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HomeMy WebLinkAbout040-1318-03-000 ` s M , ?.0,7 — 031 ' Wisconsin Departn r C l Services Page 1 of Division of Industry MAY Q 12t17 SOIL EVALUATION REPORT U ff (Jy gd v COI aacondance with SPS 385,Wis. Adm. Code Sounty. / Attach com lete siteplan RM 'f1 inches in size.Plan must include, St.Croce P gl_f but not limited to:ve t re erence point(BM),direction and percent slope, Parcel I.D. MHO-1518-03-O(k scale or dimensions,north arrow,and location and distance to nearest road. — Ref#2467 yPlease print alls Information. Rev)gwed by ck I / �l fz Personal in(ortnatlon you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). YI/a/G-Y) (1-t'.� / 7/ Property Owner Property Location El Idea Inception,LLC Govt. Lot NE '% NE A S 11 T 28 N R 19 E (or) W Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#CS)4 'L 9-/QJ 8362 Tamark Village,Suite 119-160 nX I na outlot 03,Plat of Hills of Troy City State Zip Code Phone Number ❑City ❑Village ®Town Nearest Road Woodbury I WI 155125 I ( ) I I Troy I Co.Rd.U ®New Construction Use:® Residential/Number of bedrooms 2 Code derived design flow rate,aQQ GPD 5e.e. CS tV 0 Replacement ublic or c�/nmeraSal D/e Parent material Glacial Till �{rq P\. 4 7/ Lf iC jA, Flood Plan elevation if applicable!1 ft. General comments and recommendations: Site suitable for mound PQWTS. Recommended infiltrative surface elev.to be 101.50'at 12"above 100.50" contour. F JIl c9vrl 1 Boring* El Boring ®Pit Ground surface elev. 101.00 ft. Depth to linking factor 24'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 10yr3/3 none sicl 2fgr mfr cw 2vf,f 0.4 0.6 2 8-18 10yr4/4 none sil 2fsbk mvfr cw 2vf,f 0.6 0.8 3 18-24 7.5yr4/4 none sicl 1msbk mfr ai - 0.2 0.3 4 24-35 bluish/green f2f 7.7yr5/8 cl Om mfi - - 0.0 0.0 2 Boring# ❑Boring ®Pit Ground surface elev. 102.23 ft. Depth to limiting factor 4Z 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 0-10 10yr3/2 none sit 2fgr mvfr cs 2vf,fm 0.6 0.8 2 10-28 10yr2/1 none sil 2fsbk mvfr gw 1vf,fm 0.6 0.8 3 28-36 10yr3/3 none sil lfsbk mvfr cw 1vf,f 0.4 C 0.6 4 36-42 10yr4/4 none sicl lmsbk mfr cw 1vf 0.2 0.3 5 42-61 10yr4/4 f2f 7.5yr5/8 sicl lmsbk mfr - - 0.2 0.3 Effluent#1 =BOD,>30 5 220 mg/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 James K.Thompson 30021 Address Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane,Osceola,WI 54020-5413 December 21,2106 (715)248-7767 SBD-8330(R04/15) CI Boring 3 Boring# ® Pit Ground surface elev.97.02 ft. Depth to limiting factor,' • 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. 'Eft#1 'Eff#2 1 0-10 10yr3/2 none sil 2fgr mvfr cs 2vf,f 0.6 0.8 2 10-19 10ry2/1 none sil 2fgr mvfr 9w 2fm 0.6 0.8 3 19-24 10yr3/3 none sil lmsbk mvfr cw 1vf,fm 0.4 C. 0.6 4 24-31 7.5yr4/6 none sic/ 1 msbk mfr ai - 0.2 0.3 5 31-40 bluish green m1p 7.5yr5/8 sd Om mfi - - 0.0 0.0 ft Boring 4 Boring ®Pit Ground surface elev.98.98 ft. Depth to limiting factor 3,,y 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. 'Effk1 •Eftk2 1 0-24 10yr3/2 none sit 2fgr mvfr cw 2fmlc 0.6 0.8 2 24-33 10yr3/3 none sil 21sbk mvfr cw 2fm 0.6 0.8 3 33-46 10yr4/4 f2f 7.5yr5/8 sict lmsbk mfr cw 1vf,fm 0.2 0.3 4 46-58 10yr4/4 f2f 7.5yr5/8 sil lfsbk mvfr - - 0.4 0.6 5 Boring k El Boring ❑Pit Ground surface elev. 100.65 ft. Depth to limiting factor 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. •Effk1 'Eft#2 1 0-3 10yr3/3 none sil 2mpl mfr as 2vf 0.0 0.2 2 3-6 10yr4/4 none sil tfsbk mfr cs 2vf 0.4 C 0.6 3 6-24 bluish green mlp 7.5yr5/8 sicl Om mfi - - 0.0 0.0 'Effluent#1 =BOD,>30 1 220 mg/L and TSS>30 s 150 mg/L •Effluent#2=BOD,>30 s 220 mg/L and TSS>30 s 150 mg/L • i I LoE 4..1 3o,./e6/a/Ka•6'007/Or:E. Ai,...)ue clici ! 6 r i �e .3E;n1 7ca.0 s(a+! Y 5cLit:/”1" Sdia SmCy bn,"-Lc 83G2 r..,i ae c'v,//y4 �.�t Apr i 5a.tc//9•/60 �,�a� wa3(d ry,,.t N. 5r/16 Qr eP" o.4.404 ..i P/o E eV..(/-,!/� of N ref%ACYv.CkSca•//, T.284,,/9�, T. eir ri-cr,.sZ. Cr o;,r Co, ), c. . /hi' afro-r3B-4 Pl( 1 _� £r.es . Lett L-- Propo\ ‘\ ‘ sal ' 3 ' ` 3Er4 c4.4r< bedro. S� b I efts r,✓,c.,a:Pe. I C. 1 `• /07.97' ce.Lk.4-1 free S \ t br.csl- ds� �-- ,.)ee al4( J,�u, .. J ,- /. 2141 ■■ \ \ c`N 63� `. �a \ 82- .` 'Iii' Ike 2/1 \\ fix,.. . N. \ \ -EAro.yL�aytE+•..APES \ \ \ e..rt•✓ \ /e►.r• \ 9,tr' • • 1,. 30{3