014-842-23-4106-CST-2023-191 ��������.,. � of 4 C�
Wisconsin Department of Safety and Professional Services Page
Division of Industry Services (/'!
SOIL EVALUATION REPORT —�
In accordancewith 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, Sawye�
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. p�� �842-23-4106
Please print all information. Revie by Date �
Personal information ou rovide ma be used for seconda u oses Privac Law,s.15.04 1 m . w (d rZ.S � —
Property Owner Propert Location ❑ �
JORDAN & MICHELLE SMITH ee,��.RT NE �i< sE v< s 23 r 42 N R O8 E �o�� w
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#
2626 E SENNETT ST �- CSM 38/209#8741
Cit State Zip Code Phone Number �City ❑Village �Town Nearest Road n
W�CHITA Kg 67211 � � ol'i' /Ct�
Lenroot �13loc�N �i�
� NewConstruction Use:� Residential/Numberofbedrooms 5 Codederiveddesignflowrate 750 GPD
❑ Replacement ❑ Public or commercial—Describe: /�
Parent material G(acr'a� ou�'�S�l Flood Plan elevation if applicable ft. l$� �7
General comments and recommendations:
� Boring# ❑ Boring
� Pit Ground surface elev.96.00' {�, Depth to limiting factor �20 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 0-8 10yr 2/1 sil 2msbk mvfr gw 2m 0.4 0.6
2 8_23 7.5yr 4/4 sil 1 msbk mvfr gw 1 m 0.2 0.3
3 23-36 7.5yr 4/4 s osg ml gw — 0.7 1.6
4 36-120 7.5yr 4/4 s<35%grvi osg ml — — 0.7 1.6
� Boring# ❑ Boring 120
� Pit Ground surface elev.95.50'ft. Depth to limiting factor in.
Soil Ap lication 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 0-8 10yr 2/1 sil 2msbk mvfr gw 2m 0.4 0.6
2 8-24 7.5yr 4/4 sil 1 msbk mvfr gw 1 m 0.2 0.3
3 24-32 7.5yr 4/4 s osg ml gw — 0.7 1.6
4 32-120 7.5yr 4/4 s<s5%gry osg ml — — 0.7 1.6
'Effluent#1 =BOD,>30<_220 m /L and TSS>3 <_150 m L `Effluent#2=BOD,>30<_220 m /L and TSS>30<_150 m /L
CST Name(Please Print) Signa e CST Number
Travis Butterfield 6528�9 4-,�;�-`
Address te Evaluation Conducted e or�e Niuj9be[ ���' �n �`�.} E
14346W St. Rd. 77, Hayward, WI 54843 10/1/23 1,,ra��-81�fi '1�" ~'�''� �s
�� �, � ," � ,����� � -8330(R04/15)
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NO R:FJN��RFTER - • F�: . ` ;v i.�,.i.,ot�
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Page 2 of 4
❑ Boring# ❑ eoring
3 � Pit Ground surface elev.95 75 ft. Depth to limiting factor �20 in
Soil Ap lication 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 0-8 10 r 2/1 sil 2msbk mvfr gw 2m 0.4 0.6
2 8-28 7.5yr 4/4 sil 1 msbk mvfr gw 1 m 0.2 0.3
3 28-40 7,5 r 4/4 S os ml gw -- 0.7 1.6
4 40-120 7.5 r 4/4 s<35%qry oS ml — — 0.7 1.6
❑ 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/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<_150 mg/L *Effluent#2=BOD, >30<_220 mg/L and TSS>30<_ 150 mg/L
CHECK BOX AS APPLICABLE. CHECK BOX AS APPLICABLE.
� SOIL EVALUATION o Scale: 1so 60 90 �zo ❑ SYSTEM PAGE� OF `-f
SITE MAP PLOT PLAN
PROJECT NAME: �SZ� �P�
/ / / ,152 DESIGN FLOW:
��/'�un +. /1'l�C`'��1-� S✓'^���` Attachdesignflowcalculationsforcommercialplans.
PROJECT ADDRESS: F/-7�'1� � ^�l. Pipe Material/ASTM Standard(Tables 384.3D-3&384.30-5)
/V� � N Sanitary Sewer. /
BM Symbol:� BM Elevation: FT Force Main: � /
BM Description: L����� �^ �a N -SL��''��- �
�ndicate north�y IMPORTANT:
Slope Gradient(%) Well Symbol(if applicable): Q drawin9 an arrow Show ground elevation contours at suitable intervals.
of Tested A�ea: on the approprite line.
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10/25/23,8:50 AM Real Property Listing Page
Redl EStdte Sawyer County Property Listing Property5tatus: NextYear
7oday's Date:10/25/2023 Created On:9/14/2023 1:11:22 PM
�Description Updated:9/14/2023 �Ownership Updated:9/14/2023
.... ..._._ .___.. .
Tax ID: 44838 � ��� �� )ORDAN&MICHELIE SMITH � � WTCHITA KS
PIN: 57-014-2-42-OS-23-4 01-000-000060
Legacy PIN: 014842234106 Billing Address: Mailing Address:
Map ID: )ORDAN&MICHELLE SMITM JORDAN&MICHELLE SMITH
Municipality: (014)TOWN OF LENROOT 2626 E SENNETT 5T 2626 E SENNETT ST
STR: 523 T42N ROSW WICHITA KS 67211 WICHITA KS 67211
Description: PRT NESE LOT 4 CSM 38/209#8741
Recorded Acres: 5.000 �Site Address *indicates Private Road
-_._.__. _..._..._..
Calculated Acres: 0.000 13100N FRINDT RD HAYWARD 54843
Lottery Claims: 0
First Dollar. No U property Assessment Updated:N/A
Zoning: (A-1)Agricultural One 2023 Assessment Detail �
ESN: 400
Code Acres Land Imp.
�1 N/A
��7 Tax Districts Updated:9/14/2023
1 ��� � ��� �State of Wisconsin 2-Year Comparison 2022 2023 Change
5� Sawyer CounTy Land: 0 0 0.0%
014 Town of Lenroot Improved: 0 0 0.0%
572978 Hayward Community School Distrid Total: 0 0 0.0%
001700 Technical College
�� Recorded Documents Updated:9/14/2023 L�'1 Proper[y History
. . . . .._..._..
. _. . . .._._.. . . ..___.._.
. . .._.__... . .. .
WARRANTY DEED Parent Proper[ies Tax ID
Date Recorded:9/14/2023 446377 57-014-2-92-08-23-4 01-000-000020 39343
CERTIFIED SURVEY MAP 57-014-2-42-OB-23-4 O1-000-000040 39829
Date Recorded:9/8/2023 446273 57-014-2-42-08-Z3-4 04-000-000020 39830
WARRANTY DEED
Date Recorded:2/24/2022 437799
WARRANTY DEED
Date Recorded:1�/10/2019 q2 7
QUIT CLAIM DEED
Date Recorded:3/8/2011 371695
QUIT CLAIM DEED
Date Recorded:2/6/2008 351699
CERTIFIED SURVEY MAP
Date Recorded:1/9/2006 351232
CERTIFIED SURVEY MAP
Date Recorded:7/10/2007 347575
LhII�Histly Record Count�10-
HISTORY O Expand All History White=Current Parcels Pink=Retired Parcels
O Tax ID:17165 Pin:57-014-2-42-08-23-4 01-000-000010 Leg.Pin:014842234101 Map ID:.13.1
O Tax ID:39344 Pin:57-014-2-42-08-23-4 O1-000-000030 Leg.Pin:014842234103 Map ID:.133
O Tax ID:17168 Pin:57-014-2-92-08-23-4 04-00�-000010 Leg.Pin:014842234401 Map ID;.16.1
O Tax ID:39830 Pin:57-014-2-42-08-23-4 04-000-000020 Leg.Pin:014842234402 Map ID:.16.2
O Tax ID:17165 Pin:57-014-2-42-08-23-4 01-000-000010 Leg.Pin:014842234101 Map ID:.13.1
O Tax ID:39344 Pin:57-014-2-42-OS-23-4 01-000-000030 Leg.Pin:014842Z34103 Map ID:.13.3
0 Tax ID:17168 Pin:57-014-2-42-OS-23-9 04-000-000010 Leg.Pin:014842234401 Map ID:.16.1
O Tax ID:39829 Pin:57-014-2-42-OS-23-4 O1-000-000040 Leg.Pin:014842234104 Map ID:.13.4
0 Tax ID:17165 Pin:57-014-2-42-08-234 O1-000-000010 Leg.Pin:014842234101 Map ID:.13.1
O Tax ID:39343 Pin:57-014-2-42-08-23-4 O1-000-000020 Leg.Pin:014892234102 Map ID:.13.2
44838 This Parcel Parents Children
https:lltassawyercounrygov.orglsystemRrames.asp?uname=Eric+Wellauer 1/1
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. DocId:8073614 446273 �
. � ix.:4Q47268
� - � PAULA CHISSER. �
REGISTER OF DEEDS �
SAWVER COUNTY, WI-
Sawyer County Certifiecl Survey Map 09/08/2023 08:00 AM
� RECORDING FEE 30.00
A re-division of Lot 1, Certified Survey Map No. 7434, Vol. 29 Pg. PAGES: 4
220-221, Doc. No. 347575; ancl Lots 1 and 2, CertiFied Survey Map VOL: 38 PAGE: 209
No. 75�2, Vo!. 30, Pg. 42-44, Doc. No. 351232; Located in the CSM MAP #: 8741
Northeast Quarter of the Southeast Quarter and the Southeast �
Quarter of the Southeast Quarter, Section 23, Township 42 North,
Range 8 West, Town of Lenroot, Sawyer County, Wisconsin �
4 Bearings based on the East line of the Southeast � 300' S��'
Quarter of Section 23, which bears S 00'35�51" E.
WISCORS, Sawyer Co. NAD 63/ 2071
NLi N 89'58'03'" E 33.00' Scale: One Inch = 300 Feet
L2 N 00'35'57" W 591.35'
ci o c
L3 5 89'58'10" W 635.44' ���o; E
� � UN
(635.88) �� �
N 89'58'44" E 669.00' N 89'S8'03" E 635.84' i � \�
� �_ Eosement= Sea Deed Doc.�437754 e_ �+ y y
N �.�� I � W
�� �O'/v O
� �� Po/e Shed �J��'�t � N
°' � � i€ o ��� -+�• ^ �
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> � � i�S 89'24'20" 383.00'� I o �
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� �, a ,�, s �9 �, Lot 4 -� � � i
w 3 � n � ;o � � � �
� � N 0 � Part of Acceas easament0=--•-•-w -LS---• � � y
� � � from CSM 75t2 To be L,_,_,_,_p _ _._._ m a V
r v discontinued. Sea Sheet 2 � �
v � �n 217927 Sq. Ft. o \ - �
N � 3 � . S.00 Acres � �J\� �
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� � r o v N 89'24'20" E 383.00' N 3 v
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� u� � 75.62 Acres a
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w c c c � (501.27) (832.51')
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J � � � � S 89'57'h9" W 50L'14" S 89'S8'15" W 83244' �
. � � , � Deed Doc.� 057709
Sheet 1 of 4 Sheets �
� 446D3 1 of 4