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028-542-12-5104-CST-2023-104
• , ARTA � O ��� °%—""'�. Wisconsin Department of Safety and Professional Services � Page of � li /Os ��y Division of Industry Services �����__ � ��;=a`t` P= � SOIL EVALUATION REPORT � �`"T��Y����`'. \_o � In accordance with SPS 385,Wis.Adm. Code County SAWYE R � Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must include, � 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. QZ ,,. J'^�Z-- �L— S �� � � Please print all information. Reviewed b Date � Personal information you provide may be used for secondary purposes(Privacy Law,s. 15.04(1)(m)). � Property Owner Property Location ❑ ❑ DQ�,� E '��f4� V� �-t� • �('C�Ic,�G Re� (�� Govt. Lot� '/, '/, S �z, T �{Z N R Bs E(or)� Property Owner's ailing Address �-(Z p c..� , w �l�o� s-�-, s�c��SS o�c�s-M-3�oc� �. t!(p -�—1 Z`'i -t City State Z�d�Z Ph ne umber ❑City ❑ Village �'Town Nearest Road cl�: e,� �,.lf c,� Zz.39 �-�q�>z�c3 s .d (.�k� � (�R � �.�-�Q Y 02 . � NewConstruction Use:lr� Residential/Numberofbedrooms 3 Codederiveddesignflowrate �"'E�GPD �ReplaCement ❑ Public or commercial-Describe: lood Plan elevation if applicable t 9 0 ft. Parentmaterial SQ.InQ,�.. �J��.t��s � 2�'�C General comments and recommendations: � � � .-1 SD, �S S S� e. e l�, ciSS ��- .e �t�-f —� (o ❑I Boring Boring# �t Ground surface elev.�. Depth to limiting factor Q�i in.!elev.�.��. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ftz In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. "Eff#1 'Eff#2 L O -s' �.� ��/z lS � �.I � tJ� ,� I.� Z S-3 �c � (� « << '� (,JE-� .-j l,fP 3 3�-2 �� � — << << �,,� .� �.� � ro� �, � �r Boring# ❑so���9 it Ground surFace elev. �C'l ft. Depth to limiting factor ��� in./elev. �.6 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�S r L _ �S O " v� k> I v{� S-3?� �c � (� � �l k k � � 36-- ib a '� — S �� �� � (,� J-� rou s a h CST Name MERTON MAKI Signature � �i • CST Number 224901 a���� Address 10869N SMITH COURT Date Evaluation Conducted Telephone Number (715) 634-8719 HAYWARD, WI 54843 —7—G O l 9' — Z '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(R04/21) Page of ❑ �Boring 3 Boring# it Ground surface elev.�s.�'(ft. Depth to limiting factor ��a in./elev.R�•� 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 l D- -1S z � _ —s tof� I.6 z 3 -3� •� � — t s << <c �� ��� • �. 37— co << y 3 — s << ti — � �Z �. ❑ 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 ( � -- `-Es� � = . 50 � s — � Y' ��� 6 — 2d = 3 Z �s� = 33 w��' t'eL 3 � I 4 � ' o ►� D�" (o = O = ( 3 a' k-o u l t—eL � T t�- �{S c � �3 �r 5 �{— � ❑ 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/FtZ In. Munsell Qu.Az.Cont.Color Gr. Sz.Sh. �E{�� �Eff#2 "EfFluent#1 =BOD>30_<220 mg/L and TSS>30 s 150 mg/L 'Effluent#2=BOD,S 30 mg/L and TSS<_30 mg/L (5��! �3 —1 (� 3� [� � e, �� -�`�1 ��.EA �ate_�a-"� �3 � `- '� f NO R�FUtv� U ►ssuE o����j �nk# �y�q sUL 2 0 20Z� Rc�t# �3'15 - -- SAW`!�R CC?�'��a�Y ZONING A[?[�IlNI��:HA(IO�J 0�,�7�2v-. Le4n I s _— , �� �Q,v,'� C..� �Jc�,��h W Frasck Reo.i ws� Sa.•,��.cr �-o. �S�;'�e.r L QICe Tw�7 K2o w �;l�ow S�{- Pru: oz$_SyZ- 12 -sioy c�.�� ppew� r-4t�s,w i s�+�29 - zz3� 6o��t-1 5 �z -r�Z►� rc..osw PO Bx �6-1 Lo�-3 CS►-'1 `+/t16 �'129 c1a�� l�.ke�w i s ySi� -� Lo�e.^ Gl�.w. t�l�c.^- � � ��..— .�-1 ,i� +9� �-�- �` t zop �� � Lo+ 3 Sc.��� l=y o � e ,o� M M h �' �er�'�ov�{1c��.... ��ae.�y ►��`�'-_��,, � GsT aay�o� �`�, �-Zo-i3 � •� • 3 bd. � L GI% Zo�49� �r R M r A 2+ O �1 � /� f� r � � . 1 ou�L-�arG,'c q,b��✓� l.��tfo�l�DY d oo r m �[� �8�44' � d 2. 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'��� ; S � ��..� ,. ha�`�.�.� L�����. � b- /1 �( ---� «. ... --� --- C _ � � � S. � �. �}-= ; --l q 3 �� --- ---- � -----r -� C''I > �4 b � ( f_a_ � � _ ----�--- 3 �;--- �3 ; ---- `' 3 -----�--- � :--- -------- � • +q o �� � � __ � � � �Vi ' < ` Z.� Z� _`_ Z �-._e ! _ , ( � } _-_'�_-� V � ----j--- , I t_... ( i �! ----f��.. � ��� : --- �-3 -------- � ___ � -- ' : � ; } i oe..:�__e 7i'. � a` --' ��f ( �---- i I �_-_ { _' � ---� --�-__ _�v i �� (G '_--_�___ � 1. ---t ---� -_��._..+.��� �+ ,. C� � ) :,t Ll T � _"__ F v � ���'� � � < ��� ��.�nF �U,� ..e � �, ---- - � G `�ta �L' ' ���i ; op = �'��5 =�-t�,61� ►�fl ,. s �fb '`_ � - , � v , � . � Map Unit Description: Karlin loamy fine sand,6 to 15 percent slopes---Sawyer County, Wisconsin Sawyer County, Wisconsin 217C—Karlin loamy fine sand, 6 to 15 percent slopes Map Unit Setting National map unit symbol: nzrn Elevation: 600 to 1,700 feet Mean annual precipitation: 27 to 36 inches Mean annual air temperature: 37 to 46 degrees F Frost-free period: 80 to 150 days Farmland classification: Not prime farmland Map Unit Composition Karlin and similar soils: 80 percent Minor components:20 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Karlin Setting Landform: Moraines, stream terraces, outwash plains Landform position (two-dimensional): Shoulder, backslope Down-slope shape: Convex Across-slope shape: Convex Parent material: Sandy outwash Typical profile Oe - 0 to 1 inches: moderately decomposed plant material E- 1 to 4 inches: loamy fine sand Bs- 4 to 26 inches: loamy fine sand BC -26 to 31 inches: loamy sand C- 31 to 60 inches: sand Properties and qualities Slope: 6 to 15 percent Depth to restrictive feature: More than 80 inches Drainage class: Somewhat excessively drained Runoff class: Low Capacity of the most limiting layer to transmit water(Ksat): High (2.00 to 6.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Available water supply, 0 to 60 inches: Low (about 5.6 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4e Hydrologic Soil Group: A Ecological site: F090AY019WI - Dry Sandy Uplands �;;i�� Natural Resources Web Soil Survey 7/11/2023 � Conservation Service National Cooperative Soil Survey Page 1 of 2 ,. ,�_ �, _ �� � ` h.�, s ti -.�'�M�"1� y� �,�� 's� *�. � . :y"��-'m 2}a` _ eRA�� ��-�.e, L' �_.'y'9n^' �: j�' t�; 3 ,. � � .� � .. � � V �� _ '��3"� .Yti' �� �� '!�'��� � !,�` y y F �R.�°� � �► ��w 9 , '' .i 1� " � ��4 �� - r,���„� ��,°" �'; ....������t '�+.... �� �,_'.',� J� ���''�L r`-iF `.-�`" f ;.�,. a�'s�� __,,,Y����lfjl .�� Y . _:. � � ��. � � �, �� � � ��'.. ��� � � . �,:� f. ,��s.1 .'.� +,. :C�f �' �� { � � �^+ ,� i r;i� �.g�.'.�'��+. ��/�,'' r �k *:. �`�`*'�``��.�ti��`'���'h4'�,.� �� � ���w:"r'��`A ���f" �I�, S;. �� r �s. ��4�� � � �.�� �� �..' �. l I�u ��� �r �: ��A� T r� ' '�,i ti #�: ��� . r r�r�Y;r�fjr1�c �;'' 3�ta�3a ,' ��,�`5,�r n ��'y�,w�,., R"` ,! h' "�l �"'�''� f)Y"� : ; `r��:�i -�g ` `�'�t���l��: � • � ,�'��� i , �" ,�' +�`'a �,�� _� �. �: � y � �y,{� � 1� ;�S,x1���J, R'���' ? �.. .�Q�' �� j3 1� � /., i���iS I�t9�'J�'^yj��.'��;�]�� lir,�'���."..�yF�(�� .>�1�. YS*A Lf�d��� ��j111 "1 l'n 4_4�y�"n�LYyI�'i'tex 1�9�- ,Y'�./��+0�,,,�� t�'x �-'_ .�_ -t-/�r �' /��%��,�/p:/'1��� .s �t 4 ����; i,�➢ .f1 � 1�" ����� �� �,p�.��rf�l��ry�` �', �'���a`.. �" �"!,�'opu' �'�a v � '� b �� ,�'"�� ,+,+ „� J�<� 3'' 5�'.�" ��„ �,,�r„` :,R., �;� .r����r ' t, t .������1;,\�'��..,�,��w� � .F+F K � �°h'_.,r:+^a.. ii„'_�nkl,_., ��'.�." � ��f�� ',- .�����l�"�s.Nn!'-+..`����� ,w'.. ,��� . .. �!r' y�y,¢ :,y-��q'p����� 'r�"-.A� �y��� �� �i�'�y {�< ��� k ��� � } �����Y ��{ �.' � �; � � � � ` � �,.R Xa� ""�,�� . �.. �s . .,:.a..���, r.�� .f_� '�s..,.;�, �{ rfi���= ` _ ��.,,�:. 1F��.�' °s� i }y �'.l. �.�Q��. -_. ��yy-.:.� , 7+�' - �;� �'"+�,^r � ' _r�. F._ K' ��.[..a��� a6. -- �Nt� � }N �� �� �S+!f"_. �'�� .:�� �' S .'� . �-�(�� �. � �'�'� j �_ -- ��- ¢. Y������ ,g� .�4� ��' `� - .?.�1. +v" ��-'.t. r � y''�' �.:i� ;�' � . - r,�,� � � '' �i� �: _ � �i+ �}� � D. c g q a-'� � � r�'�r��, ,�+� ��,� �.'� .-�r 1r.- �. -;�'�ta" �!: -�4;L��� � ,� �,;;��� ��r� � F�`"�. . , � �� � �. � � y a � �� ��i�,;� •y.. ��' �; ,1��{�„ n- � 4 ��� �� ���'�'. •v��� �'� �{,� !�' 1 t � ��t �fr'� ;. �;� �� �a '�4 t���"r�� x�,.•.^;-.., ' ,'��R����� �>'1� '`,fi "� .i. � .� .� � � .� Y���� i � ' 'fR � ` ��+ �y�}�.� �fi`���, �� -+ * aw ���`? - y �; �� '"��''', � t � �.�'� �{a `�� ,�,����pN.. a►� �0,�'{��. .• , # �r ;� Y y�'�c"i.`��..'jj9.� )'� A _ jCERTIFIED SURVEY MAP � SURVEYORS CERT/F/CATE < < � b D. GOUI.p, REGISTERED LAND SURVEYOR, HERBY CERTIFY ; �I HAVE SURVEYED AND MAPPED A PARCEL OF LANO LOCATEO IN GOV�T. LOT I SECTION 12, �N , SAWYER COUNTY, WISCONSIN , MORE PAR7ICULARY OESCftIBED AS FOL.LOWS; \�jC� NS/ �NCING AT A 2 INCH CAPPEO IRON PIPE MARKING THE NORTHWEST CORNER OF SECTION 12, �j`� p�, � 6° 54� 20��E, 98.23FT., TOA I INCH IRON PIPE ANO THE POINT OF gEGINNING, THENCE �Qo ��E, 659.82FT, THENCE S3°47�20��E, 218.66 FT., THENCE S19°02�OO��W, 85.IOFT., THENCE LADD. D. �W, 144.46 FT., THENCE N 64°41�04��W, 193.38 FT., THENCE N6i°40�08��W, 190.95 FT., THENCE GOU�D W, 191.46 F7., 7HENCE N 37°07 18 W, 196.70 FT., TO THE POINT OF BEGINNING. `�Z 5-1171 � I HAVE FUILY COMPLIEO WITH 7HE PROVISIONS OF CHAPTER 236 OF TNE WISCON5IN STATUTES HAYWARD UBDIVISION REGULATIONS OF THE TOWNSHIP OF S1?IDER LAKE, IN SURVEYING, DIVIDING � NG THE SAME. WIS. I HAVE MADE SUCH SURVEY UNDER THE DIRECTION OF ALEX MATHEY,_ OWNER OF SAID LAND AP IS A CORRECT REPRESENTATION OF THE l.ANO SURVEYED. o � BOVE DfSCRIPTION Al.SO INCLUDES ALL THE LAND LYING BETWEEN THE MEANDER LINE ANO I � o ( q�� SUR��yO A T E R M A R K O F L O W E R C L A M L A K E B E T W E E N T H E P A R C E L L I N E S E X T E N D E D. ' ,, �/ o � TNIS IO�H DAY OF NOVEMBFR 1975 � � -��1' I �' ' D IRON PIPE S 86° 54� 20�� E 659,82' LADD D. GOULD RLS NO S1171 �g6''�`'jI GOB�E R �192E �o- I __� �' p0 998.91 � / 60.91� o r19.45 174.34� � 590.58� � � 224.66� � 4904'� �p . NE R ,l,�p2,, oh� r � `�'� 4 C� '�'� 9r° `i �6, 0 3 � ��, 1.25AC , p�E o cn 7 O, �� --- --- - N75o26 ZA � a'- ° o SCALE � 495 �o,�D � , � N Z O 50 IQO � � � �: N FEET \ � 8 173° 36�04�� 1•37 A� Q��y� � m X • IRON PIPE iN PLACE 3 \ \/ , ` �y ���p�O w � w O I�� X 30�� IRON PIPE SET . y . F3o <�� � 2 •� 157°10�40�� � �' . 3 . �'� ��p, � ��F, 1 .56AC a� � /o�/���/'�.5� . C�� \w _______ ,y� \ ���9/ � O D�� \O� � 'O p ��( <q,� � \F6` a`� �`o' 0.9� AC o ro �� ��"Y' F � � � � ,�..f Q-��Giti . � 161°51�06�� /� �� o-n �\\�� N6jo 177°53�02�� �' ��'�C�u�� � /9 4�Oe�, ,. o u � >. � 0 � 9 qr >, .° ` I � 'i . •9,s k' 0 3 � � o�J ; v .o .; :L � ��6 � q� to �r a 2p3, \ , o ss h �- � ^� � ' / � N6 0 � , � _ , \rL 4 4j p o � � o y �, ` 9 4 'w �. N � r, a / 0 � . 3 3e, -� � . \ a� rn r. � ��\ X v U ` b � tii: 2� � ` , ` .� '- o - ���'� - N� � m u � m � � � � M 4� �'+ ' "V � p � p C � � �, U ° � '� � d � � r •y' tJi � ,p� 7 L7G V] P"'i Q � 7/11/23,8:02AM Real Property Listing Page Real Estdte Sawyer County Property Listing Property5tatus: Current Today's Date: Z!il/2023 Created On: 2/6/2007 7:55:50 AM �Description Updated: 6/20/2017 � Ownership Updated: 10/5/2009 Tax ID: 29764 DAVID E&EVALYN W FRASCH REVOC CHIPPEWA FALLS PIN: 57-028-2-42-OS-12-5 OS-001-000040 TRUST WI Legacy PIN: 028542125104 Map ID: :1.4 Billing Address: Mailing Address: Municipality: (028)TOWN OF SPIDER LAKE DAVID E& EVALYN W DAVID E&EVALYN W STR: 512 T42N ROSW FRASCH REVOC TRUST PRASCH REVOC TRUST Description: PRT GOVT LOT 1 LOT 3 CSM 4/116 #729 ^�a w wi��ow sT azo w v.a��ow sr CHIPPEWA FA�LS N!I 54729-2239 CHIPPEWA FALLS WI 54729-2239 Recorded Acres: 1370 Cakulated Acres: 1.237 r Site Address * indicates Private Road Lottery Claims: 0 First Dollar: Yes 14095N MATHEY RD CLAM LAKE 54517 Waterbody: Lower Clam Lake Zoning: (RRl) Residential/Re�reational One s-� Property Assessment Updated: 9/SO/2013 ESN: 401 2023 Assessment Detail Code Acres Land Imp. �� Tax Districts Updated: 2/6/2007 Gl-RESIDENTIAL 1.370 140,000 164,800 1 State of Wisconsin 57 Sawyer County Z"Vear Comparison 2022 2023 Change 028 Town of Spider Lake Land: 140,000 140,000 0.0% 501071 Chequamegon School Distrid Improved: 164,800 164,800 0.0% 001700 Technical College Total: 304,800 304,800 0.0% y� Recorded Documentr Updated: 10/5/2009 --- ----� �Property History WARRANTYDEED _ _____._...____-- —_ . Date Remrded: 9/14/2009 362668 N/A QUIT CLAIM DEED � I,, Date Recorded: ll/28/2000 287967 723/242 G�'l �� � � ��`S�`� EASEMENT ..-� (5 �. ��i�{,— Z-1 13 Date Recorded: 11/14/1997 264344 WARRANTY DEED Date Recorded: 3/20/1997 259644 598/419 WARRANTY DEED Date Recorded: 5/30/1995 248097 553/464 �O l3 X l b1 z�e�w. (��� w 1 l��� Wlc�. � � �J `f �l� https://tas.sawyercountygov.orglsystemlframes.asp7uname=Eric+Wellauer 1I1