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HomeMy WebLinkAbout014-942-36-2304-CST-2023-204 Wisconsin Department of Safety and Professional Services Disision of Industry Services SOIL EVALUATION REPORT #3837 Page 1 of 3 in accordance with SPS 385,Wis.Adm.Code Keith Stoner CST �1 Attach complete site pian on paper not less than 8'/z x 11 inches in size. Pian must County � 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. ol�(- �'{�- .�(o- ��0�/ 57-014-2-42-09-36-2 03-000-000040 � Please print a/l information. — — — — — - - — — Y.� Reviewed � Date � Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). � �� g �� � Property Owner Property Location ����,���- � Todd Trudeau . t SW 1/4, NW 1/4, S36, T42N, R9W - — -- _— _ _- — _ - _ — Property Owner's Mailing Address Lot#Block#Subd.Name or CSM# l 830 Alta Vista Ter I — � �� — — — - -- —_ __ _ -- -- — _ _ — .— —_— _. _ _ City State Zip Code Phone Number City Village x Town Nearest Road Davie � FL 33325 , 954-529-5637 Lenroot i �-15052W Twin Bay Lane New Construction Use: ,,� Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD _ __ '� Replacement Public or commercial-Describe: Parent material LOamy Aliuvium over Stratified Sandy Outwash _ __ Flood plain elevation,if applicable _ NA f�. Generai comments Propose a 8 x 33'mound�ispersal cell located along the 95.40'contour with a system elevation=96.40'. Upslope mound contour and recommendations: staked onsite. Wel�relocation required. ❑Boring# Boring . X'pit Ground surface elev. 93.81 ft. Depth to limiting factor 24 in. Soil Application Rate Horizon I Depth Dominant Color Redox Description Texture j Structure Consistenc Boundary Roots ,__GPD/ft2 in. Munsell Qu.Sz.Cont.Color � Gr.Sz.Sh. ' 'Eff#1 'Eff#2 1 0-4 7.5YR3/2 , - sl 2msbk mvfr es 3f-m 0.6 1.0 2 4-10 ! 7.5YR3/4 - I sl ' 2f-msbk mvfr I gs � 2f-m I 0.6 , 1.0 — — .�_ — __ _— i _ --- I ---- ..__—_—--i- - 3 ' 10-24 �; SYR4/3 - ; Is Osg ml gs 2f-m OJ 1.6 4 �24-37 , -- -- - 5YR4/4—� f2d5YR5/8 s� lmsbk �-mvfr gs 2f-m � 0.4 OJ ' —r--- _ -�- - - � --fi-- _ _____E __ _-- —� — -_ _--____� __ __, — — 5 37-4� 5YR4/4 � c2d5YR5/8 sl lmsbk/m mfi gs lf 0.2 � 0.6 6 40-65 j 2.5YR4/4 - gr Is Osg ml - - OJ � 1.6 ; j � , ❑Boring# Boring ,�Pit Ground surface elev. 93.16 ft. Depth to limiting factor 32 in. Soil Application Rate Horizon I Depth ', Dominant Color Redox Description � Te�ure I 5tructure Consistenc Boundary Roots � GPD/ft2 __ in. Munsell Qu.Sz.Cont.Color , Gr.Sz.Sh. �Eff#1 'Eff#2 1 ; 0-4 I 7.5YR3/2 L - sl 2msbk mvfr , cs 3f-co , 0.6 1.0 Z � 4-11 7.5YR3/4 I _ � sl ! 2f-msbk mvfr i gs j 3f-co � 0.6 I� 1.0 3 11 25 I 5YR4/3 - � Is I Osg — ml ' gs I 2f-m ' OJ ! 1.6 _ _ � __ — --- - -- - --- 4 25-32 5YR4/4 - sl lmsbk � mvfr� gs if-m � 0.4 OJ � �- + — � _— ._ . , - — 5 32-40 5YR4/4 f2d5YR5/8 � sl lmsbk/m mfi gs lf ;, 0.2 � 0.6 � �. ' ---� — � _ - -_ I —_, � - , �-- 6 , 40-52 2.5YR4/4 � - gr Is_� Osg I ml I - � - i OJ 1.6 . — — .— _--- ----I- �- - �___—__— _ 'Effluent#1 =BOD >30<220 mg/L and TSS>30< 1150 mg/L 'Effiuent#2=BOD <30 mg/L and TSS<30 mg/L 5 5 CST Name(Please Print) Signature: CST Number Keith Stoner 224059 _ _ _ _ _ _— _—_—. _ _ . _ _-__—_ ----- - - _ __ Address Keith Stoner CST ate Evaluation Conducted Telephone Number 23220 Wood Creek Rd Siren,WI 54872 9/5/2023 715-566-0900 S BU-8370(R.07/I 3) hQ R�r:1N�i�u�l'�Fi ISS�JE OF P�F�Ntf'� Property Owner Todd Trudeau_ _ _ Parcel ID# 57-014-2-42-09-36-2 03-000-�'t'i'_�`I G Page _2_of 3 Boring � Boring# �pit Ground surface elev. 96.86 ft. Depth to limiting factor 32 in. � - - - Soil Application Rate Horizon i Depth i Dominant Color � Redox Description Texture ' Structure IConsistence Boundary Roots ' GPDfft2 � in. Munsell ' Qu.Sz.Cont.Color Gr.Sz.Sh. •Effai �Eff#2 1 0-3 7.5YR3/2 - sl 2msbk mvfr es 3f-m 0.6 , 1.0 -�--_-_� _ _. --!- '- - --_ _- . _� !_ 2 I 3-8 j 7.5YR3/4 - ;' sl 2f-msbk mvfr i gs � 3f-co I 0.6 1.0_ - }--- --� - ' �-- -- 3 � 8-22 I 5YR4/3 - I Is I Os �-� - �— ' g gs _ 2f-m OJ 1.6 -I_ �- --____ __:_ - �_ __- �_ _ __ � �- _ _-__ � . __ ; - Densely 4 � 22-32 , 5YR4/4 compacted__ I srs i Osg ml i gs 1f i OJ , 1.6 5 I 32-50 ', 5YR4/4 I c2d5YR5/8 srs ! Osg ml � - I 1f � OJ ! 1.6 - - --� - � � � - !- _ _ -_ __ - ___.- � - . _!_ , __ _ _ __ _ - - -- - Note-side slope appears to have been cut in the past. Boring Boring# pit 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 j Qu.Sz.Cont.Color ; Gr.Sz.Sh. i I � � 'Eff#i REff#2 _ _ _ ' _-- --_ _ __I _ ; . -- - __ I - - . _.. __ __ _ i . - j __ _. _ � ' -__ _ -- , _ _ -- - _-_ __ _ -- -- - --- � ----- ----- , _- Boring Boring# Pit Ground surface elev. __ __ ft. Depth to limiting factor in. - - - Soil Application Rate Horizon I Depth j Dominant Color � Redox Description Texture Structure Consistence Boundary i Roots ! GPD/ft2 in. ' Munsell � Qu.Sz.Cont.Color ' Gr.Sz.Sh. i � 'Eff#�i�Eff#2 , , � ; ; _ - _ - . - - -- . -- __ _ ; _ _ . : __ _ . 1 - ; _�_ . _ __ I � i ' _ ; - � - - —' _: -_ . _ _ . _ __ _. __ -- '- _ _ - -_ _ _ _ : _ _ � . - -_ �- - -- __ �� C> � 2���� ������ ��i� riz3 'Effluent#1 =BOD >30<220 mg/L and TSS>30< 150 mg/L 'Effluen #2�=8, • �3�6L�ai?c�TSS<30� /L 5 -__�:_.`---�----- �9 � Date 1� �g.��� - ��=�,� t�OV 0 8 2023 � . �hk# �.� �: - `�_. :�- �i�;=� .� :-_._..... SB0.8330Tes[(R.07/13) "" "" � . � .G Kelth Stoner CST f, �� 'Z�(o� ZUiV�tiVG tiUMii�,�:,�:.. � i'e��ii` �--.a.o Soil Test Site Plan PaK�3�f3 For:Todd Trudeau Parcel in the SW1/4 - NW1/4 Sec. 36 T42N-R9W Lenroot Tnsp. - Sawyer County OHWM=Approx. Nelson Lake 88.00 ft. o ao ao �� GrnpWc 3oe1e (Feet) 1 inch = 40 tt Three Bedroom BM#2 =Bottom of Siding S.W. House Structure Corner Elev =88.94' Note: Existing well to be properly #2 abandoned prior to the installation of the BM sanitary system. � W E L L Existing Huffcutt Concrete � e 90.3 � 1600/1400 92.00' Combination Tank 93.DO' `� �' �. � a Wooded Edge �S/ Site is Open w/3 `�� 11% �.is' P;z small pine. ��s�" > � � � BM Lot Iron 97.00� 95.40' Shed P/L �.57 Acre Parcel Culvert � � � Wetland Pocket � Elev. = 93.66' Elevation Data B#1 = 93.81' B#2 = 93.16' B#3 = 96.86' Top of P.0 Cover = 89.66' Pump Pad Elev.= 80.16' � BM= Top of Red 1.5" Iron Pipe -� HRP=Same ���j� � Sept. Sth, 2023 7 ASSUMED ELEV. = 100.00' Keith E. Stoner CST#224059 � =Backhoe Pit 11/8/23, 11:12 AM Reai Property Listing Page Real EStdt2 Sawyer County Property Listing Property Status: Current Today's Date: 11/8/2023 Created On: 2/6/2007 7:55:32 AM -� �'Description Updated: 2/19/2018 '� Ownership Updated: 4/25/2022 __._,_.----------- -_ ------------__ _ _ ___--- Tax ID: 18836 )ODI L THANNUM DAVIE FL PIN: 57-014-2-42-09-36-2 03-000-000040 TODD A TRUDEAU DAVIE FL Legacy PIN: 014942362304 Map ID: .7.4 Billing Address: Mailing Address: Municipality: (014)TOWN OF LENROOT ]ODI L THANNUM JODI L THANNUM STR: 536 T42N R09W 830 ALTA VISTA TER 830 ALTA VISTA TER Description: PRT SWNW DAVIE FL 33325 DAVIE FL 33325 Recorded Acres: 0.570 Calculated Acres: 0.542 � Site Address * indicates Private Road _ __- - Lottery Claims: 0 15052W TWIN BAY LN * HAYWARD 54843 First Dollar: Yes Waterbody: Nelson Lake �..� Property Assessment Updated: 5/17/2023 Zoning: (RRl)Residential/Recreational One 2023 Assessment Detail ESN: 400 Code Acres Land Imp. G 1-RESIDENTIAL 0.570 105,000 120,100 � Tax Districts Updated: 2/6/2007 __ __ _ _ _ _ ___._ 1 State of Wisconsin 2-Year Comparison 2022 2023 Change 57 Sawyer County Land: 105,000 105,000 0.0% 014 Town of lenroot Improved: 77,200 120,100 55.6% 572478 Hayward Community School District Total: 182,200 225,100 23.5% 001700 Technical College a� Recorded Documents Updated: 4/25/2022 �'t� Property History _- ------ __ --_ ___ _ _ _ WARRANTY DEED N/A Date Recorded: 4/5/2022 438462 MAP OF SURVEY Date Recorded: 12/15/2017 36429-15 WARRANTY DEED Date Recorded: 10/il/2017 409176 PERSONAL REPRESENTATIVES DEED Date Recorded: l0/7/2004 325659 https:/Itas.sawyercountygov.org/system/frames.asp?uname=Eric+Wellauer 1/1 1;�'r � 'r ` ''�. - 4'� �. Y �'�I� � . �, � $ie^. �;. .�•�'! ��' y' ( �"� ������ �F_ �9' ' _ � Ttt. . -� 1w,yk �'. 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