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010-941-36-2202-CST-2024-029
.��.K��.,,,, ORI�INA��. � af 3 � � Wisconsi n Department of Safety&Professional Services Page !" '�/ , �,�1 Division of Industry Services � �,�' `�S�= �� SOIL EVALUATION REPORT � ,�H;�_� Count .,��k������ In accordance with SPS 385,Wis.Adm.Code Y Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must include, �0.w G�` __ k� but not limited to vertical and horizontal reference point(BM),direction and percent slope, Parcel I.D. --�. scale or dimensions,north arrow,and location and distance to nearest road. ('l0 -��-36 -a�d � � Please print all information. Reviewe Date � Personal information you provide may be used for secondary purposes(Privacy Law,s. 15.04(1)(m)). ` � I c3 f( � 1 �} Property Owner „ Property Location � � .,.� ri �� y� � n �-� � �yl�- ��" NW'i< N W �i< s 3� T y� N R 9 E(or) W Property Owner's Mailing Addr . Site Address or CSM and Lot#: 1 � �► G1 b L.� '�� City,State,Zip Phone Number ❑ City ❑Village 0 Town Nearest Road NfA W � l.t�Z ,,-/ � � 0.r ''W� � � NewConstruction Use:� Residential/Numberofbedrooms_� Codederiveddesignflowrate GUO GPD ❑ ReplaCement ❑Public or commercial-Describe: Flood Plan elevation if applicable ft. Parent material I c�T�+e�no s; �� o.�r� S an�+� o�+was h General comments and recommendations: _ N�.-��svr:2�__ln-_��.� �+�s�.,�,5���s.�1 c���_ r��s�mr.�uc� _ _ __ �Boring ' Boring# �Pit Ground surface elev.�IG,SOft. Depth to limiting factor��av in./elev�o•��ft. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. •Eff#1 'Eff#2 o- i o-r rt��� — r,� a�.,F c. � l�' O u�R`+Iw -- �d C,., o.� �. 3 0- �.�RW/ � u t w 1 �. c. Y y - y �.stias� '— s w v•� ►• 4 � �,SYRs/ — c� - - 0 .7 � H�,z � .� i� I � Boring# ❑Boring �Pit Ground surface elev.9�C.5Oft. Depth to limiting factor>bu in./elev.88.��ft. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. *Eff#1 'Eff#2 1 0-'7 �tR3/ � 0.'7 I. (, � ,-a �vR�/ — ��� ,� ��.. �. ►•� 3 7. �r `+ � M� F�. ►•c� �,-YR s/y '� �.1 � U.'1 I. 7.�`ili s/ � 1 - � v.'7 -E r 1 F I I., r CST Name(Please Print) Signature /� CST Number al r- / /f" a a(,le a� Address Da Evaluation Conducted Telephone Number �,,,s r wr 1 'i o3 /OS 7� - G �l- 17 'Effluent#1 =BOD>30<_220 mg/L and TSS>30<_150 mg/L 'Effluent#2=BOD,<-30 mg/L and TSS<-30 mg/L SBD-8330(R03/22) �.,��` �`� -°�l° � C Page � of 3 ❑ �Boring . 3 Boring# �Pit Ground surface elev.93.s�ft. Depth to limiting factor ,a�n in./elev.�•3�ft Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft' In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. `Eff#1 'Eff#2 l o�7 LO`�CZ��� """' O•'7 1.(, 7- � oY `i — .r..+�r- n, t• c, 7. -�t y� -� «�I ) c�."1 ►. Y -7 T•�CYRS/ —� w.l o.-t t. p,. 7.S 70.�� —'" M � — — O.'7 !. ctom n , v �u-n 1 �lFs i cl s:�rn ❑ Boring# ❑Boring �Pit Ground surface elev. ft. Depth to limiting factor in./elev. ft. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 ❑ � Boring Boring# � Pit Ground surface elev. ft. Depth to limiting factor in./elev. ft. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. "Eff#1 'Eff#2 *Effluent#1 =BOD>30<_220 mg/L and TSS>30<_150 mg/L 'Effluent#2=BOD,<_30 mg/L and TSS<_30 mg/L � �.� �'7T�".tY'S`,.:ti�, NO R�FUNDS AFTER �; -- i,a ,�.� �w l � �'�• i5SUE O�P�RMiT � _ r `�M,�� � ?��_�..��`_`f. _ r� �, ���k��__��.3�.`� i�A� 0 8 2024 �y 2, _ �AWY�R COUNTY ��IVINC�ADMINISTRATlAN � � e I � /J 3 y '� „ w a�d'�+,� a P w ��� ���' I � � n f ' �� n A 6 � � Ri i � c� ln � O � P� �(L O : � 3 D 9V, °� n -$ ` °" t� ry �� � �, � , u+ o- �'�, rn I m � � V.i � W 7 I' W ,, �� „ � -i - � 1, -� .n a � t c � p _ 0 C' p C � .� G I � � � � V' ( -�- ,r -� �� so � o " � �n 1 N z ° (� = i w v � . £ E n � o � n i � v \ -c L tv 1 I � � 0� h � N m � � � �" � I A � � � o � r � o f�-- -- `o � c '� z i a (7. N � y p o � �W � 'v o { tl E � ' � ��� � I� � � 0 Soil ProfileSheet Owner: �`;$�f SoilTester: �S SC System Elevatton:G� �R � � � r �_ Load Rate: � � System Ranga`1(_`��- � `�2,$" qt:s 1 � - � (�p ............ ...... ...... � � ...... ...... _ q9 :..... ...... .... ...... ...... ...... .... ...... ...... ...... ... ...... .._.. ...... ........... ...... ...... 4S .... ...... ...... ...... ............ ._... ...... . c � ..._.. ...... . ...... ..._. . _.... ...... . � .. ...... ...... ...... ...... , ...._. ...... � � ..... .._..:-9b.S � _. ..- �- -46.5' � ..... ...... � ...... ..... ... q� ... ... ::: ... :::::::::::� � `S .. ... � 5 ... .. ... ... � :. . ,.... ... . , _.... ..... ....:. ...... ... . . qS r -•�-- - -- ...--- �--.. — �y.g ___-. .---.. .._... ..... ...... ...... ...... � ...... ...... — qY.S' qY ...... ...... ...... ...... ...._ ...... � ..... ...... �-��-- -..... ... ...... ..._. ...... � 93 ...... ...... ...... ...... . .. .- ...... _4�S' ._. ... S � `� .. ... ::::: :::::: S c�� ::: :�- ... ..: . ... ... ... ... ... I 5 , ... ... .. ..... ...... ...... az ..... ...._. ..... ...... � ..... ...... . ..._ ...... ...... ...... ...... ...... , � . ...... ...... ...... ...... .... ...... _ qf ..... ...... —9(•17 .---- Y' . .._. ..... :: ::: ... ... � N P .. ... ... �----�---�-• ... ...... ............ S .._... ..---� ...... ...... o. o ...... ...... ...... ...... � • � . ... . 8`t.5 �� .. ... t3 ... ... I ... ... � N rP, ... ... S ... ... . g� ... ... 7 ... ... —89,33 � ...... ...... ._. ... � ._.... :..... ..... ...... � -..... _.... k3 ` --... ...... ,g8. �7 ....._ ...... Sg ...... ...... � e ... ...... �a ...... ...... . ...... ...... I ...... ...... . ...... ..."_ . � ' -.... ...... 5 _ ."'"'_ "..... C . ...... ...... ...... ..... Q/ t � � Vb '� . ..._.. ...._ . � . ..._ ......� _... ...... i _ ...... ...... . . ...... ....., � ... ...... g6.33� �: ..._ _ 3/12/24,8:55 AM Real Property Listing Page R2a) EStdte Sawyer County Property Listing PropertyStatus: Current 7oday's Date: 3/12/2024 Created On: 2/6/2007 7:5523 AM �Description Updated: 1/2/2004 � Ownership Updated: 2/6/2007 Tax ID: 13400 KENNETH C&JANELLE M DISHER HAYWARD WI PIN: 57-OSO-2-41-09-36-2 02-000-000010 Legacy PIN: 010941362201 Billing Address: Mailing Address: Map ID: .6.1 KENNETH C&JANELLE M KENNETH C&JANELLE M Municipality: (O10)TOWN OF HAYWARD DISHER DISHER STR: 536 T41N R09W 10853 COUNTRY CLUB LN 10853 COUNTRY CLUB LN HAYWARD WI 54843-6570 HAYWARD WI 59843-6570 Description: NWNW Recorded Acres: 40.000 ro Calalated Acres: 39.503 r Site Address * indicates Private Road Lottery Claims: 0 15023W COUNTY HVJ1'B HAYWARD 54843 Pirst Dollar. No Zoning: (F-1) Forestry One l� Property Assessmen[ Updated: 11/9/2015 ESN: 444 2024 A55essment Detail Code Acres Land Imp. � Tax Districts Updated: 2/6/2007 G6-PRODUCiIVE fOREST 40.000 68,000 0 1 Stafe of Wisconsin 57 Sawyer County Z-Year Comparison 2023 2024 Change O10 Town of Hayward Land: 68,000 68,000 0.0% 572476 Hayward Community School District Improved: 0 0 0.0% 001700 Technical College Total: 68,000 68,000 0.0% . Recorded Documents Updated: 10/11/2021 WARRANTY DEED � ��Property History Date Recorded: 9/6/1994 243866 N/A https:l/las.sawyercountygov.orglsystemlirames.asp?uname=Eric+Wellauer ��� E� �:'fl��_'�4 - '` s tl � r�. �. *. d 'k�' r[� + �a„ hi. : g -!_ } a'� t p I Y 0y� � � .. �:,. e ,� f�,..�.�r t�.�1 e � � ,����� ���rl��j�������,�Y J j ��. ���:+�r�_.�y i.M�aa�r. :��f . F,kr*,�'�� �� - Ft'� l� ,�Cl � . 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'',, +7;��.`.. �=;,�" �R. � +' � ✓��,�.x ` '�-�>'�}. �"� 1 ��� ��~� m �"^ # � -���:� -- '; :� , � �� _��� ft ',,' � �, � ������ ��� '.'` '� ��� � . �� r�. � .�.._���� � ,��,4 . _,. � . _,. . _ •.L.,_. . ... CERTIFIED SURVEY MAP PART OF THE NORTHWEST QUARTER OF THE NORTHWEST OUARTER OF SECTION 36, TOWNSHIP 41 NORTH, RANGE 9 WEST, TOWN OF HAYWARD, SAWYER COUNTY, WISCONSIN 5� COUN7Y HIGHWAy B � C/L - � - � W E '35.03'f735.]iej�5-40��E ;o75.3j. 200' WIDE ROW 2BG,2B o �(2B0.2B'� .. c��. FOW J SB;'24 p_-� � F�� �-3$ LEGEND ��� I oe �" 8= GOVERNMENT CORNER - ( �`��*` FOUN� AS NOTE� � m I ��' TIES VERIFIED ■ = FOUNO 1" OD IRON PIPE �/ N m I ti � ���_ ,�,�.� 0 = FOUND 1 1/4" 00 IRON PIPE . Ca��'-= _ -_ � • - SET 3/4" x 24" IRON BAR � a'N I WT f,5 �BS/FT f_ , O = COMPUTED POINT � ( )= RECORDED AS ��, �m � � 1 jU ..JGO G o� I V �� V o � qQ.��2�1� o Q 66' WIDE INGRE55- `� p'�,�0�/ I EGRE55 EASEMENT Q p/ w o AREA-EXISTING- l, �o/E � � �EEO f84686 �v NBB'27'17'W 2602.10' �IRECT� Q I � LINE BETWEEN NW ANO NQ CORNERS OF SEC7ION 36. B45IS OF BE4FING5. � Q, o�� ASSUMEO I Cp2� MONUMENTEG NORTH LINE SEC 36 Mp,1,U 66' c�`�5� N88'27'29"W NBE'2B'OS"W 429.98' 871.13' 66.? 363.21 �l/lsENrF� Qp0q8B•60.2n'w �863.39.07"W NW COR 66' WIOE INGRESS- NO COa SEc 3e EGRE55 EASEMENT AREA-NEW � sec 36 CAPPE� :P � �I 6RAS5 CAP GAS METFq v� _ _ _ _ 66 J 66' WIDE INGRESS- � �' EGRESS EASEMENT AREA-NEWv FOR ACCESS TO REMAINING �n �ME�� �66' WIOE INGRESS- PLATTER'S LANDS AND O LOT 1 EGRESS EASEMENT FUTURE DEVELOPMENT, sNEo pREA-EXISTING- PERPETUAL ANO NON- 2.60 ACRES DEEO 18468� EXCLUSIVE, INCLUDING 113,2]1 S� FT ` HEIRS ANO ASSI6NS. iNcwoING 002i \ \ _.55 ACPES Ih' p�'�pp% � \v ��N V�W E45tMENT 1N O5 � �0�0/ � \ � \ O �p� ♦�-0 2�/� � pS�P,�o�/ � SBB'28�05"E �53.2] JQe��O/ ��� . O/ � /��J / O� N� ///``` \� �� z �� N � EO COR w,��6 ID SEC 36 CAPPE� :P 1309.47� C 1309.d7� G 2618.9d� 2679,79� W�COF NBB'54'4?"W 5238.73' SEC 36 ALUM CAF sa coa SHEET 1 SEC 36 QF 3 6RAS5 CA� _ _ _ �_ CERTIFIED SURVEYMAP PART OF T'HE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTLON 36, TOWNSHIP 41 NORTH, RANGE 9 WEST, TOWN OF HAYWARD, SAWYER COUNTY, WISCONSIN. SURVEYOR'S CERT/FICATE I, Michael C Clamer, a Wisconsin Professional Land Surveyor, hereby ceRify that I have surveyed, divided and mapped a parcel of land being part of the Northwest Quarter of the Northwest Quarter of Section 36, Township 41 North, Range 9 West, Town of Hayward, Sawyer County, Wisconsin, more particutazly described as follows: Commencing at the North Quarter Corner of said Section 36; [hence N88°2T07"W 863.39 feet to a found iron pipe; thence N88°26'24"W 437.60 feet to a found iron pipe marking the position of the monumented northeast corner of said Northwest Quarter of the NoRhwest Quarter, this also being [he Point of Beginning; thence on the monumented north line of said Quarter/Quarter Section, N88°28'OS"W 363.21 feet to a set iron bar; thence leaving said north line, southerty, pazallel to the east line of said QuartedQuarter Section, SO1°32'S4"W 311.69 feet to a set iron bar: thence, easterly, parallel to said north line, S88°28'OS"E 363.21 feet to a set iron bar at a point of intersection with the aforementioned east line; thence northerly, on said east line, NO1°32'S4"E 311.69 feet to the Point of Beginning. Said pazcel contains 113,211 squaze feet, more or less, subject to all easement or restrictions of record; I further Certify that I have made this survey at the direction of Kenneth C. Disher and Janelle M. Disher, owners; and that this Map is a correct representation of all the exterior boundazies and the division thereof; Lhat I have fu!(y complied �vith the provisions of Section 236.34 of Chapter 236 of the Vl'isconsir Statutes, the Sawyer County Subdivision Ordinance in surveying, dividing and mapping [he same. Michael C Ciamer, WPLS 5-2345 W23S County Highway B Stone Lake. WI 54876 field work compieted 02/18/2024 SHEET2 OF3