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Home My WebLink About008-1077-70-100 � � 1"1---Wl° CST-2ozl- y (2 Wisconsinionf custry n(bt,$ � i Services Page 1 of 2 Division of l us "$� .rv�iCj 1 g5 Gay pot g OCT 2 1 2021 SOIL EVALUATION REPORT I accordance with SPS 385,Wis. Adm. Code County ST Croix Attach corn* site plakgrpapgrLrpy than 8 /2 x 11 inches in size.Plan must include. but not limited :'eBfiaahvigtq'hgcoMb Fence int(BM).direction and percent slope. Parcel D 0ti c/� V scale or dimen distance to nearest road. �O I D/�-�O�100 Please print all information. Re by/2 ,,, Date Personal information you provide may be used for secondary purposes(Privacy Law.S. 15.04(1)(m)) I I !/G684, I I (ih I27� Property Owner Property Location: ✓/ Kevin Larson Govt. Lot: NW % NW Y. S27 T 28 N R 16 W Property Address Lot# ( Block# Subd. Name or CS MU TBD CTY RD BB /'j2'710 73 City State Zip Code Phone Number 0 City 0 Village 0 Town Nearest Road Baldwin IWI 154002 I I I Eau Galle I CTY BB jJ New Construction Use:El Residential/Number of bedrooms 2-3 Code derived design flow rate 300 GPO ❑ Replacement ❑Public or commercial—Describe: Parent material Loamy drift and/or loess over loamy till(Santiago sil) Floodplain elevation if applicable NA 11.2.0, ,x General comments and recommendations: Recommend mm,mum 21'send-ilt POWTS mound on 100.00 contour with 0.4cgpdM2 loading rate LF=15'(Redoximorpnic features) "Deep plow(8-12')recommended 10 break up weak-pletey toils observed in B2&B3" ❑Boring 1 Boring# 0 Pit Ground surface elev.97.50 ft. Depth to limiting factor 15 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu.Az.Cont.Color Gr.Sz. Sh. •Eff#1 'Eff#2 1 0-8 10YR 3/3 - sil 2f-msbk mfr cs 2m-vf 0.6 0.8 2 8-15 10YR 5/4 - sil 2mabk mfr gw 1f-vf 0.6 0.8 3 15-26 7.5YR 4/4 r2d 7.5YR 5/8 s 10YR Sri sl lc-msbk mfr-mfi gw - 0.4 0.7 4 26-38 7.5YR 4/4 c2p 5YR 4/8 3 7.5YR 5/2 sl 1 msbk-0m mfi - - 0.2 0.6 0 Boring 2 Boring# 0 Pit Ground surface elev. 100.00 ft. Depth to limiting factor 20 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft' In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh •Eff#1 'Eff#2 1 0-8 10YR3/3 - sil lfsbk-lfpl ds es 2m-vf 0.4c 0.6 2 8-16 10YR 5/4 - sil 2f-mabk ds-dsh cs 1m-vf 0.6 0.8 3 16-20 7.5YR 5/4 - I 2fabk mfi 9W 1f-vf 0.6 0.8 4 20-34 7.5YR 4/4 f2d 7.5YR 5/88 10YR 5/2 sl 2c-msbk mfr gw - 0.6 1.0 5 34-40 7.5YR 4/4 2d 7.5YR 4/8 8 7 5YR 5/2 sl 1 msbk-0m mfi - - 0.2 0.6 •Effluent#1 =BOD, >30 s 220 mg/L and TSS>30 s 150 mg/L 'Effluent#2=BOD, >30 5 220 mg/L and TSS>30 s 150 mg/L CST Name(Please Print) Signature CST Number Ryan Bethel SP-111500001 Address Date Evaluation Conducted Telephone Number 779 Spring Creek RD S,Red Wing.MN 55066 10/14/21 (651)327-0074 SBD-8330(R04/15) ❑ Boring • 3 Boring# E Pit Ground surface elev.100.15 ft. 22 Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In Munsell Ou Az. Cont. Color Gr.Sz. Sh •ER#1 Ert#2 1 0-8 10YR 3/3 - sit lfsbk-lfpl dsh cs 2c-vf 0.4c 0.6 2 8-17 10YR 5/4 - 1-sil 2f-mabk dh gs 1c-vf 0.6 0.8 3 17-22 7.5YR 5/4 - sl 2mabk dh gw 1f-vf 0.6 1.0 4 22-37 7.5YR 4/4 f2d 7 5YR 5/8 a 10YR 5/2 sl 1 msbk dh-dvh gw 1 of 0.4 0.7 5 37-42 7.5YR 4/4 cal 7.5YR IR a 7.5YR 52 sl Om dvh - - 0.2 0.6 0 Boring 4 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 Ou.Az.Cont.Color Gr.Sz.Sh. •Eff#1 •Ef1#2 ❑ Boring 5 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 Du Az Cont. Color Gr. Sz. Sh Efik1 Eft#2 •Effluent#1 =BOD,>30 5 220 mg/L and TSS>30 5 150 mg/L • Effluent#2=BOO.>30 s 220 mg/L and TSS>30 s 150 mg/L + + + + + + + + + + + >,' ,�'�+ + . 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T f°* v .i II �� g w 0 3 o g v m < o o II < � 1 D c m o \ a� \, Z a g fD -2 \ \• " `° m 4 3 Q v •• \ • tr3'e ±890' 0 li au, \� °O II `� •°o •°o I O 04, d Oi gN 1/ o lOa I$ _ , .o 11 mn o o '1' O S J to O 2—i 9 1 s a - .,uZ CTY BB t= i_ I v F 1 0 $ R . hJ \ O A 83a5■ y 9,mNr 4v S� �p N z * CA 'r.., '� mzz �, ii 3 A ll� O s 'O 4, 1' g 00'\ 1 i o Cn = cC o *r O D 14'2 'g N ? $o m Q6 I s 1 g 9 0 .t 2. ' ' :-.•,:1: .' P I i 4 1,4".'1--fl I r 1 9 r 6: 1 ____.,-,f---'''_ ..- ----._____1° F;, .•-‘f-•MI 1 r L. - 7- irra?...-.."---,77 - 73 i5—2 m ,.._ 1 i 8- -0 - 4 x 2. 27 6 a g.M 3 0 0 g ; s Er 0 \......."......,, .e .-..... si 9. •. — 12 • , , . ' , N i ' l. ! \ , --- _., ILT,4- j4, : ) Y--) , ) . , p>" n ri .1 \... - ILI g°° 1 inL ) );-.1,/ t. i/ ,,,, i/ 1 \ ''' — '• - 0- c -.'•/- __,--;;;;-/,(1 / i( / L_--,....,,, > i 1 7„ ,7' / '-'\ \ L. (1 ., .,,....--1...... "---. . 1 t _ .., • - (cD3- 4, m m ,.. • "' 67' O -a 0 \ 't -: i t' -° • 17- '''...;.------- > -< 1.---s— c,s8 a 0 c, _ . , ,\ -1--___/---":„.„.,,,--; .,.•--/ ' ',' • , , 1 /(:1.re., : .,-:;' , . . , .1 ... i . .3 ,1• .• 0 .77."/ , 7 ,- .1‘ , --_-...---.....-- \ 1 \ ,,,,, k. . 1 Community Development i C c/11 a 1 a; - J tS--C A ' Certified Survey Map Kevin M. and Barbara M. Larson F ECEMD Part of the Northwest % of the Northwest % of Section 27, Township JAN 0 3 2022 28 North, Range 16 West, Town of Eau Galle, St. Croix County, Wisconsin. '� meet communr ._ Line Chart A -E N89°17'J6"E art105.00' o, NWCor. Sec.27, T2BN,R16W, A-8 N 89.17'36"E 65.00' o (Bemtsen Nall Fd.) Owner's Address: 8 -E N 89.17'36"E 40.00' 2427 20n'Ave. G-8 N 00.42'24W 51.06' — Baldwin, WI 54002 G-H N 00.42'24"W 31.06' 145' 65'N H-8 N 00'42'24"W 20.00' 1 10' $ 40'Wide Joint Driveway Easement 8- C N 00'42'24W 20.00' I 2I Provided By Separate instrument. H- C N 00°42'24"W 40.00' C-D N 89.1T36'E 40.00' I A —e E tin/Waft D-F Soo'42'24E40.00' H F S)9 Z�� `edL n D-E S 00.42'24"E 20.00' pp G E49z E-F S 00.42'24"E 20.00' F-H S 89.17'36•W 40.00' I 45' N 86'4400-W 15.04' 9 5' t/� (c 5 Z O b b I O /J 4 m II J a 3xi N C CD a1 I pi p P = IN Lott � I 2 ? 0 7.298 Acres or 317,898 Sq.FL S I h 6.633 Acres or 208,917 Sq. Ft. P. w 21 Excluding Road R.O.W. H 41r r h C 45' 50' COMI 9 5' W 50.11' o I 538.33. S Line NW 1/4 W 1/4 ' it '' I N 86.54 35 W 588.44' RI Unp/atted Lands W 1/4 Cor. Sec. 27, T 28 N, R 16 W, o (Bemtsen Nail Fd.) • N S Z Legend: