CLAREMORE QUADRANGLE.

Mr. C. B. Odell ran the railroad levels. Messrs. W. S. D. Moore and C. B. Odell had independent level parties. Mr. A. F. Hassan was attached to the subdivision and topographic party of Mr. R. H. McKee, and Mr. J. P. Thayer to Mr. D. C. Harrison's party.

FROM INOLA, ALONG THE ST. LOUIS, IRON MOUNTAIN AND
SOUTHERN RAILWAY, TO OOLOGAH.

Inola; copper bolt sunk into sandstone post, 4 by 6 by 24 inches, buried
flush with surface and 10.2 feet from the southeast corner of station
building....

Inola, 6 miles north of; spike in mile pole 609.
Claremore; bronze tablet set into top course of foundation stone of First
National Bank Building, on the southwest corner of same. Building
situated on the northeast corner of Third street and Wichita avenue...
Claremore; copper bolt sunk into 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 and Southern track....

Claremore, 1 mile north of; copper bolt sunk into sandstone post 6 by 9
by 20 inches, flush with surface, 7.8 feet east of St. Louis, Iron Moun-
tain and Southern Railway, and 7.8 feet west of St. Louis and San Fran-
cisco Railroad tracks, 27.6 feet north of the intersection of these roads..
Sageeyah; (+) cross on sandstone post 9 by 9 by 18 inches, 10 feet west
of track and 12 feet south from southeast corner of station building
Sageeyah, 1 mile north of; "U. S. B. M." stamped in southeast iron tube
near center of bridge structure over Verdigris River
Oologah; copper bolt sunk into 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

Feet.

599.821

601. 201

599.077

607.01

611. 164

643.515

592.489

654.614

FROM CLAREMORE, ALONG THE ST. LOUIS AND SAN FRANCISCO
RAILROAD, TO TULSA.

Claremore, 6 miles north of; spike in mile pole 392
Claremore; St. Louis and San Francisco Railroad station; copper bolt sunk
into sandstone post 8 by 8 by 20 inches, 10.4 feet from northwest corner
of building, 18.7 feet east of track and buried flush with surface.
Verdigris; spike in mile pole 404....

687.785

598.687

619.376

Catoosa, 1 mile north of; copper bolt sunk into capstone on south side of

east pier, bridge over Verdigris River....

570.724

Catoosa; spike in mile pole 410, opposite station building.
Catoosa, 3 miles south of; spike in mile pole 413......

617. 144

738.043

Tulsa, 6 miles north of; square hole cut in first capstone on south end of east abutment, bridge over Mingo Creek..

Tulsa; copper bolt sunk into sandstone post 8 by 8 by 22 inches, 18.6 feet
west of track and 12.7 feet from southeast corner of station building and
buried flush with surface.

Tulsa; bronze tablet set into south west corner stone of second course above
sidewalk of stone building known as the Lynch Building...........
Tulsa,mile south of; copper bolt sunk into west side of north pier,
bridge over Arkansas River

601.568

695. 127

708.038

640.95

ALONG TOWNSHIP LINES.

Corner Ts. 22 and 23 N., Rs. 16 and 17 E., iron post
Corner Ts. 22 and 23 N., Rs. 15 and 16 E., iron post
Corner Ts. 22 and 23 N., Rs. 14 and 15 E., iron post
Corner Ts. 22 and 23 N., Rs. 13 and 14 E., iron, post
Corner Ts. 22 and 23 N., Rs. 12 and 13 E., iron post

Oklahoma-Cherokee boundary line, closing corner Ts. 22 and 23 N., R. 12

E., iron post....

Corner Ts. 21 and 22 N., Rs. 16 and 17 E., iron post
Corner Ts. 21 and 22 N., Rs. 15 and 16 E., iron post

Feet.

736.19

617.23

663.665

626.285

662.745

644.305

659.045

622.6

717.3

687.345

Corner Ts. 21 and 22 N., Rs. 14 and 15 E., iron post
Corner Ts. 21 and 22 N., Rs. 13 and 14 E., iron post
Corner Ts. 21 and 22 N., Rs. 12 and 13 E., iron post
Oklahoma-Cherokee boundary line, closing corner Ts. 21 and 22 N., R. 12

E., iron post..

Oklahoma-Cherokee boundary line, closing corner Ts. 20 and 21 N., R. 12
E., iron post..

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

PRYOR QUADRANGLE.

627.51

618. 175

746.34

627.185

624.61

579.08

577.995

785.005

794. 135

594.316

596.516

603.427

612.905

618. 161

644. 111

629.821

614. 821 714. 821 627.679

693.349

698. 139 749.849 539.579

The railroad levels were run by Messrs. C. B. Odell, A. F. Hassan, and R. Coe. Mr. W. S. D. Moore had charge of an independent level party. Messrs. A. F. Hassan, E. W. Hill, J. P. Phelan, W. E. Earle, and H. L. Muldrow, jr., were attached to the subdivision and topographic party of Mr. R. H. McKee.

ON ST. LOUIS AND SAN FRANCISCO RAILROAD.

Chelsea, 4 miles south of; spike in mile pole 385..

FROM LELIAETTA, ALONG THE MISSOURI, KANSAS AND TEXAS

RAILWAY, TO BIG CABIN.

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 mile pole 482, 50 feet from north telegraph pole, and 27 feet left of track.

Feet. 749.466

580. 084

Feet.

Mazie; spike in telegraph mile pole 478 .

608.725

Choteau; square hole cut 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 building

625.235

Choteau, 1 mile north of; square hole cut into coping stone west side of south pier, bridge over Choteau Creek..

585.294

Pryor Creek, 2 miles south of; square hole cut into coping stone, northwest corner of north abutment bridge 244, over Pryor Creek

595.632

U. S. Pryor Creek; + cut in sandstone post 2 by 4 by 24 inches, which is B. M. buried flush with ground near southeast corner of station building......... Pryor Creek; bronze tablet set into third course of stone above sidewalk of south end of general merchandise store occupied by J. L. Baugh.... Perry, 2 miles south of; square hole cut into second coping stone of east end of the south abutment bridge 237, near mile pole 460

625. 236

630.976

614.849

649.499

Perry, 1 mile north of; copper bolt sunk into east coping stone of south abutment bridge 235, 2,000 feet north of mile pole 457

Adair, 3 miles north of; copper bolt sunk into top stone of ballast wall on east side of south abutment bridge over Rock Creek, about one-fourth mile north of mile pole 451...

661.277

Big Cabin, 3 miles south of; square hole cut into top stone at east end of south abutment bridge 230, near mile pole 450

659.925

ALONG TOWNSHIP LINES.

Corner Ts. 22 and 23 N., Rs. 17 and 18 E., iron post.
Corner Ts. 22 and 23 N., Rs. 18 and 19 E., iron post.
Corner Ts. 22 and 23 N., Rs. 19 and 20 E., iron post.
Corner Ts. 22 and 23 N., Rs. 20 and 21 E., iron post
Corner Ts. 22 and 23 N., Rs. 21 and 22 E., iron post
Corner Ts. 21 and 22 N., Rs. 21 and 22 E., iron post.
Corner Ts. 21 and 22 N., Rs. 20 and 21 E., iron post.
Corner Ts. 21 and 22 N., Rs. 19 and 20 E., iron post.
Witness corner Ts. 21 and 22 N., Rs. 18 and 19 E., iron post.
Corner Ts. 21 and 22 N., Rs. 17 and 18 E., iron post.
Closing corner T. 20 N., Rs. 17 and 18 E., iron post
Standard corner T. 21 N., Rs. 17 and 18 E., iron post.
Closing corner T. 20 N., Rs. 18 and 19 E., iron post..
Standard corner T. 21 N., Rs. 18 and 19 E., iron post..
Closing corner T. 20 N., Rs. 19 and 20 E., iron post
Standard corner T. 21 N., Rs. 19 and 20 E., iron post..
Closing corner T. 20 N., Rs. 20 and 21 E., iron post..

803.656

633.496

657.896

689.656

854.443

1,013. 253

942. 151

670.751

606.36

797.892

626.954

628.744

618.974

620. 204

655.533

660.595

891.033

Witness corner to standard corner T. 21 N., Rs. 20 and 21 E., iron post..

785.613

Closing corner T. 20 N., Rs. 21 and 22 E., iron post..
Standard corner T. 21 N., Rs. 21 and 22 E., iron post..
Corner Ts. 1.) and 20 N., Rs. 21 and 22 E., iron post
Corner Ts. 19 and 20 N., Rs. 20 and 21 E., iron post.
Corner Ts. 19 and 20 N., Rs. 19 and 20 E., iron post
Corner Ts. 19 and 20 N., Rs. 18 and 19 E., iron post
Corner Ts. 19 and 20 N., Rs. 17 and 18 E., iron post
Corner Ts. 18 and 19 N., Rs. 17 and 18 E., iron post
Corner Ts. 18 and 19 N., Rs. 18 and 19 E., iron post

960.913

998.423

1, 124. 823

900. 015

642.685

653. 165

626.855

608.054

626. 16

Corner Ts. 18 and 19 N., Rs. 19 and 20 E., iron post.
Corner Ts. 18 and 19 N., Rs. 20 and 21 E., iron post.
Corner Ts. 18 and 19 N., Rs. 21 and 22 E., iron post-

Feet. 883.755

918.786

963.046

SILOAM QUADRANGLE (INDIAN TERRITORY-ARKANSAS).

The railroad levels were run by Messrs. R. Coe and W. S. D. Moore. Messrs. W. E. Earle, G. Nick, E. W. Hill, S. C. Pitts, and H. L. Muldrow, jr., were attached to the subdivision and topographic party of Mr. R. H. McKee.

ALONG THE KANSAS CITY, PITTSBURG AND GULF RAILROAD
TO SILOAM SPRINGS, ARKANSAS.

Corner Ts. 18 and 19 N., Rs. 25 and 26 E., iron post 12 chains west from railroad.......

Intersection of railroad with Arkansas-Cherokee boundary line, iron post. Siloam Springs; iron post at southwest corner of platform, 60 feet south of station building and 15 feet west of track

ALONG TOWNSHIP LINES.

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

Arkansas-Cherokee boundary line; witness to closing corner Ts. 21 and

Feet.

1,042. 878 970.83

1, 148. 604

1,022. 786

1,058. 716

1,130.953

1,064.453

982.812

976.663

1,029. 203

E., iron post......

22 N., R. 25 E., iron post..

Corner Ts. 21 and 22 N., Rs. 24 and 25 E., iron post
Corner Ts. 21 and 22 N., Rs. 23 and 24 E., iron post.
Corner Ts. 21 and 22 N., Rs. 22 and 23 E., iron post...
Closing corner T. 20 N., Rs. 22 and 23 E., iron post
Standard corner T. 21 N., Rs. 22 and 23 E., iron post.
Closing corner T. 20 N., Rs. 23 and 24 E., iron post..
Standard corner T. 21 N., Rs. 23 and 24 E., iron post.
Closing corner T. 20 N., Rs. 24 and 25 E., iron post...
Standard corner T. 21 N., Rs. 24 and 25 E., iron post.
Closing corner T. 20 N., Rs. 25 and 26 E., iron post

964.553

1,056. 473 998. 103

1,095.003

1,086. 423

1, 139. 403

1, 158.543

1, 158. 085

Arkansas-Cherokee boundary line, closing corner Ts. 20 and 21 N., R. 25

E., iron post..........

1, 137. 313

Arkansas-Cherokee boundary line, closing corner Ts. 19 and 20 N., R. 26

E., iron post....

1, 147.027

Corner Ts. 19 and 20 N., Rs. 25 and 26 E., iron post.

1, 124. 022

Corner Ts. 19 and 20 N., Rs. 24 and 25 E., iron post..

Corner Ts. 19 and 20 N., Rs. 23 and 24 E., iron post.
Corner Ts. 19 and 20 N., Rs. 22 and 23 E., iron post...
Corner Ts. 18 and 19 N., Rs. 22 and 23 E.,
iron post.
Corner Ts. 18 and 19 N., Rs. 23 and 24 E., iron post..
Corner Ts. 18 and 19 N., Rs. 24 and 25 E., iron post.
Arkansas-Cherokee boundary line, closing corner Ts. 18 and 19 N., R. 26

973.993

1, 108. 623

1, 105.753

E., iron post

1,002. 273

1,045. 231

1,074.378

1,095.662

WINSLOW QUADRANGLE (INDIAN TERRITORY-ARKANSAS).

Levels for this small fractional quadrangle were run by Mr. J. H. Carlock, of Mr. C. W. Goodlove's party, and Mr. H. M. Tidwell, of Mr. R. H. McKee's party.

ALONG TOWNSHIP LINES.

Arkansas-Choctaw boundary line, closing corner Ts. 15 and 16 N., R. 26
E., iron post...

Feet.

1,062. 238

Corner of Ts. 14 and 15 N., Rs. 26 and 27 E., iron post
Arkansas-Choctaw boundary line, closing corner Ts. 14 and 15 N., R. 27

1,574. 13

1, 581. 43

1,017. 74 956

590.308

E., iron post . . . . .

Arkansas-Choctaw boundary line, closing corner Ts. 13 and 14 N., R. 27
E., iron post.

Corner Ts. 13 and 14 N., Rs. 26 and 27 E., iron post

Closing corner T. 12 N., Rs. 26 and 27 E., iron post..
Standard corner T. 13 N., Rs. 26 and 27 E., iron post
Arkansas-Choctaw boundary line, closing corner Ts. 12 and 13 N., R. 27
E., iron post

TAHLEQUAH QUADRANGLE.

657.058

700.888

The railroad levels were run by Messrs. E. L. Faison, W. S. D. Moore, and R. Coe. Mr. W. S. D. Moore had an independent level party. Mr. J. H. Carlock was attached to the subdivision and topographic party of Mr. C. W. Goodlove; Mr. J. P. Walker to Mr. J. Ahern's party; and Messrs. H. L. Muldrow, W. S. D. Moore, H. M. Tidwell, H. H. Hellen, and D. Hannegan ran levels for Mr. R. H. McKee's party.

FROM MARBLE, ALONG THE KANSAS CITY, PITTSBURG AND
GULF RAILROAD, TO WESTVILLE.

Marble, 2 miles south of; intersection of railroad with third standard
parallel north, R. 23 E., near railroad mile pole 283, iron post................
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
Bunch, 14 miles south of; on north west corner of south abutment, bridge
over Sallisaw Creek

Kenedy's siding, 2 miles north of; intersection of railroad with township
line, Ts. 14 and 15 N., R. 24 E., 1,000 feet south of railroad mile pole
268, iron post

Feet.

635.527

639.991

734.515

838. 17

Stilwell; square hole cut in northeast corner of foundation stone of coal schute.

1, 106.048

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..
Barren,mile south of; northwest anchor bolt, on last coping stone of
north abutment, bridge over Barren Fork.......

Westville; intersection of railroad and township line, Ts. 17 and 18 N.,
R. 26 E., 1,480 feet north of mile pole 245, and 1,790 feet south of West-
ville station, iron post ..

924. 316

876.073

1, 124. 442