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Home My WebLink About2917154r Ir B`LIC LAND SURVEY MONUMENT RECORD- ADDENDUM- St. Croix County Index # 2917154 Point Table Point # Northing Easting Elevation 2917154 351297.312 594031-706 1138.01 DATUM: ST. CROIX COUNTY NAD83(1991) FIELD WORK DATE: 9/21/2022 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. September 21, 2022 Fran B. and I visited this corner and did not find the a monument at the corner. I found 4 ties of record-, though most of them do not match very well. We have measurements of record of the aluminum cap and after verifying section distances and other local surveys of record, I set a 1" steel survey mark nail at the previous location of the aluminum cap in the centerline. I measured the 4 found ties and established 1 new tie as shown. -l��i/ i ��®� I z A�< M LL_ 0 N81 *07`1 1"W a- 0 61.55' ® ~ DOWN 1" (6 0.51 V NORTH OF PED AND 1' ~�-= �.� SOUTH OF PED In) ] ��. �S85"24 44"E 1' SOUTH ®F SURVEY SIGN (DOWN 48.51 N851 3`23"W_..__ (48-65) DRIVEWAY 48.18$ -(4-8.12") Qra_°� ro .04 Q6 �K DOWN E 1h\4' Pu"k SET 1`2 DIAMETER STEEL "SURVEY MARK" NAIL FOUND 1-5/16" DIAMETER IRON PIPE SET 1-5/16"2X244" DIAMETER IRON PIPE WITH S C 0 YELLOW CAP WEIGHING 1.68 LBS. PER LINEAR FOOT FOUND 1-5/162" DIAMETER IRON PIPE WITH CAP COR (R.A.) RECORDED DIMENSION U I Corey M. Hughes, Professional L®n Surveyor , St. Croix County Surveyor, Hereby certify that the corner location shown on this BALDWIN, record was determined by me or under my direction and control WSCONSI and that this U.S. Public Land Survey Monument Record Is 4 - correct and complete to the standards of AE-7 of Wisconsin SU Administrative Code to the best of my knowledge and belief. 1�5 /7 _'� 02 U.- S. PUBLIC LAND SURVEY MONUMENT RECORD .A M nA 0 r-,J -k:�> I N S T R U C T 1 4 N S This record sha I l show the location of the comer and sha l l include all of the following nine elements (a through i). (a) identify the corner by reference to the U.S. public land survey system. O = Corner monument restored. (b) De sc r i be a ny reco rd ev i dence, monument ev i dence, occupa t i ona I ev i dence, test i mon i a I ev i dence o r any other material evidence you considered, and whether the monument was found or placed. (c) In the plan view drawing below, 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 sha 1 I be made' of concrete, natural stone, iron or other equa 1 ly durable material. Describe witness monuments. (d) Show a plan view drawing depicting the relevant = O 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. ALvM1n!UM CPfP Fo0"VD 71155 UPGRADED B For-6 1v1'LA-1&ia • I l-,a,.1 Pipe r t) L)^J D r , ± 4-0 a � ° I " x 30 " P OL))\i D I �>,orq t ► f E %J%J 1 TI-4 PL Ur-- 9--8. ems• � r __�r -T EL-, F1=.D, ❑ 71 7 SA (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 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. ( f) Was the corner restored through acceptance of ( 1 ) an ob I Iterated evidence location, or, (2) a found perpetuated location? (g&h) Was the corner reestabl ished 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 used for proportioning in determining the corner location? Affix Land Surveyor Seal' ( type or print name) ce rt i fy that the corner location shown on this record was determined by me or ender my direction and I control and -that this U.S. Public Land Survey Monument Record is I correct and complete to the best of my knowledge and belief. I----------�--------------_ � Signature Date �?REbE'f"VAT101A OF MON"IMENT l CTION 5�,535 W ISCONSIN 5'I'A'1 M iM ZC7)r. IX County........................................................ c ..�oi...................._..........._., , ............ , ................................. FlAM Towle..... .---• .M� N D ••... -•• •• T - .............. .b. Ifig wuy.................TnH............................................ ......... .......... ,., .. .... _ 15 WEST 1/4 0 5ectiun Nu. ........................................................................_............. , .......... 1110....... ��.........N. It... 1..............W........................ ... _.................---...... ,,'ypc Uf MU11Urr1e11t_. BERNTSEN cAP 1N 2" IRON PIPE ........................... Locutiuji indicated oie sketch —X— LOCATION SKEr11C fj to PI PE SET SET j 5 Thim apace fur copy of tiuld emotes or tied to the above deticribed monuments 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. 0 = 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 monuments, or, if the location is within a municipality to at least 2 witness monuments. (Witness monuments shall be Z" x 24" irou pipes). d. Was the corner restored through acceptance of (1) an obliterated evidence location, or, (2) a found perpetuated location? FOUND PERPETUATED LOCATION sTcRorx CoUN`"Y SURvEy()R'S OFFICE Date APR .3 0 1QQ4 FILED �. Describe any record .*& idence, moriument evidence,- occupational evidence, testimonial evi.dence.'b;or any other material evidence you considered, and whether the monument was found or placedexcavation may be necessary and is strongly recommended. A C.S.M, WAS PERFORMED BY JAMES L. MURPHY, S-10421, RECORDED IN VOL. 29 PAGE 4179 DOC. #341793' OF ST. CROIX COUNTY CERTIFIED SURVEY MAPS, IN WHICH A P.K. NAIL IS NOTED AS SEE NG AT THIS CORNERS LOCATION. I RECOVERED THIS NAIL AND SET THE CORNER AT THIS LOCATION. NO ORIGINAL EVIDENCE WAS FOUND. t. Describe an.y 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 monuinents shown on the drawing in b. NODE .1�. 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? Oce i . I , LAURENC E We. MUR PHY (type or print name) certify that the corner location shown on this record was determined by ine 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. Si nature �llate Af fix Land Surveyor Seal .�`�� sC O /Vs/ �� V� 0i ,� •., o LAURENCE•. m W MORPHY a Z S 1713 j C0 :,RIVER FALLS, �� ••.......•