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HomeMy WebLinkAbout032-539-02-4207-CST-2022-078 � �;,�RT.,�,, ,����.�� ���� ��g - � � Wisconsin Department of Safety and Professional Services '�,� _ _ Page of i N��� \s Division of Industry Services —1 ��' `�_�_ �:� SOIL EVALUATION REPORT 9� ''o,� �_.� `"�•n�o��i In accordance with SPS 385,Wis.Adm. Code County SAWYE R { Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to:vertical and horizontal reference point(BM),direction and percent slope, Parcel I.D. u � scale or dimensions,north arrow,and location and distance to nearest road. 03Z,—s3�— �Z- � /� �7 ---� Please print all information. Review by Date � Personal information you provide may be used for secondary purposes(Privacy Law,s. 15.04(1)(m)). � 6 Property Owner Property Location �. �O d � A� .� �(� e C'SO✓� Re�7f�s� Govt. Lot j�w %, SE' Y, S D Z, T 3 q N R 0.5 E(or) WO Property Ow er's Mailing Address Site Address or CSM and Lot#: 3 � $�Y E' ZR 6S �-s e� Q-�1 Cs � L-E- 3} � City State Zip Code Phone Number ❑City ❑ Village �Town Nearest Road E le�. W� 54�38 � � W���e.r Co lfw B � NewConstruction Use:� Residential/Numberofbedrooms -3 Code derived designflowrate �S� GPD ❑ Replacement 1 ❑ Public or ommercial—Describe: ��,/,/ lood Plan elevation if applicable ±gz--ft. Parent material Ct IGC�0. ( �� �� � /Id� General comments and recommendations: � \ .1 ; S 5 s-�ewt ��. �C 3-1 S' r4,� c �'[Z`-- -�'t`f ' � Boring# ❑Borin 9 �l r 1 � � ��5� �]Pit Ground surface elev.�'�1 ft. Depth to limiting factor��S in./elev.�gZsft. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ftz In. Munseli Qu.Az.Cont. Color Gr.Sz.Sh. 'Eff#1 "Eff#2 I p-1 zS Y 3 Z - S� �,w► r �uF�- w (��C , G ,� z � -30 �� s 3 -- s� L�s6k �� �, c��� ,� 3 3� -�o �� c� y _ r5 b -5 M � f� .-1 c.(o hori2 3 t �S -ZUIo r�� Co(� � Boring# � � ❑Baring �� � ,� �it Ground surFace elev.�1�'�St. Depth to limiting factor�b� in./elev�`�•��. 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 ( D -8 �.> ,r Z � s� Zw� r �J� r w �� ,6 . � Z -� " s3 - s� ( z�►s6k �� �, I� � •� � � 28 _lb �� � y� — r a -s r�.� ( — �u��F ,Z I .(o rS — �S — D r'at� csT rvame MERTON MAKI signat�re �Q.�,��� �4�� CST Number 224901 Address 10869N SMITH COURT Date Evaluation Conducted HAYVI/ARD, WI 54843 S" -Z3 z-j_ zZ' Telephone Number (715) 634-8719 'Effluent#1 =BOD>30<_220 mg/L and TSS>30 5150 mg/L 'Effluent#2=BOD,s 30 mg/L and TSS_<30 mg/L SBD-8330(R04/21) Page of • ❑ �Boring �/� / ' 3 Boring# W�S�-}- �Pit Ground surface elev�Z'�� Depth to limiting factor�0 � in.!elev. $8 �ft'-' Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ftz In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. 'Eff#1 "Eff#2 l p--1 �.S 3�+.-� � S: � zw. r- ���r c,J l � �,� .F� z �-3� �i s 3 — S: � 2w�s 6�L �� c� �v � . � 3�-10 S rc �i y — r C� -S �'1�1, _� � V , l •�o �ar � 3 � � S- d r v Co ❑ Boring# ❑Boring ❑Pit Ground surface elev. ft. Depth to limiting factor in./elev. ft. Soii Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ftz In. Munseil Qu.Az.Cont.Color Gr.Sz.Sh. 'Eff#1 *Eff#2 x [S = �-f.5� : •� Sa� ��3 r � r µ3 -= ZO Q �f �(� ��e�^S = 3 �.f = 3 3 3 c s►.� -�L Z Tr l c 4. -f- �S ��` o h 3 � S. � �O -k ` e ❑ Boring# ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in./elev. ft. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. *Eff#1 'Eff#2 �Q•. �r E�S e�r�n ov��ia lS e�� L� a a � n c S�rd so�1 '• a v�C v 5 v� -erso ►S J G S � �� '� d�..� �' �e �1G4c �.-n'r— 5'i C (•c�. t l7 O c-a� 'Effluent#1 =BOD>30<-220 mg/L and TSS>30<_150 mg/L 'Effiuent#2=BOD,5 30 mg/L and TSS<_30 mg/L o � ..���� ��`-'r^` �:i� ;S � S Jv '" I O� \ �yp REFUNDS AFTEFl MAY 3 1 2022 '� � =A � J �c,,SUE OF PERM sa,w�rER cou�v-rY �liN4 ADMiNISTRATI4N ��h��- . L��.( . �— -ro ��, � v�n.� S Torge�sa ,,� R�,� Tr�s-� .�w��,� eo� w�:��e�-�� E' Zg6S 1�s�.�� �1 P�� d3Z -53�_ Oz-4zoS �.l.eJ�.� � I Sy'l38 t�W�SE S' bZ T' 3S^1 I� OSW S•�e: -10 L{8 rJ Ca (-{�w� ��$ �� C S� Lf ( 3�z t 3 -3�'�"7 3 g ���t�-•- �1 arc u s To�rc,t�rso� �--� 1� ``�w� L�ke�-L- / \ \ (^ Sc.a�� ���- �-I�� J / \ /� � / � a u zc+ so Yo • � / J � � J ` o �e rtD✓� �tx K c� � � / M��- M � � � '� �� Cs�r Z z�I q o 1 Z �" S-3o -ZZ ' � \ � � � � � , y �� 3 � � � � � • gr� co� de�tL J� � f, — — i �' 3 6� �Yr. �� • 0 ti \ `z/ � 9Q� �► \ IT QN� Q, ►g t-� ��o'� r�c�� l �:bbo� 3' �� so s,'d e � Z`` r-�a,�� Sf , q1� L. 9�,�5 ' 3, �-►.,�Z� co $« .Z So: ls � s�s� e�. 5 3:15� lo � fa,►�.�e 4Z' ,94' � � �s-{- S T i nl �"q5 ` To r�� �s a�-� IV�,e r`�" P�/��l<� ;,�:.-�:: cs�: � � q 3,�15 �;s:.R=.^.�,. �� :o cl�/ Sys: ��:� " -` � ___"_ re s k S��C �rs ± �T S' :,,:,'.R:ie \� ��_.� `�� � c '[?�: t.r �C '� �� �ei. . . _ , �, . -- . �---- .�..�� -- -- ---�---- . 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Description of Newood, Very Stony Setting Landform: Moraines Landform position (two-dimensional): Summit, shoulder, backslope Landform position (three-dimensional): Side slope Down-slope shape: Convex Across-slope shape: Convex Parent material: Dense loamy till Typical profile A - 0 to 3 inches: sandy loam E - 3 to 5 inches: sandy loam Bs - 5 to 13 inches: sandy loam E' - 13 to 17 inches: gravelly sandy loam E/8 - 17 to 29 inches: gravelly sandy loam 8/E - 29 to 37 inches: gravelly sandy loam Bt - 37 to 46 inches: gravelly sandy loam BCd - 46 to 58 inches: gravelly sandy loam Cd - 58 to 79 inches: gravelly sandy loam Properties and qualities S/ope: 6 to 15 percent Surface area covered with cobbles, stones or boulders: 1 .5 percent Depth to restrictive feature: 39 to 59 inches to densic material Drainage class: Moderately 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: About 24 to 35 inches Frequency of flooding: None Frequency of ponding: None Available water supply, 0 to 60 inches: Low (about 4.9 inches) i.s[�,� Natural Resources Web Soil Survey 5/31/2022 nir� Conservation Service National Cooperative Soil Survey Page 1 of 3 Map Unit Description:Newood-Pence complex,6 to 15 percent slopes,very stony---Sawyer County,Wisconsin Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 6s Hydrologic Soil Group: C Forage suitability group: Mod AWC, adequately drained (G090AY005WI) Other vegetative classification: Mod AWC, adequately drained (G090AY005WI), Acer saccharum-Tsuga/Maianthemum (ATM) Hydric soil rating: No Description of Pence, Very Stony Setting Landform: Moraines Landform position (two-dimensional): Summit, shoulder, backsfope Landform position (three-dimensional): Side slope Down-slope shape: Convex Across-slope shape: Convex Parent material: Loamy glaciofluvial deposits over stratified sandy and gravelly outwash Typical profile A -0 to 3 inches: sandy loam E-3 to 8 inches: sandy loam Bs-8 to 15 inches: gravelly sandy loam 28C- 15 to 21 inches: gravelly coarse sand 2C-21 to 79 inches: stratified sand to very gravelly coarse sand Properties and qualities Slope: 6 to 15 percent Surface area covered with cobbles, stones or boulders: 1.5 percent Depth to restrictive feature: More than 80 inches Drainage c/ass: Somewhat excessively drained Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.60 to 2.00 in/hr) Depth to water table:More than 80 inches Frequency of flooding: None Frequency of ponding: None Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water supply, 0 to 60 inches: Low(about 4.0 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 6s Hydrologic Soil Group: B Ecological site: F094DY011 WI - Loamy-Mantled Uplands Forage suitability group: Low AWC, adequately drained (G090AY002WI) Other vegetative classification: Low AWC, adequately drained (G090AY002WI), Acer saccharum-Tsuga/Maianthemum (ATM) Hydric soil rating: No t st>;� Natural Resources Web Soil Survey 5/31/2022 � Conservation Service National Cooperative Soil Survey Page 2 of 3 Map Unit Description:Newood-Pence complex,6 to 15 percent slopes,very stony---Sawyer County,Wisconsin Minor Components Padus,very stony Percent of map unit: 10 percent Landform: Moraines Landform position (two-dimensional): Summit, shoulder, backslope Landform position (three-dimensional): Side slope Down-slope shape: Convex Across-s/ope shape: Convex Ecological site: F094DY011 WI - Loamy-Mantled Uplands Other vegetative classification: Mod AWC, adequately drained (G090AY005WI), Acer saccharum-Tsuga/Maianthemum (ATM), Acer saccharum-Tsuga/Dryopteris (ATD) Hydric soil rating: No Data Source Information Soil Survey Area: Sawyer County, Wisconsin Survey Area Data: Version 19, Sep 9, 2021 t s[�a Natural Resources Web Soil Survey 5/31/2022 _... Conservation Service National Cooperative Soil Survey Page 3 of 3 SAWYER COUNTY CERTIFIED SURVEY MAP A DIVISION OF LOT 1,CERTIFIED SURVEY MAP#7738,VOLUME 31,PAGE 213-214,DOCUMENT 368248,BEING A PART OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 2,TOWNSHIP 39 NORTH,RANGE 5 WEST,TOWN OF WINTER,SAWYER COUNTY,WISCONSIN. BEARINGS ARE REFERENCED TO THE SOUTH LINE OF THE SE 1/4 OF MONUMfNTED.GENiER SECTION 2,BEARING S85'02'34"E,SAWYER COUNTY GRIO,NAD 83l91 SEC�ION 2 THE ORDINARY HIGH WATER MARK OF ISLAND LAKE IS � APPROXIMATE AN�FOR REFERENCE ONLY.ANY LAND BELOW THE ooc.4os75i OHWM IS SUBJECT TO THE PUBLIC TRUST IN NAVI6ABLE WATERS � UNDER ARTICLE IX,SECTION t OF THE STATE CONSTITUTION. I589°I8'44'E 180.56' g��� 33.IO2' 24L54' \,,� �\ t "� � � \ � � � � 'A � I � � \ °t yqr � s I 1 v` J'fl\� e y �S'� �� �'i. �"�' �9�y c;� "� � u v[ w "'m� � �� p Q.I_ I_ � yl- � \ �� DOCK 4"�� . � _ h W � \ � � � I� y� V/ SNEO ABiH \ . . v! ❑ 5� � �0�� 2��� QQ�� N :' � S\//////������^/() `V 4 G4�E W � 2 � I$`— c/�oxivewa= _— ,� o \ SCALPI'-200' —� sNeo\ \ N 2 I 33' ��\ � �� L012 i �'�'• \ ARfA•58,B33•S.F, LOTI a,� I� `1 AREA-639,144�g.F 1.35�ACRES U�I � �- 14.67�ACRES ��� 159.45'_� � I"� � � N82'47'13"E g � � � L-1 N39°41"34"f 66.14' I YI J � � W . 14 � ti ��T 2 voe I �'3-OP `u e i 970.86' LEGEND N88°l4'56'W 1172.87' � ' 219.00' �� W 9�j 51�� A SET 1.25"x 18" IRON PIPE,WT 1.68 LBS/FT M� o FOUND SURVEY MARKER NAIL WITH 1"TOP ooc.assen ,P`�4,`'���'�°'� FOUND 1"OD IRON PIPE L y /3Q Q�� y�- APPROXIMATE WETLAND,NOT DELINIATED s SEPTIC VENT CORNfR ���o��,�� • FOUND 75" IRON BAR � ' S85°0234'f Zspp_�q• Sf CORNER/�4,Q�'� SHEET�rJF 2 SHEETS SECIION 2 6/15/22, 1:32 PM Real Property Listing Page R2dl EStdte Sawyer County Property Listing Properry Status: Ne�ct Year Today's Date: 6/15/2022 Created On: 6/IS/2022 12:19:55 PM � Description Updated: 6/15/2022 � Ownership Updated: 6/15/2022 Tax ID: 44518 TOD] &AMY]TORGERSON REV TRUST ELEVA WI PIN: 57-032-2-39-OS-02-4 02-000-000070 Legacy PIN: 032539024207 Billing Address: Mailing Address: Map ID: TOD]&AMY]TORGERSON TOD 7&AMY 7 TORGERSON Municipality: (032)TOWN OF WINTER REV TRUST REV TRUST STR: 502 T39N ROSW E2965 ASPEN RD E2965 ASPEN RD ELEVA WI54738 ELEVA WI54738 Description: PRT NWSE LOT 2 CSM 37/329 #8643 Recorded Acres: 1350 Calculated Acres: 0.000 � Site Address x indicates Private Road Lottery Claims: 0 N�A� First Dollar: No Waterbody: Island Lake 0 Property Assessment Updated: N/A Zoning: (RRl)Residential/Recreational One 2022 Assessment Detail ESN: 428 Code Acres Land Imp. N/A �� Tax Districts Updated: 6/15/2022 1 State of Wisconsin Z'Year Comparison 2021 2022 Change 57 Sawyer County Land: 0 0 0.0% 032 Town of Winter Improved: 0 0 0.0°/a 576615 Winter School District 7ota1: 0 0 0.0% 001700 Technical College a Recorded Documents Updated: 6/15/Z022 '�Property History CERTIFIED SURVEY MAP � Parent Properties Tax ID Date Recorded: 6/7/2022 439533 57-032-2-39-OS-�2-4 02-000-000050 40873 ACCESS EASEMENT Date Recorded: 5/26/2022 439349 TRUSTEES DEED Date Recorded: 9/1/2010 368326 CERTIFIED SURVEY MAP Date Recorded: 6/27/2010 368248 WARRANTY DEED Date Recorded: 11/12/2008 356871 WARRANTY DEED Date Recorded: 12/5/2000 288112 QUIT CLAIM DEED Date Recorded: 9/16/1996 256715 HISTORY O Expand All History White=Current Parcels Pink=Retired Parcels O Tax ID: 34601 Pin: 57-032-2-39-OS-02-4 02-000-000030 Leg. Pin: 032539024203 Map ID: .143 O 7ax ID: 34599 Pin: 57-032-2-39-OS-02-4 02-000-000010 Leg. Pin: 032539024201 Map ID: .14.1 O Tax ID: 40873 Pin: 57-032-2-39-OS-02-4 02-000-000050 Leg.Pin: 032539024205 Map ID: .14.5 44518 This Parcel Parentr Children https://tas.sawyercountygov.o�g/systemlframes.asp?uname=Enc+yyellaue� tl1