The URL can be used to link to this page

Home My WebLink About3116338US PUBLIC ADDENDUM- St. Croix County Index # 3116338 Point Table Point # Northing Easting Elevation 3116338 396054.390 618003.132 1062.84 DATUM: 3T. CRCIK COUNTY NAD33(1991) FIELD WORK DATE: 10/5/2022 T. 31 N, R.16 WN 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 1' NORTH OF CENTERLINE IN PLACE AND HOLDING SECURELY. I ALSO FOUND ALL 4 TIES BY RUSCH IN GOOD CONDITION. OCTOBER 5. 2022 FRAN B. AND I RETURNED AFTER RECENT PAVING PROJECT AND FOUND THAT THE ALUMINUM CAP AND THE PIPE AT THE CORNER HAD BEEN REMOVED. WE FOUND ALL 4 TIES AND USING SAID TIES AND PREVIOUS MEASUREMENT I SET A SURVEY MARK NAIL AT THE PREVIOUS CORNER LOCATION 1' NORTH OF CENTERLINE OF NEW PAVEMENT AND MEASURED TIES AS SHOWN. FENCELINE x x x x x x x x x 5.5' SOUTH OF FENCELINE 11.V SOUTH OF FENCEIJNE (DOWN 47) ®� (DO C) (R.A.25.69') 541 V 34" E 0. ® 25.74" ' / 00 C.T.H. S+0 1 n v4- ------._...------------- IN eACKLSOP IN ®ACOPE .__------ --- TOP OF BANK F_ / I LEGEND SET 1" DIAMETER STEEL "SURVEY MARK" NAIL I FOUND 1 —5/16" DIAMETER IRON PIPE WITH CAP (R.A.) RECORDED AS r 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 I). (a) identify the comer by reference to the U.S. public land survey system. Q� a Corner monument restored. I I I I ! I i i I I I I I i I I I I I I I -------+-------+-------+------- ! I ! I I I I � I I I I I I I I i I f I I -------�------- �- -----+-------- I 1 I 1 i I i I I i I I I I I I I I I I I -------+--------F--------------- I � I I i I I I I I I i i I I I 1 1 T31 NjR1 6W (b) Describe any record evidence. occupational evidence, testimonial evidence or any other material evidence you considered. and whether the monument was found or placed. Record evidence included a 1984 tie sheet by surveyor Laurence Murphy. No other tie sheets were found, and no local residents told us that the corner was not correct. We made a record of what we found. (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 the relevant monuments and SIGN COUNTY reference ties which is sufficient. f SIGN SIGN In detail to enable accurate N r7 relocation of the corner monument If the corner monument is 0'S�t disturbed. Indicate north. ¢ O., 99. 4 ALUMINUM CAP FOUND C.T.H. NO" — PER TIE SHEET - - - - • 1" IRON PIPE FOUND 00 Q LO (e) 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 (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 leost 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 returned 40 chain distances through Sections 33 and 34. Notes from the 1853 subdivision of T30N, R16W, by John Ryan, returned falling distances which were used to calculate the following results. The distance east from this corner to the S1/4 Corner of Section 34 is measured between found monuments. We measure about 2164.4'. We also measure about 614.6' east (compared with the Government distance of 628.98') to ❑ found monument for the NE Corner of Section 5, T30N, R16W. The N1 /4 Corner of said Section 5 was not set by Government surveyors, but we measure west about 2034' to a found monument. We also measure the 1 /2 mile to the found monument at the S1 /4 Corner of Section 33 at about 2670.7'. This compares with the calculated distances of 2012.01" and 2640 respectively. There is also a kink of about 10 47" at the found monument for the N1 /4 Corner of said Section 5. (f) Was the corner restored through acceptance of (1) an obliterated evidence location, or, (2) a found perpetuated location? (2) A found perpetuated location. (g&h) Was the comer reestablished through lost comer 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 determ€ning the corner location? No. (1) 1, James E. Rusch, St. Croix 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 best of my knowledge and belief. (-� - - -- * -11 / � 2 r z Si7tore Dot' rwwwwrr------------ Affix Land §tu yor Seal v ; �y ii �ac5p, 4-an Lwwwwwnwn� w.r ��w ww w wwrr �..rrrr 1"L&**j L" V A,Ti U 1A u r• 1V1 U" U 1* i -L1A wi' ;:) SECTION 55,636 W ISCONSIN 6TATUTLS Courjy....................................................................................................... Town.........c � ...� N..................................................................... . <= . 7`' 1 --1! zt5 llighwuy.............................................................................. .............._....:..._.. SecLiun No...... � ¢..... ... T.... J�E s - ........................................................... ,.... .........N. It...... � �....... W..................................... .................... 't'ypr of ui�umcnt.. �-E,Q-7-��.v �. � «,.. .... Lucutiuii iiidicuted on sketch — X-- LOCATION 6KETCH 33 .134 � f 4 O c=- '7`E s' This )ucn fur c2W of field tjuLeg ur tied to the ubuvc described men rrients. INSTRUCTIONS: This re -cord shall show the location of the, corfier 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. p Corner monument restored. b. Show a plan view drawing depicting the' relevant inonuments and reference ties which is sufficient in detail -to enable accurate relocation of the corner wonument if the corner monument is disturbed. Indicate north. c. In the' plan view drawing, provide reference ties to at least 4' wIthess wonutnents, or, if the location is within a inuaicipality to at least 2 witness monuments. (Witness monuments stall be 1" x 24" iron pipes) . d. Was the corner restored through acceptance of (1) an obliterated evidence locaCioa, or, (2) a found perpetuated location? POUND PERPETUATED LOCATION } e. Describe any record evidence, monument evidence, occupational evidence, testimonial evidence or any other material evidence you considered,' and whether the monument was found or placed. Excavation may be necessary and i•s stro"ngly iec'ornmended. A 1" IRON PIPE WAS RDC OVFRED APPROXIMAT= 2 FEET UNDER THE ROAD SURFACE. THIS PIPE IS UNDER THE FILL MATERIAL FOR THE EXISTING ROAD IN THE OLD OILED ROADBED AND APPARENTLY HAS BEL1 THERE A GOOD NUMBER OF YEARS. THIS FENCE ALSO MATCHES FAINT TRACES OP A LIFE FENCE STILL VISIBLE TO THE NORTH. NO ORIGINAL EVIDENCE WAS FOUND. I ACCEPTED THE 1" IRON PIPE AND SET THE MONUMENT THERE. F. Describe any material discrepancy between the location of.Che 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 atethods? 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 Che- cox.mer locaCion? NO LAUR ENC 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 Record is correct and complete to the best of my -knowled-ge and belief,, ign cure Date Affix Land Surveyor Seal eke . r10 LAURENCE': m MURPHY a CD. S 1713 CP :,RIVER FALLS, . • � WISC. x 4r .. s0 LAID ��