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HomeMy WebLinkAbout3115317US PUBLIC LAND SURVEY MONUMENT RECORD- ADDENDUM- St. Croix County Index # 3115317 SET 1" DIAMETER STEEL "SURVEY MARK" NAIL FOUND 1-5/16" DIAMETER IRON PIPE WITH CAP (R.A.) RECORDED AS I Corey M. Hughes, Professional Land Surveyor, St. Croix County Surveyor, Hereby certify that the corner location shown antis record was determined by me or under my direction and control and that this U.S. Public Land Survey Monument Record is correct and complete to the standards of AE-7 of Wisconsin Administrative Code to the best of my knowledge and belief. U., S. -PUBLIC LAND SURVEY MONUMENT RECORD I N S T R U C T 1 0 N S This record sha I I show the location of the corner and sha I l (a) Identify the corner by reference to the U.S. public land survey system. 0 = Corner monument restored. T 31 N, R I5 W (b) Describe any record evidence, monument evidence, occupational evidence, testimonial evidence or any other material evidence you considered, and whether the monument was found or placed. At the time of the field work there were no records that I could find of this corner having been restored or used in any surveying. No local residents knew of any monu- ments in the vicinity, but Mr. Simonson was aware that the corner should be in the roadway at his fence. The only occupation other than 1/4 lines and section lines was the E1/16 line of Section 1, T30N, R16W. That fell about 6' east of a split of the NE1/4 of Section 1. The Government distance for the SW1/4 of Section 31 was about 3' longer than measured. The monument was placed on the line between the N1/4 Corner monument and the NW Corner monument found for Section 1, T30N, R16W, on the theory that they should have been set only after the south line of Section 31, T31N, R15W. was first reproduced as the senior line. (c) In the plan view drawing below, provide reference ties to at least 4 witness monuments, or, if the location Is within a municipality, to at least 2 witness monuments. (Witness monuments sha 1 I be made of concrete, natural stone, iron or other equally durable material.} Describe witness monuments. (d) Show a plan view drawing depicting the relevant monuments and reference ties which is sufficient in detail to enable accurate relocation of the corner monument if the corner monument is disturbed. Indicate north. Aluminum cap cemented on a 2" X 30" iron pipe weighing 3.65 #/ft. , set. 0 Plug in a 1" X 30" iron pipe weighing 1.68 #/ft. set. 2,5 O V r VLt iIGN (e) . Describe any material discrepancy between the location of the corner as restored or reestablished and the location of that corner as previously restored or reestablished by distance and direction. Show the discrepancy on the plan view drawing under (d), above. Show the distances between the corner as previously restored or reestablished and (1) the corner as restored or reestablished, and (2) to at least 2 of the witness monuments shown on the drawing in (d ), above. It appears to me that this monument was not previously restored. Government notes indicate that the falling at the NE corner of Sec ion►lwas 630 lks. We measure in excess of 30' longer than that. The notes also indicate that the south line of the SE 1/4 was 40 chains. We measure about 251' longer than that. However, the Government distance to the west was returned at 43 chains, and we measure to the found monument within 3' of that. With the exception of the E1/16 line in Section 1, T30N, R16W, no 1/16 or 1/64 lines have been lines of title for more than 60 years. (f) Was the corner restored through acceptance of (1) an obliterated evidence location, or, (2) a found perpetuated location? An obliterated evidence location pursuant to Sections 5-1 thru 5-19 of The Manual. (g&h) Was the' corner reestablished through lost corner p ropo rt i o,na to methods? I f so, show the method, including the directions and distances to other public land survey corners used as ev i'bence or used for. proportioning in determining the corner location? NA f Af f ix Land Surveyor Seal; I �Jf .,..>� I 4�� r rBar 49P. r James E. RSuryeyo r � - ( type or print name) ee rt.i fy that the corner Iodation shown r� ��';.� I on this record was determined by me or under my direction and I ��� � e R "L: control and .that this U.S. Public Land Survey Monument Record i s I $�w,.`' ..-;N.�`, correct and complete to the best of my knowledge and bei ief. I �...vo — -' Jan. 18, 1994 S;I gna to re Date f;.