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012-740-36-2203-CST-2022-102
� ' � ' v� - Wisconsin Department of Safety 8 Professional Senrices �������� Page�_of � � - ;�� _ Division of Industry Services � '��_�_ ,` SOIL EVALUATION REPORT � YJ � In accordance with SPS 385,Wis.Adm.Code C��tY � Attach complete site plan on paper not less than 8 1/2 x 11 inches in s¢e.Plan must indude, n but not limited to vertical and horizontal reference point(BM),direction and percent slope, Parcel I.D. � scaie or dimensions,north arrow,and location and distance to nearest road. t/ ��e O 6 Please print all information. Review by Date Personal informa6on you provide may be used for seco�dary purposes(Privacy Law,s.15.04(1)(mj). � 1/� I� S d�.0 Property Owner Property Location � � O N . T Govt•Lot p� A(� S T L{� N R E(or) W Property Owner's Mailing Address Site Address or CSM and Lot#: (,�.�..�Y� �•►'� 13/7�..� o D K D 3/.3 City,State,Zip Phone Number ❑ City ❑Village �Town Nearest Road c � ' Ss� MusK �NewConstrucbon Use_�Residential/Numberofbedrooms y Code derived designflowrate bo GPD � �Replacement ❑Public or commercial—Describe: Flood Plan elevation iF applicable �L�1 fi. ; Farent rnateria� 6LA CI A L DRIf'`t �d��4s� `S-9'/.� Genera�comments and recommendations: ONE BbR�NG tvA �.'OI'�� �'d R T H E pU�toSE o F I� S/T RELaATJ41iI o b N � G- ❑ Boring# ��ri� � �Pit Ground surface elev.�Qd•�t. Depth to limiting factor�(OS� in./elev.QL 9ft. Soil Application Rate Horizon Depth Dominant Cdor Redox Description Texture Structure Consistence Boundary Roots GPD/Ft� In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. `Eff#1 'Eff#2 l o-Y 7. YR —' I S �l C 3 . 7 �. 2 4-3y 7.5 L — 5 y�,� _" 3 ati-wg T.sYR s --� — — �Boring Boring# �Pit Ground surface elev. ft. Depth to limiting factor in./elev. ft. Soil Application Rate Horizon Depth Dominant Color Redox Description Te�cture SUudure Consistence Boundary Roots GPD/Ft� In. Munsell Qu.Az.Cont Color Gr.Sz.Sh. •Eff#� •Eff#2 CST Name(Please Print) Signature CST Number U OW � Address 4t�10�1 Q7 D� I�(,(IM�/ R Date Evaluat�on ucted Telephone Number y 6 I ��- 'Effluent#1 =BOD>30 5 220 mglL and TSS>30 5150 mg/L `Effluent#2=BOD,5 30 mg/L and TSS 5 30 mg/L SBD-8330(R03/22) NO REFUNDS AFTER SRN ;� � 1?�C ISSUEOFPEAMIT . , �, • C- � � �'�,�� 1��1'��' ��i j',i�v 3 0 2a22 � �.---� �pyyvER,C��U��Y . ,xy�r qr1MINISTRATION ea�^•� �j '. - � SITE PLAN ELEVATIONS JOHN AND HEIDI TRAXLER BM= 700.0'.TOP OF IRON lOT STAKE(GROUND LEVEL) N ONE SOIL BORING WAS CONDUCTED FOR THE PURPOSE OF RELOCATING THE EXISTING B-1 =100.9' SCALE: t"=40' SEPTIC TANK DUE TOA PROPOSED � ADDITION TO THE HOUSE. FIOWAGE=87.0' BOTTOM OF DRAINFIELD=93.15' SLOPE BOTH VENTS WERE DRY &� � � BIG MUSKY RD EXISTING � ��'�, HOUSE DRAINFIELD ' '�, I S/T � � ... DR.WAY . . .. 10208W CHIPPEWA O WELL FLOWAGE BM x � _�� _ -�,'�'ri� -l� i .Yr— -• � -y ^_ t l �'�Y'"1r+C.'� �_:'1�� ��-��r .�� �1�. � � . _':„�l) yt� ` ;s'++—1�. . � . . . .., '-- ';�...: j' � F..� --'�_. A� � � y_ „ z�� � �-�.�-'� . �:�;u+r`��5���♦ A,� � � �� r � �.',. a ✓ '�._�� � .' � ;' �, . y�. ,� t �� . �� ��� _ t �Y, t�v � }_l-MT ��°Ka/�q`a� �;, ~f ; s3 t ;: � _ "}` =4'�.'�.r '" �� . 4��1+�`�, �.: ri � y�y� a�.�{. � ��. ,! .y�!�� � � [y-j;� i�} "��FRI/� ���.L� . .��t l:e� . Y� �� v ���f _ � `� . t'�, . -,:.s � !F� - s. .\}r .., .. _ .1 y'� - t .. f � �� �' , = � _�` -+; !.5 +� 4 � � _- `� � ; -x. r ��? ' � 1�:, a � ' . � i :-r o, .a� � � " y_ . �'� � 3 .i-.�v i .. i — '�.�.'f� r • �;,�a"i�; 'a-,: .. . � - � . ��r�r� . y - . .. . . .��5^..g�,- °9 t '�� , ♦ ��` .��` ✓-� � " _ " a' " _.y�. ��i �i �,�,y�y�. �. � �:,y '.". '�/ 1 � �� , - "� � - ' , J� L k/ : � ;ur?r .i �f���� �, .�1����rf.:+ ,���.� � _- .,� � f �.` � _ , � � � �°�� � � Y �, ' � .j ' . � .. �. � '_� ♦ � L� Q •� 4 {yjy. J' � .��� 9y� ��) f'l� ,� � �� t 'y�i� i �.a't�c �f� V, f� ,� � � � b♦ 9i✓�/ N 5 �. � h. � . �. y � ti � � � .;�'_�1-fi ��6�y{�-�.�� � . �X �:f`�.�. �� �$Af ; �':'�' l'_s.i l, C '?_"ly�����"yx l f '� � ��d f �# ��$ `F ���s f F � �` � ~ � �� '�.... �:1� � .-� �y y x �� I, ,- � s. �d''� �.y.. � � v. r � �-:.., .�.`#t� s. dl � ' �`i +,�� }'J �� ���C � � � � � .� �.l ;:," RI , ~ s� $;^� �-1,yC � �0�f <� e • �� , Y � _� ��� � �' . �. 1 - ,��rL. � -x �,�f. � Q r. 'JR" r'4 {� 3`''�t� � � »��s S 7J � ya F� .,. �'S" !f'. � h k r' � .: is�-„ � `� ~ ''�� , t_ ��:y,ti � ✓ �y�,: e�;;.� . 7/S122 218 PM Real Property Listing Page Real Estate Sawyer County Property Listing Property5tatus: Current Today's Date: 7/5/2022 Created On: 2/6/2007 7:55:27 AM � Description Updated: 10/6/2015 � Ownership Updated: 10/6/2015 Tax ID: 15869 � JOHN M &HEIDI A TRAXIER BARAB00.WI PIN: 57-012-2-40-07-36-2 02-000-000030 Legacy PIN: 012740362203 Billing Address: Mailing Address: Map ID: .6.3 70HN H &HEIDI A TRAXLER ]OHN H &HEIDI A TRAXLER Municipality: (012)TOWN OF HUNTER 1177 COLLEGE AVE 1177 COLLEGE AVE STR: 536 T40N R07W BA�B00 WI 53913 BARABOO WI 53913 Description: PRT GOVT LOT 1 SEC 35 PRT NWNW SEC 36 LOT 14 CSM 13/78 #3132 � Site Address * indicates Private Road Retorded Acres: 0.630 10208W 81G MUSKY RD � HAYWARD 54643 Calculated Acres: 0.645 Lottery Claims: 0 'J property Assessment Updated: 9/26/2016 First Dollar: Yes Waterbody: Chippewa Flowage 2022 Assessment Detail Zoning: (RRl) Residential/Recreational One Code Acres land Imp. ESN: 452 G1-RESIDENTIAL 0.630 202,700 116,600 2-Year Comparison 2021 2022 Change �� Tax Districis Updated: 2/6/2007 Land: 202,700 202,700 0.0% 1 State of Wismnsin Improved: 116,600 116,600 0.0% 57 Sawyer County Total: 319,300 319,300 0.0°/a 012 Town of Hunter 572478 Hayward Community School District 001700 Technical College �property History N/A .� Recorded Documents Updated: 10/6/2015 WARRANTY DEED Date Recorded: B/14/2015 397182 QUIT CLAIM DEED Date Recorded: 324369 WD662/232 QCD#324369 https:Utas.sawyercounrygov.o�glsystemlframes.asp?uname=Enc+yyellauer ���