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(E) DESCRIBE ANY 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. CENTER OF BROKEN PVC MONUMENT IN MONUMENT BOX (PRESUMABLY SET BY SANDNES IN 2007) IS LOCATED S47°17'16"W, 0.52' FROM THE 5" SPIKE/WASHER THAT I SET AT RIESOP'S 2004 LOCATION. DISTANCES FROM BROKEN PVC MONUMENT TO PREVIOUS TIES NOTED BY SANDSNES: N20°35'11"W, 92.47' (REC. AS 92.38') TO CITY OF MADISON WITNESS MONUMENT N26°32'57"E, 89.47' (REC. AS 84.50') TO NORTHWEST CORNER OF GRANITE BASE - "HORSTMEIER" MONUMENT S74°46'32"E, 36.96' (REC. AS 36.51') TO SOUTHWEST CORNER OF GRANITE BASE - "SCHEDEL" MONUMENT ***N65°23'50"E, 51.53' (REC. AS 49.75') TO SOUTHEAST CORNER OF GRANITE BASE - "HOPPMAN" MONUMENT (NOT USED FOR THIS TIE SHEET.*** (F) WAS THE CORNER REESTABLISHED THROUGH ACCEPTANCE OF (1) AN OBLITERATED EVIDENCE LOCATION, OR, (2) A FOUND PERPETUATED LOCATION? ❑ AN OBLITERATED EVIDENCE LOCATION. © A FOUND PERPETUATED LOCATION. (G&H) WAS THE CORNER REESTABLISHED THROUGH LOST CORNER PROPORTIONATE METHODS? IF SO, SHOW THE METHOD, INCLUDING THE DIRECTIONS AND DISTANCES TO OTHER PUBLIC LAND SURVEY CORNERS USED AS EVIDENCE OR USED FOR PROPORTIONING IN DETERMINING THE CORNER LOCATION? NO. LAND SURVEYOR SEAL lllllllllllllll \SC.0NS '''% Zir JAMES M. BAKER (I) I CERTIFY THAT THE CORNER LOCATION SHOWN ON THIS RECORD •' S-2530 WAS DETERMINED BY ME OR UNDER MY DIRECTION AND CONTROL AND THAT THIS U.S. PUBLIC LAND SURVEY MONUMENT RECORD IS ' NEW GLARUS r BELIEF. AND COMPLETE TO THE BEST OF MY KNOWLEDGE AND �i� ' WI Q` •1;,**.7 Sri! U R\l , ti 'ft• 64?6,-.0/ JAM S M. BAKER, P.L.S.-2530 DATE