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HomeMy WebLinkAbout032-110-00-0300-CST-2022-154 „���, . 'Nisconsin Department of Safety and Professional Services i���������� . Division of Industry Services SOIL EVALUATION REPORT #�0�8 Page 1 of Z in accordance with SPS 385,Wis.Adm.Code Brown's Construction � County � Attach complete site plan on paper not less than 8'/2 x 11 inches in size. Plan must S2 ef include,but not limited to:vertical and horizontai reference point(BM),direction and -- ---- �- --- - -- 1 percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D. 032110000300 � Please print all information. ------- - - -- - Review By Date p l Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). � p � ' j a Property Owner Property Location ^ Chada, Quinn&Lori Govt.Lot 1/4, 1/4, S33,T39N, R5W (� - ---- -- _-- ---- -- _ -- _ -- ___ --- _ - -_._ — Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# � PO Box 186 3 Boulder Point On Lake Winter City State Zip Code Phone Number � City �Village � Town Nearest Road Winter WI 54896 Winter 5025N Clayton Rd ❑New Construction Use: � Residential/Number of bedrooms 2 Code derived design flow rate 300 __GPD �Replacement ❑ Public or commercial-Describe: - -- _- --- Parent material GlaCial Drift ��SS ���5� _.___ Flood plain elevation,if applicable __ NA ft. ---- -_ __.._ General comments y3 e � ��(gg and recommendations: 1 Boring# �Boring �Pit Ground surface elev. _103.2 ft. Depth to limiting factor >80 in. Soil Application Rate Horizon Depth Dominant Color Redox Description , Texture Structure Consisten Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. •Eff#t •Eff#2 1 I 0-7 7.5YR2.5/1 - Is 2fgr mvfr es 3f-c __ -+- - -__---- ---- -�----- -- -- ---- -- 2 7-26 7.5YR4/2 - � I �2msbk ' mvfr , gs 3m-c 0.6 0.8 - --- --� _ -- ___ -- --- - - - - - _ _ 3 26-80 7.5YR4/4 - � s sg ml - � lf ; 0.7 � 1.6 -___ - -- --- _ _ --- _ . - - - -- -- I - - - �Boring# ❑Boring --- �Pit Ground surface elev. 103.0 ft. Depth to limiting factor >80 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPDfft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. �EN#1 'Eff#2 1 0-7 7.5YR2.5/1 I - sil 2fgr mvfr es 3f-c i 0•6 0.8 _ .__ - _ - __ _ __ -- ------- - --9 - _ _ __ _I i i 2 7-19 ( 7.5YR4/3 - I 2fsbk mvfr s � 2f-c I 0.6 0.8 3 19-30 7.SYR4/3 - sil 2msbk mvfr gs if-m 0.6 0.8 4 30-80 7.5YR4/6 - s sg ml - - 0.7 1.6 � � - __ _ _- � _- - -- -- -- � -t--- i ; 'Efftuent#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 Exeland,WI 54835 7/14/2022 715 943 3988 , SBD-8330(R.04/15) Property Owne� Chada,Quinn&Lori _ __ parcellD# 032110000300__ ___ _ Page 2 of 2 �Boring 3 Boring# pit Ground surface elev. 104.2 ft. Depth to limitin factor >90 in. � ----- - ---- 9 -- Soil Application Rate Honzon i Depth ' Dominant Color Redox Description : Texture ; Strudure Consistence Boundary Roots GPD/ft2 in. � Munsell Qu.Sz.Cont.Color � � Gr.Sz.Sh. *Etf#1 'Eff#2 1 � 0-8 7.5YR2.5/1 - � sil 2fgr mvfr � cs 3f-c 0.6 0.8 - , - -- —� ___ � --- - - -�-- � i --- 2 I 8 25 � 7.5YR4/2 - sil � 2fsbk mvfr I gs 3f-c 0.6 0.8 - � __ _ -- ___ _ ---�- --� . — _ __ -- �_ _-- - — - �---- 3 25-32 7.SYR4/3 - I 2msbk mvfr ' gs 2f-m 0.6 0.8 4 32-45 7.5YR4/4 ; - sl 2msbk mfr gs lm 0.6 1.0 -- —i-_ � - - - — -- - --- 5 � 45-90 7.5YR4/6 ; - � s � sg ml � - - OJ 1.6 _ _ �_ �_ _ �- - —�— - - ---�--- � - --� � � � ; ; ❑Boring Boring# p� Ground surface elev. ft. Depth to limiting factor in. ❑ Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence�Boundary Roots GPD/ftZ ' in. � Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. •Ef�#1 •Eff#2 � I I ❑Boring Boring# Pit Ground surface elev. ft. Depth to limiting factor in. ❑ Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence'Boundary Roots GPD/ft= in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. I 'Eff#1 *Eff#2 i --�-- — -- — — � �(-., n�-?,;� , , =.. ` , . __:,1 *,_:: .-- -- ,--- E` --- AU � 3 2� � — - --- -- - - — _ __.._. __ _. , i __- _, i s�- r� 'Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L `Effluent#2=BODS<30 mg/L and TSS<30 mg/L �3�•::__S?...��-,--`i."'a-a...�..:..... ..... ��1-..�.._w __ _ __.... SBD-8330 (R.04/15) RCpt#N�Q,UJ y�prla..�-31�b� Brown'sConstruction �_ SITE PIAN SIZING INFORMATION QUINN AND LORI CHADA DAILY FLOW=300 GALLONS PO BOX 186 SOtLAPPLICATION RATE_.7 GPD/SQ.FT. WINTER,WI 54896 5025N CLAYTON RD �ORPTION AREA REQUIRED=429 S(l.Fl. ELEVATIONS BM=100.0',TOP OF MANHOLE COVER ON PUMP N TANK SCALE IN TESTED AREA:1"=40' B-1 =103.2' 6-2=103.0' B-3=1042' SYSTEM RANGE=100.45'-99.7' SYSTEM EL=99.8' S!T OUTLET=96_45' LENGTH FROM OF FORCE MAIN IS FROM PfT TO SYSTEM IS APPROXINIATELY 110'. IXISTING COMBINATfON P/L TANK DR.WAY BM HOUSE CLAYTON RD O WELL I I � I to?.•� a- I ,s.� �B-1 ( THISAREANOT �a3'O "` p \ I DRAWN TO SCALE ta`��. ..�, � ♦ i � � y i � &3 . ; 1 �� � CJ1 \ � l I ti t I ' �� ��� � � � � � 1- � \� � P/L � p B-2 1 � Soil ProFileSheet Owner. C��c� Soil Te,ster. �, '�j,�,,, r — h System Elevation: �4-� Load Rate: �•� System Rang_<:_ _ (�S I � � ......... ..... ........... .:.......... ......... �bY ..... , .......... _toy,a — . .���s.�' :: : � .... . ...... �a � .. .... , ...... ..... —��3,� ........... ...... .... � .......,.... � .... ... . .......... .. ........... . ......... .......... �� ......... � . �o� ... .. — fo�.o3�� . ... I ... ... ...... `/ _....... ...... ........... � . � ............ 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Real Estate Sawyer County Property Property Status• Current Listing ' Today's Date: 7/14/2022 Created On: 2/6/2007 7:55:54 AM Description Updated: l0/27/2021 Ownership Updated: l0/27/2021 _. ..__ __ . _ Tax ID: 32568 QUINN A & LORI A WINTER WI P�N, 57-032-2-39-05-33-515- CHADA ' 254-000300 Legacy PIN: 032110000300 Billing Address: Mailina Address: Map ID: -14.3 QUINN A & LORI A QUINN A & LORI A Municipality: (032) TOWN OF WINTER CHADA CHADA STR: 533 T39N R05W PO BOX 186 PO BOX 186 Description: BOULDER POINT ON LAKE W�NTER WI 54896 WINTER WI 54896 W I NTE R LOT 3 Recorded Site Address * indicates Private Road 2.300 ___ Acres: 5025N CLAYTON RD WINTER 54896 Lottery 0 Claims: Property Updated: 5/15/2020 First Dollar: Yes Assessment Zoning: (R-1) Residential One 2022 Assessment Detail ESN: Code Acres Land Imp. G1- 2.300 8,500 126,100 Tax Districts Updated: 2/6/2007 RESIDENTIAL ._ __ _ _ _ _ _ _ _. 1 State of Wisconsin 57 Sawyer County 2'Year 2021 2022 Change 032 Town of Winter Comparison 576615 Winter School District �and: 8,500 8,500 0.0% 001700 Technical College �mproved: 126,100 126,100 O.Oo% Total: 134,600 134,600 0.0/o Recorded Documents Updated: 5/31/2012 __ ._.__._. . _._ . _ _ _ Property History WARRANTY DEED _ _. _ _ . _ Date N/A Recorded: 5/22/2012 3�8822 COVENANTS Date 341699 Recorded: 9/20/2006 s �,,,,�.�-' � ' ,. �. '�' �'*ir � �,�y,,;� � �.<\i� .'` � �. i-^��,. .,. ,., �,<, �, r � rw,. r - .,g,� �:: r { ,�w `� ,� �e"�� "��• ��'. y�M r �. � i . � ��'�pr�-� � t � ' �; ��., ii_��'�5'h ����^�;}��' ,� � - � '-i�� �S I ����� �, k �f _'�.�"'M•� `��.�� - - Z..��,o � � �� 1 �`��. �rA �.S ,'�. �"C`�S� �, 3 ,:, � � 4j'�:``-.-��rY ��� k �`.t �+i,+� �i-� , `x.�` �� .G���-`t`V�Z ',_- SW/ �.'.�,,.�,-..e3y : T�,��'�'� . _ S � r=l�`...^�I' , t {� 'a.. ��. ��*k . . . 4 �� . . '... 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