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014-941-09-4202-CST-2022-240
.- . D �'L� , ' ,�RTn��ti� �, Wisconsin Department of Safety and Professional Services Page of V , � Division of Industry Services �'{ `ltp= - SOIL EVALUATION REPORT ' ' '1��'`"�ri��'��^ In accordance with SPS 385,Wis.Adm. Code SAWYE R � County 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. � _, Cl�L -- O�-- �-�-Z(5 � � Please print all information. Revie d by Date � Personal information you provide may be used for secondary purposes(Privacy Law,s. 15.04(1)(m)). ` �( Z � Property Owner Property Location � LarSa� �4m,� ' �f'O G�r'� 1 CV5-r Govt. Lot ��'/, S� '/, S �Cf T 4 j N R �-�[ E(or)�V Property Owner's Mailing Address I Site Address or CSM and L t#: �-143 l ►3 o vt.� .l3a. .�LJ� Su.t � S�Z- �0�.� ��.r� � City State Zip Code Phone Number ❑City ❑ Village �p Town Nearest Road '�S �.K s '� L 3�(-►�`f � � e►n r o o�' �'�'� 77 Z-7 [�,NewConstruction Use:�Residential/Numberofbedrooms Z Codederiveddesignflowrate 3�QPD ❑ Replacement ❑ Public or commercial-Describe: Flood Plan elevation if applicable+S�. � � Parent material O�GC�c. � � (,1 � � General comments and recommendations• � ,'T $o: �S , S�-f�e �. ci3 � r�K�C �? l.s, -�'t`t � � Boring# So V'�� ❑Boring �6.5 u (�Pit Ground surface elev. ft. Depth to limiting factor ��Z in./elev. ��ft. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 l D --1 �S L — ( 5 6 - i,J z.�f� �-( �• Z �- � k � 'F — ( S '� �� �� Zd� .'I �. 3 16-�8 � 4 3 -- s '� �� r�� .-c c. `-f `f$-IO << s 3 -- S �� .� � (� •�l G.� � Boring# ���, ❑Boring �Z �b�l g�Z� r �Pit Ground surface elev. �. Depth to limiting factor in./elev. 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 � � -� �s r Z � S �, Zv� .� Z �_ �� �t 4 y � �l << <( Lu� �( L. l g- �f �� �t ; � �t '� �� l��� �l L. � '�`�-t « s 3 � S < << � [� � , l.(v CST Name MERTON MAKI Signature � � /� , CST Number 224901 c�6�_ Address 10869N SMITH COURT Date Evaluation Conducted Telephone Number (715) 634-8719 HAYWARD, WI 54843 q -- Z� 3 O - 2Z` 'EfFluent#1 =BOD>30<_220 mglL and TSS>30<-150 mg/L 'Effluent#2=BOD,s 30 mg/L and TSS 5 30 mg/L SBD-8330(R04/21) Page of_,__ �� �Boring � I 2 I Boring# ��N�� �Pit Ground surface elev.�6•�� Depth to limiting factor ��Z in./elev.�7•Q� f J I 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 ( 0 --1 �S v � Z � — L5' b—s c,J z� , (.6 Z �-Z ,� `� — S << �� �� Zu � -f l•� 3 �t_r� �• v� 3 — s �, u ,� c�F� � L.� ❑ 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 �-- X � � � = 3�U �, .`7 " �--�Z 1 Z-� =- Z - � _- z Z �-I�� er s r eL T�r- l 1 ecL -� c�s 4(�� � �E Z-S — E- = q O — CO O -�-a-�- '�e Z- T r � o� 5"r -1 d -k- 1� ❑ 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/Ftz In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. ~E{{�� '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 � '�`���� ��.� � � L Date i� �IS �a � - .,� ; chk#�3�� -�EP 3 0 2022 ':-- ; RCpt#�ew v r l d � `-I I 6b SAWYER G:-'. ^ _zONING ADM►N���;S„—: �:sv ewv�er: � Larsov� �awi,�.� {��ope.�-'E-�l r�s-�- 5¢w.�c� Co./ L,eht'oo�-"l�w� �53 � 8ov��.-�, g4y at��. sc�;�l-e. 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J^' 'J �°'?'��'�L�'' ��.��3.�:�s .�.,... `=`���. `��da��s ����: �1�������� ����3 -� '�. �,� ' s�:��:3� /��P �€� ��a� ���.���.:�v: �escript�or� ���ate�: 2fi�,°2�2� �wne���a�a Upd�ted: 51�.0/2021. __ _ _ _ Tax fD: I78II � L.�i�501V F�NilLY BON(TA SPRiNGS 57-014-2-41-�9-a�-4 �2- � P4�OPE�31f T�t�35� FL PIN: 000-000010 � 9CEN�i�'��-! � & Legacy PIN: 03494109�2G1 ������� Map ID: .I4.� � ��'��� Municipality: (014) TQVII� �� �.E�1��s� STR: 509 T4�!� ����"� �i����a� ����ess� �aii�r�c� �►c�dress: �escription: �lil�SE �,���� ������ ���t3lV �ANtLLY �RO��R� '�'�itJS'�' �R�3��R'i'Y SRUST �ec�rded ��.oQQ 433�. 30s��i� �AY �93I BQ�(TA BAY Ac�'as: �Q����,���$�' $��L��i'ARD �t��er�y� � �u�k L ��s�:c ����� �.3�32 Claims: 3Q�l�� SPRI��S FL BQNiTA SPRINGS FL �srst Dollar: Yes 34134 3�134 �llaterbody: Littie Round �ake Zoning: (F-1) Forestry �n� Site !�►dda�ess * indicates Private Road _ _ __ _ ____ _- --- - -- __----- ------ ------ ESN: 400 11453lV STATE F�WY yAYWARD 54843 27177 Tax Districts Updated: 2/f/200� __._- -------- _------ ______ _ ._ __ _ ___ __ __ _ 1 State of Wisconsin Property Updated: 9/26/2014 57 Sawyer Caunty Assessment _ ._ _ ____ _ ..._ _ _ _--- -- -_ _ __ _ _ 014 Town of Lenroot Z022 Assessment Detail 572478 Hayward Community Code Acres Land Imp. Schooll�istrict Gl- 4.000 8,000 426,000 001700 �echn�ca! C�llegE RESlDE�iTIAL G6- €tecorded �RO����;�fE 36.000 78,800 0 Documents Updated: 4/2:�20�� ����cT ____ ________ __ WARRANTY DEED Date _ _ _ _ 2-Year 2p21 2022 Change Recorded: 4/1/2013 - - Comparison QUIT CLAIM DEED Land: 86,80� 86,800 0.0% Improved: 426,0�0 426,000 0.0% Recorded: 4/3/2987 -_-___— 4011482 Total• 5�2,800 512,800 0.0% Property History ___ - --__ ___ --- _ _ -- N/A / :� .� �fl � ; `�. ' . � � � � �' ` ���i .� -� �t������% �� ��� ��,�` `�.�' • . P��1Ji�s ��4a4P��s�� 7 � � �Gx2= ���a89a.�"i�s��`�S� �,.—��.��o ���.�f����-.�������o��� �0594 ��a�� �tr.�t � �o�� ��:� ��� m ����=���rci, �`�"� ����� Hayward & Lenroot Township 41N - Range 9W Copyright'��J 20!9 Yiapning Solutions 15900W 15500W 15100W 14700W �7100W �67v�W i 6300W SEE PAGE 8 AC C IebJ�� �Jr-� 1 � .... rp . :^SEYYPesm23' CM� : ;�i8 1 \„�-+ o��Jon 8�dsnu &I � Crag&4ed of 12 �'m,As1�leYA�. 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