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Home My WebLink About2818024US PUBLIC LAND SURVEY MONUMENT RECORD- ADDENDUM- St. Croix County Index # 2818024 Point Table Point # Northing Easting Elevation 2818024 330401-363 . 567697.33]43 E990].48 DATUM: ST. CROIX COUNTY HAD83(1991) FIELD WORK DATE: 8/17/2023 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. FIELD ENTE7 ANCE - — ER — _-z_ V WEST OF FENCE ^ EJ 0 Uj U_ z x/ < LEGEND Uj z It SET 112 DIAMETER STEEL "SURVEY MARK" NAIL FOUND 1-5/16" DIAMETER IRON PIPE C 0 IVS SET 1-5/16" DIAMETERX24" IRON PIPE - WEIGHING 1.68 LBS. PER LINEAR FOOT Ile ., Me, COREY M I Corey 1. Aughes, Professional Land Surveyor, 1 ereby 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 tT the standards of AE-7 of Wisconsin Administrative Code to the best of my knowledge and belief. RESERj"ATION of MONtJ+JLi1V 1 S SECTION, 59,635 WISCONSIN STATUTES Cou n ty.. .................... f ........................................... .............. * ............ ....... 75, SectionNo ....... I ............... ............... ....... Woo* ..... V ............... T.................... N. ...... W .... . ........... 0 ................. r4pe of Monument.. ............ 0o .......... ......... Locationindicatedon sketch —X co Py TV N, 0: VV S rOLA10 140N P/PE ;poly �V OP' CEHT,t5l�LiNc:. Ri.. NOTE: The County Surveyor's Office set a I -inch tjJL Diameter steel "Survey Mark" nail at the sectioncomer. Date: nip -82ace for iuLof 'field notes Or ti es to the above dfterlbed monum ents. INSTRUCT10NS:' This record shall s . how'' ' the location of the cornerand 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, ® w-Corner monument resto'red, bl. Show a plan view draw'ing-depicting the relevant -monuments and reference ties which is .sufficient in detail toenableaccurate reloiation of the corer monument if the corner monument I is disturbed. Indicate north.. ct g 2t11P, P lan_- V*'JeW_'.'d rawing provide ' reference ties to at least 4 witness monuments, or, if the location is within .a municipality-to'at least 2 witness monuments (Witness .monuments shail b'e 1".x 249. iron-pi.pes). d. Was the corner restored through acceptance of (1) an obliterated evidence location,, or, (2) ' a found erpetuated location? A found .perpetuated locatioll. The monument and one tie pipe were recovered in i acceptable locatl'on. Tlire(L. additional -cie pipe were placed and a conventional county nionunieti-Li- was placed over -161-ie 1" iron pipe found at the corner. PRESER ,'ATION OF ONUa,iENTS 59.635 WISCONSW STATUTES CoUnt ............ ....................................................... ....... * ................. ; Y� Town.. ......... ........... ;,.— .......... •...... .............. 0 ........... < 7 Highwuy .................................................. . ........... ............................. Section No....—Z T....... ........... N. P ........................ W .... . ............................... . ...................... TYPe of Monument.. Lotion indicated on sketch —X 70, pt>WF� r C�- 0 T t,j CEM7s: . -T11i8 82&C8 for c® o field notes or ties to the above described monum'ents. INSTRUCT -IONS: 'This record shall show the location of the corner and shall include all of,the following nine elements (a through i). ae •Identify the corner by reference to the U. S. public land survey system. 0 3--'Corner monument restoned . 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 I is disturbed. Indicate north. C drawing, provide reference ties to at least 4 witness monuments, or, if the location is within a municipality-to'at least 2 witness monuments.* (Witness monuments shall be 1". x 24"- iron -pi.pes). d. Was the corner restored through acceptance of (1) an obliterated evidence location, or,. (2) a founderpetuated location? A foui ' id perpetuated luCatiol-1. The monumentand one tie pipe wererv_-I-covered in acceptable location. Three additional cie pipe iiere placed ai-id a conventional coul-iLy riionumeiiL eras placed over -Li;ie I'' iron pipe found a-t the corner. I 1 V e. Describe any...re-co rd. vidence monument evidence, occupational evidence, teseimonial evidence or any other material evidence you considered, and whether the monument was found''or placed. Excavation may be necessary and -.is strongly recommended. 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. z&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.,James E...Rusch; St.. -Croix County Surveyor (type,-o.r ;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. -7/2 si/jnature Date Affix Land Surveyor Seal. q rHudson IS,.EvJAMES s �° 2B18o2oyA PRE SER OF -MON114ENTS SECTION. $94638 W I8CONBIN STATUTES ' County. �.:.... a . .................,...............,,... t................ r • TVff�� Kw{,1„ ••..t•.•..a.ar..ari•iia�iia•:.aiaii'...•♦.,...,i•.r.,,tt.q..,••a. t•••a.aa...•....•.ti....aaaa.•..,.,..ar.aa..a• •.,.,...1. r,... r.,.aa..•,raa.a SectionNo ....... 4..................a......,..,...,.,,..................a,........_..... . N' , .a.. r.... a..r.aa�.r• T......i. ..........14 ( ) W • •••.... .a........... 7t ..,..a...•. •.a.a a*. *,.r Naa•.... a. i.aiar.,l..s... •.a.aa..a...r I1 Type of Mon um ••t.,.•••.,.a•i�:...........:...•...a..,....r.,.... ,a..•.aa,..a...a•r•. Location, hidicated on sketch ---X—. LOCATION SKETCH N coi - ..�V -.... c�� \ Irk I PY A� will L 1,QQ/v PIPE :,�] �/v OF C E NT 1� C N f A .T NOTE: The County Surveyor's .Office set a l -inch Diameter steel "Survey Mark" nail at the section, corner. Date: Ilj 040 This space for q0PY of field notes or tied to the aboxe descrIbod monuments. INSTRUCT -IONS : This . rec.ord shall show the location of the .corner and shall include all of. the following nine elements la through i) as 'Identify the corner by reference to the U, S, public land survey system. D P. Corner monument restored, V. Show a plan view drawing depicting the relevant.monuments and reference ' ties which is _sufficient in detail to -enable accurate relo ation of the corder monument if the corner monument is disturbed, Indicate t north. CC '-I.n .:the .;pl,an,:view drawing, provide reference ties to at least 4 witness monuments, or, if the location is within.a municipality-to.at least 2 witness monuments.' (Witness .monuments shail b'e 1",, x 24", iron -pipes), d. Was the corner restored through acceptance of (1) an obliterated evidence location,,, or, (2)'a found perpetuated location? found .perpetuated Z ucati on . The monument and one tie pipe were: recovered in accep ,able location. Thre. additional 'Lie pipe were placed and a conventional county nionumeii 4 was placed over tl-lie I" iron pipe found at the corner. PRE& ATION OF MONTI&.4ENTS SECTION. 59,635 WI3CONSIN STATUTES County ....:..:......:::........ r Town....:::... Highway - .....:.......:.......... ..r,.l:,...•........•rr.r....l. Lat.. .....i�. ...............,..,•....,. Section No....... ' e of Monument.... : .....:,'...:.:.;.........:::.......:.::.!.....::. TYA A Location indicated on sketch —X--- LOCATION SKMH i . 1 jjl �J .t Nr L��T `0unlr -- ._._. _ roU1\10 l�?Q/V p1P ::� - '' l fir;, ��; .A?� CAN 1l`f J0 IV OF CENT'Cj�L Nr h s P a zt_ Ills space for coPY of field notes or ti es to the above described monurnents. INSTRUCT -IONS: -This record shall show the location of the c� . include all of.the following nine elements (a through i). corner and shall ae -Identify the corner by reference to the U. S. public land survey system. 0 ;=, Corner monument restored. V. Show a plan view drawing depicting the relevant -monuments and reference ' ties which is.sufficient in detail to enable accurate relo ation of the comer monument if the corner monument is disturbed. Indicate north. c*In-,'the.;pl,an,,-view drawing, provide reference ties to at least 4 witness monuments, or, if the location is within a municipality-to'at least 2 witness monuments.' (Witness monuments shah, be 111. x 24"- iron -pipes), d. Was the corner restored through acceptance of (1.) an obliterated evidence location, or, (2) a found perpetuated location? A found perpetuated l ucati ore . The monument and one tie pipe were. recovered in accep id location. Three additional ci e pipe viere placed and a coliventi onal county nionumeiii: was placed over -L ie I" iron pipe found at the corner. e. Describe any'._re'cord .,evidence`, . monument e.viden-ce, occupational evidence, testimonial evidence or any other material evidence you considered, and whether the monument was found''br placed. Excavation may -be necessary and As st.r.ongly recommended. 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. RSh. 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 cornier location? i . L,James E... Rusch; St.. -Croix County Surveyor ..(type---.o.r ..:print -name) certify that the corner loca,tion ,.shown ..on' this . record was determined by me or under my direction and control and that this U. S. Public hand -Surrey Monument Record is correct and complete to the best of my knowledge and, belief. .719190 S,i nature Date Affix Land Surveyor Seal a JMES E. lop IftRUSCH 10 % CP op s•1376 -Hudson Wis