Weekly journal-miner., 1921-10-05

Hillside, quartz mines, Section 2l
 Township Is N., Range w., Un
 app'd of the Gila and Salt River Bas,
 and Meridian, Eureka Mining Dis.
 trict, Yayapai County, State of Ari
 zona. Variation at all corners 1:
 deg. co min. E.:
 ] Mineral Survey No. i374l, Beginning
 at point for Cor No; I, where it was IimpFacticable to set stone for cor
 ner due to bed rock, so l established la witness corner N. 76 deg. g min. l w.. 5.6. feet, granite reef four feet lhigh with substantial mound of istone 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. 31 min. E. 40662 feet A granite reef IS feet exposed and chiseled BXR NJ l 374l brs. N. 13
 deg. g min E. 2o.7 1t.
 Thence s. ? deg. 38 min. w.
 95l.9O 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 236I with cross on
 top for exact corner point, whence a
 granite boulder 2x3x2 feet exposed
 and chiseled BXR M 2 374l, 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. 23.4 feet
 Thence N. 76 deg. B min. w. 294.0O North Center End Prince of Wales lode, unsurveyed. 29320 South Center End, mound of stone. 514.6I lntersect line l-2 Comstock lode, Sur No. 2293, s. 1 deg. % min. w. l2.87 feet from Cor. No. l. 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. 89 deg. 12 min. w. 56.62 feet from Cors. No. l and 2 respectively. 6OO80 to Cor No. 3, identical with NV. Cor. Prince of Wales lode; un- surveyed, a malpaias rock in place oxl2x6 inches exposed, with sub stantial mound of stone alongside, Ichiseled M. 3-3741, PW 4 236l, with cross on top for exact corner point, whence malpais reef five feet ex- posed, and chiseled BXR NJ 3 3741, brs. s. 73 deg. 25 min. E. 19.l feet.
 Thence N. 10 deg. % min. E. 93o.4O to Cor. No. 4, identical with Cor. No. l End s. Ext. Hillside lode, and Cor. No. 2 lst So. Ext. Hillside 1 lode, both of this survey, a malpais 1 stone 10xl2x20 inches set twelve inches in the ground with a 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 malpais boulder 2x2x.5 feet exposed, and chiseled BXR NJ 4 3741 brs. s. 59 deg. Is min E. 2415 feet A malpais boulder 3x4x2 feet ex- posed, and chiseled BXR M 4 3741 brs. N. 40 deg. 03 min. E. l3.9 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. % min. E.
 ''1st So. Ext. Hillside Lode"
 Beginning at Cor. No. l, identical with Cor. No. 3 Hillside lode, Sur. No. BIS, a granite stone 8xl0xl6 inches exposed with a substantial mound of stone alongside, chiseled l l SEH 374l H No. 5, with a cross on top for exact corner point, whence U. S. NJ. M. No. Eureka District Drs. N. g deg: 05 min. 30 sec. E. 27136 feet.
 A Cedar tree 12 inches in diameter and scribed EXT H. No. } brs. N. g deg. 27 min E. 469 feet.
 A granite rock in place 4x6x2 feet and chiseled BXR II SEH ,74l brs. s. 24 deg. 13 min. w. l2.8 eet.
 Thence S. 5 deg. 30, min. E. '0.O0 Cross gulch, flows westerly. 56.S2 Intersect line AS Contact No.
 lode, Sur. No. 9l7, s. 8s deg. % min. E. 27l7 feet from Cor. No. 5. 1 4.35.30 to Cor. No. 2, identical with { Cor. No. 1 End So. Ext. Hillside. and [ Cor. No. Muscal lodes, both of this a urvey, previously described. t
 Thence N. 89 deg. l2 min. w. c 9620 South Center End, mound of | tone. 297.70 North Center End 2nd a 10. Ext. Hillside lode, a mound of t tone. 5o8.00 to Cor. No. }, identical T with Cor. No. 2nd So. Ext. Hillside F ode of this survey, a malpais stone a xlOx24 inches long, set twelve inches s I the ground with substantial { hound of stone alongside, chiseled ! I SEH 374l, AZ SEH with cross s II top fot exact corner point, whence t malpais boulder 3x2x1 feet exposed O nd chiseled BXR 3-l SEH 374l brs. [. 5l deg co min. E. 7.S feet. A V lalpais boulder two feet exposed and p hiseled BXR AZ SEH 3741 brs. s. d 6 deg. 12 min. E. 7.7 feet. D Thence N. deg. 30 min. w. lt D9o.00 Cor. No Resurgam lode, fl UT. No. 3742 144400 to Cor. No. 4. Ia lentical with Cor. No. 5 Hillside p de, Sur. No. 915, and Cor. No. 2 O esurgam lode, Sur No. 3742, a shist P one 6x2Ox12 inches exposed, with a u ibstantial mound of stone alongside, O. liseled Al SEH 374l, H No. 5 R2 pl '42, with cross on top for exact 'rner point, whence.
 The fl Cor. between Secs 20 and l, T. IS N, R. 9 w., unapproved. IS. s. 54 deg. 40 min. w. 1898 feet.