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HomeMy WebLinkAbout002-940-15-1203-CST-2022-071 , � ar� g • � �``��.pnarnq'M1.�,,.. p •7 ����:�xFR����... 9 V; V�: � Wisconsin De artment of Safe and Professional Services Pa e of Division of Industry Services � �;=t`ti p= ," SOIL EVALUATION REPORT �___. � (J�'-�' r��`"�n�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. Q�Z,—�'/�{'p — �S-- � Z O 3 F'lease print all information. Revi�d by Date Personal information you provide may be used for secondary purposes(Privacy Law,s. 15.04(1)(m)). � 6 b I2� Property Owner Property Location ❑ � er-i- G• �-��Lc' Govt. Lot N(,�J '/, �t %< S �S T �-{[� N R ��( E(or)� Property Owner's Mailing Address Site Address or CSM and Lot#: N s c �tW B.� �o�- 1 cs z�/sz � �Zay City State Zip Code Phone Number ❑City ❑ Village �Town Nearest Road .`�o Lake, � 1 �ys-1b c � �ss L��e bn �awl� �r�.h l� . �New Construction Use:� R��sidential/Numberof bedrooms� Code derived designflow rate D �GPD Replacement ❑ Pi biic or commercial—Describe: Flood Plan elevation if applicable ft. n.�O� _/a�d�,--r'l[ -� Parent material_�<'Q,V e �T_�V� W�-S V� $' General comments and recommendations: .7 so� s �- Q [. ��-` r�� e 4 Z,s`— ��.s' ❑Boring �� j a Boring# �t'�, �Pit Ground surface elev.'�(�•6Zt. Depth to limiting factor�Qz 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 � D- $ �•S r 3 a — S � �.rh Y- �✓ (,J ZUf� �(o l .0 2 � -?� << `t y — S f �,w.sb � r�►�,.�F� �� L J�C . (0 1.(7 3 zg_6 ,� s -- o - uh l �� l�F� �1 ►.6 y' 6p_ r0 �� �r � � r5 �� ,� — — -1 ��� I L I Boring# SOV�"\ ❑Boring t! I � I �Pit Ground surface elev�•��. Depth to limiting factor �VZ in./elev.g4.3 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 � 0 � �.s r 3 Z l"J � z,M �r-- � �v' (,e.� J�[ � (e �,(� Z —ZZ �, �f � — S I Z MS� �� tr Zt�Ir� •�p I,D �.z-3�a �r �.- — S 1 �� « r� l�f� �(o l.0 36-10 �, �f y — �S - rn — t�f i .(p csT rvarne MERTON MAI�CI siqnature 224901 ��� � CST Number Address 10869N SMITH COURT Date Evaluation Conducted HAYWARD, WI 54�343 5— Telephone Number (715) 634-8719 30 � --3 -ZZ' 'Effluent#1 =BOD>30<_220 mg/L ancl TSS>30 s 150 mg/L "Effluent#2=BOD,<_30 mg/L and TSS_<30 m /L 9 SBD-8330(R04/21) Page of � , Boring# �p� �P Yring Ground surface elev.�ft. Depth to limiting factor �as'`in./elevg�•3-�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 _� -1,S 3L � — S� �Wl F- �uv'Elr- W 2�� �� �,d Z �-3b « 4 3 — sl zMsb<< �� '� 2��-F •� l•U 3 3o-tOs w �t - YS o -� ►'�, — l�� •1 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 f � X 1 So � 6 a — ,1 S � s = 8s c � Y � � z. S 3 = a� C�e T r ZZ. � 4 S � ' L z o � .� e ❑ 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. •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 s 30 mg/L oSP� � ����`�� �uN f�M D N�PVE�F p �ss 1UN 0 6 2022 ��wY`���'�r�T710N ZOlvtidG'ADt��1��5TRA a w e v- : l�' _��-____ `� I/ T f\OP�r'� �. `C4l V� e �r SQWNfV� vV. �SSS �GL�`2 `� � 5.��3 Co �t}-���� �r N - � Ooz-`�y o - lS — t zo3 S-I-o vt e L��e�t,J t S�(-8 Z(o �t,�`tJ� S !5- -T' �l O i•J 2 �q c..� s��� '• o � �-4-��.,� (G l-�a.�e„t l� c. �.,o� ..l_ C S'►�l �- �/8 z � �l z�`f � � s�l l ►ov� nc►�, r� bboH 30�� Sos��e ��o�� g435Wooa, �CQ,�, ���_ �{�, � � B�►�( 2 tvo', u�r�� l � r� 66a� 46�'v� a �o � � �n so�.s:�� i 3�� m4Ple .B I. �?�.�Z� , Z• 4 7. 8 �`'�e t�o� �1�c c- 3. �8 •l ' ��.�'` �`�.��,._ � ,-� So: �s sys�.e�. 9Y ' �5,-- z2�.4o � *, �a -!F f ec����'c s jJ.� ►w�-v� �o- 3 -zz' or �o +� ���� �-o v►�e�t CO�e S�l�kS � 3 . / � ��. � �g�� 4 ab' � ♦� 1 • � 6��I \ 2 3�� �ro � � , � �1 \ 2 � g�-ra°�°` L � +szo �-a.w I� [-l�au e►•� D c. en c� �w��" �b� �Cz `v� F� ��'�- � �'=� � � 1 a � l . �2 � �� Sys: c:cv G� Sys:. �ar�� zO � .� r���re s �� ,� Q v � .._ ] �_ �. �.�.i� B c: �, c�-�,�� � ci.� ��.�6 8 e;.� ��. � �--- ;---- ---�--- <--- ---_---- ---- --- i--- ---f---- -----�--- �--- --.:---- —�--- � g I {"` ��.�Z ---;---_ ��i, g' `1� _----�--- ;--- ---�---- -----�--- c� 1--- -------- -----�--- - � t � c��-�--- �r 7---.=---- � _,....r -- ;--- ---�---- -----�---- � �-__ � ---;---- � -----�-_� � �--- �� � .---�---- ----- --- , � �'� � �--- s � �� ,�, ---�---- -----�--_— Q �'v i'� �--_— � li -�1 •---t---- -----�--- �-�--- s��---- � � � C� S --- f _i_ _Cly, �� �--- --- --- ---- -- i i - - {--- •---;---• ----- --- � �--• ----r---- _�_-----� �� � ; � ;--- ---�---- --- -- ;--- ---�---- --- {--- ---�---- ----- -- 3---• 3`---- 3 --� ��-- -- ' --- --- �-- �_/_ _,� f--- �� ---�---_ � ��3 �� -----�--_ �z,3 5 I Z�---—�Z' � � � Z `---- � ` -- � � ; � f--- ` ---;---- ----- ---� � � �--- I ------- f ------ �--- I ---t---- �-3 � ---- L -- �3' i--- � 3 ---i---- �-----� --- �i� �--- q� --T---- � b ----�--- �_-. ---�---- ------�---- � -- ---`----- ��,3 •----�--- sq ,3 S � �.__ B5, �-z ` �--- � ��j �---- �'� IDZ = B,� = �� ,��L toZ = �•�= �G,3 � u5 : g.�S -, g�,3 S Map Unit Description:Keweenaw,stony-Pence,stony-Greenwood complex,0 to 15 percent slopes—Sawyer County,Wisconsin Sawyer County, Wisconsin 970C—Keweenaw, stony-Pence, stony-Greenwood complex, 0 to 15 percent slopes Map Unit Setting National map unit symbol: qOq1 Elevation: 600 to 2,000 feet Mean annu�l precipitation: 27 to 36 inches Mean annua!air temperature: 37 to 46 degrees F Frost-free period: 80 to 150 days Farmland classification: Not prime farmland Map Unit Composition . Keweenaw and similar soils:40 percent Pence and similar soi/s:25 percent Greenwood and similarsoils: 15 percent Minor components:20 percent Estimates are based on obse►vations, descriptions, and transects of the mapunit. Description of Keweenaw Setting Landform: Disintegration moraines Landform position (two-dimensional): Shoulder, backslope Down-slope shape: Convex � Across-s/ope sh��u� Parent mat �al: Sandy till� Typical profile A -0 to 2 inches: sandy loam E-2 to 4 inches: sandy loam Bs1, Bs2-4 to 16 inches: sandy loam Bs3- 16 to 20 inches: loamy sand E'-20 to 27 inches: loamy sand E/8-27 to 43 inches: sand B/E-43 to 75 inches: loamy sand C- 75 to 80 inches: loamy sand Properties and qualities Slope: 6 to 15 percent Surface area covered with cobbles, stones or boulders: 0.1 percent Depth to restrictive feature: More than 80 inches Drainage c/ass:Well drained Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.60 to 6.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Available watersupply, 0 to 60 inches: Low(about 5.8 inches) �s!>;, Natural Resources Web Soil Survey 5/19/2022 "i Conservation Service National Cooperative Soil Survey Page 1 of 3 Map Unit Description:Keweenaw,stony-Pence,stony-Greenwood complex,0 to 15 percent slopes—Sawyer County,Wisconsin Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigafed): 4e Nydrologic Soil Group: A Forage suitabrlity group: Low AWC, adequately drained (G090AY002WI) Other vegetative classification: Low AWC, adequately drained (G090AY002W1) Hy�ric soil rating: No Description of Pen� Setting La,�dform: Disintegration moraines La,�dform position (two-dimensiona!): Shoulder, backslope Down-slope shape: Convex Across-slope shape: Convex �arent material: Mostly loamy alluvium underlain by stratified sandy and gravelly outwash Typical profile A - 0 to 3 inches: sandy loam ' E- 3 to 8 inches: sandy loam Bs-8 to 15 inches: gravelly sandy loam 2BC- 15 to 21 inches: gravelly coarse sand 2C -21 to 60 inches: stratified sand to very gravelly coarse sand Properties and qualities Slope:6 to 15 percent Surface area covered with cobb/es, stones or boulders: 1.5 percent Depth to restrictive feature:More than 80 inches Dr�inage class: Somewhat excessively drained Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.60 to 6.00 in/hr) Depth to water table: More than 80 inches Fr��quency of flooding: None Frequency of ponding: None Available water supply, 0 to 60 inches: Low(about 4.0 inches) InterprE�tive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4e Hydrologic Soil Group: A Forage suitability group: Low AWC, adequately drained (G090AY002WI) Other vegetative classification: Low AWC, adequately drained (G090AY002W1) Hydric soil rating: No Description of Greenwood Setting Landform: Depressions on disintegration moraines Web Soil Survey 5/1912022 t St>-� Natural Resources Page 2 of 3 +e Conservation Service National Cooperative Soil Survey � �� r� r � t��yx ��:F w �'�k����„F-�'n� �� '�#t.Y� ��-'�'a�, ����� '��� ti..� 1 �� `r �"�+��♦ }`{`'- �.�t ���, �'`''`�?'��, k�"`.`�,f�.'�4.._� �}.y�i►�pri: ,� �i�� s"��t�'+#r r�' �.i�'� �e�.,._`'���.f�'F ' ,rJ::.� �F ��'�--� � y-.., i �Ea�" #l�i.'��7 �� r i'�,k?�,�'�+7�� `+' ry,���� :4 . 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J '�f t� � � _D! r�.f�,�{`!{ r��'��1. ��.•+ �7` »��y .��i`Sa �' ��. � ��_y, F . rr�s � F �Y �� '•tl k , r �;,;j i �g,."'�q�- �,: "_ �* 1r` r �,, a �..+ r� �.nk�.t'� ` .rl � � i 5/19/22, 1:02 PM Real Property Listing Page Real EStet2 Sawyer County Property Listing PropertyStatus: Current Today's Date: 5/19/202Z Created On: 2/6/2007 7:55:�7 AM �Description Updated: 9/17/2021 � Ownership Updated: 9/17/2021 Tax ID: 3253 v ROBERT G PAINE i � 5TONE LAKE WI PIN: 57-002-Z-40-09-15-1 02-000-000030 Legacy PIN: 002940151203 Billing Address: Mailing Address: Map ID: .2.3 ROBERT G PAINE ROBERT G PAINE Municipality: (002)TOWN OF BASS LAKE N5543 COUNTY HWY BB N5543 COUNTY HWY BB STR: 515 T40N R09W STONE tAKE WI 54876 STONE LAKE WI 54876 DeSGriptiOn: PRT IVWNE LOT 1 CSM ZS/SZ#7204 Recorded Acres: 5.070 � Site Address * indicates Private Road Calculated Acres: 5.068 N/A p..� (�S,,� � ,-}Q��,� D r Lottery Claims: 0 First Dollar. No �` ' � Property Assessment Updated: 9/13/2012 Zoning: (F-1) Forestry One ----------_,_..--------------_._- __ -- 2022 Assessment Detail ESN: Code Acres Land Imp. G1-RESIDENTIAL 5.070 22,100 0 � Tax Districts Updated: 2/6/2007 1 State of Wisconsin 2-Year Comparison 2021 2022 Change 57 Sawyer County Land: 22,100 22,100 0.0% 002 Town of Bass Lake Improved: 0 0 0.0% 572478 Hayward Community School District Total: 22,100 22,100 0.0% 001700 Technical College �� Recorded Documents Updated: 9/17/2021 �Property History ---------- ------------- -------- ------ - — TRUSTEES DEED N/A Date Recorded: 9/15/2021 434711 QUIT CLAIM DEED Date Recorded: 12/15/2006 343616 CERTIFIED SURVEY MAP Date Recorded: 4/13/2006 338024 WARRANTY DEED Date Recorded: 10/4/2005 333936 COVENANTS Date Recorded: 2/16/2001 289210 https:/ltas.sawyercountygov.org/system/frames.asp?uname=Eric+Weilauer 1/1 � z g �� 8 z 1�i` � O� .L oN �an.rnS Pey!l�a� ��� a� � � ���. ��� � s � �o U �� �' � ��e NZ� .Ts �zc ^� .s► �oezr � � � fs !� �g��, n .r[.co.eo s z aE n .o[.�o.eo s ����€ � � ���� �+ � ��� ��� g�r m ^�c�i� �''����� ��1�+s z 3 vi V`t� ��� � N\� � � � ' W� \ ry. i ; � � � e g g� o ,,, „� ,.� ,� 'kp--�o u�c �o� � r io, ;; �� „�*�� r1 2 N �] ��•\ ` = Gar^noc �.oezo M) m ` yj� z \ ,SQ'COL A .92.6>.20 S � - 3N -'� z ��'. 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