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HomeMy WebLinkAbout008-1057-30-100 (3) • C.ST-2 I 1 - • Wisconsin Department of Safety and Professional Services RECEIVE Page 1 of3 Division of Industry Service A,�X. � SOL gALUATION REPOR7AN 04 Zi90 ZoA Alt1b3S1p h PS385,Wis. Adm. C. C1 UNTY Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must incyOMMMUN IT. ICI GPMENT but not limited to:vertical and horizontal reference point(BM),direction and percent slope. Parcel I.D. 3� !Oo scale or dimensions,north arrow,and location and distance to nearest road. 008-1057-6846s9 Ref 02465 Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes(Privacy Law.s. 15.04(1)(m)). J Property Owner Property Location 0 CD Joan Larson Govt.Lot NW % NE `.. S 19 T 28 N R 16 E (or) Property Owners Mailing Address Lot# Block# Subd.Name or CSM# v 2149 30"'Ave. na na na City State Zip Code Phone Number 0 City 0 Village ®Town Nearest Road Baldwin I WI 154002 I (715)220-8306 I I Eau Galle 1220"'Street ❑ New Construction Use: ® Residential/Number of bedrooms Code derived design flow rate 450 GPD ® Replacement ❑Public or commercial-Describe: Parent material Glacial Till Flood Plan elevation if applicable le ft. General comments and recommendations: Site suitable for mound POWTS. Recommended infiltrative surface elev.to be 104 50'at 6"above 104.00'contour. 1 Boring# ❑ Boring ® Pit Ground surface elev. 104.02 ft. Depth to limiting factor 30"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. 'EftNt 'EffN2 1 0-8 10yr3/3 none sit 2fgr mvfr ow 2vf,f 0.6 0.8 2 8-22 7.5yr4/6 none sl lmsbk mvfr cw lvf.f 0.4 0.7 3 22-30 7.5yr4/6 none cost 1 csbk mfr cw - 0.4 0.7 4 30-46 7.5yr4/6 f2f 7.7yr5/8 cost 1csbk mfr cw - 0.4 0.7 5 46-52 7.5yr4/6 c2d 7.5yr5/8 scl Om mfi - - 0.0 0.0 2 Boring* ❑ Boring ❑ Pit Ground surface elev. 104 00 ft. Depth to limiting factor 3LI 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. 'EMI 'EfUf2 1 0-10 10yr3/3 none sil 2fgr mvfr cs 2vf,fm 0.6 0.8 2 10-24 7.5yr4/6 none 4 sI lmsbk mvfr gw lvf,fm 0.4 0.7 3 24-31 7.5yr4/6 none cosl lmsbk mvfr cw lvf,f 0.4 0.7 4 31-41 7.5yr4/6 f2f 7.5yr5/8 sl 1 csbk mlr cw 1 vf- 0.4 0.6 5 41-56 7.5yr4/6 f2d7.5yr5/8 scl Om mfi - - 0.0 0.0 Effluent#1 =BOD, >30 s 220 mg/ and TSS>30 s 150 mg/L Effluent#2=BOD >30 s 220 mg/L and TSS>30 s 150 mg/L CST Name(Please Print) Signature CST Number James K.Thompson 30021 Address ate Evaluation Conducted Telephone Number 340 Paulson Lake Lane,Osceola,WI 54020-5413 December 21,2106 (715)248-7767 SBD-8330(R04115) 3 Boring a ❑ Boring ® Pit Ground surface elev. 101.38 ft. Depth to limiting factor 15 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 •Etfa2 1 0-12 10yr3/3 none sit 2fgr mvfr cs 2v1,1 0.6 0.8 2 12-24 10ry4/4 none sl lmsbk mvfr gw lvf,fm 0.4 0.7 3 24-35 7.5yr4/6 none si lmsbk mfr cw lvf,fm 0.4 0.7 4 35-47 7.5yr4/6 f2f 7.5yr5/8 sl 1m&csbk mfr aw - 0.4 0.7 5 47-55 7.5yr4/6 12d 7.5yr5/8 scl Om mfi - - 0.0 0.0 4 Boring a ❑ Boring ® Pit Ground surface elev. ai ft. Depth to limiting factor 3.Q 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. *Ent •Eff02 1 0-8 10yr3/3 none sit 2fgr mvfr cw 2vf,fm 0.6 0.8 2 8-18 7.5yr4/6 none sl lmsbk mvfr cw lvf,fm 0.4 0.7 3 18-32 7.5yr4/4 none cost lcsbk mfi cw Ivf,f 0.4 0.7 4 32-46 7.5yr4/6 f2f 7.5yr5/8 scl 1 m&csbk mfi - - 0.2 0.3 1 1 ® Boring 5 Boring a ❑Pit Ground surface elev.rig ft. Depth to limiting factor 56 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. 'Effa1 •EIf02 1 0-3 10yr4/4 none sit 2mp1 mfi as 2vf 0.0 0.2 2 3-8 10yr3/3 none sit lfsbk mfr cs 2vf 0.4 0.6 3 8-24 7.5yr4/6 mfd 7.5yr5/8 sit Om mfr cw - 0.0 0.2 4 24-53 7.5yr4/6 c2p 7.tyr5/8 8 sicl On, mfi - - 0.0 0.0 c2p 10yr6/2 •Effluent 01 =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 . .So.% QJQ/ua.. /Oie E,r.:56: 9radt c!<K t A -P -' )4(.4iZY(.S Vi/� J 3o-A✓c. Sa., L.ai,S.r,/p,-.o/o. 1 z/4/9 30114dc.36/dw,;,, a)/ syoaz Awvfwerr sec if r.?e4., ie./ a) ro. of Eau 6Jk C .. _ AZ: , 0f / dace .as/-l.o-aaa &c/cop( ri[/44•. ,�V /�SJm 4ex(�« :70 .t0.' _ - - - - _ 1� - \ n` a r0 we ,�� -c •V' cit t./et/:nc E., 6e i ottac.d 0. a lot Trees q il !orKs1- I4WN O V t II1\ ILI ____ 5 EK,sL^✓ W be riAd ExiStel wet( "---"N\e f: . 3of3