The Grangeville globe. [volume] (Grangeville, Idaho) 1907-1922, 1921-11-03
NOTICE FOR PUBLICATION-NOTI
OF APPLICATION FOR A UNITED
STATES PATENT FOR MIN


OF APPLICATION FOR UNITED
STATES PATENT FOR MIN
ING CLAIM.
Notice is hereby given. that in pursuance
Of the Act of Congress approved May 10
mining resources of the United States" j
Frank Watson, claiming 1900 linear feet
ing and situate within the unorganized
Clearwater Mining District County o.
Idaho and State Of Idaho, have made ap
pllcation to the United States for pat
ent for the said mining claim, which IS
more fully described as to metes and
bounds by the official plat, herewith post
thereof, now filed in the office of the reg
lister of the district of lands subject TO
sale at Lewiston. Nezperce County, Idaho,
which field notes of survey described the
boundaries and extent Of said claim on the
surface. with magnetic variations at 20 de-
gTees ~ minutes f.. to % degrees AZ min
utes r. as follows, to-wit:
Marion No. Lode.
Beginning at corner No. l. granite
ground, chiseled i-2947. whence the IA
corner of Sections II and 1s Township SC
North Range f.. b. NJ. 9, stone set
messed as described by the surveyor gen.
eral, bears s. SS degrees 30 minutes Z. 1909
| feet
Thence S. 5s degrees % minutes W. 1900
feet to corner No. 4. Identical with corner
| 10xa ms. set 10 ms. In the ground, CHS
az Thence \. p degrees Z minutes W
ner No. 3. A granite stone, 2Sx16x12 ms.
Thence N. So degrees Is minutes q. 1900
| feet to ocrner No. 4. Identical with corner
No. |, Marion No 2 lode this survey a
the ground, chiseled 4-1-2947.
Thence !; p degrees IL ei minutes q SO9 50
No. l. the place OF beginning.
| Marion No. Lode.
Begin42ng at corner No identical s, with
vey. heretofore described, whence the i.
seaoqs q degrees ga s
| 80 seconds f. 1655.77 feet.
Thence s. 53 degrees % minutes w. along
line AZ Marion No, lode. this survey
LOB to corner No ? granite stone 25N
eied 2.3-2947.
Thence n. % degrees II minutes w. 30
feet intersect lode line, 619 feet to corner
! No. 3. quartz stone. 2Sx12x6 ins. act II
ms. in the ground. chiseled 3,2-2947
. Thence n 81 degrees p minutes f 1lo'
&c ns set 20 s 0 ny gronaG
survey No $3.50 Copper s Queen e Lode. 'fi' f.
Il. is degrees AZ minutes W. 227 feet. '''''
Thence $. p degrees II minutes r 800 st
feet intersect. lode line 610 feet to corner
Marion No. 8 Lode.
Beginna1ng az corner Nc. i granite
sTo@nd cSiseiea ns on the n Fight oa I'M
of the South Fork river, whence the west
Ia corner Of Section Is. Township 80 n
dscernible Witnessed as d." described d by tx r
surveyor general. bears n. SO degrees a
minutes w 1901.17 IT.
Thence n. 80 degrees q minutes f. ~;
feet TO corner No. 2. Identical with cor
ner No. g. Marion No. lode this survey
heretofore described.
Thence $. p degrees II minutes +. alone
line 3-2 Marion No. lode, this survey
30950 feet intersect lode line. $40 to cor
ner No. g. identical with corner No ,
apiA lodi sf,Y. l..ra .f.a
described.
Thence $. 80 degrees 81 minutes W
vey. sa7 feet to corner No. 3. Marion No
lode. this survey, 5000 feet intersec
right bank of South Fork Clearwater rv
err Point for witness corner TO cor No
4 falls on rock cliff. facing southwest
At exact point for witness corner l chise
cross with w. c. and 4-2a47 marked be
low and south of cross. 973 feet to corner
Thence N % degrees II minutes W
30950 feet intersect lode line. 54s feet I'm
stone .24x1sx7 ins. 70 ins. in the ground
TOR Tor, w,tn ness CORNER to corner No chs
the place OF beginning
Marion No. Lode.
BEGINNING mt corner No. l. basalt ston,
ehaeed ms set whence eS the the corner
Sections and is. Township 80 N. r. f
B. N. stone, set firmly in the ground
surveyor general bears 8 degrees Ii / min in
utes w 127859 feet.
Thence s. % degrees IT minutes e. 30o5
feet intersect lode line.. $40 feet to corne
No 2, granite stone. 26x12xs ms. set L
ms. In the ground. chiseled 2-2947
Thence s. SO degrees q minutes w
along line 4-3. Marion No. 2 lode. this sur
yey. SGT feet TO corners Nos. and 2 Mar
ion No. and Marion No. lodes. respec
! 81 Marion No 8 lode 1900 feet to corne1
No. g. Identical with corner No l. Mar
ion. No. lode. this survey. heretofore de
Thence N. % degrees IT minutes w
s09.50 feet intersect lode line. $40 feet t.
, corner No. 4. a syenite stone 25x12xs ms
set II ms in the ground, chiseled 4-2947
Thence N. SO degrees % minutes r. $50
feet to corner No. 1. the place OF begin
! ming
The said mining claim being of recort
In the office Of the recorder OF Idaho coun
ty. State of idaho as aforesaid. the pre-
sumed general course or direction of tn,
said vein. lode or mineral deposit beins
near. as can be determined from presen
Developments. this claim being f160Ol re
teen hundred linear feet thereof, togcthel
with the surface ground shown from til,
official plat posted herewith. the saIt
sought TO be patented being bounded ani
above set forth and named. The SAID
claims being designated as Marion No.
lode. Marion No. 2 lode Marion No.
lode and Marion No: lode In the officia
Any and all persons claiming adversel,
the mining ground vein, lode. premises Of
any portion thereof. so described sur
veyed. plated and applied for. are hereb,
notified that unless their adverse claim,
are duly filed, as according to law and the
, regulations hereunder. within sixty dav,
from the date hereof with the register ~
the United States land office. at Lewiston