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HomeMy WebLinkAbout002-1009-50-200 • l^�.p _' � 5� -a a 1 Wisconsin De rtment of Safety a l4ti ssional ervices Page 1 of 2 1111-1111) Division of lndu try Servi 16 [L LL�t Y �C SOIL EVAL ION REPORT . 116Z Z iO411 Si- ; lieudance with SPS 385,Wis. Adm. Code County ST Cr Attach complete site lab ass than 8 1/2 x 11 inches in size.Plan must include, but not limited to ve !cal and horizontal reference point(BM).direction and percent slope. Parcel I.D. scale or dimensions,north arrow.and location and distance to nearest road. 002-1009-50-200 Please print all information. Revle d by LL ( D7 Personal information you provide may be used for secondary purposes(Privacy Law.s. 15 04(1)(m)) ,,,>U / /7, 17 yZ. L- Property Owner Property Location: Lee Signature Homes(Builder) Govt. Lot: SE Y. NE Y. S05 T 29 N R 16 Property Address Lot# Block# Subd. Name or CSM# 1162 230TH ST 02 CSM 24-5672 City State Zip Code Phone Number ❑City ❑Village ❑� Town Nearest Road Baldwin IWI 154002 I I I Baldwin 1230TH ST 0 New Construction Use:❑ Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD ❑Replacement ❑ Public or commercial D^escribe Parent material Loamy drift over loamy till(Alle r tj lr� A 4-- Floodplain elevation if applicable NA ft. ZO1.4.0 x General comments and recommendations: Recommend minimum 20-send-tiff POWTS mound on 100.00 contour with 0 6gpdfll2 loading rate. LF•16-(Radoeunorphic f.aturu) ❑ Boring 1 Boring# D Pit Ground surface elev.100.00 ft. Depth to limiting factor 17 in. n ,1 (//J Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft1 In. Munsell Du.Az.Cont.Color Gr. Sz.Sh. •Eff#1 'Eff#2 1 0-8 10YR 3/3 - sit 2f-mgr mfr cs 2c-vf 0.6 0.8 2 8-17 10YR 5/3 - sil 2fabk mfr-mfi cw lc-vf 0.6 0.8 3 17-34 7.5YR 4/4 cid 7.5YR 416 a 7.5YR 5/2 Si 1 msbk mfi gw 1 m-vf 0.4 0.7 4 34-42 7.5YR 4/4 c1t 7.5YR 5/8 8 16YR 6/1 Is-sl l msbk-Osg mvfr - 1 m-vf 0.2 0.6 0 Boring 2 Boring# 0 Pit Ground surface elev. 100.00 ft. Depth to limiting factor 17 in. A- I`0,, 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. •Eif#1 'Eff#2 1 0-7 10YR 3/3 - sil 2fmgr mfr cs 3c-vf 0.6 0.8 2 7-17 10YR 5/4 - sil 2fabk mfr gs 3c-vf 0.6 0.8 3 17-25 7.5YR 5/4 c2d 7.5YR 416 a 7.5YR 512 sl 1 mabk mfi gw lc-vf 0.4 0.7 4 25-38 7.5YR 4/4 c3p 5YR 4/6 8 7.5YR 5/2 sl Om mvfi - 1 m-vf 0.2 0.6 •Effluent#1 =BOO. >30 5 220 rrlg/L and TSS>30 5 150 mg/L 'Effluent#2=BOD, >30 5 220 mg/L and TSS>30 5 150 mg/L CST Name(Please Print) Signature CST Number Ryan Bechel lu SP-111500001 Address Date Evaluation Conducted Telephone Number 779 Spring Creek RD S,Red Wing,MN 55066 10/26/21 (651)327-0074 SBD-8330(R04/15) r ❑Boring 3 Boring# ) ©Pit Ground surface elev.68.80 ft. Depth to limiting factor 16 in 4.4.... 4 7"l�„ 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 'EflS2 1 0-6 10YR 3/3 - sil 2fgr mfr cs 2c-vf 0.6 0.8 2 6-16 10YR 5/4 - sil 2f-mabk mfr cw lc-vf 0.6 0.8 3 16-25 7.5YR 4/4 rid 7.5YR 4/3 6 7.5YR 52 sl 2fabk _ mfr gw 1 m-vf 0.6 1.0 4 25-36 7.5YR 4/4 c2d 5YR 5/8&7.5YR 5/1 sl 1 msbk-Om mfi - lf-vf 0.2 0.6 El Boring 4 Boring 0 ❑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/F12 In. Munsell Qu Az Cont.Color Gr. Sz. Sh. Efik1 EfN2 ❑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/Ft2 In Munsell Qu.Az.Cont.Color Gr.Sz.Sh. •Eflkt Efli2 -Effluent#1 =BOD,>30 5 220 mg/L and TSS>30 5 150 mgiL • Effluent#2=BOD,>305 220 mg/L and TSS>30 5 150 mg/L . 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