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ALONG TOWNSHIP LINES.

Corner Ts. 17 and 18 N., Rs. 22 and 23 E., iron post
Corner Ts. 17 and 18 N., Rs. 23 and 24 E., iron post
Corner Ts. 17 and 18 N., Rs. 24 and 25 E., iron post
Corner Ts. 17 and 18 N., Rs. 25 and 26 E., iron post
Arkansas-Choctaw boundary line, closing corner Ts. 17 and 18 N., R. 26 E.,

iron post.....

Arkansas-Choctaw boundary line, closing corner fourth standard parallel,

R. 26 E., iron post.............

Standard corner T. 17 N., Rs. 25 and 26 E., iron post
Closing corner T. 16 N., Rs. 25 and 26 E., iron post...
Standard corner T. 17 N., Rs. 24 and 25 E., iron post
Closing corner T. 16 N., Rs. 24 and 25 E., iron post...
Standard corner T. 17 N., Rs. 23 and 24 E., iron post
Closing corner T. 16 N., Rs. 23 and 24 E., iron post..
Standard corner T. 17 N., Rs. 22 and 23 E., iron post
Closing corner T. 16 N., Rs. 22 and 23 E., iron post..
Witness corner to Ts. 15 and 16 N., Rs. 22 and 23 E., iron post
Corner Ts. 15 and 16 N., Rs. 23 and 24 E., iron post

Feet. 729.011 1,030. 411

1, 107. 151

1, 123. 833

1, 176. 843

1, 119.296 1,078.946 1,130. 766

1, 156. 445 1,074.095

1,085. 815 1,060. 815

892.772

921.739

623.736

982.496

Corner Ts. 15 and 16 N., Rs. 24 and 25 E., iron post

Corner Ts. 15 and 16 N., Rs. 25 and 26 E., iron post
Corner Ts. 14 and 15 N., Rs. 25 and 26 E., iron post
Corner Ts. 14 and 15 N., Rs. 24 and 25 E., iron post.
Corner Ts. 14 and 15 N., Rs. 23 and 24 E., iron post
Corner Ts. 14 and 15 N., Rs. 22 and 23 E., iron post
Corner Ts. 13 and 14 N., Rs. 22 and 23 E., iron post
Corner Ts. 13 and 14 N., Rs. 23 and 24 E., iron post
Corner Ts. 13 and 14 N., Rs. 24 and 25 E., iron post
Corner Ts. 13 and 14 N., Rs. 25 and 26 E., iron post
Standard corner T. 13 N., Rs. 25 and 26 E., iron post
Closing corner T. 12 N., Rs. 25 and 26 E., iron post...
Standard corner T. 13 N., Rs. 24 and 25 E., iron post
Closing corner T. 12 N., Rs. 24 and 25 E., iron post...
Standard corner T. 13 N., Rs. 23 and 24 E., iron post
Closing corner T. 12 N., Rs. 23 and 24 E., iron post...
Standard corner T. 13 N., Rs. 22 and 23 E., iron post
Closing corner T. 12 N., Rs. 22 and 23 E., iron post.........

MUSCOGEE QUADRANgle.

1,019. 158

1, 111.968 1,226.88 1, 353.76 1,015. 062 804.762 1,283. 271

766.501 1, 174. 571 802.851

760.628

694.128

887.194

798.308

721.787 639.786

564.678

711.482

The railroad levels were run by Messrs. R. Coe, G. A. Purington, A. F. Hassan, J. Phelan, and C. B. Odell. Messrs. W. S. D. Moore, C. B. Odell, A. F. Hassan, E. M. Fry, and E. L. Faison had charge of independent parties. Messrs. George Nick and J. P. Walker were attached to the subdivision and topographic party of Mr. Jeremiah Ahern, while Messrs. H. L. Muldrow, H. H. Hellen, and W. S. D. Moore were attached to that of Mr. R. H. McKee.

FROM CHECOTAH, ALONG THE MISSOURI, KANSAS AND TEXAS
RAILWAY, TO WAGONER.

Feet.

Checotah, mue north of; cottonwood tree 60 feet left of line and 100 feet north of mile pole 525..

637.201

Oktaha, 2 miles south of; copper bolt in natural ledge of stone 84.5 feet west of track and 1,815 feet south of mile pole 519; opposite old water tank foundation.............

Feet.

551.745

Oktaha, spike in first telegraph pole south of mile pole 517.

591.278

Summit, 14 miles south of; copper bolt set 8 inches from east edge of the east coping stone of south pier, bridge 273.

570. 745

Summit, spike in mile pole 510..

601.786

Muscogee, iron post at southeast corner of Hotel Adams lawn, 24.3 feet from railroad and 19.7 feet from hotel

599.829

Muscogee, bronze tablet in second course of stone above sidewalk of First
National Bank building, left of entrance.

608.618

Wybark, 1 mile south of; square hole cut into top stone on east side of ballast wall, south abutment Missouri, Kansas and Texas Railway bridge over Arkansas River...

527.559

Blackstone,

mile north of; copper bolt sunk into coping stone of east side of south abutment of bridge over Verdigris River............ Gibson station, 1⁄2 mile south of; square hole cut into west coping stone of north abutment of bridge south of mile pole 493 .. Wagoner, copper bolt sunk into stone, 54 feet north of the intersection of the Missouri, Kansas and Texas and St. Louis, Iron Mountain and Southern railroads.....

518. 941

535. 302

578.472

FROM ILLINOIS ALONG THE ST. LOUIS, IRON MOUNTAIN AND

SOUTHERN RAILWAY TO WAGONER.

Illinois, 2 miles south of; copper bolt set into coping stone of north side
of west pier of bridge over Illinois River...
Illinois, 24 miles north of; at the intersection of railroad and third stand-
ard parallel north; a sandstone post 18 by 18 by 15 inches, set between
two small elm trees, which are 55.8 feet right of railroad .
Braggs, 3 miles south of; nail in post oak tree 24 inches, 45 feet right of
railroad...

477.282

500. 203

494.454

Braggs, 3 miles north of; copper bolt set into third coping stone of north end of east pier of bridge 104, which is 700 feet west of mile pole 567... Fort Gibson, 24 miles south of; square hole cut into second coping stone of east pier of bridge 106 over Bayou Manard......

502.315

510.732

Fort Gibson, 1 mile north of; copper bolt set into third coping stone of east pier of bridge over Grand River.

515.515

Correta, 1 mile south of; nail in post oak 12 inches in diameter, 75 feet right of track, 300 feet east of mile pole 579

550.334

Correta, 1 mile north of; red oak 20 inches in diameter, 75 feet right of track, 90 feet north of mile pole 581

515.528

Wagoner, bronze tablet set into first course of stone, 2 feet above sidewalk, and 8 inches from south corner of First National Bank Building.

588.436

ALONG TOWNSHIP LINES.

Corner Ts. 17 and 18 N., Rs. 17 and 18 E., iron post
Corner Ts. 17 and 18 N., Rs. 18 and 19 E., iron post
Corner Ts. 17 and 18 N., Rs. 19 and 20 E., iron post
Corner Ts. 17 and 18 N., Rs. 20 and 21 E., iron post
Corner Ts. 17 and 18 N., Rs. 21 and 22 E., iron post
Standard corner T. 17 N., Rs. 21 and 22 E., iron post
Closing corner T. 16 N., Rs. 21 and 22 E., iron post
Standard corner T. 17 N., Rs. 20 and 21 E., iron post

555. 162

545. 261 691.926

676. 141 928.561

798.569

814.089

811.423

Feet.

756.873

679.989

565.105

513. 175 608.222

Rs.

18 and 19 E., iron post

515.2

Rs.

19 and 20 E., iron post.

601.499

Rs.

20 and 21 E., iron post

666.365

Rs. 21 and 22 E., iron post

832.446

Rs.

Rs. 21 and 22 E., iron post
Rs. 20 and 21 E., iron post
18 and 19 E., iron post

768.502

660.562

560.153

[blocks in formation]

Closing corner T. 16 N., Rs. 20 and 21 E., iron post
Standard corner T. 17 N., Rs. 19 and 20 E., iron post..
Standard corner T. 17 N., Rs. 18 and 19 E., iron post.
Standard corner T. 17 N., 17 and 18 E., iron post..
Corner Ts. 15 and 16 N., Rs. 17 and 18 E., iron post
Corner Ts. 15 and 16 N.,
Corner Ts. 15 and 16 N.,
Corner Ts. 15 and 16 N.,
Corner Ts. 15 and 16 N.,
Corner Ts. 14 and 15 N.,
Corner Ts. 14 and 15 N.,
Corner Ts. 14 and 15 N.,
Corner Ts. 14 and 15 N.,
Corner Ts. 13 and 14 N., Rs.
Corner Ts. 13 and 14 N., Rs.
Corner Ts. 13 and 14 N., Rs. 20 and 21 E., iron post
Corner Ts. 13 and 14 N., Rs. 21 and 22 E., iron post
Standard corner T. 13 N., Rs. 21 and 22 E., iron post
Closing corner T. 12 N., Rs. 21 and 22 E., iron post...
Standard corner T. 13 N., Rs. 20 and 21 E., iron post .
Closing corner T. 12 N., Rs. 20 and 21 E., iron post..
Standard corner T. 13 N., Rs. 19 and 20 E., iron post......
Closing corner T. 12 N., Rs. 19 and 20 E., iron post..
Standard corner T. 13 N., Rs. 18 and 19 E., iron post .
Closing corner T. 12 N., Rs. 18 and 19 E., iron post.
Standard corner T. 13 N., Rs. 17 and 18 E., iron post
Closing corner T. 12 N., Rs. 17 and 18 E., iron post.............

OKMULGEE QUADRANGle.

570. 197

776.775

527.225

828.097

799.963

613.945

504.083

533.045

544. 099

510.016

512.755

708.645

733.745

No railroad levels were run in this quadrangle. Messrs. 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.

Corner Ts. 17 and 18 N., Rs. 12 and 13 E., iron post
Corner Ts. 17 and 18 N., Rs. 13 and 14 E., iron post
Corner Ts. 17 and 18 N., Rs. 14 and 15 E., iron post
Corner Ts. 17 and 18 N., Rs. 15 and 16 E., iron post
Corner Ts. 17 and 18 N., Rs. 16 and 17 E., iron post.
Standard corner T. 17 N., Rs. 16 and 17 E., iron post.
Standard corner T. 17 N., Rs. 15 and 16 E., iron post.
Standard corner T. 17 N., Rs. 14 and 15 E., iron post.
Standard corner T. 17 N., Rs. 13 and 14 E., iron post
Standard corner T. 17 N., Rs. 12 and 13 E., iron post.
Corner Ts. 15 and 16 N., Rs. 12 and 13 E., iron post.
Corner Ts. 15 and 16 N., Rs. 13 and 14 E., iron post.
Corner Ts. 15 and 16 N., Rs. 14 and 15 E., iron post
Corner Ts. 15 and 16 N., Rs. 15 and 16 E., iron post.
Corner Ts. 15 and 16 N., Rs. 16 and 17 E., iron post
Corner Ts. 14 and 15 N., Rs. 16 and 17 E., iron post.
Corner Ts. 14 and 15 N., Rs. 15 and 16 E., iron post
Corner Ts. 14 and 15 N., Rs. 14 and 15 E., iron post.
Corner Ts. 14 and 15 N., Rs. 13 and 14 E., iron post.

Feet.

720.067

618.257

629.297

723.357

524, 007

604.495

565.459

704.2

597.175

711.175

716. 168

654.172

670.174

562. 187 567.268

650.174

607. 19

671. 174

768. 188

Feet.

Corner Ts. 14 and 15 N., Rs. 12 and 13 E., iron post
Corner Ts. 13 and 14 N., Rs.

885. 166

12 and 13 E., iron post

678. 227

Corner Ts. 13 and 14 N.,
Corner Ts. 13 and 14 N.,
Corner Ts. 13 and 14 N.,
Corner Ts. 13 and 14 N.,

[blocks in formation]

Rs.

15 and 16 E., iron post
Rs. 16 and 17 E., iron post

Standard corner T. 13 N., Rs. 16 and 17 E., iron post
Closing corner T. 12 N., Rs. 16 and 17 E., iron post
Standard corner T. 13 N., Rs. 15 and 16 E., iron post
Closing corner T. 12 N., Rs. 15 and 16 E., iron post
Standard corner T. 13 N., Rs. 14 and 15 E., iron post
Closing corner T. 12 N., Rs. 14 and 15 E., iron post
Standard corner T. 13 N., Rs. 13 and 14 E., iron post
Closing corner T. 12 N., Rs. 13 and 14 E., iron post
Standard corner T. 13 N., Rs. 12 and 13 E., iron post
Closing corner T. 12 N., Rs. 12 and 13 E., iron post

NUYAKA QUADRANGLE.

635. 197 680.855

611.863

616. 846

644.858

639.823

805.861

742.85

660.86

648.866

789.952

807.215

The levels in this quadrangle were run by several independent parties under Messrs. 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.

Corner Ts. 17 and 18 N., Rs. 8 and 9 E., iron post
Corner Ts. 17 and 18 N., Rs. 11 and 12 E., iron post
Standard corner T. 17 N., Rs. 11 and 12 E., iron post
Closing corner T. 16 N., Rs. 11 and 12 E., iron post..
Standard corner T. 17 N., Rs. 10 and 11 E., iron post.
Closing corner T. 16 N., Rs. 10 and 11 E., iron post..
Closing corner T. 16 N., Rs. 9 and 10 E., iron post.
Standard corner T. 17 N., Rs. 8 and 9 E., iron post
Corner Ts. 15 and 16 N., Rs. 8 and 9 E., iron post
Corner Ts. 15 and 16 N., Rs. 9 and 10 E., iron post
Corner Ts. 15 and 16 N., Rs. 10 and 11 E., iron post
Corner Ts. 15 and 16 N., Rs. 11 and 12 E., iron post.
Corner Ts. 14 and 15 N., Rs. 11 and 12 E., iron post
Corner Ts. 14 and 15 N., Rs. 10 and 11 E., iron post
Corner Ts. 14 and 15 N., Rs. 9 and 10 E., iron post .
Corner Ts. 14 and 15 N., Rs. 8 and 9 E., iron post
Corner Ts. 13 and 14 N., Rs. 8 and 9 E., iron post
Corner Ts. 13 and 14 N., Rs. 9 and 10 E., iron post
Corner Ts. 13 and 14 N., Rs. 10 and 11 E., iron post
Corner Ts. 13 and 14 N., Rs. 11 and 12 E., iron post
Standard corner T. 13 N., Rs. 11 and 12 E., iron post
Standard corner T. 13 N., Rs. 10 and 11 E., iron post
Standard corner T. 13 N., Rs. 9 and 10 E., iron post..
Standard corner T. 13 N., Rs. 8 and 9 E., iron post.

Feet. 831.885 649. 175 881.175

843.027

767.137

699. 285

758. 305

923.309

780.763

757.385

969. 152

792. 165

831. 169

726. 351

798.297

845. 11 717.728

756.488

673.398

869.598

841.561

748.85

782.842

876.842

WEWOKA QUADRANGLE.

The railroad levels were run by Mr. E. L. Faison. Messrs. W. S. D. Moore, W. R. Manning, and E. L. Faison had independent level parties.

Bull 175- -7

Holdenville, 5 miles east of; square hole cut in large stone 30 feet south of
track and 35 feet east of trestle No. 154............
Holdenville; iron post at northwest corner of platform, 75 feet west of sta-
tion building and 15 feet north of track

FROM HOLDENVILLE, ALONG THE CHOCTAW, OKLAHOMA AND
GULF RAILROAD, TO WEWOKA.

Feet.

813.659

862.744

Wewoka; iron post south of track, 5 feet east of mile pole No, 99 and 2,400 feet west of station building..

786.277

ALONG TOWNSHIP LINES.

Corner Ts. 11 and 12 N., Rs. 8 and 9 E., iron post
Corner Ts. 11 and 12 N., Rs. 9 and 10 E., iron post.
Corner Ts. 11 and 12 N., Rs. 10 and 11 E., iron post
Corner Ts. 11 and 12 N., Rs. 11 and 12 E., iron post
Corner Ts. 10 and 11 N., Rs. 11 and 12 E., iron post
Corner Ts. 10 and 11 N., Rs. 10 and 11 E., iron post
Corner Ts. 10 and 11 N., Rs. 9 and 10 E., iron post.
Corner Ts. 10 and 11 N., Rs. 8 and 9 E., iron post
Corner Ts. 9 and 10 N., Rs. 8 and 9 E., iron post
Corner Ts. 9 and 10 N., Rs. 9 and 10 E., iron post
Corner Ts. 9 and 10 N., Rs. 10 and 11 E., iron post.
Corner Ts. 9 and 10 N., Rs. 11 and 12 E., iron post
Standard corner, T. 9 N., Rs. 11 and 12 E., iron post..
Standard corner, T. 9 N., Rs. 10 and 11 E., iron post....
Standard corner, T. 9 N., Rs. 9 and 10 E., iron post.
Standard corner, T. 9 N., Rs. 8 and 9 E., iron post..
Corner Ts. 7 and 8 N., Rs 8 and 9 E., iron post
Corner Ts. 7 and 8 N., Rs. 9 and 10 E., iron post
Corner Ts. 7 and 8 N., Rs. 10 and 11 E., iron post
Corner Ts. 7 and 8 N., Rs. 11 and 12 E., iron post
Corner Ts. 6 and 7 N., Rs. 11 and 12 E., iron post.
Corner Ts. 6 and 7 N., Rs. 10 and 11 E., iron post
Corner Ts. 6 and 7 N., Rs. 9 and 10 E., iron post
Corner Ts. 6 and 7 N., Rs. 8 and 9 E., iron post

CANADIAN QUADRANGLE.

896.074

903.553

889.942

716. 135

726.32

893.388

855.052

826.052

846.839

855.908

748.966

733.106

832.855

787.233

734. 165

847.189

798.729

866.892

921.165

811. 812

854.793

827.787

800.811

752.823

The railroad levels were run by Mr. G. A. Purington. Messrs. E. L. Faison, W. R. Manning, and W. S. D. Moore had independent level parties. Messrs. George Nick and J. P. Walker were attached to the topographic and subdivision party of Mr. Jeremiah Ahern, while Messrs. Moore and Purington were attached for a short time to that of Mr. W. B. Corse.

FROM M'ALESTER, ALONG THE MISSOURI, KANSAS AND TEXAS

RAILWAY, TO CHECOTAH.

Feet

mile south of; copper bolt sunk into first coping stone of northeast abutment of trestle 317, 3,000 feet north of mile pole 556........... Reams; on "head block" of north end of siding..

McAlester, 3 miles north of; nail in post oak 36 inches in diameter, 50 feet
right of track and 1,100 feet south of mile pole 561.............
Reams,

623.557

612.067

595.3

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