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HomeMy WebLinkAbout010-941-21-2210-CST-2023-176 . �. ��r:����� �. ���'g `�RT�/�t . � . N��,, \ Wisconsin Department of Safety and Professional Services Page of � \� Division of Industry Services (� j,' `�sP �- SOIL EVALUATION REPORT � ,z,�q`��1 s.�ov�l In accordance with SPS 385,Wis.Adm. Code County SAWYER 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. scale or dimensions,north arrow,and location and distance to nearest road. �D � �j'�{�, ,z,� ^ �..Z I fl � Please print all information. Revie y Date J Personal information you provide may be used for secondary purposes(Privacy Law,s. 15.04(1)(m)). ` � �O 4 ,2 � Property Owner Property Location ❑ ❑ �OU1G.'"1 G�►1 1`• C �L ISSe 1� Govt. Lot N W Y, N(� '/, S Z� T �{� N R Q q E(or)�N Property Owner's Mailing Address �O/ by � i�i �a� � Site Address or CSM and Lot#: � �v n La-E- L CS�'f 38 Y �loS`-� City State Zip Code Phone Number ❑City ❑ Village �Town Nearest Road �^�� i,c�a.r� Lv� $�18Y3 (46Z� �fZ3`t ��. w a..e�L1 D✓� W���..Jt� Q-� [�NewConstruction Use:�esidential/Numberofbedrooms 3 Code derived designflowrate �fsf� GPD ❑ Replacement ❑ Public or commercial-Describe: Flood Plan elevation if applicable N f} ft, Parentmaterial $4N.��., �-EXe,Y1�1..(.i "E'� �� General comments and recommendations: s � � r .S So� e e . Qy�ZS r4n e �z.Zs_ �rS..S � ❑Boring Boring# ?- t[�Pit Ground surface elev.�3 ft. Depth to limiting factor 9�v in.I elev�•��tt. '� NO To� 5� � � -� Sr�� �O aT h� ` CC,� CQ(.c� CC��'C.e�('2. �. �,.21�Q� 1p —Ct� -�"�l SoilApplication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/FtZ In. Munsell Qu.Az. Cont.Color Gr. Sz.Sh. 'Eff#1 'Eff#2 � O—Z(� —f.S Y. `E y ._ r d —S h1 � (�-� .`1 ��� z- 26. 6 •� s — rs �� �� �� — .7 (.� 3 65_ � « � _ s �� �, — _ � l,� a Boring# ❑Boring �t Ground surface elev.'�i7•bsft. Depth to limiting factor�bs in./elev.g�9 ft. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ftz In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. 'Eff#1 *Eff#2 1 O - 3 -r,S ; — s o _s M. 4J — .S l•D Z. 3z—�� �� �f y — l�s �c �c � — .$' I.0 �s a.r c t-�.�1 + �-'� csT rvame MERTON MAKI Signature �� �� 224901 CST Number Address 10869N SMITH COURT Date Evaluation Conducted Telephone Number (715) 634-8719 HAYWARD, WI 54843 {D -- Z� — Z3 'Effluent#1 =BOD>30_<220 mg/L and TSS>30<_150 mg/L 'Effluent#2=BOD,5 30 mg/L and TSS 5 30 mg/L SBD-8330(R04/21) Page of ' � �Boring . Boring# �'Pit Ground surface elev. �7�t�. Depth to limiting factor �O Lin./elev.g$.Qsft. T 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 [ D-6 �S r s3 � -- l Fs o -s n-L c.� — .S !.o Z 6Z-�o N 3 — ( „ u — — . � �,a 'i"rn� S: e C �� .cred �eve + �_ � �10 S ❑ 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/Ftz In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 l S - �a � .S Q � �r�, _ � L - - C�cG Z r e� �(- ds — -�i4` � o �a i 2. c!S c�c 3 z-� 15� 4 �.� f� � � -�. d s � o0o L -�- : e� � Boring# ❑ Boring I ❑ 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 'Effluent#1 =BOD>30<_220 mg/L and TSS>30<_150 mg/L *Effluent#2=BOD,<_30 mg/L and TSS<_30 mg/L (S.�t nt �3 - �t� �� � ��������� .�� � ;;::�� . '; h�REFJND.�iA�TER �u:�`��=,..�c�..�1�.,�3.1 _�__ �CT 0 2 Z��3 . �S�J�oF P�.RN►` �hk#__ �S!_5_ ,. � SAWYER Ct?t�i`;'fY✓ R��"; 3 3� __ ZONINGADt�}INl�THF,TiON Ow er= l�� S�Q'E-ha.h R. C h�s�ct- 5��..,y�r Co. F{�y wa,.� T�..� �o�oy tJ •f"w:� L4k� �� P��J oio-4yi_Zl, Zzto f}a�Wa.•c�. Ca�lS48Y3 /�w�i.�W S' ZI T �-}LN (�d9W -�JS_. c.�bz--�{Z3`{ Lo� 1 CSVI 38��/ �8l05`/ S�`� 0.1 W��wc� P-6 (j H loo ► � z E-- ' � 3 . • I � � �� �o� -� .��.��} � — � `� +�ZO � Qro(� � 1 3 b� I gQr (i 4 �/ � �el- �i7.35 � � Pv �3 `^ �,� � �B►�1�ap` n4���c;66o� 3�P Lo�1 So���S.d� Iq�� Wk��c da�� � 17.85 c.t., i31. G�.(3' Z q�.IoS' sCh�c (`�40 3, 9�.4s� 'iK Blds�so,��"es-�'a,re4bn�� ,S 56,�5� s�5�-p�. 4�(.zS ,�� �ta�qe 4z.2s'-453�� . ro sa, w 40 B Idg Sewer�" RS.a s-r �� ± 45,5 �er�c✓\ �'l,cxl.t, T— 1^ /� . 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G � �`��J � I 1���� � . �� �����w j��� f l I ; "'__ ������� ���� ��. i( _ I —����;���� ' � ���� ��� ( � ���� ���� j i � i :-- , -_-""- -"��_'_ �3 I �-- y ---'-'-' I� -'-- � --� I, � i- - I ---�;---- ---;--- � --- �, - -;---- �� -�--' - � g__ � � � � i ��� I �- . �j(� 6 - �C 1. . !? _"_" ___+"__ _ � _�� i �� ___ '__'___' . _ - �� .., '__'_ } ___ '. — � .1 "' i — � �.�. 5,`_; a•�'�_' _ c C .�/ ' � � _�� .. _ ��� 7/'I V23. 8:05 AM Real Property Listing Page Real Estate Sawyer County Property Listing Property5tatus: Current Today's Date: 1/11/2023 Created On: 8/3/2022 920:49 AM �Description Updated: 8/3/2022 � Ownership Updated: S/3/2022 TaxID: 44549 70NATHAN R CHISSER HAYWARD WI PIN: 57-010-2-41-09-21-2 02-000-000100 Legacy PIN: 010941212210 Billing Address: Mailing Address: Map I0: ]ONATHAN R CHISSER JONATHAN R CHISSER Murncipality: (O10)TOWN OF HAYWARD 10604W TWIN LAKE RD 10604W TN/IN LAKE RD STR: 521 T41N R09W HAYWARD WI 54843 HAYWARD WI 54843 DesCriplion: PRT NWNW LOT 1 CSM 36/4#8654 Recorded Acres: 17.850 � Site Address * indicates Private Road ._------ � - _.._._ . .. _____ . Calculated Acres: 0.000 N/A o n W�'�'i.Jcr �- Lottery Claims: 0 First Dollar. No .�-j Property Assessment Updated:4/6/2023 .__.._._..-...--- oning: R-1) Residential One 2023 Assessment Detail ESN: 444 Code Acres Land Imp. G6-PRODUCTIVE FOREST 17.850 30,300 0 � Tax Districts Updated: 8/3/2022 .—___._ —_______.________ - _____._._.___- 1 State of Wisconsin 2-Year Comparison 2022 2023 Change 57 Sawyer County Land: 0 30,300 100.0% 010 Town of Hayward Improved: 0 0 0.0% 572478 Hayward Community School District Total: 0 30,300 100.0°/a O01100 Technical College a� Recorded Documents Updated: 8/3/2022 �Property Nistory -- �---___------....---- P._. QUITCLAIMDEED ----�__ __—_. ------- _..._-- -------- — Parent Pro erties Tax ID Date Recorded: 7/25/2022 440357 57-010-2-41-09-21-2 02-000-000090 43003 TRUSTEES DEED Date Recorded: 7/25(2022 440355 CERTIFIED SURVEY MAP Date Recorded: 7/13/2022 440138 SPECIAL WARRANTY DEED Date Recorded: 7/21/2020 425173 SPECIAL WARRANTY DEED Date Recorded: 7/14/2020 425033 CORRECTIONINSTRUMENT Date Recorded: 6/4/2020 424170 CONVEYANCE RECORDED NOT USED Date Recorded: 5/19/2020 423900 CORRECTIONINSTRUMENT Date Recorded: 12/14/2017 4i02Z5 QUIT CLAIM DEED Date Recorded: 11/22/2017 409933 CONVEYANCE RECORDED NOT USED Date Recorded: 11/13/2017 409754 CERTIFIED SURVEY MAP Date Recorded: 3/15/2017 405795 COVENANTS Date Recorded: 2/17/2017 405447 IUDGMENT Date Recorded: 3/12/Z001 289573 WARRANTY DEED Date Recorded: 1/15/1996 252323 �hild Hi_crory Remrd o n • HISTORY p Expand All History White=Current Parcels Pink=Retired Parcels O Tax ID: ?2352 Pin: 57-0:0-2-41-09-21-2 02-000-OOOC10 Leg. Pin: 010941212201 Map ID: .61 �Tax ID: 12355 Pin: 57-010-2-41-09-21-2 01-000-000290 Leg. Pin: 010941Z12129 Map ID: .SZ9 https:/flas.sawyercou ntygov.org/systemlfra me s.asp?u n a m e=E ri c+�yelia u er 1/2 Map Unit Description: Keweenaw-Sayner-Vilas complex, 1 to 15 percent slopes, stony--- Sawyer County, Wisconsin Sawyer County, Wisconsin 69C—Keweenaw-Sayner-Vilas complex, 1 to 15 percent slopes, stony Map Unit Setting National map unit symbol: 2xjss Elevation: 970 to 1 ,840 feet Mean annual precipitation: 30 to 34 inches Mean annual air temperature: 39 to 43 degrees F Frost-free period: 100 to 140 days Farmland classification: Not prime farmland Map Unit Composition Keweenaw, stony, and similarsoils: 35 percent Sayner, stony, and similar soils: 20 percent Vilas, stony, and similar soils: 20 percent Minor components: 25 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Keweenaw, Stony Setting Landform: Moraines Landform position (two-dimensional): Shoulder, backslope Landform position (three-dimensional): Side slope Down-slope shape: Convex Across-slope shape: Convex Parent material: Sandy and loamy till Typical profile A - 0 to 2 inches: loamy sand E - 2 to 4 inches: loamy sand Bs9 - 4 to 9 inches: loamy sand Bs2 - 9 to 23 inches: gravelly loamy sand E/8 - 23 to 35 inches: gravelly loamy sand 8/E - 35 to 55 inches: gravelly loamy sand C - 55 to 79 inches: gravelly loamy sand Properties and qualities Slope: 2 to 15 percent � Surface area covered with cobbles, stones or boulders: 0.1 percent Depth to restrictive feature: More than 80 inches Drainage class: Well drained Capacity of the most limiting layer to transmit water (Ksat): High (2.00 to 6.00 in/hr) Depfh 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) Web Soil Survey 7/11/2023 i �i�.� Natural Resources �___ , _r � �..:i� �i_.:___i r�"_"..�'..,. n_:i n.._._.. .._.'__�._a.__ n'—"_' NWi/4 OF ScCT10N 2i,'OWNSHIF 41 N.,RANGE 9 W WHICH ' BEARS NOD'35'311Y. SAW1'ER COUNN GRID, NAp 83/2011. NORTHWEST CORNER �T 2 SEC.2'-4t-g C.S.M No.315f DEED WES- 1/16 CORNER FOUND 3.25" A�UM. MON. I DOC_No.3086f0 OY NORTH LINE SEC21 i i ; L7 N89'09'17"E 444.49' N89'OS'S1"E 849.43' � i /^ t6o' (aq4.32') 501.85' 347.58' — - N /�� � �PER?E7UAL ACC:SS � Op ��' � AND UT1LIiY E,qSEMENT �j�r�, � / PER DEED COCUMENT O � �D � No.405754. ti � O? ��( I �� � � �,,,,I � .S� . m ��t �i ryo ,r � 0 1�' !n Z � o •G � � �n ry� I � M ° � � � � IAT 1 z� � 777,482 SQ. FT. w'� � i 17.85 ACRES la \`'' LOT 2 •� n� 777,482 SQ. FT. I� � N\ \� 17.85 ACRES ���� t �Z � \� ��o a �N3\���c� �o m `� N � � �cA� \ ^� (233.95'� v la N � �,� \10 �� 233.93 _ �'� � ��''v `b � S89'16'S1"W � � N� i .3 _ � M ��._ � M �I � \\. 4� Q O Z �I LOT 3 66 � �iN OD � M� � � n�i ONi IAT 1 o� �! `\ � � C.S.bf. No.8f93 o� C.S.df. No.6547 � \ ����t�2����j CENiERfJNE OF A 33' WIDE � . LDT 1 \�`' Ap'�S�" DRIVEWAY EASEMEN? FOR THE � BENcflT OF THE ADJOINING � I � 2R �,�� PARCEL TO THE SOUTH. \____ � �4 �/ NW t/i6 CORNER� efYER ROAD _ � � 1� 500.72' 233.96' S89'27'33"W 400.77' S89'21'33"W 718.73� � S89'21'34"W � ?� NORTH '�76 CORNER DEED � DEED DOC. No.367592 �� ^ON WEST LINE SEC.21 DOC_No,366905 � LEGEN(� SEE SHEEf 2 OF s SHEETS i��������/ P.LS.S. Corner Monumen: , o'M FOR SURVEI'OR'S NOTES. e�� CO �� ���1�5.....MS�tii, � of Record as noted. � z wEsr 1/4 CORN€R � ;•°�JESSEB��'••, % � Set .75" x 18" Iron Rod \ SEC27-41-9 SUZqN ;� wt. 1.50 Ibs. per foot. FOUND 2.5" O.D. IRON PIPE �'• S-Zg� JOB # 00722 � � HAYWARD _ � Found .75" Iron Rod �<'• W CO Prepared by. : ti.�� '� � O Found 1.25" O.D. Iron Pipe Jesse Suzan Land Surve � y��"'"' - Phone No. (715) 634-C77? �g �C 22 � �� � O round 1" O.D. Iron Pipe 13731W Sjostrom Circle V 450' ■ round :625" Square Iron Ba� Hayword, WI 54843 , � Calculc:ed Positicn Sheet 1 of 4 Shee.s SCALt IN �'�a �5r c 22g� (xxxx) Recorded Daia �K 'y i 'S z ' �* 'i I �� �s2 �.+s�,�...� u �'F'f �1,F�.L x. "$�c"4� �m � � ��a x � �� y Sa"3r# , AY�'��t <r t s r d� �� r�'S' �,�� ��i � 1 �;'� . ��� �,`..�'y�,.�""+��9 "� > �`+„` `_.. � 'u42 d'':. '� ��n � �� � � � �� ��� y� b » ., �w � �� SP �"� 3 N .. � . �+ a ae ^ " � .g* ,v'�v� � ��� 4F�St�9�g�.�. ir'�"y* k' .-w� ' `"r'�„'�`,r a hv x� `�`� }�„'".�z � .. v�` '"`.y.�.h" '�'" «o '� '� ^,m'n.i.� . ' ' � �' y�i _. `au��ww *.�'.+A . z3a ,t�[' . � . . . . � , - �r��. � �,,.,� �i IE�II���f��flll�!II I� `'"�`��� . ,� ,_ �� =;, �`�x,, ',.�_� � Q,��, s. , �� � � & � g 7 � � p: � - Fx:6E�Z18 , " I p11.19i.F', C.tti1 i .Ee2 �. . .. , . ... . REGE':'TE.-^. G� LGt:C3� ':'-"�,. > I �Fx�- SAYJYs'R CElt1NT`�. V+'x . ,'r, : aJL'k�T 1 .Cri1 i.�� LJ iY t 1 { � Q�l 3.3I 2 JJ Z �1:'3C+ �4t n I f aECc,;ic"�an�r r-r'� 3�: n : � P � �`L'RTI�'IED SLTRVEY MAP r'' �"``°'=`-.� 4 ' , z v�� �.z �..c �.; .� s L f.(?Cd3'EIJ IN FAE�T CkF THE NORTHF!$ST Qi3AR'i'ER Ox' ��M MAP �. £ir�K;<i `� ��`� a �'�'��� TtiF; Jvi>f2TF£4�E3'1' QT3ARTER. OF SEC�'[ON 2f, `COWNSHiP � �' �1 tdL'RTH, RANGE 8 �EST. IN TIiE TORrAI OF' HAYWdRn, �' � � .. ?. SAWYF.ft CQUA[TY. �425CONSIN. � �'�; � � �,�� � �'� ^ se,u�mfi^,s ate ar�cxcm ro fx� wcsr uve- or mp � �,Y ,� �" �°°' c wr�/c or sec:nors zr. Ternt.svia si h,, a��rxx 9 w. va+�tt + +; y ,4-� " �-Y GEAR!: MOCjSS`.TtYI. S4WYER GOVM.•Y Of�O. nn0 63fZ01). � ; � . 4 �" GC7T E � ' ��,�v+ .,_ N(�R71fWE5T COR(YEft . b�Fp 'tt£SF 1/ 3 `f r�. � : � .�CS�.�l1fA.8t«�'i�'�.� � . 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