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HomeMy WebLinkAbout032-1063-40-300 (2) I cSTaof9 -3.3y v 13 �o,y iPA ~ Wis.Dept.of Safetyand Professional Services SOIL 1 ' • ' • ' - PORT J 1 of 3 Division Safety nd *dings I - Z D 18 I f W Y 35 — 5t. `i oix.y,�g c vdlh SPS 385,Wm. Adm. Code Community DeJ� 1 County St Croix Attach complete site n 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 Parcel I.D. 03 2 106 5- r-/O- 3 'O percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Please print all information. Reed by / Date ( Personal information you provide may be used for secondary purposes(Privacy Law,a.15.04(1)(m)). /— -t i4�1 I ,./ G B/Z Z Property Owner Property Location El �t Evolution Power Sports Govt Lot SE 1/4 SE 1/4 S 23T 3 I N R 19E(or)W Property Owner's Mailing Address2006 68tn St Suite D Lot* Block# Subd.Name or CSM#3 na CSM 36-6 gZv City State 21p Code Phone Number [ity [Village Drown Nearest Road Somerset aryl 54025 715-247-3861 HWY 35 I I 1 ( ) Somerset 1 na 0 New Construction Use❑ Residential/Number of bedrooms na Code derived design flow rate GPD 0 Replacement 0 Public or commercial-Describe: Commercial Parent materiel Ridges of ground moraines Flood Plain elevation if applicable na Zak (X ft. General comments Commercial building 10,000 ft up to 25 employees.Conventional system,system size to be determied by designer. and recommendations: glic5t/4 / 1 0 Boring Boring# 0 Pit Ground surface elev. 97.30 120 ft. Depth to tinning facia 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. 'E4#1 'Ef#2 1 0-8 10yr3/2 none sI 2msbk mfr cs lvf .6 1.0 2 8-28 10yr4/4 none SI 2msbk mfr es na .6 1.0 3 28-86 7.5yr4/4 none COS osg ml cs na .7 1.6 4 86-120 5yr4/4 none fs osg ml na na .5 1.0 2ng# ❑ Boring 97.30 110 Bori0 Pit Ground surface elev. ft. Depth to limiting factor in. t Soil Application Rate Horizon Depth Dominant Color Redox Desaiption Texture Structure Consistence Boundary Roots GPD/It ' in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Elf#1 'Eff#2 1 0-10 10yr3/2 none sl 2msbk mfr es lvf .6 1.0 2 10-46 7.5yr4/4 none cos osg ml cs na .7 1.6 3 46-110 5yr4/4 none fs osg ml na na .5 I.0 •Effluent#1=BOD S>30<220 mg/I and TSS>30<150 mg&L 'Effluent#2=BOO a<30 mg&L and TSS<30 mg/L CST Name(Please Print) nature CST Number David.1 Steel 248956 Address Date Evaluation Conducted Telephone Number 1699 150th St New Richmond,WI 54017 11-8-2019 715-760-0347 SBD-8330(RI I/I I) Evolution Power Sports 2 3 Property Owner Parcel ID# Pape of 3 Boring# Ong 95.60 120 13 Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure 7.;onsistence Boundary Roots GPD/ft ' in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. ':ff#1 'tft#2 1 0-9 10yr3/3 none sl 2msbk mfr cs lvf .6 1.0 2 4-20 10yr4/4 none sl 2msbk mfr cs na .6 1.0 3 20-48 7.5yr4/4 none cos osg ml cs na .7 1.6 4 48-82 7.5yr4/6 nonc cos/ms osg ml cs na .7 1.6 5 82-120 5yr4/4 none fs osg ml na na .5 1.0 Boring# Boring Pit Ground surface elev. ft Depth to Smiting factor in. Soil Applicabon Rate Horizon Depth Dominant Color Redox Description Texture Structure consistence Boundary Roots GPD/ft ' in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. •cif#1 'Eff#2 Boring# S Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure non sistercue Boundary Roots GPD/ft ' in. Munsell Qu.Sz. Cont.Color Gr.Sz Sh. "E f#1 'Efl#2 'Effluent#1 =BOD ,>30<220 mg+L and TSS>30 <150 mglL 'Effluent#2=BOD ,<30 mg&L and TSS<30 mg/L The Dept.of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format,contact the department at 608-266-3151 or TTY through Relay. S8134330Ta,(RI I/1 n STEEL'S SOIL SERVICE 3 of 3 David J. Steel Evolution Power Sports 2006 68th St Suite D CST-POWTSM SEI/4,SE1/4,S34,T3IN,R19W Somerset, WI 54025 Lic. #248956 Town of Somerset, St. Croix Co. 715- 247-3861 715-760-0347 Lot 3 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. Legend N L_>fzIs- -- ,:_ 1"=40' 2,/ ♦ = Benchmark Ele. 100.00 ft Top of 3/4" PVC Pipe /- ( / • = Alt Benchmark E1. 100.00 ft Top of 3/4" PVC Pipe El = Borings ,r Boring Elevations I B1 = 97.30 ft A O. 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