Weekly journal-miner., 1921-09-21

Hillside" quartz mines, Section 21 Township IS N, Range w., Un- Iapp'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 lat point for Cor. No l, where it was Iimpracticable to set a stone for cor
 ner due to bed rock, so l established
 a witness corner N. 76 deg. B min. w. 5.6 feet, a granite reef four feet Ihigh 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.
 N. 6 deg. 3l min. E. 4066.2 feet
 A granite reef IS feet exposed and chiseled BXR NJ 1 3741 brs. N. 13 deg. 37 min. E. 29.7 1t.
 Thence s. 2 deg. 38 min. w. I95l.90 10 Cor. No. 2, identical with the N. E. Cor. Prince of Wales lode, unsurveyed, granite stone 6x8x12 inches exposed with a substantial mound of stone alongside, chiseled NJ 2 374l, PW 2361 with cross on top for exact corner point, whence a granite boulder 2x3x2 feet exposed and chiseled BXR NJ ? 3741, PW l 236l, brs. s. IA deg. l9 min. w. PA feet. A granite boulder 3x2x1 feet exposed and chiseled B X R M 2 374l brs. N. 76 deg. 21 min. w. 234 feet
 Thence N. 76 deg. g min. w. I294.0O North Center End Prince of Wales lode, unsurveyed '293.2O South Center End, a mound of stone. 514.6l lntersect line l-2 Comstock lode, Sur No. 2293, s. deg. % min. w. 12.87 feet from Cor. No l. 572.63 Inter sect line Al Comstock lode, Sur. No. l2293, identical with line 2-3 End. So. Ext. Hillside lode of this survey, N. S9 deg. F min. w. 5662 feet from Cors. No. and 2 respectively. 6OO.80 to Cor. No. }, identical with NV. Cor. Prince of Wales lode, un- surveyed, a malpaias rock in place oxl2x6 inches exposed, with a sub stantial mound of stone alongside, chiseled NJ. 3-374l, PW 4 236l, 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. l End s. Ext Hillside lode, and Cor. No. 1st So. Ext. Hillside lode, both of this survey, malpais stone 10x12x20 inches set twelve inches in the ground with a substan- tial mound of stone alongside, chisel- ed NJ 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. B 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. % min. E.
 "1st So. Ext. Hillside Lode"
 Beginning at Cor. No. l, identical with Cor. No. Hillside lode, Sur. No. 915, a granite stone 8x10x16 inches exposed with a substantial mound of stone alongside, chiseled 1 1 SEH 3741 H No. 3, with a cross on top for exact corner point, whence U. s. M. M. No. 2 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. brs. N. 79 deg. P min. E. 46.9 feet.
 A granite rock in place 4x6x2 feet exposed and chiseled BXR II SEH 3741 brs. s. "A deg. 13 min. w. 12.8 feet.
 Thence s. 5 deg. 30 min. E: 5000 Cross gulch, flows westerly. 156.82 Intersect line 4-5 Contact No. lode, Sur. No. 917, S. 85 deg. co min. E. 27117 feet from Cor. No. 5. 1435.30 to Cor. No 2, identical with Cor. No. End So. Ext Hillside, and Cor. No. Muscal lodes, both of this previously described.
 Thence N. 89 deg. 12 min. w. 296.20 South Center End, a mound of stone. 297.70 North Center End End So. Ext. Hillside lode, a mound of stone. 598.00 to Cor. No. }, identical with Cor. No. 4 End So Ext Hillside ode of this survey, a malpais stone Sx10x24 inches long, set twelve inches n the ground with substantial mound of stone alongside, chiseled '-1 SEH 3741, AZ SEH with cross : ,n top for exact corner point, whence l malpais boulder 3x2x1 feet exposed [ md chiseled BXR 3-1 SEH 3741 brs. Y. 51 deg. co min. E. 7.8 feet A , nalpais boulder two feet exposed and [ ,hiseled BXR AZ SEH 374l brs. s. [ '6 deg. 12 min. E. " feet. T
 Thence N. 5 deg. 30 min. w. 09900 Cor No. Resurgam lode, f Sur. No. 3742. 1444O0 to Cor No 4. | dentical with Cor No. Hillside T ode, Sur. No. 915, and Cor. No 2 2 2esurgam lode, Sur No. 3742, shist I tone 6x20xl2 inches exposed, with a f ubstantial mound of stone alongside, q hiseled Al SEH 374l. H No. 5 R2 n 742, with cross on top for exact orner point, whence.
 The X Cor between Secs. 20 and 1; T. Is N, R. w., unapproved ITS. s. 54 deg. 40 min. w. 1898 feet = A granite boulder 2xlx.5 feet ex-