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HomeMy WebLinkAbout024-741-06-3108-CST-2022-090 � r � �������� Pa � of _l � �� Wisconsin Department of Safety and Professional Services ge —j � Division of Industry Services �.=p= ," SOIL EVALUATION REPORT � - In accordance with SPS 385,Wis.Adm.Code Counry ► Attach`complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must include, ��W �r G 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. O a�-/-7�/ 1- '3 I O Q Please print all informatio�. Revie ed by Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). 6 ��' Property Owner Property Location � � A,nc�cew +� �c'i'�'�+nc G�Aaa�� Govt.Lot E�/a� SW %. S O(o T �^I1 N R U'1 E(or) W Property Owne�s Mailing Address . SRe Address or CSM and Lot#: � I a O(o'-/ W I (,o0'y 1r�d',a� 1�; 11 �r La+ a GsM���3��,►� -a�3 1-� � Ic�re{-h (Zc� City State Zip Code Phone Number ❑City ❑ Village � Town Nearest Road (�c-o.�}cr�. w= s3Ua'i � > ,N.d L�a k e I-� : 1�►re�h � � NewConstruction Use:� Residential/Numberofbedrooms �l � � Code derived designflow rate 9U0 GPD �Replacement ❑ Public orf ommercial-Describe: Flood Plan elevation'rf applicable N�A ft. Parent material C�laG�a 1 "r�I/ /b���s�'1 a�S.� General comments and recommendations: c- 7NG f10� on t �` �'W6 �0�� CU�� ❑ ❑Boring � Boring# �p�t Ground surface elev.93•7S ft. Depth to limiting factor�1 O, 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 o- ► YR�I� 1 a -t�- �, o.c, �. o a G'I$ `if R y �"' S� �+sb K v4 c- �� C. � •b �4 i 8•sl� i a�,R y 1 « ... �e.� � .... x � �s —. � y • 0, �• YR`I y — c5 n� 1 — o.7 1 •(o c-; �,1 �nc1u ;or+s c�a y x �e u�1 S �-p �� �Boring � Boring# �pit Ground surface elev Qy� ft. Depth to limiting factor��v 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 4 0-5 vR31� — JR► o.G � .o � - 4 YRy/3 — c�• C. �•v v �� 3 Y yl4 e �eie be le� 1 <- w — — y _ � T.5-�rA y� -- — o •� t. r:z.� 3 4� a� ;����s o� � c- a x a.sYli p CST Name(Please Print) Signature CST Number i� K.� c- .l� a G 6� Address Dat Evaluation ond ed Telephone Number `�OSN ��Rorcd a� /-�C w,�ra�sy a�r3 0�ii Y i 7 -S58�by'y� *Effluent#1 =BOD>30 s 220 mg/L and TSS>30 s 150 mg/L •Effluent#2=BOD,<_30 mg/L and TSS<_30 mglL NO REFUNDS AFTEl9 SBD-8330(R04/21) C�.�'11�J �ol- I dL I) �SSUE OF PEAMIT � Page � of ❑ �Boring 3 Boring# �Pit Ground surface elev.qlo�dll't. Depth to limiting factor�_in.!elev. — ft. � Soil Application Rate Horizon Depth Dominant Cotor Redox Description Texture Structure Consistence Boundary Roots GPDlFtZ In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. *EH#1 *Eff#2 1 O- YR3I', �Psbl� .n��- O. �. � b-�'7 l p`t f�y 1 ) a..• �L r.v�e- o.[. 1 . O 3 I�- 3 1 O'fR N � 5 c"s�o X M��c .� O. G 1 . O �� y 3.5-H a 10'rR`� y u neia bcfa�.� � �nabK *�+�t` �Fn. 'r — S ti -��e 7•�yay/ — rs �.1 — 1� � •� I .c. o��2w� N 45 SGI i�t�v3 w►5 S "��c�.:.. Ia�c" 1� c�.5`tR /o re o,�c RooF ��� ❑ 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 }o v o:l �b � �. c,�' �- ro as e� o.S' I I a � na �"s ti+end d ❑ 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. *EH#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 �� D �(�` ` �� �� ; ; JUN 2 0 2022=�=`" -� --__,� SAWYER GGi��!`.±��'ti ZONENG ADMlNI:,TRr:f�vN ; _ ScA�F= i :so n� ��,�.e f���=-- o �o �s �o ao GL�°'' /�� 1a06�1 W ��Idrc+l�Rd M /�r E'/a, Sw'�4 /�� Le+a csM#ay38 �.i� p.aG3 Sco.04 i T'1i W� Ro7 W // TOt�aN OF �jOVND f.Al<E /�/ SAWYER Go�.�Ty � �f�,s / / Pel. Va4-?HI-Ob 3iv3 y�•*i�� �� / 1�``` � � / � �� --'% 43. � ,,j g� v�s°�.�t,-`� 3� 9y, o. / O' y�P�• � ��� . � � � a� ♦���s�(4 9�.64. NOa�- O� \ 9Q.,,. �,b:� �� pp.c� �1'�=Ka:\wl o ra�[.c'�bL�o�n , �L.�°� in 14�'rw:n maf�le W�>> 1 a ELEVAT IONS �3� 5°� 3M 1 o O.00 �{ Q� 93.75 F� G-^'t� 'La 94.0o FE U 1 ' �33 9c..00 FE � � LqKE 79.8 3 ft � A / y V n� 'f'• �1T �� ��� � � cs;�aa� g ��` �G i�v/a� � �� �'. P�qe3a�' y SOIL PROFILE SHEET OWNER: (�ncic�o� + 1��.}k� G�+,dall SOILTESTER: �w.e�a A S�KcK¢IS �� ,�tx. P9J SYSTEM ELEVATION: LOAD RATE: O.5/I.O SYSTEM RANGE: _to q'7 D' �a a 3 -- - 9� — -- °�c. .00 95 --- -- — --- �y G4. 00 ---- 93.�5 -- -- — -- --- - 93 - -- 93,0� -- --- - -- -- - � .�, �,���. -- 4 �.�5 winaox °IJ — -- 9a.00 -- -- ga.00y >4F?- -- — � iot ;nc� • -- — -- — �n s:iv w�,iay, � Sa1lncl. 5erl � I w/ �cderi ----- 90.75 14�'{ -- -- �' ;�c,+v -- --- qo.SO � >tiff -- -- S�•� � -- -- ��5i� Se•I 90 -- -- 89 . v 3 Sy��.-� 2i9 -- — ��e.,o.+�o„ -- -- -- — -- - �Z°"� °" -- --- -- -- 88 -- -- -- -- _8 8.33 87 ---- J F T -- -- ----- IN SiZU -- -- -- --- -- -- ,50��, - -- - -- 8� -- -- - - - - 8S -- -- - 85.33 - -- ��S�S— — --- 8y.S3 -- -- C6sa-b.-aP'�� -- -- -- -- (3et�.aF P;E� -- --- -- --- -- -- — -- S� 83 -- --- -- - Page�of�f 6/21/22, 1:58 PM Wisconsin Legislature: Chapter SPS 385 SPS 385.30 Soil profile description and interpretations. ��� GENERAL. (a) A soil profile description shall be prepared for each soil profile excavation constructed. (b) Soil profile descriptions shall be written in accordance with the descriptive procedures, terminology and interpretations found in Chapter 3 of the Soil Sarrve�� Mm�ual, USDA, October, 1993, except where modified by, or in conflict with, thi; chapter. (c) A soil profile description to substantiate soil application rates shall include at least all of the following morphological information for eacli soil horizon or layer: 1. Thickness in inches or decimal feet. 2. Munsell soil color notation. 3. Soil mottle or redoximorphic feature color, abundance, size and contrast. 4. United States Department of Agriculturc, USDA, soil textural class with rock fragment modifiers. 5. Soil structure grade, size and shape. 6. Soil consistence. 7. Root abundance and size. 8. Soil boundary. 9. Occurrence of saturated soil, groundwater, bedrock or disturbed soil. (d) A soil profile description to substantiate soil characteristics other than for application rates shall include the information specified in par. (c) l. to 4. and 9. �Z� SOiL iNTERPRETATIONS. (a) Redoximorphic features or mottles shall bc interpreted as zones of seasonal or periodic soil saturation or groundwater, except as provided under sub. (3). (b) Unless otherwise determined under s. SPS 385.60, the highest elevation of seasonal soil saturation shall be the ground surface where redoximorphic features are present within 4 inches of any of the following: 1. An A horizon that extends to the ground surface. 2. The lower boundary of overlying fill material where no buried A horizon exists. 3. An A horizon buried by overlying fill material. �3� SOIL COLOR PATTERN EXEMPTIONS. (a) Without filing a report under s. SPS 385.60 (2), a certified soil tester may discount the following conditions, not limited by enumeration, as indicators of seasonally saturated soil: L Fossilized soil color patterns fornled by historic periodic soil saturation. 2. A soil profile where redoximorphic features are confined within 12 inches of tension saturated silt loam or finer textured soil immediately overlying unsaturated coarse sandy loam or coarser textured soil that has a depth in the coarser material adequate to accommodate a distribution cell and dispersal zone. 3. A soil profile where redoximorphic features are confined withii�4 inches of tension saturated silt loam or finer textur )soil immediately overlying unsaturated coarse loamy sand or coarser textured soil that has a depth in the coarser material adequate to accommodate a distribution cell and dispersal zone. 4. Residual sandstone colors. 5. Unevenly weathered glacially dcposited material, glacially deposited material naturally gray in color, or concretionaty material in various stages of deEomposition. 6. Deposits of lime. 7. Light colored silt or fine sand coatings on soil ped surfaces. (b) Without filing a report under s. SPS 385.60 (2) for a specific site, the department may accept the results of soil saturation determinations or of the hydrograph procedure under s. SPS 385.60 previously conducted for areas adjacent to the site, provided that the soil profile descriptions and interpretations confirms that the soil and site conditions are similar for thf specific site and the adjacent areas. (4) SoiL coLOR pnTTFRr rtEPORTs. The certitied soil tester shall report and describe any soil color pattern exemptions encountered. 6/21/22, 1:58 PM Wisconsin Legislature: Chapter SPS 385 (5) DETEx�vrrtvATiotv RrC�uESTs. A certified soil tester may request assistance by the governmental unit or department staff in evaluating the signiticance of unusual soil color patterns as indicators of soil saturation that may not indicate saturated soi conditions. The governmental unit or department may dccline to provide such assistance, and defer to the use of soil saturation determinations pursuant to s. SPS 385.60 oc-somc othcr method. Aistory:Cr.Register,Api•il,2000,No.532,etf.7-1-00;CR 02-129:r.and recr.(2)(b)and(3)(a)2.and 3.Register January 2004 No.577,efti. 2-1-04;CR 07-100:ain.(5)Register Septeinber 2008 No.633,eff. 10-1-08;con-ecrion in(2)(b)(inh�o.),(3)(a)(inri-o.),(b),(5)made under s. 13.92(4)(b)7.,Stats.,Register December 201 I No.672. https://docs.legis.wisconsin.gov/code/admin_code/sps/safety_and_buildings_and_environmenU380_387/385 2/2 � ��a �` �" a ';i b re � jri' +��!. r ::k ������' �`����, � k'� i.-�, .t _;:�i �9,�a�" �t`�'. i � < 1b � L�'� X���. �',r z ���, ,. �.1 �� �> ��� ��� �".�y,,,� .��� . 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'�'r'-�'�71 I �,'.. � � t �' sH �• ,�''''�.�,�xr -k� x a �t�. � t�1�1-$} 4�t�l� ~, ,1x`��� 1 Y r �F � �`� ,. -Ki��t�f ,.� ' �e��� y ��,'�t +��/I�7�S ��°,�'� li��`�?�}!��1,I '' �� � f �',S !� ►'v 1 M � � ';*-�' 4^�;Y�� „�`�qc� .��r���� ;y.� �',�ti ��y{f�����611�� ���\e�a+y�` � ;+ � ? �� t��l�' f � � ��t's `a � �,yr.,IA" �a r;��� �-,.p/ +�4���'� � \ 7`'�.,��, � _'`! � - 'D-`'�,1 � �'�"'� L� .�'.�J A �y T- '�. �41 � -� n�1lt �`�1. 1'. p1`.Y.^'l{ry -7� � Y �.� .{�i � �4�N 4 `�'� 17�e �A;. �`� r a�' �Y A '.�fii� H'3 �� , �;� :.,.�._ a:.n � �:x� � �� •�, q ,° 6/22/22,7:40 AM Real Property Listing Page Real Estate Sawyer County Property Listing Property5tatus: Current Today's Date: 6/22/2022 Created On: 2/6/2007 7:55:41 AM �Description Updated: 4/4/2022 � Ownership Updated: 4/4/2022 TaxID: 24897 ANDREW W&BRITTNEY L GRADALL GRAFTON WI PIN: 57-024-2-41-07-06-3 01-000-000030 Legacy PIN: 024743063103 Billing Address: Mailing Address: Map ID: .9.3 ANDREW W&BRITTNEY l ANDREW W&BRITTNEY l Murncipality: (024)TOWN OF ROUND LAKE GRADALL GRADALL STR: S06 T41N R07W 1607 INDIAN HILL DR 1607 INDIAN HILL DR GRAFTON W153024 GRAFTON WI53024 Destription: PRT El/2 SW LOT 2 CSM 11/263 #2436 Rewrded Acres: 2.110 m Calculated Acres: 2.244 r Site Address * indicates Private Road Lottery Claims: 0 12064W HILDRETH RD HAYWARD 54843 First Dollar: Yes Waterbody: McClaine Lake U Property Assessment Updated: 7/16/2019 Zoning: (RRl) Residential/Recreational One 2022 Assessment Detail ESN: 404 Code Acres Land Imp. G1-RESIDENTIAL 2.110 147,400 163,900 �� Tax Districts Updated: 2/6/2007 1 State of Wisconsin Z-Year Compariwn 2021 2022 Change 57 Sawyer County Land: 147,400 147,400 0.0% 024 Town of Round Lake Improved: 163,900 163,900 0.0% 572478 Hayward Community School District Total: 311,300 311,300 0.0°/o O01100 Te�hnical College .�� Recorded Documentr Updated: 2/1/2022 �'Property History WARRANTY DEED � N/A . . . .. � .. Date Recorded: 1/7/2022 436970 WARRANTY DEED Date Recorded: 2/19/2008 351876 CERTIFIED SURVEY MAP Date Recorded: 8/22/1986 201428 ht[ps://tassawyercountygov.orglsyslem/frames.asp?uname=Eric+Wellauer ���