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HomeMy WebLinkAbout010-941-20-1201-CST-2022-190 ����������- � 3 Wisconsin Department of Safety and Professional Services Page of Division of Industry Services SOIL EVALUATION REPORT In accordancewith SPS 385,Wis. Adm. Code County �a� e� l ' 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 Iocation and distance to nearest road. �/0.9 y�a o-�ao� Please print all information. Reviewed � p�at����� � Personal information ou rovide ma be used for seconda ur oses Privac Law,s.15.04 1 m . � ( ,., \ Proper��Owner w / Property Location � � ` ��� ��C� [�o�lc:e. Govt. Lot uw'/, /�/E '/, S �d T �/� N R O 9 E (or) W Property Owners Mailin Address Lot# Block# Subd.Name or CSM# � /D$ 0$ rll �orac� � City State Zip Code Phone Number �City ❑Village �Town Nearest Road a f�«.y wu,� l,�l S-`189 3 c � Na w�d� G o��.l� � New Construction Use:�Residential/Numberofbedrooms 3 Code derived design flow rate YS�pD �.ReplBCement ❑Public or commercial—Describe: Parent material_ ��ac�'..� I (� Flood Plan elevation if applicable ft. LQ� f.J � General comments and recommendations: S��g� �ore �'r �� �,t�O�C¢rr+e�, � � Boring# ❑Boring ❑ Pit Ground surface elev. .O 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 I b-l� /D r�// G S ,?r�sLk i'�+v Fi� G cv ��C' /.�o e? - 7o S � S L$ p5 G ri�c. Gw /F . 7 (. ❑ Boring# ❑Boring ❑Pit Ground surface elev. ft. Depth to limiting factor in. Soil Ap lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ftz In. Munseil Qu.Az.Cont.Color Gr.Sz.Sh. *Eff#1 'Eff#2 'Effluent#1 =BOD,>30 s 220 m /L and TSS>30 s 150 m /L 'Effluent#2=BOD,>30 s 220 m /L and TSS>30 s 150 m /L CST Name(Piease Print) Si CST Number �a�rS $ ��.u� �DS Z�'l Address at Evalua ion Conducted Telephone Number / �Gi.J� �-• IZcr �7 �� WGtV w G1 � ZZ - - ,'_f,Q -g lU f��j ,'[?1 . ` � 1 SBD-8330(R04/15) x":.:' _ � ��a2'2� i ,.�------. 4�� 1 � 1 i q'1 y Nb REFJNDS AFTER �k i;� � . �` '� $ .� Chk��. ���' � � ��'c.� (S�N �— �(�y) .�' ISSUE OF PE'F�AtT !__,,� RCp�=. N 2w , Insorld � �53 I <;;;W'r`ER Ct�UPJTY ��-I�� ,.,��,#�:x AC3MiN�STR�'T�:�'�! CHECK BOX AS APPLICABLE � CHECK BOX AS APPLICABLE. � SOIL EVALUATION o Scale: 5�0 50 �5 �oo ❑ �Y���M PAGE 2 OF l� SITE MAP PLOT PLAN PROJECT NAME: z DESIGN FLOW; GPD �l/le ll'P�. �Y`'�-- 12.5 9 p Attach desi n flow calculations for commercial lans. PROJECT ADDRESS: `C>��� � �Or�^v� � Pipe Material/ASTM Standard(Tables 384.30-3 8�384.30-5) NSanitary Sewer: / BM Symbol: -� BM Elevation: /OD.O FT Force Main: / BM Description: ��'� 1� � � DI�� � Slope Gradient(%) Indicate north by IMPORTANT: of Tested Area Well Symbol(if applicable): � drawing an arrow Show ground elevation contours at suitable intervals. on the approprite line. .S�e�(ec �e�� ��� �jw (oSoB'N C�vr�( RJ� N��t wc.rd ,�,cJ.L'. S�fY�3 � �S-v2 �S 7 � fPi��D/o 9Y/��)�/ rN�,,��NL' S � T YlruRu9w � g y�.i _ �qp /14.r� �h .� r0/l� i) ' �j.0 / � � 0 l F v �" � �,�t( � � � �e"fi ' s �r Ilf � � �, 0 � d � t� � � ✓e..r , � � � ��'!'� �,�.e ��0� Soil Profile Sh�et Owner �K e`I P� `"`'"�- CST: Travas�utterfield Page 3 of 3 Syst.Elevation System Range to Load Rate . � 1 2 s ioo i� �ao � �L 9`t..�� � 9� gg � � I 97 97 57S t�,,,, �'�. _ 96 �(_�/"� 96 96 p / 45 � 95 95 � � 94 94 94 93 1!► �7 93 _ 93 92 92 � 91 91 91 90 go � � gg 89 gg �8 88 87 87 87 86 86 86 85 85 85 � r� � P 1 9 �`t �: ' . _ ? . � � �* � � �,' �j _ �� �`'� rK`� _ . - , ry� S 2' 'C9 S.: t!� 9 __ ' � /f qy� r , � �'e� .{.J�. 4� O � f` 6. �?� ../ C IJr ,"k O •��7�� ' . .r�. - �f h L,�� �'- . ..�� 4��.{r f�p � . '+- -� _ �= ��, 4') . .. •y� �._+ J� �!a.�- �4�;��� �-. '�i.. 'i " .�.- -' 4{,' ..�t _ �Y ` ' . �-'I„�� . . .h+i. .-� � r� " �' ":Y• � ��::- ��R"'��-�i,.}����`�� . � �'. 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'�►. ,. . � ., , : ` . �- , - . � .: �... _ .i� �a �>� . � - �"" ',.,� �£"w 9/22122,t26 PM Real Property Llsting Page Real Estate Sawyer County Property Listing PropertyStatus: Current Today's Date:9/22/2022 Created On:2/6/2007 7:5521 AM �Description Updated:4/12/2021 �Ownership Updated:11/3/2011 Tax ID: 12266 SHELLEE L LAKE HAYWARD WI PIN: 57-010-2-41-09-20-1 02-000-000010 Legacy PIN: 010941201201 Billing Address: Mailing Address: Map ID: .2.1 SHELLEE L LAKE SHELLEE L LAKE Municipality: (O10)TOWN OF HAYWARD ATTN:LYNNETTE E FLOTTUM ATTN:LYNNE7TE E FLOTTUM STR: 520 T41N R09W 10808N GORUD RD 10808N GORUD RD HAYWARD W154843 HAYWARD WI 54843-7154 Desaiption: PRT NWNE J A&LE FLOTTUM LIFE ESTATE Recorded Acres: 10.280 �Site Address *indicates Private Road Calculated Acres: 9.186 10808N GORUD RD HAYWARD 54843 Lottery Claims: 1 First Dollar: Yes J Property Assessment Updated:11/9/2015 Zoning: (R-1)Residential One 2022 Assessment Detail ESN: 444 Code Acres Land Imp. G1-RESIDENTIAL 2.D00 26,000 85,400 ��Tax Districts Updated:2/6/2007 G6-PRODUCTIVE FOREST 8.260 14,100 0 1 State of Wismnsin 57 SawyerCounty 2-YearComparison 2021 2022 Change 010 Town of Hayward Land: 40,100 40,100 0.0% SR478 Hayward Community School District Improved: 85,400 85,400 0.0% 001700 Technical College Tota�: 125,500 125,500 0.0% .� Recorded Documents Updated:1/10/2018 � QUIT CLAIM DEED ��t�'Property History Date Remrded:3/28/2007 345456 N/A COVENANTS Date Recorded:8/15/2000 285863 713/180 htlps:lltas.sawyercoun�ygov.orglsystem/frames.asp?uname=Eric+Wellauer ���