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HomeMy WebLinkAbout020-1286-40-000 --4-�� • CST —aoa 1 — 16 �l Wisconsin Depart n e Brdfessional Se ices Page 1 of 2 Division ofIndus •5 10 �-��', SOIL EVALUATION REPORT 7 7t 5 �,yf L c M r Pr. 0 CO t a with SPS 385.Wis. Adm. Code County ST Croix Attach complete site pla on pa eo0E9 11 inches in size.Plan must include, but not limited to:vertical nd hor ce point(BM),direction and percent slope. Parcel I.D. scale or dimensions.fort amp cation and distance to nearest road. 020-1286-40-000 Please print all Information. Revnewed by �f�-{�' I at 7 / Personal information you provide may be used for secondary purposes(Pnvacy Law.s 15 04(1)(m)) mil/y by/it/a V /ee. I/1 /2/7- Property Owner Property Location: Jess Servais Govt. Lot: NW '/. NE % S21 T 29 N R 19 W Property Address Lol# Block* Subd. Name or CSM# 578 Schommer DR 14 ST Croix Industrial Park City State Zip Code Phone Number ❑City ❑Village E Town Nearest Road Hudson IWI 154016 I I I Hudson I Schommer DR/CTY A ©New Construction Use.❑ Residential/Numberof bedrooms Code derived design flow rate `300 GPD ❑ Replacement II Public or commercial—Describe: Commercial landscaping shop with office apace for 5-10 employees. Parent material Loamy drift over sandy/gravelly outwash(Burkardt-Sattre) Floodplain elevation if applicable NA ft. Zo - )(--- General comments and recommendations: Recommend in-ground•convent,onar benches N 24-36'depth between bongs a2-84 wth 0 7egpdm2 boding rat. LF•>108-(Observation extent) ❑ Boring 1 Boring# E Pit Ground surface elev.98.75 ft. Depth to limiting factor >108 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 'Eff#2 1 0-6 10YR 3/3 (fill) I 2f-msbk dsh cs 2f-vf 0.6 0.8 2 6-18 10YR 3/2 (fill) sl lcsbk dh ci 11-vf 0.4 0.7 3 18-47 10YR 2/2 (fill) I-sl lcabk-0m dh-dvh as - 0.2 0.6 4(5%gravel) 47-85 7.5YR 4/4 - S Osg loose aw - 0.7a 1.6a 5(5%gravel) 85-108 7.5YR 5/4 - cos Osg loose - - 0.7a 1.6a 0 Boring 2 Boring# 0 Pit Ground surface elev.97.50 ft. Depth to limiting factor '108 in. Soil Application Rate Horizon Depth Dominant Color Redox Descnption Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Ou.Az.Cont.Color Gr.Sz.Sh. •Et#1 -Eff#2 1 0-11 10YR 3/2 (fill) I 1f-msbk dsh as 2f-vf 0.4 0.6 2 11-54 7.5YR 4/4 - s Osg loose cw 1vf 0.7a 1.6a 3(5%gravel) 54-87 7.5YR 4/4 - cos Osg loose cw - 0.7a 1.6a 4 87-108 7.5YR 5/4 - s-cos Osg loose - - 0.7a 1.6a r- •Effluent#1 =BOD, >30 s 220 rng/L and TSS>30 s 150 mg/L 'Effluent#2=BOD, >30 5 220 rig/L and TSS>30 s 150 mg/L CST Name(Please Print) Signature CST Number Ryan Becher SP-111500001 Address Date Evaluation Conducted Telephone Number 779 Spring Creek RD S, Red Wing,MN 55066 05/19/21 (651)327-0074 SBD-8330(R04/15) 4 ❑ Sortleramolowommom 3 Boring# ❑� Pit Ground surface elev 97.65 ft. Depth to limiting factor in. in. Soil Application Rate Honzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Du.Az.Cont.Color Gr.Sz. Sh Eff#1 'Eff#2 1 0-5 10YR 2/2 (fill) I-sil 2f-msbk dsh cw 2f-vf 0.6 0.8 2 5-22 10YR 4/4 - sil-sicl 2fabk dsh cs 2f-vf 0.4 0.6 3 22-68 7.5YR 4/4 - s Osg loose cw - 0.7a 1.6a 4(5%gravel) 68-94 7.5YR 5/4 - s-cos Osg loose cw - 0.7a 1.6a 5(5%gravel) 94-108 7.5YR 4/4 - cos Osg loose - - 0.7a 1.6a ❑ Boring 4 Boring# 0 pit Ground surface elev.98.50 ft. Depth to limiting factor >108 in. Soil Application Rate Honzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. •Eff#1 Elf#2 1 0-16 10YR 3/2 (fill) I 1f-msbk dsh-dh cs 2f-vf 0.4 0.6 2(5%gravel) 16-24 7.5YR 4/6 - S Osg loose cw - 0.7a 1.6a 3(5%gravel) 24-62 7.5YR 4/4 - s Osg loose cw - 0.7a 1.6a 4(5%gravel) 62-78 7.5YR 5/4 - s Osg loose - cw - 0.7a 1.6a 5(5-10%anwel) 78-108 7.5YR4/4 - s-cos Osg loose - - 0.7a 1.6a ❑ Boring 5 Boring# ❑ Pit Ground surface elev. ft. Depth to limiting factor_in. 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