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HomeMy WebLinkAbout002-840-20-5209-CST-2023-205 Wisconsin Department of Safety and Professional Services Page � of 4 ^ Division of Industry Services l � SOIL EVALUATION REPORT �j �� In accordance with SPS 385,Ws. Adm. Code County Sa c.0 P� Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must include, 4..� 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. D�o?$��Oa? (�•Sao 9 1 Please print all information. Reviews� Date �� �, } r i� ��.� Personal information ou rovide ma be used for seconda ur oses Privac Law,s.15.04 1 m . � Pro e1�_rtv Owner Property Location ❑ � ( n � / 7 ��c�T v 1 ��h Q e I -} (�'I el� SS�� �/ � Govt. Lot a bf� D(S a D T yU N R D fj E (ori W Property Owner's Mailing Address Lot# Block# Subd. Name or CSM# a�3lo �ll ��st ��e d- — �s� �n/�Sy ��a�s� i,r/�ay#��r� City State Zip Code Phone Number �City ❑Village �Town Nearest Road QGQ �t a /�� SS Dlo� � ) �S ��c-2 � �� c � NewConstruction Use: � Residential/Numberofbedrooms�_Code derived design flow rate �l'GPD ❑ Replacement ❑ Public or commercial—Describe: Parent material �uc r<� D�.�.t�aS � Flood Plan elevation if applicable ft. General comments and recommendations: �� � Boring# ❑ Boring p � Pit Ground surface elev. /�,o ft. Depth to limiting factor �ad in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft` In. Munsell Qu.Az.Cont.Color Gr. Sz.Sh. `Eff#1 *Eff#2 � o-� �v �a�, LS � Msb� w,� � Gw a� _ 7 / � �-�& �,r � `% � s ��SG � � G� a,ti. , � �. � 3 � -Y� �,r� •- y/y s o s c� r-� � �w a� � � �. � o-ia� 7,S.,� S S o S G �'�'r� G w /� . 7 /, � Boring# ❑ Boring � Pit Ground surface elev.ySs ft. Depth to limiting factor (�v in. Soil Applicatiori 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 'E:ff#2 ( �-( ro � � , Gs aMs�1c ���r Gw �,�-. . 7 l � � �.� 7,��y�Y �S 0 5 G' vn L G c� o�h., . � /. � � �-y �,s� � y o S� �� Gw a� . � l � y-��o ,S' � s S o sG n,L Gw l � . '� !.� *Effluent#1 =BOD,>30<_220 m /L and TSS>30 0 m /L uent#2=BOD,>30<_220 m /L and TSS>30<_150 m /L CST Name(Please Print) Signat CST Number Travis Butterfield 652879 Address Da Evaluation Conducted Telephone Number 14346W St. Rd. 77, Hayward, WI 54843 (�, $ -a j 715-634-8176 SBD-8330(R04/15) (S��./ �3- 3� � � NG'R:�J�l�&A.�TF€� 1�7��'�..Vi�i'�L.�7V11•) Page 2 of 4 ❑ Boring# ❑ Boring 0 3 � Pit Ground surface elev. yss ft. Depth to limiting factor �°2 in. 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 o -� �v r a c.S d •h s61� �✓�� G c.� a..� . 7 /- � a - � �,s � �+� � 5 o s� ,�� 6 w a�. . � i, � 3 -Y 2 S i- y S o s G /�'+L G c..� a,,,.. (. �fd."/oZU 7,Sii- `r S C�S(o /zlL � w (� . 7 �, ❑ Boring# ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/F12 In. Munsell Qu.Az.Cont.Color Gr. Sz.Sh. *Eff#1 'Eff#2 ❑ Boring# ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. 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 *Effluent#1 =BOD, >30<_220 mg/L and TSS>30<_150 mg/L 'Effluent#2=BOD,>30_<220 mg/L and TSS>30<_150 mg/L 3 ,;�;�'�',� `f � � � �: � �._Y „�1�-( a _ . � ���i 9,;�l>s '� ,^'� 3� yi '' k# �� cn � — �. _- - �Oy 9 � �023 �.�� ..r.-. 37 3 ._.r......�.-�--- __ r �eC�':..__------'--�--��._. SAVVI'ER v�U;y��J ZONING ADMflV(S'1`Fiq�fpr� CHECK 60X AS APPLICABLE. CHECK BOX AS APPLICABLE. � SOIL EVALUATION o Scale: 150 50 �s �oo ❑ SYSTEM PAGE YOF `/ SITE MAP PLOT PLAN PROJECT NAME: z DESIGN FLOW: ��� �P� �IG(nA2 � � �c•I r SS� G-f i// 12.5 9 P Attach desi n flow calculations for commercial lans. PRo.IECT ADDREss: g 3�� N ��"`�'��✓"e/'��' LN � N Pipe Material/ASTM Standard(Tables 384.30-3&384.30=5) � Sanitary Sewer: / BM Sym6ol: # BM Elevation: �� �� FT �� Force Main: / BMDescription: 51���'� o� ��/�'��R- ��� � Indicate north by IMPORTANT: Slope Gradient(%) Well Symbol(if applicable): Q drawing an arrow Show ground elevation contours at suitable intervals. of Tested A�ea: on the approprite line. ^,' �jc��o^�`''�— l� 2. �`- �5 ��0 9 7 ���7 (� � �1'11C�ti� ( � �°1 e �r SS Gt ((r �� q o �� 3� l-F-�L C r{�.i s� �4-c�.e l�e�Q W��r� � y'Lt N SS�o�� / S Pc � T Yo N ��o� w � I�w�. � � �3U sS �-�e � � ���„K�� �ooa��oaa s'a o9 � �� � l� •o � Ua7�� ��'�;�''�`J � ) ��,�' �� gS S ' � I � �) q�S r � �--- � 6� � � ���� � 0 _ � � G � � � n � � W � ��-�,��S ���-fP�-��1� FK � �33� ^/ GST -# �s-� ��9 Soz� P�o��l� �h��� Owner /v! ��c�a� � `� G U 2���SS a /ri'r� CST: Trav�s 33uiterfield Page 3 of`� Syst.Elevation ��• � 5ysce�n Range _ �� to � 3�� Load Rate < 7 ' -- — — � I ] 2 3 i c� z afl z ao s9 �� ss — � 98 9& 4� � �p (_. q r � - a� -- — `��� '�v7 -� 97 - — 36 36 95 - ��. qs�r� _ — � L �. �rs, 35 95 __ 95 � � ` . _- - UR/ 94 � � \ ��, - ---- C O 34 - - ` ! - _ - � 93 93 93 92 9Z 92 _ �_ � 91 91 � 91 -� - - --- 90 __ - _ 90 �� _ 90 - � - - 89 89 � �9 "1 � 88 _ l �3 � � 38 � � � - - 8� _ �- � � � 3 �6 86 86 � � �- &5 �5 �5 � 11/14/23,8:22 AM Real Property Listing Page R2dl EStdt2 Sawyer County Property Listing Property Status: Current Today's Date: 11/14/2023 Created On: 2/6/2007 7:55:05 AM "'��'Description Updated: 12/16/2019 '� Ownership Updated: 6J15/2021 --- _ _ _ _ _ _._ . _ _ Tax ID: 2257 MICHAEL L&MELISSA K HILL RED WING MN PIN: 57-002-2-40-08-20-5 05-002-000090 Legacy PIN: 002840205209 Billing Address: Mailing Address: Map ID: :2.9 MICHAEL L&MELISSA K HILL MICHAEL L&MELISSA K HILL Municipality: (002)TOWN OF BA55 LAKE 2636 HALLQUIST AVE 2636 HALLQUIST AVE STR: S20 T40N R08W RED WING MN 55066 RED WING MN 55066 Description: PRT GOVT LOT Z LOT 1 CSM 10/354 #2275&LOT 5 CSM 12/124 #2911 � Site Address * indicates Private Road _ . Recorded Acres: 2.260 8337N BLACKBERRY LN * HAYWARD 54843 Calculated Acres: 2.345 Lottery Claims: 0 t....� Property Assessment Updated: 9/13/2012 First Dollar: Yes ---- — - Waterbody: Grindstone Lake 2023 Assessment Detail Zoning: (RRl)Residential/Recreational One Code Acres Land Imp. ESN: 445 G1-RESIDENTIAL 2.260 240,000 41,600 2-Year Comparison 2022 2023 Change � Tax Districts Updated: 2/6/2007 �and: 240,000 240,000 0.0% 1 State of Wisconsin Improved: 41,600 41,600 0.0% 57 Sawyer County Total: 281,600 281,600 0.0% 002 Town of Bass Lake 572478 Hayward Community School District 001700 Technical College ,i , Property History N/A +� Recorded Documents Updated: 7/29/2022 _ _. _. _ WARRANTY DEED Date Recorded: 6/14/2021 432581 BUNKHOUSE AGREEMENT Date Recorded: 7/19/2022 440240 WARRANTY DEED Date Recorded: ll/24/2014 393340 WARRANTY DEED Date Recorded: 6/4/1990 218721 WARRANTY DEED Date Recorded: 5/5/1988 208887 CERTIFIED SURVEY MAP Date Recorded: 4/7/1988 208561 CERTIFIED SURVEY MAP Date Recorded: 5/9/1985 195556 https://tas.sawyercountygov.org/system/frames.asp?uname=Eric+Wellauer ��� _ � 0 � c �- ,;, ,.,,-»-�` _ �. .� _� � .r.- -_ -�..: _ �� y � ��������� _. ,. ��- ` _ - X :�` :r,, ��' F.� ---- ;�. 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