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HomeMy WebLinkAbout038-1239-28-000 (2) C�3C�� )M«I� • 1, ,A. - CST- aoas- o O *AR 07 2022 ,) Wisconsin Dep rtment orSatety and Professional S rvices �j Page 1 of 2 Division of Indu ry Services J• elf O` C St �r°'OevelOPment �. I D 1 ! !fA .7 com�'�n,ty SOIL EVALUATION REPORT In accordance with SPS 385,Wis. Adm. Code County ST Croix Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must include, but not limited to:vertical and horizontal reference point(BM),direction and percent slope. Parcel I.D. scale or dimensions,north arrow,and location and distance to nearest road. 038-1239-28-000 Please print all Information. Reedby ' / �Dat Personal information you provide may be used for secondary purposes(Pnvacy Law,s 15 04(1)(m)) t N-Y,�1,1 I / /1 _7_ Property Owner Properly Location: fff Tony Collova(Buyer) Govt. Lot: NW Y. NE Y. S 17 T 31 N R 18 W Property Address Lot# Block# Subd. Name or CSM# 2189 95TH ST 28 Squaw Lake Estates City State Zip Code Phone Number 0 City ❑Village ❑i] Town Nearest Road New Richmond IWI 154017 I I I Star Prairie 195TH ST/218TH AVE •] New Construction Use:II Residential/Numberof bedrooms 5 Code derived design flow rate 750 GPD ❑ Replacement 0 Public or commercial-Describe: 5p..L lkVtd` ZDI'l r J 4P/t,e s • Parent material Loamy drift over loamy till(Amery I) Floodplain elevation if applicable NA ft. General comments and recommendations: Recommend minimum 23•send-lift Powrs mound on too.00 contour with 0.8gpd/52 baling ran, LF•13'(Redox.norphic features) "Note.FEMA Zone-A(no BFE)lloodplein on property:test arse outside of mapped floodplatn^ ❑Boring 1 Boring# ❑� Pit Ground surface elev.100.00 ft. Depth to limiting factor 14 in. 8.N 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. •Eff#1 'Eff#2 1 0-6 7.5YR 2.5/3 - Is lfgr mvfr gs 3m-vf 0.7a 1.6a 2 6-14 7.5YR 4/3 - Is lfsbk loose gw 2m-vf 0.7a 1.6a 3 14-23 7.5YR 4/3 c1d 7.5YR 5/8 a 10YR 5/1 Is Osg loose gw 1 m-vf 0.7a 1.6a 4 23-38 7.5YR 4/4 c2d 7.5YR Ore a 7.5YR 52 Is-sl 1 csbk mvfr - 1 f-vf 0.4 0.7 (A+8•) 0 Boring 2 Boring# INI Pit Ground surface elev.97.00 ft. Depth to limiting factor 13 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. •EIf#1 •Eff#2 1 0-6 10YR3/3 - Is lmgr mvfr gs 3c-vf 0.7a 1.6a 2 6-13 10YR 4/3 - Is 1 msbk mvfr-ml gs 3c-vf 0.7a 1.6a 3 13-23 10YR 5/3 cid 7.5YR 5/8 a 10YR 5/2 sl 1 mabk dh gs 2c-vf 0.2 0.6 4 23-30 10YR 5/3 c2d 7.5YR 4/6 a 7.5YR 52 SI 1 mabk-Om dh cs 1 m-vf 0.2 0.6 - 5 30-37 7.5YR 4/6 c2d 5YR 4/6 a 7.5YR 5/1 51 Om dvh - - 0.2 0.6 (A+7") •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 D CST Number Ryan Bethel ► `' SP-111500001 • • Address Date Evaluation+ Conducted Telephone Number 779 Spring Creek RD S,Red Wing,MN 55066 11/1021 (651)327-0074 SBD-8330(R04/15) ❑Boring 3 Boring# Pit Ground surface elev 100.00 ft. Depth to limiting factor 15 in. A-4 it Soil Application Rate Honzon Depth Dominant Color Redox Descnption Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu Az.Cont.Color Gr.Sz.Sh. •Efl1M1 •Ef#2 1 0-7 7.5YR 2.5/3 - sl 2f-mgr mvfr gs 3c-vf 0.6 1.0 2 7-15 7.5YR 4/3 - sl 2fsbk mfr gs 3c-vf 0.6 1.0 3 15-22 7.5YR 4/3 c1d 7.5YR sm a 10YR 5rz sl 1 f-msbk mfr gw 2c-vf 0.4 0.7 4 22-32 7.5YR 5/3 c2d 7 5YR 4/8 a 7.5YR 5/1 IS-sl 1 msbk mvfr cw lc-vf 0.4 0.7 5 32-36 7.5YR 5/4 c2p 5YR 4/8 i&7.5YR 5/2 sl 1 msbk-Om dh-dvh - - 0.2 0.6 (A+6") ❑Boring 4 Boring# ❑Pit Ground surface elev. ft. Depth to limiting factor_in. Soil Application Rale Honzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. •EfMr1 'Eflrk2 ❑ Boring 5 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/Ft2 In. 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