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HomeMy WebLinkAbout002-840-06-5106-CST-2022-227 �(-vlew Ow �lev—: ?Jcc`�1an r'i.hde�rso� p� ///��� OY�g I.��" Wisconsin Department of Safety and Professional Services �"`��Z���� �� Division of Industry Services � � Page_of_ � \,���_ % SOIL EVALUATION REPORT \'sp��'�`�' In accordance with SPS 385,Ws.Adm.Code Counry SAWYER � Attach complete site plan on paper not less than 8 V2 x 11 inches in size.Plan must include, � but not limited to:vertiral and horizontal reference point(BM),direction antl percent slope, Parcel I.D. � scale or dimensions,north arzow,and location and distance[o nearest road. Z, _.B�"I O-O(�, S/D�p � Please print all information. Revie d by Date ^, Personal infortnation you provide may be usetl for secondary purposes(Privacy Law,s.15.04(1)(m)). I � a N Property Owner � �p * Property Location ❑ � D C�� 1�. .l I �• p�--�0. �r Gov[.Lol I '/. '/. S p�T �-(D N R � D P e ca�)d Prop�Own,sMail�gZA3 ress n V� SiteAdcjressyorCSCMa�ndLot#: b � b4 � QZO � �T i.o't f"� Z �Z.Z � Z C�ty State Zip Code Phone Number ❑City ❑Village Town Nearest Road IMaze � AAu sS4S � � g4.ss �.ak�, �-4y� �.1 Se��o�� Tr( NewConshudion Use: Residential/Numberofbedrooms 3 Code denved designflow rate 4 0 GPD ❑Replacement ❑Pub'c or commercial-Descnbe: N Flood Plan elevation if applicable-���o ft. � Parentmatenal �04�^�t� Ci�l�V iv� �fccUC����J}�Wq5� General comments and recommendations: ^ NO REFUNDS AFTER S�C _ .`Z SD• L S ICS i-OF PEFMPT � I ❑Bonng �� I Boring# �QS't (�pit Ground surtace elev._Y � ft. Depth to limRing fac[or ��� in./elev.��•�� Soil Applira6on Rate Honzon Depth Dominant Color Redoz Descnption Te#ure Structure Consistence Boundary Roois GPD/Ft� In. Munsell Qu.Az.ConL Color Gr.Sz.Sh. ^Eff#1 'Eff#2 I o-S 7,S .. 3z ` 1 0-5 w I�(-w, �"1 l.lP z S-3� �r "3 - 5 �� �i IJ r, ."1 (. 3 3l-��l „ u Y - rs �� v of�- :� �. Y �N- ID v s/3 � rs �i n � ;1 /.I Boring# E q s"T Boring �� —J �Pit Ground surtace elev.9 g•3ft. Depth to limiting factor��( in./elev.gg•�. Soil Application Rate Honzon Depth Dominant Color Retlox Description Te�Rure Structure Consistence Bountlary Roots GPD/Ft� In. Munsell Qu.Az.Cont.Cobr Gr.Sz.Sh. 'Eff#t 'Eff#2 � 0-�P 7.S r 3 L — S b-S wt( t.c� l u .-� !.!p z 6 -z9 Y 3 — s �� << �, i��w .--c c.t� 3 Z8-6o Yly — rs 4 k 4 �oE� �-1 l. y 66-�I� S; � r5 4 4 `� — •� �. csT Name MERTON MAKI Signature .p� ��` .yvc,�` CST Number 224901 Adtlress 10869N SMITH COURT Date Evaivation Conducted HAYWARD,WI 54843 lo-z4- zz Telephone Number (715)634-8719 Efflueni#1=BOD>30<_220 mg/L and TSS>30<_150 mglL 'Effluent#2=BOD,<_30 mg/L and TSS 5 30 m/� 9 SBD-8330(R04/21) Page of � Boring �j�� Boring # SO J �-I„ (�Cf Pit Ground surface elev. Q 6'�ft. Depth to limiting factor �b in. ! elev.g$�� ft. _ � Soil Application I Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft� In. Munseli Qu. Az. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 � 0 - lv -r5 � 3/Z — I S b -s nti � cv� 1 u� .�f !. � Z 6 -30 � -- S << �� Y lv�� •Z � . 3 3b -S0 '�/�i — �"S k '< << L � C •-1 1 . �F SS —9 s 3 � S k 4 — � v�- •1 l. (o I Boring # ❑ Boring �1 ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. Soil Application Rate -lorizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft� In. Munseil Qu. Az. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 3 k lS � (.� �j = � 6�-1 3 r�e. v� � 64 3 2c� �} = 3 Z. �S �c , � T c in�(,� s e-c` 4 + �S 3 `t Cc�.- 3L {� y k � - �� o t�i �+ �,1� 6 r, e� 4 =. d by -� reg � ��s �� _ b� -r -r = r000 a o + • ,c ,� � Boring # ❑ Boring ❑ Pit Ground surface eiev. ft. Depth to limiting factor in. / elev. ft. Soil Appiication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft� in. Munseli Qu. Az. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2 owct.e - �s �. G (/�[N-t o !o —L�{ —Z R I( �. ��►-� /�� -cv-so� I 3 ' Clev4. w � S�{ -13 -� � S --1 �c - ��-f 5�[ 0 mg/L and TSS > 30 s 150 mg/L ' Effluent#2 = BOD, <_ 30 mg/L and TSS <_ 30 mg/L . � � ..�.� `�`�� _; �_ �,_� Date l � SA �1 � �- 3 I� QCT 2 5 2022 3 � � ____.__.. 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Description of Padus Setting Landform:Disintegration moraines Landform position(two-dimensional):Shoulder,backsiope Down-slope shape:Convex Across-slope shape:Convex Parent material:Mostly loamy alluvium or eolian deposits underlain by sandy or sandy and gravelly outwash Typical profile A-0 to 2 inches: sandy loam E-2 to 3 inches: sandy loam Bs-3 to 19 inches: sandy loam E/B-19 to 26 inches: sandy loam 8/E-26 to 38 inches: sandy loam 2C-38 to 60 inches: stratified sand to very gravelly coarse sand Properties and qualities Slope:6 to 15 percent Surface area covered with cobbles,stones o�boulders:0.1 percent Depth to restrictive feature:More than 80 inches Drainage class:Well drained Runoffclass: Medium Capacity of the most limiting layer to transmit water (KsatJ:Moderately high to high(0.60 to 2.00 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: Moderate(about 6.0 inches) USDn Nalural Resources Web Soil Survey 10/20/2022 � Conservation Service National Cooperative Soil Survey Page 1 of 4 Map Unit Description: Padus-Pence-Keweenaw complex,6 to 15 percent slopes, slony-- � Sawyer Counry,Wisconsin ' Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3e Hydrologic Soil Group: B Ecological site: F090AY016WI - Loamy Upland Forage suitability group: Mod AWC, adequately drained (G090AY005 W I) Other vegetative classification. Mod AWC, adequately drained (G090AY005 W I) Hydric soil rating: No Description of Pence Setting Landform: Disintegration moraines Landform position (two-dimensional): Shoulder, backslope Down-slope shape: Convex Across-slope shape. Convex Parent 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 28C - 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 cobbles, stones or boulders: 0.1 percent Depth to restrictive feature� More than 80 inches Drainage c/ass: Somewhat excessively drained Runoff class: Low 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 water supp/y, 0 to 60 inches: Low (about 4.0 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4e Hydrologic Soil Group. A Ecological site: F090AY019WI - Dry Sandy Uplands Forage suitability group. Low AWC, adequately drained (G090AY002W1) Other vegetative classification: Low AWC, adequately drained (G090AY002 W I) Hydric soil rating: No USDn Natural Resources Web Soil Survey 10/20/2022 � Conservation Service National Cooperative Soil Survey Page 2 of 4 Map Unit Descnption: Padus-Pence-Keweenaw complex, 6 to 15 percent slopes,slony--- SawyerCounty,Wisconsin Description of Keweenaw Setting Landform: Disintegration moraines Landform position (two-dimensional): Shoulder, backslope Down-slope shape: Convex Across-slope shape: Convex Parent material: Sandy deposits Typical profile A - 0 to 2 inches: sandy loam E- 2 to 4 inches: sandy loam Bsl, 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 8/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 class:Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.60 to 6.00 inlhr) 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 5.8 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4e Hydrologic Soil Group: A Ecological site: F090AY013WI - Sandy Upland Forage suitability group: Low AWC, adequately drained (G090AY002 W I) Other vegetative classification: Low AWC, adequately drained (G090AY002WI) Hydric soil rating: No Minor Components Annalake Percent of map unit 10 percent Ecological site: F090AY015WI - Loamy Upland with Carbonates Hydric soil rating: No Sayner Percent of map unit: 5 percent Ecological site: F090AY019WI - Dry Sandy Uplands uSDn Natural Resources Web Soil Survey 10/20/2022 --r Conservation Service National Cooperative Soil Survey Page 3 of 4 Map Unit Description: Padus-Pence-Keweenaw complex,6 to 15 percent slopes,stony-- - � Sawyer County,Wisconsin - Hydric soil rating. No Stanberry Percent o(map unit: 3 percent Ecological site: F090AY016WI - Loamy Upland Hydric soil rating: No Data Source Information Soil Survey Area: Sawyer County, Wisconsin Survey Area Data: Version 20, Sep 12, 2022 USon Naturel Resources Web Soil Survey 10/20/2022 � Conservation Service National Cooperative Soil Survey Page 4 of 4 pua�vec: Le 4�: 3r;4,� D. � S: l� �. 17r4.a.ye•- S�w�er Cr� � gass LR�e Tw� S�'jZo1 �-FZ3 r� PcvC �'inl : Ooz-B�tb- 06- Slp(P rnaze p(�� , N1N ss4slp � ob -r- �lor.7 208w S'}�e�. ci`fl3 r.1 Secl���� Tt- � Lo-�- '-f LS �'1 ��Zz_c'i �fi 6�'i Z7 �— 9y�s � sca(� l= `�o' _� 6 0� � � � z8�Y' � ��o Q L � — �• 3 �� � $I�t1001 /�a.�� f� 660N 3� i,�� walko�� �e C-as�s:de Go" SPru�e L 20�'"? a r. �il.�f' � � z � _ � �rla`� Z. 9P.3 � g�,�oo ' 3_ y6.4 � / � 1 .�l So:�s� sy�.��. 94 � 3 skGa� �� � raNge �tZS'—�i5� � 75 �reci�„-�.s P„M..,� -u�� — vQ���- �oor Leve� 103 � op � � — WCc`�oVkT�bcr e�. 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Sf = FI45,� SAWYER COUI�TY CERTIFIED SUxVr�Y MAr PART OF GOV'T. LOT 1, SECTION 6, T. 40 N., R. 8 W., IN . THE TOWN OF BASS LAKE, SAWYER COUNTY, WISCONSIN. CURYE ARC DELTA RADIUS CHORD DIST. CHORD BRG C I 384.51 37'l0'22' S92.66 . _ 377.80 N 12'09'36' V W.C.FOR 1/4 COR. 238.14' Y7/2'RL1L GPPm WL � 5E7 ev au�. LINE HEARING DISTANCE Ll S 87'36'42' E 150.00 �z N 54•06'00' E 3s.�� � � � TOTAI ARE.4 ��4���m er SEC. 1 ,o L3 S 02•01'07' E 102,66 ���,, 269,850 SQ. 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',��p��y�� lh ���5'� �� j� 1 �"°'� �? �� �� w � 4' ' ` � �, �"F��� �'�� -• •�.,,.,�4}�p�q. �` � ��' � � , ��.itw"�r , a,i„_ ,.rf....+d' �y �.�,. 10/20/22, 8:02 AM Real Property Listing Page Redl EStat2 Sawyer County Property Listing Propertystatus: curre�t Today's �7ate: 10/20/2022 Created On: 2/6/2007 7:55:04 AM -, � Description Updated: 12/13/2020 *�� Ownership Updated: 12/13/2020 -------- ------ ---- -- -_ _ __ _ _..____ ___. _ ___._._ ._. _ _ __ _ _._ __ _—.--.____------- Tax ID: 1992 BRIAN D & JILL J DRAAYER MAZEPPA MN PIN: 57-002-2-40-08-06-5 05-001-000060 Legacy PIN: 002840065106 Billing Address: Mailing Address: Map ID: :1.6 BRIAN D & JILL J DRAAYER BRIAN D & JILL ] DRAAYER Municipaliry: (002) TOWN OF BASS LAKE 59207 4Z3RD AVE 59207 423RD AVE STR: S06 T40N R08W MAZEPPA MN 55956 MAZEPPA MN 55956 Description: PRT GOVT LOT 1 LOT 4 CSM 26/229 r� #6927 � Site Address * indicates Private Road __. _._.__.__ ecor e Acres: 1.310 9413N SECLUDED TRL * HAYWARD 54843 Calculated Acres: 1.362 lottery Claims: 0 �-� Property Assessment Updated: 9/13/2012 First Dollar: No ___ --____ _ _ _.__ _ ._ _ .__ _ _ _ ___------------ ----- Waterbody: Spring Lake 2022 Assessment Detail Zoning: (RRl) Residential/Recreational One Code Acres Land Imp. ESN: 445 G1-RESIDENTIAL 1.310 154,000 0 2-Year Comparison 2021 2022 Change � Tax Districts Updated: 2/6/2007 Land: 154,000 154,000 0.0% ------��_____ _ _ _ __ _. ___ _ _ _ _ 1 State of Wisconsin Improved: 0 0 0.0% 5� Sawyer County Total: 154,000 154,000 0.0% 00z Town of Bass Lake 572478 Hayward Community School District 001700 Technical College � property History ------ - ---___---------------- -- N/A �� Recorded Documents Updated: 12/13/2020 -----.._.------------.___�_ _ _ _._.. _ ___._.._ _ __ ___. WARRANTY DEED Date Recorded: li/23/2020 428239 AMENDED COVENAFVTS Date Recorded: 6/Z2/2012 379285 WARRANTY DEED Date Recorded: 7/il/2005 331723 COVENANTS Date Recorded: 2/25/2005 328769 CERTIFIED SURVEY MAP Date Recorded: 12/21/2004 327516 EASEMENT Date Recorded: 10/28/2004 326177 ��� https://tas.sawyercountygov.org/system/frames.asp?uname=Eric+Wellauer 1/1