Loading...
HomeMy WebLinkAbout010-941-23-4226-CST-2022-142 . � � ��I�I�AI. o r��. nR7A ^ ^H�\��,p—'r�M1� Wisconsin Department of Safety and Professional Services Page of l ' r Division of Industry Services (� �_, �sP= j SOIL EVALUATION REPORT '{ 'z��.��`, �`"�n�oY�l�4 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. �I Q ....�'14 j _ � — 4 Z Z� — Please print all information. Reviewe Dat � Personal information you provide may be used for secondary purposes(Privacy Law,s. 15.04(1)(m)). ^ 9�`��0� Property Owner Property Loca tion ❑ w 1 �I <<"c �. L O 11�"� Govt. Lot Sw Y,� Y, S ZJ T � ! N R Q � E(or)� Property Owner's Mailing Address Site Address or CSM and Lot#: �D�o l� A:r �--�' � Lof Cs�'l 3S,Z38 �_�31� City State Zip Code Phone Number ❑City ❑ Village �Town Nearest Road �Q �Qr'c� W� ,�`fS�f3 (63`f)`f`f�8 WQrc� 0✓1 �r or--� C�.� � NewConstruction Use: Residential/Numberofbedrooms�_ Codederiveddesignflowrate �� GPD �Replacement ❑ Public or commercial-Describe: Flood Plan elevation if applicable�_ft. Parent material SCs.r�,c�_4r4.�e l L�-, O J� W4_S� ��l f� i � General comments and recommendations: � ,-1 So'� �5 . S�S e� ��e�. 9S � Boring# (�� Boring / q �� �Pit Ground surface elev. Bb t. Depth to limiting factor � in./elev4D.�t�t. � ��S-�f sy�, g3 _2_03 Cg�- B3 -Z�a � 25 �.Z• Rat APPlication 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 � � -� -1,5 r 3 z — �S f>-S n�l w �J�-� �( /•� y � - Zb u �f ; - -rj 'r y a �u�� .� ��40 3 zo- � �� � y — S `� << �� f u F- -� !. � 9S—q `` � S r � S �f [c -� � � -_7 u �•�o � �..(_ �Boring � if Boring# �a r� ��� �Pit Ground surface elev.�. ft. Depth to limiting factor g� in./elev.9�.g 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 6 -9 -1� r 3 z — ( s o -S Ivl, c.J �d .Z (. (� Z _Z� �� �f 3 — 5 r< « h l� ,-t (.lo 3 zs -3 Z << _ S �, �� �� l� � .� �.� `f Z-S`fi �� w y — 5 'r �� n I� .-1 l•lP S'`f--R � `� Z � S r5 `� n � � ;� ►� (..6 csT Name MERTON MAKI si9nature 224901 �^ � CST Number Address 10869N SMITH COURT Date Evaluation Conducted Telephone Number (715) 634-8719 HAYWARD, WI 54843 S -3 6 - zz '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 � rr ' 3 Boring# s�� � �Pit Ground surface elev�-3Jft. Depth to limiting factor g8 in./elev.q���t. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlFt2 In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. •Eff#1 *Eff#2 I 0-1 -7.S Y z � — I S 0 -S w�. cJ Z --�_2Z k � _ k ., .� ��� •� 1 • 3 S ,,.�� .-( l.� 3 �-Z-y2 �, Y _ S �c �� ,< � �F� •7 l. � �-�- �F2 - �� �� s — r S � « « ( u� .`1 l. 6 88-qS '� S `/ �. ,� 5- « � u ,� -� '�P,7 n�P ❑ Boring# ❑Boring ❑Pit Ground surtace 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 k �� � = D -�-. :1 so' s = ' �r- � SD _ _ _ !3b - /'f ' -c c �. E-Z- T K � �' �� S:T l D -� .e ❑ Boring# ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in./elev. ft. '� �X�S���, fj�, �� ' I - Soil Application t } `� o-� Se . ���K 1L I��,.s -F�L��. o�' so�e�t�wL�G a �ate F 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 s ,' roc.(�- 3c! r � rh Y'� � �� �. Coa D K� �S — ZO� C' S -1- uS v� O�7 C'O�J vl v� D ( �7 C� . �r- d l.� S 2 c` �d� o o '►� �O �K � � �Lct -� i✓( �U ro Sc ,• �..,� o . K o�- d �e � � 6 ' � a d - a7� e r b �G e. . c�o .e. i v�sv �"�,'H. �l� C- o�-�- o S.T ����dY',� c�2 �'v r4. zo - 3 t� " � Z ►�.s� . � M "Effluent#1 =BOD>30<_220 mg/L and TSS>30<_150 mg/L 'Effluent#2=BOD,<_30 mg/L and TSS<_30 mg/L NO REFJNDS A�R � � ���t _ �,, ISSUE OF P�kMlT p��.� b?'��2�_��.�..__.s___ C�= , __g 3 c��_ — --_._ I� AUG 0 8 2022 ; j�lec�J �ic,r l d � ��t a( �y� SaWYER COUNTY �ONING ADMitvISTRATtON 0�✓�r : ��: W,l(�q w� S. L.6 yl�Z s4 w�I e�r l�n� f"E'c��c.J 4 v-c� T�.�I� �fl t��3 �.1 A,Y�d,-�- R� �P��J:' o t�- 4�l I- Z3 - 4 z-z-(o ��y �.varLl � t.� � S`fF43 Nw/St.� S�.J�SE. S� Z3 T �-Ilt�/ fLb44� �l.�. -11 S- 63'{- 4 K�S („_o�' I C S � 3 S�Z38 � 83 � � L �6F'� coo� To� o� Cor1L�t�rov� St Cor►1e�— ' B�. �iB•[L5 � \ Z. ��1_g / qa a^�I 3- �g.3S I ./? ,Z So�ls � s�s� .��. 9S� � ` n � �a.�.g e. g y,Z� --�C,�•S � ��°� �5� YLe� ST it.1 g7-5� ( . . .' . . . . 3 , � f z.g`l n,c._ � � 0 o "' 0�4,rw��'. � •S ' z � m � � 36� � � � � � o � � � ,� "�►ek-�o 5��` I° ,�, ` II J3s" ( 4 \ , �4 �ZP� / v�e(� i� 4��7 � � � + ' ��e � -8q '�er-`�"o✓� i`1,a.��, � � f� � ��� I�e�.-- � � �/ CS T L2`t a f�'( $ - �o - ZZ. S��e I �=`�o� � o io 1,p 3v vo' � � �� �_� � �I< � vu=c-. - CS".- :icv cvs:.R'^; �t�%�� Sys: - ' - - ,. _ - .:,,; Rat "i B a��,r,, — B ci. B�-' �{� � $e'.��' _. �— -- � j---- ---�--- '��� . � �--- ---f---- •----`--- "�' 'J S � `_�' #-- _ � � '--+---- -----{-'- /� `o,�� . G��'"i � � S' ��---' �� �-e.�_ � " � ,�,� i-'� ---1"-' -----�--- � ' I +---._ : . , ---�---- ---'-�--- : + . , i C�l'�--_ , __�_.__ o�..r`,--= {--- ---�---- ----�--- I } - -------- ----- --- i �` --� --__. ��� --- -� �I -- �--- - /� n - -- ' --- -----�--- � -- --- ,3 ` �, � , , 5 � � � -----�--- •-------� �- - � , , �5-�--- ,:---- � --- - � ; ; � --- --- --- -�-- � - ----�---- -----�--- � � _. ( '—�---_ - , . ;---- ' � , � _ �: , � _ —_ , � �, � ---=---- i ---- ___. --- r __ — -- °—�---- ( 5 -- - —� ' ---i---- -----�-�. --- � ---�---- --- --- � ---=---- -----`---• ' � t -- - _ --+--- �, ----- --- -�--- --- ------- , -----�---• , ,-- __. � ' i ' =---- I ----- --- ;--- ' � � � ' � -���'� _ Z � �--- _�---- _, .--_ - , �,,- . __ c- ; � . i_ _ ��" i � �---- ----=--- i _ { ;_ . ---;---- -----�---- , 1---- �--- � _ —�---- ��� �--- - � :__ � - � : � i _ _. . ---�---- •----- �� � --�. �'--- � i--• . � ----'--- � = ------�'--- t - � � � ---=---- � '----- �--- ��. --- — .,I v,i3 �--- . ` r r _ � ' ��..��' ,. w � '�, .. y- . :�,. � � -,,�' �, � - � _ '�•? i . � y � �d�71. ���.. r -} � � " 'r f ; Y;��. � �����1rG� � } Y �.� J,± tc * :,b '� ''�i::-_� � ,, � �'. ��� � / !-r � >�,�_,���R�'` _ _ ;-� ,�� ,�Vt�i ,::.d`�,�y -� � �� .� �r a��:�,a•'� ,'r � - -� ,,� ;�,,.�,.�`�:.. �:-,, � �,;. ,��� ��A �;' �'��V� ,�':+ �� � `q� � 1 Y �k." ,�Sy�f d1."S-� ��M` " � .. ��� � '� . t� � i� I` �� �,{ �` :� � 1�� �,"• �a� j� �� .�w.�� :. , ,� -� a � ,� i ` e�� ,. �„< ; . ���s:9���° �� "s, y, s- ,—^'r,.�. '��' � s- r� � ',s't,,.�,., f..` ` ` I�• sa ��-r,� "��Y , •',,\� +�/'i`�s �F `�``��,$� � " ,�,,.,:.. � .. � � .�� �� � `� y✓:,�• � , .,• w A�s� f �r � , , . ti, , �.�.�. �z '� � °� . � , �� �l � e:;� ��r� ..*"'C: �. � 'z1'��� • ?�� t ' `����t`��� � 1 _ 4.� 'i d �7 `. � Ct �` .<_�!�51 �i��� � . �t �-_� ���.�..r.. ���°��� '?�?�. � "�.',�. � � :' .i- ". , ' ,: �. ,�..'� - � ; �.., � C .. �-,,,{ � � � .� � � � � �. �y . � t� . .� iF 2` '$'�t„�"YL �}�`j�` �' i- �r ��_ '�� ��\�, �F ,� ��tr+! _ � � F �_ � L` 1,. _ . ,.. � a,��\ �-- ����... t f 1 r''.r. y` ����i F�r�t� �1 � a. _ `�� i �� ��,` � `� - J �.� � aw..�:14�� '� x + �:i � -���� � � .. ��. •�,— -..,.' n F _' -.. �� t��� \ �� � �` . " ��..l� . ._- __— ___ t .. f .`-�. � ` �.�-�_ ' - 1 - .._. -._ ' . .. -' _ -� � � 1._ ' �-.. . _ . � - .-�, {-'—,.._ ,. . .._ ""'�" 'lJ5 . , - . � Ji �. . -. • _. _ - _.. . . " \�` '� .. . _ .. ' �. K� � ' �; ���" ���Iii��. � �� ^\� �� .f�. � - . �� t \ � � Y \ �,. /� � \ v ` ' j� Y / I �' �V ' _ `--� �.� ^ ' � : r "� '4 ' ` �� � i . . . ���-{�`�7��h �� 12(,��._I'''_.`-'^�; � IJfi7_J . '�,s . . � y -:-_�.. . A� - �'u.p �, •-° .. . ' �_��'�-,.,.Y�� :, . . . . � l`: i,/7 n..�_ � � . .� . . .. � . '�� _ ' . ���� � — > ' r1 t . - ' 1" t' - _ `k ��• " - f1 ,� �5 5 � � . ,a' +� �S � '� � . ����' % , J I�R ��`-��1 J � • ST. � `� t �L _1� }. . :' � � ' `1I1 [_ +��1 r, {L . ^T. �x', . r._ �--.4 _ 1( c . .{ . �j�.. .,�..+�' .. . �•,.: '-`�:i:. }� ; i . � 'F`, � ,�\. �I �' y- �j �. g•,r� ���r — k.. ' ��' i .. , ' E t .5 n E +.y� . � ��. . �, y '��'�,�' � ��.� }-�:.:.:` ��- r �;`✓,�' ,. ` � ' �',? _ } � �i�V. � � `i�'y ��+ � � '?:��. .{`�!' �l �` 1 . � _ y��,,�� i . � vt.� ` -.'.�?�'� b rr �' � "�� t r � �- �:'t�� �.w,l .�� 'n �� � r.J`. � r�• � � _ r.11 ..'"t '�,� w++'�� z. ._ 4:��'' � �. .,� - •�'�f �^"'��' ��. � � !i 7 - �: ,t �� i- pa � �4 �.r. '' I�, i F��_ - �� . �'"r � � �__' , - �- �� ,� - �� : � � ,�� ��;� .�T ` �;T, � Y � '� � ..i.,- � f• 1+���L ��� � �� � �: y�. 1;Y F "h�, Y_ r �.� � - ' I �F �I � �.� .-l_ 4 Yx �' •'R�'. S ���'�y,jg� , � q � , f t� "�'. ':\ �� 3 '4�:T���`�%�i; : 5 � y � � �i"r i�� I i '.J. \ ., ��. •�.Y .,yfi. , f'F�+�� . ''"ir ,�'J�`rl�� � �,r f .; � ` �` y} f' �' + ` 4'� �' v1C �.. , ! .�i '� , ' "� .:� . Y" +t'� R - � .alu�4�l. . � .::'x.::, . . . . _ �b. . 1�� . _ -_6�'�i�t�� �� .� �y . . i . � ..,-r1 � �� � ��! �g� � .y 1 , ��� ' � �'"'� -�� ,�-�:.:. � , .i;� y ...,-� ,'h. '��> p� __ - � - . . '+"4ya� � a � .R�. . _ . . '�� � E { • ��_ . + yd� � • �i'-�` :, F C� +� 'I. ..q�i• 'n , _ � �� '� `' . _ .'R ' _ , J"�{� ' � �lV.n f l.y � �`� . 'a , " �� i . "'. '^'V}��S°`+',_P..,�...�5t�, �` _ .� - ��.l �.�R' �� �'� ` � �� x .re%.. , -� - � . "1'�1'Yr' , � . �' � R-:' '"��.Y�4v��H .;� -. � � �k`� iMi . �y "�� � -c�r,�'.�y :,. '',� ,`L ``��`Y.s.:„�,rr, .'�� i li(l - +,. - � -'` r'"`�- rt a�''. +It �� . 4 R� ' , �}. �� �� ' .it++`� ` � �."-�wr�waE. � :� '+�yw . . . � � C ��-'� r�'4�. 'l•'• e�d„�1�, . y..,�� .n,g, � '""'e'�. ' � :� t"��'"�',•r ;�x . ' . `�P'*kA„�4���: `v -`"sr.:- h R1�^ .. . ti .:�i t. . = ry , ,k�ik�� , - - � ''"�„'�.y-�{���; . ._ �,� ,. �>�.?�:�_ �'m,.w, � . / - �Y "�t'l� " � "?+,a „� � .. F ' — ' � 'r.: �. Y - •f f .• 4 ...�5',i'4r - � ! - -, .'•l 2 4 '�. I .vy5, "� m3.jp. . �3 �y��,� � . 1�.� 'l.l; � .�t�Y.R 1-'•�l�L`_ "ry' FZ . t Y `.i .. .. ; .:Y^l-+z. . +. +�rx�"_ ;r�'' �;. ' _ . . r . � ;c; � �:�.o-"� -� ��. - .�. • . y '.. 'd -+�.� . - t � , � _ ' .�.� , �f"��.�.a . - _ . _ . ' , ' , .y� . . _.. . � k M1 . .: � � � . �' ' � '.. .. . . � : � � r. `� - .' `� . � - _ �._ a � � ' 3 ,�`,.. . . t` .,� - , ��,�� i`i� _ .. __ . �. ' � .. .. � .. • �. ..F . . .. . . . �' � - . . '• t Y`�� -t ~ " �. � . y ` . ... R '' . _ , d ✓ . . ,�� � . . . '."� ,�r �,. . . �a'�L.a� .��. r> � . r� :, � . ' . . . . . . . ) � . � � � '.' h .� U . �[! Y� . � 4 �� A ��.� .. 5 � �����. l. 'ST.�. . � .. �. � �. � ' � � _ ' t� . . . ..iWN,�. t`p"�.��.. .. ... � ..ifk' `+�3 � �, � h� .._ �u _{'' Y � '•� � V. il �J ,{� � . . . . .. ' {'r . ' ' i�F.V"1 r�'f��*'��l'�` .F g.�..,:�t. . Ga' .. �. _ i.: 3 ♦ . ' . 3... . . � . , . ' 3 . Kf _ -. ... � �p. 1 � . - � �. . . ,. y Y . . . .�.%� � ..�� ' , ' ..-. �b!. A . ..". . �. � . . � '-0F . ..1 ♦ X r y .. ' . ,f4 � • � < k3.' nRCx`,. . . . ' . "' f . . .. . . . . . ., _:r�.: - r.'... . .. Y' .. ".�. - . .� -;# , 1.5`-k.,� .. . '� �+��' .i. � . . _ a � � - �-•.�•y . ���' ' . -�, ..,. � . y. . y . . . ♦ �� . I '�4� .� ��.� ` .a . 7 � � . . + i+ ' ' �.a � k, -. . � - � , a�_S . _ n � - . _ .o . S� 4 � � � � � �� , ' Y ' < �( ' .J ! . ::y �t 3 . .. . } .-��t . . f" ..., '���'_� y �� x � .� . • . . � . . � . r . . •�"i-�i R �zi�° k � , ` . ' - yX R 'l� t • .. . ,�y.•r� ��. n �` p ' . t i 4�. ' � . . . �e� , �, . . . : '�' .^.r � . .,. I . , . .r F . ' .,. - a -a� I � � �:� . . �_. r� ?s ..� . _ . . .,, . . ' ��, . � . .�.. .. i� r: ._ . . .. . !��.,, �� -r� . . r s �a'a - . , �. d . . F - . .'s X4 '. . .� � . � � � .. . : . � . � .. ro� ... �c . . . _ , . _., .._ . _ .^ _ . . '„4 � J y � L� l �! . y � A� : �y� . .jN� ' . � �' `'r! ' •il� . ' � �6 f� �.'. d L' � 'f}. " .,y�...G2!. - ' TM . :t - . .. . . . - _ �� �.i s, � ;�.' . . . .={t. . � . . . _ '. • . . z' i . . . , . . - �- - ` � -}, t .. . . - .. . . � . - . . ��� - N J • j��. � , .- .. . - .. . . . . . . .. . .. .. . _ o��. . Map Unit Description:Lenroot loamy sand,0 to 3 percent slopes---Sawyer County,Wisconsin Bill Lontz Sawyer County, Wisconsin 771A—Lenroot loamy sand, 0 to 3 percent slopes Map Unit Setting National map unit symbo/: p16p Elevation: 600 to 1,600 feet Mean annual precipitation: 28 to 36 inches Mean annual air temperature: 39 to 46 degrees F Frost-free period: 100 to 150 days Farmland classification: Not prime farmland Map Unit Composition Lenroot and similar soils:85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Lenroot Setting Landform: Stream terraces, outwash plains Landform position (two-dimensional): Footslope Down-slope shape: Linear Across-slope shape: Concave Parent material: Sandy and gravelly outwash Typical profile A -0 to 4 inches: loamy sand Bwi -4 to 8 inches: loamy sand Bw2-8 to 14 inches: loamy coarse sand BC- 14 to 21 inches: gravelly coarse sand C- 21 to 80 rnches: stratified coarse sand to gravelly coarse sand Properties and qualities Slope:0 to 3 percent Depth to restrictive feature: More than 80 inches Drainage c/ass: Moderately well drained Capacity of the most limifing layer to transmit water(Ksat): High to very high (6.00 to 20.00 in/hr) Depth to water table:About 24 inches Frequency of flooding: None Frequency of ponding: None Available water supply, 0 to 60 inches: Very low(about 2.8 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4s Hydrologic Soil Group: A Forage suitability group: Low AWC, adequately drained (G090AY002WI) USDn Natural Resources Web Soil Survey 8/2/2022 � Conservation Service National Cooperative Soil Survey Page 1 of 2 Map Unit Description:Lenroot loamy sand,0 to 3 percent slopes---Sawyer County,Wisconsin Bill Lontz Other vegetative classification: Low AWC, adequately drained (G090AY002WI) Hydric soil rating: No Minor Components Mahtomedi Percent of map unit: 10 percent Hydric soil rating: No Meehan Percent of map unit.�5 percent Hydric soil rating: No Data Source Information Soil Survey Area: Sawyer County, Wisconsin Survey Area Data: Version 19, Sep 9, 2021 USD,� Naturel Resources Web Soil Survey 8/2/2022 � Conservation Service National Cooperative Soil Survey Page 2 of 2 Soil Map—Sawyer County,Wisconsin 3 � (Bill Lontz) � �v'�-��i .riq+�.��, .. at3°n� 5+=_x730 6?4970 620010 46°i'T N � ��e+v ' . � � 46°1'T N �� v°;: �'�� � �� ,..�-. . .. .. ...y� y . o- . . ^�� �`���. �. A�� Y � � ; � - -:i;� a t� . �. , � � �', _� ,�y`� 4�'.'� b�.+ � � I ;Y . �l � r . Y�uSy.�' ' _" , � '�1� ��� . � � ��I �----- � 1 � �'3� _,�, �� � � g �� � �, � � . �� - � � � 6. �o �� �`a ,;, ,�.,. .�J �� ��� ��� �� �7 ��� � � �.g��`.�i •� % .�'.:�.c � � i �� � ��'�� ��-� �:� � " .. . , . .. . _ , ,�,p ; e. . �`.. � - � ,. � � ',.� � '� .t _ @ �` � � � �a --.i, -� 'z �g'4'�` a � �� .�r►. .i` • r•A,:f� j �Pa ;"��A�� `"��v�,� �'� ` � �: �s P: r.q ` � � � `..,f 1 ;� �` �� , � r�" A�� ^�'° ;r�� ,���'� �� y�.. ♦',' � .2 +.ae M� .�:�: yyp �g� ,,� ,..� ' ` � nk ����I ,� � 9. ��+� � ,; 4: �:' �" { l �FrX+t �..k� — .� � �.c*� x '� � •. ��/ _ � �� � '� � � .f: .�` 4 3r �.'. _ ,'E� �' F Q�,; �-q��� � w . � .... �.^ � ,�; ' � , ' x. . "Y.. y• . `t`�rw� "y��. r��� y1 � P £..�,�tk' ^°'j�"3� �� „� � ��'�'�a�t � ���+ � �,.�n - � �;•�:si.s,� ,;� �i;���� . � �..: i r ,� ...: ' "T �.' � / p�� g � ���y Y . ��t '��� I� M� '� � � �`�� �„ _ ;� '�'� � �� r.�'��.�: �� r�•%� � � 4�;� �ry ' �' k�. � •� '�`� . :.� ;� � � r *�;� ����� . � # f' � � �x-� �` ��� _ �� ���x} .*. $r.f`��j��k w��ti� � � � � ,� � � *# r` . - �� �M :� _�= �, ��' :� y ,� �� �.�_ s.. ; ����� .� �r- +Mt'. ��i �1�,, �� r �;� h"`, � ! , �, Yd ,��'p"�s"�� . e� 4��� xng+. n . y� �° t . ' � �"i , ay �£ r�. � ��,�w. ����` �'��z+s�i �� h' 'r �� . ��' ��"9►� � . �]I�' 'y.��. Soil M,��a m�i'y n�at li� valid �it I�liis sc�I��. ( -��`...�.-� � "w _ �� . � .w.� 46°0'S5"N "�� � . �/ , . . _ •� . - . , ' q6°d 55'N �' b�JT.':) 619810 b1a:'�0 619E50 61�73C o15970 fi1(J010 3 � � Map Scale:1:1,780 fi printed on A portrait(8.5"x 11")sheet. � Meters � P N 0 25 50 100 t50 P A �` o � ,� � � Map projc�ction:Web Mer�tor Caner coordinates:WG584 Edge tia:UTM Zax i5N WG584 USDA Natural Resources Web Soil Survey 8/2/2022 �� Conservation Service National Cooperative Soil Survey Page 1 of 3 Soil Map—Sawyer County,Wisconsin (Bill Lontz) MAP LEGEND MAP INFORMATION Area of Interest(Aol) � Spoil Area The soil surveys that comprise your AOI were mapped at i Area of Interest(AOI) 1:12,000. � �} Stony Spot Soiis Warnin Soil Ma ma not be valid at this scale. �� Very Stony Spot 9� P Y U Soil Map Unit Polygons Wet Spot Enlargement of maps beyond the scale of mapping can cause ,y Soil Map Unit Lines misunderstanding of the detail of mapping and accuracy of soil ,; other line placement.The maps do not show the small areas of � Soil Map Unit Points contrasting soils that could have been shown at a more detailed .� Special Line Features Special Point Features scale. V Blowout Water Features Streams and canals Please rely on the bar scale on each map sheet for map � Borrow Pit measurements. Transportation � Clay Spot � Rails Source of Map: Natural Resources Conservation Service �� Closed Depression Web Soil Survey URL: ,..r Interstate Highways Coordinate System: Web Mercator(EPSG3857) � Gravei Pit US Routes - Maps from the Web Soil Survey are based on the Web Mercator „ Gravelly Spot Major Roads projection,which preserves direction and shape but distorts distance and area.A projection that preserves area,such as the � Landfiu Local Roads Albers equal-area conic projection,should be used if more Lava Flow accurate calculations of distance or area are required. � Background ,� Marsh or swamp . Aerial Photography This product is generated from the USDA-NRCS certified data as of the version date(s)listed below. a�. Mine or Quarry Soil Survey Area: Sawyer County,Wisconsin � Miscellaneous Water Survey Area Data: Version 19,Sep 9,2021 � Perenniai water Soil map units are labeled(as space allows)for map scales Rock Outcrop 1:50,000 or larger. + Saline Spot Date(s)aerial images were photographed: Apr 1,2021—Oct 1, 2021 Sandy Spot ° ' The orthophoto or other base map on which the soil lines were �, Severely Eroded Spot compiled and digitized probably differs from the background Sinkhole imagery displayed on these maps.As a result,some minor � shifting of map unit boundaries may be evident. �. Slide or Slip � Sodic Spot USDA Natural Resources Web Soil Survey 8/2/2022 � Conservation Service National Cooperative Soil Survey Page 2 of 3 - - U 1ii1111�111111�I�IIIHll11111 O 413935 Tx:4007874 PAULA CHISSER REGISTER OFDEEDS SAWVER COUNTY,WI 08/20/2018 09:00 AM RECORDING FEE 30.00 PAGES:4 SAWYER COUNTY CERTIFIED SURVEY MAP LOCATED IN PART OF THE NORTEiWEST QUARTER OF THE SOUTHEAST QUARTER, PART OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER, AND PART OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER, OF SECTLON 23, TOWNSHIP 41 NORTH, RANGE 9 WEST, IN THE TOWN OF HAYWARD, SAI9YER COUNTY, WISCONSIN. INCLUDING AI.I. OF LOT 1 OF CERTIFfED SURVEY MAP No.7890. RECORDED IN VOLUME 32 PAGES 240-242 AS DOCUMENT No.384384. 3� `�1 i 3� LOT 1 6!l M 124,996 SQ. FT.3 0� � / � 03 2.87 ACRE3t / W a� �T� � �� I � OEED � ��\�G,O��/��` �1 � � l DOC_No_142783 ��Z `\��\CJ�'...N�as'/Iyll� 1� \ eT �\�l / � . �a � a�`JESSEB� � �o w�i � I o SUZAN ' � �; � o N c� �s 5-2635 ••f�"C� l ��/ r 0 0,,,�, - . HAYWARD . = 7 m ?�-� ��9.WISCONSIN '�� I i / / �^.,� %'Yo .�:;y0�� w� p z N /��'S(J{�i` NA]Qi'��R I � /� EAST 1/O CORNER L�� S6C.23-41-9 f.� // / FOUND 2-f/2" W N O_/�_� L16 . CAPPEO IRON PfPSr �o � , I U�� SEPTIC DRAINFlE�D kL14 p I � I �w m EASEMENT. SEE SHEEf 3 �y� N OF 4 SHEEfS FOR DEfAIL. �^.�0 J/ / � �� 2��� 4��� if����� � � LOT 2 i � � 50,940 S@. FT.f i � rC•J�l.l7 ACRESi� � I SCALE IN FEEf 1" = 200' ,� ro�T��, o a>>.sras-w I G ' O0 � ca�io � NOTE: THE ORDINARY HIGH WAiER LINE OF � �9'3 I THE NAMEKAGON RIVER IS APPRO%IMATE �� \ i AND IS FOR REFERENCE ONLY. �f iU ANY IAND BELOW THE ORDINARY HIGH 'g��'T w �^' I WATER MARK OF F LAKE OR NAVIGABLE �J� j I STREAM IS SUBJECT TO THE PUBLIC TRUST � IN NAVIGABLE WATERS THAT IS ES7ABLISHED LpT g � N��� Im I� UNDER ARTICLE IX, SECTION 1 OF THE � STATE CONSTTUTION. 97.557 SQ. FT,i *�i a l� I - �oo 2.24 ACRESt � a�I�� II OUTLOT 1 �u m I� � C.S.M. N.7890 _ �m LEG EN D �"-� P L.S.S. Corner Monument �''� 0 of Record as noted. Naaisfucory � �`I � I�s� �m m Set 3/4" x 18" Iron Rod ��R I wt. 1.50 Ibs. per foot. • Found 3/4" Iro� Rod �r I s I Yw� DE6D i � �� 1� i DOC_No_142789 � � Found 1-1�4" O.D. Iron Pipe �yF� i � i � � Found Survey Marker Nail "�"�""'s" � I I 0o Septic Y'� Z � I � Well ���� � (xxxx) Recorded Data 4P6EAND VOL.J59VPAGE7160G764 Y 41' e o Ig I IN REGARDS TO AN EXISTiNG DEED �1 � � AVIGATION EASEMENT. OOC_No.f08Bf1 I11�I I JOB // 03818 - � Prepared by � Jesse Suzan Land Surveying LLC {�� SOUTX6AST CORNSR � Phone No. (715) 634-0774 r� SSC.23-41-9 ��� FOUND!" O.D. IRON PfPE I 13731 W Sjostrom Circle ewsr f/�s CORNER HO ard. WI rJ4$4.3 ON SOUTH LlNE �_N8�'48'S4'1V 1312,08� � Y�"� SEG23-41-9 -----'_�- Sheet 1 of 4 Sheets CSNI#'8 3 1 7 "3935 ,°" VOL 3 5 p� 2 3 8 ' 8/2122,7:55 AM Novus-Wisconsin Access rev. 13.1108 Real Estate Sawyer County Property Listing Vroper[y5[atus:Currenf Today's Date: 8/2/2022 Created On: 1/11/2019 9:18:15 AM �Descripfion Updated: l]/4/2020 �Ownership Updated: 1/11/2019 Tax ID: 43445 WILLIAM J LONTZ HAYWARD WI PIN: 57-010-2-41-09-23-4 02-000-000260 Legacy PIN: 010941234226 6illing Address: Mailing Address: Map ID: WILLIAM J LONTZ WILLIAM J LONR Municipality: (OSO)TOWN OF HAYVJARD 10643N AIRPORT RD 10643N AIRPORT RD STR: 523 T41N R09W HAYWARD WI 54843 HAYWARD WI 54843 Description: PRT NWSE, PRT SWSE, PRT NESE LOT 1 CSM 35/238#8311 � Site Address 'indicates Private Road Recorded Acres: 2.870 10643N AIRPORT RD �� � HAYWARD 54843 Lottery Claims: I Firs[Dollar: Yes Waterbody: Hayward Lake J Property Assessment Upda[ed: 7/9/2019 Namekagon River 2022 Asse55ment Detail Zoning: (R-i)Residential One Code Acres Land Imp. ESN: 444 G1-RESIDENTIAL L870 72,400 97,400 � Tax Districts Updated: 1/11/2019 Z'Year Comparison 2021 2022 Change 1 S[ate of Wismnsin Land: 72,400 72,400 0.0% 57 Sawyer County Improved: 97,400 97,400 0.0°/ O10 Town of Hayward Total: 169,800 169,800 0.0% SR478 Hayward Community School District 001700 TechnicalCoilege ���Property History . Recorded DocumenLs Updated: 3/25/2013 Parent Properties Tax�ID 0 QUIT CLAIM DEED 57-0104-41-0943-4 02-000-000225 43444 Date Recorded: 2/ZS/2019 416663 O CERTIFIED SURVEY MAP Date Recorded: 8/ZO/2018 413935 O CORRECTIONINS7RUMEN7 Date Recorded: SR4/2013 385223 � AVIGATIONEASEMENT Date Recorded: SR3/2013 385195 � QUIT CLAIM DEED Date Recorded: 12/3/1993 239235 523/283 � WARRANTY DEED Da[e Remrded: 2/24/1975 150552 258/222 _._..— _—__.—_ _.__._ HISTORY O Expand AII�History White=Nrrent Parcels Pink=Retired Parcels �Tax ID: 12641 Pin:57-OSO-2-41-09-23-4 02-000-000110 Leg.Pin:010941234211 Map ID: .14.11 O 7ax ID:41536 Pin:57-010-2-41-09-23-4 02-000-000220 Leg.Pin:010941234222 Map ID: .14.22 O7ax ID: 12653 Pin: 57-010-b41-09-23-4 03-000-000050 Leg.Vin:010941234305 Map ID: 15.5 O Tax ID: 12645 Pin: 57-010-2-41-09-23-4 02-000-000180 Leg.Vin:010941234218 Map ID: .14.18 O Tax ID:43444 Pin: 57-010-2-41-09-23-0 02-000-000225 Leg.Pin: 010941234225 43445 This Parcel Parentr Children https://taS.Sawyerwuntygov.orgllAccess/master.asp �/�