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Home My WebLink About3116348US PUBLIC LAND ADDENDUM- St. Croix County Index # 3116348 Point Table Point # Northing EastingE1071.98 3116348 396030.151 623342.4 DATUM: ST. GROIX COUNTY NAD83(1991) FIELD WORK DATE: 10/5/2022 T. 31 N-1 R.16 W. Describe any record evidence, monument evidence, testimonial evidence or any other material evidence considered and whether the monument was found or restored though acceptance of an obliterated location. AUGUST 10, 2022 FRAN B. AND I VISITED THIS CORNER AND FOUND THE ALUMINUM CAP OF RECORD IN PLACE AND 1N GOOD CONDITION IN THE CENTERLINE OF C.T.H. S AND 6.5' EAST OF CENTERLINE OF 240TH ST. WE FOUND 1 OF RUSCH'S TIES TO THE SE IN GOOD CONDITION AND FOUND 2 OTHER TIES TO THE NE AND SE TO BE HIT AND LEANING. OCTOBER 5. 2022 FRAN B. AND I RETURNED TO THIS CORNER AND FOUND THE ALUMINUM CAP AND PIPE REMOVED DURING ROAD CONSTRUCTION. I FOUND THE TIE TO THE SE IN GOOD CONDITION AND USING PREVIOUS MEASUREMENT I SET A SURVEY MARK NAIL AT THE PREVIOUS CORNER LOCATION. THE CORNER FALLS 1' SOUTH AND 6.5' EAST OF CENTERLINE INTERSECTION. I ESTABLISHED 1 NEW TIE AND PULLED THE LEANING PIPES TO THE NE AND SE AND RESET THEM AS SHOWN. ■ (R.A.) Cnj I ¢ t/ I I n' I 4 EAST OF STREET SIGN � I A/ C.T.H. _S doe C!�v� ®\ x x x 0.5' NORTH OF SURVEY SIGN FENCELINE x x X 5' WEST OF PP (UP 3") LEGEND SET 1" DIAMETER STEEL "SURVEY MARK" NAIL FOUND 1-5/16" DIAMETER IRON PIPE SET 5/8"X18" IRON REBAR WEIGHING 1.04 LBS. PER LINEAR FOOT SET 1-5/16" DIAMETER X24" IRON PIPE WEIGHING 1.64 LBS. PER LINEAR FOOT RECORDED AS I Gorey M. Hughes, Professional Land Surveyor, Hereby certify that the corner location shown on this record as 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 TOWN OF CYLON I N S T R U C T 1 0 N S This record shall show the location of the corner and shall include all of the following nine elements (a through 1). (a) identify the corner by reference to the U.S. public land survey system. Q� — Corner monument restored. T31 N,R16W (b) Describe any record evidence. occupational evidence, testimonial evidence or any other material evidence you considered, and whether the monument was found or placed. Tie sheets on file in the Surveyor's Office indicated that in 1984 surveyor Laurence W. Murphy found a 1" iron pipe buried deep and used that to set an aluminum cap on a 2" iron pipe. We recovered that aluminum cap and three of his four tie pipe. No other positions were indicated for this corner. (c) In the plan view drawing below, provide reference ties to at least 4 witness monuments. (Witness monuments shall be made of concrete. natural stone, iron or other equally durable material.) Describe witness monuments. (d) Show a plan view drawing depicting 1 STREET 51GN the relevant monuments and reference ties which is sufficient o in detail to enable accurate N M relocation of the comer monument CP. If the comer monument is disturbed. Indicate north. p It ALUMINUM MONUMENT FOUND „ 1" IRON PIPE FOUND g1'42'52" � C.T.H. "S" � 1" X 30' IRON PIPE WEIGHING 1.68 LBS. PER FOOT, SET 1x CID �. Q cs! +l SIGN 14- / SIGN OPPOLE (a) Describe any material discrepancy between the location of the corner as Irestored 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 comer 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. Government notes from the 1847 survey of the Third Parallel by Henry Wiltse returnd 40 chain distances through Sections 34 and 35. Notes from the 1853 subdivision of T30N, R16W, by John Ryan, returned falling distances which were used to calculate the following results. From this found monument we measure west about 2066.4' to the found N1 /4 Corner of Section 4, T30N, R16W, and another 658.7', more or less, to the found monument at the S1 /4 Corner of said Section 34. We also find a bend at said N1 /4 Corner of over 1.5 degrees. (it should be a straight line for the half — mile.) We measure east about 598.2' to a found monument at the NE Corner of Section 4, T30N, R16W, and another 2037.5', more or less, to a found monument for the S1 /4 Corner of Section 35. Original government distances were 627' and 2013' on a straight line. We found a bend of about 4 minutes. Because of finding the mon— ument we did not measure the 1 /2 mile north. (f) Was the corner restored through acceptance of (1) an obliterated evidence location, or, (2) a found perpetuated location? (2) A found perpetuated location. (g4M) Was the corner reestablished through lost corner proportionate methods? If so, show the method, Including the directions and distances to other public land survey comers used as evidence or used for proportioning In determining the comer location? No. (i) I James E. Rusch, St. Cro1.County Surveyor type or print name) certify that the corner location - shown on this 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 beat of my knowledge and belief. Al ature - Date Affix Land Surveyor Seal 10 N�� Hudson i �'� Wf;z I VRL611'jt;' J VAITION Of iviuk4l kIVILIA61'616 6ECTIQN 58,635 WISCONSIN S`I'ATU14S County ........................tS'- ........�`...._.............................._.................................. c yr Town...............................................................................................---.... . 47", Highwuy............. ............................................................................................ T..................... N. It..............W............................ 4 - ftYpe of Mui,ument............................................................... ......... .....'...... - Locutiuxt iodicated on sketch --X--- LOCATION SKETCH i 0 Thia a uce for copy of tiuid nut,e s or ties to the mhove described mon mums. INSTRUCTIONS: This record shall show the location of the, corner and shall include all of the following nine elements (a through i),. a. Identify the corner by reference to the U. S. public land survey system. Q = Corner monument restored. b. 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. c. In the plan view drawing, provide reference ties to at least 4 witness Monumenta, or, if,the Tocation is within a municipality to -at least 2 witness wonuments. (Witness monuments shall be 1" x 24" iron pipes). I d. Was the corner restored through acceptance of (1) an obliterated evidence location, or, (2) a found perpetuated location? FOUND PERP=ATID LOCATION e, Describe any record evidence, monument evidence, occupational evidence, testimonial evidence or any other material evidence you considered, and wh'eiher the monument was found or placed. Excavation may be necessary and is strongly recommended. A 1" IRON PIPE WAS RDCOVERED APPROXIMATELY 2,' UNDER THE ROAD SURFACE. THIS PIPE IS UNDER THE FILL MATERIAL FOR THE EXISTING ROAD IN THE OLD OILED ROADBED AND APPARENTLY HAS BEEN THERE A GOOD NUMBER OF YEARS. NO ORIGINAL •EVIDENCE WAS FOUND, I ACCEPTED THE 1" IRON PIPE AND SEI' THE MONUMENT THERE. f. 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 b. 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 b. NONE 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 use for proportioning in determining the.cormer location? NO LAURENC E W . MUR PHY (type or print name) certify that the corner location shown on, this record was determined by me or under my direction and control and that this U. S. Public Land Survey Monument ..R.ecor.d is —correct. and complete to the best of my knowledge and belief. ig ature Date Affix Land Surveyor Seal LAURENCE': . rn W MURPHYa cc S 4r, CA i ';,RIVER FALLS,,;' WISC. ,.•' • *i, LAND �oz �44saaIaIStW