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HomeMy WebLinkAbout008-937-11-3206-CST-2022-085 �������� � � � WisGonsin Department of Safety and Professional Services ° Division of Indust Services � �r�'�� ry SOIL EVALUATION REPORT ��o� � Page 1 of 3 � in accordance with SPS 385,Wis.Adm.Code Keith Stoner CST � County � Attach complete site plan on paper not less than 8Yz 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. Parcel I.D. Oo -�3�]'��"�Uro--- 57-008-2-37-09-11-3 02-000-000060 � P/ease p�int all information. --- ---- -- � Reviewed B Date Personal infortnatio�you provide may be used tor secondary purposes(Privacy Law,s.15.04(1)(m)). ' �, 6I� � Property Owner Property Loca6on C� c Clint Crowley Govt.Lot 1 S�. Q -�- NW 1/4, SW 1/4, S11,T37N, R9W - - -__-- Property Owner's Mailing Address Lot�# Block# Subd.Name or CSM# 166 320th Street 2 j CSM#8097 Vol.34 Pg.62 City State Zip Code Phone Number C' Villa e ❑ �Y ❑ g � Town Nearest Road #,'�66W Wilson WI 54027 , 715-781-4862 Edgewater Whisper Trail �New Construc6on Use: � Residential/Number of bedrooms __ 2 Code derived design flow rate 300 GPD ❑Replacement ❑ Public or commercial-Describe: Parent material Loamy Allumvium underlain by Sandy Outwash Flood plai�elevation,'rf applicable � ft. General comments Propose a 7 x 65'mound dispersal cell located along the 95.00'contour with a system elevation=95.50'. Upslope contour staked and recommendations: onsite. ��� 1 Boring# �Boring �Pit Ground surface elev. 92.79 ft. Depth to limiting factor 18 in. Soil Application Rate Horizon Depth Dominant Cotor Redox Description Texture Structure Consisten Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. �Etin� �Eff#2 1 0-5 7.5YR2.5/1 - sil 2fsbk mvfr cs 3f-co 0.6 0.8 2 5-16 7.5YR4/2 - sil 2msbk mvfr gs 3f-co 0.6 0.8 3 16-18 7.5YR4/3 - sil 1-2msbk mfr gs 2f-m 0.4 0.6 4 1&24 7.5YR4/3 c2d5YR5/8 sil lmsbk mfr gs lf-m 0.4 0.6 5 24-49 7.5YR4/3 c2d5YR5/8 � sl imsbk ; mvFr gs lf 0.4 0.7 --- --- --- _ 6 49-69 7 5YR4/3 c2d5YR5/8 gr srs Osg � ml - - OJ 1.6 -- ---�---_ - ------- --�- __-_ _---- � #6- 1/2"bands of sl lamellae 7/5YR4/4 2 eoring# ❑Boring �Pit Ground surface elev. 91.95 ft. Depth to limiting factor >66 in. Soil Application Rate Horizon Depth I Dominant Color Redox Description I Texture li Structure �Consistence�Boundary Roots �_ GPD/ft2 in. � Munse4l Qu.Sz.Cont.Color Gc Sz.Sh. ' •Ee#i •Effuz 1 0-6 7.5YR2.5/1 - sil 2fsbk mvfr es 3f-co 0.6 0.8 2 6-14 7.5YR4/2 - sil 1-2msbk mvfr gs 3f-co 0.4 0.6 3 1420 7.5YR4/3 - sil 1-2msbk mfr gs 2f-m 0.4 0.6 4 20�4 7.5YR4/4 - gr sl imsbk mfr ' gs if 0.4 OJ - --_-__-- - - - 5 44-66 7.5YR4/4 - gr srs Osg i ml - , - , OJ 1.6 - - ---'- _- - __ _ _ � --- --- ---�-__._�_ _ #6-1/2"bands of sl lamellae 7.5YR4/3 "Effluent#1 =BOD 5>30<220 mg/L and TSS>30<150 mg/L ', ffluent#2=BODS 430 mg/L and TSS z30 mg/L CST Name(Please Print) Signature: CST Number Keith Stoner ,�j 224059 ___ -- - -- -- - - ----- Address Keith Stoner CST ' Date Evaluation Conducted Telephone Number 23220 Wood Creek Rd Siren,WI 54872 5/20/2022 715-566-0900 SBD-8330(R07A 3) NO REFUNDS AFTER ISSUE OF PEAMI"f � Property Owner Cl�nt Crowley Parcel ID # 57-008-2-37-09-11-3 02-000-OOt.�CY.C� Page 2 of 3 ❑ Boring a BOring # � P�t Ground surface elev. 96.38 ft. Depth to limiting factor 23 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Shucture Consistence Boundary Roots GPD/ft2 Iin. I Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. �E8#1 'Efflt2 1 0-8 7.5YR2.5/1 - sil 2fsbk mvfr es 3f-co 0.6 0.8 ----_—__ 2 8-16 7.5YR4/2 - sil 2msbk mvfr gs 3f-co 0.6 0.8 +-- 3 � 16-23 7.5YR4J4 - sid 2msbk mfl gs 1f-m 0.4 0.6 4 23-55 7.5YR4/4 c2d5YR5/8 gr sr I5 Osg ml - - 0.7 1.6 #4 - frequent 1 - 5" bands of sil 7.5YR4/3 ❑ Boring Boring # � P� Ground surface elev. _ __ _ ft. Depth to limiting factor �� - Soil Application Rate Horizon ! Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz --__--.__.___— I in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. � �Eftai I •Eff#2 —- — -------- � — i � I — ❑ Boring Boring # p�t Ground surface elev. ft. Depth to limiting factor ��, � 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. �Etf#i •Etta2 ( — — — ---- ;-- -- — - -- — -- --� -- — ---- ` �-�Zl3 f Za�Z �� �. L � � �`�45 ( ' Effluent#1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L _ S < 30 mglL n ;, I��� f ' _'i ' "'_ � : •'_1 �� ��.. : � 7 _ ; ' j , f .. ' _ \; ? . �l ��_ �u� � � ��22 �. SB0.83307'ew(R.07/13) �_�.._T__.`._� ; K���� `•. �i ,;�..-+ � �v�t �, -r•,l _ i -� v�`R,Y'�b i LI't �l I$Jlt i , �OfviNG ADMlNIS i RF11';or� ' , Page 3 of 3 Knuteson Lake Soil Test Site Plan O�M= �tio For: Clint Crowley �6s.00' 4�'r Ridge to Lot 2 of Csm# 8097 Vol. 34 Pg. 62 Lakeshore part of Gov. Lot 6 Sec. 10 + NW-SW Sec. 11 Sec. 11 T37N-R19W Town of Edgewater -Sawyer County Proposed Tank Location Surface Grade=92.10' 0 2o ao Gmphic 3cnle (Feet) 1 inch = 40 tt B1riJ BM#3 =Nail in Wooded Temporary Power Panel r Elev. = 77.00' o � r o Sloping Wooded Site � 0 q�o p / q,�0 / �2 9�� 95.00' 16% / �Q, IS% � � B#3 B#' ' Existing 95.00' Shed � BMl Elevation Data BM#2 = Top of T-Post B#1 =92.79' on W.P/L B#2=91.95' Elev. =96.92' BMZ �O� B#3 =96.38' Proposed Tank Grade=�92.10' � BM=Nail w/Pink Ribbon in Base of l5" DBH Basswood Tr e � HRP=Same 1.17Acres ASSUMED ELEV.= 100.00' ���,� �L, 5-20-22 ' =Backhoe Pit Keith E.Stoner CST#224059 � 75 f�. to Whisper Trai - . 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'�.- z 'rw� ? . �r `� �.�:, "3'.:. �`��,5. `� �" �,_ : �.. < �. �a� _ � �� � �� , �� � � v"1,£9 t' ,�- f` $�a� . :rp ��� - .` 1 ���. -:tr�� } d► ' � ti . �� �,�5' � . .t 7`-, 2� fF �{��ti }s�� �,� a.�,��,��.._� � - °�' P`:l'.S C�ia Y'-. ���.' 4 -r;y �y_z 'o�i"!d."� I � l "5F�T { -t ; � ,. *�������� ;a . �' ��� ,� fti�� , ` xr""' : _ �a,�'•' Q � " '''4�1E.*_, " � '-'��- -` x_ `. �=,`y;* 6/17122, 10:44 AM Real Property Lisling Page Redl EStdte Sawyer County Property Listing PropertyStatus: Current Today's Date: 6/17/2022 Created On: 3/8/2016 3:00:08 PM �Description Updated: 7/29/2020 � Ownership Updated: 7/12/2021 . __--. ._--- Tax ID: 42278 CLINT J&ANNIKA L CROWLEY � WILSON WI PIN: 57-008-2-37-09-11-3 02-000-000060 Legacy PIN: 008937113206 Billing Address: Mailing Address: Map ID: CLINT J&ANNIKA L CLINT]&ANNIKA L Municipality: (008)TOWN OF EDGEWATER CROWLEY CROWLEY STR: Sll T37N R09W 166 320TH ST 166 320TH ST WILSON W154027 WILSON WI54027 Description: PRT GOVT LOT 6 SEC 10, PRT GOVT LOT 1 &PRT NWSW SEC 11 LOT 2 CSM 34/62 #8097 � Site Address * indicates Private Road Recorded Acres: 1.173 15266W WHISPER TRL * BIRCHWOOD 54817 Calculated Acres: 1.144 Lottery Claims: 0 '�J Property Assessment Updated: 6/28/2021 First Dollar: No � � �� - �� Waterbody: Knuteson Lake Z022 Assessment Detail Zoning: (RRl)Residential/Recreational One Code Acres Land Imp. ESN: 430 G1-RESIDENTIAL 1.173 53,100 D 2-Year Compariwn 2021 2022 Change •� Tax Districts Updated: 3/8/2016 Land: 53,100 53,100 0.0% 1�� State of Wisconsin Improved: 0 0 0.0°/a 57 SawyerCounty Total: 53,100 53,100 0.0% 008 Town of Edgewater 650441 Birchwood School District 001700 Technical College �property History Parent Properties Tax ID �+ Rewrded Documents Updated: 7/12/2021 57-0084-37-09-i1-3 02-000-000040 42276 WARRANTY DEED Date Recorded: 7/9/2021 433170 CERTIFIED SURVEY MAP Date Recorded: 11/25/2015 398825 QUIT CLAIM DEED Date Recorded: 7/26/2002 301978 HISTORY O Expand All History White=Current Parcels Pink=Retired Pa2els O Tax ID: 8344 Pin: 57-008-2-37-09-11-3 02-000-000030 Leg. Pin: 008937113203 Map ID: .10.3 �Tax ID: 8334 Pin: 57-008-2-37-09-10-5 OS-006-000100 Leg. Pin: 008937105610 Map ID: :6.10 �Tax ID: 42276 Pin: 57-008-2-37-09-11-3 02-000-000040 Leg. Pin: 008937113204 42275 This Parcel Parentr Children https://tas.sawyercounrygov.org/systemltrames.asp?uname=Eric+�n/ellauer ���