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HomeMy WebLinkAbout016-637-16-1101-CST-2023-083 � VVisconsin Department of Safety and Professional Services Division of Industry Seroices SOIL EVALUATION REPORT #�o2s Page 1 of in accordance with SPS 385,Wis.Adm.Code Brown's Construction ^ Counry � 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. Parcel I.D. 016637161101 Please print all information. -- ---- - - _ ---__.__ __ �J Review�� Date � Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). � ( � , Properry Owner Property Location � Dupey, David G�-tet NE1/4, NE1/4, S16,T37N, R6W ca�j --- -- - - _ - -- - _ - _- - __ _ _ __------ - -_ _ Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# �;J 1613N State Hwy 27 NA NA NA --__ __-- -- __ _-- __ _ _ City State Zip Code Phone Number � City �Village � Town Nearest Road Exeland WI , 54835 715 943 2006 Meadowbrook State Hwy 27 ❑New Construction Use: � Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD __ - _ _ ._ �Replacement ❑ Public or commercial-Describe: NA Parent material GlaCialfluvial deposits- 192A __ ___ Flood plain elevatfon,if applicable NA ft. General comments and recommendations: 1 Boring# ❑Boring �Pit Ground surface elev. 97.4 _ ft. Depth to limiting factor 12 in. Soil Application Rate Horizon ' Depth Dominant Color �, Redox DescripUon ; Texture '� Structure ,Consistenca Boundary Roots ; GPD/ftZ in. I, Munsell I Qu.Sz.Cont.Color ! ' Gr.Sz.Sh. I �•Eff#t 'Eff#2 1 0-7 � 7.5YR2.5/2 - I sil 2mgr � mvfr ; cs � 3f-c 0.6 0.8 --- � - _ - _ __ ___ _ _; � - _ �_ - � . _ �- _-�--- _- - _ �-- � - ; sil , 2fsbk ; mvfr gs I 3f-c i 0.6 0.8 3 2 30 � � �- - � , .4/NP -- � __ � -- � �' -�-- --_-, , - r r -, - - � 7.5YR5/3 � m2d 7.5YR5/8 � sil ; lmsbk � mfr � if � ; .6/NP -- I__ fi_ _ _�_ ___ _ --- _ - � �_ -�---- ; �-- �-- i ' ; � � ___ --- I - - --'�- -- � -- : _ � � � � � - �-- ---- -- - --- � -�-- _ ---+ -- --- --_ __ --- - � ' ' ( �—- __ _—! _ ___� _ �- _ �_--- -- �- �------ --- _ , i i �i , , ❑Borin # �Boring Z 9 . . � Pit Ground surface elev. _ 98.6 ft. Depth to limiting factor 12 in. Soil Application Rate Horizon � Depth ; Dominant Color i Redox Description i Texture ; Structure ,Consistenc�Boundary i Roots � _GPD/ftZ in. ! Munsell � Qu.Sz.Cont.Color � Gr.Sz.Sh. ' � �Eff#i 'Eff#2 � , � _ ',� _�' --- �� 1 0 4 I 7.5YR2.5/1 _ __ - t sil � 2fsbk + mvfr I s I 3f-c � 0.6 � 0.8 — �_ �_ __--+ --- __ Z �� 4 12 ; 7.5YR4/3 i , 9 � � 0 6 0.8 ---._ _ _._ __ � } - --__j — - _ - - - ---- 3 12 28 �I 7.5YR5/3�m2d 7.5YR5/8 , sil li imsbk � mfr - � if j 4/NP .6/NP _� , --_ _ __ _—� _ __ _ - - - -- - -- - -_ —r r— -- . I_ .. ' :. I i i i � � ---_._--I ----..�__ __.____ ..__-__ . � � � � .. - —.. __.—, --- -_.._ �_._}- --- �--i--.. _�-._ --- — - � i _ .___ .. ._.__ ____. I ___._----__._ .__._.-- --- I _. I � �-- i I i j � ' � , � � __ -- _ __ --�---_ � - : __ � _ __ _ - __ �_ _ � � I i i , - �i i � I "Effluent#1 =BODS>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 6/2/2023 715 943 2988 SBD-8330(R.04/15) �S.�1.! �-3� � �3�y � Property Owner Dupey, David Parcel ID# 016637161101 ___ Page_2 of _, � ❑Boring 3 Boring# �P� Ground surface elev. 98•6 ft. Depth to limiting factor 17 in. Soil Application Rate Horizon Depth � Dominant Color I Redox Description Texture Structure Consistence Boundary Roots GPD/ft� in. �, Munsell i Qu.Sz.Cont.Color Gr.Sz.Sh. � 'Eff#� •Eff#2 1 , 0 5 ; 7.5YR2.5/2 - '� sil 2mgr mvfr I cs 3f-c I 0.6 0.8 _ -- _ -- _ -- - -- ____ _- -- - - _ ----- - 2 5-17 i 7.5YR4/3 - sil � 2fsbk mvfr gs 3f-c � 0.6 0.8 � - — � __—.._ l_ __ l --- ----- . _ - _ }—--- 3 17-35 7.5YR5/3 m2d 7.5YR5/8 sil i imsbk mfr gs 1f ; .4/NP .6/NP _—_. . ---.. __-- - _.___- - _ _ __ __-- -- 4 35-42 5YR4/4 c2d 5YR5/8 _ sl imsbk mvfr - - � .4/NP 7/NP _ - - - -- -- �--- -- � - � _ - �----- � ❑Boring Boring# �Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon ; Depth Dominant Color i Redox Description Texture i Structure Consistencei Boundary i Roots � GPDfft2 � in. Munsell Qu.Sz.Cont.Color � Gr.Sz Sh. j •Efttt� 'Eff#2 I � - -- - ---- �_ _ _ -f_--- ------ �- -- _ --- 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/ft2 ' in. Munsell , Qu.Sz.Cont.Color � Gc Sz.Sh. •Eff#1 'Eff#2 � i � �, � - -t -- _- _ ___� _____ __ j � I __-- - _.-_ __ _. -- - - ----__ - � � - � - -_I _ _ � - ----__ _ _ ___--- __ ----- _ ------ � j j � *Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<30 mg/L and TSS<30 mg/L �ate���,�.<t.��3 _._.,�_._. �.hk#..��3�___ SBD-8330 (R.04/15) Brown`s�on�s�fiuC��on" - I�Cpt#a���_ ______.�. ____ . , _ -- _ —, . � Property Owner Dupey, David __ Parce��D#_016637161101_ _ _ Page 2 of ❑Boring -__ � Boring# ',�Pit Ground surface elev 98.6 ft. Dep4h to limiting factor 17 in. ---- ;Soil Appiicatio�Rate Horizon j' Depth ' Dominant Cobr ', Redox Description ' Texture Struc2ure Consistence Boundary Roots ' GPD/ft' -- in. Munseli Qu.Sz.Cont.Cobr Gc Sz Sh. `Eff#� �Eff#2 1 0-5 j 7.5YR2.5/2 - sil Zmgr mvfr � cs 3f-c 0.6 0.8 2 5-17 ' 7.5YR4J3 - sil 2fsbk mvfr gs 3f-c 0.6 0.8 , ___. _ -----_ �-- _ ------ - - __ __ ._ -- --._ __ 3 17-35 � 7.5YR5J3 , m2d 7.5YR5/8 i sil i ims(ak mfr gs lf : .4/NF .6JNP ; � . --- ------ ----- -- , ------ - _ _- - - _--__ 4 ' 35-42 5YR4/4 ', c2d 5YR5/8 i sl lmsbk mvfr - - .4JNP ' .7/NP ___ ; . ___----; -- __ _.__ � , r---- ---__ ---t-- ; � --.. , � ; � I � ; , _ '---- , �_ _ .. ..__.._.- � i_ _ ._.. Y__._____—_ t __ ..... __.. —'___.__ ., ._._ � � ' i , , 1 ; ; � � ; z -----__r --- _ i _---. _.._.._--i---�— ---- - - --- , �_-----...� - ' -- � ' ' ❑Boring Boring# �`�Prt Ground surface elev. ft. Depth to limding factor �n_ - --- Soii Appiication Rate Horizon Depth Dominant Color ' Redox Description Texture Strudure Consistertce Boundary Roots GPD/ft' � -- ___ in. Munseii , Qu.Sz.Cont.Color Gr.Sz.Sh. tEff�E1 j `EfF#2 i __ <__ , _--- '-- _ _. __-- �------- _ -----------_---- -- i � i . i � � � -,�, _.. ._I ._.._..--�----- .i f '�-- --'r--_—�._._�.- -�--'--T— —..---- i i � 1 C � i � _._ � __�_ j —�__--- � �----�---t----+-- � .-- , � : -i---�-- ____. , , : , � , _._ _._- ---_.__- �__- ' ` --- ___ � I � ' � � i � , < < : , } C � — ---__... . -- — �_-- �. —�---+— — I t---- i ; ----- ---- � i � ❑ Bonng# �--�Boring �Pi: Ground surface elev. ___ft. Depth to iimiting factor in. �Soi!Application Ratel Horizon Depth i Qominant Cobr ; Redox Description Texture , Structure Consistence,Boundary Roots i GPD/R� - --- in. Munsetl ' Qu.Sz Cont.Cobr ' Gr.Sz.Sh. ' �Effni ; -Eff#2 j ' ' Ii , ___ --�---- --- _ __- --- ----- ---_ _- --- �-- ---- -- -1--- � � . � i � , � -- � � � _- - , � _. } __ _- - s . ____--t--- � � � � � � _—�t_ - - � ' -_--_. ...._.._.. �� .i ---�--_.— . _ . .....__--7--- _--- -"- ---- t i � � � � � � � i � I '_ �; _ 1--�—--- _ 1-- � -�- � ...__ _ ---� -T _..__�— _..__. _-' . --_ _ ; I � � � i , ` ; , � j � I I I : ...__._ ..c _.T ' .- —--�. � � , � ----j--_—�-- -�—.._ �- ---_.._._ � ( � � � i ' . ___ _ __-__ ; -___ ' ' : ' � --— _ i `Effiuent#1=BOD�>30<220 mg/L and TSS>30<'150 mg/� 'Effluent#2=BODS<30 mg/L and TSS<30 mg/L � ����� \�/ � Bro�vn's ConsGixtwn SBU-8330 IR.04/15� D LJ r—r �u� � 2 Zo23 ��ny"��'"�_� COlJNTY ZON�NG H�il�1;i�(STRATION PROJECT QESIGN FLOW=450 GPD DAVfQ AND JANICE DUPEY 5lTE IS CURRENTLY BEING SERVEO WITH A 3,000 GAL H/T. THE H/T 1613N STATE HWY 27 W1LL BE CONVERTED TOA SEPTIC TANKAND CONNECTED TOA EXELAND,WI 54835 PUMP TANK. � NE,NE,S16,T37N,R6W SIGNED: ,(lc , ..._ TOWN OF MEADOWBROOK MPRS � � j N SCALE: 1"=40' 0 !O tA 30 l�C WOODED AREA YARD PROPOSED 96.6' 97.6' gg.g' PUMP TANK . 1 1 1/2"DIA. HOUSE FORCE MAIN -� .� B-2 ` O WELL B-1 ❑: EXfSTlNG 3,000 GAL.H/T {WILL 8E CONVERTED TO A SEPTIC TANK) : MOUND g_3 #1613N ❑ 4",� : WORK � DR.WAY .� • � B� SHOP . � � 1 EIEVATIONS � BM=100.0',NAIL IN 18"DIA.MAPLE TREE. , ST HWY 27 , B-1 =97.4' � B-2=98.6' B-3=98.6' I SURFAGE AT PUMP TANK=98.8' PUMP DEPTH=98_8'-2'-3.5'=93.3' HOLDING TANK fS APPROXIMATELY 5'- 6'ABOVE PUMP TANK. UPSLOPE CONTOUR OF MOUND DISPERSALAREA=98.3' TOTAL MOUND DIMENSIONS=24'x 70' DISPERSAL CELLS=6.5'x 50' i � i� 7/19/23,8:01 AM Real Property Lis�ing Page R2dI EStdte Sawyer County Property Listing PropertyStatus: Current Today's Date:7/19/2023 Created On:2/6/2007 7:55:32 AM ,i �'Description Updated:10/30/2007 �Ownership Updated:2/6/2007 Tax ID: 19112 DAVID J&IANICE K DUPEY EXELAND WI PIN: 57-016-2-37-06-16-1 01-000-000010 Legacy PIN: 016637161101 Bi�ling Address: Mailing Address: Map ID: .1.1 DAVID l&JANICE K DUPEY DAVID]&JANICE K DUPEY Municipality: (016)TOWN OF MEADOWBROOK 1613N STATE HWY 27 1613N STATE HWY 27 STR: 516 T37N R06W EXELAND WI54635-4122 EXELAND WI54835-4122 Description: PRT NENE Recorded Acres: 35.970 �Site Address *indicates Private Road Calculated Acres: 35.195 1613N STATE HWY 27 EXELAND 54835 Lottery Claims: 1 First Dollar: Yes J property Assessment Updated:7/8/2015 Zoning: (F-1)Forestry One 2023 Assessment Detail ESN: 440 Code Acres Land Imp. Gl-RESIDENTIAL 1.000 5,000 162,900 ��Tax Districts Updated:2/6/2007 GS-UNDEVELOPED 10.000 2,300 0 1 State of Wisconsin G6-PRODUCTNE FOREST 24.970 29,700 0 57 Sawyer County 016 Town of Meadowbrook 2-Year Comparison 2022 2023 Change 576615 Winter School District Land: 37,000 37,000 0.0% 001700 Technical College Improved: 182,900 182,900 0.0% Total: 219,900 219,900 0.0% + Recorded Documentr Updated:7/18/2014 WARRANTY DEED Date Recorded:9/2/1992 230844 492/267 ��Property History N/A https:Utassawyercountygov.orglsystem/fremes.asp?uname=Eric+Wellaver 1l1 R ��i4i __ ,�.} " at-�. { e+g..� S �`�iY.fi. -a-�- �_. � �� _ � "4' s a,y � i., J �e�i'.w .+.�q�v �,sT�'n�"`��..-. �� � *n y�' L �. �..cf.Y ' ��- h..,� z � . . .�.. "'fi C � " C . ! _��r�` s �.r.y �'f'i✓cY+u V '���`��e���t � e'.� . �„��f '�`qj,`, Y `A � �. ' a�•"�'x �- � �6�r g �} '�°a ,y,�e�.; � z. L � � ..�...h�'�t^`-� ;� �i �,_,"�_�ssae-+ff^ -��5:h�^�-��. 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