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002-278-00-0300-CST-2022-066
, � . ARiA � ������ - D��� ��,,,�°`A —""'�, Wsconsin Department of Safety and Professional Services '�� #�• Page of �� � Division of Industry Services �,'', �=P�" SOIL EVALUATION REPORT � r,�`^`�:n,o�?�� 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, i 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. (�b Z— Z�-- O� —0 3� Please print all information. Reviewed Date � Personal information you provide may be used for secondary purposes(Privacy Law,s. 15.04(1)(m)). :Z Property Owner Property Location � � I�$ L0.►'� L L GOvt. LOt '/a Ya S �4 T �{� N R Q C( E(Of)�N Property Owner's Mailing Address Site Address or CSM and Lot#: �OS'�1 1�1 O� �C�e✓t �'; �� � Lof j Grodt La.1t �'s �cs �v ��_ City State Zip Code Phone Number ❑Ciry ❑ Village dTown Nearest Road�q3Y6lv � t.c�ar l.c� 1 Sy�`f3 (Ynz ) 63`tJ �s5 LQ k e o r� 8 ro �; L �NewConstruction Use:� Residential/Numberofbedrooms 3 Codederiveddesignflowrate YSo GPD ReplaCement ❑ Public or ci or�ercian�—�ribe: Flood Plan elevation if applicable��ft. Parent material_�a�.0 � � a.$"1 �I�� ' General comments and recommendations: i � , ; S 5 -� �. Q�f.S r4.�, e �r 3 — �lS.S � Boring# �o�-�-h �Boring C�� P 9 ��a �r(��/ft. Pit Ground surface elev. 0 ft. De th to limitin factor in./elev. —� �..o� � �� 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 l 0 -8 ,S 3 Z — 6 -s r►11 w �.v�F� ,� l.(� Z �_ 3 q y 4 � S' e� �� l� (v E-� •� (. �. 34- (� << s y — r5 << k _ I„ �- :�i �, b '�s r i 3 -� � ° t'?"i�l v ❑ Boring# (L(.,� []Boring Z (�Pit Ground surface elev.47��ft. Depth to limiting factor �D.S in./elev��f.Ol�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 � 0 —� 7J� r 3 Z '— O -S Wl � W Z�� �. •�( I.� y � -3� << '+ y — rs �� « <c v�� .-1 (.�, 3 _ lf� `� s y — �-5 �� �� -- l��F- •—( t, fo �v c�Z Z -F ( v o rc.�s � n csT Name MERTON MAKI si9�ature ��^ � 224901 CST Number Address 10869N SMITH COURT Date Evaluation Conducted Telephone Number (715) 634-8719 HAYWARD, WI 54843 5 — 3 ` — ZZ 'Effluent#1 =BOD>30<_220 mg/L and TSS>30<_150 mg/L *Effluent#2=BOD,5 30 mg/L and TSS<_30 mg/L SBD-8330(R04/21) Page of , �Boring � $�•� � goring# s�v�(w �Pit Ground surface elev. Qg•�ft. Depth to limiting factor�D� 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 ( p-�S Z.S r 3z � — �S b -S M � lof'�. �� (.. � Z 5-�-`� �� s 3 - 5( Lw►sb�- n�vfr �� ��� �� l. b 3 2�{ _S �� 'E � �s p -s hn. I �� o(r� , �. � SS-!O Ss t� `� 3 S �� �, � ,`7 l.6 �- 3 � �D° r�,u Go ❑ 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 3 6� X ( b - �S � =- �Z So� s — 6�3 t,� r-e v, 6�t 3 zo = 3 Z �S = 3 3 = y c �,.� �zo-, -cL 't' �-t ¢� �.`-F f e� � _ -1 d' L o S.T L� U �� -� ,- e i,. ❑ Boring# ❑ Boring ❑ Pit Ground surface elev. ft. Depth to iimiting factor in./elev. ft. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1Ft2 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 o � ������ ( S�� �a- ��o ,.. � , Nos A�sEA JUN 0 2 2022 � �� �.�acVE�F p�RM,S sl�ti�t1�'�� .,�'U;�.;�, . {-•.- r" ZONlNG ADNItviS'i Fs,;;"�u,� pw v�ers ��4 l•- /�-� Lah � LC..0 5��r Co. B4ss �.Ql�e Tw� 1 D S6 l ►J O` B c►� l-�:�� pL�(_ P�►.� �- OD Z - Z�8 - bb — 030D I,�Q���.��, c�7 t 5`-E S�-t 3 .S' o �( 'C� �-1 o r.� R o 4 � �iOZ - 40Z - 63`i I Lo-� 3 3ro�� L�t•�e �s-Fa-�-�s S� b�l . S�od� L►'le. z��' � �s � � o � .. �z i o' ..,J b . 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' Garage has e 25'x 6'Concreate Apron ' Well to be>25'from Septic Tank 9.�46N BYOC�I L1Cle ' LP Gas to service Property unless Natural Is available Hayward WI. 54843 Tax Id:44454 2.15 Acres � a 358.82' Lot 3 Brodl Lane Estates �� ��` � � � � � � .._.._.. ..� � �� � � � ti�o� +��. + Wooded area � _ '�° ♦ . i � � ���� . � � ti �;� N ; � , 4 � �: � .:� 6i�i,,: ��....���r�na�aamr� '20�X'ZO' ■ N � �...�.«..e...... ...e�.d�aao... 95' C ' a �.: J j � � � � �,,q-. � � KEY: i �' Q ��r` . o c+� 210' ' � 0 Draln Field � � i'�' , 5A 3 � Septic Tank t� � ! � � � ' � � Trees:Aprox � 2v ♦ ` Locatlon ♦ r � � '� � C�rw�.wri•wld A ,p� """� I red Y � � `� 371'��� + .� '�' *' well � � � � ,� �.�. LPGas&Tank � � ♦ ` ••••••••••• Power Service G t � ky ,"`"� Excel Power � r �s, > � � �'�t S�'y'.` ���� ��a`'��� � �, 4 p ��' � �F,K• � � EXC9I POW9f POIB �i� � '� �. . - i ,, , _ _ � '. .�; r r: _. . .,.r� ..- .. . _. � . . . . � A . .:., . . .. - . � . � � _ I SAWYER COUNTY PLAT �,a�,,, BRODI LANE ESTATES SUBDIVISION ������a. ! lACA7ED IN PAR'f OP TF3E NORTHEA.4T QUA6TfR OF THE � ""'`+ � � S007H11ESf QUAR7E[2 ANU PARP OF T[�SOtR}�'.ASC QUARTER 0£ � THE SOU7'HWEST QUARTER.OF SEC77tlT1-4.-4B11RSH[P 40 NORTH, � � RANGE 9 IfEST.IN THE TO11N OF BASS IAKE.SA1fYEEi COUN7Y. I iISCONSIN.BEING ALL OF tAT 3 AND tAT 4 OF CERTIF[ED SURVEY =�° ! YAP No.B546 RECORDED IN VOLUYE 37 PAGSS 98-101 AS Fia . DOCWEN7'No.431673. �B�p�g g�� � sc�-ro-v �a , �� ��:s� r �=a ; CIPR1 fpF HPL � . i.ESSE 8.AIUM VPpfF53XIM�!�t5CON91 lNU 9.MfXR lFJS9+�R1iT:i1Mi w 1 1 . L �. 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