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HomeMy WebLinkAbout014-941-06-1401-CST-2023-013 Wis�onsin Department of Safety and Professional Services �������� o��s,����� �� RI IN� � � SOIL EVALUATION REPORT #��21 �,'' Page 1 of 3 � in accordance with SPS 385,Wis.Adm.Code Keith Stoner CST County �j.� Attach complete site plan on paper not less than 8�/z x 11 inches in size. Plan must Sawyer , include,but not limited to:vertical and horizontal reference point(BM),direction and - `�'� percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D. b��/-4�/I �O�. I`{O ( i 57-014-2-41-09-06-104-000-000010 � Please print a/l information. Reviewed Date —" Personal information you provide may be used tor secondary purposes(Privacy Law,s.15.04(1)(m)). � I �� l�t/ 6 � Property Owner Property Location Todd Knutson Govt.Lot SE1/4, NE1/4, S6,T41N, R9W - ------ ----- _ -- Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# 11901 N Harper Rd --- __-- ---- � -- --- --- — City State Zip Code Phone Number Ci Villa e ❑ tY ❑ 9 � Town Nearest Road Hayward W I 54843 Lenroot Same ❑New Construction Use: � Residential/Number of bedrooms _ 4___ Code derived design flow rate 600 GPD �Replacement ❑ Public or commercial-Describe: Parent material Silty Alluvium over Sandy Lodgement Till Flood plain elevation,if applicable NA ft. General comments Propose a 6 x 100'mound dispersal cell located along the 95.00'contour with a system elevation=96.75'. Upslope mound contour and recommendations: staked onsite. 1 Boring# ❑Boring �p� Ground surface elev. 92.90 ft. Depth to limiting factor 15 in. Soi1 Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. •Eti#1 'Eff#2 1 A� 0-9 10YR3/2 - sil 2msbk mvfr es 3f-m 0.6 0.8 2 9-15 10YR4/3 - sil 2msbk mvfr gs 2f-m 0.6 0.8 3 15--24 10YR4/4 t2d5YR5/8 fsl 2f-msbk mvfr gs 2f-m 0.4 0.8 4 24-34 5YR4/4 f2d5YR5/8 gr sl imsbk mvfr - lf-m 0.4 0.7 �Boring# ❑Boring �Pit Ground surface elev. 95.55 ft. Depth to limiting factor 19 _in. Soil Application Rate Horizon Depth Dominant Color Redox Description Teuture Structure Consisten Boundary Roots GPD/ftz in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. •Ett#i 'Ett#2 1 0-8 10YR3/2 - sil 2msbk mvfr es 3f-m 0.6 0.8 2 &16 10YR4/3 - sil 2msbk mvfr gs 2f-m 0.6 0.8 3 16-19 10YR4/4 - sil 2f-msbk mvfr gs 2f-m 0.6 0.8 4 19-24 10YR4/4 c2d5YR5/8 fsl 2f-rr�sbk mvfr gs if-m 0.4 0.8 5 2430 5YR4/4 c2d5YR5/8 gr sl lmsbk mfi - lf 0.4 0.7 'Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L * ffluent#2=BODS S30 mg/L and TSS S30 mg/L CST Name(Please Print) Signature: CST Number Keith Stoner ��" 224059 Address Keith Stoner CST Date Evaluation Conducted Telephone Number 23220 Wood Creek Rd Siren,WI 54872 6/27/2022 715-566-0900 SBD-N330(R.W/13) �S R�l "�3-- v i y � n�o R�.F�r��s a�r�� I�S�J�O�I�EF�;'U�I i Property Owner Todd Knutson__ _ _ Parcel ID # 57-014-2-41-09-06-1 04-OOQ- Page 2 _of 3 _ ❑ Boring 3 Boring # p�t Ground surtace elev. 92.50 ft. Depth to limiting factor >4Q in. � -- Soil Appiication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2 1 0-8 10YR3/2 - sil 2msbk mvfr es 3f-m 0.6 0.8 _. _— ----- _ -- ------ -_ _ 2 8-15 � 10YR4/3 I - � sil 2msbk mvfr gs 2f-m 0.6 0.8 3 15-20 10YR4/4 - sil 2f-msbk mvfr gs 2f-m 0.6 0.8 4 20-40 10YR4/4 - (s Osg ml - lf 0.7 1.6 ❑ Boring 4 Boring # � pit Ground surface elev. 96.15.__ft. Depth to limi6ng factor 16 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eft#� 'Eff#2 1 0-9 10YR3/2 - sil 2msbk mvFr es 3f-m 0.6 0.8 — - - -_— - -- — - _ __--- - i 2 9-16 10YR4/3 - sil 2msbk mvfr gs 3f-m 0.6 0.8 3 16-24 10YR4/3 f2d5YR5/8 I 2f-msbk mvfr gs 3f-m 0.6 0.8 4 24-32 SYR4/4 c2d5YR5/8 I 2f-msbk mvfr - lf 0.6 0.8 � Boring 5 Boring # � P�t Ground surface elev. 94•�5.___ ft_ Depth to timiting factor 0 _ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfft2 in. Munsell Qu. Sz. Cont. Color Gc Sz. Sh. 'Eff�tt �Eff#2 1 0-9 10YR3/2 - sil 2msbk mvfr es 3f-m 0.6 �.8 -- __ -- -- ---- - ----- -- — - -- _ _ _ — _ _ __, ----- _ _ 2 ; 9-16 10YR4/3 f2d5YR5/8 sil 2msbk mvfr gs 3f-m 0.6 0.8 3 16-23 10YR4/4 c2d5YR5/8 Is Osg ml gs 2f 0.7 1.6 4 23-40 5YR4/4 m2d5YR5/8 Is/sl m mfi - if 0.2 0.6 - ��S�N ��= `l�'�'�� �l � � � � ��( �� � �z�l�� ' Effluent#1 = BODS> 30 < 220 mg/L and �>3.0 �t�i$p���.�� '�!u'� #2 = BODS< 30 mg/L and TSS < 30 mg/L ��._ =� � .�� _.._ � � FEB � 4 2023 �=-� pate � . ,,���r:� C�;vo�a�-v ��k# �,�.� SBa8330Test(RO'7/13) ��;,�,;,;;;; HDlVliNISTt�ATION � ��Pt# Page 3 of 3 Soil Test Site Plan For: Todd Knutson — SEI/4 -NEI/4 tvet�and Sec. 6 T41N-R9W o z5 so Town of Lenroot - Sawyer County 8a.s�' �'�'��� Grnphic Scele (Feet) L iach = 50 tt. 91.00' f— � '��_ �B #3 93.00' -� i � 19% 16% ��� 95.00' B —��—�' 97.00' '� BM Open Field S'ite Proposed Dose Tank °y7,6�' �B #4 Plum Thicket �B #5 fizistrng Failed D.F. 0 —1300 fi. � 16% \ BM#2=� 7op of Sill Plale� Wulk-Out P�� F,lev. _ //1.05' EleVatlOn Data Existrng 1000 Gal.Slww Concrete s BA4#2 B#1 =92.90' Septic Tank Installed 3//4/97 B#2=95.SS Garage B#3 =92.50' B#4=96.15' B#5 =94.75' F'our Bedroom Horne Combination Tank Grade=97.60' • WELL Effluent Level Existing Septic Tank= 109.15' 40 Aere Parcel � BM=Nail w/Pink Ribbon in a 5" DBH Plum 7'ree f�'N�? l 1901 N � HRP=Same Harper Rd. 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FfY�;t. � �M�� � � �. -�� � .,y'�� ,- ,h A"�e...' �'� �� �k�rt�S � �, �.,C�r �7�� -(.,. 3�� .�, `�'�''� < � � -�y�, i�4 ����� � . � � �z.-n r �:r �avr� a .__sa�,.'�Y�`Y".;���]1�..;��'�'rt''.ir���yb:�s.�������`.��i'��" ..��h,�:�s�.46i: ` "fi' � �� �r��`�_,�� _ � �q�� `'��j;�k''��f� ��_;� ''1 ,.�x �_.,Nf;r,y-'a'� �`. . .- � ` �,,,. �� +� �� ' A"�. ��r�F�y� � � ��,, w-� . �, , ���'� ,, '. � ;.�.� �'s ��}y�!�,�����r � .� ^t j� � ��n N r �rF. .,� ��:�a11.yy�' � �� �'�l t, � �t �� +C ��: ,�r �a���� .ab'� '_ . � � ', .�`{ _ ����k4�� ��,�.Y���- ?I����� f�a�,. ,�. 4 '�etitl..::�`� � ',�Crr. ,�.n =�'��� i 2/16123,9:40 AM Real Property Listing Page R231 EStdt2 Sawyer County Property Listing Property Status: Current Today's Date: 2/16/2023 Created On: 2/6/2007 7:55:30 AM �Description Updated: 8/14/2012 � Ownership Updated: 6/2/2022 _.._ - __..-- ---._ .. __.. _---- ____ _.__ _ _.... ._._._. — Tax ID: ll649 � TODD A& NANCY LT KNUTSON REV HAYWARD WI PIN: 57-014-2-41-09-06-1 04-000-000010 TRUST Legacy PIN: 014941061401 Map ID: .4.1 Billing Address: Mailing Address: Municipality: (014)TOWN OF LENROOT TODD A&NANCY LT TODD A&NANCY LT STR: 506 T41N R09W KNUTSON REV TRUST KNU750N REV TRUST 11901N HARPER RD 11901N HARPER RD Description: SENE HAYWARD WI 54843 HAYWARD WI 54843 Recorded Acres: 40.000 Calculated Acres: 38.700 � Site Address ' indicates Private Road LotteryClaims: 1 .___ ____. . ... . . _ _. _. -_ ___---- . . . First Dollar: Yes 11901N HARPER RD HAYWARD 54843 Zoning: (A-2)Agricultural Two (F-1) Forestry One .-� Property Assessment Updated: 9/26/2014 ESN: 400 2023 Assessment Detail Code Acres Land Imp. � Tax Districts Updated: 2/6/2007 GS-RESIDENTIAL 2.000 11,500 213,400 1 �� � � State of Wisconsin GS-UNDEVELOPED 30.000 3,000 0 57 SawyerCounry G6-PRODUCTIVE FOREST 8.000 13,600 0 014 Town of Lenroot 572478 Hayward Community School District Z-Year Comparison 2022 2023 Change 001700 Technical College Land: 28,100 26,100 0.0% Improved: 213,400 213,400 0.0% • Recorded Documents Updated: 6/2/2022 Total: 241,500 241,500 0.0% __--- -._._ _. _.___ .. .._ . QUIT CLAIM DEED �� � Date Recorded: 5/27/2022 439380 QUIT CLAIM DEED �Property History __—___ ------___ ... ..__ .—.._--_—__.—__ Date Recorded: 7/23/2012 379799 N/A WARRANTY DEED Date Recorded: 7/3/2001 292161 https:/Itas.sawyercountygov.org/systemlirames.asp?uname=Enc+yyellauer ���