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008-118-12-0001-CST-2022-226
F 1 . ^ \ ' Wisconsin Department of Safety and Professional Services ����I N p� Page 1 of 2 —r Division of Industry Services SOIL EVALUATION REPORT i�-� In accordance with SPS 385,Wis. Adm. Code County � Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must include, Sawyer ^ 1 but not limited to:vertical and horizontal reference point(BM),direction and percent slope, Parcel I.D. N scale or dimensions,north arrow,and location and distance to nearest road. 008118120001 � Please print all information. Review by Date � Personal information ou rovide ma be used for seconda u oses Priva Law,s. 15.04 1 m . � w I� �S �� Property Owner Property Location ❑ � Williams Cottages LLC Govt. Lot '/+ '/. S 27 T 38 N R 9 E (or) W Property Owners Mailing Address Lot# Block# Subd. Name c3F66M# 2316 24`"Ave. 12 Villa e of Ed ewater City State Zip Code Phone Number ❑City ❑Village �Town Nearest Road Rice Lake WI 54868 ( Ed ewater 3154N Count H F � New Construction Use:� Residential/Numberof bedrooms 3 Code derived design flow rate 450 GPD � Replacement ❑P1,ublic or commercial—Describe: �, Parent material S4'naty O K ..�aS� Flood Plan elevation if applicable N/A ft. Sy� General comments and recommend tions: Conventional system elevation 92.0 1� Boring# ❑ Boring � Pit Ground surface elev.96.95 ft. Depth to limiting factor 120 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 1 0-6 10yr 4/1 - sl 2msbk dl cw 2f-2m .6 1.0 2 6-18 10yr 6/4 - sl 2msbk dl as 2m .6 1.0 3 18-30 10yr 5/4 - s osg dl as 1 m .7 1.6 4 30-120 10yr 7/4 - s osg dl - - .7 1.6 2❑ Boring# ❑Boring �Pit Ground surface elev.95.85 ft. Depth to limiting factor 120 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlFtz In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. "Eff#1 *Eff#2 1 0-5 10yr4/1 - sl 2msbk dl cw 1f-1m .6 1.0 2 5-18 10yr 6/4 - sl 2msbk dl as 1 m .6 1.0 3 18-29 10yr 5/4 - s osg dl as - .7 1.6 4 19-120 10yr 7/4 - s osg dl - - .7 1.6 *Effluent#1 =BOD,>30 5 220 m /L and TSS>30 5 15 /L 'Effluent#2=BOD, >30<_220 m /L and TSS>30 5 150 m /L CST Name(Please Print) Signature ' � CST Number Rick Brown 231251 Address Date Evaluation Conducted Telephone Number PO Box 637 Spooner WI 54801 10/16/22 715-419-0739 �`�t. �J2tC' � l7„1 3� I � � SA� c��— 3 ��D) __:��� _..._ SBD•8330 CRl�lt�1 � . ' `, ,.�V Chk# 4 q S 3 . NO R�FU(�DS AFTER +'-',i'-- O�T � '� L�Z� RC t# (�`�w W r�r(d � �`��� ��COF PEJ�MiT p �,,��,� ��,WYER COUNI�Y ._ a..-.�,:>,,�n erueir.��cronrtnnt 3❑ Boring# ❑ Boring � Pit Ground surface elev.97.5 ft. Depth to limiting factor 120 in. 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 1 0-6 10yr 4/1 - sl 2msbk dl cw 2f-1 m .6 1.0 2 4-19 10yr 6/4 - sl 2msbk dl as 1 m .6 1.0 3 19-31 10yr 5/4 - s osg dl as 1 m .7 1.6 4 31-120 10yr 7/4 - s osg dl - - .7 1.6 ❑ Boring# ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil A piication 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 ❑ 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 s 150 mg/L *Effluent#2=BOD,>30 s 220 mg/L and TSS>30<_150 mg/L ������1 � ��b �� , � � ' "-`-�7 Pw /�r f� ���� , o�� � � MVL� SP.�'�yp`C'J�"�TTION �pi�1NG R�����S��A CHECK BOX AS APPLICABLE CHECK BOX AS APPLICPHLE. SOIL EVALUATION o s`a1e:�40 40 so 80 ❑SYSTEM PAGE 2 OF 4 SITE MAP PLOT PLAN PROJECT NAME: oesicN F�ow�. 450 �Po �ione�a� to' Williams Cottages I Attach design flow calcula�ions for commercial plans. Paodecrnooaess: 3954N County Hwy F Birchwood � Pipe Material/ASTM S�andard(Tables 384.30.3&384.30-5) Nsa���ary�we,: 4 � BM Symbol:�} BM Elevalion: ��� FT Force Main: / BM o�s�nPuo,,: Top of well Slo eGradiem(o) i�a��a�e�onnoy IMPORTANT: P � well Symbd(if applicame): p a�awmg a�aRw, Show gmund elevatlon contours at suitable intervals. ol7ested nrea: o�me app,ovne o�e. � I 97� � 9�.� ��,� �� / �1�/'���� � � �d /Q" 1 /� � / � �;l� ��- ���,. ❑ �,�� -�- r b�^ ✓_i ✓' � /� S�>� �� L _�..._ � � �,:��r , � fji ; 9G.9> i 1�J- -- 9s' s''� � I �S� _ � � �% I Soil Profile Sheet Owner: Inr;1��Q,,,, o.f}z,9�s LL� $oilTester: !Q,'c(c f� n,_,,,,� � System Elsvation: `3a�a ± Load Rate: � �7 System Range:`�-5 ro A`3. 35 � � � J �� ..... ..... ...... ...... ...... , ... ...... :.,... ...... .... ...... qR ...... ...... ...... ...... ..... ...... .... � ...... .....: ... ...... a 8 .... ..... ...... ...... ...... ..... ...... ... ...... .. ... ...... � ...... .....: .... ..._. ..:... ...... _ 97.5 4� ... ...... - 46qS� ...... ...... �- .... ...._ ..... ...... ..... ...:.. p.� 4� ... . 0.6 ... . ._.. � ... ... I ' ...... ...... ...... � ........ _ � .... ...... ' q S' g �-- ....... ....:. - 95'.9� � _ _.... ...... � . ._... ..:... � Y� :..... ...... 9S ...._ .. �. . ... � ...... ...... f ..... ...... --. .._... V ...... ...... � ...... ...... ...... ...... - 4 y. 3 S 9Y ...... ...... .... ...... ...... ...... ...... ...... . ...... ...... 3 . ... ...... 9 ...... ...... .... ...... ...... D`7 ..... ...... ... .....: o.7 .... ...... ..... ...... , ...... ..... ...... ...... �� ._.. ...... ... ...... ...... ...... . ...... ...... ... ...... .... ...... �1 ..... .._... o `7 .... . ..... .._... .. ...... ...... ...... .....,..... . ............ ...... ...... - `t a.5 '�-- ...... ---.. ° ...... ...... - 89.95� ...... ...... � N �P. NP ..... ...... '�j� ... . . � ::: ::: ::: ::: ... .. ... ...... ...... -�3.¢S � ... ... �3, ...... ...... � ..... ...... � -+-3 ' ...... :..... N. f . ...... ...... ..... ...... � ...... ...... � ...... ...... ...... ...... ...... ...... ...... ...... � ... ...... _ B�.S � ....._ ... .. .... ...... +3 ' " ..... ...... � .. .. � �9S� ...... ...... , ... . _. ....:. � .... ...... 86 �S. 8S � 10/25122, 12:15 PM Real Property Listing Page RC'dl EState Sawyer County Property Listing Property5tatus: Current Today's Date: 10/25/2022 Created On: 2/6/2007 7:55:14 AM �Description Updated: 10/4/2011 ''� Ownership Updated: 1/23/2012 Tax ID: 7659 � WILLIAMS COTTAGES LLC RICE LAKE WI PIN: 57-008-2-38-09-27-5 15-118-120001 Legacy PIN: 008118120001 Billing Address: Mailing Address: Map ID: -4.12 WILLIAMS COTTAGES LLC WILLIAMS COTTAGES LLC Municipality: (008)TOWN OF EDGEWATER 2316 24TH AVE 2316 24TH AVE STR: 527 T38N R09W RICE LAKE WI 54666 RICE LAKE WI 54668 Description: VILLAGE OF EDGEWATER ALL BLK 12 m VACATED WILCOX ST&MARTIN ST r Site Address ' indicates Private Road ... . .-—____.--- .___..__.. ecor e Acres: 1380 N�q Cakulated Acres: 1.509 Lottery Claims: 0 ;..� Property Assessment Updated: 6/28/2021 First Dollar. No � � � Zoning: (RRi) Residential/Recreational One Z022 Assessment Detail ESN: Code Acres Land Imp. G2-COMMERCIAL 1.380 8,500 0 �� Tax Districts Updated: 2/6/2007 Z-Year Comparison 2021 2022 Change 1 State of Wisconsin Land: 8,500 6,500 0.0°/o 57 Sawyer Counry Improved: 0 0 0.0% 008 Town of Edgewater Total: 8,500 6,500 0.0% 650441 Birchwood School District 001700 Technical College iL"�Property History �.� Rewrded Documentr . Updated: 1/23/2012 N/A �� � � � QUIT CLAIM DEED Date Recorded: 12/29/2011 376352 ORDER VACATE PLATTED STREET Date Recorded: 12/15/1995 251869 567/413 hrips://tas.sawyercounrygov.orglsystemlframes.asp?uname=Eric+Wellauer 1Ii - . j � Ly ,� � .. Y I j . J ' .. � J � A � �Y� Y. . y�. :•: y, ;.� 7 v . . � - � � � i .. , `4� ti �'v�Y F � '�" ` j.i@ � rij_ � F� `y ��, iw� ^4 � � - � � O �: `��[ �. ��.,�'��7j' �f' Ytk' f � . •` �� � •.,�� ` T . "� . ~* _�'��\`� -t . 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