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(E) DESCRIBE ANY MATERIAL DISCREPANCY BETWEEN THE LOCATION OF THE CORNER AS RESTORED OR <br /> REESTABLISHED AND THE LOCATION OF THAT CORNER AS PREVIOUSLY RESTORED OR REESTABLISHED BY <br /> DISTANCE AND DIRECTION. SHOW THE DISCREPANCY ON THE PLAN VIEW DRAWING UNDER (D), ABOVE. SHOW <br /> THE DISTANCES BETWEEN THE CORNER AS PREVIOUSLY RESTORED OR REESTABLISHED AND (1) THE CORNER AS <br /> RESTORED OR REESTABLISHED, AND (2) TO AT LEAST 2 OF THE WITNESS MONUMENTS SHOWN ON THE DRAWING <br /> IN (D) ABOVE. <br /> N/A <br /> (F) WAS THE CORNER RESTORED THROUGH ACCEPTANCE OF (1) AN OBLITERATED EVIDENCE LOCATION, OR, (2) A <br /> FOUND PERPETUATED LOCATION? <br /> (2) A FOUND PERPETUATED LOCATION <br /> (G&H) WAS THE CORNER REESTABLISHED THROUGH LOST CORNER PROPORTIONATE METHODS? IF SO, SHOW THE <br /> METHOD, INCLUDING THE DIRECTIONS AND DISTANCES TO OTHER PUBLIC LAND SURVEY CORNERS USED AS <br /> EVIDENCE OR USED FOR PROPORTIONING IN DETERMINING THE CORNER LOCATION. <br /> N/A <br /> CORNER HISTORY <br /> ALSTER&ASSOCIATES SET A 3 1/4" BRASS CAP AT THIS LOCATION IN 1964. <br /> NUMEROUS RECORDS OF SURVEYS HAVE UTLIZED THIS CORNER. <br /> CARL M.SANDSNES FILED A TIE SHEET IN FEBRUARY OF 2004 THAT INDICATED A 3 1/4" BRASS CAP WAS RECOVERED <br /> AT THIS LOCATION. <br /> AFFIX LAND SURVEYOR SEAL <br /> `����\104t3tt11 utINf//////// <br /> (I) I, TRAVIS J. KRAMER. R.L.S. 2664 CERTIFY THAT THE �O��SC0NS <br /> CORNER LOCATION SHOWN ON THIS RECORD WAS DETERMINED BY ME OR UNDER MY DIRECTION AND CONTROL AND THAT THIS <br /> U.S. PUBLIC LAND SURVEY MONUMENT RECORD IS CORRECT TRAVIS://le <br /> AND COMPLETE TO THE BEST OF MY KNOWLEDGE AND BELIEF. $ <br /> KRAMER <br /> S-2664 <br /> EASTMAN, <br /> Q , <br /> %( WI <br /> AI <br /> �//N`//+lllililfihi111\\'1\0 <br /> SIGNATURE DATE <br />