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HomeMy WebLinkAbout010-941-23-4317-CST-2022-178 S� NO R�FUNDS AFTER i I� ��� ISSUE OF P�F{MtT �-y�SEP 1 Z 2022 � � WsconsinDepartmeMofSaferyantlProfessionaiServices tsi, v ^ DivisionoflndusvyServices S„N�ERCOUNT`f/ Page_ot l, I� �� ZUNI!VGADMINISTRATI4M ���,� SOIL EVALUATION REPORT � In accordancewith SPS 385,Wis.Atlm.Cotle County SAINYER Attach complete site plan on paper not less than 8 1/2 x'11 inches in size.Plan must inGude, n� but not limited to:vertical anC honzontal reference point(BM),direc[ion and percent slope, Parcel I.D, y-� scale or tlimensions,north artow,and location and distance to nearest roaC. �Q— LjG��_ Z3_f�3�� Please print alI informa[ion. I Reviewe Date 1 Personal intortnation you provitle may be usetl for secontlary purposes(Privacy Law,s.�5.04(1)(m)), � I 'roperty Owner \ � � � Property�oraeon � � O'1 �o�n'e k b�.� Govt.�at 5 W '/.SL % S Z3 T�}� N R D q E(or)� � �roperty Owner's a`iling Address^ (sSs� V4V�S !'t�1e �SiteAddressorCSMandLotC: ll ��S Lo� Z CS� 33��4 � lQ6Z Ciry I State Zip Code Phone Number I ❑City ❑Vllage �Town Nearest Road a, wcee� �W� .548'-�3 czqb>4000 H"a ww�� s� (oS6o n� �oe ' �NewConstruction Use:�Residentlal/Numberofbedrooms Z Codederiveddesignflowrate 30OGPD �Replacement ❑Public or commercial-Describe: Flood Plan elevation R applicable{88 ft. I Parentmatenal � ��/� /J General comments and recommendations � .�1 SO� �S 5 e e�. 4 CC��1 �'1Z.S�--qy,S� � Boring# �e� ❑Boring �r �J [jQ Pit Ground surtace elev.�•Z�{�, Depth to IfmNng factor q�o in./elev�•�6 ft. �noS't �i 2. 3 �� �--�wh r-4s5 4req_ � � Soii.4ppiicaeon ' Rate Horizon , Depth DominantColor I RedoxDescnption Tezture Structure i Consistence � Boundary Roots GPDlFt� � In. I Munsell Qu.Az-Cont Coior ; Ga Sz.sn. i � I � 'Eft#1 'Eff#2 l 0-8 ?.5 r i � ' b-S nl t,J �� �-T l. y 8-�L �� _ � , �5 ' '� '� I�� 3 �f2--4L � 4 — rs ti � � luF- I � � ' i I I I I I 7 I Boring# M•� ❑Boring I L �� —1 �Pit Groundsurfaceelev.4U'ft. Depthtolimitingfactor�� :n./elev�•Zft. " Soil Appliration Rate Honzon Depth Dominant Color Redox Descripfion ! Tex[ure I Structure ' Consistence � Bountlary � Roots GPD/Ft� In. I Munseli � Qu.Az.Cort.Color ; j Gr.Sz.Sh. �'� � D-S I 1�S Y 3 Z :: ., 'Efi#'I � 'EW,?2 I �S I 6-S Y1� 4� (v � (.� Z Z�o n y. � i 5 i ,i ' ' �� (o� .� �. 'L 1.6-�F v Y � I c- i q '�� �� '� �� /� �[ ��-Q b� 4 �f 3�! r � 4 �, �� �,, — 17 t� .� �. — 5 I �� .Z � l. � i I ' I �ST Name MERTON MAKI � Signatur= � CST Number ��_ � i �224901 4ddress 10869N SMITH COURT DateEvawationConducted P �]�5�634-87�9 � j Tele hone Number HAYWARD,WI54843 ' 9—iD �� _ZZ Pffluent#1=BOD>30 s 220 mg/L and TSS>3G 5150 mg/L 'Effluent»2=BOC,<_3^v mg/L 2nd?SS<_30 mq/L SR�-R33n iRnana� . Dat��__ �..111..�..a�__.__.._ Chk� � _.._�3 73 _ --------___ Pl0 R'�FUNDS AFTER FZ��3t#N2w I/�Jor ��i �'" 3.3�'� ISSUE OF PE�1MtT '�'� � Page of ��, ❑ Boring ' �� I �,� Boring # �� �$Pit Ground su:fiace elev.�FS•ZZ7'f. Depth to limiting factor ��FS in. / elev.g9•Z�'ft. L!�1 Soi! Appliqtion I ,�-- Rate � Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft� I In. I Munsell Qu. Az. Cont. Color I I Gr. Sz. Sh, i 'Eff#1 `Eff#2 � � -S -�,s- ,� z — o - � �� . � -� Z � s g -z ,� �t y . , ; �� �, �, ��� -� l . � 3 � �� �+ 6 , � 1-5 -1 — i rS �� I �� �� l� �I r--- , � �, � y' , ,S'7_ I D << � 3 i — � � S �� � a ; — i � -�1 ! . �o I � I � i , 3 t ° c4v�e. � G o � Boring # ❑ Boring _i ❑ Pit Ground surface elev. ft. Depth to limiting factor in. i elev. ft. Soil Application � - Rate Horizon � Depth Dominant Color � Redox DescripUon Texture � Structure Consistence Boundary Roots GPDlFt� In. Munseli Qu. Az. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 X ! � = 130 - = � ,� o,� '-� Z� re , � �2-�2 — ZD � - — S1= zZ 1� 4 � � _ r'2G 2 Tr o� L �- .e. � _ i (� ' � � o l l-o h I S �,� S - ' � � � T� � Q I �-- e� s = 3� � � �_ i ! ; ! � f� � S �_ D �( �-! ; ,,- i i ; �� � � I Boring # ❑ Boring !— ❑ P�t Ground surface elev. ft. Depth to limiting factor in. / elev. ft. Soil Application Rate Horizon Depth Dominant Color I Redox Descnption j Texture � Suucture �! Consistence i Boundary i Roots ' GPD/Ft� ; ��• � Munsell i Qu. Az. Cont. Color j ! Gr. Sz. Sh. i � i I 'Eff#1 `Eff#2 I I ; ' � I � ' � i I i � � I I I � � I I , I � �- ' ' I : i ; � � ! i I I � j ; i I ' Effluent#1 = BOD > 3C <_ 220 mg/L and TSS > 30 5150 mgiL * Effiuent#2 = BOD, <_ 30 mg/L and TSS <_ 30 mg/L ���ne.�: ��( : R01�a« I �D►1✓�tQ I� V�7Q(�G� �CiW�e� 1�0.J E"'�e��t,�1G2Y'� I W (7. 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P� —�r• � i � ) t'i+. .r, �'r° t3 a{- i - �t .,t —w � .� .W � � ' 1 i�,. <Y ,<�'�.t� __ �. .. } l ' r �t _' . �M1't� . _ .�-� � � �., - ' 4�, �S � � �.�� � �_'���� . � ltlt` � � Ji�/i�� �� T�� i T\ t i� ��� t�� ` '�l 1,��' � '���._ � .. "�P ' \,..;; r ` µ.����_'��� 1 :. � a. T i� � ��� � �, � ���� - Y .n k. 1 dr' �t. Y � �L� 1 � ��• ..=t�� _;i�, � . '� � � .�� R�fE��/���' �`�''.y f y� �.m. Y�` � ' _ Real Estate Sawyer County Property Property Status: Current Listing Today's Date: 9/10/2022 Created On: 2/17/2014 10:42:41 AM Description Updated: 7130/2020 Ownership Updated: 7/30/2020 __ _ _ .._____._ _.__._. __ _._---_ .._ _.. _..___ . __ �__,__- - ----- _ -------- ------ --_------------___.._.________. Tax ID: 41751 RONALD & BONNIE HAYWARD WI 57-010-2-41-09-23-4 03- KUBAREK P�N' 000-000170 Legacy PIN: 010941234317 Bitling Address: Mailing Address: Map ID: RONALD & RONALD & Municipality: (O10) TOWN OF HAYWARD BONNIE KUBAREK BONNIE KUBAREK STR: 523 T4iN R09W 15551 DAVIS AVE 15551 DAVIS AVE HAYWARD WI 54843 HAYWARD WI 54843 Description: PRT SWSE LOT � CSM 33/64 #79fi2 Recorded Site Address * indicates Private Road 0.7 5 0 _-----------_ ____ - --__-----________----------------- Acres: 10560N RIVERSIDE RD HAYWARD 54843 Lottery � Claims: Property Updated: 11/9/2015 First Dollar: Yes Assessment -- . .____ __.__.__ ------- .___.__--__`_�_____ ___---__._._ __ _.. Waterbody: Hayward Lake 2022 Assessment Detail Namekagon River Code Acres Land Imp. Zoning: (R-1) Residential One G1- 0.750 30,000 59,600 ESN: 444 RESIDENTIAL Tax Distritts Updated: 2/17/2014 2-Year 2021 2022 Change __ - -- ---- __ --___ ------ - ----- ---._ — - ------ . 1 State of Wisconsin Compar�son 57 Sawyer County Land: 30,000 30,000 0.0% O10 Town of Hayward �mproved: 59,600 59,600 0.0% Hayward Community Total: 89,600 89,600 0.0% 572478 School District 001700 Technical College Property History __.____._ _------___.__._______-------_____---______.___---______ _---_.-----__.__ Recorded Parent Properties Tax ID Documents Updated: 8/1/2013 57-010-2-41-09-23-4 40046 ---_ -- _---__ __----- . ----- . --___ __ _ _._ __ 0 3-0 0 0-0 0 015 0 WARRANTY DEED Date �2���� Recorded: 6/29/2020 ORDER Date 4.21��9 Recorded: I/9/2020 AFFIDAVIT OF CORR CSM Date � ���,��, Recorded: 3/21/2014 CERTIFIED SURVEY [�IAP T ,WYER COUNTY CERTIFIED SURVEY MAP � IVISION OF' LOT 4 CSM N0. 1139, RECORDED IN VOL. 6 ON PG. 51 — 52 AND I,OT 2, CSM NO. 7557, RECORI���,,,}N � 30 ON PG. 144 — 145, LOCATGD IN THE SW 1/4 — SE 1/4 OF SCCI'ION 23, 'P. 41 N., R. 9 W., IN TH[s�`O ��'"��.,,, 'WARll, SAWYER COUNTY, WISCONSIN ' �t--� �`; ���� \ Ip,RRY 7. ; I UTIL/7Y LEGEND a9 ior a _ -- *\ � - �'1 ` CSM N0.f 179 NELS � ' �� I I �SfPDC VENT � ) o� > . owr�En-v,doiwsOry ' - �6 � O SfPTIC COVER / �� , SURVFY' i � � �r�� � � �/4 iaon noo .�.-1 �WELL (� �oe'oo'q I I � �1 rc�c c � R R Y �.W E L S O N ({�5 (�1 2 7 6 p � zo'onrvcwnr[nscucKr � � S BB'S4�48�E-:'-'-'-'—"'-"'- �� �� GRTG''iN6AGP'M vcx csu.Ho.ii�s �_ ��.•� l' _'_-_-_'___ ___- _ - _" 243.6G' SnED !"'n'9/� 11n v�`o .___pHrvfVlnY�flAKt[0 C L__�� --� 1 z\(21].11') ExCNOI{HES a.1' � S�t �SU�` — � 1 6������� � -------LOT 1-------- ,'1a�A ' - \� IIIIIIIIII � I csu N0.1139 ����-o$ I �S� Q HOUSE �I I D I �, �I � � " o D (x eesc'c) 1���4 o LOT � 1 � TqWN OF Hql^NARD APPR AI. �� I D , I � a ecss•:r c� ��' o �132,750 SQ. FT.t � � � � s ee•a3�so^e nz.sY 1 � w �1 0 � /� -- ...------ I �, 3.05 AC.t �-�n• „• Z �/ 66�� ---i'ixox v�aE 76.48' 96.49��/i iaox nHac iaoN! s 1 I)"LEGENO I � p RT.ANG.W�DTH = 186.25� � / � SE F HOAIUTH��- TOWN CMAIRMAN 5 np'Si_Op_E BS \ �crnc vrNr I �P� //'��I �s � m I fPTIC COVfR I pl I � o�'� 5[atic GsfuEHt N-' ,v�o'� ao.aa' O,� � ELL Ki I I $ Qo`�� FOR LOi 4 " o S 88'S1'00'E - 177.10' YI.t�� '� . . wl �or� 3 � 1� Ro r- � p�I CSM N0.1<9H Gyy� '� �� I `"� � .�'��o^ `� � �� , �,/ �' � �'1 8'32'29"E �I I �vP+j / �/ f: HOUSE N�� 3 4.9 4• �I� G��j z J]'W I D E F h�j,r I ` >N ACGESS E/SE.MEM �.g • � LOT 2 I S 8872'29"E 2q5.29� �inox vicc N 5 BsSYoo"E 153.89' �� �% Jlm � p.�.d. J o y�' ^ � � 32,800 SQ. FT.3 �ass' oArvr.wnr�anvc�co c/���_�/�a� �_sE�e<cK u�cs _ � j 0.75 AC.f -�' _� _ _ �85.Y9' g r iaox i-i� �qoH p�pE soJ.9o' i RT.PNG.WIDTH = 150J0' PipE N 88'S7'00'W 690.78' • � B.A = 11,250 S0.Ff.i I LINE TPBLE i�i _ � L1NE BEARING �ISTANCE �OL./08 PG.I3 m o � � L7 S 28'<2'2]' C 54.72 �e n oo•or zz� u 3z.�. TOTAL AREA V Z ^ L3 N 01'09'00' E 20.00 n u s m•av oo• u is.o0 165,550 SQ. F7.t SCALE.' 1 INCH = 100 F[ET SEC. 23 SEC. 23 --- � SOUIH LINE SEC.23 3.80 AC.f S 1/4 COR. SE COR. � VT ewss cwaEo uox. N 88'49'43'W 2624 Jz' ��INON PIPE � 10� 2�0 � o (af,lQVh ►4CTORN JOFINSON ✓OB.'H71�011 !ICE.'i11NH9W�5EC.2J IOJJ9 N.OU!/Y RC1a0 � Q4TE:1/20/f1 AGO:NII_OOJ �E,q�7� ��' � �p�T/���'�o.wi5.S�BU UND 1-1/2'IRON PIPf,UNLE55 NOlED PH:]t5/6J�-I�I1 BGAwGS�E FEfEFENCEU 10 T1E SOUM IINE S�E. �•� ��' PAC:H07_096 ��p��+�r r,,��p��p� n fAX:)IS/6l�-6��I � � 1-1�4(OOJ X 18"IRON PIPE, V47. = I.6B//f7. or 1nc s[�/�or s[c.Z�.�ssuuco ro N9.5-195 PG.19 SNtE7 l OF�SNCETS SV(i IG f U.G OF 17!'11 n!1!L/i INM INlpONONSURVf11N4CON � COHOEO OATA BfN+x Ba�e'u'w � O c