The Grangeville globe. [volume] (Grangeville, Idaho) 1907-1922, 1921-11-10

BEGINNING at corner No. |, identical with
corner No 1. Marion No; lode this sur
yey, heretofore described. whence the II
SeSrs @ degrees ssa s mSutes
30 seconds F. l655.77 feet.
:, Thence 5. % degrees % minutes W. along
line As. Marion No.. lode. this survey
1903 to corner No. ., granite stone 25x
1879 ms set II ins. in the ground, CHS
Thence n. % degrees II minutes w. 500
feet intersect lode line. $40 feet. to corner
No 3, quartz stone, 2sx12x6 ms set IA
ms :, in the ground, chissled s.2-2947. 800.
4ooxl5xe ms; set 20 ms. in the ground
s sarses No a cS SgSsr Queen MS & Sd
post. 5x5 ms 4 IT. above ground bears
n 10 degrees AZ minutes w. 227 feet.
81, Thence 8 p degrees II minutes E. 3o9.5O
No l. the place Of beginning.
Marion No. Lode.
stone 24.s Hs set NJ Il ns IN ts
ground chiseled -2947, on the right bank
Of the South Fork river. whence the west
Ia corner OF Section IS. Township 80 N.
+. e. B. NJ, a stone firmly set. no marks
discernible witnessed as described by the
surveyor general. bears N. Sc degrees AZ
MINUTES TStesa " e 1sol dd1rd # ., ,rnto
feet TO corner No. . Identical with cor
ner No 3, Marion No lode, this survey,
heretofore described.
line 80 Marion No. lode, this survey
309.50 feet intersect lode line. $40 to cor
ner No. 3. identical with corner No. 2.
Marion No. lode, this survey, heretofore
described
Thence s. So degrees Is minutes W.
along line 4-3. Marion No. lode. this sur
1 lode this survey s32 20 feet intersecf
right bank of South Fork Clearwater riv-
err. Point for witness corner to cor No.
falls on rock cliff facing southwest.
At exact point for witness corner chisel
cross with w. G. and 4-2947 marked be.
low and south Of cross 973 feet to corner
II Thence Me- \. % degrees IT minutes W.
3O9.5O feet Intersect lode line. 54s feet in
tersect right bank of river, a granite
for witness corner, to Corner No /, CHS,
eled 4-2947 w c. 819 to corner No 1.
the place of beginning.
Marion No. 4 Lode.
Beginning at corner No. !. basalt stone
25x15x9 ins. set ~ ins. In the ground
chiseled 1-2947 whence the IA corner Of
B. NJ. a stone. set firmly in the ground,
marked and witnessed as described by the
surveyor general bears degrees II min
Thence S. % degrees II minutes r. 3095O
feet intersect lode line. $40 feet to corner
No. 2, a granite stone. 2ex12xs ms. set II
Thence s. So degrees d minutes w
vey. 527 feet to corners Nos. 3 and 2, Mar
= y
81 Marion No lode. 1900 feet to corner
No. 3. Identical with corner No l. Mar
ion No. lode this survey. heretofore de-
Thence N. % degrees IT minutes w
30950 feet intersecs lode line. $40 feet to
corner No. A. syenite stone 25x12x9 ms
set IL ms. in the ground, chiseled 42947.
Thence N. SO degrees % minutes r.. 1501
feet to corner No 1. the place OF begin
ming.
in the office of the recorder Of Idaho coun-
ty, State of Idaho, as aforesaid, the pre-
sumed general course or direction of the
said vein, lode or mineral deposit being
shown upon the plat posted herewith, as
near as can be determined from present
Developments, this claim being t1500) fi'-
with the surface ground shown from the
official plat posted herewith, the said
vein, lode and mining premises hereby
sought to be patented being bounded and
above set forth and named. The said
claims being designated as Marion No.
| lode and Marion No. lode in the official
| plat posted herewith
! Any. and all persons claiming adversely
the mining ground vein, lode. premises or
any portion thereof. so described. sur
veyed. plated and applied for. are hereby
notified that unless their adverse claims
are duly filed, as according TO law and the
tho date with Wt4 he sS
| the United States land office. at Lewiston
| In the State of Idaho. they will be barred
on the tb Gs @
| September. 1921
J. FRANK WATSON.
Any person is at liberty to. protest thic
| purchase before entry, or initiate a con-
| test at any time before patent issues. by
| filing a corroborated affidavit in this OF
flee, alleging facts which would defeat the
entry.
4S10t Register