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Home My WebLink About3116347US PUBLIC LAND SURVEY MONUMENT RECORD- ADDENDUM- St. Croix County Index # 3116347 Point Table Point # Northing Easting Elevation 3'116347 396042,206 620617,528 1088.39 DATUM- ST. CROIX COUNTY NAD83(199 ) FIELD WORK DATE: 1 D/5/2022 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 A 2-1/2" IRON PIPE AT THE CORNER WITH THE TOP SMASHED. I FOUND 2 OF RUSCH'S TIES IN GOOD CONDITION. OCTOBER 5, 2022 FRAN B AND I RETURNED TO THIS CORNER AFTER A PAVING PROJECT AND FOUND THE IRON PIPE HAD BEEN REMOVED DURING ROAD CONSTRUCTION. I FOUND THE 2 PREVIOUS TIES AND USING SAID TIES AND PRIOR MEASUREMENT I SET A SURVEY MARK NAIL AT THE PREVIOUS CORNER LOCATION. THE CORNER FALLS 6.5' WEST AND 5.5' NORTH OF CENTERLINE INTERSECTION. I ESTABLISHED 2 ADDITIONAL TIES AS SHOWN. / Ujj // s�1 As FIELD EDGE / n, 20' NW OF END OF CULVERT 0� a ��, (G E ®f GRAVEL T ZI 9 lop C.T.H. S t— — — — 09— — -- — �`4' 1 Ole AT TOP OF BAtKSLOPE 0 J AT TOP OF BACKSLOPE 22' SW OF END OF CULVERT FIELD EDGE U.S. PUBLIC LAND SURVEY MONUMENT RECORD TOWN Q.F CYLON I N S T R U C T i 0 N S ; This record shall show the location of the comer 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. I I I I I I E I I I I { [ I E I I I -------+-------+--•-------+------- 1 I I 1 I � { I i I I I I { I 1 ! 1 _------F------ -f-----+------- I I l I 1 I I I I I I I I I I I I I _---.__...}.._.........__.--+-------+------- [ I I I I [ I 1 I I I I [ I 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. The monument set by surveyor Laurence W. Murphy was found, along with three of his four witness Irons, per his 1984 tie sheet. Existing ties were remeasured and a fourth tie set to comply with A—E7 regulations. No other position was indicated or found 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. SIGN I (d) Show a plan view drawing depicting the relevant monuments and —1 C11Z reference ties which is sufficient Lo I In detall to enable accurate I { � , relocation of the comer monument i ��, N If the comer monument is disturbed. Indicate north. I I Il 93.59'02„ ,. - I 81'3042 C.T.H. 'S" II II ' it ALUMINUM MONUMENT FOUND ; 00 o� 0 s • 1" IRON PIPE FOUND 331 1 � . Y O 1" X 30" IRON PIPE WEIGHING N �, 1.68 LBS. PER FOOT, SET SIGN SIGN SIGH ,d (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 th4 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 (d), above. Government notes from the 1847 survey of the Third Parallel by Henry Wiltse returned 40 chain distanaces through Section 34. Notes from the 1853 subdivision of T30N, R16W, by John Ryan, returned falling distances which were used to calculate the following results. We measure west about 1999.9' to a found monument at the NW Corner of Section 4, T30N, R16W, and an additional 614.6', more or less, to the found monument at the SW Corner of said Section 34. The Government falling distance was 628.98. We measure east about 658.7' to a found monument at the N1 /4 Corner of said Section 4, and another 2066.4', more or less, to the monumented SE Corner of said Section 34. There is also a bend of over 1.5 degrees at said N1 /4 Corner, which line should be straight. The Government distances were 2012.01' and 627' respectively. (f) Was the corner restored through acceptance of (1) an obliterated evidence location, or, (2) a found perpetuated location? (2) A found perpetuated location. (gbh) Was the corner reestablished through lost comer 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 corner location? N o. (1) 1. James F. Rusch, St. Croix County Surve�epr.,_. (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. Signature Date i Affix Land Surveyor Seal I % I I r �r - 1 PRESERVATION OF MONUM ENTS SECTION 59,635 WISCONSIN STATUTES County................To CROIX ............................................Y.................... .... Town .................. CYLON ....+....................................6.................... .......................... Highwuy.......... ....... ... Section No.... 34 3 .............. .... .... .9.......... T........?............N 16 .... W............................................................ 'I`ype of Monument Aluminum'.Cap..Found ................. ........................... .... Location indicated on sketch —X--.- LOCATION SKEW11 � l Lrll.l r �1 11 O 3 UST CJNL�1�1st �'1 1 QF T� :S- --fj/ sI& W DRAWN B Y : ►� DATE _�. DRAWN: e. id a aCHECKED BY: ceor co at ,d ueDATE'nescribed monum ' 9-19-91INSTRUCTIONS: --� This record shall show the location of t include all of the following nine elen he corner and shall me a.,Identif is (a through i) Y the corner by reference to the U. S. public a � Corner monument restored. P c land survey system. b• Show a plan view drawing depicting ties which is sufficient in detail to the relevant monuments and reference corner monument if the corner monument eisble accurate relocation of the disturbed. Indicate north. c• In the plan view drawin g, provide reference ties to at least 4 witness monuments, or, if the location is within a munici alit witness monuments. (Witness monuments shall be P y to at least 2 1" x 24" iron pipes). d. Was the corner restored through acceptance evidence location or of (I) an obliterated (2) a found perpetuated location? A found 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 necessar and is strongly recommended. y f. Describe any material discrepancy between the location of the corn er 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. &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? i. 1, (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. S nature Date t- Affix Land Surveyor Seal JXV ES aCR C `} Hudson PRESERVATION OF MONUMENTS . SECTION 59,635 W ISCONSIN S`1'ATUIlES Cc:runty....................................................................... ................................... ' c Town............ i.�..................................................._............... 1 � � F.A. Al '/ .. 9 Az _ ._... 4Gctiuii No........... ........s .. ........_......_..... ............ '1'......... ........... N It......................W.............................._._ .......................... `1'ype of Mull u�ncnt....E'..........`E'.`'....�� •� •... ........................... Loc.atiuif isidic.uted On akc Lc.h ---X— LOCATION ION SK1,,1YJI R�L f I r 0 <= -.-00 -;7- .� Thin 4 ucn [ur Uky of tiold ilUcs Ur ties to the ubuve described muntiments. 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 systeru. Q = Corner moiluwent 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- coraer monument if the corner Monument is disturbed. Indicate north. c. In the plan view drawing, provide reference ties to at least 4 witness iuonu"Ients, or, if the location is within a fnuni.cipolity Go at least 2 witness uconucfients. (Witness munuments 5i►all be 1" x 24" iron pipes) . d. Was the corner restored through acceptance of (1) an obliterated evidence locatiU[1, or, (2) a found purpetuaLed location? N.A. u. Describe any record evidence, muauwLAnt 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 is„ s t ronb.ly recommended.. 1" IRON PIPES WERE RECOVERED AT THE SOUTHEAST AND SOUTHWEST CORNERS OF SECTION 34 A CEMETERY EXISTS TO THE NORTHEAST OF THIS CORNER, I USED THE DESCRIBED EAST/WEST DISTANCE OFF. OF THE. MAST EASTERLY LINE OF THIS. CEMETERY WHICH IS FENCED AND HAS. EXISTED FOR A GREAT NUMBER OF YEARS TO GOVERN THE 'EAST/WEST POSITION OF THIS CORNER. THE CORNER IS SET ON LINE BETWEEN THE SOUTHEAST AND SOUTHWEST CORNERS OF THIS SEC— TION. NO ORIGINAL EVIDENCE WAS RECOVERED f . Describe any material discrepancy between the lucation uf. 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.arestored or reestablished and (1) the corner as restored or ri!established, and (2) to at least 2 of the witness nionUillents shown on 'the drawing in b. �h. Was the corner reestablished through lust corner proportionate methods? If 50, 51Iuw the method, including the directions and distances Go utter public land survey corners used as evidence or use for proportioning in determining Che cornier location? NO ` -g cJ , -ems, c.. U .•;^'�-yam (type or print name) certify that the corner location shown on, this record was determined by we or under wy 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. Sir at urn: Date i Affix Land Surveyor Seal ,SC a/Vs •- . 40 LAUREN CE ,, r W MURPHY S 1713 o . i RIVER FALLSof , o, L A N.y 'Pi" 16 3 I S+ Si%%