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022-738-23-5802-CST-2024-075
"'"°°"°°`°'°�""°`s"°"80°"°"°"°°°�s`""" Soil Evaluation Report C�nsion of Indus�ry Services in accoNanm wlf�SPS?BS.Wis AOm CoOe � �� Attach complete site plan on paper not less than 8%X 11 inches in size. Page: 1 of� � Plan must include but not limited to�Vertical and horizontal reference County: point(BM),direction and percent slope,scale or dimensions,north arrow, Sawver � location and distance to nearest road. Parcel LD. (� Please Print All Information 22738235802 � Personal information you provide may be used for secondary purposes. Reviewed By. Date: �1'' �,1 (privacy Law,s.15.04(1)(m)). Zo �c.0 —1 PropeRy Owner: Property Location � Greqory C&Lintla A Hintle S23,T38N,R7W Property Owners Mailing Address: Lot: Block: Subdivision Name or CSM# 3647N Swede Road 0 City State Zip Code Phone Number Town Nearest Road: Radisson WI 54667 0 Radisson Swede Road Number of Bedrooms � ode derived design ow rete: (—�`1ew �J Residential 150 � Replacement r Public or Cortvnercial-Describe: a��'9 Parent Material: Outwash Flood Plain if Applicable: 81.74 General Comments 8 Recommendations: System Elevation: 95 . . . BOflfl #� r Bor.�y qt Ground surface Elev� Depth to Limiting Factor: Soil Application Rate: g 98.61 Ft. 1201n. Horizon Depth in. Domm.Color Redox Description Teuture Structure Consistence Boundary Roots GPDIft' Munsell Qu.Sz.Cont.Color GcSz.Sh. 'EH#1 Eff#2 1 0-10 7.SYR4/6 N/A SL 2MSBK MFR CS 3F 0.6 1.0 2 1036 7.5YR4/6 N/A SL 2MSBK MFR CS N/A 0.6 7.0 3 36-120 7.5YR4/4 N/A GRS OSG ML N/A N/A 0.7 1.6 4 5 6 H3=MOIST(NOT SATURATED SOIL)AND<35%ROCK 7 r Bor.� ph Ground surface Elev: Depth to limiting Factor: Soil Application Rate: Boring#2 9699 Ft 120 In. Horizon Depth in. Domm.Color Redox Description TeMure Structure Consistence Boundary Roots GPD/ft' Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. `Efflii Eff#2 1 0-6 7.SYR4I6 N/A SL 2MSBK MFR CS 3P 0.6 1.0 2 630 7.5YR4/6 N/A SL 2MSBK MFR CS N/A 0.6 1.0 3 30-120 7.5YR4/4 N/A GRS OSG ML N/A N/A 0.7 1.6 4 5 6 H3=MOIST(NOT SATURATED SOIL)AND<35%ROCK 7 'EHluent#1=BOD 5>30< 220 mg/1 and <1 mg/I ' lfluent#2=BOD 5< 30 mg/1 and TSS<30 mg/1 CST Name(Please Print) ' atur CST Number: 877598 Mark S.Thompso Address:12006 N US Hwy 63 te alu ti n t : Telephone Number Hayward,WI 54843 ednesday,May 1,2024 715/699-4081 SBD-8330(R04/15) �`--An/ ;�y-�I �� Property Owne[ Greqory C 8 Linda A Hinde Parcel I.D. 22738235802 Page: 2 of 6 Ground surface Elev: Depth to Limiting Factor: Boring # 3 r Bo�r � Soil App. Rate 99.29 Ft. 120 In. Horizon Depth in. Domm.Color Redox Description Te#ure Structure Consistence Boundary Roots GPDIft' Munsell Qu.Sz. ConL Color Gr.Sz.Sh. 'Eff#1 EN#2 7 0-4 7.SYR4/6 N/A SL 2MSBK MFR CS 3F 0.6 1.0 2 4-36 7.5YR4/6 N/A SL 2MSBK MFR CS N/A 0.6 1.0 3 36-120 7.SYR4l4 N/A GRS OSG ML N/A NIA 0.7 1.6 4 5 6 H3=MOIST(NOT SATURATED SOIL)AND<35%ROCK 7 Ground surface Elev: Depth to Limiting Factor: Boring # 4 r" Bo�r A�t Soil App Rate 0 Ft. 0 In. Horizon Depth in. Domm.Color Redox Description TeMure Structure Consistence Boundary Roots GPD/ft' Munsell Qu. Sz. Cont. Color Gr.Sz.Sh. 'Eff#1 Eff#2 1 2 3 4 5 6 7 Ground surface Elev: Depth to Limiting Factor. Boring # 5 I— Bo�r Ac SoilApp Rate 0 Ft. 0 In. Horizon Depth ia Domm.Cobr Redox Description Teuture Structure Consistence Boundary Roots GPD/ft' Munsell Qu. Sz.Cont Color Gr.Sz.Sh. "Eff#1 Eff#2 1 2 3 4 5 6 7 Ground surface Elev: Depth to Limiting Factor: Boring # 6 r Bor� �t SoilApp. Rate FL In. Horizon Depth in. Domm.Cobr Redox Description Texture Structure Consistence Boundary Roots GPDIft' Munsell Qu.Sz. ConL Color Gr.Sz.Sh. `Eff#1 Eff#2 1 2 � '. ' 3 I _. __ . _ 4 � t_�� . L'lii4 � 5 - — -- --.. __ __ g �INt; q, � \pjl�rRt�., c�+� 7 'Eftluent#7 =BOD 5>30< 220 mg/1 and TSS>30 < 150mg/I `Ef(luent#2=BOD 5< 30 mg/I and TSS < 30 mg/1 The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-2663151 or TTY 608-264-8777 S ._,_ `.L�_ SBD8330(RO]/00) , n:yT _I � �� -1 RC!!!n 1 S8'(9 � n o o Z E \'� xk > > °:. m � � s o _ � � a .. \ m ✓ L \ 0 i _ � , O O � 1 m `�c � \ 3 g � � o m � m 3 w y o ^� n N � n \ A w n . �m \ � w � p, � lo � ww r � w Z � � � d � D � � I � � I O � � X i "_ ^. ^ J ►I • J � � I/ N � (D �p F 3 IO � � o O 0 :� o �.' o 0 ti �x l J � �^ m � O W P � � ♦ ' � i m � � � n� _ � w � 7� c n � - N N (P (n (p o � N W � � � n S �p NW � � � A r � Z F W UI CD 7 '� ii ii n ii Swede Road IA I(O I� I� Soil Profile Sheet Page: 3 of 6 Owner: Gre o C 8 Linda A Hinde Soil Tester: Mark S. Thom son System Elevation: 95 Load Rate: � System Elevation: 92.29 To 95.61 100 B3 100 B2 100 61 99 --------------99.29 99 -------------- 99 --------------- ----------- 98.99 ----------- 98.61 98 --------------- 9$ --------------- 98 --------------- --------------- --------------- -----------� System 97 --------------- 9� -------------- 9� ----------- Elevation -------- 0.6 ---------- 0.6 �--- 96 ---------- 96.29 � 96 ----------- 96.49 � _96"" ----------- 0.6 ----------- ---------- — -----------� — 0.7 —..___._ 9� 95.61 � 95 - 95 _ '_;� — g5 ----------- 0_� � __ 94 -------------- 94 --------------- 94 --- -- --------------- I --------------- 93 ------------ 93 ------- i 93 -------- ------------ --------------- --------------- 92 ---------�---92.29 92 --------------- ° — 92 -------------- --------------- ---------- 91.99 ----------- 91.61 91 --------------- 9� -------------- 91 --------------- ----------- --------------- --------------- 90 --------------- 9a -----------� 'L3' 9� ----------- "g' --------------- --------------- --------------- 89 ----------� 89.29 89 --------------- $9 -------------- --------- L_F. ---------- 88_99 ----------- 88_61 88 -------------- $$ ---------� L.F. 88 ----------- L.F. --------------- --------------- --------------- 87 --------------- 87 87 - --- --------------- --------------- --------------- 86 --------------- $s --------------- $s --------------- --------------- --------------- -------------- 85 --------------- 85 85 --------------- --------------- --------------- ------------- 84 --------------- 84 84 --------------- -------------- --------------- -------------- 83 --------------- $3 --------------- $3 --------------- --------------- --------------- --------------- 82 --------------- 82 82 --------------- ------------- -------------- --------------- 81 ------------ $� -------------- $� --------------- -------------- --------------- ------------- 80 -------------- 80 $a -------------- -------------- ------------- --------------- 79 --------------- 79 �9 --------------- --------------- --------------- --------------- 78 --------------- �$ --------------- 7$ --------------- -------------- -------------- --------------- Soil Profile Sheet Owner: r1i„� SoilTester: �bt .T, System E(ev�tto : �I. 61 � Load Rate: �� � ' � SystemRange:`Ta.3 to 9�(. 6/ � l � � �oo , .:. ... � �`99•�g. � .. .. - 98�9q .. ... ....-.-R8.6 i � --_ ..... ...... ...... . _.... .._... ... ...... . ...... R8� .. ...... .. ...... ... ...... ._......... �--� --�-- ......... D.� ...... .,.... 0•(P �- . ....-- . ...... ...... � .� .._... ...... Q� ..... ..... ..... ...... ..._. ..--� � ..... ...... ...... ...... i � ..-�- --... .-.-. . - - - 9 .S _ ...... ..... .__. ...... -.. . -96.29 �---, ...... .. , ..__ ...... ^ �iS:6f � ' �--� -.�_� .,,._ ...... i ........ ..:... 95' :..... ...... ,... ...... ...... ...... .... . � ._... ...... � ...... ...... 9Y �-�-- ..... o —� 0� . ...... ...... ..... ...... p .� .._-- ...... � ...... ...... ...... ...... . ..... ...... Q3 ...... ...... .. ...... ...... 92� ... .:. ::: _::: ::: ::: -q�.�9 � �-� .. .. .. ... ..... ...... i . -9:/,4q ��-- . _..... ... .. .... _....-91 , 6f �t/. 9I1 ..:_. ...... • � �•P. .- .-- � N'�' :. .. S . ...... ... .. ... ... ... ? • ... ... -• �- ..... ....,. ,F3' -----:..... , � � ....._...... �3 , ._... .._.. o .._... ----- 3 � ...... .....- � � .... ... �- -�• ... ::: -b�fa9. i .. ... ... ... ...... ...... , ...... ... ...... ...... , � ..... -SB•99 ...... ...... -8P•61 -��- � ..... ...... ...... _.... � ---.. ...... ...... ...... ...... ...._. � ....._ ...... --.... _..... ._.... ...... ...... ...... ...... ...... ...... ...._. • � ...... ...._ .. ..... ...... -- ...... a') ...... ...... ��. ...... ....:. -- . ::: 5/2/24, 7:55AM Novus-WisconsinAccess rev. 13.1108 f2@�! Estate Sawyer County Property Listing Propertystatus:current Today's Date: 5/2/2024 Created On: 2/6/2007 7:55:38 AM �' Description Updated: 1/17/2019 � Ownership Updated: 2/6/2007 _ _ Tax ID: 22731 GREGORY C& LIPDA A HIPDE RADISSON WI PIf�k 57-022-2-38-07-23-5 05-008-000020 Legacy PIN: 022738235802 Billing Address: Mailing Address: Map ID: :8.2 GREGORY C & LiPDA A HIPDE GREGORY C & LINDA A HIPDE Municipality: (022) TOWN OF RADISSON 3647N SWEDE RD 3647N SWEDE RD STR: 523 T38N R07W RADISSON WI 54867 RADISSON WI 54867 Description: PRT GOVT LOT 8 LOT 1 CSM 6/71 #1151 Recorded Acres: 3.380 � Site Address * indicates Private Road _ _ Lottery Ciairrs: 1 3647N SWEDE RD RADISSON 54867 First Dolldr: Yes Waterbody: Chippewa River Radisson Fbwage � Property Assessment Updated: 8/9/2017 _. ___. _ __ _._ _ _ _ _. _._ Zoning: (RR1) Residential/Recreational One 2024 Assessment Detaii ESN: 426 Code Acres Land Imp. G1-RESIDENTIAL 3.380 71,300 91,600 � Tax Districts Updated: 2/6/2007 --- - - - 2-YearComparison 2023 2024 Change 1 State of Wisconsin �nd: 71,300 71,300 0.0% 57 SawyerCounty Improved: 91,600 91,600 0.0% 022 Town of Radisson Total: 162,900 162,900 0.0% 576615 Winter School Distrid 001700 Techn"ical College s� Recorded Documents Updated: 8/24/2023 � Property History _ _ _ _ _ .. _ _ N�A � WARRAIYfY DEED Date Recorded: 3/19/2001 289698 https://tas.saw yercountygov.org/Access/master.asp 1�� , ,: -- � - .+:. ."."s"'r-_�.__ .�.��,,,,^ -.� ` �• ��i�� ��t. �.�'l�- .. ����r�` I • Addresses <. �- .. : ' .� - -,.+« :..w+�s+.r+�:..�j° � ��� a ,��:.. .. Y` t . ._�.......,M.. � �r� -.4, .., , � � '� � �"�S �.i Parcels .p >..,,�,�,:'`,a: ��'�•.`�- . �.*a �� �.,1��.:�,h# F��s,*. l.: '��4c T Parcel Numbers :" t '"'�\ �� - ' j � `� � p'� �'Towns ' • -` � �"� �•j�' � ��. � ❑County Outlines "`�=,-.`+,� 'L -.. `.., + w •� 4'� � . �`{[}�y',(� � . 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