Missouri v. Nebraska

"In the opinion of the court in the above-entitled cause, the. order and-finding of the court having been made as follows:

“ ‘It appears from the record that about the year 1898 the county surveyors of Nemaha County, Nebraska, and Atchison County, Missouri, made surveys of the abandoned bed of the Missouri River, ascertained the location of the original banks on either side, and to some extent marked the middle of the old channel. If the two States will agree upon these surveys

“In pursuance whereof now come the parties hereto by their respective counsel and agree that the said surveys made by the county surveyors of Nemaha County, Nebraska, and Atchison County, Missouri, as reported by the Commissioners and set forth in the opinion of the court, constitute and be correct boundary lines between the said States, the same constituting the middle of the' old channel of Missouri River as found by said court in its opinion.

“It is further agreed between the parties hereto that the monuments marking said boundary line established by the said county surveyors of said counties are not of a permanent character, and many of them have become destroyed or removed, and that in order to mark a permanent boundary line it is necessary and is deemed best that permanent monuments • be erected at regular intervals on said line in such manner as will quiet all dispute in reference to said boundary.

“It is further agreed that said permanent monuments can be best established under the supervision of the Commissioners heretofore appointed by the court, to wit; Alfred Hazlett and John W. Halliburton, and it is therefore requested by the. parties to this cause that the court, by a proper order, direct and require said Commissioners to establish or cause to be established under their direction such permanent monuments as may by them be deemed necessary in the premises and in accordance with the order of the court heretofore made, and make a report to the court of their acts and doings therein. In the execution of their powers herein said Commissioners

“It is further agreed that said Commissioners for their services herein shall receive such compensation as may be agreed upon by the respective parties, and if the parties are unable to agree, then such as may be fixed by the court after the services have been performed and due report thereon made.

“On account of the unfavorable condition of the weather during the winter months and of the character of the ground during the spring months, the parties hereto respectfully request the court that said Commissioners be granted until the first day pf May, 1905, in which to make their report.

State of Missouri, Complainant, By Edward C. Crow,

Attorney General.

Sam B. Jeffries,

Assistant Attorney General.

State of Nebraska, Defendant, ByF. N. Prout,

Attorney General.”

And on motion of Herbert S. Hadley, Attorney General of the State of Missouri, counsel for said complainant, that a decree be entered in this cause in accordance with said opinion and stipulation:

It is now here ordered, adjudged and decreed by this court that the middle of the channel of the Missouri River, according to its course as it was prior to the avulsion of July 5, 1867, is and shall be the true boundary line between Missouri and Nebraska,- and that said boundary line is indicated upon and shown by the following plat:

Defendant’s Exhibit “ E.”

FIELD NOTES.

No. of Survey........ Date February 25th to March 29th 1895 Survey for Nemaha county Nebraska At request of the Board of County Commissioners Chainmen sworn W. T. Hacker and H. D. Hacker Point established divis. of Accretions to Sec. 35, Twp. 7 N, Rng. 15 E, 6th P. M.

Commencing at the meander corner, on the Nebraska bank of the Old Missouri River bed where the Township line between Townships 6 and 7 North of Range 15 East of the 6th Principal Meridian in Nebraska intersects with the Old Missouri River bed and at a point 9.10 chaines West of the South East corner of Section 35 and South Wbst corner of Section 36 in Township 7 North, of Range 15 East of the 6th Principal Meridian in Nebraska, and run thence N 47° W at 40.00 chaines set a random stake for half way and at 82.88 chaines came to a meander corner on the Missouri bank of the Old Missouri .river bed; This line run' in connection with D. A. Quick Surveyor of Atchison county Missouri. Correcting back we corrected the random stake set at 40.00 • chaines to 41.44 chaines for the half way or dividing line between Missouri and Nebraska and set a Limestone 7x12x25 inches square. Marked M. and N.. Whole distence' across 82.88 chaines. Half the distence across 41.44 chaines.

And Commencing at the quarter section corner on the West line of Section 36 and East line of Section 35 in Township 7 North, of Range 15 East of the 6th Principal Meridian in Nebraska, it being on the Nebraska bank of the Old Missouri

Whole distence across 66.00 chaines.

Half the distence across 33.00 chaines.

FIELD NOTES.

No. of Survey........Date May 15th to 20th 1890 Survey for J. B. Shields-At request of J. B. Shields Chainmen sworn Marton Lamb and W. Barrenger Point established corners to Lots 1 & 2 &c Sec. 35, Twp. 7, Rng. 15 E, 6th P. M.

Commenced at the North East corner of section 35 T 7 N of R 15 E and run thence South and at 6.58 chaines came to North Bank of old River Shute the SE. cor. of Lot 1 in Sec. 35, and at 4.20 chaines on South bank of Old River Shoot at the NE cor. of Lot 2 in Sec. 35 and at 40.00 chaines set a stone 6x6x12 inches square for the quarter Sec. corner on the East line of Sec. 35, the SE. cor. of Lot 2 in Sec. 35. And at 80.00 •chaines set a stone 6x10x16 inches' square for South East corner of Sec. 35, T. 7 R 15 E Nemaha County Nebraska. Then commencing at the North East corner of Sec 35, T 7, R 15 E. and running thence West 6.12 chaines to the East bank of old River Shute, the NW. cor. of Lot 1, in Sec. 35. Thence West 3.10 chaines to the West bank of old River Shute the NE. corner of Lot 2 in Sec. 35, thence West 8.00 chaines to the old bank of the Missouri River Set a Stone 6x8x10 inches square for the NW. cor. of Lot 2 in Sec. 35, and for the bank of the Old Missouri River in Nebraska.

Survey of the Accretion to Lot 2 in Sec. 35, T 7, R 15 E in Nebraska.

Commencing at a stone 6x8x10 inches square, set for the NW. cor. of Lot 2 in Sec 35, T 7, R 15 E. the Nebraska bank of the old Missouri River bed, and running thence S 78° 30' W 42.00 chaines .to the opposite bank of the old Missouri River bed in Missouri as designated by B.

Then commencing at quarter section corner stone on the bank of the old Missouri River bead in Nebraska. Running thence N 67° W 65.05 chaines to the opposite bank of the old Missouri River bed on the Missouri State side of the old River bed. Then correcting and setting a stake & stone at 32.52-J chaines for the half way line and (.ho South West corner of the Accretions to Lot 2 in Sec. 35 town. 7 Range 15 East in Nemaha County Nebraska.

FIELD NOTES.

No. of Survey....... Date May 13th to 20th 1890 Survey for D. P. Holley and J. C. Roberts. At request of D. P. Holley and J. C. Roberts. Chainmen sworn Mar ton Lamb and W. Barrenger Point established Lots 1, 2 & 3 &c. in Sec. 26, Twp. 7, Rng. 15 E. 6th P. M.

Commencing at the SE. cor. of Sec. 26 T 7 R 15 E in Nemaha Co. Neb. and running thence North, at 20.00 chaines set a stake for East line of Lot 2 in Sec. 26, at 40.00 chaines found quartersection corner post at SE. cor. Lot 1 & NE cor of Lot 2 set by the Government, at 60.00 chaines set stake for East line of Lot 1 and at 73.90 chaines set stake for NE. cor. of Lot 1 and at bank of Missouri River in Nebraska. And from this line as a base we run lines West to find the old Missouri River bank on the Nebraska side, By First Commencing at the' stake set at the 60.00 chaines North of SE. cor. of Sec 26, Running thence West 16.50 chaines for bank of river setting a stake 3 inches square. Then commencing at the quarter section corner on the East line of Sec 26. and running thence West 21.45 chaines setting stake 3 inches square for SW. cor. of Lot 1 in Sec 26 .and NW cor to Lot 2 in Sec 26, which contains by Government Survey 52.70 Acres.

Then commencing at the stake 20.00 chaines North of the SE. cor. of Sec. 26, and oh the East-line of Lot 2 in Sec 26, and running thence West at 7.24 chaines, came to East bank of the River Shute the West line of Lot 2, Sec. 26, then at 11.34 chaines came to the West bank of the River Shute the East line of Lot 3 in Sec 26. Thence at 26.84 chaines set a stake for River bank and for,.the West line of Lot 3 in Sec 26.

Then commencing at the SE. corner of Sec 26 T 7 R 15 E in Nebraska, Running thence West and at 6.12 ch. came to'

Then commencing at the stake for the West line of Lot 3 in Sec 26, for the old River bank Running thence S 84° W 24.49 chaines1 to the opposite bank of the old Missouri River in Missouri as designated by B. F. Rummerfield County Surveyor of Atchison Co. Mo. Then at 12.241 chaines set stake for division line on the West line of Lot 3 Sec 26, T 7 R 15 E between Mo. & Neb.

. Then commencing at stake 3 inches square set for NW. cor. of Lot 2 and SW cor. of Lot 1 in Sec 26, and running thence N S7° W. 27.70 chaines to opposite Meander line of the Missouri River, in Missouri Then at 13.85 chaines half way set a stone 6x6x12 inches sqfiare for SW. cor. Accretions to Lot.l and NW. cor. of Accretions to Lot 2 in Sec 26, T. 7, R 15 E in Nebraska.

Then commencing at a stake 3 inches square sot for the meander line of the old Missouri River on the West line of

Then commencing at a stake at the NE. corner of Lot 1 in Sec 26 T 7 R 15 E and at the intersection of the .East line of-Sec. 26 with the Missouri River in Nemaha County Nebraska. And running thence N 40° W 80.30 chaines to 'the meander line on the Atchison county Missouri side of the old Missouri River.

Then correcting and setting at 40.15 chaines the half way dividing point bctwécn Missouri and Nebraska a Limestone 3x12x18 inches square, for the NW. cor. of the Accretions in Missouri'River belong g to Lot 1 in Sec 26 Nemaha Co. Nob. Witnessed by a cottonwood tree 5 inches in diameter beares East 6^'Iks. distant. And by a White Willow tree 5 inches in diameter beares West 5o S 9J links distant

This survey made in connection with B. F. Rummerfield County Surveyor of Atchison county Missouri

Magnetic V 9° 30' east.

FIELD NOTES.

No. of Survey ......... Date May 16th to 20th 1S90 Survey for D. P. Holley and J. Henderson At request of D. P. Holley and J. Henderson Chainmen sworn Marton Lamb and W. Barrenger Point established Accretions to Lots 8 & 4 . Sec. 25, Twp. 7, Rng. 15 E, 6th P. M.

■ Commenced the survey of the Accreations to Lots 3 and 4 of Sec 25 Town 7 North of Range 15 East, by Commencing at the Meander corner, at intersection of the half section line, running North and South threw section Twenty-five Tojvn seven Range Fifteen East, with the Missouri River, and at the Northeast corner of Lot No. 3, marked by a Bur Oak stake 4x4x36 inches square and by a peace of an iron bar drove in by the side of the stake.

Running thence North 102.88 chaines to the meander line on the opposite, bank.of the Missouri River as designated by B. F. Rummerfield County Surveyor of Atchison County Mo.

Then correcting back making corner on dividing line between Nebraska and Missouri at 51.44 chains at a stone set by the Atchison County Missouri Surveyor .and Chainmen. And at 12.70 chaines north of. the meander - corner at the Northeast corner of Lot No 3 in Sec 25 set a stone for the NE. cor. of Twenty-eight acres off of the South end of the Acretians to Lot No 3, of Sec 25. Then commencing at the NW. cor.' of Lot 3, Sec. 25, running thence N 20° W 89.43 chaines to meander line on opposite bank of the Missouri River in Atchison County Mo. as designated by the County Surveyor of Atchison County Missouri B.

Then commencing at the intersection of the West line of Section 25 Town 7 North of Range 15 E, with the Missouri River, in Nebraska, at the meander corner at the North West corner of Lot No 4 in Sec 25, running thence N 40° W 80.30 chaines to the meander line of the opposite bank of the Missouri River in Missouri as designated by the County Surveyor of Atchison County Missouri B. F. Rummerfield. Then correcting back and at 40.15 chaines, the half way point, set a Limestone 3x12x18 inches square. Witnesses by a Cottonwood tree 5 inches in diameter, Beares East 6^ links distent. And also by a White Willow tree 5 inches in diameter Beares W 5° South 9i links distent. This stone marks the North West corner of the Acretion in the Missouri River to Lot Number Four 4 in Section 25 Town 7 North of Range 15 East, in Nebraska, Nemaha County.

FIELD NOTES.

No. of Survey......-.. Date December 8th to 23d 1891 Survey for The Lombard Investment Co. At request of J. H. Stewart 512 Exchange B’ld’g. Kansas City Mo. Chainmen sworn Henry C. Taylor and Robert Taylor Point established Accretions to Lots 1 & 2 Sec. 25. Twp. 7, Rng. 15 E 6th P. M.

Began the survey by commencing at the quartersection ¡orner on the East line of section 25 Town 7 Range 15 East yhere we found the old government stake standing and for the purpose of preserving ■ the corner we set a Limestone 4x9x16 inches square marked in the ground by the side of the old stake — Running from thence North to find the Meander corner at the NE. cor of Lot No 1 in Sec. 25 and at 20.00 chains found a stone heretofore set at the SE. cor. of Lot 1, and at 32.00 chaines set a random stake for the Meander corner on the Bank of the old Missouri-River at the NE. cor. of Lot No 1

Then commencing at a stone set for the center of Sec 25, T 7 R 15 E, and at 20.00 cha. found a stake heretofore set and at 40.00 chaines found an iron bar heretofore set the NW. cor. of 40. acres off of the South end of Lot 2,.in Sec. 25, and set a limestone 6x12x15 inches square in by the side of the Iron- bar, and at 43.40 chaines found- an oak post heretofore set for the meander Corner at the NE. cor. of Lot 3 in Sec 25-7-15 and by the side of the oak post we set a limestone 3x9x18 inches square for the NW. Meander cor. of Lot 2 in Sec. 25-7-15 E.— Witnessed by- a Sycamore tree 12 inches in diameter beares S 75° 30' W. 44 links distant And by a Sycamore tree ten inches in diameter. Bears S 35° E. 53 Iks. distant. And also Witnessed by a Cottonwood tree 20 inches in diameter Beares N 31° 30' W. 69 Iks distant- Then commencing at a stone

Then commencing at the NE. cor of Lot 2 & the NW. cor. of Lot 1 in Sec 25, running thence N 10° 30' E at 50.00 chaines set a random stake for \ way and at 98.62 chains came to a stone at Meander corner on the North bank of the Mo. River set by Rummerfield for North bank of river Then correcting back at 49.31 chains the half way point from NE. cor. of Lot 2 in Sec. 25-7-15 E. on the South bank of old Missouri river, to the meander corner on the opposite bank of the old Missouri river to a stone by Rummerfield for Meander corner on old Mo. river bank in the state of Mo. Setting a limestone 7x10x12 inches sqr at the NE. corner of accretion to Lot 2 in Sec 25.-7-15 in Nebraska. And NW. cor. of Lot 1 in Sec 25.

Then commencing at the NE, cor. of Lot 1 in Sec 25-7-15 E

This survey made in connection with B.

No. of Survey........Date December 8th to 23d 1891 Survey for The Lombard Investment Co. At request of J. H. Stewart Chainmen sworn Henry C. Taylor and Robert Taylor Point; established Accretion to Lot 1 Sec. 30, Twp. 7, Rng. 16 E, 6th P. M. .

Commencing at quartersection corner on the West line of Sec. 30, Town 7 North of Range 16 East. (By the side of thé stake set by the Government Surveyors I set a limestone 4x9x16 to preserve and perpetuate the qr. sec. corner on the West line of Sec 30 T 7 RT6 E.) And run thence East on the half section line at 20.00 chaines set a stake, at 40.00 chaines set a random stake and at 47.60 chaines set random stake for the meander corner on the bank of the Old Missouri river bed and the SE. cor. of Lot 1 in S 30 T 7 R 16 E. At the SE. cor. of Lot 1 in Sec. 30 T 7 R 16 E set a limestone 2x11x17 inches square for Meander cor. on the Old Missouri river bed- Then correcting back on half section line and at 20.00 chains set a limestone 4x8x16 inches square, Witnessed by a White elm tree 21 inches in diameter. Beares N 49$° E 17$ Iks. distent. Then commencing at the Meander corner stone sot at the NE. corner of Lot 1 in S 25 T. 7 R 15 E. and also the NW. corner of Lot 1 in Sec 30 T 7 R 16 E. (see page 156 for sise of stone & Witness tree) running thence S 59° 30' E 23.10 chaines for Meander corner set a limestone 2x12x14 inches square for meander corner on river bank. Witnessed by a cottonwood tree 14 inches in diameter Beares S 54° 30' E-1.47 chaines distant. Then run S 55° E~ 24.33 chaines for meander corner on bank of old Missouri river bed, and set a limestone, 4x9x19 for meander corner.

Then commencing at the Meander corner at the NW. cor. of Lot 1 Sec. 30 T 7 R 16 E and run thence N 23° 47' E for tbe meander corner on the opposite side of the old Missouri river

Then commencing at meander corner stone No. 5 and run N 55° E at 10.00 chaines set a random stake for half way at 24.14 chaines came to random corner set by Rummerfield. Then correcting back at 12.07 chaines set a stone for the NE. corner of a part of accretions to Lot 1 in Sec 30-7-16 E 12.07 chaines N 55° E from a limestone 4x9x19 inches square on meander bank of the old Missouri river on North line of lot 1 S 30-7-16 E Then commencing at a stone 2x11x17 inches square set at SE meander corner of Lot No 1 Sec 30-7-16 E and run N 48° E at Í0.00 chaines set a random stake for half way across the old river bed and at 22.88 chaines found it to be the distance across the river. Then correcting back moved random stake set at 10.00 ch by setting a stone at 11.44 chaines for the NE. cor of accretions to Lot 1, Sec 30-7-16 E. Then from the 2x11x17 inches square set for the SE. cor. of Lot 1 S 30-7-16 E. run east at 9.20 chaines set a stone for half way across the old bed of the Missouri river, and at 14.28 chaines set a random stake on the East bank of the Nishneyboteny River which river is in the old Missouri river bed, 4.12 chaines West of the East bank of the old Missouri River bed. At which point the‘half section line running East & West threw

Whole distence across 18.40' chaines. Half-, the distince across 9.20 chaines. V 9° 30' E

FIELD NOTES.

No. of Survey........Date From February 25th to March 29th 1895 Survey for- Nemaha County Nebraska At .request of the Board of County Commissioners Chaiiimen sworn W. T. Hacker and H. D. Hacker Point established Divis. Accretions in Old River See. 30, Twp. 7 N, Rng. 16 E, 6th P. M. Neb

Commencing at the meander corner on the Nebraska bank of the Old Mo. River bed at the intersection of the South line of S. 30, T 7, N. R 16 E. 6th P. M." in Nebr. with the Old Mo. River bed, it it being the S E. cor. of Lot 3 in S 30, and the N E. cor. of Lot 1 in S 31. And'run East to meet D. A. Quick Surveyor of Atchison county Mo. Running from the Mo. side of the Old Mo. River bed on a division of Accretions therein and at 13.32 J- ch. set a stake and came out 1.53 ch. apart he N and me S. and at half the difference between us .76J Iks. wc set a Limestone 5x14x25 in. sqr. for the dividing line between Mo. and Neb. Whole distence across 26.65 chains. Half the distence across 13.32^ chaines. And Commencing at the meander corner on the Nebr. bank of the Old Mo. River bed, at the S E. cor. of Lot 2 and the N East cor. of Lot -3 in S 30 T 7 N R 16 E 6th P. M. in Nebr. And run East to meet D. A- Quick Surveyor of Atchison county Mo. running from the Mo. side of the Old Mo. River bed on a division of Accretions therein

Whole distence across 22.70 chaines. Half the distence across 11.35 chaines.

No. of Survey........Date From February 25th to March 29th 1895 Survey for Nemaha County Nebraska At request of the Board of County Commissioners of Nemaha County Ncbr. Chainman sworn W. T. Hacker and Ti. D Hacker Point established division of Accretions Sec 31, Twp, 7 N, Rng. .16 E, 6th P. M.

Commencing at the meander corner on the Nebraska bank of the Old Missouri River bed at the intersection of the Township line between Townships. 6 and 7 North of Range 16 East of the 6th P. M. in Ncbr. with the Old Missouri River bed. Said meander corner being the S E. comer of Lot No 7 in Sec 31 Town 7 N of R 16 E of the 6th P. M in Nebraska.

And run thence East for the purpose of meeting D. A. Quick County Surveyor of Atchison county Missouri coming from the Missouri side of the Old Missouri River bed on a division of the Accretions formed in the Old Missouri River bed, and at 16.02 chaines set a stake for half way and came out 89 links apart he North and me South and at half the difference between us, 44} links, we set á Limestone 6x15x35 inches square for the dividing line between Missouri and Nebr.' marked M & N.

Whole distence across the Old River bed 32.04 chaines. Half the distence across 16.02 ch.

Commencing at the meander corner on the Nebr. bank of the Old Mo. River bed at the S E. meander cor. of Lot 6 and the N E corner of Lot No 7 in S 31, T 7 N of R 16 É of 6th P. M in Nebr.

And run East to meete D. A. Quick County Surveyor of Atchison county Mo. running from the Mo. side on a division of the Accretions and at .12.841 ch. set a stake & came out 89 Iks. apart, he N & me S and at} the diference. 44} Iks we set a Limestone 6x15x36 inches Sqr for the dividing line between

Half the “ “ 13.09 chaines.

And Commencing at the meander corner on the Nebr. bank of flic Old Mo. river bed at the intersection of the section line between tí 30 & 31 in T 7, N. R 16 E of 6th P. M in Nebr. witli the Old iMo River bed. It being the NE. cor. of Lot 1 in S 31 and the SE. cor. of Lot 3 in tí 30, T 7, N. R 16 E and run East to meet D. A. Quick Surveyor of Atchison Co. Mo. Running from the Mo. side of the Old River bed on a division of the Accretions and at 13.32-¿- ch. set a stake and came out 1.53 chaines apart he N and me tí at hall' the difference between us 76|- links set a Limestone 5x14x25 inc. sqr. for the dividing line between Mo. and Nebr. Marked M and N.

Whole distence across 26.65 chaines.

Half the distence across 13.324 chaines.

V 9° 30' E

No. of Survey........Date February 25th to March 29th 1895 Survey for Nemaha County Nebraska At request of the Board of County Commissioners Chainmen sworn W. T. Hacker and H. D. Hacker. Point established Div. of Accretions to See. 6, Twp. 6 N, Png. 16 E, 6th P. M.

Commencing at the meander corner of the Nebr. bank of the Old Mo. River bed at the intersection of the Township line between Towns. 6 and 7 N. of R. 16 E of the 6th P. M. in Nebr. with said river bed. Said corner being the N E. cor. of Lot 1 in S 6, T 6 N, R 16 E, and the S E. cor. of Lot 7 in S 31 T 7 N. R 16 E. of 6th P. M in Nebr. And run East to meete D. A. Quick Surveyor of Atchison county Mo. running from the Mo. bank of the Old Mo. River bed on a division of Accretions in the Old Mo. river bed and at 16.02 ch. set a stake for half way and came out 89 links, apart he N and me S. at half the difference between us 44|- Iks we set a Limestone 6x15x35 in; Sqr. for the dividing line between Mo. and Nebr. Marked M and N. Whole distence across 32.04 ch. . Half the distence across 16.02 chaines. And commencing at the meander corner on the Nebr. bank of the Old Mo. River bed at the S. W cor. of Lot 1 and the S E cor of Lot 2 in Sec. 6, T 6, N. R 16 E of the 6th P. M. in Nebr. And run East for the purpose of meeting D. A. Quick Surveyor of Atchison co. Mo. running from the Mo. side of the Old Mo. River bed on a division of Accretions in the Old river bed and at 21.71^ ch. set a stake and came out 3.48 ch. apart he N and me S. At half the difference between us 1.74 ch. we set a Limestone 6x15x40 in. Sqr. for the dividing line between Mo. and Nebr. Marked M. and N.

Whole distence across 43.43 chaines. Half the distince across 21.71J chaines.

Commencing at a stone set N 54° E 11.00 ch. from the SE. cor. of Lot 2 Sec 1 T 6 R 15 E and at S 47° W 11.00 ch. from the SW.. cor. of lot 2 in S 6 T 6. R 16 E 6th P. M. Nebr. and run S 33° 30' E 11.70 ch. more or less to the dividing line between Mo. and Nebr.

No. of Survey........ Date February 25th to March 29th 1S95 Survey for Nemaha County Nebraska At request of the Board of County Commissioners Chainmen sworn W. T. Hacker and H. D. Hacker Point'established div. .of Accretions to Sec. 1, Twp. 6 N, Rng. 15 E, 6th P. M.

Commencing at the meander corner on the Nebr. of the Old Mo. River bed at the SE. cor. of Lot'2 and the NE. cor. of Lot 3 in S 1 T 6 N. R 15 E of the 6th P. M. in Nebr. and. run 5 33° 30' E and at 10.87^ ch. met D. A. Quick Surveyor of Atchison Co. Mo. on a division of Acretions with a difference of 26 lk between us, we set a Limestone 6x15x41 in. Sqr. for the dividing line between Mo. and Nebr., Marked M and N.

Whole distence across 21.57 ch. Half the distence across 10.78J chaincs.

Commencing on the Nebr. bank of the Old Mo. River bed at the SW. cor. of Lot 3, the SE. cor. of Lot 4 in S 1, T. 6, N. R 15 E of 6th P. M. in Nebr. And run South and at 7.27\ ch. 6 set a stake & met D. A. Quick Surveyor of Atchison Co. Mo. running from the Mo. bank of the eld Mo. River bed, on a division of Accretions and came out with a difference of 55 links he E and me W. at half the difference between us 27£ Iks. we set a Limestone 8x10x23 in. Sqr. for the dividing line between Mo. & Nebr. marked M & N. Whole distence across 14.55' ch; ' Half the distence 7.27£ ch.

Commencing on the Nebr. bank of the old Mo. River bed at the intersection of the section line between Sec 1 and 2 in T 6 N. RT5 E 6th P. M. in Nebr. with the Old Mo. River bed being the SW. cor. of Lot 5 in S 1 and the BE. cor. of Lot 8 in S 2 T 6 R 15 E in Neb. and run South and at 16.64 ch. set a stake and met D.

• Commencing on the Nebr. bank, of the Old Mo. River bed at the SW. cor. of Lot 4 the SE. cor. of Lot 5 in S 1 T 6 N. R 15 E 6th P. M. in Nebr. and run South 11.95 chaines more or less .to the dividing line between Mo. and Nebr. and set a Limestone 10x12x16 inches sqr. Marked M and N. •

No. of Survey........Date February 25th to March 29th 1895 Survey for Nemaha county Nebraska At request of the Board of County Commissioners Chainmen sworn IV. T. Hacker and II. D. Hacker Point established Div. of Accretions to Sec. 2, Twp. 6 N, Rng. 15 E, 6th P. M.

' Commencing on the Nebr. bank of the Old Mo. river bed at the SW. cor of Lot 5 in S 1 and SE. cor. of Lot 8 in S 2 T 6 N. R 15 E and run South to meet Surveyor Quick running from the Mo. bank of said River bed on a division of Accretions, at 16.64 ch. set a stake and came out thirty Iks W. of Quick’s line at half the difference 15 Iks. we set a Limestone 6x6x30 in. Sqr. for the dividing line between Mo & Nebr. Marked M & N. Whole distence across 33.28 chs

Commencing on the Nebr. bank of the Old Mo. river bed at the SW. cor. of Lot 7, and the SE. cor. of Lot 6 in S 2 T 6. R 15 E. and run South to meet Surveyor Quick running on division of Accretions at 27.60|- ch. set a stake and was 3.84 ch. West of Quick at half the diference 1.92 ch. we set a Limestone 7x8x20 in. Sqr, for the dividing lino between Mo. & Nebr. Marked M & N. Whole distence across 55.21 ch. Commencing on the Nebr. bank of the Old Mo. river bed at the SW. cor. of Lot 6 and the- SE. cor. of Lot 5 in S 2 T 6 R .15 Tí and run South to meet Surveyor Quick running North on a division of Accretions ¡it, 32.36 ch. set a stake ami was 80 links West of Quick’s line at half the diffirence 40 Iks we- set a Limestone 7x14x23 in. Sqr for the dividing line between Mo. & Nebr. Marked M & N. Whole distence across 64.72 chs. Commencing on the Nebr. bank of the Old Mo-- River bed at a corner 9.10 chs. West of the NE. cor. of'S 2, T 6 N. R 15 E and run N 47°. W at 40,00 ch set a random stake and at 82.88 chs. came to a cor. on the Mo. bank of the Old Mo. river bed,. Run with Surveyor Quick,- Correcting back we corrected the

And it is further ordered that said .Commissioners be paid for their services herein such compensation as may be agreed upon by the respective parties to this suit and said Commissioners, and if the parties to this suit and said Commissioners are unable to agree upon said compensation, such compensation shall be awarded to said Commissioners as in the opinion of this court, upon the filing of the final report of said Commissioners, may seem proper.

It is further ordered that said Commissioners make said final report of their- acts and doings in the premises to this court on or before the 15th day of May, 1905.

March 6, 1905.