Weekly journal-miner., 1921-10-19

Hillside, quartz mines, Section 21
 Township Is N., Range 9 w., Un
 app'd of the Gila and Salt River Bas,
 and Meridian, Eureka Mining Dis
 trict, Yavapai County, State of Ari
 zona. Variation at all corners 1:
 deg. co min. E.
 l Mineral Survey No. 3741, Beginning lat point for Cor. No. l, where it was Iimpracticable to set a stone for cor
 ner due to bed rock, so I established
 a witness corner N. 76 deg. g min w. 5.6. feet, a granite reef four feet lhigh with a substantial mound of
 stone alongside; chiseled WCM 1
 3741 with cross on top for exact wit
 ness point.
 From the true point for corner, U.
 s. M. M. No. 2 Eureka District brs. l. N. deg. 3l min. E. 4066.2 feet
 A granite reef IS feet exposed and chiseled BXR M 1 3741 brs. N. 13
 deg. g min. E. 297 1t.
 Thence S 2 deg. 38 min. w. l95l.90 to Cor. No. 2, identical with
 the N. E. Cor Prince of Wales lode, unsurveyed, a granite stone 6x8x12 inches exposed with a substantial
 mound of stone alongside, chiseled
 M 2 3741, PW 236l with cross on top for exact corner point, whence a granite boulder 2x3x2 feet exposed and chiseled BXR M ? 3741, PW 1 236l, brs. s. IA deg. l9 min. w. PA feet. A granite boulder 3x2xl feet exposed and chiseled B X R M 2
 3741 brs. N. 76 deg. 21 min. w. 23.4 feet.
 Thence N. 76 deg. g min. w. +29400 North Center End Prince of Wales lode, unsurveyed. 293.20 South Center End, mound of stone. 5l4.6l lntersect line 1-2 Comstock lode, Sur No. 2293, s. deg. co min. w. 12.87 feet from Cor. No. 1. 572.63 Inter sect line Al Comstock lode, Sur. No. 2293,. identical with line ,2-3 End. So. Ext. Hillside lode of this survey, N. 8o deg. l2 min w. 5662 feet from 'Cers. No. and respectively. 6O0.80 to Cor. No. 3, identical with NV. Cor. Prince of Wales lode, un- surveyed, a malpaias rock in place 6xl2x6 inches exposed, with a sub stantial mound of stone alongside, chiseled M. 3-3741, PW 4 2361, with cross on top for exact corner point, whence malpais reef five feet ex- posed, and chiseled BXR M 3 3741, brs. s. 73 deg. 25 min. E. 191 feet.
 Thence N. 10 deg. co min. E. 936.4O to Cor. No. 4, identical with | Cor. No. End s. Ext. Hillside lode, | and Cor. No. 1st So. Ext. Hillside i lode, both of this survey, a malpais stone 10x12x20 inches set twelve inches in the ground with a substan- tial mound of stone alongside, chisel- ed M 4, 1-2 SEH 374l, 2-1 SEH with cross on top for exact corner point, whence a malpais boulder 2x2x.5 feet exposed, and chiseled BXR M 4 3741 Drs. s. 59 deg. IS min. E. 24.15 feet. A malpais boulder 3x4x2 feet ex- posed, and .chiseled BXR NJ. 4 3741 DTS. N. 46 deg. 03 min. E. 13.9 feet.
 Thence s. 76 deg. B min E. I83.30 North Corner End, a mound of stone. 472.90 Witness Corner to Cor. No. l, previously described. lz8.50 to the place of beginning.
 All corners are identical with their locations. .f.
 Variation at all corners Is deg. 70 min. E. ., ,..,..
 list So. Ext. Hillside Lode"
 Beginning at Cor. No. l, identical I with Cor. No. Hillside lode, Sur. No. 915, a granite stone Sx10x16 ( nches exposed with a substantial mound of stone alongside, chiseled
 l SEH 3741 H No. }, with cross n top for exact corner point, whence / J. s. M. Nj. No. ? Eureka District ITS. N. g deg. O5 min. 30 sec. E. Y 713.6 feet.
 A Cedar tree F inches in diameter nd scribed EXT H. No. 5 brs. N. I 9 deg. 2 min. E. 469 feet. I
 A granite rock in place 4x6x2 feet \ xposed and chiseled BXR II SEH b 741 brs. s. 24 deg. 13 min. W. 12.8 Il eet. b
 Thence S. deg. 30 min. E. t 900 Cross gulch, flows westerly. ( 5682 Intersect line AS Contact No. E
 lode, Sur No. 917, s. 85 deg. co I lin. E. 27117 feet from Cor. No. 5. | 4.35.30 to Cor. No. ?, identical with ( or No. 2nd So. Ext Hillside, and Il or. No. 4 Musca1 lodes, both of this a irvey, previously described. Il Thence N. 89 deg. l2 min. w. e '6.20 South Center End, a mound of Ia one. 297.70 North Center End End a 0. Ext Hillside lode, a mound of Il one. 598.00 to Cor. No. 5, identical n ith Cor. No. 4 End So. Ext. Hillside p de of this survey, a malpais stone al llOx24 inches long, set twelve inches st
 the ground with a substantial C ound of stone alongside, chiseled N 1 SEH 3741, AZ SEH with cross sl l top for exact corner point, whence u malpais boulder 3x2xl feet exposed Io Id chiseled BXR 3-1 SEH 374l brs. . 5l deg. co min. E. 7.8 feet A VI alpais boulder two feet exposed and pl liseled BXR AZ SEH 3741 brs. s. d'
 deg. 12 min. E. v feet. pl Thence N. deg. 30 min. w. le 9o00 Cor. No. Resurgam lode, fiji IT. No. 3742. 14440O to Cor. No. 4, la critical with Cor. No. Hillside pr de, Sur. No 9l5, and Cor. No ? of lode, Sur. No 3742, shist P one 6x20x12 inches exposed, with a tn bstantial mound of stone alongside, of iseled Al SEH 3741, H No. 5 R2 pr 42, with cross on top for exact rner point, whence.
 The A Cor. between Secs. 20 and T. IS N, R. w.. unapproved. S. s. 54 deg 40 min. w. 1898 feet.