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HomeMy WebLinkAbout026-939-14-5123-CST-2022-069 �:�����1N���. �' �� Wisconsin Department of Safety and Professional Services Page � of 4 � Division of Industry Services SOIL EVALUATION REPORT �j,) 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, SaWyer � but not limited to:veRical and horizontal reference point(BM),direction and percent slope, Parcel I.D. � scale or dimensions,north arrow, and location and distance to nearest road. 026-939-14-5123 �— Please print all information. Re ed¢y Date � Personal information ou rovide ma be used for seconda u oses Privac Law,s.15.04 1 m . � NJ 6 ,3 � Prooertv Owner P operty Location ❑ 0 Joseph & Diane Young p�o�t. �ot� � �S 14 r 39 N R pg E �o�� w Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# 11525 Palisade Ct NE 1 4/352#857 City State Zip Code Phone Number ❑City ❑Village �Town Nearest Road �� Blaine MN 55449 � � Sand Lake �� �-�1 , � NewConstruction Use:� Residential/Numberofbedrooms 4 Code derived design flow rate��GPD ❑ Replacement ❑ Public or ommercial—Describe .�, � g�� Parent material �w4� T��� ��_�ocr����� Flood Plan elevation if applicable%i.s ft.� General comments and recommendations: Site has 10'of soil r�off tested area.All pits have layer of dsand and fine sand bands. Recommend .5 load rate. � Boring# ❑ Boring � Pit Ground surface elev. 9s.00 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 0-120 5yr-4/4 SL 2msbk mrfr gw 0.6 1.0 � Boring# ❑ Boring � Pit Ground surface elev. 9s.00 ft. Depth to limiting factor �20 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 0-120 5yr-4/4 SL 2msbk mrfr gw 0.6 1.0 'Effluent#1 =BOD,>30<_220 m /L and TSS>30<_15 /L nt#2=BOD,>30<_220 m /L and TSS>30<_150 m /L CST Name(Please Print) Signature CST Number Travis Butterfield 652879 Address Date aluation Conducted Telephone Number 14346W St. Rd. 77, Hayward, WI 54843 715-634-8176 SBD-8330(R04/15) Nt0 RE�UNDS AFTER ISSUE OF PERMIT Page 2 of 4 � Boring# ❑ Boring � Pit Ground surface elev. 95.75 ft. Depth to limiting factor �2� in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft� In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 1 0-120 5yr-4/4 SL 2msbk mrfr gw 0.6 1.0 ❑ 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/FtZ 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/Ftz 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/I_and TSS>30<_150 mg/L S}1�/ ��- �q 3 � � ������� ��.� .1 U N o 2 2022 SAWYER CQ;i^;";` ZOIVING ADM1N15�'�tk��i�;�! � y a� y � ��� � �;a,� y�u� � N Q � // �, c-r �_ � � � 5 /"a�i 5�a � sa � �N �syN9 �s� f��.�..�� � j ,,, So, y-s- ,a3 � 6� �3q—/ � � a a � � � Sa� �..-k..� � g„- ���' �` �P� N ,..L "1 6W'� ° �R o � c✓ �-� � �n S�� jY �39 �' � g�� �� �� 9��� � , \� � �. �� a� gb,d P"`�- 9�SW, �(�3�� �� '� . 3� Ys.�s / / 1,�� �' , � � � , /� �� ��i , , . � j 6k. ����' / �� � � ��, � � �� � � .� � ��� �� �`r / fi �� L p � y o�'9'� �ti a r� a•.o nh� t �('?G'� �'\� �t l r�o.� (D � 4 � � � Y �fu t9 cS (��'f"��-�T'�P� CST.:�I 6sa $�9 Soil Prof�le Sheet ) P� d p,�.� y O��ner J� S� _ °u� CST: Travis Butterfield Page 3 of y Syst.Elevation Syste�Range U9•v to 9 3• �r I.oad Rate _ • S _ 1 2 3 ioa ioo aao s9 �s sv 98 98 48 97 __ ,9`7 97 46 �� 96 � 96 �� 95 95 95 G�t� 94 94 9�1 93 93 93 92 92 92 91 91 91 _ _ 90 90 90 89 , _ 8 �9 - � r 88 88 � 88 � 3 - -�- 3 � g� - � �- 3 � 86 _ _ 86 86 � �� 85 85 SS �_ Map Unit Description:Newot sandy loam,15 to 45 percent slopes,very stony---Sawyer County,Wisconsin Sawyer County, Wisconsin 837E—Newot sandy loam, 15 to 45 percent slopes, very stony Map Unit Setting National map unit symbol.� 2zcw2 Elevation: 930 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 Newot, very stony, and similar soils: 88 percent Minor components: 12 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Newot,Very Stony Setting Landform: Disintegration moraines, moraines Landform position (two-dimensional): Shoulder, backslope Landform position (three-dimensional): Side slope Down-slope shape: Convex Across-slope sha e: Co � Parent material Dense loamy till Typical profile A-0 to 2 inches: sandy loam E-2 to 5 inches: sandy loam Bs-5 to 16 inches: sandy loam E/8- 16 to 28 inches: gravelly sandy loam 8/E- 28 to 38 inches: gravelly sandy loam Bt-38 to 57 inches: gravelly sandy loam Cd-57 to 79 inches: gravelly sandy loam Properties and qualities S/ope: 15 to 45 percent Surface area covered with cobbles, stones or boulders: 1.5 percent Depth to restrictive feature: 39 to 77 inches to densic material Drainage class:Well drained �—" Capacity of the most limiting layer to transmit water(Ksat): Low to moderately low(0.01 to 0.06 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: Moderate (about 6.3 inches) i so� Natural Resources Web Soil Survey 6/2/2022 � Conservation Service National Cooperative Soil Survey Page 1 of 3 Map Unit Description:Newot sandy loam,15 to 45 percent slopes,very stony---Sawyer County,Wisconsin Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 7s Hydrologic Soil Group: C Forage suitability group: Mod AWC, adequately drained with limitations (G090AY006WI) Other vegetative classification: Mod AWC, adequately drained with limitations (G090AY006WI), Tsuga Maianthemum (TM_1), Acer Tsuga Dryopteris (ATD_1) Hydric soil rating: No Minor Components Newood, very stony Percent of map unit: 5 percent Landform: Disintegration moraines, moraines Landform position (two-dimensional): Shoulder, backslope Landform position (three-dimensional): Side slope Down-slope shape: Convex Across-slope shape: Convex Other vegetative classification: Mod AWC, adequately drained (G090AY005WI), Acer saccharum-Tsuga/Maianthemum (ATM) Hydric soil rating: No Santiago,very stony Percent of map unit� 5 percent Landform: Disintegration moraines, moraines Landform position (two-dimensional): Shoulder, backslope Landform position (three-dimensional): Side slope Down-slope shape: Convex Across-s/ope shape: Convex Other vegetative classification: High AWC, adequately drained with limitations (G090BY009WI), Acer saccharum/Caulophyllum- Circaea (ACaCi), Acer saccharum/Athyrium (AAt) Hydric soil rating.� No Pesabic, very stony Percent of map unit:2 percent Landform: Moraines, disintegration moraines Landform position (two-dimensional): Footslope Landform position (three-dimensional): Base slope Down-slope shape: Linear Across-slope shape: Concave Other vegetative classification: Mod AWC, high water table (G090AY004WI), Tsuga/Maianthemum-Coptis (TMC), Acer saccharum-Tsuga/Maianthemum (ATM) �s€>� Naturel Resources Web Soil Survey 6/2/2022 .riir�l Conservation Service National Cooperative Soil Survey Page 2 of 3 Map Unit Description:Newot sandy loam,15 to 45 percent slopes,very stony---Sawyer County,Wisconsin Hydric soil rating: No Data Source Information Soil Survey Area: Sawyer County, Wisconsin Survey Area Data: Version 19, Sep 9, 2021 l 5[>:a Natural Resources Web Soil Survey 6/2/2022 +� Conservation Service National Cooperative Soil Survey Page 3 of 3 6/2/22,2:28 PM Real Property Listing Page Redl EStdt2 Sawyer County Property Listing Property5tatus: Current Today's Date: 6/2/2022 Created On: 2/6/2007 7:55:48 AM �Description Updated: 2/22/2016 � Ownership Updated: 11/10/2020 Tax ID: 28419 JOSEPH P&DIANE M YOUNG BLAINE MN PIN: 57-026-2-39-09-14-5 05-001-000230 Legacy PIN: 026939145123 Billing Address: Mailing Address: Map ID: :1.23 ]OSEPH P&DIANE M YOUNG ]OSEPH P&DIANE M YOUNG Municipality: (026)TOWN OF SAND LAKE 11525 PALISADE CT NE 11525 PALISADE CT NE STR: S14 T39N R09W BLAINE MN 55449 BLAINE MN 55449 Description: PRT GOVT LOT 1 LOT 1 CSM 4/352 #857 Recorded Acres: 3.780 � Site Address * indicates Private Road Calculated Acres: 3.424 6177N BREEZY POINT LN STONE LAKE 54876 Lottery Claims: 0 First Dollar: Yes i...� Property Assessment Updated: 9/28/2017 Waterbody: Whitefish lake 2022 Assessment Detail Zoning: (RR1) Residential/Recreational One Code Acres Land Imp. ESN: 423 G1-RESIDENTIAL 3.780 257,500 12,000 � Tax Districts Updated: 2/6/2007 2-Year Comparison 2021 2022 Change 1 State of Wisconsin Land: 257,500 257,500 0.0% 57 Sawyer County Improved: 12,000 12,000 0.0% 026 Town of Sand Lake Total: 269,500 269,500 0.0% 572478 Hayward Community Schoo)District 001700 Technical College N�'Property History a Recorded Documents Updated: 11/10/2020 N/A � WARRANTY DEED Date Recorded: 10/27/z020 427528 WARRANTY DEED Date Recorded: l2/18/2015 399176 SHERIFFS DEED Date Recorded: 9/2/2014 392023 WARRANTY DEED Date Recorded: 8/Z/2000 285559 CERTIFIED SURVEY MAP Date Recorded: l2/13/1976 157791 https://tas.sawyercountygov.org//system/frames.asp?uname=Eric+Wellauer ��� i � ..��f _._ ' - �'r -�- „'4�a �_�� ��+.+.. . _�_. `_ _.:--, a . ��_..+'�_� . ...+�^`r�—''1�� - ~ '^'t �--.• ����: .. � ��, � . �_ - . _,� - .� `-'�`L iA.� .. :_� -r r -__ - —-� �,,,:.'^�.^�'1�.�,� � -� . .t'. - 1 . - :�• ���\ .�E�-��P'aI�,f If ^f.,� '�rr�` Jr ..r � -�;�� �.a �+r '�� ��+���-,,�'��y� r:f� 4/�yr4' .I�`T �`� F - � �-""� �(d,�. �. 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" e-i � � I ��. / ' � _ � / �>, � � I '_ � r S63o '� � d � - �/ / 92 SS� /,��F � �° a� 1 0 '�3 a �n � ° 3e�� i � 'a �j38 i ' Y, .`O °o; � N88°04'35�E,501.03� I � � 8 •�� 501.03� o.�e'' I T OO/ � - -,- ��A � I .� � I' � '� I�"` � i 'C_ii/� 9� �N J-.• f O�h/ i � ~ `�p. ��� \i(�i�%I �a��__I� i r'���,: � � �_T M ,^ I � �.�� � I 2 a _ m `�� O W a. �/ SEE DETAIL A p W I M w I � o y0 � �� �_ 162 kg '£:214, �/ — � N I I � I n� z5 p�M' M NT3 g�18 3�p. � 3.78 AC�PS� r�n � I� � I ry �vf 07° 0.1 N O6 � o WP? N a0 900 � . � I �(6 W p.�P 0 �/�. • I��� 04 3p�, � 69 h'N o ?W R� c�p0� e00ph 6�9.23 I 2 N M O �p�A „ 01=,�5 y SBSi S87°21�IO�W,609,23 SCALE 1��=100 I � � 0.52 Acres?2 br�°,gg,�5 �11216Ta�� M N M T �FOUND 5/8� IRON ROD II 1513 o122g �16z 0 U EN S�SET II/4 X30(O.D.) IRON PIPE � + gT3 � � � 1 2,' �`� / BEARfNGS BASED ON PREVIOUS DEEDS � � r-1�C;(}�Sl DECEMBER 7, 1976 � � r f DETA— ��A, RONALD 1. ��Q�� \ Scale I =50 � / �' � � PETEASON °�°'n, i � � s-eos � 12�G1 .' 2523 �;� �. HAYWAAD N.�3��225 96�9'� ,\, �\ W19. �' � .,1� 4j' � / .: SeptiC / ��� SUR�'�- N Easemenf _ �6�y j - � ' � 2 1� � � PAGE I OF 2 PAGES `