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010-841-35-2403-CST-2023-188
� ��R�►��� � � pr'� .OErr�RT.L�-,�,T - .. . �. � �� G� � ,.����`. 1002-TS-23 ' , , as `,^: Division oflrtdustryServices � ;.�; Attachment 2: P.O.Box 2658 {� � : . ,' Madison,Wisconsin 53701 1,,:� `�����v SOIL AND SITE EVALUATION — STORM scottwa�ker,co�emor -! o� Laura Guberrez,Secretary �S1°`� In accordance with SPS 382.365, 385,Wis.Adm. Code,and WDNR Standard 1002 `-� Pa e of �%� Attach a compiete site plan on paper not less than 8 'h x 1 1 inches in size. co nty 1 Plan must include, but not limited to:vertical and horizontal reference point ��'`� e� —' {BM},direction and percent of slope,scale or dimensions, north arrow, and Parcei I.C. 2 G� BM referenced to nearest road �� �y�,3�""' �'D3 � Reviewed by: Please print all informalron oate: Personal infortnotion you provide may be used for secondcry purposes(Privacy Law,s.15.04(1;(m�] Properfy Owner Propery Locc�n R L �r0 . ` ,O �l ��� Govt.Lot S►Jt/N�/ S �J� I N R E(or Property Owner'Mal Address lo�r Block= Subd.Name or CSM� �.�..(o pn�yt� rf�rv� �� ��.8� a.c_ Y�� Ci'y S`:aie Zip Code Phone Number ❑City ❑Village (�Town Neare t Road p � 17v�v�1 90 ��s — tl bZ —3327 1-�� �. 12-8 SSw Co �c.0 � �ydrauli Appiicotion iest Soii Moature �O^ If'Z� Drainoge areo ❑sq.ft ❑acres Method DaTe of soii borings: Test site suitable for(check oli that oppfyj: ❑Site�o�suitable; �Morphological USDA-NRCS wETS value: valuation �pry=�; ❑Bioretenficn: ❑Subsurface Dispersal System; ��5� ❑Doubie Ring Infiltrometer ❑Nortnai=2: �Reuse; ❑lrrigation; ❑Other Wet=3. p Other.(specify) sq�,dy ��,-h�,�� T P l l369.�35 /.� ' #OBS. Pit ❑Saing Ground surface elevation. ft. Elevation of limiting fiactor ��-'`� f. Horrzon Depih Dominant Co!or Redox Description Texture Struct�re Consatence 3oundary �Rock %Fines Hydraulic App in. nnurueu Qu.Sz.Coni.Color Gr.Sz.Sh. =ra s. Rate Inches/Hr � 0 —s ["0.VG L 5'z �.S Y '� - S b-s w - - ,`1 3 23 -6 �� ,r y — r �� �� �i �"S�a — .� Y 6`1-7 '� y I S �i �c �� `- ,� S 7S-� �� � y _ �� ,< <� — ,--( (o �i8-r co a y S �i a -- — .� Comments: tl l 2 Co ��w.. o c., C'e�.o X �o s��ew a t ti, o � "r 13b�.Sfb �, 2 #OBS. Pr ❑Boring Ground surFace eievation. ft.� Eievation of fimiting factor � Z S ft. Hor¢on Depth DominontColor RedoxDescriprion Texture Structure Consistence Boundary %Rock %Fines HydraulicApp in. Munsel! Qu.Sz.Cont.Coior Gc Sz.Sh. Pro s. Rate inches/Hr ( Q `C'"J 0��. r V e 2 5 -N3 7,5 Y 5 � sI r���� � — — .�o 4 _ 8 « � � � r 5 O-s l �I t 5°0 •�. 85-1 << 3 - � s p -s � - � .7 Comments: [Z5 C�Cc.. � �10 G.� R`fe✓� �'� ��/ Y10 S� l.t)aL�� .SPe G � T D Z� Name(Pleas�itn�t)i O Q � ign re � C�re-�ntiacrl N�ur�ber .�. � Address r ��'e Ev luatior,Conouc'red Telephone Numbe- l 0�b�''1 fJ sM'�'�'1 C�"• '�� war� (J `t8 1�-l�-Z3 t5- �f- �l l •� ; SBD-10793(R01/17) � ` ' �' ' WDNR Nv p��F��►���TER '.. �`� � ;September 2017 ^ � C OF F'ER�+Iil1 �:'� `# �:,. , : '�T� ��� l�SJ � � ,� _�L,, �,;,. '.: :;��.,�1�7 1 1"7Su st 3 l=d9e o� o �cl - 4..g����l-��r� �,e lc� 3 TP3 136Z.5's!o r�� #OBS. Pit ❑Bonng Graur.tl surtzce elevation. R. Elevation of limliing factor �ZJ ft. Poge of or¢o oep�n Oommcn�coror I r�ecox]escripric� i iexnnre Srructure Co^sstence 3o�nocry %Rock 96`ines HytlroulicApp Munsell � Qu.iz Cont.Colo� � j Gr.5z.5h. Fra s. Rote IncF.es/Hr l D n �1.$� 3z� — 5 2.�., w��F,r — ,�e Z �l-Z� 4 �3� — S I< ; m�Gr — •lv 1-6� �i �F v� — -S � na I �� — .-1 60--1 �� 3 �, - 5 i o-s M i �r � S I�Y-! S �, S 3 — c5 I O-5 I � .� t5oo ��commenrs� (��i L[.— SCn�iS �aw�-Q hD a�p2Y'evi� Q��ok �nr� Srt�aw4v Se.eP4�C �o � � � � Tp`f I37f.�{48 w �"� ilOBS. �Pit ❑Bonng Ground surface elevatlon. ft. Elevatior.N Iiniting'zUor�ft. � Ho,ion Depth �omir.cn-Co;cr ReccxJesclpiicn � Tex��re Siructure Consisser:ce i Bour.Cary %,4ock %Fines HytlroulicApp � �n. Mursell �Qu.Sz Cont,Color Gr.Sz.Sh. � Fro s. Rcie Inches/Hr Oc�� VQ � z -z Y `— bk �u� � w — Z _4 ,� v -- S _S �� _ �6 « ; — �5 -5 4 �Ls o f0E-� ii S � r-5 , O-S rLt,� i+s'o I I Commenis I.� � 1 I � SaK is o ak. no a �r,e,� re h s�dCw� Se 2 ne TP S 13�I.3 z z- -�/�„ #OBS. �Pit �Bonng Grountl surtace eleva�uon. Y,. Elevatlon of IimiGng faaor �`-+P 4. Hor¢on Depth DominanlCobr RecoxCescription ?exiure Ssr�c'ure I �oru5le^c= �ountlo.ry %Rock %Fines Hytlrouficrop Munsell Qu.Sz.Cont.Color � Gr.Sz.Sh. � ka s. Rate Inches/Hr � �n s d Ue � 2 S-3 S `� — S 7,n,56� MuE� i — ,(P 3 - 6{{ r 'f — r ' O-S �� ~ .� I 6'f—1 7.s s -- - ' �`7 i � � Commenis ��Y I 5 e i 5 r „� Cedo wq.l Se� { yl kOBS. ❑Pit ❑Bonng Grountl sur'ace=leva:ior.. R. Elevatior,of limiting Nctor for¢on Depth I DominentCo�or ReaoxCescnption Texiure Structure Consa?er.ce : BounCery %Rock %Fines Mydroulic,app in. Munsell I �u.Sz.Cont Color Gc Sz.Sh. Ro s. Rate Inches/Hr � S TP — cv wec� � � ,;,: � ; S N W(3 L t-- I I — R Sa: . 5 w or� w t wt�vt i E x�� o r Commenh: SBD-10793(R7/17) OverellSiteComments: (p f.{ „�� WDNR ___L_-1- September 2017 Ji�_�'�_�.___.--..... — . �;: `3sa�_.__.__ 10/6/23, 10:05 AM Novus-Wisconsin Access rev. 13.1108 Real Estate Sawyer County Property Listing Property Status: Current Today's Date: 10/6/2023 Created On: 2/6/2007 7:55:20 AM � Description Updated: 8/29/2023 � OwnershiP Updated: 8/29/2023 Tax ID: 11750 RL PROP HOLDINGS LLC DULUTH MN PIN: 57-010-2-41-08-35-2 04-000-000030 Legacy PIN: 010841352403 Billing Address: Mailing Address: Map ID: .8.3 RL PROP HOLDINGS LLC RL PROP HOLDINGS LLC Municipality: (O10) TOWN OF HAYWARD 226 PAINE FARM RD 226 PAINE FARM RD STR: S35 T41N R08W DULUTH MN 55804 DULUTH MN 55804 Description: PRT SENW & NENW Reeorded Acrps: 17.$(� � s`it� Address � intJicakes Drivake Road Lottery Claims: 0 12855W COUN7Y HVJY B HAYWARD 54843 First Dollar: Yes Zoning: (Gl) Commercial One 1 �ry; ,q�} � Property Assessment Updated: 4/16/2020 2023 Assessment Detail � Tax DisG�icts Updated: 2/6/2007 �Ode A� Land Imp. G2-COMMERCIAL 17.860 106,700 434,500 1 State of Wisconsin 57 SawyerCounty 2_YearComparison 2022 2023 Change O10 Town of Hayward ��d: 106,700 106,700 0.0% 572478 Hayward Community School District ImPro�ed: 434,500 434,500 0.0% 001700 Technical College To��: 541,200 541,200 0.0% r <� Recorded Documents Updated: 4/2/2019 0 WARRANTY DEED � Property History Date Recorded: 3/31/2023 443901 N/A O QUIT CLAIM DEED Date Recorded: 6/22/Z006 339682 SEE LEGAL � AFFIDAVIT OF CORRECTtON Date Recorded: 1/9/2006 336213 � TERMINATION OF DECEDENTS INTEREST Date Recorded: ll/4/2005 334758 � QUIT CLAIM DEED Date Recorded: 7/7/2003 312919 O WARRANTY DEED Date Recorded: 7/2/1996 255144 https://tas.sawyercountygov.orgllAccess/master.asp 1/1 . _ __ _ _ _ __ . �Nisco�sir_Jettaa�*rient o:Safe_ry and?'roiessio:a1 Services .v'iERTON W MAKI Credential ID:SP-059200007 C S T� Z-Z�-I q O � . Certification,License,or Regisuatian Name Ezpires: Soi;Tester 2025-06-30 Siguatnre: (V��_ -f ---i �� � � ` :�l,it<7�� V � s � � ��..� s!. ` � d s�." �- - �; � : S t� „ � �, ; ' . 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EROSION CONTROL & STORM WATER try: MANAGEMENT LEGEND \ . • �- Y,+� "� U U 31 EROSION MAT CLASS I, TYPE B :.- V - +--� SILT FENCE •-� ' 1 Y TIE INTO EXISTING GRAVEL SURFACE WATER FLOW / ■ \ '�, \ PROPOSED GRAVELS NITS BOREl a X-6548 158- / %r TEMPORARY DITCH CHECK 10, WIDE 5PILl.WAY Y— 9fa44,fid9 r f!_FV. 13 G° f \•. _ r SLOPE INTERCEPT .. FOR ,� . •� - -� \• I P.L. k � i4 � -'� ,.4, r -� j v i � ' • G; 1 •✓-.ram ` ti. PROJECT NO: NWBE 2213 HWY: 12855W CTH B COUNTY: SAWYER COUNTY PLAN -SITE LAYOUT -AMENDMENT SHEET JE FILENAME: W:\NWBE-PROJECTS\DESIGN\2213-ROU NDLAKE MARI NA-STORAGEFACILITY-SWP\C3D-22\SH EETSPLAN\AM EN DM E NT\050201_P N-2213.DWG PLOTDATE: 10/3/20233:35 PM PLOT BY SHANEYODER PLOT NAME: PLOT SCALE: 11N:70 FT LAYOUT NAM E - 01-pn W ISDOT/CADDS SHEET 44