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HomeMy WebLinkAbout030-1086-10-000 --- r = CsTa019 - 187 Wisconsin Deparbnent SdAety and Profess onQervi•= L ',^y,,v' Page 1 of Division of Industry Sere ces BUG 6 2p17 _�(' • S AIL EVALUATION REPORT t3 g�'Cir _ n,. b►:,•,.�..- ---with SPS 385,Wis. Adm Code County • Attach complete site plan on,pager : an 8 1/2 x 11 inches in size Plan must include, Si Croix but not limited to:vertical and 8nzontal reference point(BM),direction and percent slope, Parcel I.D. scale or dimensions,north arrow, and location and distance to nearest road. 030-1086-10-000 Ref#2533 Please print all information. Revie d by ! / Date i Personal information you provide may be used for secondary purposes(Privacy Law,s. 15.04(1)(m)). lei / 2Z Property Owner Property Location ❑/ Tyler Wlliquett Govt. Lot NW '/. MN V. S 30 T 30 N R 19 E (or) W Property Owner's Mailing Address Lot# Block# Subd. Name or CSM# 1389 Co. Rd. V Na Na Na City State Zip Code Phone Number ❑City 0 Village ®Town Nearest Road Houlton WI 54802 (715)808-1692 I I St.Joseph 1138m Ave. ❑ New Construction Use:® Residential/Number of bedrooms Code derived design flow rate 450 GPD Z Replacement ❑ Public or commercial-Describe: zoo /� v Parent material Glacial driftl Flood Plan elevation if applicable na ft. General comments and r mendations: Sites table for At-grade o ound S. Recomm ded design con r=97.50' B-6 found to be similar to B-4 1U5d v� fr s - . 1 i vQ� z or, 1 Boring* 0 Boring flrefe ®Pit Ground surface elev.98.40 ft. Depth to limiting factor M6"A1. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots _ GPO/Ft2 In. Munsell Qu.Az.Cont.Color Gr. Sz.Sh 'Etf#1 'Eff#2 1 0-15 10yr3/3 none I 2fgr ds gw 2fm1c 0.6 0.8 2 15-21 10yr3/4 none sl 2fsbk ds cw 2fmc 0.6 1.0 3 21-36 7.5yr4/4 none sl 2msbk dsh cw lvf,fm 0.6 1.0 4 36-44 10yr4/6 f2f 7.5yr4/6 gr Ifs Osg ml cw 1vf,f 0.5 1.0 5 44-86 10yr4/6&4/4 f2d 7.5yr5/8 grs& on ml - 1vf,f 0.5 1,0 -2-1 Boring# El Boring ®Pit Ground surface elev.96.75 ft. Depth to limiting factor 413: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 'Eft#2 1 0-14 10yr3/2 none I 2fgr ds gw 2fmc 0.6 0.8 2 14-22 10yr4/3 'none sil 2fsbk ds gw 2fmc 0.6 0.8 3 22-43 10yr4/4 none sil 2f&msbk ds cw 2fmlc 0.6 0.8 4 43-54 10yr5/4& f2f 7.5yr5/8 sil/sl lcsbk mvfr cw 1fm 0.4 0.6 7.5yr4/4 5 54-66 7.5yr4/4 f2d 7.5yr5/8 sl lmsbk mfr kw 1fm 0.4 0-7 6 66 85 10yr4/4& f2d 7.5yr5/8 s/sI Osg/Om mVmfr - lfm 0.2 0.6 7.5yr4/6 • •Effluent#1 =BOO,>30 s 220 mg/L d TSS>30¢ 150 L ffluen =BOD, >30 s 220 rng/L and TSS>30 5 150 mg/L CST Name(Please Print) u CST Number James K.Thompson - 5- 30021 Address ate Evaluation Conducted Telephone Number 340 Paulson Lake Lane,Osceola,WI 54020-5413 July 8.2019 (715)248-7767 I SBD-8330(R04/15) 1k ❑Boring 1)0 Storing ®Pit Ground surface elev.96.53 ft. Depth to limiting factor 44"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. •Eff#1 Eff#2 1 0-13 10yr3/3 none sil 2fgr dl gw 2frnc 0.6 0.8 2 13-21 10yr4/4 none sl 2fsbk dl cw lfmc 0.6 1.0 3 21-31 7.5yr4/6 none grcoscl 1msbk mfr cw lfm 0.2 0.3 4 31-44 7.5yr4/6 none gr Is Osg ml gw lfm 0.7 1.6 5 44-88 10yr4/6 2d7.5yr4/6 gr s Osg ml - - 0.7 1.6 OP Boring I ❑Boring ®Pit Ground surface elev.97.05 ft. Depth to limiting factor 4Q"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. •Eft01 'EIf112 1 0-10 10yr3/2 none sil 2fgr ds taw 2f,1mc 0.6 0.8 2 10-15 10yr3/4 none sil 2fgr mvfr cw 2f,1mc 0.6 0..8 3 15-23 10yr4/4 none sil 2fsbk mvfr taw 1vf 0.6 0.8 4 23-40 10yr4/4 none sicl 2fsbk mfr cw - 0.4 0.6 5 40-44 10yr4/4 2d7.5yr4/6 sicl lfsbk mfr cw - 0.2 0.3 6 44-78 10yr5/4 c2d 10yr4/6 sil Om mfr - - 0.0 0.2 U Boring# ®Poring ❑Pit Ground surface elev.97.73 ft. Depth to limiting factor,L,TE 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. •Efff1 'ENO 1 0-14 10yr3/2 none sil 2fgr mvfr cw 2f,1mc 0.6 0.8 2 14-21 10yr4/4 none sil 2fsbk mvfr gw 2f,1mc 0.6 0.8 3 21-38 7.5yr4/4 none sl 2msbk mfr - lvf,f 0.8 1.0 •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 Ser/eia/ae4.,11O,E UU . • EX,36' b -'ade a( • 1/_-. • 5 0(7 e (id,kw:4'41. 3 ciat r 14/0' '1 12e,C •°25.33 7-y-/tr e.4)i//' u c>`d /38f ce.,?al.� n Auts ,a7/. sYadZ if„mo 'a+Wi.sed.30,T....001t., Q./1w, Tw.o!'st..TosefA , .56•CrbIr Po,..,.t/ 1 NDe,e td a 30-/on-/o-tno U 6t,'4 8 �.s'bat/Gs A 14.6.ot i g.C6e.,.of ;I Lye -. . J . s •O o sot it ./co.co: V/ Er,.34-/9 sygt 1 ' o . 0 6( Lr„q I r --� ;as 4 �/, • Co. ed. / ,�$� V ' e �` ' Gw6er,.- / / / / / .52 ', el / /&' ' , / '�' l 5I0A, 64y- II / 'co' 3 '�/ — — i 330 ' •'(3. 3 a f.3