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U.S. PUBLIC LAND SURVEY MONUMENT RECORD <br /> (a) Identify the corner by reference to the 8 9 T7 N <br /> U.S. Public Land Survey System <br /> Northwest Corner, Section 16, T7N, R6E <br /> R6E <br /> Found 1-1/4" rebar 17 16 VERMONT <br /> Date of Survey, June 10, 2015 <br /> (b) Describe any record evidence, monument evidence, occupational evidence, testimonial evidence or any other material evidence <br /> you considered, and weather the monument was found or placed. <br /> I found a 1 -1/4" diameter rebar at this corner. A previous monument record for <br /> this survey by Terry Ramaker dated March 30, 1978 indicates that he found this same <br /> monument and used it. I was unable to find any of the three witness monument <br /> established by Ramaker. I accepted the location of the rebar as the corner and set <br /> witness monuments as shown below. <br /> (c) In the plan view below, provide reference ties to at least 4 witness monuments. (Witness monuments shall be made of <br /> concrete, material stone, iron or other equally durable material.) Describe witness monuments. <br /> (d) Show a plan view drawing <br /> depicting the relevant WOODS & <br /> monuments and reference ties BRUSH <br /> which is sufficient in detail to '_ J <br /> enable accurate relocation of <br /> the corner monument if the Guess �Ne W _ <br /> corner monument is disturbed. ti� <br /> Indicate north. <r _ WOODS & <br /> � <br /> r r THIN WOODS BRUSH <br /> THIN WOODS b Sc BRUSH <br /> & BRUSH p 06 <br /> S 8017.��Z �_-+ MET"E a hex FED <br /> 12.49'�S 6 <br /> ^��,� � \�53.. <br /> BRACE _�_..'- F (�� ' -. �--_'-' <br /> GRASS LANE POSTS `34 6 �5" WALNUT <br /> FOUND 1-1/4" REBAR AT tP St <br /> NW CORNER SECTION 16 V� <br /> so\0o SET 3/4" X 18" REBAR •� y, <br /> WITNES MONUMENT �- \ OPEN FIELD <br /> a <br /> WOODS & <br /> BRUSH �x WOODS & <br /> w <br /> ce <br /> BRUSH \ <br /> w <br /> U <br /> Zx <br /> U� _ <br /> 2't <br /> \ ( 9" RED CEDAR <br /> -ter <br /> (e) Describe any material discrepancy between the location of the corner as restored and the location of that corner previously <br /> restored or reestablished by 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 restored or reestablished, <br /> and (2) to at least 2 of the witness monuments shown on the drawing above. <br /> No known discrepancies. <br /> (f,g&h) Was the corner restored through: �� w t L o i i i r i/i� <br /> (1 Acce tance of an obliterated evidence location, or `0 S C O�J�. ��'i <br /> (2 Acceptance of a found perpetuated location,)or `� '•• +���.�;„ <br /> (3) Lost corner proportionate methods? If lost corner methods were used, show the �. ', ROSS A. <br /> method, including the direction and distances to other Public Land Survey corners used 2}} • , <br /> as evidence or uses for proportioning in determining the corner location. MICHAELS <br /> '• S-1696 <br /> MIDDi.ETGr <br /> (i) I, Ross A. Michaels , certify that the corner location shown on this record se -... <br /> S. <br /> was determined by me or under my direction and control and that this U.S. Public ,�N R ' .`.;tip <br /> Land Survey Monument Record is correct and complete to the best of my ,��1///11111111‘���\ <br /> knowledge and belief. <br /> 4,01,%.„ z2, -2,4 v/ �D701v0'OD 00 <br /> Signature Date Affix Land Surveyor Seal <br />