Weekly journal-miner., 1921-10-12

Hillside" quartz mines, Section 21, Township Is N, Range 9 W., Un-
 app'd of the Gila and Salt River Base
 and Meridian, Eureka Mining Dis
 trict, Yavapai County, State of Ari-
 zona. Variation at all corners Is
 deg. co min E.:
 Mineral Survey No. 3741, Beginning
 at point for Cor. No. 1, where it was Iimpracticable to set stone for cor
 ner due to bed rock, so I established
 a witness corner N. 76 deg. B min. w. 5.6. feet, a granite reef four feet
 high with a substantial mound of
 stone alongside; chiseled WCM l
 374l with cross on top for exact wit
 ness point.
 From the true point for corner, U.
 s. M. M. No. Eureka District brs.
 NO deg. 3l min E. 4066.2 feet.
 A granite reef Is feet exposed and
 chiseled BXR M 3741 brs. N. l3
 deg. 37 min E. 297 1t.
 Thence s. 2 deg. 38 min. w.
 95l.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 l 236l with cross on | top for exact corner point, whence a granite boulder 2x3x2 feet exposed and chiseled BXR M 3741, PW 2361, brs. s. IA deg. 19 min. w. PA feet. A granite boulder 3x2x1 feet exposed and chiseled B X R M 2 3741 brs. N. 76 deg. 21 min. w. 234 feet
 Thence N. 76 deg. g min. w. 294.00 North Center End Prince of Wales lode, unsurveyed. 29320 South Center End, mound of stone 514.61 Intersect line 12 Comstock lode, Sur No. 2293, s. deg. % min!s w. 12.87 feet from Cor. No. l. 57263 Inter sect line Al Comstock lode, Sur. No. 2293, identical with line 2-3 End. So. Ext. Hillside lode of this survey, N. |89 deg. 12 min. w. 56.62 feet from Cors. No. 1 and respectively. 600S0 to Cor. No. }, identical with NV. Cor Prince of Wales lode, un- surveyed, malpaias rock in place 6x12x6 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 a malpais reef five feet ex- posed, and chiseled BXR M 5 3741, brs. s. g deg. 25 min. E. 19.1 feet.
 Thence N. 10 deg. co min. E. 936.40 to Cor. No. 4, identical with Cor. No. 1 End s. Ext. Hillside lode, and Cor. No. 2 1st So Ext. Hillside lode, both of this survey, malpais stone 10x12x20 inches set twelve inches in the ground with substan- tial mound of stone alongside, chisel- ed M 4, 1-2 SEH 3741, 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 | brs. s. 59 deg. Is min. E. 24.15 feet. A malpais boulder 3x4x2 feet ex- posed, and chiseled BXR NJ. 4 3741 brs. N 46 deg. 03 min. E. 13.9 feet
 Thence s. 76 deg. g min. E. 1850 North Corner End, a mound of stone. 47290 Witness Corner to Cor. No. l, previously described | 478.50 to the place of beginning.
 All corners are identical with their respective locations.
 Variation at all corners IS deg. l % min. E.
 "1st So. Ext. Hillside Lode."
 Beginning at Cor. No. l, identical with Cor. No. } Hillside lode, Sur No. 9l5, a granite stone 8xl0x16 | inches exposed with a substantial mound of stone alongside, chiseled 1 l SEH 3741 H No 3, with a cross on top for exact corner point, whence U. s. NJ. M. No. Eureka District brs. N. B deg. 05 min. 30 sec E. 2713.6 feet.
 A Cedar tree F inches in diameter and scribed EXT H. No. 5 brs. N. 79 deg. 2 min. E. 46.9 feet.
 A granite rock in place 4x6x2 feet exposed and chiseled BXR 1-1 SEH 3741 brs. s. "A deg. 13 min. w. 12.8 feet.
 Thence S. 5 deg. 30 min. E. 5000 Cross gulch, flows westerly. l5682 Intersect line AS Contact No. 1 lode, Sur. No. 917, s. S5 deg. % min. E. 27117 feet from Cor. No. 5. l4.35.30 to Cor. No. 2, identical with Cor No. End So. Ext. Hillside, and Cor. No. 4 Muscal lodes, both of this survey, previously described.
 Thence N 89 deg. 12 min w. 296.20 South Center End, a mound of stone. 297.70 North Center End End 50. Ext Hillside lode, a mound of stone. 598.00 to Cor No. 5, identical I with Cor. No. 4 2nd So. Ext Hillside I ode of this survey, a malpais stone 'x10x24 inches long, set twelve inches Il the ground with a substantial mound of stone alongside, chiseled II SEH 3741, AZ SEH with cross S ,n top for exact corner point, whence t .malpais boulder 3x2x1 feet exposed ( md chiseled BXR 3-1 SEH 3741 brs Y. 51 deg. co min. E. 78 feet. A " nalpais boulder two feet exposed and r hiseled BXR AZ SEH 3741 brs. s. q 6 deg. 12 min. E. " feet r
 Thence N. deg. 30 min. w. | 0990O Cor No. Resurgam lode, f Sur. No. 3742. 144400 to Cor. No. 4. | dentical with Cor. No. Hillside p ode, Sur. No. 915, and Cor. No. 2 Q 2esurgam lode, Sur. No 3742, a shist | tone 6x20x12 inches exposed, with t ubstantial mound of stone alongside, O hiseled Al SEH 3741, H No 5 R2 p 742, with cross on top for exact orner point, whence.
 The H Cor. between Secs. 20 and