 E., closing corner of; iron post____ ___ 624. 505

T. 5 N., Rs. 14 and 15 E., standard corner of; iron post_..___ __ 796. 435

T. 4 N., Rs. 14 and 15 E., closing corner of; iron post_________ 812. 305

T. 5 N., Rs. 13 and 14 E., standard corner of; iron post________ 784. 633

T. 4 N., Rs. 13 and 14 E., closing corner of; iron post_________ 800.059

T. 5 N., Rs. 12 and 13 E., standard corner of; iron post________ 707.162

T. 4 N., Rs. 12 and 13 E., closing corner of; iron post_________ 701. 041

Tps. 3 and 4 N., Rs. 12 and 13 E., corner of; iron post_________ 782. 868

Tps. 3 and 4 N., Rs. 13 and 14 E., corner of; iron post________ 733. 466

Tps. 3 and 4 N., Rs. 14 and 15 E., corner of; iron post________ 789. 241

Tps. 3 and 4 N., Rs. 15 and 16 E., corner of; iron post_________ 760. 992

Tps. 3 and 4 N., Rs. 16 and 17 E., corner of; iron post_______ __ 927. 74

Tps. 2 and 3 N., Rs. 16 and 17 E., corner of; iron post________ 706.472

Tps. 2 and 3 N., Rs. 15 and 16 E., corner of; iron post_________ 890. 21

Tps. 2 and 3 N., Rs. 14 and 15 E., corner of; iron post________ 1, 070. 514

Tps. 2 and 3 N., Rs. 13 and 14 E., corner of; iron post.-. _ 774.979

Tps. 2 and 3 N., Rs. 12 and 13 E., corner of; iron post________ 720.130

Tps. 1 and 2 N., Rs. 12 and 13 E., corner of; iron post_______ 826.527

Tps. 1 and 2 N., Rs. 13 and 14 E., corner of; iron post________ 791.630

Tps. 1 and 2 N., Rs. 14 and 15 E., corner of; iron post._______ 997.780

Tps. 1 and 2 N., Rs. 15 and 16 E., corner of; iron post_______ 1,026.780

Tps. 1 and 2 N., Rs. 16 and 17 E., corner of; iron post________ 704.780

T. 1 N., Rs. 16 and 17 E., standard corner of; iron post_______ 1,018.635

T. 1 S., Rs. 16 and 17 E., closing corner of; iron post________ 977.634

T. 1 N., Rs. 15 and 16 E., standard corner of; iron post-_______ 1,083.223

T. 1 S., Rs. 15 and 16 E., closing corner of; iron post _______ 1,040.298

T. 1 N., Rs. 14 and 15 E., standard corner of; iron post_______ 970.811

T. 1 S., Rs. 14 and 15 E., closing corner of; iron post________ 966.211

T. 1 N., Rs. 13 and 14 E., standard corner of; iron post________ 750.391

T. 1 S., Rs. 13 and 14 E., closing corner of; iron post_________ 757.279

T. 1 N., Rs. 12 and 13 E., standard corner of; iron post ______ 661.985

T. 1 S., Rs. 12 and 13 E., closing corner of; iron post __ ___ 658. 885

Coalgate Quadrangle.

[Latitude 34° 30'-35° ; longitude 96e-96° SO'.l 

COAL AND PITTSBUBG COUNTIES.

The railroad levels were run by G. A. Purington, W.'R. Manning, 

and E. L. Faison. Robert Coe, T. C. Catchings, F. E. Fellows, W. S. 

D. Moore, J. P. Walker, and H. L. Muldrow, jr., did the leveling 

along township lines.

From Stuart along Choctaw, Oklahoma & Gulf R. R. to Calvin.

Feet. 

Stuart, 3 miles east of, on south side of west pier of bridge 187, in

northwest corner of top stone; Square hole_ _____________ 694. 005

Stuart, 1 mile east of, 300 feet west of bridge 186, 40 feet north of

near entrance to "cut," In large stone; square hole ___ 709,868
PRIMARY LEVELING. 33

Feet. 

Stuart, 60 feet north of track, 100 feet east of station, south of post

office; iron post______________________________ 723.665 

Calvin, south of track, in line of telegraph poles, 210 feet west of 

station ticket-office window; iron post,_________________ 716.473

On Missouri, Kansas & Texas By.

Chili, 60 feet east of track, 450 feet south of mile pole 596; 30-inch 

post oak tree____________________-_____________ 665. 435

Chili, 3 miles south of, 100 feet west of track, 700 feet north of mile 

pole 599; 10-inch elm tree_______________________ 619.31

On Coalgate branch of Missouri, Kansas & Texas By.

Coalgate, at southeast corner of station building, 50 feet east of 

track; iron post flush with ground___________________ 616. 417

Coalgate, in layer of foundation stone, 8 inches above the ground at 

the northwest corner of building owned by Cooperative Co. on

Broadway, about 400 feet southwest of railway station building;

bronze tablet _____-_____ _ ' _____ 616.494

Along township lines.

Tps. 5 and 6 N., Rs. 8 and 9 E., corner of; iron post_ _______ 898.561

Tps. 5 and 6 N., Rs. 9 and 10 E., corner of; iron post_________ 796.412

Tps. 5 and 6 N., Rs. 10 and 11 E., corner of; iron post________ 820.731

Tps. 5 and 6 N., Rs. 11 and 12 E., corner of; iron post__ __ __ 957. 682

T. 5 N., Rs. 11 and 12 E., standard corner of; iron post________ 785. 922

T. 4 N., Rs. 11 and 12 E., closing corner of; iron post_________ 768. 778

T. 5 N., Rs. 10 and 11 E., standard corner of; iron post_____>__ 889. 906

T. 4 N., Rs. 10 and 11 E., closing corner of; iron post ________ 893. 260

T. 5 N., Rs. 9 and 10-E., standard corner of; iron post_________ . 825. 722

T. 4 N., Rs. 9 and 10 E., closing corner of; iron post _________ 825. 839

T. 5 N., Rs. 8 and 9 E., standard corner of; iron post-________ 894. 531 

Choctaw-Chickasaw boundary line, closing corner of Tps. 4 and 5 N.,

R. 8 E.; iron post______ _ _____ 787.409

Choctaw-Chickasaw boundary line, closing corner of Tps. 3 and 4 N.,

R. 8 E.; iron post - __ 762.57

Tps. 3 and 4 N., Rs. 8 and 9 E., corner of; iron post ___ 695. 506

Tps. 3 and 4 N., Rs. 9 and 10 E., corner of; iron post__________ 712. 582

Tps. 3 and 4 N., Rs. 10 and 11 E., corner of; iron post________ 772. 741

Tps. 3 and 4 N., Rs. 11 and 12 E., corner of; iron post________ 700. 931

Tps. 2 and 3 N., Rs. 11 and 12 E., corner of; iron post________ 693. 594

Tps. 2 and 3 N., Rs. 10 and 11 E., corner of; iron post_________ 665. 461

Tps. 2 and 3 N., Rs. 9 and 10 E., corner of; iron post_________ 642. 594

Tps. 2 and 3 N., Rs. 8 and 9 E., corner of; iron post__________ 699. 541 

Choctaw-Chickasaw boundary line, closing corner of Tps. 2 and 3 N.,

R. 8 E.; iron post_______________________________ 729.757 

Choctaw-Chickasaw boundary line, closing corner of Tps. 1 and 2 N.,

R. 8 E.; iron post__ _ _ .. _ ______ 630.552

Tps. 1 and 2 N., Rs. 8 and 9 E., corner of; iron post__________ 676. 54

Tps. 1 and 2 N., Rs. 9 and 10 E., corner of; iron post_ _ ___ 666. 544

Tps. 1 and 2 N., Rs. 10 and 11 E., corner of; iron post_________ 628. 553

Tps. 1 and 2 N., Rs. 11 and 12 E., corner of; iron post __ ___ 642. 558

T. 1 N., Rs. 11 and 12 E., standard corner of; iron post_____:_ 681. 348

13599° Bull. 564 14 3
34 SPIRIT LEVELING IN OKLAHOMA, 1895-1912.

Feet.

T. 1 N., Rs. 10 and 11 B., standard corner of; iron post________ 565. 379 

T. 1 N., Rs. 9 and 10 B., standard corner of; iron post________ 658.884 

T. 1 N., Rs. 8 and 9 E., standard corner of; iron post_________ 650. 855 

Choctaw-Chickasaw boundary line, closing corner of Tps. 1 N., and 

1 S., R. 8 E.; iron post__________________________ ' 734. 741

Along the Chickasaw-Choctaw boundary line.

Tps. 1 and 2 N., R. 8 E., closing corner of Chickasaw Survey; iron

post ____________________________________ 631. 058 

Tps. 2 and 3 N., R. 8 E., closing corner of Chickasaw Survey; iron

post______________________________________ 730.303 

Tps. 3 and 4 N., R. 8 E., closing corner of Chickasaw Survey; iron

post________ _ _________________________ 762.347 

Tps. 4 and 5 N., R. 8 E., closing corner of Chickasaw Survey; iron

post _____ _____________________________ 779. 795

Stonewall Quadrangle.

[Latitude 34° 30'-35°; longitude 96C 30'-97*.J 

PONTOTOC COUNTY.

The leveling was done by W. R. Manning, W. S. D. Moore, J. P. 

Walker, E. M. Fry, E. T. King, and H. L. Muldrow, jr.

Along township and section lines.

Feet. 

Canadian River, meander corner on, between T. 5 N., R. 3 E., sec. 2,

and T. 6 N., R. 3 E., sec. 35; iron post_________________ 918.65 

Canadian River, meander corner on, between T. 6 N., R. 3 E., sec. 25,

and T. 6 N., R. 4 E., sec. 30; iron post__________________ 907. 28 

Tps. 5 and 6 N., Rs. 3 and 4 E., corner of; iron post__________ 1,027.43 

Canadian River, meander corner on, between T. 5 N., R. 4 E., sec. 5,

and T. 6 N., R. 4 E., sec. 32; iron post_________________ 898. 85 

Canadian River, meander corner on, between T. 5 N., R. 4 E., sec. 1,

and T. 5 N., R. 5 E., sec. 6; iron post__________________ 880.794 

Seminole-Oklahoma boundary, closing corner on, between fractional

Tps. 5 and 6 N., R. 5 E.; iron post___________________ 1,056.695 

Tps. 5 and 6 N., Rs. 5 and 6 E., corner of; iron post__________ 931.989 

Tps. 5 and 6 N., Rs. 6 and 7 E., corner of; iron post__________ 891.552 

Tps. 5 and 6 N., Rs. 7 and 8 E., corner of; iron post______:___ 852.683 

T. 5 N., Rs. 7 and 8 E., standard corner of; iron post_______: __ 920.331 

T. 4 N., Rs. 7 and 8 E., closing corner of; iron post__________ 949.576, 

T. 5 N., Rs. 6 and 7 E., standard corner of; iron post__________ 957. 867 

T. 4 N., Rs. 6 and 7 E., closing corner of; iron post__________ 948.223 

T. 5 N., Rs. 5 and 6 E., standard corner of; iron post_________ 898.745 

T. 4 N., Rs. 5 and 6 B., closing corner of; iron post__________ 886.069 

T. 5 N., Rs. 4 and 5 E., standard corner of; iron post_________ 1,001. 868 

T. 4 N., Rs. 4 and 5 E., closing corner of; iron post __ _____ 1,008. 824 

T. 5 N., Rs. 3 and 4 E., standard corner of; iron post_____.____ 1,096.94 

T. 4 N., Rs. 3 and 4 E., closing corner of; iron post___________ 1,083.925 

Tps. 3 and 4 N., Rs. 3 and 4 E., corner of; iron post _______ 1,085.302. 

Tps. 3 and 4 N., Rs. 4 and 5 E., corner of; iron post__________ 976. 885 

Tps. 3 and 4 N., Rs. 5 and 6 E., corner of; iron post__________ 934. 219
PBIMARY LEVELING. 35

Feet.

Tps. 3 and 4 N., Rs. 6 and 7 E., corner of; iron post_________ 968.648 

Tps. 3 and 4 N., Rs. 7 and 8 E., corner of; iron post_________ 845.572 

Tps. 2 and 3 N., Rs. 7 and 8 E., corner of; iron post__________ 753. 493 

Tps. 2 and 3 N., Rs. 6 and 7 E., corner of; iron post__________ 752. 477 

Tps. 2 and 3 N., Rs. 5 and 6 E., corner of; iron post__________ 1,051.052 

Tps. 2 and 3 N., Rs. 4 and 5 E., corner of; iron post__________ 1,171. 605 

Tps. 2 and 3 N., Rs. 3 and 4 E., corner of; iron post__________ 1,170.524 

Tps. 1 and 2 N., Rs. 3 and 4 E., corner of; iron post__________ 1,080.938 

Tps. 1 and 2 N., Rs. 4 and 5 E., corner of; iron post ________ 1, 255.431 

Tps. 1 and 2 N., Rs. 5 and 6 E., corner of; iron post__________ 1,141. 508 

Tps. 1 and 2 N., Rs. 6 and 7 E., corner of; iron post__________ 824. 716 

Tps. 1 and 2 N., Rs. 7 and 8 E., corner of; iron post__________ 747.122 

T. 1 N., Rs. 7 and 8 E., standard corner of; iron post _____ 795. 223 

T. 1 N., Rs. 6 and 7.E., standard corner of; iron post_________ 1,063.658 

T. 1 N., Rs. 5 and 6 E., standard corner of; iron post ______ 1,100. 691 

T. 1 N., Rs. 4 and 5 E., standard corner of; iron post 1,161.841 

T. 1 S.; Rs. 4 and 5 E., closing corner of; iron post__________ 1,157.909 

T. 1 N., Rs. 3 and 4 E., standard corner of; iron post ________ 1, 200. 234

T. 1 S., Rs. 3 and 4 E., closing corner of; iron post _______ 1,196.88

From Asher southwest to Canadian River.

Feet.

Asher, south of railroad station, T. 6 N., R. 4 E., sees. 18 and 19, 

about 100 feet east of township line, in south fence line; iron post 

stamped " 957 Adj 1903 "___ ____ 954. 969

Wanette, 4.0 miles east of, T. 6 N., R. 3 E., corner of sees, 22, 23, 26, 

and 27, near southeast fence corner; iron post stamped "967 Adj 

1903 " _ ______ 965. 352

Tps. 5 and 6 N., R. 3 E., corner of sees. 33, 34, 3, and 4, near northwest fence corner; iron post stamped " 1000 Adj 1903 " ___ 998. 567

Pauls Valley Quadrangle.

[Latitude, 34° 30'-35° ; longitude, 97 e -97° 30'.]

GAB YIN AND McCLAIN COUNTIES.

Egbert Coe and A. F. Hassan ran the railroad levels. W. R. Manning, W. S. D. Moore, G. Given, E. M. Fry, and J. H. Carlock did the 

leveling along township and section lines.

From Davis north along Gulf, Colorado & Santa Fe By. to Wayne.

Feet. Davis, 0.25 mile north of, at intersection of Indian base line with line

of telegraph poles adjacent to railroad, about 28 feet west of center 

of track, 48 feet north of tenth telegraph pole north of mile pole 

478; Iron post ______ 840.434

Wynnewood, 3.5 miles south of, at intersection of railroad with north 

boundary of T. 1 N., R 1 E., 24 feet west of center of track, in line 

with telegraph poles; iron post !_____ 822. 317

Wynnewood, on Cherokee Street and Guy Avenue, in foundation stone 

of Citizens Bank Building, 12 feet south of northeast corner of 

building; bronze tablet _____ 864.616

Wynnewood, 2.75 miles north of, at intersection of railroad with 

north boundary of T. 2 N., R. 1 E., 33 feet west of center of track, 

in line with telegraph poles, nbont 3 poles south of mile pole 491; 

Iron post 845. 292
36 SPIRIT LEVELING IN OKLAHOMA, 1895-1912.

Feet.

Pauls Valley, at corner of Paul and Santa Fe avenues, in center of 

east face of second stone above foundation of northeast corner of 

stone building owned by C. J. Grant; bronze tablet- _____ 873.182

Pauls Valley, 2.5 miles northwest of, Tps. 3 and 4 N., Rs. 1 E. and 

1 W., about 900 feet west of railroad; iron post___________ 884.772

Paoli, 2 miles north of, at witness corner to quarter section corner of 

sec. 36, T. 5 N., R. 1 W., 300 feet east of intersection of railroad 

with first standard parallel north; iron post____ _____ 935.189

Along township and section lines.

Tps. 5 and 6 N., Rs. 2 and 3 W., corner of; iron post __ _ 1,077. 851 

Tps. 5 and 6 N., Rs. 1 and 2 W., corner of; iron post________ _ 1,121.411

Tps. 5 and 6 N., Rs. 1 E. and 1 W., corner of; iron post ______ 999.561 

Canadian River, meander corner on, T. 6 N., Rs. 1 E. and 1 W., sees.

31 and 36; iron post_______ _ ________ 990. 041

Canadian River, meander corner on, between T. 5 N., R. 1 E., sec. 1,

and T. 5 N., R. 2 E., sec. 6; iron post__________________ 969. 577 

Canadian River, meander corner on, between T. 5 N., R. 2 E.. sec. 13,

and T. 5 N., R. 3 E., sec. 18; iron post-_____ _ _______ 939. 053 

T. 5 N., Rs. 2 and 3 E., standard corner of; iron post_________ 1,023. 873 

T. 4 N., Rs. 2 and 3 E., closing corner of; iron post__ _____ 1,015. 892 

T. 5 N., Rs. 1 and 1 E., standard corner of; iron post ________ 1,065.907 

T. 4 N., Rs. 1 and 2 E., closing corner of; iron post-_ _______ 1,054.255 

Indian meridian, standard corner of Tps. 4 and 5 N., Rs. 1 E. and 1

W., at intersection with first standard parallel north; iron post__ 949. 571 

T. 4 N., Rs. 1 and 2 W., closing corner of; iron post_________..__ 1,025.479

T. 5 N:, Rs. 1 and 2 W., standard corner of; iron post ______ 1,013. 619

T. 4 N., Rs. 2 and 3 W., closing corner of; iron post___________ 982.159

T. 5 N., Rs. 2 and 3 W., standard corner of; iron post__________ 988. 349 

Tps. 3 and 4 N., Rs. 2 and 3 W., corner of; iron post__________ 990.152 

Tps. 3 and 4 N., Rs. 1 and 2 W., corner of; iron post__________ 979. 882

Tps. 3 and 4 N., Rs. 1 and 2 E., corner of; iron post__ ________ 922. 582

Tps. 3 and 4 N., Rs. 2 and 3 E., corner of; iron post_________ 1,042. 562 

Tps. 2 and 3 N., Rs. 2 and 3 E., corner of; iron post_________J_ 1,106. 464

Tps. 2 and 3 N., Rs. 1 and 2 E., corner of; iron post_________ 87^.954

Tps. 2 and 3 N., Rs. 1 E. and 1 W., corner of; iron post________ 892. 792 

Tps. 2 and 3 N., Rs. 1 and 2 W., corner of; iron post _ ____ 1.053.402 

Tps. 2 and 3 N., Rs. 2 and 3 W., corner of; iron post. ______ 1, 093.122 

Tps. 1 and 2 N., Rs. 2 and 3 W., corner of; iron post- _'_ 985. 612 

Tps. 1 and 2 N., Rs. 1 and 2 W., corner of; iron post_ ______ 941. 652 

Tps. 1 and 2 N., Rs. 1 E. and 1 W., corner of; iron post_______ 877.342 

Tps. 1 and 2 N., Rs. 1 and 2 E., corner of; iron post _____ 841. 468

Tps. 1 and 2 N., Rs. 2 and 3 E., corner of; iron post__________ 1,049.678 

T. 1 N., Rs. 2 and 3 E., standard corner of; iron post ..___ 946.134 

T. 1 S., Rs. 2 and 3 E., closing corner of; iron post____ ___-_ 938.402

T. 1 N., Rs. 1 and 2 E., standard corner of; iron post_________ 788. 783 

T. 1 S., Rs. 1 and 2 E., closing corner of; iron post _________ 790.531 

Indian meridian and Indian base, 4 feet south of initial point, at

intersection of corner of Tps. 1 N.- and 1 S., Rs. 1 E. and 1 W.:

copper bolt set in rock in place-_ ________________ 1,042.1.37 

T. 1 N.. Rs. 1 and 2 W., standard corner of; iron post _ 969. 267 

T. 1 S.. Rs. 2 and 3 W., closing corner of; iron post__________ 932.617 

T. 1 N., Rs. 2 and 3 W., standard corner of; iron post ______ 927.147
PRIMARY LEVELING. 37 

Rush Springs Quadrangle.

[Latitude 34° 30'-35°; longitude 97' 30'-98°.] 

GABVIN, GRADY, AND STEPHENS COUNTIES.

The railroad levels were run by Robert Coe. E. M. Fry, W. S. D. 

Moore, J. P. Thayer, J. P. Walker, H. L. Baker, and W. R. Manning 

did the leveling along township lines.

From Ninnekah south along Chicago, Rock Island & Pacific Ry. to Duncan.

Feet 

Rush Springs, 6 miles north of, on first standard parallel north,

between T. 4 N., R. 7 W., sec. 4, and T. 5 N., R. 7 W., sec. 33, 

37.9 feet west of track, 15.3 feet south of 20th telegraph pole 

north of mile pole 451; iron post, 10 inches out of ground, 

stamped " 1292 "___________________________J 1,292.501

Rush Springs, 1 mile north of township line, in middle of northeast 

face of second stone above sidewalk on left side of main entrance 

to Masonic Building; bronze tablet stamped " 1349 "____________* 1,349.902

Marlow, 2.5 miles north of, at section corner between T. 2 N., R. 7 W., 

sees. 5 and 4, and T. 3 N., R. 7 W., sees. 32 and 33, 50 feet west of 

track; iron post stamped " 1331"____________________* 1, 331. 989

Marlow, 3.75 miles south of, at -section corner between T. 1 N., 

R. 7 W., sees. 4 and 5, and T. 2 N., R. 7 W., sees. 32 and 33, 730 

feet east of track; iron post_______________ -___ 1,305.030

Duncan, 0.3 mile north of, on Indian base line, at quarter section 

corner between T. 1 N., R. 7 W., sec. 32, and T. 1 S., R. 7 W., sec. 5, 

1,000 feet west of track; iron post stamped " 1127 "________* 1,127. 639

Along township lines.

Chickasaw Nation, closing corner of Tps. 5 and 6 N., R. 7 W., on the

west boundary of; iron post. _ __ 1,096.023 

Tps. 5 and 6 N., Rs. 6 and 7 W., corner of; iron post__________ 1,163.078 

Tps. 5 and 6 N., Rs. 5 and 6 W., corner of; iron post___£;_____ 1,019. 568 

Tps. 5 and 6 N., Rs. 4 and 5 W., corner of; iron post_____'.______ 1,140.081

Tps. 5 and 6 N., Rs. 3 and 4 W., corner of; iron post_________ 1,010.871 

T. 4 N., Rs. 3 and 4 W., closing corner of; iron post__________ 964. 219 

T. 5 N., Rs. 3 and 4 W., standard corner of; iron post___ _____ 963. 769 

T. 4 N., Rs. 4 and 5 W., closing corner of; iron post__________ 995. 55 

T. 5 N., Rs. 4 and 5 W., standard corner of; iron post_________ ___ 995. 59

T. .4 N., Rs. 5 and 6 W., closing corner of; iron post__________ 1, 093. 847 

T. 5 N., Rs. 5 and 6 W., standard corner of; iron post-________ 1,125. 028 

T. 4 N., Rs. 6 and 7 W., closing corner of; iron post__________ 1,234.623 

T. 5 N., Rs. 6 and 7 W., standard corner of; iron post_________ 1,281. 216 

Chickasaw Nation, closing corner of Tps. 4 and 5 N., R. 7 W., on the

west boundary; iron post 1,286.383 

Chickasaw Nation, closing corner of Tps. 3 and 4 N., R. 7 W., on west

boundary; iron post __ _ _ _ _ 1,390.078 

Tps. 3 and 4 N., Rs. 6 and 7 W., corner of; iron post__________ 1, 280. 909 

Tps. 3 and 4 N., Rs. 5 and 6 W., corner of; iron post __ _ 1, 266. 648
38 SPIRIT LEVELING IN OKLAHOMA, 1895-1912.

Feet.

Tps. 3 and 4 N., Rs. 4 and 5 W., corner of; iron post___ _ 1,078.802 

Tps. 3 and 4 N., Rs. 3 and 4 W., corner of; iron post___=_______ 1,155.492 

Tps. 2 and 3 N., Rs. 3 and 4 W., corner of; iron post________ 1,189.132 

Tps. 2 and 3 N., Rs. 4 and 5 W., corner of; iron post__________ 1,158. 645 

Tps. 2 and 3 N., R,s. 5 and 6 W., corner of; iron post__________ 1,304. 554 

Tps. 2 and 3 N., Rs. 6 and 7 W., corner of; iron post______:_:_ 1,369.498 

Chickasaw Nation, closing corner of Tps. 2 and 3 N., R. 7 W., on west

boundary; iron post _ _ _______ 1,272.809 

Chickasaw Nation, closing corner of Tps. 1 and 2 N., R. 8 W., on west

boundary; iron post : _____ ____ __ 1,207.868 

Tps. 1 and 2 N., Rs. 7 and 8 W., corner of; iron post_________ 1, 224. 289 

Tps. 1 and 2 N., Rs. 6 and 7 W., corner of; iron post__________ 1, 210. 596 

Tps. 1 and 2 N., Rs. 5 and 6 W., corner of; iron post__________ 1,152. 754 

Tps. 1 and 2 N., Rs. 4 and 5 W., corner of; iron post__________ 1,112. 515 

Tps. 1 and 2 N., Rs. 3 and 4 W., corner of; iron post__________ 1,116. 662 

T. 1 S., Rs. 3 and 4 W., closing corner of; iron post__________ 1,007.549 

T. 1 N., Rs. 3 and 4 W., standard corner of; iron post_________ 1,016. 701 

T. 1 S., Rs. 4 and 5 W., closing corner of; iron post__________ 1,102.181 

T. 1 N., Rs. 4 and 5 W., standard corner of; iron post_________ 1,102. 437 

T. 1 S., Rs. 5 and 6 W., closing corner of; iron post__________ 1,105.984 

T. 1 N., Rs. 5 and 6 W., standard corner of; iron post_________ 1,094. 764 

T. 1 N., Rs. 6 and 7 W., standard corner of; iron post_________ 1,225.358 

T. 1 S., Rs. 7 and 8 W., closing corner of; iron post__________ 1,119.669 

T. 1 N., Rs. 7 and 8 W., standard corner of; iron post_________ 1,124. 245 

Tps. 1 N. and IS., R. 8 W., closing corner of, which is intersection .

of base line and west boundary of Chickasaw Nation; iron post_ 1,124. 214

Chickasha Quadrangle.

[Latitude 35°-35° 30'; longitude 97° 30'-98°.] 

CANADIAN AND GRADY COUNTIES.

Kobert Coe ran the railroad levels. E. M. Fry did the leveling 

along township lines. Additional leveling was done in 1907 by F. M. 

Hutchinson.

From Minco south along Chicago, Rock Island & Pacific Ry. to Chickasha.

Feet. 

Minco, 1.5 miles south of, at quarter section corner between T. 9 N.,

R. 7 W., sec. 4, and T. 10 N., R. 7 W., sec. 33, about 150 feet east of

track; iron post stamped "1284"____________________"1,284.859

Minco, 7.5 miles south of, at corner of sees. 32 and 33, T. 9 N., R. 7 

W., on second standard parallel north, about 600 feet west of 

track; iron post stamped " 1201"__ __________________ 1, 202.295

Chickasha, 4.5 miles north of, at quarter section corner between T. 7 

N., R. 7 W., sec. 4, and T. 8 N., R. 7 W., sec. 33, about 600 feet 

east of track; iron post stamped " 1102 "_______________ 1,102. 79

Chickasha, corner of Chickasha Avenue and Second Street, in middle 

of east face of foundation stone at northeast corner of brick building owned by J. C. Griggers; bronze tablet stamped " 1091"___* 1,091.681

Chickasha, 1.8 miles south of, at quarter section corner between T. 

6 N., R. 7 W., sec. 3, and T. 7 N., R. 7 W., sec. 34, about 180 feet 

west of track; iron post stamped "1084"_______________*1,084. 833

1 Rcdetermined by Coast and Geodetic Survey precise leveling.
PBIMARY LEVELING. 39

Along township and section lines.

Feet. 

Chickasaw Nation, on west boundary of, closing corner of Tps. 9

and 10 N., R. 7 W.; iron post______________________ 1,288.234 

Tps. 9 and 10 N., Rs. 6 and 7 W., corner of; iron post__________ 1,333.264

Tps. 9 and 10 N., Rs. 5 and 6 W., corner of; iron post_________ 1,307.484 

Tps. 9 and 10 N., Rs. 4 and 5 W., corner of; iron post_________ 1, 283.364 

Canadian River, meander corner on, between T. 9 N., R. 4 W., sec. 1,

and T. 10 N., R. 4 W., sec. 36; iron post________________ 1,144.784 

Canadian River, meander corner on, between T. 8 N., R. 3 W., sec. 5,

and T. 9 N., R. 3 W., sec. 32; iron post________________ 1, 111. 527 

T. 8 N., Rs. 3 and 4 W., closing corner of; iron post__________ 1,177. 927 

T. 9 N., Rs. 3 and 4 W., standard corner of; iron post_________ 1,181. 667 

T. 8 N., Rs. 4 and '5 W., closing corner of; iron post__________ 1, 284. 667 

T. 9 N., Rs. 4 and 5 W., standard corner of; iron post________ 1,291.357 

T. 8 N., Rs. 5 and 6 W., closing corner of; iron post__________ 1,289.305 

T. 9 N., Rs. 5 and 6 W., standard corner of; iron post________ 1,300.825 

T. 8 N., Rs. 6 and 7 W., closing corner of; iron post_________ 1,223.095 

T. 9 N., Rs. 6 and 7 W., standard corner of; iron post_________ 1, 207. 505 

Chickasaw Nation, on west boundary of, closing corner of Tps. 8

and 9 N., R. 7 W.; iron post________________________ 1,184.925 

Chickasaw Nation, on west boundary of, closing corner of Tps. 7

and 8 N., R. 7 W.; iron post___ ___________________ 1,165.92

Tps. 7 and 8 N., Rs. 6 and 7 W., corner of; iron post__________ 1, 219.17

Tps. 7 and 8 N., Rs. 5 and 6 W., corner of; iron post_________ 1, 214.160 

Tps. 7 and 8 N., Rs. 4 and 5 W., corner of; iron post__________ 1, 260. 947 

Tps. 7 and 8 N., Rs. 3 and 4 W., corner of; iron post _______ 1, 111. 747

Tps. 6 and 7 N., Rs. 3 and 4 W., corner of; iron post_________ 1, 219. 867 

Tps. 6 and 7 N., Rs. 4 and 5 W., corner of; iron post__________ 1,169.427 

Tps. 6 and 7 N., Rs. 5 and 6 W., corner of; iron post__________ 1,152. 761 

Tps. 6 and 7 N., Rs. 6 and 7 W., corner of; iron post_ ________ 1,079.051

Chickasaw Nation, on west boundary of, closing corner of Tps. 6 and 

.7 N., R. 7 W.; iron post___________________________ 1,156.251

From point near Oklahoma west along Chicago, Rock Island & Pacific Ry. to

Yukon.

Oklahoma, southwest corner of Broadway and Main Street, in southeast face of third stone above sidewalk, on left side of entrance to 

Security National Bank (formerly First National Bank) ; bronze 

tablet stamped "1199 Okla" ___ 1,199.463

Oklahoma, intersection of railroads northeast of, 60 feet east of 

Atchison, Topeka & Santa Fe Ry. tracks, 35 feet north of Choctaw, Oklahoma & Gulf R. R. .tracks; iron post stamped "1197 

Okla "__________ - - ___ 1,197. 771

Oklahoma, crossing of Atchison, Topeka & Santa Fe Ry. and Choctaw, Oklahoma & Gulf R. R.; top of rail_______________ 1,198. 2

Milepost 26, 24 feet south of railroad track; iron post stamped 

"1211 Okla " __________ _______ _____________ 1, 212.122

Milepost 20, 24 feet south of railroad track; iron post stamped 

" 1281 Okla "_____ : _ _ __ 1, 281. 993

From Oklahoma north 2.5 miles along Atchison, Topeka & Santa Fe Ry.

Oklahoma, 100 feet south of southwest corner of Santa Fe and Fourteenth streets; iron post stamped " 1231 Okla No. 46 "__________ 1, 229. 884
40 SPIRIT LEVELING IN OKLAHOMA, 1895-1912.

From Oklahoma south along Atchison, lopeka & Santa Fe By. 4 miles-to point

near Flynn.

Feet. 

T. 11 N., R. 3 W., 45 feet southeast of northwest corner of sec. 10;

iron post stamped "1179 Okla No. 25"_________________ 1,178.154, 

T. 11 N., R. 3 W., line between sees. 10 and 15, 60 feet east and 30 

feet south of; iron post stamped "1204 Okla. No. 26"_______ 1,203.052

Seminole Quadrangle, comprising Maud, Prague, Seminole, and Shawnee 15'

quadrangles.

[Latitude 35°-35° 30'; longitude 96° 30'-97°.] 

POTTAWATOMIE AND SEMINOLE COUNTIES.

The railroad levels were run by E. L. Faison. W. S. D. Moore, 

W. K. Manning, and E. L. Faison did the leveling along township 

lines.

From Wewoka along Choctaw, Oklahoma & Gulf R. B. to Shawnee.

Feet.

Wewoka, 9 miles west of, 5.7 feet west of mile pole 90; iron post__ 839. 87

Earlsboro, 17 feet west of main track, 200 feet north of station building; iron post__________________________________ 1,026.038

Shawuee, 15 feet north of track, at east end of station platform; 

iron post____1 ________________ ______________ 1,041. 998

Shawnee, 4 miles west of, near Dale, at mile pole 66; iron post___ 1,019. 450

Along township lines.

Creek-Oklahoma boundary, closing corner of, Tps. 11 and 12 N..

R. 6 E.; iron post_______________________________ 980.680 

Tps. 11 and 12 N., Rs. 6 and 7 E., corner of; iron post_________ 923.073 

Tps. 11 and 12 N., Rs. 7 and 8 E., corner of; iron post_________ 938. 815 

Tps. 10 and 11 N., Rs. 7 and 8 E., corner of; iron post__ _____ 990.474 

Tps. 10 and 11 N., Rs. 6 and 7 E., corner of; iron post________ 903.175 

Tps. 10 and 11 N., Rs. 5 and 6 E., corner of; iron post_________ 990.910 

Seminole-Oklahoma boundary, closing corner of Tps. 10 and 31 N.,

R. 5 E.; iron post_______________________________ 947.422 

Seminole-Oklahoma boundary, closing corner of Tps. 9 and 10 N.,

R. 5 E.; iron post______________________________ 995.171 

Tps. 9 and 10 N., Rs. 5 and 6 E., corner of; iron post__________ 1,019. 257 

Tps. 9 and 10 N., Rs. 6 and 7 E., corner of; iron post_________^_ 997. 229 

Tps. 9 and 10 N., Rs. 7 and 8 E., corner of; iron post__________ 991. 938 

T. 9 N., Rs. 7 and 8 E., standard corner of; iron post_________ 819. 467 

T. 9 N., Rs. 6 and 7 E., standard corner of; iron post______ ___ 854. 518 

T. 8 N., Rs. 6 and 7 E., closing corner of; iron post__________ 865.218 

T. 9 N., Rs 5 and 6 E, standard corner of; iron post- ____ 845.441 

T. 8 N., Rs. 5 and 6 E., closing corner of; iron post___________ 916. 992 

Seminole-Oklahoma 0 boundary, closing corner of Tps. 8 and 9 N., R.

5 E.; iron post_______ __-____ ___ ____ 931.54 

Seminole-Oklahoma boundary, closing corner of Tps. 7 and 8 N., R.

5 E.; iron post________________ _____ ____ 892.088 

Tps. 7 and 8 N., Rs. 5 and 6 E., corner of; iron post__________ 903.309 

Tps. 7 and 8 N., Rs. 6 and 7 E., corner of; iron post__________ 834.061 

Tps. 7 and 8 N., Rs. 7 and 8 E., corner of; iron post__________ 958. 085
PRIMARY LEVELING. 41

Feet.

Tps. 6 and 7 N., Rs. 7 and 8 E., corner of; iron post__________ 885. 93 

Tps. 6 and 7 N., Rs. 6 and 7 E., corner of; iron post__________ 850. 219 

Tps. 6 and 7 N., Rs. 5 and 6 E., corner .of; iron post__________ 951.052 

Seminole-Oklahonia boundary, closing corner of Tps. 5 and 6 N., R.

5 E.; iron post ____________________'.__________ 1,056.695

Sac and Fox 30' Quadrangle (comprising Agra, Chandler, Mallon, and Sac and

Fox 15'.quadrangles).

[Latitude 35° 30'-36° ; longitude 96° 30'-97°.] 

LINCOLN COUNTY.

The level work in this quadrangle was done by W. R. Manning and 

E. L. Faison.

Along township lines.

Feet. 

Creek-Oklahoma boundary, closing corner of Tps. 17 and 18 N., R.

6 E.; iron post___________________________ 830.313 

Tps. 17 and 18 N., Rs. 6 and 7 E., corner of; in sandstone post, 48 by

8 by 6 inches, 45 inches in the ground; bronze tablet___ ____ 840.155 

Tps. 17 and 18 N., Rs. 7 and 8 E., corner of; iron post________ 921. 435 

T. 17 N., Rs. 7 and 8 E., standard corner of; iron post________ 949.307 

T. 16 N., Rs. 7 and 8 E., closing corner of; iron post__________ 956. 793 

T. 16 N., Rs. 6 and 7 E., closing corner of; iron post__________ 962. 832 

Creek-Oklahoma boundary, standard corner of T. 17 N., Rs. 6 and 7

E. (which is also closing corner of Tps. 16 and 17 N., R. 6) ; iron

post ____ ____________ _ _____ _____ 977. 295

Creek-Oklahoma boundary, closing corner of Tps. 15 and 16 N., R. 6

E; iron post_ _ __ __ _ _____ _ 835.402 

.Tps. 15 and 16 N., Rs. 6 and 7 E., corner of; iron post___.._____ 844.658 

Tps. 15 and 16 N., Rs. 7 and 8 E., corner of; iron post________ 815.15 

Tps. 14 and 15 N., Rs. 7 and 8 E., corner of; iron post_________ 765. 915 

Tps. 14 and 15 N., Rs. 6 and 7 E., corner of; iron post________ 1 878. 491 

Creek-Oklahoma boundary, closing corner of Tps. 14 and 15 N., R. 6

E.; iron post _____ _ __ ______________ 861.016 

Creek-Oklahoma boundary, closing corner of Tps. 13 and 14 N., R. 6. .

E.; iron post__ _ .. ___ ____ 788.57 

Tps. 13 and 14 N., Rs. 6 and 7 E., corner of; iron post________ 784.411 

Tps. 13 and 14 N., Rs. 7 and 8 E., corner of; iron post_______ 774.044 

T. 13 N., Rs. 7 and 8 E., standard corner of; iron post________ 862. 455 

T. 13 N., Rs. 6 and 7 E., standard corner of; iron post_________ 868. 482 

Creek-Oklahoma boundary, closing corner of Tps. 12 and 13 N., R.

6 E____ _ 867.11

Pawnee Quadrangle.

[Latitude 36°-36° 30'; longitude 96° 30'-97°.] 

PAWNEE AND PAYNE COUNTIES.

This bench mark was established by W. E. Manning on a doublerodded line.

Feet. 

T. 18 N., R. 6 E:, corner of sees. 13 and 24, and T. 18 N., R. 7 E.,

corner of sees. 18 and 19, sandstone post, 35 by 6 by 6 inches;

bronze tablet ____ _ 780. 287

1 Redetennined by E. T. King in 1905.
42 SPIRIT LEVELING IN OKLAHOMA, 1895-1912.

Hominy Quadrangle.

[Latitude 36°-36° 30'; longitude 96-96° 30'.] 

CHEEK, OSAGE, AND TULSA COUNTIES.

C. B. Odell ran the levels along the railroad, and he also had 

charge of an independent level party on township lines.

Along St. Louis & San Francisco R. R. from Red Fork to Sapulpa.

Feet. 

Red Fork, 3 miles south of, cut in capstone of south pier of bridge

over Nickle Creek; square hole____________________ 731.101 

Sapulpa, into wall of Gladstone Hotel, 14 feet from east end and

3.5 feet above porch; bronze tablet___________________ 725. 749 

Sapulpa, in sandstone post, 9 by 9 by 20 inches, buried flush with surface of ground, 11.5 feet from northwest corner of station; copper 

bolt______________________________________ 721.391

Along township lines.

Creek-Oklahoma boundary, closing corner of T. 19 N., Rs. 11 and

12 E.; iron post_____ _______________________ 739.981 

Tps. 18 and 19 N., Rs. 11 and 12 E., corner of; iron post_______ 749. 431

Addington Quadrangle.

[Latitude 34°-34° 30'; longitude 97° 30'-98°.] 

JEFFERSON AND STEPHENS COUNTIES.

The railroad levels were run by Robert Coe, who also had an independent party, to run levels on the first standard parallel south. J. P. 

Walker, H. L. B'aker, R. T. Carnall, R. Coe, and E. M. Fry did the 

leveling along township lines.

From Comanche south along Chicago, Rock Island & Pacific Ry. to Ryan.

Feet. 

Comanche, south of station building, between the platform and a

telegraph pole; iron post______________________ . 980.023 

Addington, in the northwest corner of top stone of north foundation

and in second tier from front of water tank; square hole_____ 917.955 

Addington, 4.5 miles south of, in coping stone on west end of south

pier of bridge 3202 over Cow Creek, about 1,100 feet north of mile 

' pole 499; square hole _________________ .____ '883.614

Sugden, 0.5 mile south of standard corner of T. 5 S., Rs. 7 and 8 W.,

about 1,600 feet west of intersection of railroad with first standard

parallel south; iron post __________ * 844. 352 

Ryan, 1 mile north of, on outside anchor bolt on west side of south

pier of bridge 3212 over Beaver Creek ______ a 827. 525

Along township lines1.

Chickasaw Nation, west boundary of, closing corner of fractional

Tps. 1 and 2 S., R. 8 W.; iron post___________________ 1,096. 255 

Tps. 1 and 2 S., Rs. 7 and 8 W., corner of; iron post___________ 1,123. 575

Tps. 1 and 2 S., Rs. 6 and 7 W., corner of; iron post____ ___ 1,127. 800

Tps. 1 and 2 S., Rs. 5 and 6 W., corner of; iron post__________ 1,082.180

1 Redetermined by Coast and Geodetic Survey.
PRIMARY LEVELING. 43

Feet.

Tps. 1 and 2 S., Rs. 4 and 5 W., corner of; iron post __________ 1, 218. 530 

Tps. 1 and 2 S., Rs. 3 and 4 W., corner of; iron post _________ 1, 084. 979 

Tps. 2 and 3 S., Rs. 3 and 4 W., corner of; iron post __________ 1, 056. 532 

Tps. 2 and 3 S., Rs. 4 and 5 W., corner of; iron post __________ 967. 309 

Tps. 2 and 3 S., Rs. 5 and 6 W., corner of; iron post __________ 931. 839 

Tps. 2 and 3 S., Rs. 6 and 7 W., corner of; iron post _________ 988. 069 

Tps. 2 and 3 S., Rs. 7 and 8 W., corner of; iron post __________ 1, 062. 569 

\ Chickasaw Nation, west boundary of, closing corner of fractional

Tps. 2 and 3 S., R. 8 W. ; iron post ___________________ 1,005.699 

Chickasaw Nation, west boundary of, closing corner of fractional

Tps. 3 and 4 S., R. 8 W. ; iron post ___________________ 970. 45 

Tps. 3 and 4 S., Rs. 7 and 8 W., corner of; iron post _________ . 908. 59 

Tps. 3 and 4 S., Rs. 6 and 7 W., corner of; iron post __________ 969. 52 

Tps. 3 and 4 S., Rs. 5 and 6.W., corner of; iron post- _ _ ____ 857. 17 

Tps. 3 and 4 S., Rs. 4 and 5 W., corner of; iron post __________ 975. 27 

Tps. 3 and 4 S., Rs. 3 and 4 W., corner of; iron post __ _ _____ 1, 038. 589 

Tps. 4 and 5 S., Rs. 3 and 4 W., corner of; iron post _________ 848. 547 

Tps. 4 and 5 S., Rs. 4 and 5 W., corner of; iron post ________ . _ 820. 407 

Tps. 4 and 5 S., Rs. 5 and 6 W., corner of; iron post ________ 900. 277 

Tps. 4 and 5 S., Rs. 6 and 7 W., corner of ; iron post ________ 894. 499 

Tps. 4 and 5 S., Rs. 7 and 8 W., corner of; iron post- _________ 945. 746 

' T. 5 S., Rs. 6 and 7 W., standard corner of; iron post _______ 913. 525 

T. 5 S., Rs. 5 and 6 W., standard corner of; iron post _________ 846. 510 

T. 5 S., Rs. 4 and 5 W., standard corner of; iron post _________ 797. 690 

T. 6 S., Rs. 4 and 5 W., closing corner of; iron post _____ 785. 540 

T. 5 S., Rs. 3 and 4 W., standard corner of; iron post ___ _ 847. 920 

T. 6 S., Rs. 3 and 4 W., closing corner of; iron post __ _ _ 809. 775 

Chickasaw Nation, west boundary of, closing corner of fractional

Tps. 4 and 5 S., R. 8 W. ; iron post ____ _ ______________ 871. 986 

Chickasaw Nation,, west boundary of, closing corner of First Standard Parallel South, in R. 8 W. of the Chickasaw Survey ; iron post- 904. 740

Ardmore Quadrangle.

[Latitude Sf-W 30'; longitude 97°-97° 30'.] 

CABTEB, LOVE, AND MURRAY COUNTIES.

The railroad levels were run by A. F. Hassan and Kobert Coe. 

J. H. Carlock, H. L. Baker, E. M. Fry, R. T. Carnall, and Robert 

Coe did the leveling along townehip lines.

From Overbrook north along Gulf, Colorado & Santa Fa Ry. to Dougherty.

Overbrook, 4.5 miles south of, 8 inches from west edge of west 

coping of north pier of bridge 338, over Little Hickory Creek; 

cross mark _____ ____ _____ _ _ ________ 669. 778

Overbrook, 0.2 mile northwest of, standard corner of T. 5 S., Rs. 1 

and 2 E., 1,300 feet west of railroad; iron post _ __ _____ _ 767.855

Ardmore, 1 mile south of, intersection of railroad with township 

line, between Tps. 4 and 5 S., R. 2 E., near mile pole 449, 30 feet 

west of center of track; iron post __________ .. ________ 863.595

Ardmore, in sandstone foundation of Noble Bros.' hardware store, 

at southeast angle of railroad crossing on Main Street; bronze 

tablet ____________________________________ 874. 243
44 SPIRIT LEVELING IN OKLAHOMA, 1895-1912.

Feet. 

Ardmore, 6 miles north of, -intersection of railroad with township

line, between Tps, 3 and 4 S., R. 2 E., in line with telegraph poles,

50 feet "south of second pole west of track; iron post________ 710. 629

Berwyn, 3 miles north of, in east side of coping stone of north pier 

of bridge 402, over Cool Creek, near mile pole 464; copper bolt__ 754.135

Dougherty, 2 miles north of, intersection of railway with township 

line, between Tps. 1 and 2 S., R. 2 E., 30 feet of track, 6 feet 

south of telegraph pole, 300 feet south of bridge 417, which is 

3,000 feet south of mile pole 4.72; iron post______________ 763. 309

Along township lines?

Tps. 1 and 2 S., Rs. 2 and 3 W., corner of; iron post__________ 1,049.499 

Tps. 1 and,2 S., Rs. 1 and 2 W., corner of; iron post__________ 1,173. 409 

Tps. 1 and 2 S., Rs. 1 E. and 1 W., corner of; iron post-.._______ 1, 306.019 

Tps. 1 and 2 S., Rs. 1 and 2 E., corner of; iron post__________ 1, 092.449 

Tps. 1 and 2 S., Rs. 2 and 3 E., corner of; iron post__________ 7S8.419 

Tps. 2 and 3 £., Rs. 2 and 3 E., corner of; iron post__________. 810. 712 

Tps. 2 and 3 S., Rs. 1 and 2 E., corner of; iron post._________ 911. 352 

Tps. 2 and 3 S., Rs. 1 E. and 1 W., corner of; iron post________^ 914. 662 

Tps. 2 and 3 S., Rs. 1 and 2 W., corner of; iron post__________ 885. 942 

Tps. 2 and 3 S., Rs. 2 and 3 W., corner of; iron post__________ 1,035.887- 

Tps. 3 and 4 S., Rs. 2 and 3 W., corner of; iron post__________ 879. 959 

Tps. 3 and 4 S., Rs. 1 and 2 W., corner of; iron post__________ 929. 269 

Tps. 3 and 4 S., Rs. 1 E. and 1 W., corner of; iron post________ 870. 609 

Tps. 3 and 4 S., Rs. 1 and-2 E., corner of; iron post__________ 750.469 

Tps. 3 and 4 S., Rs. 2 and 3 E., witness corner of; iron post_____ 719.959 

Tps. 4 and 5 S., Rs. 2 and 3 E., corner of; iron post_____ _ 892. 545 

Tps. 4 and 5 S., Rs. 1 and 2 E., corner of; iron post__________ 860.495 

Tps. 4 and 5 S., Rs. 1 E. and 1 W., corner of; iron post________ 952.405 

Tps. 4 and 5 S., Rs. 1 and 2 W., corner of; iron post__________ 858. 992 

Tps. 4 and 5 S., Rs. 2 and 3 W., corner of; iron post________' 992.832 

T. 5 S., Rs. 2 and 3 W., standard corner of; iron post__________ 929. 665 

T. 6 S., Rs. 2 and 3 W., closing corner of; iron post_________ 932. 53 

T. 5 S., Rs. 1 and 2 W., standard corner of; iron post_____ ___ 891. 375 

T. 6 S., Rs. 1 and 2 W., closing corner of; iron post__________ 904. 07 

Indian meridian, intersection of first standard parallel south with,

Tps. 5 and 6 S., Rs. 1 E. and 1 W.; iron post__________ ___ 820.169 

T. 5 S., Rs. 2 and 3 E., standard corner of; iron post _ 819.711

Tishomingo Quadrangle.

[Latitude 34°-34° 30'; longitude 96° 30'-97°.J

JOHNSTON AND MARSHALL COUNTIES.

The leveling was done by "W. E. Manning, H. L. Muldrow, jr., and 

J. H. Oarlock.

Along: township lines.

Feet 

Tps. 1 and 2 S., Rs. 3 and 4 E., corner of; iron post___________ 1,054. 089

Tps. 1 and 2 S., Rs. 4 and 5 E., corner of; iron post__ _ 1,037.559 

Tps. 1 and 2 S., Rs. 5 and 6 E., corner of; iron post____________ 1,037. 839

Tps. 1 and 2 S., Rs. 6 and 7 E., corner of; iron post__________ 968. 879 

Tps. 1 and 2 S., Rs. 7 and 8 E., corner of; iron post 740. 64H
PEIMAKY LEVELING. 45

	Feet.

Tps. 2 and 3 S:, Rs. 7 and 8 E., corner of; iron post__________ 784. 372

Tps. 2 and 3 S., Rs. 6 and 7 E., corner of; iron post__________ 846. 812

Tps. 2 and 3 S., Rs. 5 and 6 E., corner of; iron post__________ 893.122 

Tps. 2 and 3 S., Rs. 4 and 5 E., in township corner stone, which is a

stone in place; bronze tablet_____________________ 905.012

Tps. 2 and 3 S., Rs. 3 and 4 E., corner of; iron post__________ 860.182

Tps. 3 and 4 S., Rs. 3 and 4 E., corner of; iron post___________ 780. 849

Tps. 3 and 4 S., Rs. 4 and 5 E., corner of; iron post__________ 811.349

Tps. 3 and 4 S., Rs. 5 and 6 E., corner of; iron post__________ 696.399

Tps. 3 and 4 S., Rs. 6 and 7 E., corner of; iron post__..______ 719.939

Tps. 3 and 4 S., Rs. 7 and 8 E., corner of; iron post__________ 728.119

Tps. 4 and 5 S., Rs. 7 and 8 E., corner of; iron post__________ 738. 245

Tps. 4 and 5 S., Rs. 6 and 7 E., corner of; iron post__________ 600.555

Tps. 4 and 5 S., Rs. 5 and 6.E., corner of; iron post__________ 787.325

Tps. 4 and 5 S., Rs. 4 and 5 E., corner of; iron post __ 794. 875

Tps. 4 and 5 S., Rs. 3 and 4 E., corner of; iron post 859. 875

T. 5 S., Rs. 3 and 4 E., standard corner of; iron post . - ________ 731.830

T. 6 S., Rs. 4 and 5 E., closing corner of; iron post__________ 873.666

T. 5 S., Rs. 4 and 5 E., standard corner of; iron post________ 861. 90G

T. 5 S., Rs. 5 and 6 E., standard corner of; iron post__________ 689. 271

T. 5 S., Rs. 6 and 7 E., standard corner of; iron post_________ 756.615

T. 5 S., Rs. 7 and 8 E., standard corner of; iron post_________ 659 241

Atoka Quadrangle.

[Latitude 34°-34° 30'; longitude 96°-9G° 30'.] 

ATOKA. AND BBYA1S COUNTIES.

The railroad levels were run by G. A. Purington and W. R. Manning. Robert Coe, W. R. Manning, and H. L. Muldrow, jr., did the 

leveling along township lines.

from Stringtown southwest along Missouri, Kansas & Texas Ry. to Armstrong.

Feet. 

Stringtown, 0.5 mile south of, 100 feet east of track and 1,000 feet

south of mile pole 603, in 10-inch elm tree; nail _________ 596.404

Atoka, 0.25 mile north of, in second coping stone from east side of 

north pier .of bridge 367, over Muddy Boggy Creek; copper bolt__ 542.175

Peck, 40 feet east of track, 350 feet south of mile pole 615, in 14- 

inch black-jack oak tree; nail-_____ _ _ ___ 617.896

Caney, 0.5 mile north of, in first step of west side of south abutment 

of bridge 388, 500 feet south of mile pole 621; copper bolt___ 519.017

Caddo, 2 miles north of, in second coping stone from east side of 

south abutment of bridge 403, 1,800 feet north of mile pole 627; 

copper bolt___ _____ _________ _______ 593.361

Arnlstrong, in first coping stone from north edge of north abutment 

of bridge 421, over Blue River, 600 feet north of the Armstrong 

switch; copper bolt _____ _________ _ 569.291

On Coalgate branch of Missouri, Kansas & Texas Ry.

Lehigh, southwest corner of Main Street and " Wild Cat Row," in 

stone of first layer of foundation near northeast corner of building 

owned by Joe Grillery; bronze tablet_________________ 595.119
46 SPIRIT LEVELING IN OKLAHOMA, 1895-1912.

Along township lines.

Feet. 

Chickasaw-Choctaw boundary line, closing corner of Tps. 1 and 2 S.,

R. 8 E., of the Chickasaw survey; iron post_____________ 668.793 

Chickasaw-Choctaw boundary line, closing corner of Tps. 1 and 2 S.,

R. 8 E., of the Choctaw survey; iron post_______________ 668.383 

Tps. 1 and 2 S., Rs. 8 and 9 E., corner of; iron post__________- 621.530 

Tps. 1 and 2 S., Rs. 9 and 10 E., corner of; iron post_________ 597.371 

Tps. 1 and 2 S., Rs. 10 and 11 E., corner of; iron post________ 593.414 

Tps. 1 and 2 S., Rs. 11 and 12 E., corner of; iron post________ 599. 56 

Tps. 2 and 3 S., Rs. 11 and 12 E., corner of; iron post________ 600. 036 

Tps. 2 and 3 S., Rs. 10 and 11 E., corner of; iron post________ 634. 862 

Tps. 2 and 3 S., Rs. 9 and 10 E., corner of; iron post________ 535.452 

Tps. 2 and 3 S., Rs. 8 and 9 E., corner of; iron post________ 637.182 

Chickasaw-Choctaw boundary line, closing corner of Tps. 2 and 3 S.,

R. 8 E., of the Choctaw survey; iron post______________ 708. 002 

Chickasaw-Choctaw boundary line, closing corner of Tps. 2 and 3 S.,

R. 8 E., of the Chickasaw survey; iron post______________ 765.902 

Chickasaw-Choctaw boundary line, closing corner of Tps. 3 and 4 S.,

R. 8 E., of the Chickasaw survey; iron post_____________ 655.299 

Chickasaw-Choctaw boundary line, closing corner of Tps. 3 and 4 S.,

R. 8 E., of the Choctaw survey; iron post______________ 653.459 

Tps. 3 and 4 S., Rs. 8 and 9 E., corner of; iron post________ 720.342 

Tps. 3 and 4 S., Rs. 9 and 10 E., corner of; iron post_________ 690.787 

Tps. 3 and 4 S., Rs. 10 and 11 E., corner of; iron post_ ______ 504.794

Tps. 3 and 4 S., Rs. 11 and 12 E., corner of; iron post________ 559. 429 

T. 4 S., Rs. 11 and 12 E., standard corner of; iron post ______ 524.342 

T. 5 S., Rs. 11 and 12 E., closing corner of; iron post________ 504.702 

T. 4 S., Rs. 10 and 11 E., standard corner of; iron post- _ 644.052 

T. 5 S., Rs. 10 and 11 E., closing corner of; iron post-________ 649.857 

T. 4 S., Rs. 9 and 10 E., standard corner of; iron post ____ 634.057 

T. 5 S., Rs. 9 and 10 E., closing corner of; iron post_________ 632.017 

Tps. 4 ,and 5 S., Rs. 8 and 9 E., standard corner of; intersection of

1st standard parallel south with the 2d guide meridian east; iron

post ___ _____________________________ 602.087 

Chickasaw-Choctaw boundary line, closing corner of Tps. 4 and 5 S.,

R. 8 E., of the Choctaw survey; iron post______________ 670.087 

Chickasaw-Choctaw boundary line, closing corner of Tps. 4 and 5 S.,

R. 8 E., of the Chickasaw survey; iron post______________ 670.907

Chickasaw-Choctaw boundary line, closing corner of Tps. 5 and 6 S.,

R. 8 E., of the Chickasaw and Choctaw surveys; iron post____ 710.747 

Tps. 5 and 6 S., Rs. 8 and 9 E., corner of; iron post_________ 633.960 

Tps. 5 and 6 S., Rs. 9 and 10'E., corner of; iron post__ __ 636. 050 

Tps. 5 and 6 S., Rs. 10 and 11 E., corner of; iron post_________ 605. 815 

Tps. 5 and 6 S., Rs. 11 and 12 E., corner of; iron post__________ 716.155

Antlers Quadrangle.

[Latitude 34°-34° 30'; longitude 95° 30'-96'.] 

ATOKA, CHOCTAW, AND PUSHMATAHA COUNTIES.

H. C. McCluer ran the railroad levels. Robert Coe, R. T. Cam all, 

F. E. Fellows, and W. P. Halliday did the leveling along township 

lines.
PEIMARY LEVELING. - 47

From Butler south along St. Louis ft San Francisco E. H. to Goodland.

Feet. 

Butler, 140 feet east of track, 400 feet south of mile pole 522, in

14-inch elrn tree; nail__________________________ 530.266 

Wadena, 0.3 mile north of, in west end of south abutment of bridge;

square hole_________________________________ 493.085 

Wadena, 90 feet east of track, 200 feet south of milepost 527; 10- 

inch elm tree_______:________________________ 487. 525 

Kosoina, 0.3 mile south of, 60 feet west of track, 1,700 feet south of

mile pole 531; 12-inch post oak tree__________________ 484.906 

Rodney, 90 feet east and 600 feet south of mile pole 537, in 10-inch

post oak tree; nail____________________________ 470.236 

Davenport, 0.3 mile south of, 100 feet east of track, opposite mile pole

539, 15-inch red oak tree; nail_____________________ 476.086 

Antlers, in section corner stone, common to sees. 3,4,9, and 10, T. 4 S.,

R. 16 E., 28 feet north of northwest corner of Antlers court house;

square hole _ __________________ ___ __ 510. 656

Antlers, 4 miles south of, 100 feet west of track, 175 feet south of

mile pole 546, in 8-inch black-jack tree; nail._____________ 560.553 

Hamden, 60 feet west of track, 50 feet east of mile pole 549, in 24- 

inch red oak tree; nail_________________________ 466.361 

Goodland, 2 miles north of, 60 feet west of track, 275 feet south of

mile pole 554; 20-inch red oak tree______ _ _______ 495.916 

Goodland, 1,000 feet north of station, 60 feet right of track. 120 feet 

north of mile pole 556; 6-inch elm tree_ _ __ 493. 769

* Along township lines.

Tps. 1 and 2 S., Rs. 12 and 13 E., corner of; iron post________ 726. 43

Tps. 1 and 2 S., Rs. 13 and 14 E., corner of; iron post________ 844.145

Tps. 1 and 2 S., Rs. 14 and 15 E., corner of; iron post_________ 945.5 

Tps. 1 and 2 S., Rs. 15 and 16 E., in township corner stone, which is

a "stone in place"; bronze tablet___________________ 699.305

Tps. 1 and 2 &'., Rs. 16 and 17 E., corner of; iron post________ 667. 305

Tps. 2 and 3 S., Rs. 16 and 17 E., corner of; iron post_________ 619. 838

Tps. 2 and 3 S., Rs. 15 and 16 E., corner of; iron post____'____ 814.300

Tps. 2 and 3 S., Rs. 14 and 15 E., corner of; iron post________ 664.911

Tps. 2 and 3 S., Rs. 13 and 14 E., corner of; iron post_________ 582. 696

Tps. 2 and 3 &., Rs. 12 and 13 E., corner of; iron post_________ 607. 021

Tps. 3 andf 4 S., Rs. 12 and 13 E., corner of; iron post________ 570. 309

Tps. 3 and 4 S., Rs. 13 and 14 E., corner of; iron post_________ 498.984

Tps. 3 and.4 S., Rs. 14 and 15 E.; corner of; iron post ______ 624.034

Tps.-3 and 4 S., Rs. 15 and 16 E., corner of; iron post ___ 567. 304

Tps. 3 and 4 S., Rs. 16 and 17 E., corner of; iron post ______ 455.314

T. 4 S., Rs. 16 and 17 E., standard corner; iron post________1__ 470. 74

T. 5 S., Rs. 16 and 17 E., closing corner of; iron post __ 505. 57

T. 4 S., Rs. 15 and 16 E., standard corner of; iron post ___ 631. 700

T. 5 S., Rs. 15 and 16 E., closing corner of; iron post __ 622. 555

T. 4 S., Rs. 14 and 15 E., standard corner of; iron post ___ 576. 365

T. 5 S., Rs. 14 and 15 E., closing corner of; iron post ___ 533. 220

T. 4 S., Rs. 13 and 14 E., standard corner of; iron post ______ 546. 070

T. 5 S., Rs. 13 and 14 E., closing corner of; iron post ___ 533'.610

T. 4 S., Rs. 12 and 13 E., standard corner of; iron post _______ 467. 290

T. 5 S., Rs. 12 and 13 E., closing corner of; iron post ________ 467. 555

 Tps. 5 and 6 S., Rs. 12 and 13 E., corner of; iron post _ ____ 731.390

Tps. 5 and 6 S., Rs. 13 and 14 E., corner of; iron post _____ 525. 790
48 SPIRIT LEVELING IN OKLAHOMA, 1895-1912.

Feet.

Tps. 5 and 6 S., Rs. 14 and 15 E., corner of; iron post_ *. 483. 550 

Tps. 5 and 6 S., Rs. 15 and 16 E., corner of; iron post- 518.050 

Tps. 5 and 6 S., Rs. 16 and 17 E., corner of; iron post 534.070

Alikchi Quadrangle.

[Latitude 34°-34° 30'; longitude 958-95° 30'.] * 

CHOCTAW AND PUSHMATAHA COUNTIES.

The leveling was done by F. E. Fellows, V. T. Ehyne, W. P. Halliday, Oscar Jones, and G. H. Bartlett.

Along township lines.

Feet.

Tps. 1 and 2 S., Rs. 17 and 18 E., corner of; iron post 569. 805 

Tps. 1 and 2 S., Rs. 18 and 19 E., corner of; iron post_ _ 1,041. 572 

Tps. 1 and 2 S., Rs. 19 and 20 E., corner of; iron post________ 815. 782 

Tps. 1 and 2 S., Rs. 20 and 21 E., corner of; iron post _______ 748. 835 

Tps. 1 and 2 S,, Rs. 21 and 22 E., corner of; iron post. __1 949. 200 

Tps. 2 and 3 S., Rs. 21 and 22 E., corner of; iron post_________ 1, 255.669 

Tps. 2 and 3 S., Rs. 20 and 21 E., corner of; iron post_________ 594. 711 

Tps. 2 and 3 S., Rs. 19 and 20 E., corner of; iron post- _ 703. 490 

Tps. 2 and 3 S., Rs. 18 and 19 E., corner of; iron post__________ 975. 402 

Tps. 2 and 3 S., Rs. 17 and 18 E., corner of; iron post__________ 506. 459 

Tps. 3 and 4 S., Rs. 17 and 18 E., corner of; iron post________ 694. 886 

Tps. 3 and 4 S., Rs. 18 and 19 E., corner of; iron post________ 611.142

Tps. 3 and 4 S., Rs. 19 and 20 E., corner of; iron post____°____ 847. 537 

Tps. 3 and 4 S., Rs. 20 and 21 E., corner of; iron post _________ 531.073

Tps. 3 and 4 S., Rs. 21 and 22 E., corner of; iron post__________ 702. 352 

T. 4 S., Rs. 21 and 22 E:, standard corner of; iron post______ __ 561. 901 

T. 5 S., Rs. 21 and 22 E., closing corner of; iron post__________ 528. 905 

T. 4 S., Rs. 20 and 21 E., standard corner of; iron post________ 535. 619 

T. 5 S., Rs. 20 and 21 E., closing corner of; iron post______-______ 548. 238

T. 4 S., Rs. 39 and 20 E., standard corner of; iron post________ 695. 713 

T. 5 S.,"Rs. 19 and 20 E., closing corner of; iron post 683. 573 

T. 4 S., Rs. IS and 19 E., standard corner of; iron post________ 461.334 

T. 5 S., Rs. 18 and 19 E., closing corner of; iron post ____ ' 468.157

T. 4 S., Rs. 17 and 18 E., standard corner of; iron post________ 414. 246 

T. 5 S., Rs. 17 and 18 E., closing corner of; iron post__ ______ 416.185 

Tps. 5 and 6 S., Rs. 17 and 38 E., corner of; iron post__________ 413. 873

Tps. 5 and 6 S., Rs. 18 and 19 E., corner of; iron post________^ 436. 519 

Tps. 5 and 6 S., Rs. 19 and 20 E., corner of; iron post________ 435. 284 

Tps. 5 and 6 S., Rs. 20 and 21 E., corner of; iron post__________ ^608. 413 

Tps. 5 and 6 S., Rs. 21 and 22 E., corner of; iron post- :_____ 392. 405

Lukfata Quadrangle.

[Latitude 34°-34° 30'; longitude 94" 30'-95°.] 

McCTRTAIN COUNTY.

The leveling was done by F. E. Fellows, W.-P. Halliday, Oscar 

Jones, and G. H. Bartlett.

Along township lines.

Feet.

Tps. 1 and 2 S., Rs. 22 and 23 E., corner of; iron post__________ 780. 96 

Tps. 1 and 2 S., Rs. 23 and 24 E., corner of; iron post_________ 1,091.900
PRIMARY LEVELING. 49

Feet.

Tps. 1 and 2 S., Rs. 24 and 25 E., corner of; iron post ^______ 962. 320 

Tps. 1 and 2 S., Rs. 25 and 26 E., corner of; iron post______ _ 759. 920 

Tps. 1 and 2 S., Rs. 26 and 27 E., corner of; iron post_________ 1,022.109 

Tps. 2 and 3 S., Rs. 26 and 27 E., corner of; iron post_________ 1,173. 596 

Tps. 2 and 3 S., Rs. 25 and 26 E., corner of; iron post__________ 1, 047. 413 

Tps. 2 and 3 S., Rs. 24 and 25 E., corner of; iron post _ __ 891.402 

Tps. 2 and 3 S., Rs. 23 and 24 E., corner of; iron post__________ 946. 702 

Tps. 2 and 3 S., Rs. 22 and 23 E., corner of; iron post _____ 741, 549 

Tps. 3 and 4 S., Rs. 22 and 23 E., corner of; iron post__________ 744. 973 

Tps. 3 and 4 S., Rs. 23 and 24 E., corner of; iron post__________ 820. 362 

Tps. 3 and 4 S., Rs. 24 and 25 E., corner of; iron post__________ 687.497 

Tps. 3 and 4 S., Rs. 25 and 26 E., corner of; iron post._________ 631.196 

Tps. 3 and 4 S., Rs. 26 and 27 E., corner of; iron post______ __*1,086.419 

T. 4 S., Rs. 26 and 27 E., standard corner of; iron post _____ 808. 691- 

T. 5 S., Rs. 26 and 27 E., closing corner of; iron post - ______ 829.448 

T. 4 S., Rs. 25 and 26 E., standard corner of; iron post________ 646. 731 

T. 5 S., Rs. 25 and 26 E., closing corner of; iron post 592,008

T. 4 S., Rs. 24 and 25 E., standard corner of; iron post_________ 759. 221

T. 5 S., Rs. 24 and 25 E., closing corner of; iron post ___ 683. 751

T. 4 S., Rs. 23 and 24 E., standard corner of; iron post _____ 752. 946

T. 5 S., Rs. 23 and 24 E., closing corner of; iron post ___ 740.116

T. 4 S., Rs. 22 and 23 E., standard corner of; iron post- _ ___ 643.431

T. 5 S., Rs. 22 and 23 E., closing corner of; iron post ___ 751.146

Tps. 5 and 6 S., Rs. 22 and 23 E.. corner of; iron post _ 461.475

Tps. 5 and 6 S., Rs. 23 and 24 E., corner of; iron post _____ 494.122

Tps. 5 and 6 S., Rs. 24 and 25 E., corner of; iron post ___ 471. 085

Tps. 5 and 6 S., Rs. 25 and 26 E., corner of; iron post _ 451. 733

Tps. 5 and 6 S., Rs. 26 and 27 E., corner of; iron post ___ 1 487. 457

Dequeen Quadrangle.

[Latitude 34° 30'; longitude 94°-94° 30'.]

McCUBTAIN COUNTY.

Feet. 

Arkansas-Choctaw boundary line closing corner, first standard parallel

south, between Tps. 4 and 5 S., R. 27 E., cross on stone corner___ 735. 421

Shawneetown Quadrangle.

[Latitude 33° 30'-34 8 ; longitude 94° 30'-95°.]

McCUBTAIN COUNTY.

The leveling was done by G. H. Bartlett, W. P. Halliday, F. E. 

Fellows, and O. Jones.

Along township and section lines.

Feet.

Tps. 6 and 7 S., Rs. 22 and 23 E., corner of; iron post_ ______ 403. 219 

Tps. 6 and 7 S., Rs. 23 and 24 E., corner of; iron post ___ 398. 309 

Tps. 6 and 7 S.,'Rs. 24 and 25 E., corner of; iron post- ______ 360. 814 

Tps. 6 and 7 S., Rs. 25 and 26 E., corner of; iron post_______'._ "390. 282 

Tps.. 6 and 7 S., Rs. 26 and 27 E., corner of; iron post________ 329. 908

i Bulletin 458, pp. 24-25. 

13599° Bull. 564 14 4
50 SPIRIT LEVELING IN OKLAHOMA, 1895-1912.

Feet.

Tps. 7 and 8 S., Rs. 26 and 27 E., corner of; iron post________ 398.212 

Tps. 7 and 8 S., Rs. 25 and 26 E., corner of; iron post________ 344.116 

Tps. 7 and 8 S., Rs. 24 and 25 E., corner of; iron post________ 447. 219 

Tps. 7 and 8 S., Rs. 23 and 24 E., corner of; iron post________ 505. 622 

Tps. 7 and 8 S., Rs. 22 and 23 E., corner of; iron post________ 419. 255 

Red River, left bank of; meander corner of T. 8 S., Rs. 22 and 23 E., 

sees. 19 and 24, 12-inch mulberry trees,-which is northeast-ben ring 

tree to meander corner._________________________ 366.427

T. 9 S., Rs. 23 and 24 E., closing corner of; iron post_________ 358.174 

T. 8 S., Rs. 23 and 24 E., standard corner of; iron post _____ 353.124 

T. 9 S., Rs. 24 and 25 E., closing corner of; iron post__________ 411. 892

T. 8 S., Rs. 24 and 25 E., standard corner of; iron post________ 384. 307 

T. 9 S., Rs. 25 and 26 E., closing corner of; iron post._________ 413.175

T. 8 S., Rs. 25 and 26 E., standard corner of; iron post________ 422. 708 

T. 9 S., Rs, 26 and 27 E., closing corner of; iron post__________ 402. 327 

T. 8 S., Rs. 26 and 27 E., standard corner of; iron post________ 402.157 

Tps. 9 and 10 S., 26 and 27 E., corner of; iron post__________ 353..927 

Tps. 9 and 10 S., Rs. 25 and 26 E., corner of; iron post________ 335. 072 

Tps. 9 and 10 S., Rs. 24 and 25 E., witness corner of; iron post___ 338. 989 

Red River, left bank of, 850 feet south of Harris Ferry; witness corner to Tps. 9 and 10 S., Rs. 24 and 25 E., on' root of 16-inch bois 

d'arc tree; nail 343.833 

Red River, left bank of; meander corner of T. 9 S., Rs. 23 and 24 E., 

sees. 25 and 30; iron post - 352. 029

Horatio Quadrangle.

[Latitude 33° 45'-34 c 15'; longitude 94° 15'-94° 30'.] 

McCUBTAIN COUNTY.

Arkansas-Oklahoma boundary, closing corner, Tps. 7 and 8 S., R. 27

E.; iron post "- __ 402.38

Arkansas-Oklahoma boundary, closing corner, second standard parallel south, between Tps. S and 9 S., R. 27 E.; nail in root of bearing 

tree_________________ . _____ 395.555

Clarksville Quadrangle.

[Latitude 33° 30'-34"; longitude 95°-95 e 30'.]

CHOCTAW COUNTY.

H. C. McCluer ran the railroad levels. J. H. Carlock, W. P. Halliday, and Oscar Jones did the leveling along township and section 

lines.

On the St. Louis & San Francisco R. E.

Feet.

Arthur, Tex., 0.5 mile north of, in east coping stone of north abutment of bridge 440; copper bolt stamped 420__ _ _ 421. 793

Along township and section lines.

Tps. 6 and 7 S., Rs. 17 and 18 E., corner of; iron post., _ 515.662

Tps. 6 and 7 S., R% 18 and 19 E., corner of; iron post 391. 369

Tps. 6 and 7 S., Rs. 19 and 20 E., corner of; iron post 399.483
PBIMARY LEVELING. 5.1

Feet.

Tps. 6 and 7 S., Rs. 20 and 21 E., corner of; iron post_________ 453. 767 

Tps. 6 and 7 S., Rs.' 21 and 22 E., corner of; iron post_________ 472. 276 

Red River, on left bank of. meander, corner between sec. 13, T. 7 S.,

R. 20 E., and sec. 18, T. 7 S., R. 21 E.; iron post___________ 377. 754 

Red River, on left bank of, meander corner between sec. 35, T. 7 S.,

R. 19 E., and sec. 2, T. 8 S., R. 19 E.; iron post____________ 396. 641 

Tps. 7 and 8 S., Rs. 18 and 19 E., corner of; iron post__________ 485. 511 

Tps. 7 and 8 S., Rs. 17 and 18 E., corner of; iron post_________ 416. 361

Paris Quadrangle.

[Latitude 33° 30'-34°; longitude 95° 30'-968 .] 

CHOCTAW COUNTY.

The levels were run by H. C. McCluer and J. H. Carlock.

From Grant south along St. Louis & San Francisco R. R. to Lenoir.

Grant, 0.25 mile south of, 50 feet west of track, 35 feet south of mile Feet, 

pole 964; 8-inch red oak tree___________________________ 465.78

Lenoir, 40 feet east of track and 350 feet south of mile pole 573; 

8-inch post oak tree ___ _____ 528.119

Along township and section lines.

Tps. 6 and 7 S., Rs. 12 and 13 E., corner of; iron post________ 596. 712

Tps. 6 and 7 S., Rs. 13 and 14 E., corner of; iron post _ 604.572

Tps. 6 and 7 S., Rs. 14 and 15 E., corner of; iron post________ 536. 282

Tps. 6 and 7 S., Rs. 15 and 16 E., corner of; iron post________ 486.172

Tps. 6 and 7 S., Rs. 16 and 17 E., corner of; iron post________ 503. 002 

Red River, meander corner between sec. 32, T. 7 S., and sec. 5. T. 8 S.,

R. 17 E.; iron post______ -_ _ _ _______________ 414.091

Bonham Quadrangle.

[Latitude 33° 30'-34° ; longitude 96°-96° 30'.] 

BBYAN COUNTY.

W. E. Manning and H. C. McCluer ran the railroad levels. W. K. 

Manning, H. L. Baker, and J. H. Carlock did the leveling along 

township lines.

From Durant along Missouri, Kansas & Texas By. to Colbert.

Feet. 

Durant, 0.4 mile south of, in second coping stone from the west, 1.7

feet from the north edge and 3.3 feet from the west edge of first 

coping stone of the north abutment of bridge 430, over Mineral 

Bayou; copper bolt __ 621. 092

Along township lines.

Chickasaw-Choctaw boundary line, closing corner Tps. 6 and 7 S.,

R. 8 E., of the Choctaw survey; iron post _ _ 719. 556 

Tps. 6 and 7 S., Rs. 8 and 9 E., corner of; iron post___________ 670. 235

Tps. 6 and 7 S., Rs. 9 and 10 E., corner of; iron post __ 627.352 

Tps. 6 and 7"S., Rs. 10 and 11 E., corner of; iron post ___________ 567. 622

Tps. 6 and 7 S., Rs. 11 and 12 E., corner of; iron post _ ___ 585. 862 

Chickasaw-Choctaw boundary line, closing corner Tps. 7 and 8 S., 

R. 8 E., of Chickasaw survey; iron post 621.137
52 SPIRIT LEVELING IN OKLAHOMA, 1895-1912.

Feet.

Tps. 8 and 9 S., Rs. 8 and 9 E., corner of; iron post_______ 626.566 

Tps. 8 and 9 S., Rs. 9 and 10 E., corner of; iron post_________ 643.386 

Tps. 8 and 9 S., Rs. 10 and 11 E., corner of; iron post________ 495. 896

Denison Quadrangle.

[Latitude 33° 30'-34C ; longitude 96° 30'-97M 

MARSHALL COUNTY.

The railroad levels were run by W. R. Manning, H. C. McCluer, 

E. T. Carnall, and A. F. Hassan. J. H. Carlock did the leveling 

along township and section lines.

Along township and section lines,

Feet.

Tps. 6 and 7 S., Rs. 3 and 4 E., corner of; iron post__________ 663.968 

Tps. 6 and 7 S., Rs. 4 and 5 E., corner of; iron post ________ 762. 847 

Tps. 6 and 7 S., Rs. 5 and 6 E., corner of; iron post 751. 597 

Tps. 6 and 7 S., Rs. 6 and 7 E., corner of; iron post. _______ 585. 707 

Tps. 6 and 7 S., Rs. 7 and 8 E., corner of; iron post__________ 686.117 

Tps. 7 and 8 S., Rs. 7 and 8 E., corner of; iron post. _______ 670.317 

Red River, meander corner on, T. 7 S., R. 7 E., sec. 33, and T. 8 S.,

R. 7 E., sec. 4; on stone______ _ _ _ 543.917 

Red River, meander corner on, between T. 7 S., R. 6 E., sec. 33, and

T. 8 S., R. 6 E., sec. 4; on stone _ _ 551.431 

Tps. 7 and 8 S., Rs. 5 and 6 E., corner of; iron post _______ 727.421 

Tps. 7 and 8 S., Rs. 4 and 5 E., corner of; iron post___i______ 723.071 

Red River, meander corner on, between T. 7 S., R. 4 E., sec. 33, and

T. 8 S., R, 4 E., sec. 4; on stone_____________________ 570.661 

Red River, meander corner on, between T. 7 S., R. 4 E., sec. 7, and

T. 7 S., R. 3 E., sec. 12; iron post_____________________ 594. 758 

Red River, meander corner on. between T. 7 S., R. 3 E., sec. 34, and

T. 8 S., R. 3 E., sec. 3; on stone_____________________ 606. 526 

Red River, meander corner on, between T. 8 S., R. 4 E., sec. 12, and

T. 8 S., R. 4 E., sec. 7; iron post_____________________ 578.420 

Red River, meander corner on, between T. 8 S., R. 5 E., sec. 25, and

T. 8 S., R. 6 E., 8 sec. 30; iron post._________________ 562. 821 

Red River, meander corner on, between T. 8 S., R. 8 E.. sec. 31, and

T. 9 S., R. 8 E., sec. 6; iron post__ ___________ 531.116

Near Colbert.

Colbert, 2.8 miles south of; in first step of the north abutment of 

bridge 451, over Red River; copper bolt 1.3 feet from north edge, 

1 foot from south edge, and 0.9 foot from west edge________ 551. 879

Gainesville Quadrangle.

[Latitude 33° 30'-34°; longitude 97°-97° 30'.]

LOTE COUNTY.

The railroad levels were run by R. T. Carnall and Robert Coe. 

J. H. Carlock and R. T. Carnall did the leveling along township and 

section lines.
PRIMARY LEVELING. 53

At Marietta.

Feet. 

Marietta, near middle of east face of second stone above foundation

at northeast corner of two-story stone store, owned and occupied

by S. S. Evants; bronze tablet_______________________ 846.420

Along township and section lines.

Tps. 6 and 7 S., Us. 2 and 3 W., corner of; iron post________ 922.810 

Tps. 6 and 7 S., Us. 1 and-2 W., corner of; iron post________ 772.048 

Tps. 6 and 7 S., Rs. 1 W. -^d 1 E., corner of; iron post_______ 919.128 

Tps. 6 and 7 S., Rs. 1 and 2 E., corner of; iron post________ 798.118 

Tps. 6 and 7 S., Rs. 2 and 3 E., corner of; iron post__________ 664. 278 

Tps. 7 and 8 S., Rs. 2 and 3 E., corner of; iron post________ 739.136 

Tps. 7 and 8 S., Rs. 1 and 2 E., corner of; iron post________ 781.736 

Red River, meander corner on, between sec. 34, T. 7 S., R. 1 E., and

sec. 3, T. 8 S., R. 1 E.; on stone_____________________ 672. 496 

Red River, meander corner on, between sec. 31, T. 7 S., R. 1 E., and

sec. 36, T. 7 S., R. 1 W.; on stone_____________ 677.768

Red River, meander corner on, between sec. 36, T. 7 S., R. 1 "W., and

sec. 1, T. 8 S., R. 1 W.; iron post______-___________ 679.281 

Tps. 7 and 8 S., Rs. 1 and 2 W., corner of; iron post__________ 829.008 

Red River, meander corner on, between sec. 31, T. 7 S., R. 2 W., and

sec. 6, T. 8 S., R. 2 W.; iron post '____________________ 722. 500 

Red River, meander corner on, between sec. 31, T. 7 S., R. 2 W., and

sec. 36, T. 7 S., R. 3 W.; iron post___________________ 724. 300 

Red River, meander corner on, between sec. 13j T. 8 S., R. 2 W., and

sec. 18, T. 8 S., R. 1 W.; iron post.____________________ 698. 600

Red River, meander corner on, between sec. 34, T. 8 S., R. 1 E., and

sec. 3, T. 9 S., R. 1 E.; on stone____ _ ___________ 660. 336

Tps. 8 and 9 S., Rs. 1 and 2 E., corner of; iron post.__________ 666.356 

Red River, meander corner on, between sec. 34, T. 8 S., R. 2 E., and

sec. 3, T. 9 S., R. 2 E.; on stone____________,__i____ 629. 306 

Red River, meander corner on, between sec. 24, T. 8 S., R. 2 E., and

sec. 19, T. 8 S., R. 3 E.; on stone - ____ __ 614. 086

Montague Quadrangle.

[Latitude 33° 30'-34°; longitude 97° 30'-98°.] 

JEFFERSON COUNTY.

Robert Coe ran the railroad levels. J. P. Walker and Robert Coe 

did the leveling along township and section lines.

From Ryan along Chicago, Rock Island & Pacific Ry. to Terral.

Feet.

Terral, 1 mile south of, in west end of north pier of bridge 3219, 

over Red River; copper bolt_ __ *809.168

Along township and section lines.

Red River, meander corner on, between sec. 32, T. 6 S., R. 7 W., 

and sec. 5, T. 7 S., R. 7 W.; iron post_____________________. 814/996

Tps. 6 and 7 S., Rs. 6 and 7 W., corner of; iron post ___ _______ 929. 023

Tps. 6 and 7 S., Rs. 5 and 6 W., corner of; iron post__________ 854. 832

1 Redetermined by Coast and Geodetic Survey precise leveling.
54 SPIEIT LEVELING IN OKLAHOMA, 1895-1912.

Feet. 

Red River, meander corner on, between sec. 35< T. 6 S., R. 5 W.,

and sec. 2, T. 7 S., R. 5 W.; iron post_________________ 763. 681 

Red River, meander corner on, between sec. 33, T. 6 S., R. 4 W.,

and sec. 4, T. 7 S., R. 4 W.; iron post__________._______ 749.300 

Tps. 6 and 7 S., Rs. 3 and 4 W., corner of; iron post__________ 810.255 

Red River, meander corner on, between sec. 31, T. 7 S., R. 3 W.,

and sec. 36, T. 7 S., R. 4 W.; iron post ________________ 731.200 

Red River, meander corner on, between sec. 35, T. 7 S., R. 6 W.,

and sec. 2, T. 8 S., R. 6 W.; iron post_________________ 774.220 

Tps. 7 and 8 S., Rs. 6 and 7 W., corner of; iron post__________ 887. 929 

Red River, meander corner on, between sec. 31, T. 7 S., R. 7 W.,

and sec. 6, T. 8 S.', R, 7 W.; iron post__________________ 801.216 

Red River, meander corner on, between sec. 18, T. 8 S., R. 6 W.,

and sec. 13, T. 8 S., R. 7 W.; iron post________________ 794.136

Addington, Bush Springs, and Chickasha Quadrangles. 

CANADIAN, GEADT, JEFFERSON, ANB STEPHENS COUNTIES.

The leveling was done by W. A. Lindsay in 1898.

ADDINGTON ftU ADR ANGLE.

[Latitude 34°-34 <> 30'; longitude 97° 30'-98°.]

Along ninety-eighth meridian between Red and Canadian rivers.

Feet.

Initial point, concrete pier, stamped " 854 "____.___________ 854. 525 

Milepost 1, stamped "913"_________________________ 913.228 

Milepost 2, stamped " 927 "___________________________ 927. 017 

Milepost 3, stamped " 863 "____________.._________:___ 863. 232 

Milepost 4, stamped " 889 "________1__________..______ 900. 386 

Milepost 5, stamped "933"____________________.____ 933.482 

Milepost 6, stamped " 910 "________________________ 910.157

Milepost 7, stamped "868"_______________________ 868.175

Milepost 8, stamped "882"________________________ 882.022 

Milepost 9, stamped " 868 "_____________________ 86S. 115

Milepost 10, stamped "ST5"__________________________ 1 874. 887 

Milepost 11, stamped "883"_______________________ 882.847 

Milepost 12, stamped "884"_______ _______________ 883.911 

Milepost 13, stamped " 895 "___________________^_____ 893. 794 

Milepost 14, stamped "897"_________________________ 897.535

Milepost 15, stamped " 931"_________________________ 931. 407

Milepost 16, stamped "973"________________________ 973.605 

Milepost 17, stamped "979"_______________: ______I_ 979.286 

Milepost 18, stamped "972"________________________ 971.915 

Milepost 19, stamped "939"______________________ ___ 939.550

Milepost 20, stamped "945"________________________ 945.547. 

Milepost 21, stamped "1007"_______:________J______ 1,007.607 

Milepost 22, stamped "1017"_________________ ______ 1,017.901

Milepost 23, stamped "1034"___ ____________________ 1,034.513

Milepost 24, stamped "1034"_______________________.. 1,034.138 

Milepost 25, stamped "1054"_________________.______ 1,054.409 

Milepost 26, stamped "1075"_________'______________ 1,075.857

Milepost 27, stamped " 1074 "______,__________..__::_:_' 1,074. 373

1 By Coast and Geodetic Survey precise leveling.
PBIMARY LEVELING. 55

Feet.

Milepost 28, stamped " 1070 "_______________________ 1,070.798 

Milepost 29, stamped "1127"_______________________ 1..127. 802 

Milepost 30, stamped "1135"_______________________ 1,135.799 

Milepost 31, stamped "1143"_______________________ 1,143.329 

Milepost 32, stamped " 1121"_________________________ 1,121. 457 

Milepost 33, 'stamped " 1104 "_______________________1 1,104.083

RUSH SPRINGS QUADRANGLE.

[Latitude 34° 30'-35° ; longitude 97° 30'-98 8 .]

Feet.

Milepest 34, stamped "1137"____:_______ __________ 1,137.830 

Milepost 35, stamped "1144"_______________________ 1,144.452 

Milepost 36, stamped "1147"_______________________ 1,147.396 

Milepost 37, stamped "1170"_____________ _______^_ 1,170.249 

Milepost 38, stamped "1211"_______________________ 1,211.493 

Milepost 39, stamped "1213 1,213.249

Milepost 40, stamped "1206"_________________________ 1,206.636 

Milepost 41, stamped "1151" __________________ 1,151.480

Milepost 42, stamped "1196"___1___________________ 1,196.323 

Milepost 43, stamped "1204"__________________L______ 1,203.928 

Milepost 44, stamped "1237"_______________________ 1,237.232 

Milepost 45, stamped "1269" _________________ 1,269.883

Tps. 2 and 3 N., R. 8 W., closing corner of; stamped " 1244 "_____ 1, 244. 761 

Milepost 46, stamped "1243" _._____________________ 1,243.625

Milepost 47, stamped " 1235 "_ ___ _____ ______ 1, 235. 373

Milepost 48, stamped "1241" _____________________ 1,241.275 

Milepost 49, stamped "1260" ________________.____ 1,260.260 

Milepost 50, stamped "1297"_______________________ 1,297.834 

Milepost 51, stamped "1279" _____________________ 1,279.632 

Milepost 52, stamped "1357" ____-______-________ 1,357.185

T. 3 N., R<> 8 W., closing corner of; stamped "1301"__________ 1,361,241 

Tps. 3 and 4 N., R. 7 and 8-W., corner of; stamped "1362"_____ 1,362.787 

Milepost 53, stamped "1365" _ ____ _ ________ 1,366.086

Milepost 54, stamped "1356"__ _ _____ _________ 1,356.959

Milepost 55, stamped "1335" ___________________ 1,335.513 

Milepost 56, stamped "1308" ________ 1,308.351 

Milepost 57, stamped "1256" ^______ _ ________ 1,256.371

Milepost 58, stamped "1328" 1 _.^_________ 1,328.726 

T. 5 N., Rs. 7 and 8 W., standard corner of; stamped " 13I-53 "..___ 1,333.386 

T. 4 N., Rs. 7 and 8 W., closing corner of; stamped " 1307 "_____ 1,307. 543 

Milepost 59, stamped " 1267 " 1,267. 795 

Milepost 60, stamped " 1232 " _ _ . 1,233.203 

Milepost 61, stamped " 1127 "_ _ 1,127. 287 

Milepost 62, stamped " 1114 " _ __ 1,114.241 

Milepost 63, stamped " 1185 "_______ _______________ 1,185. 922

Milepost 64, stamped "1174" __ _ 1,174.647 

Tps. 5 and 6 N., Rs. 7 and 8 W., corner of; stamped " 1130 "_____ 1,130. 890 

Milepost 65, stamped " 1176 " 1,176. 671 

. Milepost 66, stamped. " 1245 "__. 1, 246. 324 

Milepost 67, stamped " 1282 " ____ __ 1, 2S2. 534

*By Coast and Geodetic Survey precise leveling.
56 i SPIEIT LEVELING IN OKLAHOMA, 1895-1912. / '

CHICKASHA QUADRANGLE.

[Latitude 35°-35° 30'; longitude 97° 30'-98°.]

Feet.

Milepost 68, stamped "1181"..______________________ 1,182.130 

Milepost 69, stamped " 1217 "_______________________ 1, 217.382 

Milepost 70, stamped "1188"______________________1_ 1,189.160 

Milepost 71, stamped "1207"_______________________ 1,208.193 

Milepost 72, stamped "1108"________________________ 1,108.903

Milepost 73, stamped "1105"________________________'1,105.532 

Milepost 74, stamped "1098"_______________________ 1,098.920 

Milepost 75, stamped "1116"_______________________ 1,116.686 

Milepost 76, stamped "1160"_______!_________________ 1,160. 69(J

Tps. 7 and 8 N., Rs. 7 and 8 W., corner of; stamped "1156"_____ 1,159.190 

Milepost 77, stamped " 1197 "_______________________ 1,198. 099 

Milepost 78, stamped "3185"_________________________ 1,185.805 

Milepost 79, stamped "1177" ________________________ 1,178.117

Milepost SO, stamped "1210"_______________________ 1,210.745 

Milepost 81, stamped " 1259 "__,._______________________ 1, 260. 310 

Milepost 82, stamped " 1290 "________________.._______ 1, 291. 089 

Tps. 8 and 9 N., R. 8 W., fractional closing corner of; on second

standard parallel north, stamped "1293"_______________ 1,294.545 

T. 9 N., Rs. 7 and 8 W., standard corner of; stamped " 1239 "____ 1, 240.036 

T. 8 N., Rs. 7 and 8 W., closing corner of; stamped "1234"______ 1,234.829 

Milepost S3, stamped "1293"_______________________ 1,293.959 

Milepost 84, stamped " 1294 "_________________________ 1, 295. 479 

Milepost 85, stamped "1307"_________________,_______ 1,308.374 

Milepost 86, stamped " 1357 "_________________________ 1, 358. 056 

Milepost 87, stamped "1411"_________________________ 1,411.691 

Milepost SS, stamped " 1327 "_________ ______________ 1, 32S. 409 

Tps. 9 and 10 N., Rs. 7 and 8 W., corner of; stamped "1408"____ 1.409.596 

Milepost 98, stamped. " 1301"___________________________ 1, 301. 678.

Milepost 90, stamped "1366"________________________ '1,367.562 

Milepost 91, stamped " 1402 "____'. ______________________________ 1,403. 537

Milepost 92, stamped "1320"._____________________ 1,321.376 

Witness corner to M. C., stamped " 1300 "________________ 1, 301.102 

Meander corner, on south bank of Canadian River, stamped " 1274 "__ 1, 275.132

Fawhuska Quadrangle.

[Latitude 36° 30'-37°.; longitude 96°-96° 30'.] 

OSAOE COUNTY.

The elevations in the following list were determined by primary 

leveling extended from the old bench marks along the Osage-Cherokee boundary, the heights of which were determined by a readjustment of leveling in Nowata quadrangle.

The closure errors of this work were excessive and two lines, closing 

on Osage-Cherokee boundary bench marks on the north and south 

side of T. 28 N., R. 12 E., -are still unadjusted.

The leveling was done in 1908 by H. G. Parry, and in 1912 by H. L. 

Caldwell and R. M. Copeland.

1 By Coast and Geodetic Survey precise leveling.
PRIMARY LEVELING. 57

From Tps. 25 and 26 N., R. 12 E., on Osage-Cherokee boundary line, west and 

northwest to Okesa.

Feet. 

Reservation boundary, 1 mile west of, 20 feet south of well No. 10,

lot No. 3, of Uncle Sam Oil Co., at bottom of large ravine, in foot of

16-inch oak tree; spike marked "779"___________________ 777.41

Reservation boundary, 1.2 miles west of, 4 feet west of north-south

road on top of ridge, 0.2 mile west of Uncle Sam Oil Co. Well No.

12; spike in foot of jack oak tree, marked "934.4"________ 933.27 

T. 25 N., R. 11 E., at northeast corner; iron post stamped " 932 "

(General Land Office post)_________________________ 931.222 

T. 25 N., R. 11 E., northeast corner of sec. 2; iron post stamped

"916.2" (General Land Office post)__________________ 915.192 

T. 25 N., R. 11 E., at quarter corner north side of sec. 2; iron post

stamped "843.9" (General Land Office post)_-__________ 842.913 

T. 25 N., R. 11 E., northeast corner of sec. 3; small iron post stamped

" 807 " (General Land Office post) ___________________ 806.016 

Intersection of township line and Rock Creek, 1.3 miles northwest of,

on wagon road frouV Rock Creek to Okesa, 20 feet north of road, 

0.2 mile north of lone oil well, in top of flat rock marked by 

mound and blazed tree; aluminum tablet stamped "969"_____ 968.036

From Tps. 26 and 27 N., R. 12 £., about 2.3 miles southwest of Bartlesville, 

southwest along Missouri, Kansas & Texas Ry. to Okesa.

Sand Creek, east end of bridge across, south of track, on top of stone ' 

coping, marked "692.8"___ _____________________ 691.51

Bartlesville, 6.4 miles southwest of, four telegraph poles south of 

milepost 204, west side of right of way, 500 feet south of old wagon 

road creek crossing; iron post stamped "726.2"_________ 724.797

From Okesa southwest along Missouri, Kansas & Texas Ry. to Nelagoney, 

thence southeast along Midland Valley R. R. to Nichols siding.

Okesa, in front of station door; top of rail_____________:____ 721.8

Okesa', 0.9 mile southwest of, 100 feet south of track, 60 feet east of 

wagon road, 200 feet southeast of trestle, ki top of large flat rock 

marked by mound; aluminum tablet stamped "757"________ 756.203

Okesa, 4.1 miles southwest of, on base of milepost 212 (telegraph 

pole); 60-d. spike marked "903.2 "'(on opposite side of post is 

railroad bench mark)_ _ _ ___ 902.40

Railroad bench mark on above-described milepost 212_________ 902.92

Tps. 25 and 26 N., Rs. 10 and 11 E., corner of townships; probably an 

iron post stamped "948.6" _____ 947.129

Okesa, 5 miles southwest of, 100 feet west of track at north end of. 

cut, 1,200 feet south of road crossing, on slope of hill, in top of 

large bowlder; aluminum tablet stamped " 890 "____________ 889.155

Nelagoney, 1.5 miles northeast of, 40 feet north of first telegraph 

post north of milepost 216, on west side of right of way, 6 feet from 

fence, in top of large bowlder 6 by 10 feet and 4 feet above ground; 

aluminum tablet stamped "796" ______________ 795.077

Nelagoney, 1,000 feet east of, at south end of railroad bridge across 

Bird Creek, on top of stone abutment marked "773.3 "____,__ 772.47

Nelagoney, 0.7 mile south of, west'of road at crossing, jiorth of 

wagon road; iron post stamped "763 " _______ _______ 762. 929
58 SPIRIT LEVELING IN OKLAHOMA, 1895-1912.

Feet. 

Bigheart, 2. 6 miles north of, west side of track, on top of small hill

and above cut, 400 feet north of private-road crossing, in top of.

sandstone rock 6 by 6 by 5 feet; aluminum tablet stamped " 771"__ 770. 822 

T. 24 N., R. 10 E., 15 feet south of northwest corner of sec. 1; iron

post stamped "775 "_________________:______'__.__ 775.085 

Bigheart, 1.2 miles south of, 0.3 mile north of Birch Creek bridge,

150 feet west of track, on hillside, in top of rock 6 by 10 by 2 feet

marked by mound; aluminum tablet stamped " 740 "_________ 740. 065 

Nichols siding, 1. 5 miles north of, on east side of track, in cut, on

point of rock, marked " 729.4 "______________________ 729.43

From Nichols siding east to Tps. 23 and 24 N., Rs. 12 and 13 £.

T. 24 N., R. 11 E., 135 feet west of corner of sees. 32 and 33, on 

township line, 100 feet west of Midland Valley R. R. at Nichols 

siding and water tank, in top of flat rock 6 by 8 by 1.5 feet; aluminum tablet stamped "721"_______________________ 720.663

T. 24 N., R. 11 E., sees 32 and 33, on township line; .small iron post 

stamped "712.2" (General Land Office post)____________ 712.26

T. 24 N., R 11 E., 500 feet east of corner of sees. 35 and 36, on township line, south edge of scattered timber, in top of flat rock flush 

with ground, marked by mound and blazed tree; aluminum tablet 

stamped " 800 "______________________________ 800,121

Tps. 23 and 24 N., Rs. 11 and 12 E.; iron post stamped " 729" (General Land Oflice post)___________________________ 729.186

T. 24 N., R. 12 E., corner of sees. 32 and 33, on township line, in creek 

bottom flush with ground, elevation marked on witness tree 

" 681.2 "; top of small iron post (General Land Office post) _____ 681.282

From Nelagoney southwest along Missouri. Kansas & Texas Ry. to Wynona, 

thence southeast to point 7.6 miles east of Wynona, and from point 1 milo 

west of Nichols siding to Nichols siding.

Nelagoney, at railroad crossing; top of rail_______________ 770.15 

Nelagoney, 1.1 miles southwest of railroad crossing, at road crossing, 

corner of fence west of railroad and south of wagon road; iron post 

stamped " 798 " -____-_._____-___.__.______ _ _____-__________ 797.118

Tps. 24 and 25 N., Rs. 9 and 10 R, 300 feet east of railroad, 300 feet

sontb of road; township corner post (General Land Office post)_ 894. 746 

Nelagoney, 5.5 miles southwest of, fourth telegraph post north of

milepost 222, 100 feet west of big cut, top of grade, among large

loose rocks, in top of flat rock 2 by 4 by 0.4 feet, marked by mound;

aluminum tablet stamped "874"_____________________ 873.329 

Nelagoney, 8.5 miles southwest of, at crossing of Wynona-Pawhuska

road, south of railroad, east of wagon road, 5 feet from telegraph

pole; iron post stamped "858"________ _ 857.113 

Wynona, in front of station; top of rail__________________ 885.97

NOTE. An excessive error has been distributed in the remainder

of this line to Nichols siding. 

Wynona, 1 mile southeast of, on Avant wagon road, 10 feet south of

road, on level prairie; iron post stamped "935"- _ _ 934.196 

Wynona, 3.5 miles east of, at brow of ridge, 8 feet south of road, in

open place in scattering timber; iron post stamped "942" 941.367 

Wynona, 5.7 miles east of, 0.4 mile eas.t of forks of three roads,

Hominy-Avant-Wynona, 200 feet east of main Avant road, on 

^branch to Bigheart, 10 feet west of road; spike in base of 42-inch

oak tree, marked "1008.5"______________ 1,008.00
PRIMARY LEVELING. 59

Feet

Wynona, 6.3 miles east of, 0.7 mile north of forks of WynonaBigheart-Avant roads, on Bigheart road, 20 feet east of road; iron 

post stamped "988 "________ _ ___ ___ 987. 524

From Wynona southwest, thence north and northwest to Foster.

Tps. 23 and 24 N., R. 9 E., corner of sees. 5 and 31, top of iron post; 

paint point marked " 829.3 " ______ 828.480

Tps. 23 and 24 N., Rs. 8 and 9, corner of; probably iron post 

stamped " 792.3 "__ _ ____________ 791. 483

T. 24 N., Rs. 8 and 9 E., 250 feet distant N. 30° W. of corner of sees. 

13 and 19, in top of sandstone rock 8 by 3 feet and 4 feet above 

ground; aluminum tablet stamped "956.9", marked with paint__ 956.117

In deep ravine course, 6 feet east of drain, in foot of oak tree; head 

of spike marked " 859.3 "___ ______________ 858. 55

Foraker-Wynona and Blackburn-Pawhuska roads, in first fence east 

of crossing, 20 feet west of gate, 10 feet southwest of road; probably an iron post marked " 1020.6 "_________________ 1,019. 868

Wynona, 9 miles northwest of, on wagon road 0.5 mile southeast of 

second gate east of Rs. 7 and 8 E., on this road, 40 feet south of 

road, 10 feet southwest of next following bench mark, marked 

by monument; iron post stamped "1066.2" ________ 1,065.496

T. 25 N., Rs. 7 and 8 E., 4 feet north of quarter corner between sees. 

24 and 19; iron post stamped "1069.4"_________________ 1,068.629

Tps. 25 and 26 N., Rs. 7 and 8 E., corner of townships; probably an 

iron post stamped "1015.6"__ ____________ 1,014.856

T. 26 N., Rs. 7 and 8 E., 2 feet north of corner of sees. 13 and .19; 

probably an iron post stamped "1038 " ______________ 1,037. 263

Tps. 26 and 27 N., Rs. 7 and 8 E., corner of townships; probably an 

iron post stamped "967.8" ___________ 967.086

Tps. 26 and 27 N., Rs. 7 and 8 E., 1.3 miles north of corner of townships, near top of long flat ridge, head of coulee, S. 15° E. course, 

on rock, marked by rock monument; point marked " 1114.6 "___ 1,113. 81

From Nelagoney northwest along Midland Valley R. R. to Foster.

Nelagoney, 2.4 miles northwest of, 450 feet north of railroad, 100 

feet north of Nelagoney-Pawhuska wagon road, about 700 feet west 

of line between ranges 9 and 10 E., 1,000 feet east of road crossing, 

in top of rock 4 by 8 feet and 2 feet above ground, marked by monument; aluminum tablet stamped "795" ________________ 794.155

Pawhuska, east side of, on townsite line, 30 feet south of PawhuskaNelagoney wagon road, corner of railroad right of way; iron post 

stamped " 812 " _____________________________ 811.20

Pawhuska, in front of door of Midland Valley R. R. station; top of 

rail . _ 813.3

Pawhuska, on door step of old Agency building_________.__ 816. 75

Pawhuska, 3.5 miles northwest of, 0.3 mile northwest of Savage's 

house, on point of hill sloping south, 40 feet north of railroad, 8 

feet north of fence corner, in top of sandstone bowlder 6 by 10 

feet and 4 feet above ground, marked by mound; aluminum tablet 

stamped " 834 " _______________ ______________ 833.170

Pawhuska, 6.3 miles northwest of, 150 feet north of road crossing, 

12 feet east of road, 40 feet west of Conway's house, in top of sandstone ledge 10 by 60 feet aud 8 feet above ground; aluminum tablet 

stamped " 875 " __ .___ _____________ 874.216
60 SPIRIT LEVELING IN OKLAHOMA, 1895-1912.

Feet.

Pawhuska, 9.4 miles northwest of, 1.3 miles northwest of Myers 

siding, 60 feet south of railroad, 10 feet west of wagon road, at 

road crossing, at base of small walnut tree; probably an iron post 

stamped "899" ______________________________ 898.198

Pawhuska, 12.6 miles northwest of, two telegraph poles west of milepost 215, south of cut, 60 feet north of road, in top of sandstone 

rock 2 by 2 feet and 2/3 foot above ground, marked by mound; 

aluminum tablet stamped "996"___________________ 995.181

Foster siding, 0.5 mile north of, at road crossing, east of railroad, 

and soHth of wagon road; iron post stamped "1105.6" _____ 1,104.878

From point 2.5 miles northwest of Nelagoney north to T. 27 N., Rs. 9 and 

10 £., corner of sees. 1 and 7, thence west to Foster.

Tps. 25 and 26 N., Rs. 9 and 10 E., at corner of townships; iron

post stamped " 901" (General Land Office post)___________ 900. 504 

Tps. 25 and 26 N., Rs. 9 and 10 E., 1.5 miles north by 0.25 mile east

of corner of townships, on slope of hill on east side, 2. miles south

of Sand Creek, 0.2 mile west of wagon road, on top of rock 2 by

4 feet and 2 feet above ground, marked by mound; paint point

marked " 891.8 " ^______________________________ 890. 86 

T. 26 N., Rs.-9 and 10 E., quarter corner between sees. 13 and 18,

6 feet north'of; iron post stamped "806"__^____________ 805.088 

T. 26 N., Rs. 9 and 10 E., corner of sees. 32 and 18, on top of iron 

1 post; marked on old corner stone "895.6" (General Land Office

post) ______________________________________ 894. 667 

T. 26 N., Rs. 9 and 10 E., at corner of sees. 7 and 12, quarter corner,

20 feet east of fence corner; post marked "900.8" (General Land

Office post) ____________ _____ ________ 899. 898 

T. 26 N., Rs. 9 and 10 E., at corner of sees. 1 and 7; iron post marked

"829.8" (General La'nd Office post)__________________ 828.882 

T. 26 N., Rs. 9 and 10 E., quarter corner between sees. 1 and 6; top

of post marked "921"____________________________ 920.089 

Tps. 26 and 27 N., Rs. 9 and 10 E., corner of townships, at foot of

big oak tree; iron post stamped "892 " (General Land Office post)_ 891.486 

T. 27 N., Rs. 9 and 10 E., corner of sees. 24 and 30; iron post stamped

"964.3" (General Land Office post)___.._____________ 963.314 

T. 27 N., Rs. 9 and 10 E., corner of sees. 13 and 19; iron post

stamped "1062.9" (General Land Office post)_____'________ 1,061.947 

T. 27 N., Rs. 9 and 10 E., corner of sees. 13 and 19; iron post stamped

" 1064 " ___________________________________ 1,062. 000 

T. 27 N., R. 9 E., 4 feet south of corner of sees. 3, 4, 9, and 10; iron

post stamped "1062"____________________________ 1,061.414 

Tps. 27 and 28 N., Rs. 8 and 9 E., corner of townships; iron post

stamped "1096" (General Land Office post)____________ 1,095.56 

Tps. 27 and 28 N. R. 8 E., corner of sees. 3 and 4, on township line,

2 feet out of ground and set on blanket rock; iron post stamped

"1098 " _____' ________________________ 1,094. 954 

Tps. 27 and 28 N., Rs. 7 and 8 E., corner of; probably an iron post

stamped " 1151" _ ______^______________ 1,150.194

From point 1.5 miles north of Foster north, northeast, and east via Elgin to 

Tps. 28 and 29, R. 12 E., on Cherokee-Osage boundary. 1

T. 28 N., Rs. 7 and 8 E., corner of sees. 12,13, 7, and 18, 1 foot south 

of; iron post stamped "1103"______________________ 1,102.30

1 Error in this line is excessive and is not ad justed, a constant correction only being applied.
PRIMARY LEVELING. 61

Feet. 

T. 29 N., R. 8 E., 1 foot north of corner of sees. 4 and 5; iron post

presumably stamped " 990 "________ _______________ 989. 552

Hewin's-Foraker-Elgin road forks, 0.8 mile east of, 6 feet north of 

Foraker-Elgin road, 10 feet west of fence, 4 feet south of fence; 

probably an iron post stamped " 957.2 "_________________ 956. 482

Hewin's road forks, 2 miles east of, 50 feet south of Elgin road, 200 

feet south of small reservoir, on top of sandstone 1 by 8 feet and J 

foot above ground, marked by monument; paint point marked 

" 964.1" _____________________________________ 963. 32

T. 29 N., Us. 8 and 9 E., 2 feet north of corner of sees. 13 and 19; 

iron post stamped "995.7"_______________________. 994.938

Elgin, 2.5 miles southwest of, on Foraker road, on top of ridge between Buck Creek and Caney River, 20 feet south of road, in loose 

lime rock; iron post stamped " 1032.4 "_________________ 1, 031. 643

T. 29 N., Rs. 9 and 10 E., closing corner of sees. 13 and 18, 0.5 mile 

east of Elgin, in center of road; post marked " 778 " (General Land 

Office post) ___________________________________ 777. 255

On Oklahoma-Kansas boundary, sees. 17 and 18, in road; small iron 

post, marked on fence " 781.6 " (General Land Office post)____ 780.881

Elgin, 2.5 miles southeast of, on wagon road, 0.4 mile southeast of 

Steve Bolenger's house, at forks of road, 150 feet northeast of log 

house, 50 feet west of gate; probably an iron post stamped " 766.4 "_ 765. 612

Chatauqua road, 500 feet east of, 1,000 feet east of white frame 

house, point in saddle where dim road turns east down Caney 

Valley, marked by monument, marked " 809.3 "____________ 808. 57

In valley of Caney River, 1 mile east of river at road crossing, 800 

feet south of monument on south part of ridge, 200 feet east of 

fence corner, 80 feet west of three tall gate posts, in top of sandstone 2 by 8 by 0.5 feet, marked by mound; aluminum tablet 

stamped " 807.5 "___________ _ ______ 806. 715

Krepp's house, 0.3 mile west of, 15 feet south of road, on west slope 

of hill at rock point, on sandstone 2 by 4 feet and 0.5 foot above 

ground, marked by monument; marked " 796.9 "____________ 796.10

Sim's house, 0.4 mile west of, south of corner of sees. 27, 28, 33, and 

34, 30 feet west of gate, in road to house; probably iron post 

stamped " 728.8 "______ ___ _ __ 728. 014

Tps. 28 and 29 N., R. 12 E., corner of Cherokee-Osage boundary, in 

Nowata quadrangle; old bench mark__ ___ ______ 794.65

From corner of Tps. 27 and 28 N., Rs.' 9 and 10 E., to Tps. 27 and 28 N., R. 12 

£., on Cherokee-Osage boundary. 1

Tps. 27 and 28 N., Rs. 9 and 10 E., corner of townships; probably

iron post stamped " 1052 "__ 1,050.52 

Tps. 27 and 28 N., R. 10 E., about 500 feet northwest of corner of

sees. 3 and 33, northwest corner of field, 10 feet south of old road.

100 feet east of gate on pasture fence; iron post stamped " 964 "_ 963.120 

Tps. 27 and 28 N., Rs. 10 and 11 E., corner of townships; iron- post

staniped "906" (General Land Office post)____L_________ 904.525 

Tps. 27 and 28 N., R. 11 E., 2 feet west of quarter corner between

sees. 3 and 34; iron post stamped " 804 "_____ __.._____. 803.247 

Tps. 27 and 28 '&., Rs. 11 and 12 E., corner of townships; iron post

stamped " 834 " (General Land Office post) 833.335

1 Erroi in this line is excessive and is not adjusted, a constant correction only being 

applied.
62 SPIEIT LEVELING IN OKLAHOMA, 1895-1912.

Feet

Tps. 27 and 28 N., R. 12 E., closing corner, on Cherokee-Osage

boundary line, oabout 0.3 mile north of Tps. 27 and 28 N., R. 12 E.,

on Osage Nation, old survey of Cherokee Nation; iron post____ 692.978

Old Indian Territory bench marks on Osage-Cherokee boundary line with corrected elevations by local adjustment.

Kansas-Cherokee boundary line, closing corner Osage-Cherokee

boundary line, T. 29 N., R. 12 E.; iron post______________ 944. 691 

Osage-Cherokee boundary line, closing corner of Tps. 28 and 29 N.,

R. 12 E.; iron post_____________________________ 796.146 

Osage-Cherokee boundary line, closing corner of Tps. 27 and 28 N..

R. 12 E.; iron post______________________________ 695.122 

Osage-Cherokee boundary line, closing corner of Tps. 26 and 27 N.,

R. 12 E.; -iron post_____________________________ 676. 599 

Osage-Cherokee boundary line, closing corner of Tps. 25 and 26 N.,

R. 12 E.; iron post_____ ___ ___ __________ 926. 588 

Osage-Cherokee boundary line, closing corner of Tps. 24 and 25 N.,

R. 12 E.; iron post____________ ________________ 844.330 

Osage-Cherokee boundary line, closing corner of Tps. 23 and 24 N.,

R. 12 E.; iron post_______ _________________ 882.165

From point 4 miles southeast of Foraker to Foster.

T. 28 N., R. 8 E., corner between sees. 30 and 31 (south corner),

east-west fence, east of track; top of rail 1,162. 5 

Milepost 221, opposite; top of rail _____ 1,153.4 

Foraker, 5.3 miles southeast of, 2.1 miles northwest of Blackland, 

north-south road crossing, in southeast angle, in southwest edge of 

warning post; spike marked " U. S. 1148 " _ ___ 1,149. 73 

Foraker, 6.2 miles southeast of, 1.4 miles northwest of Blackland, 

spike in telegraph pole east of track and at milepost 220, marked 

" 1126"-_____- - __ 1,127. 66 

Milepost 220, 0.2 mile south of,.over stone culvert; rail ______ 1,122.3 

Blackland (formerly Foster), 0.5 mile north of, east-west road crossing, in southeast angle at fence corner; iron post stamped " 1108 "_ 1,104. 878

From point 8 miles north of Hominy along Missouri, Kansas & Texas Ry. to

Wynona.

Hominy, 8.2 miles north of, in bottom of milepost 228, spike marked

" 834 "______ __ 833.18

Hominy, 9.2 miles northeast of, in bottom of milepost 227, spike 

marked " 866 "__ ___ 865. 26

Wynona, in front of station; top of rail 885.7

Wynona, 1 mile northeast of, on east side of Wynona-Pawhuska 

wagon road, seuth side of railroad; iron post stamped " 858 "__ 857.113

T. 24 N., R. 9 E., 0.6 mile southeast of northwest corner of sec. 26, 

on slight slope to west, 400 feet from top of slight ridge; iron 

post stamped "937"___^ __ 934.196

Claremore, Hominy, Pawnee, Pond Creek, Newkirk, and Washunga Quadrangles. 

CEEEK, GRANT, KIT, OSAGE, PAWNEE, PATNE, AND TULSA COUNTIES.

The following elevations were determined by primary leveling and 

are in agreement with Coast and Geodetic Survey 1912 adjustment.
PEIMARY LEVELING. 63

The leveling was done in Pond Creek, Newkirk, and Washunga 

quadrangles, in 1911 and 1912, by K. M. Copeland; in Claremore 

and Hominy quadrangles, in 1911 and 1912, by H. L. Caldwell; 

in Pawnee quadrangle, in 1905, by E. T. /King, and in 1911 and 1912, 

by R. M. Copeland and H. L. Caldwell.

CLAREMORE QUADRANGLE. 

[Latitude 36°-36° 30'; longitude 95° 30'-96°.]

From West Tulsa along St. Louis & San Francisco R. R. to Tulsa. (Line run

twice.)

Feet; 

West Tulsa, 0.2 mile north of, first pier of the railroad bridge, from

north bank of Arkansas River, at east end of pier; lettered square

cut in stone, marked " U. S. D B. M."__________________ 636. 47

Tulsa, on south side of West First Street, 150 feet southeast of milepost 424, 270 feet from center line of track; square cut on concrete 

curb, marked " 675 "_____________________________ 674.16

Tulsa, at First and Main Streets, in northwest corner of Turner 

Building; bronze tablet stamped "708" (old b. m.)________ 711.045

From Tulsa north along Midland Valley R. R. to point near Skiatook.

Tulsa, 1.8 miles north of, in bottom of milepost 155; spike marked

" 67i " _____________________________________ 670. 44 

Tulsa, 2.9 miles north of, north pier of railway bridge over Flat

Rock Creek, in east end, opposite milepost 156; top of bolt

marked " 648 "__.____________-________________ 647.07 

T. 20 N., R. 12 E., 0.3 mile west of northeast corner of sec. 24, on

east side of railroad and south side of wagon road; iron post

stamped " 652 Okla "___________________________ 651. 580 

Turley, 1.4 miles south of, in bottom of milepost 158; spike marked

" 645 " ________________ ______________ 644. 21 

Turley, 0.3 mile south of, in bottom of milepost 159; spike marked

" 656 " _____________ _ .____' ________ 655. 03 

T. 20 N., Rs. 12 and 13 E., closing corner of sees. 1 and 6; iron post

.stamped "627" (old b. m.)_-_ _______1____ 630.207 

T. 21 N., R. 12 E., 0.4 mile west of northeast corner of sec. 36, rail- ,

road crossing on east-west line between sees. 25 and 36, east side

of railroad, south side of wagon road; iron post stamped " 621

Okla " _________ _ __ ________ 620. 687 

Sperry, 1.5 miles south of, in bottom of milepost 162; spike marked

" 609 " _______ ______________ 60S. 51

Sperry, 0.5 mile south of, in bottom of milepost 163; spike marked

"621" _____________ _ _______ 620.62 

T. 21 N., R. 12 E,, 0.25 mile west of northeast corner of sec. 14,

at crossing of railroad and east-west line between sees. 11 and .

14, on east side of railroad and north side of wagon road; iron

post stamped "617 Okla" ________________ 616.844

Sperry, 1.6 miles north of, in bottom of milepost 165; spike marked '

" 619 " _____________________--__-" _______ 618.34 

Tps. 21 and 22 N., R. 12 E., on former Indian Territory-Oklahoma

State line; iron post stamped "622" (U. S. Land Office mark)_ 621.822 

T. 22 N., R. 12 E., northeast corner of sec. 22 and southeast corner

of sec. 15; iron post stamped "633 Okla"_______________ 632,.342
64 SPIRIT LEVELING IN OKLAHOMA, 1895-1912. 

HOMINY QUADRANGLE.

[Lctitude 36°-36 0 30'; longitude 96.°-96° 30'.]

From point near Terlton east along St. Louis & San Francisco R. R. to West 

Tulsa. (Leveled twice.)

Feet. 

Terlton, 0.4 mile southeast of, west side of north-south private-road

crossing, 50 feet north of center of track, 175 feet northwest of

milepost 455; iron post stamped "780 Okla"____________ 779.017

Terlton, 2.6 miles southeast of, east side of north-south private-road 

crossing, on farm owned by T. E. Storm, on west bank of 'House 

Creek, 50 feet south of center line of track; iron post stamped 

" 740 Okla " ___________________________________ 738. 999

Mannford, 6.1 mile southeast of station, east side of north-south 

highway crossing, 75 feet north of center of track; iron post 

stamped " 740 Okla "___________________________ 739. 664

Mannford, 2.1 miles east of, at west side of north-south highway 

crossing, 50 feet north of center of track; iron post stamped 

" 772 Okla "________________^________________ 771.125

Keystone, 1.9 miles west of, 210 feet northeast of milepost 444, 50 

feet north of center of track, at east end of cut; iron post stamped 

" 696 Okla " __________________________________ 695. 789

Keystone, 520 feet east of station, at north-south highway crossing, 

75 feet north of center of track, 375 feet west of milepost 442; iron 

post stamped "684 Okla"_ ____________ _____ 683.668

Keystone, 4 miles southeast of, 70 feet south of milepost 438, south 

side of railway right of way, 50 feet south of center of track; iron 

post stamped " 683 "______ ____________ _____ 682.179

Fisher, 0.2 mile southeast of, on west side of north-south highway 

crossing, 100 feet south of center of track; iron post stamped " 653 "_ 651.960

Lost City, 1.3 miles west of, 50 feet south of center of track, on east 

side of private-road crossing, 900 feet east of railway bridge over 

Fisher Creek; iron post stamped "649"________________ 648.596

Price, 370 feet east of northeast corner of station platform, on east 

side of north-south private-road crossing, 20 feet south of center of 

main track, between main track and siding, 365 feet west of east 

end of point of siding; iron post stamped " 656 " _____ 655.428

Price, 0.6 mile east of, 164 feet east of milepost 428; spike in center 

of track, marked "648"_ ___ ___ __ 647.41

Price, 1.6 miles east of, 212 feet east of milepost 427; spike in center 

of track, marked "645" ___ ______ 643.95 '

Price, 2.5 miles east of, 171 feet west of milepost 426; spike in center 

of track, marked "643"__ ______ ___ _____ 642.38

West Tulsa, 0.5 mile southwest of, at crossed highways, 324 feet 

southeast of west point of Y, on St. Louis & San Francisco R. R., 

245 feet south of north-south road crossing of same, 375 feet west 

of east-west road crossing of same, at fence corner in northwest 

angle of highways; iron post stamped "636 Okla"_________ 635.403

From West Tulsa southwest along St. Louis & San Francisco R. R. to Sapulpa. 

 (Leveled twice.)

West Tulsa, 0.7 mile southwest of, in bottom of second telegraph 

pole south of milepost 426; spike marked " 646 "__ _____^_ 645. 85

Red Fork, 0.4 mile northeast of, in bottom of third:.telegraph pole 

south of milepost 427; spike marked " 646 "___u__,_____ 645.02
PBIMABY LEVELING. 65

Feet. 

Red Fork, 0.6 mile southwest of, at bottom of second telegraph pole

south of milepost 428; spike marked " 681"_____________ 680.66 

Red Fork, 0.6 mile southwest of, on east side of north-south highway,

100 feet east of center of track; iron post stamped " 685 "____ 684. 718 

Red Fork, 1.5 miles south of, at bottom of milepost 429; spike marked

" 714 " ______________________ ___________ 713. 70

New Taneha, 0.6 mile northeast of, at bottom of first telegraph pole

northeast of milepost 430; spike marked " 763 " _________ 762.71 

New Taneha, 0.4 mile southwest of, opposite milepost 431, at east

end of railway bridge over Nickle Creek, in capstone of pier; square

cut, marked " 736 "___________________________ 735.12 

Taneha, 0.7 mile north of, corner of Tps. 18 and 19 N., Rs. 11 and 12

E.; iron post stamped "747," leaning at about a 60° angle from

ground (old b. m.) '.__ 749.700 

Taneha, 0.4 mile north of, at bottom of milepost 432; spike marked

" 779 " ___________________________________ 778.89

Taneha, 0.5 mile south of, at bottom of milepost 433; spike marked

" 776 " ___-___-_______-___________-____ ___ __________ 775.06

Taneha, 1.6 miles south of, 200 feet northwest of milepost 434, on

north side of east-west highway, 100 feet west of center of track;

iron post stamped " 719 " ______ 718. 868

Taneha, 2.6 miles south of, at bottom of milepost 435; spike marked

" 711" ____ _ ____ 710.18 

Sapulpa, 1.2 miles north of station, at bottom of milepost 436; spike

marked " 690 " __________ __ ______ 689.15 

Sapulpa, 0.2 mile north of station, at bottom of milepost 437; spike

marked "729" ___________________ ___________ 728.77

Sapulpa, southwest corner of Main and Hobson streets, on east side of

Ripley Hotel, 4 feet above sidewalk and 14 feet south of northeast

corner of building; bronze tablet stamped " 723 " (old b. m.)___ 725. 749

From Sapulpa northwest along highways to point 2 miles east of Mannford.

Sapulpa, 1.5 miles west of, in southeast concrete-filled caisson pier of 

east-west highway bridge over Rock Creek; top of bolt marked 

"681" _____________________ ______ 680.82

Sapulpa, 3.5 miles northwest of, on east side of north-south highway 

where it makes turn to northwest, about 0.25 mile south of northwest corner of sec. 22, T. 18 N., R. 11 E.; iron post stamped " 708 

Okla" ______ - - 707.744

Sapulpa, 5.5 miles northwest of, 700 feet south of northwest corner of 

sec. 16, T. 18 N., R. 11 E., on east side of highway, in front of farmhouse of W. B. Braninburg, at bottom of gate post; spike marked 

" 828 "____________________ - _______ 827.13

Sapulpa, 6.5 miles northwest of, northwest corner of sec. 17, T. 18 N., 

R. 11 E., at northeast side of highway; iron post stamped "750 

Okla "_-______ _ 749. 436

T. 18 N., R. 11 E., northwest corner of sec. 8; highest point of rock, 

marked " 749 "_ _ _ 747. 97

T. 18 N., R. 11 E., 200 feet east of northwest corner of sec. 7, in bottom of fence post on south side of highway; spike marked " 734 "_ 733. 31

T. 18 N., R. 10 E., quarter corner north side of sec. 1; iron post 

stamped "770 Okla "___ _ ____ 769.187

13599° Bull. 564 14 5
66 SPIRIT LEVELING IN OKLAHOMA, 1895-1912.

Feet 

T. 19 N., R. 10 E., north side of sec. 36, where road crosses section

line, 50 feet northwest of gate; top of large rock, marked " 806 "_ . 805.68

T. 19 N., R. 10 E., northeast quarter of sec. 26, on east end of high 

east-west divide, 20 feet north of road where it makes turn to west; 

square cut on flat rock, marked "952"_ _____°________ 951.76

T. 19 N., R. 10 E., quarter corner north side of sec. 27; iron post 

stamped " 913 Okla "___________________________ 912.814

T. 19 N., R. 10 E., sec. 21, 50 feet south of road at point where Key- ; 

stone Road branches off from Sapulpa-Mannford Trail, 250 feet west 

of intersection of Gulf Pipe Line and Sapulpa-Mannford Trail, boside large monument of rocks; top of flat rock, marked " 1017 "__. _ 1,016.04

T. 19 N., R. 10 E., northwest corner of sec. 29; iron post stamped 

" 934 Okla " _________________________________. _ 933. 334

T. 19 N., R. 10 E., center of sec. 31, in bottom of corner fence posl:; 

spike marked "948"_________________________... 947.04

Tps. 18 and 19 N., Rs. 9 and 10 E., corner of; iron post stamp*d 

" 874 Okla " _______________________________... 873. 226

T. 18 N., R. 9 E., northwest corner of sec. 1; highest point of rock, 

marked " 860 "_________ _ __ ______.._ 859. 78

T. 18 N., R. 9 E., northwest corner of sec. 2; highest point of rock, 

marked " 802 "______ ______ ________ - 801.61

T. 18 N., R. 9 E., northwest corner of sec. 3; iron post stamp* ;d 

" 871 Okla " ________________________________._ 870. 624

T. 19 N., R. 9 E., 68 feet east by 142 feet north of southwest corner of 

sec. 27; square cut in top of large sandstone rock, marked " 826 "_ 825. 62

T. 19 N., R. 9 E., northwest corner of sec. 22; iron post stamped 

" 772 Okla " ______ _____________ ________.__ 771. 557

Mannford, 2.1 miles east of, at west side of north-south highway crossing St. Louis & San Francisco R. R., 50 feet north of center of 

track; iron post stamped " 772 Okla " ___. __ 771.125

From point near Cleveland north along St. Louis & San Francisco £. E. to 

point 7 miles north of Hominy. (Leveled twice.)

Cleveland, 3.7 miles southwest of, crossing of east-west line north side 

of sec. 25 and Missouri, Kansas & Texas Ry., T. 21 N., R. 7 E., 0.25 

mile east of northwest corner of sec. 25, south side of wagon road, 

east side of railroad; iron post stamped " 865 Okla " _ 864.471

Cleveland, 2.9 miles southwest of, at bottom of milepost 251; spike 

marked " 838 "__________ _ _ __________ 836.87

Cleveland, 1.8 miles southwest of, at bottom of milepost 250; spike 

marked " 786 "________ __ ____ _________ 785.43

Cleveland, 1 mile southwest of, north-south line on west side of sec. 

17, T. 21 N., R. 8 E., crossing Missouri, Kansas & Texas Ry., 0.2 

mile south of northwest corner of sec. 17, east side of wagon road, 

south side of railroad; iron post stamped " 754 Okla "__ __ 753.206

Cleveland, 0.25 mile northeast of, at bottom of milepost 248; spike 

marked " 733 "______________________________ 732.51

Cleveland, 1.1 miles east of, at bottom of milepost 247; spike marked

" 712 " _______________________________________ TLL 57

Osage, 0.4 mile south of, northwest corner of sec. 23, T. 21 N., R. 8 E.; 

iron post stamped "706 Okla"_____________________ 705.505

Osage, 0.2 mile north of, at bottom of milepost 245; spike marked 

" 727 "_______________________________________ 726.41
PRIMARY LEVELING. 67

Feet. 

Osage, 1.1 miles north of, at bottom of milepost 244; spike marked

" 766 "______________________________________ 764. 94 

Osage, 2.2 miles north of, 0.2 mile east of milepost 243, at east end

of railroad culvert; square cut on capstone, lettered " U. S.QB. M."_ 829.96 

Osage, 2.9 miles north of, quarter corner north side of sec. 1, T. 21 N.,

R. 8 B.; iron post stamped " 847 Okla "________________ 845. 822 

Osage, 4.3 miles north of, at bottom of milepost 241; spike marked

" 914 " ______________________________________ 913. 33 

Hominy, 3.6 miles southeast of, quarter corner north side of sec. 30,

T. 22 N., R. 9 E.; iron post stamped " 855 Okla "__________ 853.988 

Hominy, 2.7 miles south of, at bottom of milepost 239; spike marked

" 815 " ______________________________________ 814. 67 

Hominy, 1.7 miles south of, at bottom of milepost 238; spike marked

" 817 " _______'_________________________.__ 816.08 

Hominy, 1.5 miles south of, at Missouri, Kansas & Texas Ry. crossing

of east-west line on north side of sec. 13, T. 22 N., R. 8 E.; top of

south end of west rail marked " E]806 "______________ 805.30 

Hominy, 0.7 mile south of, crossing of east-west line north side of

sec. 12, T. 22 N., R. 8 E., and Missouri, Kansas & Texas Ry., 150

feet east of center of track, 0.4 mile east of northwest corner

NW. i sec. 12, on north side of east-west highway, west side of

north-south highway; iron post stamped "784 Okla"_______ 783.003 

Hominy, 1 mile north of, at bottom of milepost 235; spike marked

" 786 " _________ _______ ______________ 784. 75

Hominy, 2 miles north of, at bottom of milepost 234; spike marked

" 818 " ___ ____ 817.35 

Hominy, 2.75 miles north of, northwest corner of sec. 30, T. 23 N.,

R. 9 E.; iron post stamped " 823 Okla "________________ 822. 466 

Hominy, 4.25 miles north of, at bottom of milepost 232; spike marked

" 770 " ___ ! ___________ 769. 34 

Hominy, 5.25 miles north of, at bottom of milepost 231; spike marked

" 773 "__ __ ___________ 772. 43 

Hominy, 6.25 miles north of, at bottom of milepost 230; spike marked

" 790 " _ __________ 789. 39 

T. 23 N., R. 9 E., quarter corner north side of sec. 5; iron post

stamped "823 Okla" __________ 821.983

From Osage southeast along Missouri, Kansas & Texas By. to Keystone.

Osage, northwest corner of sec. 23, T. 21 N., R. 8 E.; iron post 

stamped "706 Okla" ___________ 705.505

Osage, 1.8 miles southeast of, at bottom of milepost 247; spike marked 

" 705 "______________________________________ 704. 32

Osage, 2.5 miles southeast of, crossing of north-south line between 

sees. 25 and 30, T. 21 N., Rs. 8 and 9 E., and Missouri, Kansas & 

Texas Ry., 0.15 mile south of northwest corner of sec. 30, on north 

side of railroad; iron post stamped " 706 Okla "___________ 704. 871

Osage, 3.8 miles southeast of, at bottom of milepost 249; spike marked 

" 701"___ ________-___.______ 700.05

Indian, 0.25 mile southeast of, at bottom of milepost 250; spike 

marked "698 "_____ _______________________ 697.17

Prue, 1.6 miles northwest of, 400 feet east of milepost 251, east side 

of north-south road, north side of railroad, at crossing:: iron post 

stamped "702 Okla"___________________________ 701.411
68 SPIRIT LEVELING IN OKLAHOMA, 1895-1912.

PfiCt.

Prue, 0.6 mile west of, at bottom of milepost 252; spike marked

" 692 " ____________________________________ 691.00 

Prue, 0.5 mile east of, at bottom of milepost 253; spike marked

______________________ 697.98

Prue, 0.9 mile east of, crossing of north-south line between sees. 1 

and 2r T. 20 N., R. 9 E., and Missouri, Kansas & Texas Ry., 600 feet 

south of quarter corner on west side of sec. 1, west side of wagon 

road, north side of railroad; iron post stamped " 690 Okla "___ 689. 699

Prue, 1.5 miles east of, at bottom of milepost 254; spike marked 

" 682 "____________________________________ 681.17

Prue, 2.5 miles east of, at bottom of milepost 255; spike marked

____.____________________________ 691.19

Prue, 3.5 miles southeast of, ,at bottom of milepost 256; spike

marked "706"_____ _________ 705.36 

Prue, 4.3 miles southeast of, quarter corner west side of sec. 9, T.

20 N., R. 10 E.; iron post stamped " 682 Okla "___________ 681.455 

Prue, 5.8 miles southeast of, at bottom of milepost 258; spike

marked "681" - ________ 680.28 

Appalachia, 3 miles northwest of, at bottom of milepost 259; spike

marked "676"_______ ____________________ 675.74 

Appalachia, 2 miles northwest of, at bottom of milepost 260; spike

marked " 681"_____________ _____:___________ 680.19

Appalachia, 1.5 miles northwest of, in southeast quarter of sec. 29,

T. 20 N., R. 10 E., at east-west road crossing Missouri, Kansas &

Texas Ry., on north side of wagon road, east side of railroad; iron

post stamped "678 Okla "^_______________________ 677.602 

Appalachia, 1 mile northwest of, at bottom of milepost 261; spike

marked "684" '. _____^ 683.49 

Appalachia, 0.5 mile northwest of, at edge of right of way, TulsaOsage County line, at bottom- of white post; spike marked " 679 "_ 678.86

From Mud Creek north to corner of sec. 3, T. 22 N., E. 10 E.

T. 20 N., R. 10 E., north side of sec. 5, on top of ridge west side of

Mud Creek, 100 feet east of center of trail, in bottom of 18-inch

oak tree; spike marked "855" ,______________ 854.03 

T. 21 N., R. 10 E., quarter corner north side of sec. 32; iron stake

marked " 863 " 862. 31 

T. 21 N., R. 10 E., quarter corner north side of sec. 29; iron post

stamped "829"_______________________________ 828.266 

T. 21 N., R. 10 E., quarter corner north side of sec. 17; iron post

stamped "853"_______________ 852,741 

T. 21 N., R. 10 E., quarter corner west side of sec. 9; iron stake

marked "826"______________-___ ___________ 825.63 

T. 22 N., R. 10 E., northwest corner of sec. 34; iron post stamped -

" 824 " ._____________________________________ 823. 369 

T. 22 N., R. 10 E., northwest corner of sec. 22; iron post stamped

" 682 " __________________________________ - 682. 003 

T. 22 N., R. 10 E., quarter corner west side of sec. 10; iron post

stamped " 733 "___-___ 732.400 

T. 22 N., R. 10 E., northwest corner of sec. 10; iron stake marked

" 825 " , -,_,,w,_^ ., _,_ - .,_ ,_, 824.62
PRIMARY LEVELING. 69

From Tulsa north along Midland Valley R. R. to point north of Skiatook, 

thence west along highways to sec. 12, T. 22 N., E. 8 E.

Feet 

Skiatook, 1.5 miles south' of, in bottom of milepost 167; spike marked

" 642 " ______________________________________ 64L 39 

Skiaiook, 0.5 mile south of, in bottom of milepost 168; spike marked

" 650 " __________________________________ 649. 85 

Skiatook, 1.9 miles north of, in bottom of milepost 170; spike marked

" 637 ".- ___________________________________ 636. 00 

Skiatook, 2.b miles north of, directly opposite milepost 171, railway

bridge, top of lag bolt on east end of pier; marked " 653 "_____ 652. 72 

Skiatook, 3.9 miles north of, in bottom of milepost 172; spike marked

" 659 " _____________________________________r 658. 46 

Tps. 22 and 23 N., R. 12 E., corner of sees. 3, 4, 33, and 34; iron post

stamped " 649 Okla "___________________________ 648. 927 

T. 22 N., R. 12 E., 0.25 mile west of northeast corner of sec. 5, at

crossing of section line and north-south wagon road, at bottom of

18-inch oak tree; spike marked " 940 "________________ 939.83 

T. 23 N., R. 12 E., about 0.4 mile east of northwest corner of sec. 32,

section line crossing north-south wagon road, in bottom of 9-inch

oak tree; spike marked "956"___'__________________ 955.29 

Tps. 22 and 23 N., Rs. 11 and 12 E.; General Land Office post stamped

" 927 " ____________'_________________________ 926. 957 

-T. 22 N., R. 11 E., northwest corner of sec. 2; iron stake marked

" 910 " ______L____________________________ 909.02 

T. 22 N., R. 11 E., northwest corner of sec. 3; iron post stamped

" 832 Okla "_________________________________ 831. 365 

T. 22 N., R. 11 E., northwest corner of sec. 4, at fence corner; flat rock

marked "921"__________________________L______ 920.36

T. 22 N., R. 11 E., quarter corner north side of sec. 5; iron stake

marked " 851" ______________________________ 850. 93 

Tps. 22 and 23 N., Rs. 10 and 11 E.; General Land Office iron post

stamped " 834 "____:__________________________ 833.672 

T, 23 N., R. 10 E,, about on section line west side of sec. 36, east edge

.of timber, north side of east-west wagon road, on top of ridge, at

bottom of 12-inch oak tree; spike marked " 892 " _____ 89L 79 

T. 22 N., R. 10 E., quarter corner north side of sec. 3; iron stake

marked " 722 "_____ _ ____ 721.45 

T. 22 N., R. 10 E., northwest corner of sec, 3; iron post stamped

" 830 Okla " _____________ _I 829. 738 

T. 23 N., R. 10 E., west side of sec. 10, 0.3 mile north of southwest

corner, 50 feet north of east-west road, at bottom of 11-inch oak

tree; spike marked " 881"__________ ___ 880.29 

T. 23 N., R. 10 E., 0.1 mile north of southwest corner of west side of

sec. 32, 150 feet south of wagon road, top of large rock, on section

line; oak tree blazed and painted "930"_______ __ 929.93

Tps. 22 and 23 N., Rs. 9 and 10 E.; General Land Office iron post

stamped " 820 " 819. 555 

T. 22 N., R. 9 E., northwest corner of sec, 3; iron post stamped " 740

Okla " ____________________:__________________ 740. 063 

T. 22 N., R. 9 E., northwest corner of sec, 4; iron stake marked

" 748 " ____________________________- - __ 747. 50
70 SPIBIT LEVELING IN OKLAHOMA, 1895-1912.

T. 22 N., R. 9 E., northwest corner of see. 5; Iron stake marked

" 775 " ______________________________________ 774. 23

T. 22 N., R. 8 E., crossing of Missouri, Kansas & Texas Ry. in sec. 12; 

iron post stamped " 783 Okla "______________________ 783.003

PAWNEE QUADRANGLE.

[Latitude 36"-368 80'; longitude 96° 30'-9TV]

From point near Ripley east along AtcMson, Topeka & Santa Fe By. to point

near Gushing.

Ripley, L25 miles southeast of, 15 feet east of section corner (monument destroyed), 5 feet east of track; .iron post stamped " 818 Adj 

1903" _______________.___________________ 817.161

Ripley, 2.0 miles northeast of, at north-south public-road crossing, 

in northwest fence corner on railroad right of way; iron post 

stamped "815 Adj 1903"________________________ 813.693

Ripley, 5.5 miles east of, at north-south public-road crossing, in 

southeast fence corner; iron post stamped " 812 Adj 1903 "____ 811.228

Gushing, 2.0 miles northwest of, north-south road crossing, 750 feet 

northeast of milepost 48, in southwest fence corner; iron post 

stamped " 910 Adj 1903 n______________ _______ 909.181

From Cashing northeast along Missouri, Kansas & Texas Ry. to Jennlngs.

(Leveled twice.)

Gushing, 0.8 mfle northeast of, 6 feet west of center of track, in 

switch log at east end of passing track; spike marked " 917 "__ 916.44

Gushing, 2.7 miles northeast of, southwest corner of sec. 23, T. 18, 

R. 5 E., at crossed highways, 300 feet southeast of railway; iron 

post stamped "826 Okla" 825.484

Norfolk, 0.25 mile southwest of, at north side of 'east-west highway 

crossing, 50 feet east of center of track; iron post stamped " 813 

Okla" ____________________________________ 811.969

Yale, 0.7 mile south of station, south side of east-west highway crossing, 80 feet west of center of track, 76 feet east of center of Santa 

Fe Ry. track; iron Missouri, Kansas & Texas Ry. post stamped 

"793 Okla"__________ : 792.590

Tale, 2.4 miles north of, north side of east-west crossing, 24 feet east 

of center of track; iron post stamped " 886 Okla " 885.058

Yale, 3.8 miles northeast of, at southeast corner of sec. 33, T. 20 N,, 

R: 6 E., 585 feet east of intersection of center Hue of Missouri, 

Kansas & Texas Ry. and Payne-Pawnee county Eire; iron post 

stamped "899 Okla" \ 898.051

Yale, 5.25 miles northeast of, 200 feet southeast of milepost 264, 20 

feet south of center of track, 40 feet east of bridge ; square cut In 

flat rock, marked " 819 " 818.08

Jennings, 2.9 miles southwest of, at east side of norths-south priYateroad crossing, 50 feet south of center of track, 50 feet north of 

east-west highway, 40 feet west of bank of Kenny Creek, 530 feet 

west of milepost 263; iron post stamped " 808 Okla "____________ 807.693

Jennings, 0.2 mile northeast of station, on south side of private road 

crossing, 100 feet northwest of center of track, 73 feet west of 

mflepost 260; iron post stamped "929 Okla" _______ 927.9B5
PBIMARY LEVELING. 71

Feet 

Jennings, 150 feet northwest of station, in center of east-west road,

50 feet southwest of center of track; iron post stamped "855

Okla "___________________________________ 854.784

From Jennings along St. Louis & San Francisco B. R. to point 3.4 miles northeast of Hallett. (Leveled twice.)

Jennings, 0.9 mile northwest of, at bottom of milepost 460; spike 

marked " 883 "_______________________________ 882.38

Hallett, 0.6 mile southwest of, at bottom of milepost 257; spike

. marked " 935 "__ ____________________________ 934.16

Hallett, 0.4 mile northeast of, at bottom of milepost 256; spike 

marked " 942 "__________________________I____ 941.64

Hallett, 0.8 mile northeast of, west side of sec. 3, T. 20 N., R. 7 B., 

crossing of west boundary of sec. 3 and Missouri, Kansas & Texas 

Ry., east side of wagon road, north side of railroad, 0.3 mile north 

of southwest corner of sec. 3; iron post stamped " 943 Olda "___ 942.811

Hallett, 1.5 miles northeast of, at bottom of milepost 255; spike 

marked " 968 ". ___________.__________________ 967.38

Hallett, 2.5 miles northeast of, at bottom of milepost 254; spike 

marked " 955 "__ _ ___________________ 953.96

Hallett, 3.4 miles northeast of, at bottom of milepost 253; spike 

marked " 919 "______________________________ 918. 11

From Ralston south along Atchison, Topeka & Santa Fe By. to Hallett.

Ralston, 0.9 mile south of, in cut, 2,350 feet south of east-west road 

crossing track; point on top of stone milepost 44 marked "TJ. S. 

830 "________ _____ ______ ______________ 830.02

Ralston, 1.9 miles south of, 2,000 feet southeast of north-south road 

crossing track; point on top of stone milepost 45 marked " U. S. 

836 " _____________________________________ 835.34

Milepost 46, top of ___________________________ 819.8

Ralston, 3.2 miles south of, 1,600 feet vsouth of milepost 46, at eastwest road crossing track, in northeast angle near fence corner; 

iron post stamped " 813 "__________________________ 812.368

Ralston, 3.9 miles south of, 1,500 feet south of east-west road crossing 

track, top of stone milepost 47 marked " U. S. 806 "________ 805. 89

Ralston, 4.9 miles south of, 1,000 feet north of Jobes siding; point 

on top of stone milepost 48 marked " U. S. 816 "___________ 815.31

Ralston, 5.9 miles south of, 0.8 mile south of Jobes siding, 100 feet 

southwest of milepost 49, near west property fence; iron post 

stamped " 835 "__ _ ____________________ 835.070

Ralston, 7 miles south of, 1,000 feet south of north-south road crossing track; point on top of stone milepost 50, marked " U. S. 867 "_ 866.31

Skedee siding, 1.2 miles north of, near milepost 51, south bolt in east 

guard rail of trestle 50 D; marked " U.S.B.M. 846 "________ 845.24

Skedee siding, north end, near milepost 52, bolt on each side of switch 

stand marked "U. S."__ _ _________ ___________ 837.11

Skedee, southeast corner of hotel across track from station; iron 

post stamped " 834 " _______ ________ 833.419

Skedee, In front of station; top of rail 843.4.

Skedee, 0.7 mile south of; point on top of stone milepost 53 marked 

"U. S. 862"___________-_____________________ 861.60
72 SPHttT LEVELING IN OKLAHOMA, 1895-1912.

Fact.

Skedee, L7 miles southwest of, 300 feet northeast of Esau Junction; 

point on top of milepost 54 marked " U. S. 859 " ___ 858.47

Esau Junction, railway branch to Pawnee; top of rail at switch 855.8

Skedee, 2.6 miles south of, 530 feet north of milepost 55, where track 

passes through small cut, 2,300 feet north of Black Bear Creek 

Bridge 55 A, near west property line; iron post stamped " 848 "_ 847.135

Skedee, 2.t miles south of, opposite milepost 55, 2 feet west of track; 

top of rail driven in ground : . : 832.55

Bridge 55 A over Black Bear Creek; point on west side of south 

pier, marked " U. S. 826 " (railroad bench mark) ___'._______ 825.47

Skedee, 3.7 miles south of; point on top of stone milepost 56 marked 

" U. S. 817 " (railroad bench mark) __________________ 816.73

Skedee, 4.7 miles south of, 1,700 feet south of Cody; point on top 

of stone milepost 57 marked " "0. S. 819 "_______________ 819.03

Skedee, 5.8 miles south of, 650 feet north of crossing of St. Louis & 

San Francisco track; point- on top of stone milepost 58 marked 

"U. S. 816" (railroad bench mark)_________________ 845.83

Crossing of the Eastern Oklahoma branch and the St. Louis & San 

Francisco R. R.; rail___________________________ 845.4

Skedee, 5.8 miles south of, 1,000 feet east of crossing of the St. Louis 

& San Francisco R. R. and the Eastern Oklahoma branch, in northeast angle of road crossing former railroad, 75 feet north of track, 

near east road fence; iron post stamped " 862 "___________ 861.195

Crossing of the Eastern Oklahoma branch and the St. Louis & San 

Francisco R. R., U2 miles east of, north-south road crossing track, 

in northwest angle, 30 feet north of track, on west side of road 

embankment; point on top of large flat rock marked " TJ. S. 900 "__ 899.46

Casey, 0.3 mile west of, 150 feet east of north-south road crossing, 

near telegraph pole; point on stone 2 feet high marked "U. S. 

942 " _______._______________________________ 941. 96

Casey, in front of station; top of rail___'._____-___________ 934. 2

Casey, 1.2 miles east of, north-south road crossing, In southeast 

angle, near fence corner, 30 feet south of track; iron post

stamped " 881" ________________:_____.___________ 880. 354 

Valley Station, 2.1 miles east of Casey, east-west track, 10 feet

south of crossing post, north corner of gravel platform; top of

driftbolt through timbers marked " U. S. 915 "____________ 914.78 

Casey, 3 miles east of, 1,300 feet northwest of road crossing, west

end of small fill, 6 feet north of south property fence, 50 feet south

of marked telegraph pole, on top of gray sandstone; square hole

marked " U. S. 861"____.________________.____ 860.38 

Gasey, 4.4 miles southeast of, east end of steel bridge over creek and

north-south road, 75 feet northeast of, near north property fence;

Iron post stamped " 809 "_______________________ 808.800

T. 21 N., R. 7 E., corner of sees. 28, 33, 32, and 29; bolt driven flush

with ground at center of crossroad, marked on rock at fence corner

In southwest angle "U. S. 837"___________________ 836.34 

Casey, 6.2 miles southeast of, 1,000 feet southeast of Greenup station

signboard, at milepost 463; spike in telegraph pole marked " U. S.

857 " __________________1______________'_____ 856. 60 

Casey, 6.6 miles southeast of, east side of north pier of water tank,

at southeast corner; square marked "U. S. 872" __ _________ 871.05

Milepost 462; spike in, marked " U. S. 892 "_______________ 891.77
PEIMARY LEVELING. 73

Feet. 

Hallett station, north corner of building, 20 feet north of, near east

rail; square on concrete wall marked " U. S. 905 " ___ ___ 904.34 

Hallett, in front of Missouri, Kansas & Texas Ry. station; top of

rail ________________________________________ 941. 6 

Hallett, 0.4 mile east of, in bottom of milepost 256; spike marked

" U. S. 842 B. M."______________________________ 941. 62

FOND CREEK QUADRANGLE.

[Latitude 36° 30'-37° ; longitude 97' 30'-98°.]

From Medford east along Atchison, Topeka & Santa Fe By. to Deer Greek 

station. (Leveled twice.)

Medford, outer row of supports on north side of water tank, in southwest corner of east support; bottom of triangular hole_______ 1,099.161

Medford, crossing of Atchison, Topeka & Santa Fe and Chicago, 

Rock Island & Pacific tracks___________________ 1,090.4

Medford, 60 feet from east track of Atchison, Topeka & Santa Fe Ry. 

and Chicago, Rock Island & Pacific Ry., in southeast angle, in Texas 

limestone post; bottom of square hole, lettered "U. S. D B. M." 

(C. &.G. S. b. m. S)____________________________ 1,087.265

Medford, 1 mile east of, north of track; top of northwest bolt holding semaphore post, marked " Q U. S."___ __________ 1,084.26

Medford, 2 miles east of, on small trestle marked " 104 A"; top of 

last bolt at northeast corner, on guard rail __________ 1,085. 52

Medford, 3.3 miles east of, in southeast angle of road crossing, in 

top of second fence post (30 feet) west of second telegraph pole 

(200 feet) east of road; spike'bent over____.___________ 1,083.60

Medford, 3.3 miles east of, in southeast angle of road crossing, 140 

feet south of southeast fence corner; iron post stamped "1080"_ 1,079.892

Medford, 4.3 miles east of, in southeast angle of road crossing, in 

first telegraph pole east of road (10 feet); spike marked 

" U. S. 1085 "__________________________________ 1, 084. 36

Medford, 5.2 miles east of, in northeast angle of road crossing, in 

fence post 5 feet north of north rail under high end of cattle 

guard, on north side of post; head of a very twisted spike, marked 

" U. S. 1086 "________________________________ 1,085.14

Medford, 6.2 miles east of, in southeast corner of road crossing, on 

brace from corner of fence toward cattle guard, 1 foot from 'north 

(lower) end; cut on west plank 1,080.96

Medford, 6.2 miles east of, in northeast angle of road crossing, 10 

feet north of corner fence; iron post stamped " 1081" ___ 1,080.659

Hutchinson, south of milepost 109; top of vertical rail- ___ 1,110.14

Numa, 0.02 mile east of station, at bottom of south brace of mail 

crane; top of bolt_______ _ 1,117.20

Numa, 0.1 mile east of station, north of track, on south side of switch

stand; top of east spike, marked " U. S. 1116 "_____________ 1,115.83

Numa, 0.9 mile east of, in southeast angle of road crossing, in first 

telegraph pole east of road; spike marked " U. S. 1104"______ 1,103.25

Numa, 1.8 miles east of, in southwest angle of road crossing, spike in 

second telegraph pole west of road 1,107.92

Numa, 1.8 miles east of, in southwest angle of road crossing, 1 foot 

north of fence corner; iron post stamped' " 1108 "_____ ___ 1,107.729

Hutchinson, south of milepost 112; top of vertical rail _ 1,105. 03
74 SPIBIT LEVELING IN OKLAHOMA, 1895-1912.

Feet 

Numa, 2.8 miles east of, in southeast angle of road crossing, in first

telegraph pole east of road; spike marked " U. S. 1103 "______ 1,102.74 

Hutchinson, south of milepost 113; top of vertical rail________ 1,099.10 

Numa, 3.7 miles east of, in southeast angle of road crossing, in telegraph pole east of road; spike marked " U. S. 1094 "________ 1,093.55 

Deer Creek, in front of station; top of rail_______________ 1,087.4

NEWKIKK QUADRANGLE. 

[Latitude 36° 30'-37° ; longitude 97°-97° 30'.]

From Deer Creek east along Atchison, Topeka & Santa Fe By. to point 2.3 

miles east of Newkirk. (Leveled twice.)

Deer Creek, under west wall of station; a 4 by 6 inch timber in north

end of which is a spike marked " U. S. 1088 "___.________ 1,087.29 

Deer Creek, 0.3 mile east of .station, in southeast corner of road crossing, 1 foot east of corner fence post; iron post stamped " 1085 "__ 1,084.576 

Deer Creek, 0.3 mile east of, in southeast corner of road crossing, in

north side of corner fence post; spike________________ 1,084.46 

Hutchinson, south of milepost 115; top of vertical rail_________ 1,063.00 

Deer Creek, 1.3 miles east of, in southeast corner of road crossing,

in south side of corner fence post; spike marked " U. S. 1045 "___ 1,044.43 

Deer Creek, 2.2 miles east of, in southeast corner of road crossing, in

south side of corner fence post; spike marked " U. S. 1083"____ 1,082.88 

Hutchinson, south of milepost 117; top of vertical rail________ 1,078.4 

Deer Creek, 3.2 miles east of, in southwest corner of road crossing,

100 feet south of corner fence; iron post stamped " 1087 "____ 1,086.844 

Deer Creek, 3.2 miles east of, in southeast corner of road crossing,

on north side of crossing warning post; spike____________ 1,083.21 

Nardin, in front of station; top of rail__________________ 1,083.9 

Nardin, at north edge of station platform, 25 feet east of building,

2 feet south of track; spike on pile, marked " U. S. 1084 "______ 1,083.47 

Nardin, 0.8 mile east of station, 400 feet east of milepost 119, in telegraph pole south of track; spike_ _________________ 1,096.49 

Nardin, 1.1 miles east of, in southwest corner of crossing, in east

face of corner fence post; spike marked " U. S. 1095 "_______ 1,094.44 

Nardin, 2.2 miles east of, in northeast angle of road crossing, in west

face of fence post under north end of cattle guard; spike.____ 1,081.19 

Nardin, 2.2 miles east of, in southwest corner of road crossing, 1 foot

north of fence corner; iron post stamped " 1084 "_________ 1,083.836 

Nardin, 3.1 miles east of, in southeast corner of road crossing, in

north face of post 3 feet east of fence corner; spike marked " U. S.

1067 " ____________________________________ 1,067.07 

Nardin, 4 miles east of, in southeast corner of road crossing, in

south face of post under cattle guard; spike marked "U. S. 1065"- 1,065.04 

Nardin, 5.1 miles east of, in northeast corner of road crossing, on

brace from corner fence toward cattle guard, on west edge of plank;

point_____________________________________ 1, 050.22 

Nardin, 5.1 miles east of, in southwest corner of road crossing, 100

feet south of corner fence, corner common to sees. 24 and 19, T. 27

N., Rs. 1 and 2 W.; iron post stamped "1053 "___________ 1,052.696 

Nardin, 6.1 miles east of, southeast corner of road crossing, in post 1

foot south of corner fence; spike marked " U. S. 1046 " 1,045.08 

Nardin, 7.1 miles east of, in southeast corner of road crossing, in

north side of telegraph pole, 15 feet east of road at fence corner;

spike marked "U. S. 1062"________:______________ 1,061.93
PEIMAEY LEVELING. 75

Feet. 

Nardln, 7.6 miles east of, at curve on Atchison, Topeka & Santa Fe

Ry. toward southeast, at culvert 125 B, 18i inches south of northeast corner of culvert; nail_______________________ 1,034.78

Blackwell, at Blackwell and 12th avenues, 25 feet southwest of T, on 

northwest side of telephone post 1 foot above ground; spike marked 

" U. S. 1026 "________________________________ 1,026.45

Blackwell, in southwest corner of lawn on south side of city hall,, 20 

feet south of southwest corner of building; iron post stamped 

" 1020 " _ _____________________ i, 019. 635

Blackwell, 0.7 mile northeast of, trestle over Chilkaskia River, in west 

end of guard rail on south side; top of bolt marked " U. S. 1004 "__ 1,003.48

Blackwell, 1.4 miles northeast of, sees. 13 and 14, T. 27 N., R. 1 W., 

in northwest corner of road crossing, in south, side of warning post; 

spike marked " U. S. 999 "_________________________ 998. 56

Blackwell, 2.6 miles northeast of, corner of sees. 7, 12, 13, and 18, 

T. 27 N., Rs. 1 E and 1 W., Jn northwest corner of crossroads, 400 

feet east of tracks; iron post stamped " 1022 "____________ 1, 021. 647

Blackwell, 3.6 miles northeast of, 400 feet southwest of crossing, 1 

foot above ground in telephone post; nail marked "TJ. S. 1Q37"_ 1,036.54

Blackwell, 4 miles northeast of, corner of sees. 5, 6, 7, and 8, T. 27 N., 

R. 1 E., in northeast angle of road crossing, in north side of post 

of cattle guard; nail marked " U. S. 1047 "______________ 1,046.82

Blackwell, 5.1 miles northeast of, in north face of 6th. post west of 

second telegraph pole west of milepost 533; spike marked " U. S. 

1064 "____________________________________ 1,064.20

Blackwell, 5.6 miles northeast of, sees. 32, 33, 4 and 5, Tps. 27 and 

28 N., R. 1 E., in southwest corner of road crossing, 30 feet south 

of tracks; iron post stamped " 1079 "_________________ 1,079.415

Blackwell, 6.8 miles northeast of, sees. 28 and 33, T. 28 N., R. 1 E., 

in northeast corner of road crossing, in east face of corner fence 

post; spike marked "U. S. 1122"___.________________ 1,121.62

Blackwell, 7.2 miles northeast of, sees. 27 and 28, T. 28 N., R. 1 E., 

350 feet northeast of road crossing, 180 feet northeast of milepost 

531, in north side of telegraph pole; spike marked " U. S. 1129 "_ 1,129.45

Peckham, 100 feet south of southeast corner of station, at corner of 

fence south of road; iron post stamped " 1107 "____________ 1,107.433

Peckham, 0.6 mile northeast of, in southeast corner of road crossing, 

in west end of cattle guard; spike marked " U. S. 1128 " ______ 1,127.67

Peckham, 1 mile northeast of, in northeast angle of east-west road 

crossing, in west face of telephone pole; spike marked "U. &'. 

1143 " ____________________________________ 1,143.42

Peckham, 2.1 miles northeast of, in northwest angle of east-west road 

crossing, 60 feet west of track; spike in telegraph pole, marked 

" U. S. 1166 "_________________________ ______ 1,166. 39

Peckham, 3.4 miles northeast of, sees. 1 and 12, T. 28 N., R. 1 E., in 

northwest corner of road crossing, 100 feet west of track, near 

stone fence corner; iron post stamped " 1163 " 1,162. 767

T. 28 N., Rs. 1 and 2 E., corner of sees. 1, 6, 7, and 12, in northeast 

corner of crossroads, in top of stone fence post; cut marked 

" U. S. 1168 "_____________________ __________ 1,168. 33

T. 28 N., R. 2 E., corner of sees. 5, 6, 7, and 8, 450 feet west of, on 

southeast end of northeast wing wall of small bridge; cut marked 

"U. S. 1130":___________________ _____ 1,130.05
76 SPIBIT LEVELING IN OKLAHOMA, 1895-1912.

Feet. 

T. 28 N., R. 2 E., corner of sees. 4, 5, 8, and 9, in northeast corner of

crossroads, in telephone pole 1 foot south of east brace to corner

fence post; copper nail marked " U. S. 1139 "____________ 1,139. 28

T. 28 N., R. 2 E., corner of sees. 3, 4, 9, and 10, in northeast angle of 

crossroads, in north brace to stone fence corner; chiseled square 

marked " U. S. 1148 "__________________________ 1,152. 27

T. 28 N., R. 2 E., quarter corner between sees. 9 and 10, in center of 

road; top of stone-____________________________ 1,148.2

T. 28 N., R. 2 E., corner of sees. 9, 10, 15, and 16, in northeast corner 

of crossroads, 4 feet southeast of stone fence corner; iron post 

stamped " 1144 "_._____________________'________ 1,144. 312

T. 28 N., R. 2 E., corner of sees. 10,11, 14, and 15, in northeast corner 

of crossroads, southwest of and at base of stone fence corner; top 

of stone marked on east brace to corner " U. S.' 1154 "_______ 1,153.68

T. 28 N., R. 2 E., corner of sees. 14,15, 23, and 24, in northeast corner 

of crossroads, on top of corner fence post; temporary bench mark, 

marked "U. S. 1154"__________________________ 1,154.48

T. 28 N., R. 2 E., 0.3 mile west of quarter corner between sees. 14 

and 23, in fence post north of road; spike marked " U. S'. 1138 "_ 1,138.48

T 28 N., R. 2 E., quarter corner between sees. 14 and 23, at T road 

south, in post 10 feet west of division fence north of road; temporary bench mark________________________________ 1,156. 58

T. 28 N., R. 2 E., center of sec. 23, 0.5 mile north of Newkirk courthouse, 0.3 mile west of crossroads at northwest corner of town, in 

northwest angle on top of fence post; temporary bench mark___ 1,139. 83 -

Newkirk, 1 foot north of street end of east sidewalk to courthouse, 

1 foot west of main street sidewalk; iron post stamped " 1154 "__ 1,153.588

Newkirk, 1 mile east of, on south end of culvert, on west end of stone; 

chiseled square marked " U. S. 1147 "_________________ 1,147.29

T. 28 N., Rs. 2 and 3 E., corner of sees. 19, 24, 25, and 30, 50 feet 

west of crossroads, on south end of 'culvert, on west end of wall;. 

chiseled square marked " U. S. 1144 "_________________ 1,143. 78

T. 28 N., E. 3 E., corner of sees 19, 20, 29, and 30, in northwest corner 

of crossroads, on northeast corner of stone under south doorstep of 

schoolhouse; chiseled square marked " U. S. 1169 " ____ 1,169.17

From Newkirk east along: Atchison, Topeka & Santa Fe Ey. to point 3 miles 

southeast of Newkirk.

Newkirk, 0.2 mile east of, in base of semaphore; southwest bolt__ 1,147.56 

Newkirk, 0.9 mile southeast of; top of stone milepost 2_________ 1,157.84

Newkirk, 1.9 miles southeast of; top of stone milepost 3 __ 1,119.02 

Newkirk, 3.1 miles southeast of, sees. 5 and 6, T. 27 N., R. 3 E., In 

northeast corner of road crossing, near stone fence corner; iron 

post stamped "1100"____-___ __ - 1,099.712

WASHUNGA QUADRANGLE. 

[Latitude 36° 30'-37°; longitude 96° 30'-97°.]

From point 2.3 miles east of Newkirk east along highways to point 4.2 miles 

southeast of Foraker. (Leveled twice.)

T. 28 N., R. 3 E., corner of sees. 20, 21, 28, and 29, 300 feet northeast 

of crossroads, near fence north of road; iron post stamped " 1124 " 

(the 4 mark is indistinct from a flaw)___________:__'___ 1,123.675
PBIMAKY LEVELING. 77

Feet. 

Mound Valley School, in southeast corner of crossroads, on northwest

corner of cement flags at north door; chiseled square marked

"D. S. D"________________________________ 1,103.34 

T. 28 N., R. 3 E., quarter corner between sees. 22 and 27, 0.1 mile west

of, on stone base of pump, south of road, in northwest corner;

chiseled square marked " TJ. S. D 1039 "________________ 1,039.19 

T. 28 N., R. 3 E., corner of sees. 22, 23, 26, and 27, north side of road,

100 feet northwest of T road at corner, on southwest end of culvert;

cut________________________________________ 1,051.11 

T. 28 N., R. 3 E., 0.1 mile east of corner of sees. 23 and 26, on west

end of south side wall of stone bridge; chiseled square marked

"U. S. D 1013'.'______________________________ 1,032.90 

T. 28 N., R. 3 E., sees. 23 and 26, Arkansas River crossing section line,

on pier of steel bridge, north side, east end; top of rivet, marked

"U. S. B. M. 1019"_____________________.______ 1,019.14 

T. 28 N., R. 3 E., 0.3 mile east of east edge of sees. 24 and 25, on

top of prominent ridge, north of road, near fence; iron post

stamped " 1190 "___________________ J___________ 1,189. 965 

Sees. 19, 30, 25, and 24, T. 28 N., Rs. 3 and 4 E., on top of corner

stone; chiseled square marked "U. S. D 1159"___________ 1,159.46 

T. 28 N., R. 4 E., corner of sees. 20, 29, 30, and 19, on top of corner

stone; chiseled square marked "U. S. D 1121"__________ 1,121.37 

T. 28 N., R. 4 E., quarter corner between sees. 20 and 29, on small

stone bridge, west end, south wall; chiseled square marked " U. S.

B. M. D 1084"_______________.________________ 1,083.70 

T. 28 N., R. 4 E., corner of sees. 20, 21, 28, and 29, on top of corner

stone; chiseled square_________________________ 1,139.33

T. 28 N., R. 4 E., corner of sees. 22, 27, 28, and 21, in fence post

northeast of crossroads; copper nail marked " U. S. 1135 "____ 1,135.45 

T. 28 N., R. 4 E., quarter corner between sees. 22 and 27; top of stone

marked " 1/4 " ______________________________ 1,142.9 

T. 28 N., R. 4 E., northeast corner of sec. 27, 0.1 mile west of, south

of road, near fence, on ridge; iron post stamped "1181" (top of

post is beaten concave) _ _ __ _____ 1,180.726 

T. 28 N., R. 4 E., corner of sees. 23, 26, 27, and 22; top of stone___ 1,164.2 

T. 28 N., R. 4 E., corner of sec. 26, 0.2 mile east of, in corner fence

post; copper nail marked "U. S. 1203"-________________ 1,202.82

T. 28 N., R. 4 E., northwest corner of sec. 36, in corner fence post

southwest of; copper nail marked "U. S. 1205"____ _____ 1,205.32 

T. 28 N., R. 4 E., 950 feet northwest of corner of sec. 36,10 feet north

of small rock monument, in flat rock; aluminum tablet stamped

" 1180 " (stamped 11 feet too low) ___ ______ _____ _ 1,190. 999 

T. 28 N., R. 4 E., corner of sec. 36; top of stone marked " C 36 "___ 1,140.0 

T. 28 N., R. 4 E., about 0.2 mile northwest of south qua'rter of sec.

31, 150 feet northeast of Kirtley ranch house on Little Beaver

Creek, west brace of corner fence post; copper nail marked " U. S.

1033" ___________________________________ 1,034.37 

Tps. 27 and 28 N., R. 5 E., corner of sees. 5, 6, 31, and 32, 0.2 mile

east of, 15 feet southeast of T fence north of road; square hole in

flat rock marked " U. S. 1094 "_____________________ 1,095. 83 

T. 28 N., R. 4 E.,» 0.2 mile west of corner of sec. 33, on slight ridge

near fence; iron post stamped "1086"________________ 1,087.911
78 SPIRIT LEVELING IN OKLAHOMA, 1895-1912.

Feet 

T. 28 N., R. 5 E., quarter corner between sees. 34 and 35, 0.2 mile

southeast of, south of creek, 200 feet northeast of small house, in

top of post 5 feet north of T fence west; copper nail marked

"U. S. 1042"________^_______________________,_ 1,043.39 

T. 28 N., R. 5 E., 0.25 mile south of corner common to sees. 35 and 36,

north edge of section, on black walnut fence post, T fence west;

paint mark marked " U. S. 1112 "____________________ 1,113. 75 

T. 28 N., R. 5 E., corner of sees. 25, 26, 35, and 36; U. S. Land Office

post, stamped with figures inverted if referred to lettering of

post __ __ _________ 1, 084.5 

T. 28 N., R. 5 E., 0.4 mile west of township line, sees. 25 and 36, on

small ridgCj on fence line south of road; iron post stamped

" 1143 " ________ _______________________ 1,144. 434

T. 28 N., Rs. 5 and 6 E., corner of sees. 30, 31, 36, and 26; U. S. Land

Office post stamped " 1141"____________T _________ 1,142.01 

T. 28 N., R. 6 E., quarter corner between sees. 30 and 31; U. S. Land

Office post stamped " 1149 "_______________________ 1,150.48 

T. 28 N., R. 6 E., corner of sees. 29, 30 31, and 32; U. S. Land Office

post stamped " 1180 "________________:_________ 1,181.77 

T. 28 N., R. 6 E., quarter corner between sees. 29 and 30; U. S. Land

Office post (top of post bent) stamped " 1159 "___________ 1,160.10 

T. 28 N., .R. 6 E., corner of sees. 28, 29, 32, and 33, 20 feet southeast

of U. S. Land Office post, southeast fence corner at crossroads; iron

post stamped " 1147 "______^____________________ 1,147.444 

T. 28 N., R. 6 E., line between sees. 28 and 33 crossing Salt Creek,

in blazed elm tree on east bank, in branch on southwest side, 1.5

feet above ground; copper nail marked "U. S. 1114"________ 1,115.15 

T. 28 N., R. 6 E., quarter corner between sees. 27 and 34; U. S. Land

Office post stamped "1183"_______________________ 1,184.94 

T. 28 N., R. 6 E., corner of sees. 26, 27, 34, and 35; U. S. Land Office

post stamped " 1209 "_ ________________________ 1,210.16 

T. 28 N., R. 6 E., 0.2 mile east of corner of sees. 26, 27, 34, and 35, at

brink of hill; iron post stamped " 1217 "_______________ 1, 218.168 

T. 28 N., R. 6 E., corner of sees. 25, 36, 35, and 26; U. S. Land Office

post stamped " 1154 " _______ _ __________ 1,155. 00

T. 28 N., R. 6 E., line between sees. 25 and 36 crossing Elm Creek, on

west bank; point on rock marked " U. S. 1142 "____________ 1,143.4 

T. 28 N., Rs. 6 and 7 E., corner of sees. 30, 31, 25, and 36, corner fence

post southeast of crossroads; copper nail marked " U. S. 1223 "__ 1,224.08 

Foraker, southwest corner of townsite, 0.5 mile west of station, center

of road; cross on top of stone marked on fence post 15 feet northwest " U. S. 1247 "_____________________________ 1,248.78 

Foraker, building of Bank of Foraker, in southwest corner of pillar

base at door; aluminum tablet stamped " 1274 "__________ 1,274. 970 

Foraker, south edge of platform, 20 feet southwest of building; nail

marked " U. S. 1270 "_____1___________________ 1,271.26 

Foraker, 0.9 mile east of, on north guard rai\ at east end of trestle

2253; top of bolt marked " U. S. 1265 "________________ 1,266.19 

Foraker, 2 miles east of, on trestle 2242, on south guard rail, 15

feet east of west end; top of bolt____________________ 1, 238.03 

Foraker, 3.2 miles east of, 450 feet east of milepost 223, on property

fence, 50 feet south of road, in top of post; copper nail _ 1,215.91
PRIMARY LEVELING. 79

Feet. 

Foraker, 3 miles east of, north of road, 150 feet east of mllepost 223,

50 feet north of railroad at curve; iron post stamped " 1218 "___ 1,219.809 

Foraker, 4.2 miles southeast of, 3.3 miles northwest of Blackland, 450

feet east of milepost 222, on fourth post east of telegraph pole;

copper nail marked " U. S. 1185 "___________________ 1,186.36

From point 8 miles southeast of Newkirk southeast and south along Atchlson, 

Topeka & Santa Fe Ky. to Ralston.

Newkirk, 4.1 miles southeast of, 1,600 feet north of road crossing 

south of milepost 5, at north end of cut, east of track; point on 

rock marked " U. S. 1125"______________________ 1,124.74

Newkirk, 4.9 miles southeast of, 2,800 feet southeast of crossroads, on 

top of stone milepost 6; point marked " U. S. 1135 " (railroad bench 

mark) ____________________________________ 1,134. 56

Mervine siding, at crossing of east-west road in northeast corner near 

corner offence; iron post stamped "1150" _ _ __ 1,149.598

Mervine siding, 1 mile southeast of stone milepost 8; point on marked

"U. S. 1123" (railroad bench mark)__________________ 1,123.32

Mervine siding, 2 miles southeast of, 100 feet west of milepost 9, 

southeast corner of stone culvert 8 d; chiseled square marked " U. S. 

1098" (railroad bench mark)_____________________ 1,097.58

Mervine siding, 3 miles southeast of, 200 feet north of milepost 10, in 

northeast corner of farm-road crossing, near property fence; iron 

post stamped "1171" (stamping is evidently in error)__ ___ 1,070.454

Mervine siding, 4 miles southeast of, 100 feet east of north-south 

road crossing; top of stone milepost 11, marked " U. S. 1048 "_.__ 1,048.11

Uncas, in front of station; top of rail___________________ 1,032. 6

Uncas, 0.3 mile east of, at milepost 12; top of rail driven in ground 

marked " U. S. 1025"__________________________ 1,024.66

Uncas, 1.4 miles southeast of, 300 feet east of milepost 13, at northsouth road crossing, 200 feet south of track; iron post stamped 

" 993 "___ _ __________ 992. 575

Uncas, 2.3 miles southeast of, 800 feet north of north-south road crossing; top of stone post marked " U. S. 990 "_ ____________ 990.07

Uncas, 3.3 miles southeast of; top of stone milepost 15, marked " U. S.

983 " _____ _ __ __________________ 983. 30

Uncas, 4.5 miles southeast of, 700 feet east of milepost 16, at northsouth road crossing, south of track, near east cattle-guard fence; 

iron post stamped "989" _ 989.286

Kaw, 0:4 mile west of, 300 feet east of east-west road crossing; point 

on top of stone milepost 17 marked " U. S. 985 " __ __ 984. 42

Kaw, in front of station; top of rail marked on west edge of- brick 

platform " U. S. 985" _ _____________ 984.5

Kaw, 0.7 mile east of, 170 feet east of milepost 18, on south end of 

west pier of Arkansas River railroad bridge; square marked " U. S. - 

B. M. 991" ____ __ 990.94

Arkansas River, bridge 18 A, at south end, on east pier (railroad 

bench mark) 1 995. 71

Kaw, 1.7 miles east of, 800 feet west of Soldani stockyard switch, 

in cut on top of ridge, 550 feet northeast of milepost 19, near north 

property fence; iron post stamped " 1035 " _ __ 1,034.427
80 SPIRIT LEVELING IN OKLAHOMA, 1895-1912.

Feet. 

Kaw, 2.8 miles east of, 1,100 feet east of north-south road crossing;

point on top of stone'milepost 20 marked " U. S. 1049 "_______ 1,048. 98

Kaw, 3.8 miles east of; top of stone milepost 21, marked " 1075 "__ 1,064.47

Kaw, 5 miles southeast of, 1,100 feet southeast of stone milepost 22, 

in southeast corner of east-west road crossing, near corner fence; 

iron post stamped " 1029 "________________________ 1,015. 951

Kaw, 5.1 miles southeast of, 2,200 feet west of north-south road crossing; point on top of stone milepost 23, marked " U. S. 1009 "___ 998. 80

Kaw, 6.7 miles southeast of; point on top of stone milepost 24, marked 

"U. S. 974" (railroad bench mark)__________________ 964.25

Burbank, 0!7 mile northwest of; point on top of stone milepost 25, 

marked "U. S. 946" (railroad bench mark) __________ 945.91

Burbank, 150 feet southeast of station, in northeast corner of eastwest road crossing, near corner of fence; iron post stamped " 935 "_ 935.265

Burbank, in front of station; top of rail 937. 4

Milepost 26; point on top____________ ____________ 931. 9

Burbank, 1.7 miles southeast of; point on top of stone milepost 27, 

marked " U. S. 926 "___________________________ 926.14

Burbank, 2.7 miles southeast of, 1,300 feet south of east-west road 

crossing, 150 feet southwest of milepost 28, near west property 

fence; iron post stamped "914" 914.149

Burbank, 3:7 miles southeast of, 100 feet south of small stream; point 

on top of stone milepost 29, marked " U. S. 899 " (railroad bench 

mark) _ __ _ 899. 01

Remington, 0.3 mile north of station; point on top of stone milepost 

30, marked " U. S. 888" (railroad bench mark)______ __:__ 887.48

Remington, in front of station; top of rail, marked " U. S. 886 "___ 885. 5

Remington, 0.7 mile southeast of, 200 feet east of milepost 31, near 

north property fence, 60 feet from rock marked " > II. S. B. M.," 

blazed tree 60 feet south, in 3-foot rock; aluminum tablet stamped 

" 881"____________________________________ 881.093

Remington, 1.7 miles southeast of, 400 feet south of east-west 

road; point on top of stone milepost 32, marked "U. S. 872"__ 872.09

Remington, 2.7 miles southeast of, 900 feet northwest of northsouth road crossing; point on top of stone milepost 33, marked 

"U. S. 867" (railroad bench mark) ____ 866.54

Remington, 3.7 miles south of, 100 feet northwest of milepost 34, 

near north property fence; iron post stamped "851"_________ 849.553

Remington, 4.7 miles south of, 150 feet east of north-south road 

crossing; point on top of stone milepost 35, marked " U. S. 854 "__ 853.09

Remington, 5.7 miles south of, 250 feet east of north-south farm-road 

crossing; point on top of stone milepost 36, marked " U. S. 853 " 

(railroad bench mark) 851.55

Fairfax, 0.6 mile north of, 200 feet west of north-south road crossing, 

in cut; point on top of stone milepost 37, marked " U. S. 843 "___ 842. 05

Fairfax, in angle of brick platform, 15 feet southeast of station 

building; iron post stamped "843 "_____ _____ 841. 300

Top of stone milepost 38, marked ".835 U. S." "~_ __:_____. 834.1

Fairfax, 1.3 miles south of, in top of stone milepost 39; fossil shell 

marked "U. S. 814"_________ 814.02

Fairfax, 2.3 miles south of, 600 feet north of east-west road crossing 

near trestle; point on top of stone milepost 40, marked "U. S. 

307 " (railroad bench mark) _____ 806.31
PBIMAEY LEVELING. 81

Fairfax, 2.6 miles south of, 300 feet south of east-west road crossing, 

15 feet east of west property fence, 900 feet south of milepost 40; 

iron post stamped " 819 "________________________ 818.311 

Fairfax, 3.4 miles south of, 1,200 feet northeast of railroad bridge 

across Arkansas River; point on top of stone milepost 41, marked 

"TJ. S. 811" (railroad bench mark)___________________ 810.4.3 

Arkansas River, north end of railroad bridge over__________ 810.9 

Arkansas River, surface of water under railroad bridge, June 8, 1912_ 788 

Arkansas River, south end of railroad bridge over___________ 811 

Ralston, 1 mile north of, 1,000 feet north of east-west road crossing;

point on top of stone milepost 42, marked " U. S. 807 "_______ 806.46 

Ralston, in front of station; top of rail_________________ 810.5 

Ralston, 150 feet southwest of Atchison, Topeka & Santa Fe Ry. 

station, at west property fence; iron post stamped "805"_____ 804.905

Agra, Chandler, Mallon, Maud, Prague, Sac aud Fox, aud Shawnee Quadrangles. 

LINCOLN, PAINE, AND POTTAWATOMIE COUNTIES.

The elevations in the following list were determined by primary 

leveling, a prism level and yard rods' being employed.

The leveling was done in 1905 by E. T. King; additional leveling 

in the Shawnee quadrangle, along the Choctaw, Oklahoma & Gulf 

E. K., was done in 1897 by E. L. Faison.

AGRA QUADRANGLE.

[Latitude 35° 45'-36° ; longitude 96° 45'-97°.]

From Ferkins northeast along Atchison, Topeka & Santa Fe Ry. to Ripley.

Feet. 

Perkins, 3.0 miles east of, north-south road crossing, in northwest

fence corner, 200 feet northeast of milepost 33; iron post stamped

" 832 Adj 1903 " _____ __ _ __________. _ 830. 663

Payne County, 125 feet east of township line between Rs. 3 and 4 E., 

T. 17 N., 10 feet south of track, in rock cliff; aluminum tablet 

stamped "827 Adj 1903"___________-________-______ 825.813

From Gushing southwest along Missouri, Kansas & Texas Ry. to Carney.

Gushing, 0.25 mile west of Santa Fe station on Missouri, Kansas and 

Texas Ry., 2,000 feet southwest of railroad crossing; at west end 

of cut, at private-road crossing, 50 feet north of track; iron post 

stamped " 966 Adj 1903 " (elevation 962.169 by railroad) __ 965. 046

Gushing, 3.5 miles southwest of, in Lincoln County, at county line, 

100 feet south of corner of sees. 17, 18, 19, and 20, in south fence 

corner in right-of-way; iron post stamped "1036 Adj 1903" ___ 1,034.431

Agra, 4.0 miles northeast of, north-south road crossing, in southwest 

corner of fence; iron post stamped " 1049 Adj 1903 " _ __ 1,047. 506

Agra, 0.5 mile east of, north-south road crossing, in southwest fence 

corner, 400 feet east of milepost 290; iron post stamped " 1034 Adj 

1903 " ______________________________________ 1, 032. 635

Agra, in front of station; top of rail 1,035.5

Agra, 2.5 miles southwest of, east-west road crossing, in north fence 

corner in railroad right-of-way; iron post stamped "1036 Adj 

1903 " __________________._,. -,,_« ______ ___ 1, 034. 442

13599° Bull. 564 14 6
82 SPIRIT LEVELING-IN OKLAHOMA, 1895-1912.

Feet 

Tryon, 1.0 mile east of, north-south road crossing, 100 yards southeast

of section corner, in southwest fence corner; iron post stamped 

"1032 Adj 1903"________________________________ 1,030.655 

Carney, 3.0 miles northeast of, east-west road crossing, 300 feet north 

of milepost 299, in northwest fence corner, 150 yards east of section 

corner; iron post stamped "1025 Adj 1903"_____________ 1,023.362

From Agra south along road to Chandler.

T. 16 N., R. 4 E., corner of sees. 14, 15, 22, and 23, near northwest 

fence corner in public right-of-way; iron post stamped "942 Adj 

1903 " _______________________________________ 940. 702

Tps. 15 and 16 N., R. 4 E., corner of sees. 34 and 35 (Osage), and 2 

and 3 (Union), 2 feet from southeast fence on corner post; iron 

post stamped " 917 Adj 1903 "______________________ 915. 642

T. 15 N., R. 4 E., line between sees. 22 and 23, 570 yards north of . 

corner to sees. 22, 23, 26, and 27, on north face of hill near brow, 4 

feet west of east fence line, in depression in rock ledge; aluminum 

tablet stamped " 921 Adj 1903 "___________________- 919.350

From Davenport north along Eastern Oklahoma B. R. to milepost 95.

Milepost 99,12 feet west of track, in top of milepost; aluminum tablet

stamped " 824 Adj 1903 "__________________________ 822. 655 

Kendrick, in front of station; top of rail________________ 834. 5 

Kendrick, 2.0 miles north of, at east-west road crossing, on township 

line, in northwest corner of intersection, 75 feet north of milepost 

95, in base of rock ledge; aluminum tablet stamped " 869 Adj 

1903 " ______________________________________ 867. 588

CHANDLER QUADRANGLE.

[Latitude 35° 30'-35° 45'; longitude 96° 45'-97°.]

From Lowe east along Chicago, Rock Island & Pacific R. R. to Chandler, 

thence east over St. Louis & San Francisco R. R. to Davenport.

Chandler, 7.0 miles northwest of, north-south road crossing, in southwest fence corner, on railroad right of way; iron post stamped 

" 890 Adj 1903 "_._____________________________ 888. 355

Chandler, 2.0 miles northwest of, north-south road crossing, on eastwest township line, in southeast fence corner on railroad right of 

way; iron post stamped " 867 Adj 1903 "_______________ 865. 870

Chandler, 150 feet southwest of station, on north side of road, ,near 

sidewalk and next to crossing post; iron post stamped "865 Adj 

1903 "__________ __________________________ 863. 271

Chandler, 1.5 miles northeast of, under bridge over track at northsouth road crossing, half section line on section 3, 8 feet south 

of track; iron post stamped " 977 Adj 1903 "____________ 975. 743

T. 14 N., Rs. 4 and 5 E., township line, north-south road crossing, 

10 feet north of track, 1 foot south of crossing post; iron post 

stamped " 886 Adj 1903 "_________________________ 884. 729

pavenport, at crossing of St. Louis & San Francisco and Atchison 

Tppeka & Santa Fe railroads, 50 feet north of former, 50 feet west 

Of latter, at corner of right-of-way fence; iron post stamped "840
PBIMABY LEVELING. 83

c

From Davenport southwest along Eastern Oklahoma branch of the Atchison, 

Topeka & Santa Fe By. to Meeker.

Feet.

Milepost 106, on top of; aluminum tablet stamped " 886 Adj 1903 "__ 8£3.337

Sparks, 1.0 mile north of station, 725 feet north of crossing of Atchison, Topeka & Santa Fe Ry. and Fort Smith & Western R. R., on 

stone milepost 109; aluminum tablet stamped " 798 Adj 1903 "__ 796. 325

Sparks, in front of station; top of rail__________________ 808.

Sparks, 2.0 miles southwest of, 630 yards north of line between sees. 

24 and 25, T. 13 N., H. 4 E., in stone milepost; aluminum tablet 

stamped "819 Adj 1903 "________________________ 817.141

Payson, 0.5 mile south of, 5.0 miles southwest of Sparks, 0.5 mile 

south of township line, in sec. 2, T. 12 N., R. 4 E., in stone 

milepost 115; aluminum tablet stamped " 836 Adj 1903 "______ 833. 886

T. 12 N., R. 5 E., corner of sees. 7, 8,17, and 18, near southeast corner 

of fence; iron post stamped "1051 Adj 1903" (the above b. m. 

on a circuit east of track)_______________________ 1,049.706

T, 12 N., R. 4 E., corner of sees. 10, 11, 14, and 15, near southeast 

corner of fence, in public right of way; iron post stamped "871 

Adj 1903"_____________________________________ 869. 561

Meeker, 0.5 mile north of, T. 12 N., R. .4 E., sec. 17, in stone milepost 

119; aluminum tablet stamped "866 Adj 1903"_________^_ 864.108

Meeker, in front of station; top of rail _ 869.

From Warwick east along St. Louis & San Francisco R. R. to Chandler.

Warwick, 0.8 mile east of station, at De Bolt siding, north-south 

road crossing, between sees. 16 and 17, in northwest fence corner, 

in railroad right of way; iron post stamped " 865 Adj 1903 "___ 863. ^49

Warwick, 3.0 miles east of, north-south road crossing, between sees. 

14 and 15, 1,000 feet east of milepost 500, 10 feet north of railroad 

crossing post, in right of way ; iron post stamped " 834 Adj 1903 "__ 832. 598

Chandler, 4.0 miles southwest of, north-south road crossing (between 

sec. 24, McKinley Township, and sec. 19, Chandler Township), 

8 feet north of tracks, near crossing post, in right of way; iron 

post stamped " 825 Adj 1903 "_______________________ 822. 932

From Warwick southwest along Fort Smith & Western R. R. to Sparks, thenco 

to point 3 miles east of Sparks.

McKinley Township, between sees. 23 and 24, north-south road crossing, 10 feet north of track, in public right of way, near railroad 

crossing post; iron post stamped "826 Adj 1903"________ 824.652

Chandler Township, between sees. 30 and 31, east-west road crossing, northeast fence corner, railroad right of way; iron post 

stamped " 817 Adj 1903 "_________ ____________ 815. 636

Chandler Township, between sees. 32 and 33, north-south road crossing, 25 feet north of railroad, near crossing post in public right 

of way; iron post stamped " 828 Adj 1903 "______________ 825. 909

Chandler, 4.8 miles southeast of, north-south road crossing, northeast fence corner, in railroad right of way, 12 feet north of track; 

iron post stamped " 802 Adj 1903 "___________________ 800. 341

Crossing of Fort Smith & Western and Atchison, Topeka & Santa Fe 

 railroads; on north rail____ _____________________ 803.

Chuckaho, in front of station; top of rail-,^-.,.,,^^..,,,.^..,..,___ 834.
84 SPIBIT LEVELING IN OKLAHOMA, 1895-1912.

0

Feet. 

Sparks, 3.0 miles east of, east-west road crossing, 0.25 mile west of

corner of sees. 9, 10, 15, and 16, 10 feet north of track, in rock

ledge; aluminum tablet stamped " 838 Adj 1903 "__________ 836. 502

From Sparks 3.5 miles northeast along road.

T. 13 N., R. 5 E., corner of sees. 3, 4, 9, and 10, near northwest comer 

of right of way, 200 yards east of Deep Fork, in sunken bowlder; 

aluminum tablet stamped " 785 Adj 1903 "______________ 783. 556

From Meeker west along highway 3 miles, thence north 6 miles, thence east 

3 miles, thence north to Midlothian.

T. 12 N., R. 3 E., corner of sees. 15, 16, 21, and 22, at northwest fence

corner post; iron post stamped "928 Adj 1903"__________ 919.686

Tps. 12 and 13 N., R. 3 E., sees. 3 and 4 of the former and 33 of the 

latter, 10 feet east of southeast fence corner; iron post stamped 

"898 Adj 1903"__________ ___________________ 896.604

T. 13 N., R. 3 E., corner of sees. 15, 16, 21, and 22, near southeast fence

corner in public right of way; iron post stamped " 979 Adj 1903 "_ 977. 836

T. 13 N., Rs. 3 and 4 E., corner of sees. 13, 14, 18, and 19, near southeast fence corner in public right of way; iron post stamped "929 

Adj 1903" ________ 1-_ __ _________ 927.677

T. 13 N., R. 4 E., quarter corner between sees. 16 and 17, east side 

of public right of way, in sunken bowlder, 1 foot from fence line; 

aluminum tablet stamped " 961 Adj 1903 "______________ 959.103

MALLON QUADRANGLE. 

[Latitude 35° 45'-36° ; longitude 96° 30'-96° 45'.]

From milepost 95 north along Eastern Oklahoma branch of the Atchison, Topeka 

& Santa Fe Ry. to Cashing.

Milepost 91, in top of, 17 feet west of track; aluminum tablet 

stamped "948 Adj 1903"__________________________ 946.590

Gushing, 4.0 miles south of, in top of milepost 87; aluminum tablet 

stamped "857 Adj 1903"________________________ 855.023

From Stroud north along road and west to Cashing.

Stroud, 3.0 miles north of, T. 15 N., R. 6 E., corner of sees. 3, 4, 9, and 

10, near northwest fence corner in public right of way; iron post 

stamped " 908 Adj 1903 "_________________ _______ 906. 067

Stroud, 6.0 miles north of, T. 16 N., R. 6 E., at corner of sees. 21, 22, 

27, and 28, Ponca township, in buried bowlder 2 feet from southwest corner; aluminum tablet stamped " 926 Adj 1903 "______ 924. 527

T. 16 N., R. 6 E., corner of sees. 3, 4, 9, and 10, 2 feet from northwest 

fence corner, in buried bowlder; aluminum tablet stamped " 997 

Adj 1903 " _________________________________ 994. 860

T. 17 N., R. 6 E., 700 yards north of corner of sees. 27, 28, 33, and 34, 

12.5 feet east of west fence line, at large rock basin in public right 

of way, in rock ledge; aluminum tablet stamped " 871 Adj 1903 "__ 869. 571

Gushing, 0.5 mile south of, 6.0 miles east of, corner of sees. 3, 4, 9, 

and 10, 2 feet from southeast fence corner, in bowlder; aluminum 

tablet stamped "894 Adj 1903"____________________ 892.078

Gushing, 0.5 mile south and 3.0 miles east of, corner of sees. 6, 7, 1, 

and 12, 500 feet east of corner and township line, 7 feet north oi' 

south fence line, in rock; aluminum tablet stamped "874 Adj 

1903 " ,, 871. 904
PEIMAKY LEVELING. 85

MAUD QUADRANGLE, 

[Latitude 35°-35° 15'; longitude 96° 45'797°.]

From Tecumseh southwest along Eastern Oklahoma branch of the Atchlson, 

Topeka & Santa Fe Ry. to McComb.

Feet. 

T. 9 N., R. 3 E., sec. 27, in stone milepost 140; aluminum tablet

stamped "987 Adj 1903"_r_____________________ 985.222 

T. 8 N., R. 3 E., sec. 11, in stone milepost 143; aluminum tablet

stamped " 931 Adj 1903 "_________________________ 929. 289 

McComb, 1.0 mile northeast of station, T. 8 N., R. 3 E., sec. 21, in

stone milepost 146; aluminum tablet stamped " 931 Adj 1903 "__ 928. 968

From Avoca north along road to point near Sew ell, thence north to point 2 

miles east of Tecumseh.

Tps. 6 and 7 N., Rs. 3 and 4 E., corner of, 20 feet east of northeast 

fence corner; iron post stamped " 1070 Adj 1903 "__________ 1,068.051

T. 7 N., Rs. 3 and 4 E., corner of sees. 13, 24, 18, and 19, near northwest corner fence post; iron post stamped " 896 Adj 1903 "____ 894.915

Romulus, in front of station; top of rail __ _ ___ 915.

Tps. 7 and 8 N., Rs. 3 and 4 E., corner of, near northwest fence corner; iron.post stamped "1015 Adj 1903"_______________ 1,013.583

T. 8 N., Rs. 3 and 4 E., 175 feet north of corner of sees. 13, 24,18, and 

19, in west fence line; iron post stamped " 998 Adj 1903 "_____ 996.136

Tps. 8 and 9 N., Rs. 3 and 4 E., corner of, near southeast fence corner; irpn post stamped "1030 Adj 1903"______________ 1,028.776

T. 9 N., R. 4 E., corner of sees. 28, 29, 32, and 33, near northwest fence 

corner; iron post stamped "1027 Adj 1903"_____________ 1,025.822

PRAGUE QUADRANGLE.

[Latitude 35° 15'-35° 30'; longitude 96" 30'-96° 45'.] 

Near Prague.

Prague, 1.0 mile south of, on Lincoln-Pottawatomie county line, 10 

feet south of southwest fence corner post, in sunken bowlder; 

aluminum tablet stamped " 961 Adj 1903 "______________ 959.009

Prague, 2.0 miles south by 2.0 miles west of, T. 11 N., Rs. 5 and 6 E., 

corner of sees. 1, 6, 7, and 12, 12 feet west of southwest fence corner, in sunken bowlder; aluminum tablet stamped " 985 Adj 1903 "_ 983.190

T. 11 N., R. 5 E., sees. 10, 11, 14, and 15, near southwest fence corner 

post in east-west fence line, in sunken bowlder; aluminum tablet 

stamped "975 Adj 1903"________________________ 973.143

T. 12 N., Rs. 3 and 4 E., corner of sees. 13, 24, 18, and 19, 50 feet east 

of corner at south fence line; iron post stamped " 977 Adj 1903 "__ 975. 866

SAC AND FOX 15' QUADRANGLE.

[Latitude 35° 30'-35° 45'; longitude 96° 30'- 96° 45'.]

From Prague north along road to Stroud, thence west to Davenport.

Prague, 3.5 miles north of, 55 feet northwest of corner of sees. 4, 6, 

8, and 9, near northwest fence corner; iron post stamped " 949 Adj 

1903 " ______________________________________ 947. 390

Arlington, 250 feet east and 24 feet south of corner of sees. 20, 21, 

28, and 29, 16 feet north of south fence line, in public right of way, 

In rock; aluminum tablet stamped " 912 Adj 1903 "________ 910. 624
86 SPIRIT LEVELING IN OKLAHOMA, 1895-1912.

Feet. 

T. 13 N., R. 6 E., on line between sees. 21 and 28, at bridge over Deer

Creek, on north end of east stone abutment; chiseled circle with

dot in center______________________________ 819. 757

T. 13 N., R. 6 E., 375 feet northeast of corner of sees. 14, 15, 22, and 

23, in public right of way, 31 feet east of west fence line, in rock 

outcrop; aluminum tablet stamped " 868 Adj 1903 "________ 866.151

Sac and Fox Agency, 2.0 miles south and 1.0 mile east of, 560 feet 

north of, corner of sees. 2 and 3, North Creek Township, and 34 

and 35 South Keokuk Township, 7 feet east of west fence line, in 

rock outcrop; aluminum tablet stamped " 823 Adj 1903 "_____ 821.434

Sac and Fox Agency, 1.0 mile east of, near corner of sees. 22, 23, 26, 

and 27, in public right of way, 1 foot from northwest fence corner; 

iron post stamped " 757 Adj 1903 "___________________ 755. 018

Stroud, 0.5 mile east and 2.5 miles south of, corner of sees. 2, 3, 10, 

and 11, near northwest fence corner; aluminum tablet stamped 

" S07 Adj 1903 "________________________________ 804. 717

Stroud, 0.25 mile east of station, half-section line crossing, at northwest fence corner; iron post stamped " 895 Adj 1903 "_______ 893.394

Stroud, in front of station; top of rail_____________________ 884.

Stroud, 2.25 miles west of, at north-south public-road crossing, in 

public right of way near northeast fence corner; iron post stamped 

" 907 Adj 1903 "_________________________________ 905. 499

Davenport, 2.0 miles northeast of, at east-west road crossing, west 

of railroad, in public right of way; iron post stamped " 807 Adj 

1903 " ___________________________ ________ ° 805.177

From Stroud southeast to check Indian Territory levels. (Mean of direct and

reverse lines.)

Stroud, 3.0 miles southeast of, near corner of Tps. 14 and 15 N., 

Rs. 6 and 7 E.; iron post stamped " 878 "_______________ 878.491

From point near Sparks northeast along road to Sac and Fox Agency.

Tps. 13 and 14 N., R. 5 E., 50 feet northeast of corner to sees. 2, 3, 

34, and 35, near northeast fence corner, in sunken bowlder; aluminum tablet stamped " 784 Adj 1903 "____________'______ 782. 418

Township corner, Tps. 13 and 14, Rs. 5 and 6 E., in public right of 

way, near southeast fence corner, in sunken bowlder; aluminum 

tablet stamped " 787 Adj 1903 "_____________________ 785. 052

Sac and Fox, 1.0 mile west of, corner of sees. 20, 21, 28, and 29, T. 

14 N., R. 6 E., near northwest fence corner, in public right of way, 

in sunken bowlder; aluminum tablet stamped " 766 Adj 1903 "__ 764. 610

Sac and Fox, 1.0 mile west by 2.0 miles north of, corner of sees. 8,9, 

16, and 17, T. 14 N., R. 6 E., near southeast fence corner in public 

right of way; iron post stamped " 815 Adj 1903 "__________ 813.681

From point near Sparks southwest along Fort Smith & Western R. R. to Prague.

T. 13 N., R. 5 E., 0.25 mile south of corner to sees. 22, 23, 27, and 26, 

on line between sees. 27 and 26, 11 feet north of track; iron post 

stamped "815 Adj 1903"________________________ 813.210

Wilzetla, in front of station; top of rail_________________ 830.

Wilzetla, 0.25 mile southeast of station, at road crossing between sees. 

1 and 2, South Seminole Township, 12 feet north of tracks near 

crossing post, in public right of way; iron post stamped " 825 Adj 

1903 "_______________________________________ 823. 697
PEIMAKY LEVELING. 87

Feet. 

Prague, 3.0 miles northwest of, at public-road crossing near trestle

1625,12 feet east of railroad, near crossing post; iron post stamped

"860 Adj 1903"________________________________ 858.537

SHAWNEE QUADRANGLE.

[Latitude 35° 15'-35° 30'; longitude 96° 45'-97°.]

From Meeker south along Eastern Oklahoma branch of the Atchison, Topeka & 

Santa Fe Ry. to Tecumseh.

Meeker, 3 miles southwest of, T. 12 N., R. 4 E., sec. 31, in stone 

milepost 122; aluminum tablet stamped "924 Adj 3903"_____ 922.564

Aydelotte, in front of station; top of rail __________:____ 976.

Meeker, 5.5 miles south of, 7.0 miles north of Shawnee Township, 

T. 11 N., R. 4 E., sec. 18, in stone milepost 125; aluminum tablet 

stamped "993 Adj 1903"________________________ 991.634

Shawnee, 4 miles north of, T. 11 N., R. 4 E., sec. 31, in stone milepost

128; aluminum tablet stamped "1002 Adj 1903"___________ 1,000.716 

Shawnee, 1 mile north of station, T. 10 N., R. 4 E., sec. 18, in stone

milepost 131; aluminum tablet stamped " 1040 Adj 1903 "____ 1,038.503 

Shawnee, in front of Santa Fe station; top of west rail of east

track____________________________________ 1,015. 5 

Shawnee, 2 miles south of, on stone milepost 134; aluminum tablet

stamped "997 Adj 1903"__________________^______ 995.031 

Tecnmseh (Santa Fe station), in front of; top of rail___ 1,042. 

Tecumseh, 0.5 mile southwest of, in stone milepost 137; aluminum

tablet stamped "1058 Adj 1903"___________________ 1,056.192

From Shawnee east along road 8 miles, thence north 5 miles, thence east to

Bellemoni.

Shawnee, 2 miles east of T. 10 N., R. 4 E., corner of sees. 9, 10, 15, 

and 16; 65 feet north of stream bed, in rock ledge near traveled 

roadway; aluminum tablet stamped "982 Adj 1903"_______ 979.815

T. 10 N., Rs. 4 and 5 E., 100 yards north of corner of sees. 1, 

12, 6, and 7, in west fence line, opposite road leading east, in 

sunken bowlder; aluminum tablet stamped " 957 Adj 1903 "__ __ 955. 545

Tps. 10 and 11 N., R. 5 E., corner of sees. 4, 5, 32, and 33, 30 feet 

north of northeast fence corner, in sunken bowlder; aluminum 

tablet stamped "943 Adj 1903" __ 941.745

T. 11 N., R. 5 E., corner of sees. 16, 17, 20, and 21, near southwest 

fence corner, in sunken bowlder; aluminum tablet stamped "959 

Adj 1903 "____________ ________ ____________ 957.138

From Shawnee south along road to point 2 miles east of Tecumseh.

Shawnee, 1 mile east of, T. 10 N., R. 4 E., line between sees. 28 and 

29, at railroad crossing, near northeast corner; iron post stamped 

" 979 Adj 1903 "________ __ 976. 911

Shawnee, 1.5 miles south by 1.0 mile east of, line between sees. 32 

and 33, at crossing of branch of Chicago, Rock Island & Pacific Ry., 

at southeast fence corner; iron post stamped "989 Adj 1903" 987.871

Tecumseh, 2 miles east of, T. 9 N., R. 4 E., corner of sees. 8, 9, 16, 

and 17, 25 feet north of northeast fence corner; iron post stamped 

44 1059 Adj 1903 " __ - 1,067. 728
88 SPIEIT LEVELING IN OKLAHOMA, 1895-1912.

From Earlsboro northwest along Choctaw, Oklahoma & Gulf K. R. to milepost 

452, 4 miles west of Shawnee,

Feet. 

Earlsboro, 200 feet north of station building, 17 feet west of main

track; iron post_______________________________ 1,026. 038 

Shawnee, 15 feet north of track, at east end of station platform;

iron post ___________________________________ 1,041. 998 

T. 10 N., R. 3 E., sec. 10, 4 miles west of Shawnee, near Dale;

1,850 feet east 'of road crossing, 360 feet east of milepost 452, 32

feet south of track; iron post stamped " 1018 Okla "________ 1,019.450

Guthrie 15', Kingfisher 30', and Perkins 15' quadrangles.

CANADIAN, KINGFISHER, LINCOLN, LOGAN, AND OKLAHOMA COUNTIES.

The elevations in the following list were determined by primary 

leveling, prism level and yard rods being employed.

The leveling in 1905 was done by E. T. King and that in 1906 by 

J. W. King; some work in Perkins and Guthrie quadrangles was done 

in 1897 by Robert Coe.

GUTHRIE QUADRANGLE. 

[Latitude 35° 45'-36° ; longitude 97° 15'-97° 30'.]

From Guthrie west along St. Louis, El Reno & Western Ry. to Dutcher station.

Feet. 

Guthrie, at south side of west entrance to new Federal building, in

granite stone; aluminum tablet stamped " 980 Adj 1903 "_____ 979. 508 

Guthrie, in front of Guthrie National Bank, in rock at foot of iron

column; aluminum tablet stamped " 982 Okla "___________ 983.050 

Guthrie, " Star Bazaar," in rock at side of west entrance; aluminum

tablet stamped " 984 Okla "_______________________ 984. 408 

Guthrie, 3.8 miles west of, at road crossing on line between sees. 13 

and 24, T. 16 N., R. 3 W., on south side of road, west side of track, 

in corner of right-of-way fence; iron post stamped "1088 Adj 

1903 "___________________________________ 1,087.077

From Guthrie southwest along Atchison, Topeka & Santa Fe Ry. to Seward.

Guthrie, city hall, on rock on west side of south entrance; chiseled 

cross (Guthrie datum 974.207)___________->_ __ 973.239

Guthrie, 2.8 miles south of, at road crossing on line between sees. 20 

and 29, T. 16 N., R. 2 W.; iron post stamped " 944 Adj 1903 "___ 942. 906

Seward, east of track, south of road near crossing; iron post stamped 

"979 Adj 1903"______________________________ 978.072

From Guthrie northeast along Atchison, Topeka & Santa Fe Ry. to Ooyle.

Guthrie, 3.0 miles northeast of, at north-south road crossing, in 

southeast fence corner; iron post stamped " 913 Adj 1903 "___ 911. 549

Guthrie, 6.0 miles northeast of, at east-west road crossing on section 

line, in northwest fence corner; iron post stamped " 942 Adj 1903 "_ 941. 249

Russell station, 2.0 miles east of, on township line close to milepost 

10, near trestle, east of drain, near fence; iron post stamped " 899 

Adj 1903 " _________________ __ 897. 985

Pleasant Valley, 1.0 mile west of, at north-south public-road crossing, 

in southwest fence corner; iron post stamped " 914 Adj 1903 " 913.132
PBIMAEY LEVELING. 89

Feet. 

Coyle, 3.0 miles northwest of, near north-south road crossing near

trestle 23, on roadbed of railroad, 8 feet south of track; iron post 

stamped " 879 Adj 1903 "_________________________ 877.944 

Coyle, 1.0 mile northwest of, at north-south road crossing, in south- ' 

west fence corner; iron post stamped " 879 Adj 1903 "________ 877. 734

From Guthrie east along Chicago, Sock Island & Pacific Ry. to Indian meridian.

Guthrie, 2,0 miles east of, at crossing of St. Louis & San Francisco , R. R. with Fort Smith & Western R. R., in northwest right-of-way 

fence corner; iron post stamped " 1069 Adj 1903 "__________ 1,068.149

Taylbr, north-south road crossing, in northeast fence corner, in railroad right of way; iron post stamped " 1176 Adj 1903 "_______ 1,174.817

Guthrie, 6.0 miles east of, north-south road crossing, in southwest 

fence corner; iron post stamped " 1165 Adj 1903 "__________ 1,164.086

Indian meridian, 1.0 mile west of, north-south road crossing in northwest fence corner; iron post stamped " 1161 Adj 1903 "_________ 1,160.155

From Guthrie east along road to T. 17 N., R. 1 E., sec. 22.

T. 16 N., R. 1 W., near quarter corner south side of sec. 5, in rock;

tablet stamped "1198 Okla "______________________ 1,198.893 

T. 16 N., R. 1 W., about 500 feet west of southeast corner of sec. 1,

in rock; aluminum tablet stamped "1093 Okla"__ ________ 1,094.326

KINGFISHER QUADRANGLE.

[Latitude 35° 30'-36° ; longitude 97° 30'-98°.]

From Kingfisher east along Chicago, Rock Island & Pacific Ry. to Reeding.

Kingfisher, on south corner of iron shoe plate upon concrete, on 

which rests south iron column supporting standpipe to city water 

plant.; square bounded by two edges of plate and two chisel marks 

(C. and G. S. b. m. F)__________________________ 1.057.37D

Kingfisher, 3.5 miles southeast of, close to parallel 35° 50' N. and 

north-south township line, in northwest corner of public-road crossing; iron post stamped "1155 Adj 1903"________________ 1,154.645

Kingfisher, 5.5 miles southeast of, south of railroad, 75 feet^west of 

crossing, in fence corner in railroad right of way, 200 yards west 

of corner of sees. 4, 5, 32, and 33; iron post stamped "1162 Adj 

1903 " .____________________________________ 1,161. 815

Reeding, 1.5 miles west of, 60 feet south of track, east of northsouth road crossing, in fence corner in railroad right of way; iron 

post stamped "1153 Adj 1903"^____________________ 1,152.224

Reeding, in front of station; top of rail_ _____________ 1,108

Reeding, 1.5 miles east of, at fence corner, northwest corner of road 

crossing between sees. 8 and 9; iron post stamped " 1112 Adj - 

1903 " ____________________________________ 1, 111. 167

From point 4.0 miles southwest of Navina southwest along St. Louis, El Reno 

& Western Ry. to Piedmont.

Lockridge, 1.0 mile northwest of, east-west road crossing, in southwest corner; iron post stamped "1114 Adj 1903"__________ 1,113.212 

Lockridge, in front of station; top of rail _______________ 1,138 

Lockridge, 1.5 miles south of, at north-south road crossing, in northeast fence corner in Oklahoma County, on Oklahoma-Canadian 

county line; iron post stamped "1162 Adj 1903"__________ 1,161.420
90 SPIEIT LEVELING IN OKLAHOMA, 1895-1912.

Feet. 

Piedmont, 2.8 miles northeast of, at north-south road crossing, in

southeast fence corner; iron post stamped " 1174 Adj 1903 "___ 1,173.857 

Piedmont, at north-south road crossing, 150 yards southwest of station, in southeast fence corner; iron post stamped "1193 Adj 

1903 " ____________________________________ 1,192.189

From point 2.5 miles north of Oklahoma north along Atchison, Topeka & 

Santa Fe By. to center of T. 13 N,, R. 3 W.

T. 12 N., R. 3 W., 50 feet northwest of Santa Fe crossing on line between sees. 4 and 9; iron post stamped " 1158 Okla No. 47 "___ 1,156.776

T. 13 N., R. 3 W., 75 feet east and 30 feet north of Santa Fe crossing 

on line between sees. 28 and 33; iron post stamped " 1222 Okla 

No. 48"___________________________________ 1,221.112

T. 13 N., R. 3 W., 150 feet and 30 feet east of Santa Fe crossing on 

line between sees. 21 and 22; iron post stamped "1168 Okla No. 

49 " ________________________________________ 1,167. 592

From £1 Reno northeast along St. Louis, El Beno & Western By. to Piedmont.

El Reno, on northeast face of First National Bank Building, at righthand side of entrance, on second stone above sidewalk; bronze tablet stamped "1357 Adj 1903"______________________. 1,358.944

El Reno, 1.0 mile north of St. Louis, El Reno & Western station, at 

north-south road crossing, at southeast fence corner, about 50 feet 

from track; iron post stamped " 1317 Adj 1903 "_______ __ 1,316.169

El Reno, 4.0 miles northeast of, 100 yards west of north-south road 

crossing, 50 yards north of railroad, in right of way; iron post 

stamped " 1337 Adj 1903 "__________________________ 1, 336.135

Richland, 2.0 miles west of, at north-south road crossing, on meridian 

97° 50', in southeast fence corner; iron post stamped "1374 

Adj 1903 "_________________-__________________ 1, 373. 213

Richland, in front of station; top of rail_________________ 1,358

Richland, at north-south road crossing, in southeast fence corner in 

railroad right of way; iron post stamped " 1358 Adj 1903 "_____ 1,357.641

Richland, 2.5 miles northeast of, at east-west road crossing, in southwest fence corner in railroad right of way; iron post stamped

" 1239 Adj 1903 '.'_______-_______________________________________ 1, 238.013

From Yukon west alonjr Choctaw, Oklahoma & Gulf B. B. to El Beno Junction.

Yukon, in front of station; top of rail___________________ 1, 296. 3 

Milepost 14, 25 feet south of railroad track; iron post stamped

" 1279 Okla "________________________________.. 1,280. 512 

Milepost 8, near first telegraph pole west of, 27 feet south of railroad

track; iron post stamped " 1306 Okla "________________ 1,307. 718 

Fort Reno, in front of station; top of rail___________ _ 1,343.0 

Fort Reno, parade ground, foot of flagstaff; iron post stamped

" 1392 Okla " ________________________________ 1,393. 695 

El Reno Junction, crossing of railroads, 54 feet south of Choctaw,

Oklahoma & Gulf R. R., 44 feet east of Chicago, Rock Island &\

Pacific R. R.; iron post stamped " 1327 Okla "____________ 1,328. 938 

From Reeding east along Chicago, Bock Island & Pacific By. to Navina.

Reeding, 1.5 miles east of, at fence corner, northwest corner of road 

crossing between sees. 8 and 9; iron post stamped " 1112 Adj 1903 " 1, 111. 167

Cashion, 0.5 mile west of, at north-south public-road crossing, in 

northeast fence corner, in railroad right of way; iron post stamped 

"1114 Adj 1903"_______________________________ 1,113.601
PEIMAKY LEVELING. 91

Feet.

Cashion, in front of station; top of rail_________________ 1,120 

Cashion, 2.25 miles east of, at north-south road crossing, between 

sees. 8 and 9, 20 feet west of northeast fence corner, in railroad 

right of way; iron post stamped "1071 Adj 1903"_________ 1,070.286 

Navina, 1.0 mile west of, at north-south road crossing, at southwest 

fence corner, in railroad right of way; iron post stamped "1080 

Adj 1903 ".__._________________________________ 1,079. 810

From Navina southwest along St. Louis, El Reno & Western B. £. 4 miles.

Navina, 1.5 miles west of, at east-west road crossing, between sees. 

1 and 12, in southwest fence corner, in railroad right of way; iron 

post stamped " 1065 Adj 1903 "_______________________ 1, 064. 491

Navina, 4.0 miles southwest of, road crossing between sees. 21 and 22, 

in northeast fence corner, in railroad right of way; iron post ' 

stamped " 1014 Adj 1903 "_________________________ 1,013.028

From Navina northeast along St. Louis, El Reno & Western R. R. To Butcher

station.

Navina, 1.0 mile northeast of, at east-west road crossing, east of 

track and north of road; iron post stamped "1058 Adj 1903"___ 1,057.507

Navina, 3.8 miles northeast of, at road crossing on line between sees, 

on north side of track, on railroad right of way; iron post stamped 

" 1094 Adj 1903 "_____________________________ 1,092. 817

From Navina east along Chicago, Rock Island & Pacific Ry. to Seward.

Navina, 1.0 mile east of, at north-south road crossing, south of track, 

east of road, in right of way; iron post stamped " 1030 Adj 1903 "_ 1,028. 724

FERKINS QUADRANGLE.

[Latitude 35° 45'-36°; longitude 97°-97° 15'.] 

From T. 17 N., R. 1 E., sec. 22 south to T. 15 N., R. 1 E., sec. 9.

T. 17 N., R. 1 E., near southeast corner of sec. 22; iron post stamped

" 937 Okla "______L_________________________ 937.785 

T. 16 N., R. 1 E., southeast corner of sec. 3; iron post stamped " 1074

Okla " ______________________________________ 1, 075. 282 

T. 16 N., R.-l E., near southeast corner of sec. 27, bowlder; aluminum

tablet stamped " 945 Okla "______ _________ __ 945. 477

T. 15 N., R. 1 E., near southeast corner of sec. 3; iron post stamped

" 1011 Okla " ________________________________ 1, Oil. 753 

T. 15 N., R. 1 E., southeast corner of sec. 28; iron post stamped " 914

Okla " ___j___________________-_________ 915.361

From Coyle east along Atchison, Topeka & Santa Fe Ry. to Vinco.

Coyle, 1.0 mile northwest of, north-south road crossing, in southwest 

fence corner; iron post stamped " 879 Adj 1903 " ___ _ 877. 734

Coyle, 2.0 miles east of, 3.0 miles southwest of Goodnight, north-south 

road crossing, in northeast fence corner; iron post stamped " 860 

Adj 1903 "____________________________________ 858. 637

Goodnight, in front of station; top of rail__ _ _ 859.2
92 SPIRIT LEVELING IN" OKLAHOMA, 1895-1912.

Feet. 

Goodnight, 0.25 mile northeast of station, line between Logan and

Payne counties (sees. 13 and 18, respectively), near northwest

fence corner; iron post stamped " 851 Adj 1903 "__________ 850. 227

Perkins, 3.0 miles west of station, north-south road crossing, near 

northwest fence corner; iron post stamped " 847 Adj 1903 "____ 846. 308

Perkins, 250 feet east of station, north-south road crossing, near Southwest fence corner, on right of way, 12 feet south of track; iron post 

stamped " 836 Adj 1903 "_________________________ 835. 319

From Indian meridian southeast along Chicago, Rock Island & Pacific By. to

Lowe.

Iconium, 1.0 mile west of north-south road crossing, 100 yards north 

of corner of sees. 8, 9, 17, and 16, in northwest fence corner; iron 

post stamped " 1132 Adj 1903 "_____________________ 1,130. 941

Iconium, 1 mile east of, east-west road crossing, south fence corner, 

400 feet east of milepost 516; iron post stamped " 1097 Adj 1903 "__ 1,095. 920

Merrick, in front of station; top of rail______________i__ 1,074

Merrick, 0.8 mile east of, 600 feet east of milepost 513, 100 yards east 

of road crossing, 85 feet north of track, near fence corner; iron post 

stamped " 1082 Adj 1903 "___'______________________ 1,080. 362

Dudley, 1.5 miles northwest of, north-south road crossing, in southwest fence corner; iron post stamped " 1083 Adj 1903 "________ 1, 081.192

Carney, 1.5 miles southwest of, crossing of St. Louis & San Francisco 

and Missouri, Kansas & Texas railroads, 150 feet east of former, 

50 feet north of latter, 2 feet from fence corner bounding right of 

way; iron post stamped " 1040 Adj 1903 "_______________ 1,038.166

Carney, 4.0 miles southeast of, at north-south road crossing, in southwest fence corner, on railroad right of way; iron post stamped " 979 

Adj 1903 "______________ ____ __________ 977. 589

From Carney southwest along Missouri, Kansas & Texas Ry. to Fallis.

Carney, 0.3 mile west of station, north-south road crossing, in southeast fence corner, 100 yards southeast of corner of sees. 31, 32, 5, 

and 6; iron post stamped " 1059 Adj 1903 "_______________ 1,057. 886

Carney, 6.0 miles southwest of, north-south road crossing, west of section line, south of track; iron post stamped " 958 Adj 1903 "___ 956. 863

Edmond, Luther, McComb, McLoud, Moore, and Norman 15' quadrangles.

CANADIAN, CLEYELAND, LINCOLN, LOGAN, McCLAIN, OKLAHOMA, AND POTTAWATOMIE

COUNTIES.

The elevations in the following list were determined by primary 

leveling.

The leveling was done in Luther quadrangle in 1899 by Robert 

Goe and in 1906 by J. W. King; in Edmond quadrangle in 1896 and 

1907 by J. W. King and F. M. Hutchinson, respectively; in McLoud 

quadrangle in 1897-99 by Coe, in 1906 by J. W. King, and in 1907 

by Hutchinson; in Moore quadrangle in 1897 and 1907 by Coe and 

Hutchinson, respectively; in McComb quadrangle in 1898 by Coe,
PKIMARY LEVELING. 93

in 1905 by E. T. King, and in 1907 by Hutchinson; in Norman quadrangle in 1897 and 1898 by Coe and in 1907 by Hutchinson.

EDMOND QUADRANGLE.

[Latitude 35° 30'-35° 45'; longitude 97° 15'-97° 30'.]

From Choctaw north 3.6 miles.

Feet.

Choctaw, 2.5 miles north of, 30 feet south of fence post at northeast corner of sec. 11, T. 12 N., R. 1 W., on right of way, close to 

fence, in stone; bronze triangulation tablet stamped " 1194 No. 11" 1,192. 925 

Choctaw, 3.5 miles north by 0.8 mile east of, at east end of bridge 

over north fork of Canadian River, close to. fence on north side of 

road; triangulation tablet stamped " Prim. Trav. Sta. No. 8, 1907; 

No. 12, 1096"________________________________ 1,094.969

From T. 13 N., B. 3 W., sec. 11 northeast and northerly to center of T. 15 N.

T. 13 N., R. 3 W., 50 feet northwest of crossing of Atchison, Topeka 

& Santa Fe Ry. and line between sees. 2 and 11; iron post stamped 

"1178 Okla. No. 50"___________________________ 1,177.556

Edmond, T. 14 N., R. 3 W., 80 feet east and 30 feet north of street 

crossing of Atchison, Topeka & Santa Fe Ry., 350 feet north of station; iron post stamped "1200 Okla No. 51"_____________ 1,199.263

T. 14 N., R. 3 W., 80 feet east and 30 feet north of crossing of Atchison, Topeka & Santa Fe Ry. and line between sees. 11 and 14; iron 

post stamped " 11193 Okla No. 52 "______:____________ 1,192. 296

Waterloo, T. 15 N., R. 3 W., 80 feet east and 30 feet north of crossing of Atchison, Topeka & Santa Fe Ry. and line between sees. 3 

and 34; iron post stamped "1133 Okla No. 53"___________ 1,132.367

Along line between ranges 1 and 2 west. 

(Posts set but elevations not determined.)

T. 15 N., R. 1 W., 55 feet northeast of southwest corner of sec. 30;

iron post stamped " No. 63." 

T. 14 N., R. 1 W., 45 feet southeast of northwest corner of sec. 7;

iron post stamped " No. 64." 

T. 14 N., R. 2 W., 50 feet northwest of southeast corner of sec. 13 ;

iron post stamped " No. 65." 

T. 14 N., R. 1 W., 75 feet southeast of crossing of Missouri, Kansas &

Texas Ry. and line between sees. 31 and 36; iron post stamped

"No. 66." 

T. 13 N., R. 2 W., 65 feet southwest of northeast corner of sec. 13;

iron post stamped " No. 67." 

T. 13 N., R. 1 W., 50 feet northeast of southwest corner of sec. 19;

iron post stamped " No. 68." 

T. 13 N., R. 2 W., 60 feet northwest of southeast corner of sec. 36;

iron post stamped " No. 69." 

T. 12 N., R. 2 W., 75 feet southwest of crossing of Frisco railroad and

line between sees. 1 and 6; iron post stamped " No. 70." 

T. 12 N., R. 2 W., 50 feet southwest of northeast corner of sec. 24;

iron post stamped " No. 71."
94 SPIRIT LEVELING IN OKLAHOMA, 1895-1912.

LUTHER QUADRANGLE. 

[Latitude 35° 30'-35° 45'; longitude 97°-97° 15'.]

From Harrah north along section lines to point 5 miles north of Luther.

Feet. 

T. 12 N., R. 1 E., southeast corner of sec. 11; iron post stamped

" Oklahoma 1094 "_______________________^_____ 1,095. 510 

T. 13 N., R. 1 E., near southeast corner of sec. 26; iron post stamped

" 1030 Okla "________________________________ 1,030.544 

T. 13 N., R. 1 E., near southeast corner of sec. 10, in rock; aluminum

tablet stamped " 1024 Okla "_______________________ 1, 024. 834 

T. 14 N., R. 1 E., southeast corner of sec. 27; iron post stamped " 900

Okla " ____________________________________ 900. 619 

T. 14 N., R. 1 E., southeast corner of sec. 9; iron post stamped " 956

Okla " ____________________________________ 957.039 -

From Fallis southeast along Fort Smith & Western B. E. to Warwick.

Fallis, 0.5 mile south of Missouri, Kansas & Texas Ry. station, eastwest road crossing, 600 feet north of milepost 311, at switch block 

west of track and north of wagon road; iron post stamped " 880 

Adj 1903 "____________________________________ 878. 757

Fallis, 2.5 miles southeast of, east-west road crossing, between sees. 

5 and 8, near milepost 192,10 feet north of track, 1 foot from crossing post; iron post stamped "866 Adj 1903"_____________ 863.985

Wellston, 0.5 mile northwest of, north-south road crossing, 2,000

" feet east of milepost 190, between sees. 10 and 11, 10 feet north of 

track, in public right of way; iron post stamped " 855 Adj 1903 "__ 853. 699

Wellston-McKinley township line, between sec. 12 (Wellston) and 

sec. 7 (McKinley), 15 feet north of track near half-mile post; iron 

post stamped " 847 Adj 1903 "____ _______________ 845.391

From Wellston south to point 6 miles north of McLoud.

Wellston, 0.5 mile south of, at corner of sees. 14, 15, 22, and 23, T.

14 N., R. 2 E., on stone; marked " U. S. B. M. 867 "_________ 866. 97 

Wellston, 1.5 miles south of, about 40 feet northwest of corner of sees. 

22, 23, 26, and 27, T. 14 N., R. 2 E., in right of way, near fence on 

east side of sec. 22; iron post stamped " No. 1-951"________ 950. 748 

Wellston, 2.5 miles south of, 55 feet north of corner of sees. 26, 27, 

34, and 35, in right of way, on top of stone; cross marked " U. S. 

' B. M. 1012"__________________________________ 1,011.93 

Wellston, 3.5 miles south of, 35 feet northwest of stone at corner 

between sees. 34 and 35, on south line of T. 14 N., R. 2 E., near 

fence corner, in right of way; triangulation tablet stamped " 987 

No. 2 "_______________ ________________'_ 987.010 

Wellston, 5.25 miles south of, on top of hill, west of road, in base of

tree trunk, on west side; nail marked " U. S. B. M. 992 "____^_ 991. 51 

Wellston, 5.5 miles south of, about 45 feet south of corner of sees. 10, 

11,14, and 15, T. 13 N., R. 2 E., on east side of road, in base of tree 

trunk; nail marked " U. S. B. M. 948 "________________ 947. 88 

T. 13 N., R. 2 E., about 45 feet northwest of corner of. sees. 14, 15, 22, 

' and 23, in right of way, 12 feet north of post at southeast corner of

sec, 15; iron post stamped " 941 No, 3 "^-^^-^.^-^-^-^^^ 940. 265.
PBIMAEY LEVELING. 95

Feet. 

T. 13 N., R. 2 E., about 45 feet northwest of corner of sees. 26, 27, 34,

and 35, in east-west right of way, in base of tree trunk; nail

marked " U. S. B. M. 1055 "_______________________ 1, 055. 08 

T. 13 N., R. 2 B., on east side of sec. 34, 9.5 miles south of Wellston,

about 50 feet north of township line, in right of way near fence;

iron post stamped "1071 No. 4"_____________________ 1,071/089 

T. 12 N., R. 2 E., at corner of sees. 9, 10, 15, and 16, in base of large

tree at northeast corner of sec. 9; nail marked " U. S. B. M. 1091"_ 1,090. 43 

T. 12 N., R. 2 E., west of sec. 9, in right of way near fence, about 80

feet from corner; tablet stamped " 1060 No. 5 *'__________ 1,059. 913

From point 3.5 miles north by 1.0 mile east of Choctaw north along Indian 

meridian and east along section line to point 5.0 miles north of Luther.

T. 13 N., R. 1 E., near northwest corner of sec. 31, ia meridian right 

of way, in base of large tree; nail marked " U. S. B. M. 1139 "__ 1,138. 07

T. 13 N., R. 1 E., at southwest corner of sec. 19, in meridian right of 

way, about 50 feet north of fence post, in stone; tablet stamped

" 1216 No. 13 "______________-__ ______ 1, 214. 682

Luther, 4.0 miles south by 3.0 miles west of, 1,115 feet south of sawmill on Indian meridian, on west side of wagon track, in base of 

large tree; nail 'marked " U. S. B. M. 1043 "^_____________ 1,042.15

T. 13 N., R. 1 W., about 100 feet northeast of fence post at southeast 

corner of sec. 12, on Indian meridian, on east side of wagon track, 

in top of stone; cut cross marked " U. S. B. M. 1031"_______ 1,030.26

T. 13 N,, R. 1 E., northwest corner of sec. 7, about 30 feet south of 

corner fence post, in meridian right of way, close to fence line, in 

stone; tablet stamped "1058 No. 14"_________________ 1,057.118

Luther, 3.0 miles west of, on meridian 370 feet south of Missouri, 

Kansas & Texas Ry. crossing, 700 feet north of bridge over Deep 

Fork, in right of way close to east fence; iron post stamped 

"935 No. 15"_________ _ _________________ 934.213

Luther, 2.0 miles north by 3.0 miles west of, in meridian right of way, 

about 30 feet northwest of fence post on northwest corner of sec. 

18, in T. 14 N., R. 1 W., in rock in place; tablet stamped "967 

No. 16 "________ _ ______ 965. 635

Luther, 5.0 miles north by 3.0 mile's west of, on meridian right of way, 

about 30 feet south of fence post at northeast comer of sec. 36, 

T. 15 N., R. 1 W., in stone; tablet stamped "1080 No. 17"_____ 1,078.569

Luther, 5.0 mil.es north by 1.0 mile west of, at corner of sees. 28, 29, 

32, and 33, T. 15 N., R. 1 E., in top of corner stone; cross marked 

" U. S. B. M. 926 "_ - ______ 924. 95

Luther, 5.0 miles north of, at corner of sees. 27, 23, 33, and 34, T. 

15 N., R. 1 E.; iron post stamped " 914 " ; __ 915. 381

McCOMB QUADRANGLE. 

[Latitude 35°-35° 15'; longitude 97°-97° 15'.]

From T. 6 N., R. 1 W., southeast corner of sec. 1, east 6 miles, thence north

along range line with 1 mile spur lines east and west to certain section

corners. 

.T. 6 N., R. 1 E., southeast corner of sec. 5; iron post stamped

" 1126 Okla " __________________ ___ ______ 1,128.163 

T. 6 N., R. 1 E., southeast corner of sec. 2; iron post stamped .

" 1034 Okla " _- - -_- . ,---. - ^_-TT^,_:_..,«,_r, 1,036.3.66s
96 SPIRIT LEVELING IN OKLAHOMA, 1895-1912.

Feet. 

T. 7 N., R. 2 E., southeast corner of sec. 30; iron post stamped

" 1099 Okla " ________________________________ 1,100. 523 

T. 7 N., R. 1 E., near southeast corner of sec. 26; iron post stamped

" 1035 Okla " ________________________________ 1,037.096 

T. 7 N., R. 2 E., near southeast corner of sec. 7; iron post stamped

"1097 Okla" ________________________________ 1,098.454 

T. 7 N., R. 1 E., near southeast corner of sec. 11; iron post stamped

" 1126 Okla " ________________________________ 1,127. 407 

T. 8 N., R. 2 E., southeast corner of sec. 30; iron post stamped

" 1093 Okla " __________________________________ 1,095. 238 

T. 8 N., R. 1 E., southeast corner of sec. 26; iron post stamped

" 1050 Okla "________________________________ 1,052.126 

T. 8 N., R. 2 E., southeast corner of sec. 7, near Pleasant Valley

schoolhouse; iron post stamped " 992 Okla "_____________ 993. 322 

T. 8 N., R. 1 E., near southeast corner of sec. 11; iron post stamped

" 1022 Okla " __________________________.______ 1,024.173 

T. 9 N., R. 2 E., southeast corner of sec. 19; iron post stamped

" 1090 Okla " ________________________________ 1,091. 332 

T. 9 N., R. 1 E., southeast corner of sec. 23; iron post stamped

" 1123 Okla "________________________________ 1,124. 800

From McComb south along Atchison, Topeka & Santa Fe By. to Canadian

Eiver.

T. 8 N., R. 2 E., sec. 25, in stone milepost 149; aluminum tablet 

stamped " 968 Adj 1903 "_________________________ 966. 668

T. 7 N., R 2 E., sec. 11, in stone milepost 152; aluminum tablet 

stamped " 1038 Adj 1903 "________________________ 1,037. 548

T. 7 N., R. 2 E., sec. 26, in stone milepost 155; aluminum tablet 

stamped " 977 Adj 1903 "_________________________ 976. 404

Trousdale, in front of station; top of rail____________ _ 957.4

Wanette, 4.5 miles north of, Tps. 6 and 7 N., Rs. 2 and 3 E., near 

southeast fence corner, in public right of way; iron post stamped 

" 997 Adj 1903 "______________________-__ __ 996. 253

From T. 9 N., R. 3 E., sec. 16, south to McComb.

T. 9 N., R. 3 E., 45 feet northeast of the southwest corner of sec.

16, in sand rock; chiseled square marked " U. S. B. M. 1064 "___ 1,062.73 

T. 9 N., R. 3 E., 50 feet northwest of southeast corner of sec. 29;

iron post stamped "1020 No. 4"_____________ ___ _ 1,018. 988 

T. 8 N., R. 3 E., 125 feet northeast of southwest corner of sec. 9;

iron post stamped " 960 No. 5 "______________ _ __ 958. 553 

McComb, opposite station; top of south rail, marked " 949 "__:<_:__ 947. 5 

McComb, 1.0 mile northeast of, T. 8 N., R. 3 E., north side of the

Atchison, Topeka & Santa Fe Ry., in right of way, in milepost 146;

bronze tablet stamped " 931 Adj 1903 "_________________ 928.968

From point 7 miles east of Lexington west 2 miles, thence north along Indian 

meridian to center of T. 9 N.

T. 6 N., R. 1 E., southeast corner of sec. 5; iron post stamped

" 1126 Okla " ________________________________ 1,128.163 

T. 6 N., R. 1 E., 45 feet southeast of northwest corner of sec. 7; iron

d " 1053 No. 6 " ,, , . ,-*.,-*, 1,053. 604
PEIMABY LEVELING. 97

Feet. 

T. 7 N., R. 1 E., 60 feet northeast of southwest corner of sec. 19; Iron

post stamped " 1089 No. 7 "_______________________ 1,089. 348 

T. 7 N., R. 1 W., 50 feet northwest of southeast corner of sec. 1; iron

post stamped " 1157 No. 8 "___ _ _____________ 1,157.471 

T. 7 N., R. 1 W., 45 feet southwest of northeast corner of sec. 1, east

side of 10-inch black Jack tree, in root; nail marked " U. S. B. M.

1261" _______________________________________ 1, 261.23 

T. 8 N., R. 1 B., '55 feet northeast of southwest corner of sec. 19; iron

post stamped " 1133 No. 9 "_______________________ 1,133.422 

T. 8 N., R. 1 E., 65 feet northeast of southwest corner of sec. 6; iron

post stamped " No. 10 1093 "_______________________ 1,093. 589 

T. 9.N., R. 1 W., 55 feet northwest of southeast corner of sec. 13; iron

post stamped " 1041 No. 12 " _ _ 1,041.301

From T. 8 N., E. 1 E., sec. 26, west to Indian meridian.

T. 8 N., R. 1- E., southeast corner of sec. 26; iron post stamped 

"1050 Okla " _____________._____________... 1,052.126

From T. 9 N., R. 1 £., sec. 23, west to Indian meridian.

T. 9 N., R. 1 E., southeast corner of sec. 23; iron post stamped

" 1123 Okla " ________________________________ 1,124. 801

T. 9 N., R. 1 W., 60 feet northeast of southwest corner of sec. 25; iron 

post stamped " 1010 No. 11"__ ________ _____ 1,009. 978

McLOTTD QUADRANGLE.

[Latitude 35" 15'-35° 30'; longitude,97*-97° 15'.]

North along section line 1 mile east of the line between ranges 1 and 2 E., 

to northeast corner of sec. 18, T. 10 N., R. 2 E., thence west 2 miles, thence 

north along section line 1 mile west of same range line, with 2-mile spur 

lines west and east across range line.

T. 9 N., R. 1 E., southeast corner of sec. 11; iron post stamped

" 1113 Okla "____________________ ___ ____ 1,114. 840 

T. 9 N., R. 2 E., southeast corner of sec. 7; iron post stamped

" 1076 Okla "_____________ ____ ___ 1, 077. 657 

T. 10 N., R. 2 B., southeast corner of sec. 30; iron post stamped

" 1190 Okla "_________ ___ _ _ 1,191. 054 

T. 10 N., R 1 E., southeast corner of sec. 26; iron post stamped

" 1096 Okla "___________ ______ __ _____ 1,097. 651 

T. 10 N., R. 2 E., southeast corner of sec. 7; iron post stamped

" 1132 Okla "_____________________ __-_ 1,133. 304 

T. 10 N., R. 1 E., southeast corner of sec. 11, sandstone ledge in old

road; aluminum tablet stamped "1168 Okla"___________ 1,169.352 

T. 11 N., R. 1 E., southeast corner of sec. 26; iron post stamped

" 1116 Okla " _____ _ _ __ 1,117. 206 

T. 11 N., R. 2 E., southeast corner of sec. 30; iron post stamped

" 1132 Okla "_._________ ______ _ ___ 1,133. 256 

T. 11 N., R. 1 E., southeast corner of sec. 11; iron post stamped

" 1173 Okla "_______________________________ 1,174.294 

T. 11 N., R. 2 E., southeast corner of sec. 7; iron post stamped

44 1147 Okla "________________________________ 1,148.002 

T. 12 N., R. 1 E., southeast corner of sec. 26; iron post stamped

" 1085 Okla "________________________________ 1,086.382

13599° Bull. 564 14 7
98 SPIEIT LEVELING IN OKLAHOMA, 1895-1912.

From point 6 miles north of McLcrad, south 3 miles, thence west to Harrah.

Feet. 

T. 12 N., R. 2 B., about 40 feet north of corner of sees. 21, 22, 27,

and 28, in center of north-south right of way, in base of large

tree trunk; nail marked " U. S. B. M. 1131"____________ 1,131. 23

T. 12 N., R. 2 E., of sees. 27, 28, 33, and 34, in corner stone; aluminum 

tablet stamped " No. 61090 "_______________________ 1,090.013

T. 12 N., R. 2 E., about 50 feet northwest of corner of sees. 28, 29, 

32, and 33, in base of tree trunk; nail marked "U. S. B. M. 

1079" _____________________________..________ 1,078.76

Harrah, 1.5 miles south by 1.8 miles east of, about 180 feet east of 

point where Chicago, Rock Island & Pacific Ry. crosses LincolnPottawatomie county line, about 50 feet north of track; iron post 

stamped "1052 No. 7"__________________________ 1,052.055

T. 12 N., R. 1 E., corner of sees. 25, 26, 35, and 36; iron post stamped 

" 1085 " ________________ _--________________ 1, 086. 382

From Harrah west to Choctaw.

Harrah, about 25 feet northwest of north corner of Chicago, Rock 

Island & Pacific Ry. station, at northwest end of fish plate, on top 

of south rail; point marked "1072"__________________ 1,071.431

Harrah, 2.0 miles west of, in north-south right of way, about 50 

feet south of Rock Island track, about 10 feet west of wagon 

track, in sandstone ledge; 500 feet west of milepost 468; tablet 

stamped "1084 No. 8"_______________________'__ 1,083.058

Choctaw, 1.0 mile east of, in Chicago, Rock Island & Pacific Ry. right 

of way, close to fence, about 65 feet southeast of point where railroad crosses Indian Meridian; iron post stamped " 1096 No. 9 "_ 1,095.409

From point near McLoud east and south to T. 9 N., £. 3 E., sec. 16.

T. 11 N., R. 2 E., sec. 17, 45 feet southeast of northwest corner of, 

east side of oak tree, in root; nail marked " U. S. B. M. 1106 "__ 1,105.67

McLoud, T. 11 N., R. 2 E., 50 feet northeast of southwest corner of 

sec. 10; iron post stamped "1083 No. 18 "___.. _ _ 1,081.850

T. ll N., R. 3 E., 50 feet from northwest corner of sec. 18, 3.0 miles 

east of McLoud; iron post stamped " 1078 No. 19 "________ 1,077.687

T. 11 N., R. 3 E., 60 feet southwest of northeast corner of sec. 30, 

in sandstone; aluminum tablet stamped "1063 No. 20"_____ 1,063.362

T. 11 N., R. 3 E., 30 feet southwest of northeast corner of sec. 31, 

east side of leaning oak tree 2 feet thick, in root; nail marked 

"U. S. B. M. 1056"_____ __ ______________ 1,055.86

T. 10 N., R. 3 E., sec. 5, at point where Chicago, Rock Island & Pacific 

Ry. crosses line between sees. 5 and 6, on east side of railroad and 

in right of way; iron post stamped " No. 21 1015 "__________ 1, 014. 963

T. 10 N., R. 3 E., 0.25 mile east of crosssing of Chicago, Rock Island 

& Pacific Ry. and line between sees. 3 and 4, 32 feet south of track, 

1,850 feet east of road crossing, 360 feet east of right of way; iron 

post stamped " 1018 "_____________________________ 1,018.418

T. 10 N., R. 3 E., 60 feet south and 20 feet west of crossing of 

Missouri, Kansas & Texas Ry. and line between sees. 16 and 17; 

iron post stamped " 1008 No. 1"____________________ 1,006. 864
PBIMABY LEVELING. 99

Feet. 

T. 10 N., R. 3 E., 55 feet southeast of northwest corner of sec. 33;

iron post stamped "1058 No. 2"___________________ 1,057.508 

T. 9 N., R. 3 E., 60 feet south of northwest corner of sec. 9, north

side of 2-foot post-oak tree, in root; nail marked "U. S. B. M.

1071 " __________________________________.-_ 1,070. 55 

T. 9 N., R. 3 E., 60 feet northwest of southeast corner of sec. 8; iron

post stamped "1130 No. 3"_______________________ 1,129.345 

T. 9 N., R. 3 E., 65 feet southeast of northwest corner of sec. 16;

iron post stamped " Prim. Trav. Sta. No. 24, 1129 Okla."_____ 1,127. 061

Along Indian meridian.

T. 10 N., R. 1 W., 50 feet northwest of southeast corner of sec. 25;

iron post stamped "1039 No. 14"_____________________ 1,039.399

T. 10 N., R. 1 W., northeast corner, of sec. 24, east side of 12-inch

black-jack tree, in root; nail marked " U. S. B. M. 1131.4"___ 1,132.01 

T. 10 N., R. 1 E., 70 feet northeast of southwest corner of sec. 7;

iron post stamped "1167 No. 15"_________________ 1,157.843

T. 11 N., R. 1 W., 55 feet northwest of southeast corner of sec. 25;

iron post stamped " 1189 No. 16 "___________________ 1,189. 517 

T. 11 N., crossing of Indian meridian and Missouri, Kansas & Texas

Ry., 100 feet northeast of; iron post stamped "1244 No. 17"___ 1,244.262 

T. 11 N., R. 1 W., 45 feet north of southeast corner of sec. 1,

east side of 10-inch black-jack tree, in root; nail marked

- U. S. B. M. 122S.7 "____________________________ 1, 229. 35 

T. 12 N., R. 1 W., 60 feet northwest of southeast corner of sec. 25;

iron post stamped " 1180 No. 18 "___________________ 1,180. 240 

T. 12 N., crossing of Indian meridian and Chicago, Rock Island &

Pacific Ry., 50 feet southwest of; iron post stamped "Prim. Trav.

Sta. No. 13, No. 9, 1096 "__ __ _ ____ 1,095.409

From T. 10 N., B. 1 £., sec. 26, west to Indian meridian.

T. 10 N., R. 1 E., southeast corner of sec. 26; iron post stamped 

"1096 Okla." ____________ ___________ 1,097.651

T. 10 N., R. 1 E., southwest corner of sec. 27, south side of 18-inch 

post-oak tree, in root; nail marked "U. S. B. M. 1226.4"_____ 1,225.98

T. 10 N., R. 1 W., 50 feet northwest of southeast corner of sec. 25; 

iron post stamped "No. 1039"___ ________________ 1,039.399

From T. 11 N., B. 1 E., seo 7, east to point 4 miles west of McLoud. 

T. 11 N., R. 1 E., 40 feet north of southwest corner of sec. 7, west 

side of 10-inch black-jack tree, in root; nail ___________ 1,244.96

T. 11 N., R. 1 E., 40 feet southeast of the northwest corner of sec. 17, 

north side of 24-inch post-oak tree, in root; nail marked 

"U. S. B. M. 1187.4"____________________________ 1,188.00

From T. 11 N., B. 2 £., southwest to T. 11 N., B. 1 E., sec. 12.

T. 11 N., R. 1 E., 45 feet southeast of northwest corner of sec. 12, 

north side of corner post, 18 inches above ground; nail marked 

" U. S. B. M. 1154.3 "_____________________________ 1,153. 74
100 SPIBIT LEVELING IN OKLAHOMA, 1895-1912.

MOORE QUADRANGLE. 

[Latitude 35° 15'-35° 30'; longitade 97° 15'-978 30'.]

From point 3 miles north of Norman northwest along Atchison, Topeka & 

Santa Fe Ry. to point .near Flynn.

Feet. 

T. 9 N., R. 3 W., crossing of Atchison, Topeka & Santa Fe Ry. and

line between sees. 12 and 13, 100 feet east and 30 feet north of;

iron post stamped " 1156 Okla., No. 31"____ _ ____ 1,154. 782

T. 10 N., R. 3 W., crossing of Atchison, Topeka & Santa Fe Ry. and 

line between sees. 26 and 35, 70 feet west and 30 feet south of; iron 

post stamped " 1193 Okla., No. 30 " __ ^ 1,192. 233 

T. 10 N., R. 3 W., crossing of Atchison, Topeka & Santa Fe Ry. and 

line between sees. 14 and 23,120 feet east and 30 feet south of; iron 

post stamped "1237 Okla., No. 29 "____ __________________ 1,235.600

Moore, in front of north end of station; top of rail_ ___"_____ 1, 244.0

T. 10 N., R. 3 W., crossing of Atchison, Topeka & Santa Fe Ry. and 

line between sees. 2 and 35, 60 feet southeast of; iron post stamped 

" 1296 Okla., No. 28 "_______ ____ 1, 295. 436

Flynn, in front of station; top of rail ____ 1,280.0

T. 11 N., R. 3 W., crossing of Atchison, Topeka & Santa Fe Ry. and 

line between sees. 23 and 26, 70 feet west and. 30 feet south of; iron 

post stamped " 1276 Okla., No. 27 " ^ _._ L, 275.190

From.Choctaw west along Chicago, Rock Island & Pacific Ry. to Oklahoma.

Choctaw; opposite station; top of north rail 1,105.0 

T. 12 N., R. 1 W., crossing of line between sees. 27 and 28, 100 feet

south and 30 feet west of; iron post stamped " 1141 No. 19 "____ 1,140.115 

T. 12 N., R. 2 W., crossing of east line of sec. 25, 60 feet southwest of;

iron post stamped " 1228 No. 20 " _ ._.____ 1, 227.199 

Dickson, in front of station; top of rail _______ 1,216.0 

Dickson, T. 12 N., R. 2 W., crossing of half-section line in sec. 26;

iron post stamped " 1215 No. 21"_____________________ 1,214.339 

T. 12 N., R. 2 W., crossing of line between sees. 26 and 27, 60 feet

southeast of; iron post stamped " Prim. Trav. Sta. No. 11, 1202

Okla." _____ 1, 201.910 

T. 12 N., R. 2 w., crossing of line between sees. 27 .and 28, 90 feet

southeast of; iron post stamped "No. 22, 1181"_ _________ 1,180.572 

T. 12 N., R. 2 W., crossing of north-south half-section line in sec. 32,

80 feet southeast of; iron post stamped "1160 No. 23"_______ 1,159.542 

T. 11 N., R. 3 W., crossing of Chicago, Rock Island & Pacific Ry. and

line between sees. 1 and 2, 65 feet northwest of; iron post stamped

" 1169 No. 24 "______ _______ 1,168. 079

Near Indian meridian.

T. 9 N., R. 1 W., 60 feet northeast of southwest corner of sec. 1;

iron post stamped "1128 No. 13" __ ___________ 1,128.365 

T. 10 N., R. 1 W., 45 feet southwest of northeast corner of sec. 35,

east side of corner post, 6 inches above ground; nail marked " U. S.

B. M. 1059.7"__ _____ __________________ 1,060.26

From center of T. 9 N. north along line between ranges 1 and 2 west to 

Chicago, Rock Island & Pacific Ry. in T. 12 N.

T. 9 N., R. 2 W., 50 feet northwest of southeast corner of sec. 1; iron 

post stamped " 1060 Okla No. 39 "___________________ 1,060.157

T. 10 N., R. 1 W., 60 feet northeast of southwest corner of sec. 19; 

iron post stamped " 1127 Okla No. 40 "_________________ 1,127.076
PBIMABY LEVELING. . 101

Feet. 

T. 10 N., R. 2 W., 50 feet northwest of southeast corner of sec. 12;

iron post stamped " 1143 Okla No. 41"________________ 1,143.139 

T. 11 N., R. 1 W., 55 feet northeast of southwest corner of sec. 31;

iron post stamped "No. 42 1242 Okla"________________ 1,241.895 

f T. 11 N., R. 2 W., 50 feet southwest of northeast corner of sec. 25;

iron post stamped " 1303 Okla No. 43 "________________ 1,302. 638 

T. 11 N., R. 1 W., crossing of Missouri, Kansas & Texas Ry. and line

between sees. 7 and 12, 80 feet northeast of; iron post stamped 

* "1267 Okla No. 44"___________________________ 1,267.478

T. 11 N., R. 1 W., 60 feet northeast of southwest corner of sec. 6,

north side of black-jack tree, in root; nail marked " U. S. B. M.

1258.5 "_________________1___________________ 1, 254. 56 

T. 12 N., R. 2 W., 55 feet northwest of southeast corner of sec. 36;

iron post stamped " 1267 No. 45 Okla "________________ 1,267. 236

NORMAN QUADRANGLE.

[Latitude SS^-SS" 15'; longitude 97° 15'-97* 30'.]

From Purcell northwest along Atchison, Topeka & Santa Fe Ry. to point 3 

miles north of Norman.

Purcell, in front of new railroad station; top of rail 1,028.8 

Purcell, U. S. Courthouse, in first course of stone above basement, 

second stone from southwest corner, middle of south face; bronze 

tablet stamped " 1092 Okla " _ __ _ _____ _ 1,093.615 

Canadian River, railroad bridge over, east side of south pier; northeast rivet on bridge plate _ 1,059.4 

Noble, in front of station; top of rail _ 1,174. 5 

Norman, in front of station; top of rail 1,166.4 

Norman, State Bank, left side of entrance, northeast corner, second

stone above sidewalk; bronze tablet stamped " 1170 Okla "____ 1,172.124 

Norman, T. 9 N., R. 2 W., sec. 30, crossing of Atchison, Topeka & 

Santa Fe Ry. and half-section line, 50 feet northwest of; iron post 

stamped " No. 32 1173 Okla "___._________ ___ 1,173. 488

From Purcell east to Indian meridian.

Lexington, southwest corner of school yard; iron post stamped 

" 1083 Okla " ________ ______ _____- -__ ____ 1,084. 948

T. 6 N., R. 1 W., southeast corner of sec. 3; iron post stamped " 1111

Okla "___________ ____-___ __________ 1,112. 844

From Norman east to Indian meridian and north near Indian meridian.

T. 9 N., R. 2 W., crossing of Atchison, Topeka & Santa Fe Ry. and

south line of sec. 32, 50 feet northwest of; iron post stamped " 1152

Okla. No. 33"________ __________________ __ 1,152.092 

T. 8 N., R. 2 W., 50 feet southwest of northeast corner of sec. 3; iron

post stamped "11SS Okla. No. 34"___________________ 1,188.254 

T. 8 N., R. 1 W., 45 feet southeast of northwest corner of sec. 6; iron

post stamped " 1076 Okla. No. 35 "___________________ 1,077. 622 

T. 8 N., R. 1 W., 50 feet southwest of northeast'corner of sec. 5; iron

post stamped " 1043 Okla. No. 36 "___________________ 1, 043.241 

T. 9 N., R. 1 W., 60 feet northwest of southeast corner of sec. 33; iron

post stamped " 1037 Okla. No. 37 "___________________ 1, 036.846 

T. 9 N., R 1 W., 300 feet north of southwest corner of sec. 36, west

side of 10-inch black-jack tree, in root; nail marked " TJ. S. B. M.

1106.1"______________________________ _-___ 1,106.38
102 SPIRIT LEVELING IN OKLAHOMA, 1895-1912.

Feet. 

T. 9 N., R 1 W., 60 feet northwest of southwest corner of sec. 25; iron

post stamped " 1010 No. 11"__________ ____________ 1,009. 978

T. 9 N., R. 1 W., quarter corner east side of sec. 23, west of road, 150

yards south of hill top, in east side of tree; nail___________ 1,114. 58 

T. 9 N., R. 1 W., 75 feet south of northeast corner of sec. 23, on east

side of 12-inch post-oak tree, in stump; nail marked " U. S. B. M.

1144 " ________________________________.______ 1,144. 41

From T. 8 N., Us. 1 and 2 "W., north, along range line to center of T. 9 N.

T. 8 N., R. 1 W., 45 feet southeast of northwest corner of sec. 6; iron 

post stamped " 1078 Okla No. 35 "____________________ 1,077. 622

T. 9 N., R. 2 W., 100 feet west and 30 feet south of northeast corner 

of sec. 24; iron post stamped " 1148 Okla No. 38 " ___ 1,148. 263

Along township and section lines.

Tps. 7 and 8 N., Rs. 2 and 3 W., corner of; iron post__________ 1,138. 607 

Canadian River, meander corner on, between T. 7 N., R. 2 W., sec. 4,

and T. 8 N., R 2 W., sec. 33; iron post_________________ 1,065.947 

Canadian River, meander corner on, between T. 6 N., R. 2 W., sec. 1,

and T. 7 N., R. 2 W., sec. 36; iron post-________________ 1,031.067 

Tps. 6 and 7 N., Rs. 2 and 3 W., corner of; iron post__________ 1,125.977

Platte National Park.

[Latitude 34* 29'-34° 31'; longitude 96" 56' 96° 59'.] 

MURRAY COUNTY.

These elevations are based upon the 1912 adjustment of precise 

leveling through old Indian Territory levels. The initial point is an 

iron post at the standard corner T. 1 N., Us. 3 and 4 E., and the elevation accepted is taken from Bulletin No. 175, page 111, plus a 

correction of 2.0 feet.

Leveling in 1908 by B. A. Jenkins.

From corner of T. 1 N., Es. 3 and _ E., west through Buffalo and Antelopo 

Springs to Bromide Springs and return.

Feet.

T. 1 N., Rs. 3 and 4 E., standard corner; iron post__ ________ 1,200. 234

Platte National Park, 400 feet south of entrance, in sandstone ledge; 

aluminum tablet stamped "976-1908"_________________ 975.977

Pavilion Springs, southern spring, in top of hood over; aluminum tablet stamped " 1908-2-940 "_____________ ___________ 940.151

Platte National Park, 200 feet north of office, in granite slab in 

ground; aluminum tablet stamped '' 190S-6-963," slab marked 

" U. S. B. M. 962.3 "________ _ _ ________ 963. 788

Platte National Park, 400 feet southeast of superintendent's office 

on summit of hill, in ledge; aluminum tablet stamped " 1011-1908 "_ 1, Oil. 515

Bromide Springs, at south end of footbridge over Rock Creek, in 

cement seat; aluminum tablet stamped " 1908-5-929 "_______ 929. 318

Antelope Springs, 20 feet south of, in sandstone ledge; aluminum 

tablet stamped "1080-1908"_______________________ 1,080.250
APPENDIX A.

ELEVATIONS ADJUSTED BY THE COAST AND GEODETIC 

SURVEY FROM PRECISE LEVELING.

Addington, Arapaho, Chickasha, Enid, Erick, Hobart, Ingersoll, Kingfisher, Montague, Fond Creek, Rush Springs, and Watonga quadrangles.

CANADIAN, GAEFIELD, GEADT, GRANT, JEFFERSON, KINGFISHER, AND STEPHENS COUNTIES.

The following descriptions and elevations are taken from reports 

of the Coast and Geodetic Survey and are republished by permission 

of the superintendent of that bureau. The bench marks were established by the Coast and Geodetic Survey from precise leveling and 

were included in the 1912 adjustment by that bureau. The elevations 

are likely to be changed only slightly by any future adjustment.

ADDINGTON QUADRANGLE. 

[Latitude 34°-34 8 30'; longitude 97° 30'-98°.]

From point near Ryan along Chicago, Rock Island & Pacific Ry. to point

near Duncan.

Feet. 

Ryan, 1 mile north of, on bridge 3212 over Beaver Creek, in east side

of south abutment, 6 inches from east and north edges of stone;

copper bolt (C. & G. S. b. m. C)_____.._____________ 827.000

Sugden, 500 feet north of railroad station, east side of track, in angle 

of right-of-way fence and fence crossing the track, 4 feet from each 

fence and 45 feet from nearest rail of main track, in top of marble 

post; bottom of square hole, lettered " U. S.DB. M." (C. & G. S. 

b. m. D)____________________________________ 847.803

Addington. near, in angle formed by east right-of-way fence of railroad and first fence crossing railroad track south of station, 200 

feet east of track, in top of marble post; bottom of square hole, 

marked " U. SDB. M." (C. & G. S. b. m. E) ____________ 909.969

Addington, 3.5 miles north of, on east side of north abutment of culvert just south of mile pole 490, in first step below coping stone, 

6 inches from either edge; copper bolt (C. & G. S. b. m. F)____ 930. 500

Comanche, 1.5 miles south of mile pole 486, on east side of north 

abutment of bridge 3187, 12 inches from east and south edges of 

stone; bottom of square hole (C. & G. S. b. m. G)________ 967.852

Comanche, in stone building owned by J. S. Minton, in second stone 

column west of entrance to part of building occupied by the owner, 

4 feet above sidewalk; copper bolt (C. & G. S. b. m. H)_______ 986.777

Comanche, 4 miles north of, in coping of railway culvert, 7 telegraph 

poles north of mile pole 481, on west side of track, in northwest 

corner of coping, 6 inches from either edge; copper bolt (C. & G. S. 

b. m. I)___ ____-____ - _____ 1,016.573

103
104 . SPIRIT LEVELING IN OKLAHOMA, 1895-1912.

Feet 

Duncan, in northeast corner of pier supporting the railway water

tower on south and east side, 4 inches from either edge, in lower

tier; copper bolt (0. & G. S. b. m. J)________________. 1,126.455

ARAPAHO QUADRANGLE. 

[Latitude 35° 30'-36°; longitude 98° 30'-99*.]

From'point near Hydro west along Chicago, Rock Island & Pacific Ry. to point 

near Parkersburg.

Hydro, on south end of west concrete pier of plate-girder bridge No. 

5526 over Deer Creek; copper bolt (C. & G. S. b. m. Mz )_______ 1,469.105

Hydro, on southwest corner of red sandstone building at northeast 

corner of Main and Caddo streets, occupied in 1909 by the post 

office, set horizontally facing Main Street, 0.3 meter above concrete 

sidewalk; red metal disk (C. & G. S. b. m. N»)____________ 1,557.480

Hydro, 55 meters west of west end of station, 4 meters north of ceater 

line of main track, near west end of gravel platform of station; bottom of square hole in top of stone post, marked " U. S. B. M." (C. 

& G. S. b. m. O«)______________________________ 1,489.026

 Hydro, 2.2 miles west of, on north end of west concrete abutment of 

plate girder bridge No. 5568 over Deer Creek; copper bolt (C. & G. 

S. b. m. Pz )___'_____ _ _ _________ 1,497.631

Weatherford, 2.8 miles east of, 14.3 meters south of center line of main 

track, directly opposite milepost 560, 400 feet west of west end of 

pile trestle bridge No. 5599; red metal disk on top of iron post (C. & 

G. S. b. m. Q,) - __-- 1,566.608

Weatherford, 44.9 meters west' of west end of station, 6.9 meters north 

of center line of main track, near Broadway crossing; bottom of 

square hole in top of stone post, marked " U. S. B. M." (C. & G. 

S. b. m. R3 )_ _ i _ _ _________ 1,645.909

Weatherford, at southwest corner of Broadway and Main streets, in 

Stone foundation of brick building occupied in 1909 by the First 

National Bank of Weatherford, 0.4 meter above sidewalk; red metal

disk (C. & G. S. b. m. Sa ) ______1,659.596

Weatherford, 2.6 miles west of, near middle of fourth curve west of 

Weatherford station, 3.5 meters below top of rail, in center of north 

spandrel wall of a reinforced concrete culvert; copper bolt (C. & G. 

S. b. m. T,) __ 1,694.029

Weatherford, 3.4 miles west of, on south end of east concrete abutment 

of plate girder bridge No. 5662; copper bolt (C. & G. S. b. m. Uz )~ 1,723. 668

Weatherford, 4.8 miles west of, on top of cut on divide between South 

Canadian and Washita rivers, 10£ poles east of milepole 568, 14 

meters southwest of center line of main track, just inside of right of 

way; top of red metal cap on iron post (C. & G. S. b. m. V2 ) ____ 1,799. 294

Indianapolis, 2 miles east of, 13.4 meters south of center line of main 

track, on west line of north-south highway at crossing on curve, 

4 poles west of milepole 571; top of red metal cap on iron post (C. 

&-G. S. b. m. W8 ) _ _ _____________ 1,678.015

Indianapolis, nearly opposite large grain elevator, just inside of right 

of way, 44 meters southeast of a point on center line of main track, 

33 meters northeast of center of temporary railroad station; top of 

red metal cap on iron post (C. & G. S. b m. Xz) ____________ 1, 666.172
ELEVATIONS BY COAST AND GEODETIC SUBVEY. 105

Feet. 

Indianapolis, 3.8 miles west of, 650 feet southwest of pile trestle No.

5768 over Turtle Creek, 32 meters northwest of center line of main 

track, on north line of east-west highway at crossing near milepole 

577; top of red metal cap on iron post (C. & G. S. b. m. Y2 )____ 1,530.049

Clinton, 1.4 miles northeast of,' 0.5 mile east of crossing of St. Louis 

& San Francisco R. R. and Chicago, Rock Island & Pacific Ry., 

on south end of bridge seat of east concrete abutment of one-span 

steel bridge of latter railway over Washita Riverj red metal disk 

(C. & G. S. b. m. Z3 )______________________________ 1,490.374

Clinton, directly opposite north end of passenger station, 8.4 meters 

east of center line of main track; bottom of square hole in top of 

stone post, marked " U. S. B. M." (C. & G. S. b. m. As)________ 1, 517.175

Clinton, at southwest corner of Frisco Avenue and Fifth Street, in first 

stone above the Frisco Avenue sidewalk, on west end of brick and 

stone building of C. G. Welch; red metal disk (C. & G. S. b. m. B3 )_ 1, 565.492

Clinton, near corner of Choctaw Avenue and Sixth Street, on west 

corner of southwest concrete pier supporting one of the four steel

columns of city water tower; copper bolt (C. & G. S. b. m. C»)___ 1, 566. 283 

Clinton, 1 mile north of, on face of north concrete abutment of plate 

girder bridge on which the Kansas City, Mexico & Orient Ry. crosses 

the Chicago, Rock Island & Pacific Ry., 1 meter above tracks and 2 

meters from east face of abutment; copper bolt (C. & G. S. b. 

m. D,) _ _ ______ _______________ ._ 1,496.417

CHICKASHA QUADRANGLE. 

[Latitude 35°-35° 30'; longitude 97° 30'-98'.]

From point near Ninnekah along Chicago, Rock Island & Pacific Ry. to point

near £1 Reno.

Chickasha, in top step of eastern entrance to First National Bank 

building, 12 inches from north end of step and 5 inches from iron 

grating; copper bolt (C. & G. S. b. m. Q)_______________ 1,092.728

Chickasha, 0.8 mile north of, on southwest corner of north abutment 

of bridge 3164, 4 inches from west and 12 inches from south edge 

of stone; bottom of square hole (C. & G. S. b. m. R)_______ 1,090.034

Chickasha, 2.5 miles north of, on northeast corner of south abutment 

of bridge over Washita River, 6 inches from north and east edges 

of stone; bottom of square hole (C. & G. S. b. m. S)______ 1,089.093

Chickasha, 4 miles north of; iron rail on end, used as a marker for 

mile pole 432 (C. & G. S. t. b. m. 114)________________ 1,101.379

Minco, 3 miles south of, in sec. 8, T. 9 N., R. 7 W., on property of 

Kit Carson, of Minco, on old trail or road from Minco to Chickasha, 

on highest point of bold ridge, 0.8 mile west of Chicago, Rock Island 

& Pacific Ry.; bench mark is 1 decimeter west of triangulation, 

between the U and the S; triangulation station marked by point of 

spike projecting from pipe filled with concrete covered with onehalf inch of cement; bench mark is bottom of square hole cut in 

cement near station mark (C. &-G. S. Carson A)__________ 1,429.455

Minco, on southeast corner of northeast pier supporting central part 

of railway water tank, 3 inches from either edge; bottom of square 

hole (C. & G. S. b. m. T)__________________________ 1,297.009

Minco, north side of Bank of Minco, on water table to double window, 

4 inches from west end; bottom of square hole (C. & G. S. 

b. m. U)______________ _ 1,300.857
106 SPIRIT LEVELING IN OKLAHOMA, 1895-1912.

Feet. 

Union, in angle of fence, about 1,000 feet north of station, 70 feet east

of track, in top of limestone post; bottom of square hole marked

"TJ. S. D B. M." (C. & G. S. b. m. A)_________________ 1,334.879

El Reno, 5 miles south of, on land of G. L. Newman, 1.2 kilometers 

east of track of Chicago, Rock Island & Pacific<Ry., at triangulation 

station El Reno East Base; center of bronze tablet (C. & G. S. El 

Reno E. B-A) ____________________________-___ 1,443.721

El Reno, 7 miles southwest of, on land' of J. T. Seawell, at triangulation station El Reno West Base; center of bronze tablet (C. & G. S. 

El Reno W. B.A) _______________-___________ 1,531.441

KINGFISHER QUADRANGLE. 

[Latitude 35° 30'-36 9 ; longitude 97° 30'-98°.] 

From point near Ei Reno along Chicago, Rock Island & Pacific Ry. to Dover.

El Reno, across tracks from and in line with south end of railroad 

station; top of section of iron rail in ground (C. & G. S. t. b. m. 

142) _______________________________________ 1, 365.404

El Reno, on north side of Minneapolis Threshing Machine Co.'s building, which is close to railroad track and 0.25 mile north of Chicago, 

Rock Island & Pacific Ry. station, on west side of doorstep to 

office entrance; bottom of square hole (C. & G. S. b. m. B)_____ 1, 360.188

El Reno, on Bickford Avenue between Hays and Woodson Streets, 

on a building with a galvanized iron front painted and sanded to 

represent white stone, facing east with a drug store occupying the 

north room (1902) ; center of iron step in stairway (C. & G. S. b. m. 

City El Reno)______ _________ ________ 1,357.589

At Fort Reno.

Fort Reno, 0.5 mile southwest of station, at northwest corner of Fort 

Reno settlement, on southwest corner of southwest stone base supporting one of the steel columns of high steel water tank; bottom 

of square hole, marked "TJ. S. B. M." (C. & G. S. b. m. A3 )____ l,395.502

From El Reno north along Chicago, Rock Island & Pacific Ry. to point near

Hennessey.

El Reno, across tracks from and in line with south end of railroad station ; top of section of iron rail in ground (C. & G. S. t. b. m. 142)_ 1, 365. 404

El Reno, on north side of Minneapolis Threshing Machine Co.'s building, which is close to railroad track and 0.25 mile north of railway 

station, on west doorstep to office entrance; bottom of square hole 

(C. & G. S. b. m. B)________^____________________ 1,360.188

El Reno, Bickford Avenue between Hays and Woodson,streets, on a 

building with a galvanized-iron front, painted and sanded to represent white stone, facing east, with a drug store occupying the north 

room (1902) ; center of iron step in stairway (C. & G. S. b. m. 

"City El Reno")_______________________________ 1,357.589

Darlington, in southeast corner of northeast pier supporting central 

part of railway water tank; bottom of square hole (C. & G. S. 

b. m. C) _____________________-_____-_____ 1, 336. 434
ELEVATIONS BY COAST AND GEODETIC SUEVEY. 107

Feet. 

Caddo, 0.5 mile north of, on top of section of iron rail in ground used

as a marker for mile pole 396 (C. & G. S. t b. m. 148)_______ 1,306.158

Okarche, 6 telegraph poles north of station and 3$ poles south of mile 

pole 388, in an angle of fence, 30 feet west from and 6 feet above 

tracks; bottom of square cut in top of stone post, marked " U. S. D 

B. M." (C. & G. S. b. m. D)_________________________ 1,239.289

Kingfisher, on northeast corner of southeast pier supporting central 

part of water tank; bottom of square hole (C. & G. S. b. m. E) __ 1,053.02(?

Kingfisher, on south corner of iron shoe plate upon concrete on which 

rests south iron column supporting standpipe to city water plant; 

square bounded by edges of plate and two chisel marks (C. & G. S. 

b. m. F) __ ______________ ______ 1,057.370

Kingfisher, on east side of Kingfisher National Bank, on sill of third 

window from corner, 8 inches from south edge of sill; bottom of 

square hole (C. & G. S. b. m. G)____________________ 1,056.389

Dover, on southwest corner of base stone to northwest pier supporting the outer part of the railway water tank; bottom of square

hole (C. & G. S. b. m. H)__________________________ 1,033.909

MONTAGUE QUADRANGLE.

[Latitude 33° 30'-34'; longitude 97" 30'-98°.]

From Terral along Chicago, Bock Island & Pacific By. to point near Byan.

Terral, in northwest corner of southeast pier supporting the railway 

water tank, 5 inches from either edge; copper bolt (C. & G. S. b. m. 

A) ___-_-_ -_ __- 846.822

Terral, 5 miles north of, in west side of stone culvert of Chicago, 

Rock Island & Pacific Ry., south of mile pole 514, 25 feet west by 

20 feet below railroad track; copper bolt (C. & Gf S. b. m. B)__ 831.035

ENID QUADBANGLE. 

[Latitude 36" 30'-37°; longitude 97° 30'-98".]

From point near Hennessey north along Chicago, Bock Island & Pacific By. to 

point near Kremlin.

Hennessey, on northeast corner of southeast pier supporting central 

part of railway water tank; bottom of square hole (C. & G. S. 

b. m. I)________________ - - 1,162.196

Hennessey, on S. N. Bree's (1901) brick building near corner of 

Main Street and Oklahoma Avenue, near base of iron column at 

left of entrance; center of square formed by edges of base plate 

and two chisel marks (C. & G. S. b. m. J)____ _ _ 1,162.600

Bison, between sixth and seventh telegraph poles north of station, 

10 feet from seventh pole and one pole south of switch stand; 

bottom of square hole in top of stone post marked " U. S. D B. M." 

(C. & G. S. b. m. K)____________-_ - 1,240.164

Waukomis, in large brick public-school building on west side, in 

northwest corner pilaster, 9 inches from corner and 4 feet above 

ground, in center of brick; copper bolt (C. & G. S. b. m. L) 1,264.180

Waukomis, 0.5 mile northwest of, in sec. 23, T. 21 N., R. 7 W., on 

property of J. Crick, 100 meters northwest of hie dwelling; bottom 

of square hole in top of cement-filled pipe (C. & G. S. triangulation 

Station "Waukomis") ________-___ __ 1,275.335
10& SPIRIT LEVELING IF OKLAHOMA, 1895-1912.

Feet. 

Waukomis, 0.5 mile .northwest of, 210.050 meters east of Waukomls

triangulation station, in northeast corner of J. Crick's garden near 

public road; flat part of concrete near projecting point of spike 

used as a reference mark for Waukomis triangulation station 

(C. & G. S. "Waukomis E")_______________________ 1,261.828

Enid, 1,600 feet north of station, in northeast corner of south concrete abutment to bridge (1902), 9 inches from the east and north 

edges of concrete; copper bolt (C. & G. S. b. m. M)________ 1,237.436

Enid, at eastern entrance to First National Bank on Broadway Street, 

on north end of lowest step, 4 inches from north column to arch 

of doorway and 5 inches above sidewalk; bottom of square hole 

(C. & G. S. b. m. N)___________________________ 1,247.179

North Enid, on southeast corner of foundation stone of east one 

of outer supports on south side of railway water tank; bottom of 

square hole (C. & G. S. b. m. O)____________________ 1,249.926

North Enid, 2 miles north by 2.5 miles east of, in sec. 22, T. 23 N., 

R. 6 W., on a prominent ridge, in line of fence on south side of 

road (the northern boundary of property of Mr. Smith), 76 

meters from corner of sees. 14, 15, 22, and 23; the bench mark is 5 

inches north of triangulation station mark and is marked by the 

head of a nail driven flush with bottom of square in top of cementfilled pipe (C. & G. S. "Enid A ")________________-__ 1,263.360

ERICK QUADRANGLE. 

[Latitude 35*-35° 30'; longitude 99° 30'-100°.]

From point near Merritt southwesterly along Chicago, Rock Island & Pacific Ry.

to Texola.

Merritt, directly opposite temporary station, 42 meters north of center 

line of main track, just east of gate to private road; bottom of 

square hole in top of limestone post, marked "U. S. B. M." 

(C. & G. S. b. m. T8 )____________________________ 2,051.242

Doxey, on south side of one of the stone piers supporting columns of

the railway water tank (this pier is west one of second row from

track) ; bottom of square hole, marked " U. S. B. M." (G. & G. S.

b. m. TJ3 )__________________________________ 1,837.995

Doxey, 18.1 meters east of east end of railway station, 10.7 meters 

north of center line of main track; top of red metal cap on iron 

post (C. & G. S. b. m. V8 )_______________________ 1,837.513

Sayre, 1.2 miles east of station, on east line of north-south road at 

crossing, 0.5 meter south of center line of main track; top of red 

metal cap on iron post (C. & G. S. b. m. W8 )~___________ 1,839.606

Sayre, 0.7 mile east of station, in center of top of south spandrel wall 

of small concrete culvert; copper bolt (C. & G. S. b. m. Xa)____ 1,818.963

Sayre, at southwest corner of Main and Fourth streets, 1 decimeter 

above Main Street sidewalk, on base stone near center of north 

face of Thurmond Block, the corner room of which is occupied by 

the First State Bank; red metal disk set horizontally facing Main 

Street (C. & G. S. b. m. Y8 )_________>_____________ 1,807.106

Sayre, just west of railway dining house, directly across from coal 

chutes at station, 45 meters south of center line of main track, on 

south fence line of east-west road; bottom of square hole in top of 

stone post, marked " U. S. B. M." (C. & G. S. b. m. Z»)______ 1,810.577
ELEVATIONS BY COAST AND GEODETIC SUEVEY. 109

Feet. 

Sayre, 4.1 miles west of station, 4 poles west of milepole 631, near

private road crossing, the west end of first considerable sandy cut 

west of Cane Mill spur, 15 meters north of center line of track; 

top of red metal cap on iron post (C. & G. S. b. m. A*)__.____ 1,844.845

Hext Ranch, 45 meters north of center line of main track, 115 meters 

west of northwest property corner at road crossing near cotton 

gin; top of red metal cap on iron post (C. & G. S. b. m. B«)____ 1, 930. 534

Erick, 2 miles east of, just inside right of way at east end of a sandy 

cut, 1 pole west of milepole 639, 14 meters north of center line of 

main track; top of red metal cap on iron post (C. & G. S. b. m. CO_ 2,024. 521

Erick, at corner of Main and Broadway streets, on east face of First 

State Bank Building, in base stone to left of corner entrance, 

1 decimeter above sidewalk; red metal disk (C. & G. S. b. m. D«)_ 2,061.400

Erick, 130 meters west of ticket office in station, 75 meters west of 

Main Street crossing, 12.8 meters north of center line of main 

track, in line with telegraph poles; bottom of square hole in top

of stone post, marked "U. S. B. M." (C. & G. S. b. m. &)._....__ 2,061.453

Brick, 2.6 miles west of, 14 meters north of center line of main track, 

at northwest intersection at highway crossing, just inside of right 

of way; red metal cap on iron post (C. & G. S. b. m. FO_____ 2,022.086

Texola, 650 feet east of ticket office in railway station, 315 feet east 

of road crossing, 10.9 meters north of center line of main track, in 

line with telegraph poles and'just west of section house; bottom of 

square hole in top of stone post, marked "U. S. B. M." (C. & G. S. 

b. m. GO __ _ 2,147.342

Texola, on east end of concrete foundation of railway station, 1.15 

meters from southeast corner of building, 0.25 meter above ground 

and 1.2 meters below top of window sill; red metal disk (C. & G. 

S. b. m. HO - _ 2,151.423

HOBART QUADRANGLE. 

[Latitude 35"-35° 30'; longitude 99'-99° 36'.]

From point near Parkersburg southwest along Chicago, Rock Island & Pacific 

Ry. to point near Merritt.

Clinton, 3 miles west of, just inside right of way, 12 meters north of 

center line of main track, 110 meters west of private road crossing 

at top of grade; red metal cap on iron post (C. & G. S. b. m. Es)__ 1, 547.382

Parkersburg, 2 miles northeast of, on southeast one of stone supports 

for the columns of railroad water tank; bottom of square hole, 

marked " U. S. B. M." (C. & G. S. b. m. F8 ) _ ________ 1,544.872

Parkersburg, 135 meters west of temporary railroad station, 17 meters 

south of center line of main track, at west end of a cut, on edge of 

a swamp; top of red metal cap on iron post (C. & G. S. b. m. Gs)__ 1,524. 725

Parkersburg, 5.7 miles west of, one pole east of milepole 591, at Alfalfa spur of Chicago, Rock Island & Pacific Ry., just inside road 

line near railroad property corner, near north-south road crossing, 

14 meters south of center line of main track at east-west road crossing; top of red metal cap on iron post (C. & G. S. b. m. Hs)____ 1,578. 208

Foss, 100 meters east of station, 8 meters south of center line of main 

track, 45 meters east of Adams Street crossin'g, in front of Foss 

Mill & Elevator Co.'s buildings; bottom of square hole in top of 

stone post, marked "U. S. B. M." (C. & G. S. b. m. Is)_______ 1,625.669
110 SPIKIT LEVELING IN OKLAHOMA, 1895-1912.

Feet. 

Foss, at northwest corner of Adams and Main streets, slightly above

sidewalk, on projecting basement stone at southwest corner of brick 

building of Foss Mercantile Co.; bottom of square hole marked 

"U. S. B. M." (C. & G. S. b. m. J8 )___-______________ 1,640.896

Foss, on northeast corner of east one of two stone piers nearest track 

which support the columns of railroad water tank, near west end 

of passenger station; bottom of square hole, marked " U. S. B. M." 

C. & G. S. b. m. K8 )_______________-_________i___ 1,628.559

Foss, 3.7 miles west of, just inside right of way, 2 poles west of milepole 598, west end of cut on third curve west of Foss, 14 meters 

south of center line of main track; top of red metal cap on iron 

post (C. & G. S. b. m. L3 )_________________________ 1,758.152

Canute, just inside right of way east of section house, nearly opposite 

east end of railroad station, 45 meters north of center line of main 

track; top of red metal cap on iron post (C. & G. S. b. m. Ms)__ 1,903.244

Canute, 3.4 miles west of, on base of southeast one of four central 

stone piers supporting wooden columns of water tank; bottom of 

square hole, marked "U. S. B. M." (C. & G. S. b. m. Ns) _____ 1,944.484

Elk' City, 1.6 miles east of, near fence line on east side of road, at 

crossing 1 mile west of Washita-Beckham county-line road, 15 

jneters south of center line of main track; top of red metal cap on 

Iron post (C. & G. S. b. m. Os) ____ 1,942.864

Elk City, on right of way, 43.6 meters east of east corner of railroad 

station and 17 meters southeast of center line of main track; bottom of square hole in top of stone post, marked "II. S. B. M." 

(C. & G. S. b. m. Ps)___________ ___ ______ 1,914.265

Elk City, at southeast corner of Broadway and Main streets, on left 

side of corner entrance to ThurmoHd Building, occupied by First 

State Bank, 0.7 meter abeve sidewalk; red metal disk (C. & G. S. 

b. m. Qs )________________ __ ____ 1,926.295

Elk City, at northwest corner of Jefferson and Broadway streets, on 

 stone window sill near sidewalk level, on south side of building occupied by German State Bank; bottom of square hole, marked 

"U. S. B. M." (C. & G. S. b. m. &) - _-_ 1,931.098

Elk City, 5 miles southwest of, just inside right of way, at northwest 

corner of read crossing, at highest point of railroad between El 

Reno and Sayre, 14 meters north of center line of main track; top 

of red metal cap on top of iren post (C. & G. S. b. m. S3 ) __ _ 2,092. 246

INGERSOLL QUADRANGLE.

[Latitude 36° 30'-37° ; longitude 98°-98 c 30'.]

At Manchester,

Manchester, in north face of Odd Fellows Hall, in center of brick column at northeast corner, in fifteenth tier above stone foundation; 

copper bolt (C. & G. S. b. m. Y)_____________________ 1,288.521

PONDCREEK QUADRANGLE. 

[Latitude 36" 30'-37° ; longitude 97° 30'-98V]

From point near Kremlin north along Chicago, Rock Island & Pacific Ry. and 

northwest along Atchison, Topeka & Santa Fe Ry. to point near Manchester.

Kremlin, 12 feet south of sixth telegraph pole north of station; bottom of square hole in top of stone post, marked " U. S. D B. M." 

(C. & G. S. b. m. P)____________________________ 1,120.949
ELEVATIONS BY COAST AND GEODETIC SUKVEY. Ill

Feet. 

Pond Creek, on stone doorstep of schoolhouse (1895), 4 inches from

eastern side of arch to south doorway and 2 inches from edge of 

stone; bottom of square hole (C. & G. S. b. m. Q)__________ 1,050.382

Jefferson, 0.5 mile south of, on northwest corner of southwest foundation stone supporting the column to central part of railway water 

tank; bottom of square hole (C. & G. S. b. m. R)__________ 1,047.898

Medford, in southeast angle formed by the Chicago, Rock Island & 

Pacific Ry. and the Atchison, Topeka & Santa Fe Ry., 60 feet from 

each track; bottom of square hole in top of stone post, marked 

"U. S.DB. M." (C. & G. S. b. m. S)___________________ 1,087.265

Medford, in east face of brick school building, 4 feet above ground, 

near center of third brick from northeast corner; copper bolt (C. 

& G. S. b. m. T)________________________________ 1,099.312

Medford, on southwest corner of east one of outer supports on north 

side of Atchison, Topeka & Santa Fe Ry. water tank; bottom of > 

square hole (C. & G. S. b. m. U)____________________ 1,099.164

Clyde, 10 feet west of third telegraph pole east of and across tracks

from Atchison, Topeka & Santa Fe Ry. station; bottom of square 

hole in top of stone post, marked "U. S.DB. M." (C. & G. S. b. 

m. V) ____________________________________ 1,113.249

Wakita, on south face of east column of Masonic Hall, on Main 

Street, in middle brick in seventeenth tier from sidewalk; copper 

bolt (C. & G. S. b. m. W)______________._________ 1,181.963

Gibbon, 2 poles east of and across tracks from station sign, 10 feet 

west of second telegraph pole west of milepole 305; bottom of 

square hole in top of stone post, marked "U. S.DB. M." (C. & 

G. S. b. m. X)_______________________________ 1,183.056

RUSH SPRINGS QUADRANGLE. 

[Latitude 34" 30'-35e ; longitude 97° 30'-98°.]

From point near Dtmcan along Chicago, Rook Island & Pacific Ry. to point

near Ninnekah.

Duncan, 1.5 miles south by 5 miles west of, in sec. 16, T. 1 S., R. 8 

W., on top of high flat hiil with woods on east and north; spike projecting from pipe filled with concrete covered with one-half inch of 

cement; bench mark is bottom of square hole cut in cement near 

station mark (C. & G. S. triangulation station Duncan) ____ 1,224.384

Check bench mark is iron spike 10 inches long driven flush with 

ground 6 decimeters from east leg of inner tripod and in line with 

leg and station mark, 0.0271 meter below bench mark (Duncan A )- 1,224.295

Marlow, 2.5 miles south of, 1.5 telegraph poles north of mile pole 

468, on 2*-foot iron pipe culvert, 10 feet below tracks, 20 feet from 

rail on east end of pipe; cross on highest point. (C. & G. S. b. 

m. K) _____________________________________ 1, 298. 049

Marlow, on east side of First National Bank building, 6 inches from 

south end of water table to double window; square 1 inch on a side 

(C. & G. S. b. m. L)___________________________ 1,313.849

Marlow, southwest corner of Fifth Street and Brummett Avenue, in 

northeast corner of public school lot, on concrete pier (red sandstone and Portland cement), used by E. Smith in 1899 for longitude 

observations; the longitude station is marked by bronze station 

mark; bench mark is cross marking station (C. & G. S. Marlow 

Longitude Station) ________ ____.. ____ _ ___ 1,312.432
112 SPIRIT LEVELING IN OKLAHOMA, 1895-1912.

Peet. 

Marlow, 4.5 miles north of, in coping stone to east side of an arched ,

stone culvert, 6 inches from south and east edges of stone; copper

bolt (C. & G. S. b. m. M) ________________________ 1, 26a 973

Rush Springs, in northwest pier of center set of supports to railway 

water tank; bottom of square hole (C. & G. S. b. m. N)______ 1,292.107 f

Ninnekah, 6 miles south of, at siding No. 2, on top of section of iron < 

rail used as a marker for mile pole 449 (C. & G. S. t b. m. 95)__ 1, 25& 258

Ninnekah, 4 miles south of, on coping stone to culvert, 4$ telegraph 

poles north of mile pole 447$, on west side of track, 4 inches from ^ 

west edge and 28 inches from south edge of stone; bottom of square f 

hole (C. & G. S. b. m. O)________________________ 1,225.030

Ninnekah, 0.5 mile north of, bridge over Little Washita River, on 

west side of south abutment, in bridge seat, 6 inches from north 

edge and 30 inches from west edge of stone; copper bolt (C. & G. S. 

b. m. P)__ _ _ __ _____ 1,076.422 j

i

WATONGA QUADRANGLE.

[Latitude 35° 30'-36° ; longitude 98°-98° 30'.]

/

From point near Fort Reno west along Chicago, Rock Island & Pacific Ry. to , 

point near Hydro.

Calumet, 100 meters west of station, 19 meters north of center line of 

main track, on top of north retaining wall of concrete which sup- \ 

ports the roadway leading into the elevator of the Farmer's Grain 

Co.; copper bolt (C. & G. S. b. m. B2 )_________________ 1,376.503 i

Calumet, 7.5 miles west of, 180 feet west of small timber bridge No. 

5305, li poles west of pole 530-15, on west line of highway at crossing, 13.5 meters south of center line of main track; red metal cap on 

iron pipe (C. & G. S. b. m. G,)______________________ 1,444.341 '

Geary, 70 meters west of west end of station, near west end of trian- ! 

gular plat on which the railroad water tank stands, 4.9 meters { 

north of center line of main track; bottom of square hole in top of 

stone post, marked '"U. S. B. M." (C. & G. S. b. m. D2 )______ 1,540.115 \

Geary, on low stone window sill on west side of north or main face of )

Geary Opera House; bottom of square hole, marked " U. S. B. M." ' 

(C. & G. S. b. m. E»)____-______ ______ ____ 1,549.901

Geary, on projecting foundation stone at northwest corner of north 

or main entrance to Geary public-school building; bottom of square 

hole marked "U. S. B. M." (C. & G. S. b. m. F2 )__________ 1,583.409 I

Geary, on east corner of northeast concrete foundation supporting one , 

of the steel columns of city water tank; copper bolt (C. & G. S. 

b. m. G2 )____________________ ___________ 1,590.391

Geary, 3.5 miles south of, 75 meters south of south end of railway 

pile trestle 5385, at entrance to cut, 15 meters west of center line of > ' 

main track; red metal cap on top of iron post (C. & G. S. b. m. 

Ha) ______________________________________ 1,430.315

Geary, 7.25 miles southwest of, on west end of north concrete retaining wall supporting embankment at end of steel bridge over South 

Canadian River; red metal disk (C. & G. S. b. m. L)________ 1,407.452

Bridgeport, 240 meters east of station, 41.5 meters south of center 

line of main track, on east property line of the extension of Main 

Street; red metal disk on top of iron post (C. & G. S. b. m. Ja)__ 1,425.840
ELEVATIONS BY COAST AND GEODETIC SUBVEY. 113

Feet. 

Bridgeport, 2.5 miles west of, 400 feet west of west end of railway pile

trestle 5459., 550 feet west of highway crossing, directly opposite 

milepost 546, 18 meters south of center line of main track; red 

metal disk on top of iron post (C. & G. S. b. m. K2 ) ________ 1,428.904 

McCool, 15.9 meters south of center line of main track, 180 meters 

east of temporary station, just outside right of way at southwest 

property corner at highway crossing; red metal disk on top of iron 

post (C. & G. S. b. m. L2 ) 1,444.423

13599° Bull. 564 14 8
APPENDIX B.

SECONDARY ELEVATIONS.

Secondary elevations from records and topographic maps of the 

United States Geological Survey, including altitudes of well-known 

summits and other useful elevations, are given below. These elevations are approximate only and should not be used for accurate work.

Locality.

R. R. and St. Louis, Iron Mountain & Southern 

Rv.

Marietta............................................

Stilwell. . ...........................................

Talala

Tulsa.. .............................................. Vinita ..............................................

Quadrangle.

Vinita.............

Vinita.............

Pfirtins .

Parkins , .

Gainesville........

Maud .............

Nowata ...........

Parkins . ,

Nowata...........

Claremore.........

Vinita.............

County.

Rosers

Elevation.

cnn

774

ftl 7

715

071

516

ADO

4QQ

Qfi9

5Mfi

QfiQ

609

KQA

RO1

fi9*i

1,106

683

695

695

114
INDEX.

Adalr........................................ IS

Adair County...........;................... 17

Addington.................................. 42,103

quadrangle................ 42-43,54-55,103-104

Afton........................................ 8

Agra........................................ 81,82

quadrangle.........................:. 41,81-82

Albion........................................ 29,

Alderson.................................... 31

Alikchi quadrangle.......................... 48

Antlers...................................- 47

quadrangle.............................. 46-48

Appalachla.................................. C8

Arapaho quadrangle....................... 104-105

Ardmore.................................... 43

quadrangle.............................. 43-44

Arlington.................................... 85

Armstrong.................................. 45

Arthur, Tex................................. 50

Ashor........................................ 35

Atchison, Topeka & Santa Fe Ry............ 40,

70, 71,73,74,76,79,81,82,83,84,85,

87,88,90,91,93,96,100,101,110, 111

Atoka....................................... 45

County.................................. 45,46

quadrangle.............................. 45-46

Avoca........................................ 85

Aydelotte................................... 87

B. 

Baker, H.L., work of................. 37,42,43,51

Barnett..................................... 31

Barren...................................... 17

Bartlosvillo.................................. 57

Bartlett, G. H., work of............... 27,29,48,49

Bellemonl.................................... 87

Bench marks, description of................. 5-6

plate showing........................... 5

Bengal................:..................... 29

Berwyn..................................... 44

Big Cabin................................... 9,15

Bigheart..................................... 58

Bison........................................ 107

Blackland................................... 62

See also Foster. 

Blackstono.................................. 18

Bluejacket................................... 9

Bonham quadrangle..... .\.................. 51-52

Braggs.J..................................... 19

Bridgeport..............'.................. 112,113

Bryan County............................... 45,51

Buflalo...................................... 102

Bunch....................................... 17

Burbank.................................... 80

Butler....................................... 31,47

C. Page. 

Caddo...........................I.......... 45,107

Caldwell, H. L., work of..................... 56,63

Calumet..................................... 112

Calvin....................................... 33

Cameron.................................... 25

Canadian County.................. 38,54,88,92,103

Canadian quadrangle........................ 22

Caney....................................... 45

Canute...................................... 110

Oarlock, J.H., work of....................... 16,

17,24,26,35,43,44,50,51,52

Carnall, R. T., work of................ 42,43,46,52

Carney...................................... 82,92

Carter County............................... 43

Casey....................................... 72

Cashion..................................... 90,91

Caston...................................... 27

Catchings,T. C., work of.................... 31,32

Catoosa..................................... 13

Cavanai..................................... 27

Chandler.............;...................... 82,83

quadrangle........................... 41,82-84

Chelsea...................................... 9

Cherokee.................................... 25

County.................................. 17,18

Chicago, Rock Island & Pacific Ry.......... 37,

38,42,53,73,82,87,89,90,91,92,98,99,100,

103,104,105,106,107,108,109,110, 111, 112,

Chickasaw Nation.'................. 37,38,39,42,43

Chickasha.................................. 38,105

quadrangle................... 38-40,56,105-106

Chili........................................ 33

Choctaw...............:............. 93,95,98,100

County........................... 46,48,50,51

Choctaw, Oklahoma & Gulf R. R........... 21,

27,29,31,40,81,88,90 

Choteau..................................... 14

Chuckaho..................'................. 83

Claremore................................... 12,13

quadrangle........................... 12-14,63

Clarksville quadrangle....................... 50

Clayton..................................... 29

Cleveland................................... 66

County.................................. 92

Clinton.................................... 105,109

Clyde....................................... Ill

Coal County................................. 32

Coalgate...........................'.......... 33

quadrangle.............................. 32-34

Coast and Geodetic Survey, elevations adjusted by...................... 103-113

Cody........................................ 72

Coe, Robert, work .of......... 9,14,15,17,18,24,27»

29,32,35,37,38,42,43,45,46,52,53,88,92,93 

Colbert...................................... 51,52

115
116 INDEX.

Comanche.... .............................. 42,103

Compton.. . ................................. 29

Copeland, R. M., work of... ................ 56,63

Correll, W. A., work of.. ................... 29,31

Correta...................................... 19

Coyle.. ...................................... 89,91

Craig County. . .............................. 9

Creek( ounty.. ....... ....................... 42,62

Gushing.......................... .......... 81,84

D.

Dale......................................... 40,88

Darlington. .................................. 106

Datum, determination of .................... 6-7

Davenport............................. 47,82,83,86

Davis.. ...................................... 35

Deer Creek .................................. 74

Delaware County. ........................... 7, 15

Denison quadrangle ......................... 52

De Queen quadrangle....... ................. 49

Dickson;................. .................... 100

Doster, Chase, work of.. ..................... 29,31

Dougherty................................... 44

Dover..................................... 106,107

Doxey................................. --...- 108

Dudley...................................... 92

Duncan. ........................... 37, 103, 104, 111

Durant . ..................................... 51

Dutcher... .................................. 88,91

Earle, W. E., work of...... .............. 7,9,14,15

Earlsboro.. .................................. 40,88

Eastern OklahomaR. R..................... 82

Edmond. .................................... 93

f quadrangle.............................. 93

Elgin........................................ 61

Elk City.. ................................... HO

El Reno. ............................... CO, 105, 106

El Reno Junction. . .......................... 90

Elzey. ................................. 29

Enid. ................................... 108

quadrangle. ........................... 107-108

Erick. ........................................ 109

quadrangle ............................ 108-109

Esau Junction............................... 72

Eufaula. .................................... 22

F.

Fairfax...................................... 80,81

Faison, E. L.,work of....................... 17, 18,

20,21,22,24,29,31,32,40,41,81 

Fallis........................................ 92,94

Fanshawe. . ................................. 27

Fellows, F. E., work of....... 27,29,31,32,46,48,49

Fisher....................................... 64

Flynn...................................... 40,100

Folsom. ..................................... 28

Foraker.................................. 62,78,79

FortGibson................................. 19

Fort Reno. . ............................ 90, 106, 112

Fort Smith & Western R. li. .......... 83,86,89,94

Fort Smith quadrangle. ..................... 26

Foss... .................................... 109,110

Foster.................................... 59,60,62

Frink..................... .................. 31

Fry, E. M., work of ......................... 18, 20,

21, 24, 26, 27, 29, 34, 35, 37, 38, 42, 43

0. Page.

Gainesvillequadrangle.................. . 52-53

Cans........................................ 24

Garfleld County............................. 103

Garvin County.............................. 35,37

Gearyt....................................... 112

Gibbon...................................... Ill

Gibson...................................... 18

Given, G., work of.......................... 35

Goodland................................... 47

Goodnight.................................. 91,92

Grady County........................ 37,38,54,103

Grant....................................... 51

County................................. 62,103

Greenup.................................... 72

Gulf, Colorado & Santa le Ky............... 35,43

Guthrie..................................... 88,89

quadrangle.............................. 88-89

II.

Hallett...................................... 71,73

Halliday, W. P., work of..... 20,27,29,46,48,49,50

Hamden.................................... 47

Hannegan, D., work of...................... 17

Hanson..................................... 25

Harrah...................................... 94,98

Hartshorne................................... 31

Haskell County............................. 23,24

Hassan, A. F.,work of....................... 7,9,

10,12,14,18,20,21,35,43,52 

Heavener................................... 28

Hellen, H. H., work of...................... 17,18

Hennessey................................ 106,107

Hext Ranch................................. 109

Hickman, C. H., work of.................... 24

Hill, E.W., work of....................... 9,14,15

Hobart quadrangle........................ 109-110

Holdenville................................. 21

Hominy......'............................... 62,67

quadrangle........................... 42,64-70

Horatio quadrangle......................... 50

Houston.................................... 28

Hughes County............................. 21

Hutchinson, F. M., work of.............. 38,92,93

Hutchinson................................. 73,74

Hydro..................................... 104,112

I.

Iconium......................._.......... 92

Illinois...................................... 19

Indian...................................... 67

Indianapolis............................... 104,105

Ingersoll quadrangle......................... 110

Inola........................................ 12

J.

Jefferson.................................... m

County........................... 42,53,54,103

Jenkins, B. A., work of.............._..... 102

Jennings.................................... 70,71

Jobes siding................................. 71

Johnston County............................ 44

Jones, Oscar, work of..................... 48,49,50

K. 

Kansas City, Mexico & Orient Ry........... 105

Kansas City Southern Ry.......... 15,17,24,27,28

Kaw........................................ 79,80

Kay County.............................i.. 62
INDEX. 117

Page. 

Kelso....................................... 9

Kendrick................................... 82

Keystone................................... 64,67

Kiamichi.................................... 29

King, E.T., work of............... 34,63,81,88,93

King, J. W., work of........................ 88,92

Kingfisher................................. 89,107

County................................. 88,103

quadrangle...................... 89-91,106-107

Kiowa...................................... 31

Kosoma..................................... 47

Krebs....................................... 31

Kremlin.................................. 107,110

L. 

Latimer County............................. 29

LeFlore.................................... 28

County............................... 24,26,27

Lehigh...................................... 45

Leliaetta..................................:. 14

Lenoir...................................... 51

Lexington.................................. 96,101

Limestone Gap.............................. 31

Lincoln County....................... 41,81,88,92

Lindsay, W. A., work of.................... 64

Lockridge................................... 89

Logan County............................... 88,92

Lonsdale, E. H., work of.................... 20,21

Lost City................................... 64

Love County................................ 43,52

Lowe....................................... 82,92

Lukfata quadrangle......................... 48-49

Luther...................................... 94,95

quadrangle.............................. 94,95

M. 

McAlester................................... 22,31

quadrangle.............................. 31-32

McClain County............................. 35,92

McCluer, H. C., work of...... 27,29,31,46,50,51,52

McComb.................................... 85,96

quadrangle.............................. 95-97

McCool...................................... 113

McCurtain County....................... 48,49,50

Mclntosh County........................... 22

McLoud.................................... 94,98

quadrangle.............................. 97-99

McKey...................................... 25

McKinley................. i................. 83,94

Mallon quadrangle.......................... 41,84

Manchester................................. '. no

Mannford................................... 64,66

Manning, W. R., work of.................... 21,

22,32,34,35,37,40,41,44,45,51,52 

Maps of quadrangles, list of.................. 7

Marble...................................... 17

Marietta..................................... 53

Marlow................................. 37, 111, 112

Marshall County............................ 44,52

Maud quadrangle............................ 40,85

Mayes County............................... 14

Medford."................................... 73,111

Meeker................................... 83,84,87

Merrick..................................... 92

Merritt.................................... 108,109

Mervine siding.............................. 79

Midland Valley R. R............... 57,58,59,63,69

Midlothian.................................. 84

Minco...................................... 38,105

Missouri, Kansas & Texas Ry............... 9,

10,18,19*22,31,33,45,51,57,58,62,66,

67,68,70,71,73,81,92,94,95,98,99,101

Montague quadrangle................... 53-54,107

Moore, W.S. D., work of.............. 10,12,14,15,

17,18,20,21,22,23,29,31,32,34,35,37,40 

Moore....................................... 100

quadrangle............................ 100-101

Muldrow, H. L., jr., work of................. 7,

14,15,17,18,31,32,34,44,45 

Muldrow.................'.................... 25

Murray County............................. 43,102

Muskogee................................... 18

County.................................. 18,20

quadrangle.............................. 18-20

N. 

Nardin...................................... 74,75

Navina................................... 89,90,91

Nelagoney................................ 57,58,59

Newkirk.................................... 76,79

quadrangle.............................. 74-76

New Taneha................................ 65

Nichols siding............................... 58

Nick, George, work of............ 7,10,15,18,22,23

Ninnekah.............................. 37,105,112

Noble....................................... 101

Norfolk..................................... 70

Norman................................... 100,101

quadrangle............................ 101-102

North Creek................................. 86

North Enld................................. 108

Nowata..................................... 11

County.................................. 10

quadrangle.............................. 10

Numa....................................... 73,74

Nuyaka quadrangle......................... 21

0.

Oak Lodge.................................. 25

Odell, C. B., work of....... 9,10,12,14,18,20,21,42

Okarche...........................'.......... 107

Okesa....................................... 57

Okfuskee County............................ . 21

Oklahoma................................... 90

County.................................. 88,92

Okmulgee quadrangle....................... 20

Oktaha...................................... 18

0 ologah..................................... 13

Osage....................................... 66,67

County............................... 42,56,62

Ottawa County.............................. 7

Overbrook..................................' 43

P.

Panola. 

Paoli...

............................... 27,28

............................... 29

............................... 36

Paris quadrangle............................ 51

Parry, H. G., work of....................... 66

Parkersburg............................... 104,109

Pauls Valley................................ 36

quadrangle.............................. 35-36

Pawhuska................................... 59,60

quadrangle.............................. 56-452
118 INDEX.

Page. 

Pawnee County.............................. 41,62

Pawnee quadrangle ...................... 41,70-73

Payne County... .............-. -- 41,62,81

Payson. ...................................... 83

Peck........................................ 45

Peckham.........................-... - 75

Perkins..................................... 81,92

quadrangle.. .................-...- ----- 91-92

Perry....................................... 14

Personnel............----------------------- 5

Phelan,J. P., work of.................... 14,18,24'

Piedmont..........................--------- 90

Pitts, S. C., work of......................... 15

Pittsburg County........................ 22,31,32

Platte National Park........................ 102

Pleasant Valley................'....-..-..--- 88

Pocahontas... ......................-....-- ' 27

Ponca.....................----- ---- ---- 84

Pond Creek................................. HI

quadrangle...................... 73-74,110^-111

Pontotoc County............................ 34

Poteau ....................-.-.- ----.. - - 25

Poteau Mountain quadrangle................ 26-27

Pottawatomie County.................... 40,81,92

Prague...................--...-..---.----- 85,86,87

quadrangle.............................. 40,85

Price........................................ 64

Prue........................................ 67, 68

Pryorquadrangle.................... '....... 14-15

Publication, previous........................ 5

Purcell...................................... 101

Purington, G. A., work of.................... 18,

22,23,24,27,29,31,32,45 

Pushmataha County..................... 29,46,48

R.

Ralston.........................--.:........ 71,81

Reams...................................... 22

Redland..................................... 24

Redoak..................................... 29

Red Fork................................... 42

Heeding..................................... 89,90

Remington.................................. 80

Rhyne, V. T., work of....................... 48

Richland.................................... 90

Ripley...................................... 70

Rodney..................................... 47

Rogers County.............................. 12

Romulus................................... 85

Rush Springs............................... 37,112

quadrangle................... 37-38,55,111-112

Russell...................................... 88

Ryan................................ 42,53,103,107

S.

Sac and Fox................................. 86

15' quadrangle.......................... 85-87

quadrangle.................;............ 41

Sageeyah.................................... 13

St. Louis & San Francisco R. R............. 8,

9,13,25,27,29,31,42,47, 50, 51,

63,64,66,71,72,82,83,89,92,105

St. Louis, El Reno & Western Ry..... 88,89,90,91

St. Louis, Iron Mountain & Southern Ry.... 11,

12,13,19,25

Page. 

Sallisaw..................................... 24,25

quadrangle.............................. 24-26

Sansboisquadrangle......................... 23-24

Sapulpa..................................... 42,65

Sayre...................................... 108,109

Secondary elevations........................ 114

Saminole.................................... 11

County.................................. 40

quadrangle.............................. 40-41

Sequoyah County........................ 16,17,24

Seward...................................... 88,91

Sewell....................................... 85

Shady Point................................ 25

Shawnee................................. 40,87,88

quadrangle........................... 40,87-88

Shawneetown quadrangle................... 49

Siloam Springs quadrangle.................. 15-16

Skedee...................................... 71,72

Skiatook.................................... 63,69

South Canadian............................. 22

South Keokuk.............................. 86

South McAlester............................ 31

Sparks.......... '. ............. '........... 83,84,86

Sperry...................................... 63

Stanley...................................... 29

Stephens County..................... 37,42,54,103

Stilwell...................................... 17

Stonewall quadrangle....................... 34

Stringtown................................... 45

Stroud...................................... 84,86

Stuart....................................... 32,33

Sugden..................................... 42,103

Summit..................................... 18

T.

Tahlequah quadrangle....................... 17-18

Talala....................................... 11

Talihina..................................... 29

Taneha...................................... 65

Taylor...................................... 89

T ec umseh................................... 85,87

Terlton...................................... 64

Terral....................................... 53,107

Texola.................................... 108,109

Thayer.J. P., work of..................... 10,12,37

Thomasville................................. 28

Tidwell.H. M., work of..................... 16,17

Tishomingoquadrangle............._..... 44-45

Trousdale................................... 96

Tryon....................................... 82

Tulsa....................................... 13,63

County............................... 12,42,62

Turley...................................... 63

Tuskahoma................................. 29

quadrangle.............................. 29-30

U.

Uncas....................................... 79

Union....................................... 106

V. 

Valley Station............................... 72

Vian........................................ 25

Vinita...................................... 9

quadrangle.............................. 9-10

Voorhees, D., work of....................... 24
INDEX. 119

w.

Wadena..................................... 47

Wagoner..........................._..... 19

County............................... 12,18,20

Wakita...................................... Ill

Walker, J.P.,workof........................ 17,

18,22,23,24,32,34,37,42,53 

Wanette..................................... 35,98

Warwick.................................... 83,94

Washington County......................... 10

Washunga'quadrangle................'....... 76-81

Waterloo.....................'............... 93

Watonga quadrangle...................... 112-113

Waukomis................................ 107, IDS

Weatherf ord................................ 104

Wellston.................................... 94

West Tulsa..............".................... C3,64

Westville.................................... 17

Page. 

Wewoka.................................... 21,40

quadrangle.............................. 21-22

Wilburton.................................. 30

Wilzetla..................................... 86

Winding Stair quadrangle................... 27-29

Winslow quadrangle........................ 16

Wister...................................... £7

Wyandotte...'............................... 8

quadrangle.............................. 7-8

Wybark..................................... 18

Wynnewood................................ 35

Wynona................................. 58,59,62

Y.

Yale... 

Yukon.

o