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Home My WebLink About040-1173-80-000 (4) i nF��_I D Cyr-gdal631 e tot FEB 24 giOIL E ALUATION REPO IB2065 \_/' : Profession l. Safe anes in accordance with Comm 85,Wis.Adm.C^' I Pu SchmittPage Soi of Testing,Inc. "4," 0 County Attach complete site plan on sin size. Plan must St.Croix 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. Pin*I.D. 040-1173-80-000 Please print all information. R e M wed I Personal information you provide may be used for secondary purposes(Privacy Law,s 15 04(1)(m)) [ N �J'47L ( l 4D, �Z/2- Property Owner Property Location L '7� r ( // Wemlund, Brent(seller)Horeager(buyer) Govt.Lot NE1/4, NW1/4, S24,T28N,R2OW Property Owner's Mailing Address Lott Block t Subd.Name or GSM. 290 Cove Rd 7 St.Croix Cove City State Zip Code Phone Number City Visage '•t Town Nearest Road Hudson i WI 1 54016 i 612-961-2161 Todd Troy I Cove Rd El New Constniction Use: H Residential/Number of bedrooms 4 Code derived design flow rate 600 GPO ❑Replacement ❑ Public or commercial-Describe: Parent material Outwash(Plainfield loamy sand) Flood plain elevation,if applicable OHWM 82.91 ft. General comments Area is suitable for a conventional system with a 0.7 gpolsgft rate. See page 3 for trench elevations. Slope of area is 7%. and recommendations: / 4 BOfalp t . Boring �'V` 'i'7� z Ap it es .l Pit Ground surface elev. 97.65 ft. Depth to limiting factor 98+ 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. Van TIM2 1 0-15 10yr4/3 FILL sl lmsbk mfr as ------ 0,4 0.7 2 15-24 10yr5/6 FILL s Osg ml as -- 0.7 1.6 3 24-41 10yr5/6 none 911s Osg ml gw — 0.7 1.6 4 41-98 10yr6/4 none grs 0sg ml — -- 0.7 1.6 i 1 5 Boring t T Boring - Pit Ground surface elev. 100.10 ft. Depth to limiting factor 97+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/ft' in. Munsell Qu.Sz.Cont.Color Gr.Sz. Sh. 'Ent 'Eni2 1 0-18 10yr3/3 none sl 2mgr mvfr as 2m,2vf 0.6 1.0 2 18-32 10yr5/6 none grls Osg ml ascs 2m,2vf 0.7 1.6 3 32-97 10yr6/4 none grs 0sg ml — -- 0.7 1.6 1- . 1 . •Effluent#1 =BOD 5>30<220 mg/L and TSS>30< 150 mg/L •Effluent#2=BOD5<30 mg/L and TSS<30 mg/L CST Name(Please Print) Signature / CST Number Thomas J. Schmitt /� 227429 Address Schmitt Soil Testing,Inc fff Date Evaluation Conducted Telephone Number 159572nd St New Richmond,WI 54017 11/9/2020 715-760-1978 sac-txwetareo) • • I . • property Owner Wemlund,8rent(seller) Parcel ID# 040-1173-80-000 Pape 2 of 7 l Boring . 6 Boring# l Pit Ground surface elev. 100.75 rt. Depth to limiting factor 98+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/R' In. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'E##1 'Elf= 1 0-9 10yr3/3 none sl 2mgr mvfr as ----- 0.6 1.0 2 9-21 10yr4/4 none sl 2msbk mvfr gw — 0.6 1.0 3 21-34 10yr5/6 none grls Osg ml es — 0.7 1.6 4 34-98 10yr6/4 none grs Osg ml ---- — 0.7 1.6 • • Boring Boring# Pit Ground surface elev. -______ ft Depth to limiting factor in. Soil Application Rate Horizon Depth 1. Dominant Color ' Redox Description Texture Structure Consistence Boundary Roots GPDAP in. Munsell Qu.Sz. Cont.Color Gr Sz. Sh 'EIM1 'EfIS2 --1 — - - — ---- • • Boring Boring# Pit Ground surface elev. E. Depth to limiting factor n. Soil Application Rats Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary` Roots GM/ft' in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Ertf1 'WW2 Effluent#1 =BOD5>30<220 mg/L and TSS>30<_150 mg/L 'Effluent#2=BODS<30 mg/L and TSS<30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format,please contact the department at 608-266-31 5 1 or TTY 608-264-8777. SBa373O tR 07,001 Winn Sal T.kw.Inc. • Page3of 7 C) to o o I. a a c § K �(pp .n.. a N a a e1i N 7.4 a + N o 0 0 .; -1 C • „ Z '5 FF �,�s m +ayae —iz-or' =NW �n m O mpo c CDa 6—I O 0 .17, O .O. ON N Oz O Z � 7 a) m fo x z �< A aC � ' 0 0 x 7 N�C7 O O _ 00 a g IV V cD CO 0lia 1 3 d �o CO Yi ati a g oo a r -. f ' r2o I 0 o y 0 ■■e.1a� 0 y w CU 3t1 b° 5" s ; a ng 0It - - N + O 7 2 1 8i $ a S v° 7. $ m CD z c ' g - $Q. 3a 1. J 1 • . I ; vi era TI • IJ / ~ • • •� Ci 7. to a • C i co ag ; „ • aI i •. ems. / N u Ni� NJ i 4..'1 ei O \\4444,44,00.6.......2.,.:: ..0. I N •0 • n O m A 0 o 8 A ii Se sp c n II )7.g --x-- z 0 lei 8 cc • ,_ Pa'e4of7 fir, trc H____-— -/ . i -- • e l �_-• _ . r `ors I.11411110'N / •••• l i "It . m. -T-� _ 1 • ; 1 ._ . - 1 , • 1j �LI, l Ns __ __��-�._ �... J I NORTH COVE •71 i • \1 f - y lit • - --'. & +-x ' • 1 Ml m ' \ lk. 4. r 1 qq • r /, $.• i '''?i\a'' N. FYI y ` f - t, w i � \ t y liiAnI ❑11: o N ` -I ~ 1.A p a!: u1LIuu1uuuI1uIt ' i o \, Wisconsin Department of Commerce SOIL EVALUATION REPORT Division of Safety and Buildings Page 5 °f in accordance with Comm 85,Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 Inches In size.Plan must sty$/ ' /2 x I dude,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D./ {fin percent slope,scale or dimensions,north wow,and location and distance to nearest road. O/D r'4/73—424 --ev t/y� Please print all Information. Reviewed by Date Persons!information you wowda may be uesd for secondary purposes(Privacy L.ww,. tS.04 Ili Im1). I Properly Owner Property Location 0( F. (vc 7.,✓L.4 Q Govt.Lot 1/4 1/4 S,F)/T t?N R ZO E(orf/W') Property Owner's(1MNWhp Addreu Lots Block Or Su Ni bd. °or CW1/I Gty /� SState p ods Phone Number 0 City 0 Village 'Sawn Nepest Road ieZ ii(NovConstrucflon Use tesidentlal/Number of bedrooms 3 Code derived desKtiovi rate U GPD ❑Replacement ❑ Public o`i'commercial-Describe: // - - ____ _ ___ � Parent motional V LA*/.L.,C.t/J Y Flood Plain elevation If applicable /1/1 T ft. General comments and reoon n,ndalbns: System Type (Q n/ (• 1 + System Elevation T til;oring Baing l/l7 M It Ground stxfaa slev.{_[ r ft. Depthto limiting factorin. rid A Plaallon Rate, Horizon Depth Dominant Color Redox Description Texture Sbuclure Consistence Boundary Roots 4PGlli! In. Muneel Ou.Sz. Cont.Color Gr.Sz.Sh. 'E1p11 'ERN2 I a -8 ,der- J I... S/ Q,rig,- /79 1'�_' .,.. . ' 70 7- g-1/C /off/`j _ 5 cOs Ali,4 Na - 7 A h 1 Boring O Ong /y > Plt Ground surface Nev. ( �r L-ft. Depth to Iknwng factor /!'�� In. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Il In. Munson Clu.Sz. Cont.Color Or.Sz.Sh. 'Effort 'Ef1Nf2 1 0-( Z /Ap-- /Ze- - s , ,•rr, i'c- C 5- t O Z 11-26 /U /. 7`7, S ,nsb�-- /'h 3 a6-i"c /5 r�/A Os� �/ !,N/r ,7 ,4p 'Effluent N1 •BOO.>30<220 mp/L and TSS>30<150 •( •Effluent ft2 I,BCD.c 30 myl end TSS 130 mp/L CST Name (Please Print) - .r • - CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evplu�nsonducted Telephone Number 1432 120th St, Now Richmond, WI 5401 /4 1( 715-246-4516 K/160* 7,S-7S'( 'No S3 Property Owner_ Parcel ID N Page 6 of 7 Z Boring N ❑ Boring ✓ ®.Pit Ground suhce elw./(T ! r jh. Depth to limiting factor J V In. Horizon Depth Dominant Color Redox Desulpdon Texture Structure Consistence Boundary Roots GPM In. Munsel Ou.Sz. Cont.Color Or.Sz.Sh. •Eff#1 •ERN2 0-11--_,JO ,2)1 7-- 5/ `(n , m Q 3--- e. • 4 0 3 X-11 o 1bY /(. S o 1 m I n/1,¢ N lit- • --1 (. i° Boring N 0 Bang ❑ PIt Ground surface*kw. ft. Depth to limiting factor in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots OPDMf In. Muwl Ou.Sz. Cont.Color Gr.Sz.Sh. 'EJINt 'Ef1N2 - Boring N ❑ Boring ❑ PIt Ground surface elev. ft. Deplh lo limiting factor in. Sol Appliance Rate Horizon •leplh Dominant Color Redox Deealpeon. Texture Structure Coalface Boundary Rods OPO/te m. Munson Ou.Sz. Cont.Color Or.Sz.Sh. 'E0INt 'ElfI2 •Effluent N1 -BODE>30<220 mgf and TSS>30<150 mgA. 'Effluent N2•DOD,<<30 mg&and TSS_30 nil. The Department of Commerce is an equal opportunity service provider and employer. If you need auiatance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. ssnu)o(arso) • - ' ' i1 Test Plot Page 7 of 7 Project Name Brent Wemlund ,l'. i• • • Address 290 Cove Rd. /STM Hudson Wi 54016 #226900 Lot 7 Subdivision St. Croix Cove 12/21/18 1/4 1/4S 24 T 28 N/R20 W Township Troy 0 Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of survey iron System Elevation TBD *HRpSame as Benchmark Cove Road B M Scale is 1" = 40' unless otherwise noted 40' B-3 50' B-2 ■ ■. 5' igpr Property Line 9% Slope 80' 101' 99' 75' B-1 97' Property Line . St. Croix River .