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U.S. PUBLIC LAND SURVEY MONUMENT RECORD <br /> I N S T R U C T I 0 N S : This record shall show the location of the corner and shall <br /> include all of the following nine elements (a through i). <br /> (a) Identify the corner by <br /> reference to the U.S. * I <br /> public land survey system. I I <br /> • = Corner monument restored. <br /> I I <br /> 3 3 0 — <br /> /0 1 0 <br /> — <br /> NORTH QUARTER CORNER OF SECTION 10, <br /> TOWNSHIP 6 NORTH, RANGE 7 EAST, TOWN <br /> OF SPRINGDALE, DANE COUNTY, WISCONSIN. <br /> (b) Describe any record evidence, monument evidence, occupational evidence, testimonial evidence or <br /> any other material evidence you considered, and whether the monument was found or placed. <br /> I found a 1-1/4" iron rebar at this corner and set four (4) new ties as <br /> shown below. <br /> (c) In the plan view drawing below, provide reference ties to at least 4 witness monuments. <br /> (Witness monuments shall be made of concrete, natural stone, iron or other equally durable <br /> material). Describe witness monuments. <br /> (d) Show a plan view drawing FOUND 1-1/4" IRON <br /> depicting the relevant REBAR AT THE NORTH <br /> monuments and reference ties QUARTER CORNER OF <br /> which is sufficient in detail SECTION 10, T6N, R7E <br /> to enable accurate relocation 5'6' --I <br /> of the corner monument if the <br /> corner monument is disturbed. 78 - -62. --- - — — — t <br /> 14't-70, - - 12't <br /> Indicate north. + I \ + <br /> L 6't <br /> EDGE OF � NORTH THE NORTH TH OF <br /> 2 EAST <br /> 4 <br /> LEGEND PAVEMENT BAKKEN ROAD 8� QUARTER OF <br /> SECTION 10, <br /> �/ T6N, R7E <br /> SET 3/4" REBAR SET <br /> / 10't <br /> O FOUND 3/4" IRON PIPE <br /> _X <br /> SCALE = 1"=30' <br /> FOUND 3/4" IRON PIPE <br /> 0.25' NORTH OF <br /> WOODEN FENCE POST <br /> (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 <br /> by distance and direction. Show the discrepancy on the plan view drawing under (d), <br /> above. Show the distances between the corner as previously restored or reestablished <br /> and (1) the corner as restored or reestablished, and (2) to at least 2 of the 4 witness <br /> monuments shown on the drawing in (d), above. <br /> No known discrepancy <br /> (f) Was the corner restored through acceptance of (1) an obliterated evidence location, or, (2) a <br /> found perpetuated location? <br /> 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 /> No <br /> Affix Land Surveyor Seal <br /> -1 <br /> ‘" <br /> �%_a CO NS���i <br /> N. V_ i.••••••.... / , <br /> (i) I, Ai,o,'-1 ,e. 61eOi-S .• ••. . <br /> (type or print name) certify that the corner location shown <br /> • ADAM R. •. i <br /> GROSS I <br /> on this record was determined by me or under my direction and = <br /> control and that this U.S. Public Land Survey Monument Record is S-3017 <br /> $ <br /> correct and comp to the bes of my knowledge and belief. • `;•SUN PRAIRIE. <br /> V1/I •••Q• L <br /> •SUR'J <br /> Signature Date �A MA O 0�� <br /> .11111111111° <br /> L J <br /> FN: 116.0840.30 <br /> G(c0.7c ` CC <br />