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111-838-12-2104-CST-2022-183
' Wisconsin Department of Safety and Professionai Services ���� Division of Industry Services SOIL EVALUATION REPORT ���� #�o2t Page 1 of �- in accordance with SPS 385,Wis.Adm.Code Brown's Construction County Attach complete site plan on paper not less than 8'/z x 11 inches in size. Plan must Sawyer � include,but not limited to:vertical and horizontal reference point(BM),direction and � percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcei I.D. 111838122104 .� Please print all information. - -- .-- - --- -- Review By � Dat Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). ' � �6 a n , '�..J Property Owner Property Location � Malecha,Arnold Govt.�ot NE 1/4, NW1/4, S12,T38N, R8W � - - -- -- - - - - - -- _ -- - -_ Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# PO Box 26 NA NA NA _ -- _ -- _-_ -- -- -------- - - -- � City State Zip Code Phone Number � City �Village � Town Nearest Road � Couderay WI 54828 � Couderay � Highway 27/70 ❑New Construction Use: � Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD �Repiacement ❑ lic or commercial-Describe: NA Parent material GlaCial Outwash 1826 ___ Flood plain elevation,if applicable NA ft. General comments and recommendations: 1 Boring# ❑Boring �Pit Ground surface elev. 96.75 ft. Depth to limiting factor >88 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure �Consistencd Boundary Roots � GPD/ftZ in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. � � f • Eff#1 'EfF#2 1 I 0-5 7.5YR3/3 � - sil 2msbk I mfr es �3f-m 0.6 0.8 _ _ _--- _ _ __- - -- - -- --- _-f ----- _- 2 5-18 7.5YR4/3 � - sil 2msbk I mfr es 2f 0.6 0.8 _ -- _- - _- _ -- - 3 18-30 7.5YR4/4 - grls sg ml gs 1f 0.7 1.6 _ _- - --- - -- 4 30-60 7.5YR4/4 - grs sg ml gs - 0.7 1.6 - - ---- -- --- -- - � 5 60-88 7.SYR3/4 - s sg ml - - 0.7 I 1.6 - -- ---- - - -r--- -- _--- _--_ __----- - - - --�--_ -_ ❑Boring# ❑Boring �Pit Ground surface elev. 97.0 ft. Depth to limiting factor >90 in. Soil Application Rate Horizon Depth , Dominant Color I Redox Description ! Texture Structure Consisten Boundary : Roots GPDfft2 i in. Munsell Qu.Sz.Cont.Cobr Gr.Sz.Sh. ; •Eff#1 'Eff#2 1 0-5 7.5YR3J3 � - sil 2fsbk mvfr es 3f-c 0.6 0.8 2 5-22 7.5YR4/3 - sil 2fsbk mvfr es 2f 0.6 0.8 3 22-35 7.SYR4/4 - grls sg ml gs if 0.7 1.6 4 35-72 7.5YR4/4 - grs sg ml � , , gs I - OJ ; 1.6 - - -I-- _ - . � 5 � 72-90 7.5YR3/4 _ 5 -f___ . _ -�-- + --- sg ml - � - OJ � 1.6 _- ----- ---� � , -- _ -- --- ; ; t � _ I � -- __-- --- _-- - ---- � -- _- -----�I- -- . -.____ - � ' *Effluent#1 =BOD 5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<30 mg/L and TSS<30 mg/L CST Name(Please Print) Signature: CST Number Kurt Brown ���� 224281 ___- --- - - _ --- - - - ---- - - Address Brown's Construction Date Evaluation Conducted Telephone Number W10487 Old Murry Rd Exetand,WI 54835 9/9/2022 715 943 2988 NO REFUNDS AFTER SBO-8330(R.04/15) S�nJ �.a - aS8) IS�,,UE OF P�RMtT � Property Owner Malecha,Amold_ _ Parcel ID# 111838122104 Page 2 of � _ ❑Boring 3 Boring# p�t Ground surface elev. _ 96.5 ft. Depth to limiting factor >84 in. � -- Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure �Consistence Boundary� Roots GPD/ft2 � — in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. `Efr#� •Eff#z 1 0-7 7.5YR3/3 - sil 2fsbk � mvfr ' 3f-c � 0.6 i 0.8 -- __ - - -- -_ ___ _ -- -_ _._ _-_ _— - � a - - i , _ �_ F--_- { �-_ - �---_ 2 7-20 ' 7.5YR4/3 - I sil � 2fsbk � mvfr �a � 2f I 0.6 0.8 — --- - -___ ----- — T _ 3 20-30 7.5YR4/4 - grls sg ml gs if 0.7 � 1.6 4 30-60 7.5YR4/4 - grs sg ml gs - 0.7 1.6 t - ---- - —_ —__ - - -- , -- 5 60-84 7.5YR3/4 � - ; s i sg � ml - = OJ � 1.6 _ _ -- _ _ - - -__- �_ _ __--_ -�- _-- ' � � � i I ! I � ; i ❑Boring Boring# Pit Ground surFace elev. ft. Depth to limiting factor ��. ❑ Soil Application Rate Horizon , Depth Dominant Color , Redox Description � Texture I Structure Consistencel Boundary� Roots GPD/ft2 in. Munseli Qu.Sz.Cont.Color � Gr.Sz.Sh. ! `Efi#� •Efi#2 I ! ❑Boring Boring# Pit Ground surface elev. ___ ft. Depth to limiting factor i�, ❑ --- Soii Appiication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. i •Efi#� *Eff#2 � � � I I ---- -- ---- ---- -— --- __-- - -- - r — — ---- --- i � �� � *Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L 'Effiuent#2=BOD <30 mg/L and TSS<30 m /L - - - �ate.�.�.��r�.[��-�-�" � ����� .-��-�, -�� D Chk� � ��`� SEP 1 6 2022 SBD-8330 (R.04/15) �31,�59 Brown's ConsYruction ?:"�'��._N GKJ �`-�ar�cL � SAWYER COUNTY/ ZONlNG ADMiN1�TRATION PROJECT DESIGN PLOW RATE=450 GPD SOILAPPLICATION RATE_.7 GPD/SQ.F7. ARNOLDAND PHYLLIS MALECHA ABSORPTION AREA REQUIRED=643 SQ.FT. PO BOX 26 COUDERAY,W154825 NO RECORDS ON EXISTING SYSTEM WERE RECORDED. VILLAGE OF COUDERAY a NE,NW,S12,T38N,RSW SIGNED: /�'�,�� 12332W STATE HWY 27f70 � N &2 SCALE:'I"=50• 97.0' ❑ �--i ❑ &1 96.75' ❑ �3 96.5' n GARAGE • `\BM 0 WELL HOUSE EXISTING STEEL S!f ELEVATIONS BM=100.0'NAIL WIRED RIBBON IN WALNUT TREE DR.WAY B-1=96.75' &2=97.0' B-3=96.5' #12332V11 S/T W LET=9525 � SYSTEM EL.RANGE=94.7'-92.5' SITE IS LEVEL nwr z�no 4 � Soil Profile Sheet Owner: �; r ;; !� `^+ �n� �' s{: '� Soil Tester: ��� . '' � r �.,,, r sa� ' F,,. � System Elevation: �5' Load Rate: . 7 System Range: 9y� � , to 9�.5 � � _ I�o � � ,�1-� Fj - �, �� �� `�" �'��t� ' _ _ - - �7-°� , r e _ � � _ � '•-R - - - - - .. -- _ _ _ _ ",�F. �' . _ ,.,,,�. . • � �'� • r� � J ' • ' �' `'•� ' ' . , • 6 �� �� --- 9 s.2� , ,-.,� - _ _ _ _.. d _. q S• � 7' - _ _ _. _ _ _ -- -_ .� --�- ��f, g y� a�fF- . `? , �7 7 . a� � � ( t� �^ ' ^ — - - — — - - - — ''�'��.�' - - - - - - - - - - � �rC•� � � � �^ r ,,: ;�. - p � ; „� . � r � � �3, ��� + � ."� � ' r�t P 3 �P l� P � �t0 -�-• S`l.�1�'- __ _ - - - - - - -- g q, S � - - - - - - _ _ __ ..e �� �; - �a S? � �� �� Soi ( �eav� bo-t-f-o rh a � b o�r i � g� �.�a� • �'t„�('�� a',.��t�'�c ��R`f"2.Y` D►r r�'� cdX � 2 a-F r��� ��e�e �� b �erve . 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' Real Estate Sawyer County Property Property Status: Current Listing Today's Date: 9/8/2022 Created On: 2/6/2007 7:56:01 AM Description Updated: l2/11/2018 Ownership Updated: ll/22/2011 _ �,_ ___ _ _ Tax ID: 36766 ARNOLD F & COUDERAY WI P�N. 57-111-2-38-08-12-2 O1- PHYLLIS 5 000-000040 MALECHA Legacy PIN: 111838122104 Map ID: .5.4 Billina Address: Mailina Address: (111) VILLAGE OF ARNOLD F & ARNOLD F & Municipality: COUDERAY PHYLLIS S PHYLLIS S STR: S12 T38N R08W MALECHA MALECHA PO BOX 26 PO BOX 26 Description: PRT NENW COUDERAY WI COUDERAY WI Recorded 1.300 54828 54828 Acres: Lottery 1 Site Address * indicates Private Road Claims: 12332W STATE HWY COUDERAY First Dollar: Yes 2���0 54828 Zoning: (N/A) No Zoning ESN: 437 Property Assessment Updated: 3/18/2021 Tax Districts Updated: 2/6/2007 2022 Assessment Detail 1 State of Wisconsin Code Acres Land Imp. 57 Sawyer County G1- 111 Village of Couderay RESIDENTIAL 1•300 7,700 91,200 576615 Winter School District 001700 Technical College 2-Year 2021 2022 Change Comparison Recorded Land: 7,700 7,700 0.0% Documents Updated: 7/28/2008 �mproved: 91,2Q0 91,200 0.0% _ _ WARRANTY DEED Total: 98,900 98,900 0.0% Date 168467 303/369 Recorded: 1/29/1979 Property History N/A _ _ � i . /