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.�������.��. WsconsinDepartmentofCommerce SOIL EVALUATION REPORT Page�of� � Division of Safery and Buildings � in accordance with Comm 85.Ws. Adm. Code Counry S�wyer � Attach wmplete site plan on paper not less than 8 tl2 x 11 inches in size.Plan must include,but not limited to-vertical and horizontal reference poiM(BM),direction and Parcel LD- 57-008-38-09-27516-68R-000100 p` percent slope,scale ordimensions,north arrow,and location and distance to nearest road. pt1$-17$—00-O(CO�-01b 1�-' Please print all informatioa Rev ed by Date � Personal informalion you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). � � 9�q I� ' Property Owner Property Location Jon&Karcn Schrocdcr �F, y�# y�y S �� T 3� N R 9 E�(or� � PropertyOwner'sMailingAddress , ket#-. Block# Subd.NameorCSM# �� o � 29257 230 th dvc l�� '� Ridgc Vicw cabins I&2 Ciry State Zip Code Phone Number ity �Village • Town Nearest Road �'3� Holcombc WI 54745 � 7�5-577-8460 co.hwy."F" �New Construction UseO Residential/Number of bedrooms 4 Code derived design Flow rate ��� GPD aReplacement �1Public 1or commercial-Describe: Parent material�i,��Iw�3�'1 ti Flood Plain elevation if applicable �7 k. General comments y ����������/ co�ventional 95.60's stem el. �l �'f �' `� j� and recommendations: �' �-4,- S9Y�R NO REFJNDS AFTER I Il ISSUE OF PEFiMIT 5 SEP 0 1 2022 O eoring SAVdYEr=+COIiNTY" �B�ring# »5 ZONING ADt�11�i!5 i RHTI.%N � pit Ground surface elev. 9R.40 ft. Depth to limiting factor in. Soil A plication Rate� Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu.Sz Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 y I 0-10 l0yd/2 s osg ml gs lf 0.7 L6 2 10-22 10 r5/4 s os� ml ay - 0.7 L6 3 22-75 IOyrS/A - s osg ml - - 0.7 I.�' � � J �° Boring# �BOring 9R5I »F j � pit Ground surface elev. ft. Depth to limiting factor in. Soil A lication Rate Horizon Depth Dominant Color Redox Description Teuture Structure Consistence Boundary Roots GPD/k � in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. 'Eff#1 'Eff#2 I 0-9 IOyr3/2 s osg ml gs If OJ Lb � ? 9-20 ]0 r5/4 s osg ml as _ 0.7 Lb g �0- 76 IOyrS/R - osg ml - _ 0.7 L6_� � 'EfFluent#1=BOD>30<220 mg/L and TSS>30<150 mglL 'EfFluent#2=BODS<30 mg/�and TSS<30 mg/L CST Name(Please Pnnt) Signature I\� CST Number David C Laird p� ' �,� ' .?2 ras 3 � Address Date Evaluation Conducted Telepaone Number 20165 Co. f�lwy. "Z" Cornell WI 54732 R-12-22 715-239-6194 � �� �or� CA> ��.Q.�.,.,._..,. Property Owner 1on & Karcn Schroeder parcel ID# 57-008-80927516-68R-000100 page Z of Z 3 Borin # Boring g � Pit Ground surface elev. 9���� ft. Depth to limiting factor ���� in. Soil A lication Rate Horizon Depth Dominant Color Redox Description Te#ure Structure Consistence Boundary Roots GPD/i� in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 "Eff#2 I 0-9 IOyr3/2 - s osb ml gs If O] L( � 9-23 10 r5/4 - s os ml as - 0.7 1.6 3 23-80 10yr5B - s osg ml a� - 0.7 L6 1 ❑ Boring # ❑ Boring � pit Ground surface elev. k. Depth to limiting factor in. Soil A lication Rate Horizon Depth Dominant Color Redoz Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'EH#i 'Effik2 --1 � Boring ❑ Boring # Ground surface elev. k. Depth to limiting fac[or in. � Pit Soil A lication Rate Horizon Depth Dominant Cobr Redox Description Te#ure Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 "Eff#2 ' EfFluent#1 = BOD�> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effiuent#2 = BODy < 30 mg/L and TSS < 30 mg/L (san� aa- a3 � The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need marerial in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. Date ��q�� a sRo�„�T���ao„oa� �� 02 oF�' �,0� Chk#_ 13�I"]� ,_ _ _ Rcpt#�.w wcr ld #333 S' __ yl,l Fl- a�' -,�% , 7�(�7rdm �%'�� � .r--- �`�r' ' __- ----- -- ----- -r== ' " ----- � , � /; � / ; ", � / _. '" , r b �. � � OL° � / �_% ,. � . , 7 /'� ;` / d' � ---� � r�d `---�- --�__" ,�'� °� �' �sl"� � / �„��' ` - �g�,� -t�Q,:1 Gsh � Q� �O . �— �_ _ - _ "�_ _`% _ �- ,-- _ _ _.-- �;A N �,�,. N - -�� . � _.._._-=-- �—�"" -��l��s �b ____ -- -- --=- i_ s�x � � ��. � — - qNiy a -�,....- _r----..'_ - . , ' � I �' h N � 9d �♦ ,a�db � E N � a� � � zt `--- ,.� a ;s$b � �;��d� � IZ # a�-� � � � -,. 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I '` �, � 5'3 � \ Lb`tir i-� 1 0 � � � �'� , G Gy�"°1 S �9 �G�,� � � . �'�" � �Q `�a.�`�'� ',` ��;;�;�� s� 1 � - �„ , o°� ' � _ __---'�� � N � � � �.uQ: U� � li6 /9 '6 � � -S/G � - { ,Q� _----_- i L`�'L I-+S l�7 77�NZ!c-� T- '' �,Z, ���J-/ O.1 5� I O� � � ,' 1 � - , ��`��� ; I ' �� V � � � { � � �}��G Q� , �� -e r C� tt�15�1 7 t OS �� ����� � � ' e' �'4 t '� ' �� w i ` oh � � ° � ` ' � 1 I �,6� ?�• �i'S'L.�'�° -$ �-13oG ��_ �G � � r d �i� - � � � .. �r-' u 0 �. p( O�C� �., � �,� � I �.gd Q �1- �, - µS �� L� S � � ���'d � � eb� ��� �3 � �/M�943 � �"� � �B C � ������ �,� � Cr%b,s � �� �� - -- �tro r � � o, � N�-" � f 71 a��,�5� � �I�+� `l'L 4 5 �� � � ,�, �(� �p3 �`�, � n1� ''r d��� �/ O ? `70t; � � 31� E� 1r1 O�L� [�SP G � �--��� Q ���_s N�b�d,�r + No� — `��N r*�O--_ _— — ----- ---- ----- _- --- — - ----- --- ---- ------ ---- _-- �. , _�, � =r� u �c: ��� ��� Soil ProfileSheet Owner: Sc�,ro��v Soil Te,ster: �.ci r-� i r System Elsvatlon: �5•6 Load Rate: � � System Range;��� to R'7•`/ _ � � � 1�° ........ ........... , ......... .:.......... ......... 99 ........... .......... ......... ...... , .......... .... , � .—98�Y .. ...-48-SI. — _qg_6 �, :..:: � � � : ::: � ..... ..... ........... a� � ............ ........ � � .7 ......... ..... , � ........... ... 96 f .....,. ...... � ........... ........ , .,...... . � .......... � ....:... _9S,�S� S , ....... q � N-P --... ,9 S.�8 �-- ........... �� - ... � N.�, ... . 4y�q ( ........ ...... ...... ...... N, . ............ � Y ............ ..... .......... ..... 1-3' ' -F3' ........... ...... � � ........... . ............ ........... f3 q ._.......... .......... � ........... ......... ...... . ............ _�ta_�S� :..:::..:..._ 92,18 s� ............ ........... ........... , ........._ ............ - 9i,93 . ............ ......... ............ q� .......... _ ......... ........... ........ ....... .....:..... ... yo .._......... ..... ............ ........... i ............ ........... � .......... � ............ ............ � ............ .. ........... ............. . ............ . ..... ...... Y7 ........ ............ ......... � � ......... . ._.. ...... gG _.... 9l9/22,9:13 AM Real Property Listing Page R2al EStdte Sawyer County Property Listing Property5tatus: Current Today's Date: 9/9/2022 Created On: 2/6/2007 7:55:15 AM � Description Updated: 11/13/2019 '� Ownership Updated: 2/3/2022 Tax ID: 7996 JON D&KAREN E SCHROEDER HOLCOMBE WI PIN: 57-008-2-38-09-27-5 16-688-000100 Legacy PIN: 008273000100 Billing Address: Mailing Address: Map ID: -23.1 ]ON D&KAREN E ]ON D&KAREN E Municipality: (008)TOWN OF EDGEWATER SCHROEDER SCHROEDER STR: 527 T38N R09W z9257 230TH AVE 29257 230TH AVE Description: RIDGEVIEW CONDO DECL 848/400 UNIT HOLCOMBE WI 54745 HOLCOMBE WI 54745 1 & 1/9 INT IN COMMON ELEMENTS Recorded Acres: 0.530 w Site Address ' indicates Private Road Cakulated Acres: 0.013 3000N COUNTY HWY F BIRCHWOOD 54817 Lottery Claims: 0 '� 1 First Dollar. Yes u Property Asseument Updated: 5/20/2022 Waterbody: Chetac Lake 2022 Assessment Detail Zoning: (RRl) Residential/Recreational One Code Acres Land Imp. ESN: 430 G2-COMMERCIAL 0.530 21,1D0 19,000 -� Tax Districts Updated: 2/6/2007 2-year Comparison 2021 2022 Change 1� State of Wismnsin Land: 188,400 21,100 -88.8% 57 Sawyer County Improved: 172,200 19,000 -89.0% 008 Town of Edgewater Total: 360,600 40,100 -68.9% 650441 Birchwood S�hool District 001700 Technical College � PSI'Property History • Recorded Documentr Updated: 5/19/2022 N�q TRUSTEES DEED Date Recorded: 1/18/2022 437169 CORRECTIONINSTRUMENT Date Recorded: 1/17/2017 404969 CONVEYANCE RECORDED NOT USED Date Recorded: 10/17/2016 403471 QUIT CLAIM DEED Date Recorded: 7/31/2001 292843 QUIT CLAIM DEED Date Recorded: 5/7/2001 290697 WARRANTY DEED Date Recorded: 1/6/1997 258613 ORDER VACATE PLATTED STREET Date Recorded: 11/30/1995 251650 WARRANTY DEED Date Recorded: 12/16/1994 245721 https:Ntas.sawyercountygov.orglsyslem/frames.asp?uname=Eric+�ryellauer 1/1 9/9122.9:57 AM Real Property Listing Page R2dI EStdte Sawyer County Property Listing Property5tatus: Current Today's Date: 9/9/2022 Created On: 2/6/2007 7:55:15 AM �Description Updated: 11/14/2019 '� Ownership Updated: 2/3/2022 Tax ID: 7997 ]ON D&KAREN E SCHROEDER HOLCOMBE WI PIN: 57-006-2-36-09-27-5 16-688-000200 Legacy PIN: 008273000200 Billing Address: Mailing Address: Map ID: -23.2 70N D&KAREN E ]ON D&KAREN E Municipality: (008)TOWN OF EDGEWATER SCHROEDER SCHROEDER STR: 527 T38N R09W 29257 230TH AVE 29257 230TH AVE HOLCOMBE WI54745 HOLCOMBE WI54745 Description: RIDGEVIEW CONDO DECL 848/400 UNIT 2 & 1/9 WT IN COMMON ELEMENTS Recorded Acres: 0.530 � Site Address * indicates Private Road Calculated Acres: 0.014 N/A Lottery Claims: 0 First Dollar: Yes l.� property Assessment Updated: 5/20/2022 Waterbody: Chetac Lake 2022 Assessment Detail �� Zoning: (RRl) Residential/Recreational One Code Acres Land Imp. ESN: 430 G2-COMMERCIAL 0.530 21,100 18,800 -� Tax Districts Updated: 2/6/2007 2-Year Comparison 2021 2022 Change 1 State of Wisconsin Land: 100 21,100 21,000.0% 57 Sawyer County Improved: 0 18,800 100.0% 008 Town of Edgewater 7otal: 100 39,900 39,800.0% 650441 Birchwood School Distric[ 001700 Te�hnical College � �t�'Property History • Recorded Documents Updated: 5/20/2022 N�q � � �� TRUSTEES DEED �� Date Recorded: 1/18/2022 437169 CORRECTIONINSTRUMENT Date Remrded: 1/17/2017 404969 CONVEYANCE RECORDED NOT USED Date Recorded: 10/17/2016 403471 CONDOMINIUM DECLARATION Date Recorded: 4/22/2003 310487 QUIT CLAIM DEED Date Recorded: 7/31/2001 292843 QUIT CLAIM DEED Date Recorded: 5/7/2001 290697 WARRANTY DEED Date Recorded: 1/6/1997 258613 ORDER VACATE PLATTED STREET Date Recorded: 11/30/1995 251650 WARRANTY DEED Date Recorded: 12/16/1994 245721 https://tassawyercountygov.org/systemltrames.asp?uname=Enc+Wellauer 1I1 Map Unit Description:Vilas-Lindquist complex,0 to 6 percent slopes--Sawyer County, Wisconsin Sawyer County, Wisconsin 594B—Vilas-Lindquist complex, 0 to 6 percent slopes Map Unit Setting National map unit symbol: 1353s Elevation: 600 to 1,950 feet Mean annual precipitation: 27 to 36 inches Mean annual air temperature: 37 to 46 degrees F Frost-free period: 80 to 150 days Farmland classification: Not prime farmland Map Unit Composition Vilas and similar soils: 50 percent Lindquist and similar soils: 35 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Vilas Setting Landform: Outwash plains Landform position (two-dimensional): Summit, shoulder, backslope Down-slope shape Convex Across-s/ope shape: Convex Parent material: Sandy outwash Typical profile A - 0 to 2 inches: loamy sand E- 2 to 4 inches: loamy sand Bsl -4 to 11 inches: loamy sand Bs2- 11 to 23 inches: sand BC- 23 to 32 inches: sand C- 32 to 80 inches: sand Properties and qualities Slope: 0 to 6 percent Depth to restrictive feature: More than 80 inches Drainage class: Excessively drained Runoff class: Very low Capacity of the most limiting layer to transmit water(Ksat): High to very high (6.00 to 20.00 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: Low (about 4.3 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4s Hydrologic Soil Group: A USDn Natural Resources Web Soil Survey 9l9/2022 � Conservation Service National Cooperative Soil Survey Page 1 of 3 Map Unit Description:Vilas-Lindquist complex,0 to 6 percent slopes---Sawyer County, Wisconsin Forage suitability group: Low AWC, adequately drained (G 090AY002 W I) Other vegetative classification. Low AWC, adequately drained (G090AY002W1) Hydric soil rating: No Description of Lindquist Setting Landform: Outwash plains Landform position (two-dimensional): Summit, shoulder, backslope Down-slope shape: Convex Across-slope shape: Convex Parent material: Sandy outwash Typical profile Oe - 0 to 1 inches: moderately decomposed plant material A - 1 to 2 inches: loamy sand E-2 to 5 inches: loamy sand Bs1 - 5 to 22 inches: loamy sand Bs2,8s3 - 22 to 34 inches: sand E'-34 to 39 inches: sand E and Bt- 39 to 77 inches: sand, loamy sand C- 77 to 80 inches: sand Properties and qualities Slope: 0 to 6 percent Depth to restrictive feature: More than 80 inches Drainage class: Somewhat excessively drained Runoff c/ass: Very low Capaciry of the most limiting/ayer to transmit water(Ksat): High to very high (6.00 to 20.00 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: Low (aboul 5.8 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4s Hydrologic Soil Group: A Forage suitability group: Mod AWC, adequately drained (G090AY005W1) Other vegetative classification: Mod AWC, adequately drained (G 090AY005 W I) Hydric soil�ating: No Minor Components Chinwhisker Percent of map unit: 5 percent Hydric soil rating: No USDn Naturel Resources Web Soil Survey g�g�2�2p � Conservation Service National Cooperative Soil Survey Page 2 of 3 '`�` 3y` +.+ . .,..� . 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