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June 27, 1940 The Goldendale Sentinel | |
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June 27, 1940 |
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!ii:
From Page Five
feet wld---- h iyi----ng eighty
~even and five tenths feet (87.5)
northwesterly and two hundred
twelve and five tenths feet (212.5')
southeasterly measured at right
angles to the Survey line af the Bon-
neville-~oulee Circuit No. 1 as now l
surveyed and staked on the ground
from Survey ~tation I~L 944 plus
6:1.46 to Survey Station E-L 672
~plus 42.5.2 as said right-of-way lies
over, across and through Section 25,
T. 5 N., R. 15 E., W. M.; Sections
30, 29, 28, 27, 24, 22, 2~3 and 2,4,
T. 5 N., R. 16 E., W. M.; Secitons
1~, 18, 17, 8, 9, 4 and 3, T. 5 N., R.
17 E., W. M.; Sections 34, 27 22,
23, 14, 13 and 12, T. 6 N., R. 17
E., W. M., and ~ections 7, 6, 5, 4, T.
6 N., R. 18 E., W. M., as now locat-
ed and staked on the ground, lying
over, across and through the owner-
ships set forth in the declaration of
taking; said survey line being more
particularly described as follows.
Beginning at ,Survey Station 8 iflus
74.06, a point on the section line
common to Sections 10 and 11, said
point lying N. 0 39'34" E., a dis-
tance of 1233.54 feet from a U. S.
E. D. monument marking the section
corner common to Sections 10, 11, 14
and 15, T. 3 N., R. 10 2, W. M.,
~Klickitat C o u n t y, Washington;
thence N. 75°09'20" E., a distance of
5345.79 feet to Survey Station 62
plus 19.85, a point on the section
line common to Sections 11 and 12,
said point lying N. 0°15'14" W., a
distance of 2615.38 feet from a U. S.
E. D. monument marking the section
corner common to Sections 11, 12,
13 and 14, T. 3 N., R. 10 E., W. M.;
thence continuing N. 75°09'20'' E., a
distance of64 276.05 feet to Survey
Station plus 95.90, thence N.
7~5°06'25'' E., a distance of 5113.46
feet to Survey ~tation 116 plus 0,9.36,
a point on the section line between
Section 12, T. 3 N., R. I0 ~. and
~ectlon 7, T. 3 N., R. 11 E., said
point lying S. 9006'04" E., a dis-
tance of 1374.16 feet from an iron
pipe marking the section corner com-
mon to Sections 1 and 12, T. 3 N.,
R. 10 E., and Sections 6 and 7, T.
3 N., R. 11 ~., W. M.; thence con-
tinuing N. 75*06'2'5'' E., a distance
of 4357.40 feet to Survey Station 159
plus 66.76 ,a point on the section
line common to Sections 6 and 7,
said point lying N. 85*43'38" W., a
distance of 1004.63 feet from an iron
pipe marking the section corner
common to Sections 5, 6, 7 and 8, T.
3 N., R. 11 E., W. M.; thence con-
0*48'47" E., a distance of 592.77
feet from an iron pipe marking the
section corner common to Sections 25
and 26, T. 4 N., R. 12 E., W. M ;
thence continuing N. 75*06'2,5" E.,
a distance of 5536.98 feet to Survey
Station 768 plus 60.67, a point on
the section line common to Section
25, T. 4 N., R. 12 E. and Section 30,
T. 4 N., R. 13 E., said point lying S.
0°04'24" W., a distance of 655.08
feet from a squared stake in a mound
of stone marking a section corner
common to Sections 24 and 2,5, T. 4
N., R. 12 E., and Sections 19 and 30,
T. 4 N., R. 13 E.,,W. M.; thence con-
tinuing N. 75*06 25" E., a distance
of 2~93.96 feet to Survey Station
792 plus 54.63. a point on the sec-
tion line common to Sections 19 and
30, said point lying S. 89°00'51'' E.,
a distance of 2313.04 feet from a
squared stake in the mound of stone
marking the section corner common
to Sections 24 and 25, T.,c4 N., R. 12
E. and Sections 19 ~nd 30, T. 4 N.,
R. 13 E., W. M.; thence continuing
N. 75*06'25" E., a distance of
3445.95 feet to Survey Station 82q
plus 00.58, a point on the section
line common to Sections 19 and 20,
said point lying N. 0*23'38" W., a
distance of 941.66 feet from an
original scribed oak stake and an
iron pipe marking the section corner
common to Sections 19, 20, 2,9 and
30, T. 4 .IN., R. 13.E., W. M.; thence
continuing N. 75 0,6'25" E., a dis-
tance of ~5487.58 feet to Survey Sta-
tion 881 plus 88.16, a point on the
section line common to Sections 20
~nd 21, said point lying S. 0651'21"
F_~, a distance of 314.46 feet from an
iron pipe marking the ~ section cor-
ner common to Sections 20 and 21,
T. 4 N., R. 13 E., W. M.; thence con-
tinuing N. 75"06'2i5" E., a distance
of 55,59.97 feet to ,Survey Station
9,37 plus 48.13, a point on the section
line common to Sections 2:1 and 22,
said point lying S. 0*20'35" E., a
distance of 14,57.49 feet from a bolt
in a concrete monumnet m~rking the
section corner common to Sections
15, 16, 21 and 22, T. 4 N., R. 13 E.,
W. M.; thence continuing N.
75"{~6'25" E., a distance of 222,3.47
feet to Survey Station 959 plus 71.60,
thence continuing N. 570t~8'10" E.,
a distance of 1529.31 feet to Survey
Station 975 plus 00.91, a point on
the section line common to Sections
15 and 22, said point lying S.
8'900~',50" E., a distance of 765.3~
feet from a concrete monument
marking the t section corner com-
mon to Sections 15 and 22, T. 4 N.,
It. 13 ,E., W. M.; thence continuing
tinuing N. 75*06'25" ,E., a distance N. 57°08'10" E., a distance of
of 1034.68 feet to Survey Station~ 2,247.95 feet to Survey Station 997
170 plus 01.44, ~ point on the sectionlplus 48.86, a point on the section
line common to Sections 5 and 6, line common to Sections 15 and 14,
said point lying N. 0°17'~17'' W., alsaid point lying N. 1°06'04'' W., a
distance of 340.77 feet from an iron distance of 1~50.19 feet from a con-
pipq marking the section corner t crete monument marking the section
common to Sections 5, 6, 7 and 8, T. corner common to .Sections 14, 15, 22
3 N., R. 11 E., W. ,M~; thence con-] and 23, T. 4 N., R. 13 E., W. M.;
tinuing N. 75"06'~5 E., a distance]thence N. 57°33'08'' E., a distance
of 5319:54 feet to Survey Stationlof 3120.76 feet to,Survey tation B-L
223 plus 20.98, a point on the section[ 1028 plus 69.62 back equals DIL
line common to Sections 4, and 5,]2.18 p, lus 89.37 ahead; thence N.
said point lying N. 2 4252 W., a[80 27 {~0:' E., a distance of 2704.51
distance of 1358.67 feet from an Jr*hi feet to Survey Station D-L 245 plus
pipe marking the section corner 93.88, a point on the section line
common to Sections 4, 5, 8 and 9, T. common to Sections 14 and 13, said
3 N., R. 11 E., W. M.; thence con- point lying S. 1"2,8'10" W. 1883.41
tinuing N. 75006'25,' E., a distance feet from a new post marking the
of 53~5~5.44 feet to Survey Station
276 plus 76.42, a point on the section
line common to Sections 3 and 4,
said point lying N. 0"31'49 W., a
distance of 20.0,2 feet from an iron
pipe marking the ~ section corner
common to .Sections 3 and 4, T. 3
N., R. 11 E., W. M.; thence con-
tinuing N. 75°06'2t5'' E., a distance
of 5,~0~8.90 feet to Survey Station 33,1
plus 85.32, a point on the Section
line common to ~sections 2 and 3,
said point lying S. 0042',30'' E., a dis-
tance of 1293.77 feet from an iron
pipe marking the section corner com-
mon to Sections 2 and 3, T. 3 N., R.
11 E. and Sections 34 and 35, T. 4
iNn.~ R. 11 E., W. M.; thence continu-
N. 75*06'25" E., a distance of
26,50.75 feet to Survey Station 358
plus 36.07 back equals 358 plus
~1.21 ahead; thence continging N.
75°06'2~5'' E., a distance of 2373.71
feet to Survey Station 381 plus 74.92,
a point on the section line common
to Section 2, T. 3 N., R. 11 E. and
Section 35, T. 4 N., R. 11 E., said
point lying N. 89"54'~5" W., a dis-
tance of 4~88.83 feet from a stump
marking the section corner common
to ~ctions 1 and 2, T. 3 N., R. 11 E.
and Sections 35 and 36, T. 4 N., R.
1~1 ~., W. M.; thence continuing N.
75*06'2,5" E., e distance of 504.12
feet to Survey Station 386 plus 79.04,
a point on the section line common
to ~ections 35 and 36, said point ly-
ing N. 0 44°53 W., a distance of
130.41 feet from a stump marking
the section corner common to Sec-
tions 35 and 36, T. 4 N. R. 11 E. and
Sections 1 and 2, T. 3 N.,R. 11 E.,
W. M. ; thence continuing N.
7,5~6'25'' E., a distance of 54,37.84
feet to Survey ,Station 441 plus 16.88,
a point on the section line common
to Section 36,T. 4 N., R. 11 E. and
Section 31, T. 4 N., :P~ 12 E., said
point lying S. 2°48'03" E., a distance
of 867.33 feet from a post marking
the ~ section corner common to Sec-
tion 36, T. 4 N., R. 11 E., and Section
31, ~P. 4 N., R. 12 E., W. M.; thence
continuing N. 75°06'~5'' E., a dis-
tance of 542,5.67 feet to Survey" Sta-
tion 495 plus 42.55, a point on the
section line common to Sections 31
and 32, said point lying S. ~°4,1'27"
section corner common to Sections
11, 12, 13 and 14, T. 4 N., R. 13 E.,
W. M, ; thence continuing N.
80"27'0,0" E., a distance of 5222.28
feet to Survey Station D-L 298 plus
16.16, ,~ point on the section line
common to Section 13, T. 4 N., R. 13
IE., and Section 18, T. 4 N., R. 14 E..
said point lying S. 0°24'20', W.
976.86 feet from a rock cairn mark-
ing the section corner common to
Sections 12 and 13, T. 4 N., R. 13 E.,
and Sections 7 and 18, T. 4 N., R. 14
E., W. ~M.; thence continuing N.
80027'00'' E., a distance of 4730.93
feet to Survey Station D-~ 345 plus
47.09; thence N. 79°39'00'' E., a dis-
tance of 129.76 feet to Survey Sta-
tion I~L 346 plus 76.85 ~ point on
the section line common to Sections
7 and 18, T. 4 N., R. 14 E., said
point lying N. 87*59'00" W. 355.62
feet from a rock cairn marking sec-
tion corner common to Sections 7,
8, 18 and 17, T. 4 N., R. 14 E., W.
M.; thence continuing N. 79*39'00"
E., a distance of 360.35 feet to Sur.-
very Station D-L 350 plus 37.20, a
point on the section line common to
Sections 7 and 8, T. 4 N.,.,R. 14 E..
said point lying N. 0040'40" W.,
77.26 feet from the aforedescribed
section corner common to Section~
7, 8, 18 and 17, T. 4 N., R. 14 E.,
W.o M. ; thence continuing N.
79 39'00" E., a distance of 5347.3,5
feet to @urvey ~tation D-~ 4@3 plus
84.55 a point on the section line
common to Sections 8 and 9, T. 4
N., R. 14 E., said point lying N.
0°43'20" W., a distance of 1047.86
feet froman original G.L.O, scribed
stake marking the section corner~
common to ,Sections 8, 9, 17, ,16, T.
4 N., R. 14 E., W. M.; thence con-
tinuing N. 79°39'00, ,E., a distance of
5569.56 feet to Survey Station D-L
4.59 plus 54.11 ,a point on the section
line common to ~ctions 9 and 10, T.
4 N., R. 14 E., said point lying N.
2*52'30" E., a distance of 2038.88
feet from a reck cairn, witnessed by
an original G.L.O. bearing tree mark-
ing the section corner common to
Sections 9, 10, 16 and 15, T. 4 N.,
R. 14 E~, W. M.; thence continuing
N. 79°39'00" E., a distance of 1954.60
feet to Survey Station D-L 479 plus
W., a distance of 2399.88 feet from 08.71 back equals D~L 478 plus
an iron pipe marking the section cor- 96.50 ahead, thence continuing N.
nor common to Sections 30, 29, 31 79;39'~0" E., a distance of 783.11
and 32, T. 4 N., R. 12 E., W. M.; zest to Survey Station D-~ 486 plus
thence continuing N. 7~5"06'2~5" E., a 79.61 back equals D~ 486 plus
distance of 5.483.01 feet to Survey 76.12, ahead, thence continuing N.
~ation ~50 plus 25.56 ,a point on 7.9*39 00' E. a distance of 1723.88
the section line common to Sections feet to Survey Station ,,I~,, 504 plus
3~2 and 33, said point lying S. 00.00, thence N. 73 03 00 E., a dis-
0 00 46' ~E., a distance of 101~3.00 tance of 969.67 feet to ~urvey D~L
feet from an iron pipe marking the 51 plus 69.67 a point on the section
corner common to Section 28, 29, 32 line common to Sections 10 and 11,
and 33 T. 4 N., R. 12 E., W. M.; T. 4 N., R; 14 E., said point lying
thence 'continuing N. 75*06'25" E., S. 1"03'00' W. 2,15~).87 feet from a
a distance of 3773.29 feet to Survey 2"x2" wooden hub, witnessed by an
Station 587 plus 98.85, a point ou original G.L.O. bearing tree marking
the section line common to Sections the corner common to Sections 3, 2,
2~8 and ,3,3, said point lying N. 10 and 11, T. 4 N., R. 14 E., W. M.;
~9°20'43' W., a distance of 1.5'98.36 thence continuing N. 73*03'00" E. a
feet from a post marking the section distance of 5602.43 feet to Survey
corner common to Sections 27, 28, Station D-~ ~69 plus 72.10 a point
3,3 and 34, T. 4 N., R. 12o,E., W; M.; on the section line common to Sec-
thence continuing N. 7~5 06 2~ E., tions 11 and 12, T. 4 N., R. 14 E.,
a distance of 1660,87 feet to Survey said point lying S. 0°38'50" W.
~tation 604 plus 59.72, a point on 481.17 feet from an original G.L.O.
~ the section line common to Sections scribed stake in a rock cairn mark-
27 and,, 28, said point lying N. ins the section corner common R.t9
3, a ,.tano. o, ,.. t,on. 11 and
feet from e post marking the corner 14 E., W. M.; thence continuing N.
common to Sections 27, 28, 3'3 and 73"30 00" F_~ a distance of 1668.50
continuing N. 75"~6'24' ,E., a dis- 40.60, a point on the section line
~4, T. 4 N., tL 12 ~., W. M.; thence feet to ~urvey ,Station ~)-L 586 plus
tunes of 5496.10 feet to Survey Sta- common to Sections 1 and 12, ,'1'. 4
tton ~59 plus 55.82, a point on the N., R. 14 E., said point lying N.
~k~ction line common to Sections 26 89"48'30" E. 13.32.25 feet from the
and 27, said point lying N. 2°50'~5.2 aforedescribed section corner com-
W., a distance of 1773.~8 feet front men to ~Sections 2, 1, 11 and 12, T.
an iron pipe marking the section cot- 4 N., R. 14 E., ,W., M.; thence con-
~i i~ nor common to Section, 26, 27, 34[tinuing N. 7,3*0'3 00' E.a distance of
and 35, T. 4 N., R. 12 E.,,W;, M.;~3~877.24 feet to Survey Station D-L
thence continuing N. 75"06 25 E.,[ 6~5 plus 17.84, a point on the section
a distance of 5367.87 feet to Survey[line common to Section 1, ~'. 4 N., R.
Station 713 plus 2~3.69, a point on]14 E. and ~ection 6, T. 4 N., R. 15
the section line common to Sections]]~., ~aid point lying N. 0°16'30" W.
25 az~d 26, said point lying N. ~118,02 feet from a point witnessed
THE GO_I DENDALE SEr 12NEL--C ldendale, Washington'
by an original G.I~O. bearing tree tion 19 as N. 51020'00'' E. and which
marking the section corner common extends into Section 18 as N. 51023'-
to Sections 1 and 12, T. 4 N., R. 14 07" E., a distance of 43.80 feet to
E. and Sections 6 and 7, T. 4 N., Survey Station D-L 1293 plus 28.49
R. 15 E., W. M.; thence continuing back equals E-L 0 plus 00.00 ahead;
N. 7300'3'0@" E. ~L distance of 5506.22 thence continuing N. 51023'07'' E.
feet to Survey Station D~L 680 plus a distance of 6169.33 feet to Survey
24.06, a point on the section line Svation E-L 61 plus 69.33 a point on
common to Sections 6 and 5, T. 4 N., the section line common to Sections
R. 15 E., said point lying N. 0022'00'' 18 and 17, T. 5oN., R. 17 E., said
E. 187.07 feet from the proportioned point lying N. 0 54'00" E~. 1209.60
point marking the quarter-section feet from a rock cairn witnessed by
corner common to Sections 6 and 5, an original General Land Office bear-
T. 4 N., R. 15 E., W. M.; thence con- ing tree marking the quarter section
tinning N. 73°03'00,' E. a distance o~ corner common to Sections 18 o,nd 17,
5544.81 feet to Survey ~tation D-L T. 5 N., R. 17 E., W. M.; thence con-
735 plus 68.87, a point on the section tinuing N. 51023'07'' ~. a distance of
line common to Sections 5 and 4, T. 2239.72 feet to Survey Station E-L
4 N., R. 15 ,E., said point lying N. 84 plus 09.05 ~ point on the section
0°10'20', E., 1833..59 feet from a line common to Sections 8 and 17, T.
point witnessed by an original G.L.O. 5 N., R. 17 E., said point lying S.
bearing tree marking the quarter- 89051'20'' W. 934.81 feet from a
corner common to Sections 5 and 4, mound of rock marking the quarh:r
T, 4 N., R. 15 E., W. M.; thence con- section corner common to Sections 8
tinuing N. 73°03'@0'' E. a distance of and 17, T. 5 N., R. 17 E., W. M.;
288.5.79 feet to Survey Station D-L thence continuing N. 51°23'07'' E., a
764 plus ~54.66 a point on the section distance of 4564.58 feet to Survey
line common to Section 4, T. 4 N., Station E-L 129 plus 73.63 a point
R. 1,5 E. and ~ection 33, T. 5 N., R. on the section line common to Sec-
15 E., said point lying S. 89057':20'' tions 8 and 9, T. 5 N., R. 17 E., said
E. 118.96 feet from a point witness- point lying S. 0035'20'' E. 2463A3
ed by an original G.L.O. bearing tree
merking the quarter-corner common
to Section 4, T. 4 N., R. 15 ~., and
Section 33, T. 5 N., R. 15 E., W. M.;
thence continuing N. 73°03'00 E. a
distance of 2616.39 feet to Survey
~tation D~ 790 plus 71.05, a l~oint
on the section line common to Sec-
tions 33 and 34, T. 5 N., R. 15 E.,
said point lying N. 1036'10" W.
765.04 feet from a point witnessed
by an original G.L.O,, bearing tree
marking the section corner common
to ,Sections 33 and 34, T. 5 N., R. 15
E. and Sections 4 and 3, T. 4 N., R.
15 E., W, M.; thence continuing N
73°03'00'' E. a distance of 2730.60'
feet to Survey Station D-L 818 plus
04.65 back equals Survey Statio~
D-L 818 plus 04.03 ahead; thence con
tinuing N. 73*03'00" E. a distance ot
2767.13 feet to Survey Station I)-L
84,5 plus 71.16, a point on the sec-
tion line common to Sections 34 and
35, T. 5 N., R. 15 E., said point ly-
ing N. o0 17 40' W. 2390.91 feet
from fence corners and road inter-
sections marking the section co~ner
common to Sections 34 e.nd 35, T. 5
N., R. 15 E., and Sec£ions 3 and ~,
T. 4 N., R. 15 E., W. M.; thence con-
tinuing N. 73°0,3'00'' E. a distance of
~518.36 feet to Survey Station D~L
900 plus 89.52, a point on the section
line common to Sections 35 and 36,
T. 5 N., R. 15 E., said point lying S.
1"06'20" E. 1271.01 feet from the
four-way fence intersection marking
the section corner common to Sec-
tions 26, 25, 3.5 and 36, T. 5 N., R.
15 E., W. M.; thence continuing N.
73°~3'~0,'' E. a distance of 4371.94
feet to Survey Station ,I)~ 944 plus
61.46, a point on the section line
common to :Sections 25 and 36, T. 5
N., R. 15 E., said point lying S.
8,9 56'50" W. 112~5.01 feet from a
four-way fence intersectian marking
the section corner common to Sec-
tions 25 and 36, T. 5 N., R. 15 E. and
~sections 3p and 31, T. 5 N., R. 16
E., W. M.; thence continuing N. 73°-
0~3'00" E. a distance of 1177.85 feet
to Survey Station ~ 956 pins
39.31, a point on the section line
common to Section 25, T. 5 N., R.
15 E. and Section 30, T. 5 N., R. 16
E., said point lying S. 0°16'50" W.
~3{~3.47 feet from an originefl G.L.O.
stake set in a rock cairn, witnesseo
by an original G.L.O. bearing tree
marking the quarter-corner common
to Section 25, T. 5 N., R. 15 E. and
Section 30, T..5 N., ~R. 16 E.; thence
continuing N.. 73°03'00" E. a dis-
tance of 5619.34 feet to Survey Sta-
tion I)-L 1~0~12 plus ,58.65, a point on
the section line common to Sections
30 and 2~9, T. 5 N., R. 16 E. said
point lying N. 0006'30,' W. 1949.86
feet from a rock cairn witnessed by
an original G.L.O. bearing tree mark-
ing the section corner common to Sec-
tions 30 29, 31, 32, T. 5 N., R. 16, E.
W. M.; thence continuing N. 73°03-
00" E. a distance of 5529.96 feet to
Survey .Station I)-L 1067 plus 88.61,
a point on the section line common
to Sections 29 and 28, T. 5 N., R.
16 E., said point lying N. 0°11'20''
E. 1006.51 feet from a rock c~lrn
witnessed by an original G.L.O. bear-
ing tree marking the quarter-corn,~r
feet from a fence corner and rock
cairn nVa.rkJng the section c.)rner
common to Sections 5, 4, 8 and 9,
T. 5 N., R. 17oE., W. M.; theme.
continuing N. 51 23'07" E. a distance
of 3936.76 feet to Survey Station
E~L 169 plus 10.39 a point on the
section line common to Sections 4
and 9, T. 5 N., R. 17 E., said point
lying N. 89°53'10'' W. 2192.51 feel
from an original post cud rock cairn,
witnessed by an origiual General
I.~nd Office bearing tree marking the
section corner common to Sections
4, 3, 9 and 10, T. 5 N., R. 17 E., W.
M.; thence continuing N. 51023'07''
E., a distance of 2823.98 feet to Sur-
vey Station E-L 197 plus 34.37 a
point on the section line common to
Sections 4 and 3, T. 5 N., R. 17 E,
said point lying S. 0°27'20'' W.
849.47 feet from an original post and
rock cairn witnessed by an original
General Land Office bee.ring tree
marking the quarter section corner
common to Sections 4 and 3, T. 5 N.,
R. 17 E., W. M.; thence continuing
N. 51°23'07'' ~. a distance of 765.63
feet to Survey Station E-L 205 plus
00.00 thence N. 32057'07'' E. a dis-
tance of 3483:59 feet to Survey Sta-
tion E~L 239 plus 83.59 thence N.
12020'07" E. a distance of 43.43 feet
to Survey Station E-L 240 plus 27.02
a point on the section line common
to Section 3, T. 5 N., R. 17 E., a.nd
Section 34, T. 6 N., R. 17 E., said
point lying S. 89022'30'' E. 2489.35
feet from a rock cairn marking the
section corner common to Sections 4
and 3, T. 5 N., R. 17 E. and Sections
33 and 34, T. 6 N. R. 17 E., W. M.;
thence continuing N. 12°20'07'' E.
5387.57 feet to Survey Station E-I,
2'94 plus 14.59 a point on the section
line common to Sections 27 and 3a,
T. 6 N., R. 17 E., said point lying
N. 89°53'10" E. 971.60 feet from a
rock cairn and four-way fence cor-
ner, witnessed by a.n original General
~Land Office bearing tree marking tne
quarter section corner common to
Sections 27 and 34, T. 6 N.,
R. 17 E., W. M.; thence con-
tinuing N. 12°20'07" E. a dis-
tance of 5449.85 feet to Survey
Station E-L 348 plus 64.44 a point
on the section line common to Sec-
tions 22 and 27, T. 6 N., R. 17 E.,
said point lying S. 89034'40" E.
2151.45 feet from an Original post
and rock ce.irn, witnessed by an
original General Lnd Office bearing
tree marking the quarter section cor-
ner common to Sections 22 and 27.
T. 6 N., R. 17 E., ~V. M.; thence con'
itinuing N. 12°20'07'' E. a distance
of 1831.01 feet to Survey Station
E-L 3.66 plus 95.45 back equals 369
plus 38.34 ahead, thence N. 32°36'-
07" E., e. distance of 197.10 feet to
Survey Station E-L 371 plus 35.44 a
point on the section line common to
Sections 22 and 23. T. 6 N., R. 17 E.,
said point lying N. 0°01'40"
E.
1958.45 feet from a rock cairn anO
fence corner marking the section
corner common to Sections 22, 23,
27 and 26, T. 6 N., R. 17 E., W. M.;
thence continuing N. 32°36'07'' E.
a distance of 4001.01 feet to Survey
Station E~L 411 plus 3,6.45 a point
on the section line common to Sec-
common to Sections 29 and 28, T.
N., R. 16 E.; thence continuing N.
73003'00'' E. a distance of 315.44
feet to Survey Station I~L 1~)~71 plus
04.05 back equals 10~70 plus 30.46
ahead; thence continuing N. 73003'-
0O" E. a distance of 4789.54 feet to
Survey Station D-~ 1118 plus 20.00,
thence N. 72016'00', E. a distance of
42~5.64 feet to Survey ~ation D-L
i112,2 plus 45.64, a point on the sec-
tion-line common to Sections 28 and
27, ~r. 5 N., R. 16 E., said point lying
S. (~°32'40" ~W. 19.84 feet from the
proportioned point marking the sec-
tion corner common to Sections 21)
22, 28 and 27, T. 5 N., R. 16 E,,
W M.; thence continuing N. 72 °16'-
00" E. a distance of 67.,3,3 feet t:
Survey Station I~L 1123 plus 12 97
a point on the section line comm
to Sections 22 and 27, T. 5 N., R.
16 E., said point lying N. 89*24'00"
E. 63.95 feet from the aforedescrib-
ed section corner common to Sec-
tions 21, 22, 28 and 27, T. 5 N., R.
16 E., W. ~.; thence continuing N.
72016'00" E. a distance of 5401.501
feet to Survey Station I~L 1177 plus
14,.47, a point on the section line
common to Sections 22 and 23, T. 5
5 tions 14 and 23, T. 6 N., R.. 17 E.,
s~id point lying S. 89033'20'' E.
2154.12 feet front an original post
witnessed by an original General
Land Office bearing tree marking the
section corner common to Sections
15, 14, 22 and 23, T. 6 N., R. 17 E.,
W. M.; thence continuing N. 32°36'-
07" iE., a distance of 5862.38 feet
to Survey Station E~L 469 plus 98.83
a point on the section line common to
Sections 14 and 13, T. 6 N., R. 17
E., se,id point lying S. 00,09'40" W.
2,43.00 feet from an original General
Land Office post and rock cairn
marking the section corner comm.)n
to Sections 11, 12, 14 and 13, T. 6
N., R. 17 E., W. M.; thence continu-
ing N. 32°36'07'' E. a distance of
288.39 feet to Survey Station E-L
472 plus 87.22 a point on the section
line common to Sections 12 and 13,
T. 6 N., R. 17 E., said point lying S.
89°58'50'' E. 154.71 feet from the
a.foredescribed section corner com-
mon to Sections 11, 12, 14 and 13,
T. 6 N., R. 17 E., W. M.; thence con-
tinuing N. 32°36'07" E. a distance of
3664.11 feet to Survey Station E-L
509 plus 51.33 thence N. 67031'15''
E.R. distance of 3410.94 feet to Sur-
from the public records or are known
to the officials of the United S~ates
filing this petition, ~'e as follows:
Acreage,
File No. More or
Bc-- Less
10.8 Klickitat County, a mu-
nicipal corporution; E. F. Naf-
fin and Rena Naffin, his wife;
Minnie A. Smith and John Doe
Smith, her husband; the Un-
known Heirs of Minnie A.
Smith, deceased, and the un-
known heirs of John Doe Smith,
her deceased husband ; the
State of Washington ......... 86
109 John T. Thompson, un-
married; Charles P. Thompson;
Harold Hood and Jane Doe
Hood, his wife; ............ 3.23
122 C. N. Clark and Grace
Bushnell Clark, his wife;
Beulah H. Clark and Herbert B.
Clark, her husband; ........ 2.57
127 G. W. Needham and
GladysG.. Needham, his wife;
Klickitat County, a municipal
corporation; Robert W. Browne
and Dorothy W. Browne, his
wife; ........... , ..........5.78
128 ~Elsie C. McCoy, indi-
vidually and as executrix of
the estate of J. C. McCoy, de-
ceased; Elwood C. M~cCoy; the
unknown heirs of J. C. ~cCoy,
deceased; Victoria E. WaN
dr.n; the unknown heirs of
Charles J. Waldron, deceased;
A. C. Palmer and Jane Doe
Palmer, his wife; Alice J. Rod-
ermell and the unknown heirs
of Alice J. Rodermell, deceas-
ed; The State of Washington; 4.58
129 Gordon C. Baker and
Elizabeth B~Lker, his wife;
George W. Baker; Raymond
Baker; Theodore R. Baker;
Dora M. Perry; Ralph Baker;
Charles Baker; the unknown
heirs of Corn Baker, deceased;
The State of Washington ..... 4.58
133 E. J. Gilliam and Ella
C. Gilliam, his wife; Morgan H.
Lewis and Marian D. Lewis, his
i wife; Klickitat County, a muni-
cipal corporation ........... 18.81
137 Anne M. Negaard; Hor-
ace E. Negeard; Clarence M.
Negaard; the unknown heirs of
O. H. Negaard, deceased; The
State of Washington ......... ~.35
145 Allen T. Dorsey and
Essie Dorsey, his wife; The
Federal Land Bank of ~pokane,
a corporation; Underwood Fruit
and Warehouse Companl, a cor-
poration; Perham Fruit Com-
pany, a corporation; Mabel A.
Dorsey; the Unknown Heirs of
Mabel A. Dorsey, deceased; The
State of Washington ..~ ...... 1.47
146 F.B. Kidder and Jane
Doe Kidder, his wife; the Un
known Heirs of F. B. Kidder,
deceased, and the Unknown
Heirs of Jane Doe Kidder, his
deceased wife; Klickitat Coun-
ty, a municipal corporation.. 2.20
157 Erick Nielsen and El-
len Nielsen, his wife, also
known as Erick Nielsen and
Ellen Nielsen; A. W. Kerridge
and Catherine E. Kerridge, his
wife; Klickitat County, a mun-
icipal corporation ........... 4.68
164 Carrie Bangle, also
known as, Caroline R. Bangle;
Alfred V. Be~ugle and Amy
Bangle, his wife; Olive Stroth-
er, formerly known as Olive
Piercy and Frank Strother, her
husband; Lawrence Bangle and
Etta Bangle,his wife;
the
Un-
known Heirs of
D. V. Bangle,
deceased; The State of Washing-
ton ...................... 11.55
166 J. C. Wade; Jessie E.
We~le Pfening; Grace F. Wade
Kingsbury; the Unknown Heirs
of Elsie B. Phillips Wade, de-
ceased; Thee H. Elarth and
Jane DOe Elarth~ his wife; The
State of Washington 3.88
167 H. H. Elarth and" Jane
DOe Elarth, formerly his wife';
Thee H. Elarth and J~ne Doe
Elarth, his wife" the Unknown
Heirs of Jane Doe Elarth, form-
er wife of H. H. Elarth; The
State of Washington ........9.24
M. MeKinney and Ollie McKin-
nay, his wife; Allen A. Cruder
and Jane Doe Cruder, his wife;
Klickit~t County, a municipal
corporation; The State of Wash-
ington ............ ~ ........ 15.81
218 Allie K. HaYfield, indi-
vidually and as administratrix
of the estate of Frank D. Kin-
nan, deceased; M~y C. Kinnan;
Frona Peters, Floyd Klnnan;
Harry Kinnan; Drama Kinnan;
Northern Pacific Railway Com-
pany, a corpore.tion; The Un-
known Heirs of Frank D. Kin-
nan, deceased; The State of
Washington ................ 5.86
222 P~osa Books; 'Mary ~.
Coley, individually and as ex-
ecutrix of the estate of A. E.
Coley, decee~ed; Caryl E. Col-
ey; The Unknown Heirs of A.
E. Coley, deceased; Z. O.
Brooks ,individually and as ad-
ministratrix of the estate of N.
B. Brooks, deceased; The Un-
known Heirs of N. B. Brooks,
deceased; Milton ~Miller and
Jane DOe Miller, his wife; The
State of Washington ........ 9.84
229 'George V. Hoeflein;
Vernon Hoeflein; Berth~ Thom-
as; O. R. Hoeflein; W. O. Hoe-
flein; The Unknown Heirs ~f
George W. Hoeflein, also known
as George W. Hoefflein, dece~s-
ed; The Unknown Heirs of Vir-
ginia A. Hoeflein, also known
as Virginia A. Hofflein, deceas-
ed; The State of Washington.. .,03
234 ~Fidetity Timber Com-
pany, a dissolved corporation;
G. R. ~Sibley and Maude May-
nard Sibley, as last Trustees
of Fideli~- Timber Company, a
dissolved corporation; The State
of Washington ......... ~ .... 16.93
2004 Alice I_~Lvine and John
Doe Lavine, her husband; Klic-
kitat County, a municipal cor-
poration; ~orthern Pacific Rail-
way Company, a corporation .. .21
236 J.G. Allyn and Rosette
M. Allyn, his wife; The Un-
known lieirs of I). W. Rogers,
deceased; Ella Rogers; The
Unknown ,Heirs of Ella Rogers,
deceased; Laura E. Meagher;
The U~known Heirs of Laura
Meagher, deceased; The State
of ~r~.shlugton; Klickitat Coun-
ty, a municipal corporation... 9.97
245 Z. O. Brooks, as executor
of the estate of Henry C. Rich-
ardson, deceased; Jackson Rich-
ardson; Helen K. Chittenden;
Syrena J. Subberra; Lottie L.
McCollum, George W. Richard-
son; Alton D. Richardson; Del-
le. Richardson; LeVelle Hoag-
land; Mac Black; Mildred Bar-
clay; Elva H. Koyle" Mary D.
Smith; The State of Washing-
ton ...................... .13.97
246 Bertha Haupert, indivi-
dually and ~s administratrix of
the estate of E. N. Haupert, de-
ceased; Nova Van Aelst; The
Unknowu Heirs of E. N. Hau-
pert, deceased; Bertha Trost,
a widow; The State of Wash-
ington .......... ~ .......... 2~9.58
247 Leo~ Sheldon and Har-
old B. Sheldon, her husband;
G. M. Howell and Jane Doe
Howell, his wife ............4.59
251 Claude B. Patrick;
Irma V. Kesselring; The Un-
known Heirs of Ella E. Macken,
deceased; R. E. Garrison and
Lurena Garrison, his wife; M~axy
H. Brown and John Doe Brown,
her husband; Anna L. Jarmin,
also known as Annie L. Jarmin,
and John Doe Jarmin, her hus-
band; Myrtle E. Danner end
John Doe Panner, her husband;
John Macken and Jane Doe
Macken, his wife; D. C. Macken
and J a~e Doe Macken, his wife;
W. N. Macken and Jane Doe
Macken, his wife; A. W. Macken
and Jane Doe Macken, his wife;
The State of Washington ....14.47
253 Margaret Corbett, wid-
ow of Jexaes Corbett, deceased;
Margaret Corbett; Mary Cor-
bett; Thomas Corbett; Theresa
Corbett Eood, also known as
Theresa Corbett Good, also
known as Theresa Corbett Hood,
N., ,I~. 16 E., said point lying S. vey Station E~L 543 plus 62.27 a 171-2 J. Neils Lumber Com-
0°10 40" E. 973.60 feet from a rohk point on the section line common to puny, a corporation ......... 9.54
cairn marking the quarter section Section 12, T. 6 N., R. 17 E., and 173 Grace M. Howland; H.
corner common to Sections 22 and Section 7, T. 6 N., R. 18 E., said M. ~Howland ~nd Mae Howland,
23, T. 5 N., R. 16oE., W, M.; thence~ point lying S. 0 00'10" E. 768.49 his wife, an incompetent; Lester
continuing N. 72 16'00" E. a dis- feet from a rock cairn, witnessed by Jewell cud Jane Doe Jewell, his
tance of 5,6~2.~5 feet to Survey Sta- an original General Land Office bear- wife; J. Neils Lumber Company,
tion I~L 1,2,33 plus 16.72 a point on ing tree marking the section corner a corporation ............. 25.01
the section line common to Sections common to Sections 1 and 12, T. 6 174 Caroline Helen Merwin
2,3 and 24, T. 5 N.,,R. 16 E., said N., R. 17 ,E. and Sections 6 and 7 Hughes; JaneDoe Merwin, wid-
point lying N. 0 ~7 20' E. 7~3.1.~ T. 6 N., R. 18 E., ,W. M.; thence con- ow of Edward G. Merwin, dec-
feet from a rock cairn marking the tinuing N. 67 31 15" E. a distance eased; the Unknown Heirs of
quarter section corner common to of 1968.85 feet to Survey Station E-L Edward G. Merwin, deceased;
Sections 23 and 24, T. 5 ~., tL 16 E., 563 plus 31.12 a point on the section the Unknown Heirs of Nellie
W;M.; thence continuing N. 72"16'- line common to Sections 6 and 7, S. Merwin, deceased; The State
00 E. a distance of ,5'580.90 feet to T. 6 N., R. 18 E. said point lying S. of Washington ............. 2.53
Survey Station 'I~L 1288 plus 97.6z, 89°30'20'' E. 1819.37 feet from the 182 ~smund N. Birkett and
a point on the section line common aforedescribed section corner corn- Edith L. Birkett, his wife; Ed-
to Section 24, T. 5 N., R. 16 E. and men to Sections 1 and 12, T. 6 N., R. win J. Deedon .............. 19.44
Section 19, T. 5 N., R, 17 E., said 17 E. and Sections 6 and 7, T. 6 N., 188 C.E. Murray and Jane
point lying S. 0"1~2'20" W. 15:6.68 R. 18 E., W. M.; thence continuing Doe Murray, his wife; V. H.
feet from a four-w~y fence corner N. 67°31'15"E. a distance of1730.26 LeGall and Shea LeGall, his
marking the section corner common feet to Survey Station E-L 580 plus wife; Stella R. Woodall form-
to Sections 13 and 24, T. 5 N., R. 16 61.38 thence N. 62 31'45" E. a dis- erly Stella Reeves, and Joe
E. and Sections 18 and 19, T. 5 N., tance of 21.0.8.58 feet to Survey Sta- We.dull, her husband; Stella
R. 17 ~., W. ~I.; thence continuing!tion E~L 601 plus 69.96 a point on R. We.dull, as guardian of M~I-
N. 72"16'00" E. a distance of 275.06 i the section line common to Sections ford Reeves, Francis Reeves and
feet to Survey Station D~ 1291 plus 6 and 5, T. 6 N., R. 18 E., saia poin~ Juanita ~eeves; Milford Reev-
72.68 thence N. 51"20'00" E., a dis-!lying N. 1°45'30'' E. 1664.54 feet as; Francis Reeves, Juanit~
tance of 112.01 feet to Survey Sta-from an original post and notched Reeves; Frank. Lyle and Neva
tion D-L 1292 plus 84.69 back equals i stone witnessed by an original Gen- R. Lyle, his wife; Klickitat
Survey Station. E-~ minus 43.80 ~ereA Land Office bearing tree mark-! County, a municipal corpora-
ahead, a point on the section ing the section corner common t~ tion .................. ~ ..... 2.83
linecommon to ~ctions 18 and Sections 6, 5, 7 and 8, T. 6 N., R. 198 Howard Morgan, un-
19, T. 5 N., ,It. 17 ,, E., 18 E., W. M.; thence continuing N. married, also known as W. H.
saidpoint lying S. 89"31'07 E. 62°31'45', E. a distance of 4706.90 Morgan; J. Nails Lumber Corn-
(meridian datum back) equals S. feet to Survey Station E-L 648 plus puny, a corporation ......... 19.57
89*28',00" E. (meridian datum 76.86 thence N. 43o44'30'' E. a dis-i 203 Wesley Clarence and .
ahead) 348.85 feet from the aforede- tance of 1386.79 feet to Survey sta-Ella Clarence, his wife; C. S.
scribed section corner common to tion E-L 662 plus 63.6,5 a point oD rMoDowell; Ma~hde Colvin and
Sections 13 and 24, T. ~5 N., R. 16 E. the section line common to Sections R. G. Colvin, her husband .... 7.92
and Sections 18 and 19, T. 5 N., R 5 and 4, T. 6 N., R. 18 E., W.M., 207 Mark I.~ Kayser and Ins
17 E., W. M.; thence continuing said point lying S. 0°44'30'' E. L. Kayser, his wife; O, tis Smith
along the center line the bearing of 71'5.25 feet from an origined post, and Jane Doe Smith, his wife.. 2.86
which was designated through Sec. notched stone and rock cairn wit- 213 Alice FAng; Mallow L.
also known as Theresa Corbett
Wood; Aileen Corbett Wilson;
James Corbett; Dorothy Cor-
bert; Winnifred Corbett Brady;
The Unknown Heirs of James
Corbett, deceased; The State of
Washington . ~ ............... 10.19
~55 John D. Murray, indiv-
idually and as the administrator
of the estate of Mary Murray,
deceased; Jane Doe Burgh, also
known as Mrs. Slater Baxgh;
W. A. Murray; Jane Doe Day,
also known as Mrs. George Day;
Jane Doe Brown, also known as
Mrs. Jack Brown; the Unknown
Heirs of Mary Murray, deceas-;
ed; The State of Washington .... 16
259 D. E. LaPierre and
Evalyn LaPierre, his wife; A.
E. Bolinger arid Maye t~olinger,
his wife .................... 7.32
265 R.L. Bewley and Jane
Doe Bewley, his wife: W. A.
Doty and Julia Doty, his wife;
Northern P~ciflc Railway C~m-
puny, a corporation ......... 5.46
The petitioner prays herein that
compensation having been awarded
for the taking of the above descih-
ed property, the said property be
decreed to be the property of the
United States of America.
This notice has been given and
proceeding instituted by and with the
the authority of the Attorney Gen-
eral of the United States, and by and
with the authority of the United
*States Attorney for the ~astern Dis-
trict of Washington.
WITN~I~S~, the Honorable I.~A:)YD
L. t~LA~K, Judge of the United
~states District Court in and for the
Eastern District of Washington, and
the seal of said District Court, this
Thursday, June 27,
1st day of June, 1940.
(iSeal) A.A. La~l~
Clerk of said
LYLE KEITH, United States
torney.
HART SNYDER, Special Atto
Department of Justice, 309
pire State Bldg., Spol~.ne,
AUCTION
In the Superior-~-~of the Stats
Washington, for Klickitat con_~
In the matter of the estate of
anna Anderson, deceased.
Notice is hereby given that
compliance with order of Court he~
tofore made in the above entitled!
tate, the administrator will offer l
~l:r a:f p~bli~o~U~tlO~ouatt'y theufer'~
Goldend~le, Klickiat County, Wa
ington, at the hour of 2 o'clock
M. on July 12th, 1940, the folloWt
described real estate:
West half of Sectiou 33, TwP.
N. R. 15, E. W. M. in Klickitat Co~
ty, Washington.
That the property will be sold
the highest bidder for cash, and
Ject to confirmation by the above
titled Court.
Dated June 17, 1940.
J OSEP I~AND2P~SON,
or with will annexed.
~DI'INIRS
No. ~P. 2140
In the Superior Court of the
Washington for Klickitat
In the matter of the estate of
Q. Glover, Deceased.
Notice is hereby given,
undersigned has been appoint~
has qualified as Executor of
tats of George Q. Glover, dec~
and that all persons having
against said deceased are re~
serve the same on the
residence, Goldendale, Wash., or
on Ward & Ward, attorneys of
for said estate, at Goldendale,
and file with the clerk of the a
named Court, together with
such service, within six months
the date of the first publicatio~
this notice, or the same will he
ever barred.
Date of first publication, June
1940.
CHARLES GLO,VER, Executor of t
estate of George Q. Glover,
ed. WARD & WARD, Attorney-'
Estate. Postoffice address
dale, Washington.
Notice of Hearing Final
Report and Petition for
Distribution
No.---~. 2115
In the Superior Court of the State
Washington, for Klickitat CoU
" In Probate
In the matter of the estat~ of Ph~
Houghton, Deceased.
Notice is hereby given that J
R. MeEwen the administrator of
estate of Phoebe Houghton,
ed, has rendered and
settlement to, and filed with the
of the Superior Court of said C
and State his final account and
port and petition for distribution
such administrator; and that
day the 2nd day of July, 1940
1:30 ,clock P. M., at the court
of our said Superior Court at
endale, in said County, has been
appointed by our Superior Court
the Settlement of the Finefl
at which time the Court is
settle such report, distribute
property to the heirs or persons
tiffed to the same and discharge
administrutor.
Witness, The HeN. J. E.
Judge of the said Superior
and the seal of said Court
this 4th day of June, 1940.
R. M. SPOON, County Clerk s#!
Clerk of the Superior Court.
McDWEN & ~ROOKS, Attorneys
Estate, Goldend~le, Washingt
NOTICE OF FIRST bI3EE'I?ING
CREDITORS
No. B-2080
In the District Court of the
States for the Eastern
Washington Southern Divisio~
In the Matter of the Relief of
Edward Reynolds and
Reynolds, husband and wife
Debtors.
To the Creditors of John
Reynolds and Daisy ,Ella Re
.of Trout Lake in the Ooun,tY
Klickitat and District
~ankrupts:
NOTI,OE IS HEREiBY GIV,2~
the said John Edward Reynolds
Daisy Ella Reynolds, husband
wife, have been duly adjudged b~
rupts on an amended petition
by them on or about the
day of April, 1940, and the.t the
meeting of their creditors wil
~held at County Oourt ,House in
endale, Washington, on the 9th
of July, 1940, at eleven
the forenoon, at which time the
creditors may attend, prove
claims, appoint a trustee, app
committee of creditors, examim
bankrupts, and at which time
shall be heard and determine(
pet'Aion of the bankrupts to set
exemptions, the appraisement
property of the debtors shall be
sidered, the entry of an order
possession under the supervision
control of the court of all of th,
mainder of the property of the
ors, the amount of rental to be
and the time of payment thereof
entry of an order staying all jud
or official proceedings in any ,{
or under the direction of any o
,against the debtors or any of '
property, and the entry of such
and further orders as to the {
may seem proper, and the transa~
.of such other business as may pr~
ly come before said meeting. - --to~,
IDeted at C~oldendale, Washin~
this 27th day of April, 1940.
A. T. BY,~RS, Referee in
NOTICE OF HEARING
eAStpr°vided'un by--l~w the KliC}
C y Board of Equalization
meet July 1, 1940, to equalize v
ations. The meeting will be h el~
the county assessor's office in
Klickttat county courthouse a~ •
a. m. This equalization meeting
be held in accordance with the
visions of Chapter 2~6 section
laws of 1939. ' r.~
CHAS. F.
Clerk of the Bo~Lrd of Equaliza!
Truck d~lv~ ge J13 27
La¢l~ bla~k~ at t your ~ill
_ g The Sentinel
nee. AII read~ made up i~to
orfb'4aal, duplicate, and !
eats. t
I rt~! It in The 8enUneL
i