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HomeMy WebLinkAbout008-1072-10-000 r CST-aoao — f 1 6 Wisconsin Department of Safety and Professional Services 12-11 Z 5 I Page 1 of 2 Division of Industry Services e1/ AUG 03 2020 SOIL EVALUATION REPORT In accordance with SPS 385.Wis Adm Code County Attach complete sites plan on paper not less than 8 1/2 x 11 inches in size.Plan must include. ST Croix but not limited to:ve+tical and horizontal reference point(BM).direction and percent slope. Parcel I Dr'Xv}0-1- scale or dimensions.north arrow,and location and distance to nearest road 008-1072-10 000000 Please print all information. wed byQ�� to Personal information you provide may be used for secondary purposes(Privacy Law.s 15 04(1)(m)) ( ) ► )14v1 I Ia/"'2-_ Property Owner Property Location: Y71 1! Jeremy Ziebart(Buyer) Govt Lot SW Y. NW ' S 25 T 28 N R 16 W Property Owner's Mailing Address Lot# Block# Subd Name or CSM#R /iVV, TBDCTYRDB City Stale Zip Code Phone Number ❑City 0 Village Q Town Nearest Road Woodville 'WI 154028 1 I I Eau Galle 1 CTY RD B • New Construction Use:❑Q Residential/Numberol bedrooms 3 Code denved design flow rate 450 GPD ❑ Replacement ❑ Public or commercial-Describe. _Parent material Loess over loamy till(Vlasaty sil) Floodplain elevation if applicable NA ft Zoo x General comments and recommendations: Recommend minimum 18-sand-Mt POWTS mound on 100 00 contour wdn 0 8gpddt2 loading rate LF=20-(Radozmorpb¢leaturea/bedrod0 0 Boring 1 Boring# r Pit Ground surface elev 97.68 ft Depth to limiting factor 30 in. Soil Application Rate Horizon Depth Dominant Color Redox Descnption Texture Structure Consistence Boundary Roots GPD/Ft2 In Munsell Qu Az. Cont.Color Gr Sz Sh _ •Eff#1 •Eff#2 1 0-10 10YR 3/2 - sil 3mgr mfr cs 3f-vf 0.6 0.8 2 10-30 10YR 4/4 - sil 3mabk mfr gs 1f-vf 0.6 0.8 3 30-37 10YR 4/6 m2d 7 5YR 5/8&10YR 5/1 scl 2csbk mvfi aw - 0.4 0.6 4 37+ LSBR - - - - - - 0 Boring 2 Boring# 0 Pit Ground surface elev 100.00 tt Depth to limiting factor 20 in. Soil Application Rate Honzon Depth Dominant Color Redox Descnption Texture Structure Consistence Boundary Roots GPDIFt2 • In Munsell Qu Az. Cont.Color Gr Sz Sri •Eff#1 'Eff#2 1 0-9 10YR 3/2 - sil 3mgr mfr cs 31-vf 0.6 0.8 2 9-20 7.5YR 4/4 - sil 3mabk mfr cw 1f-vf 0.6 0.8 3 20-27 7.5YR 3/4 12d 7.5VR 518 8 10YR 6/1 sicl 1 cabk mfr cw - 0.2 0.3 4 27-36 10YR 4/6 m2d 7 5YR 5/8 s 10YR 6rz scl 1 csbk mfi cw - 0.2 0.3 5 36+ LSBR - - - - - - - - •Effluent#1 =BOD, >30 5 220 rig/L and TSS>30 5 150 mglL -Effluent*2=BOD. >30 s 220 mgiL and TSS>30 5 150 mg/L CST Name(Please Print) Signature CST Number Ryan Becher SP-111500001 Address Date Evaluation Conducted Telephone Number 779 Spring Creek RD S,Red Wing.MN 55066 07/22/20 (651)327-0074 SBD-8330(R04/15) Ktr ❑ Boring__.. 3 Boring# ❑� Pit Ground surface elev g✓ 5 ft. Depth to limiting factor 23 in. Soil Application Rale Horizon Depth Dominant Color Redox Descnption Texture Structure Consistence Boundary Roots GPDIFt2 In. Munsell Qu Az Con! Color Gr Sz Sh Eff#1 Eff#2 1 0-10 10YR 2/1 - sit 3fgr mfr cw 2f-vf 0.6 0.8 2 10-23 10YR4/4 - sil 3c-mabk mfr cw 1f-vf 0.6 0.8 3 23-44 10YR 4/6 c2p 7 5YR 5/8&10YR 6/1 Si 2csbk mfr - 1 f-vf 0.6 1.0 ❑ Boring 4 Boring# ❑ 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. Munsell Qu Az. Cont Color Gr Sz Sh •Eft#1 •Eff#2 1 ElBoring 5 J Boring# ❑ Pit Ground surface elev ft Depth to limiting factor_in. Soil Application Rate Honzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft7 In Munsell Cu.Az. Cont. Color Cr. Sz.Sh. 'Elf#1 'Eff#2 •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 $ « } _ ! 9 | § ) ( `f / a ! JJt J ( 3ti ' ( § ! ! m ■ \j2 `%( ( § •aAZ . ~ ! .I @ © |� . �( ; § If f�� k ` 2! !, ] . ` 2 mom! & ! | 1 } ƒ )f7 2} U ■$ $� ! | ! �_ fE » la |! S# � , ) / i| $ � _ || !§ I } \ r�c! ° 2 . . ; | ! \\ \ 2 � © it F .' § /k « ii o. L) a= ! ■e"%� �� || Z gti — — ® > < j_ � �96 Q ` . II 0 ` 1• i ! . \ | || $k I 2 I k I| � ` _ / / —at �| ID _ — — -- - _ _ _ — !| | ` wiz — 1■ e I • ' / MI _ m I —_ _/ a i I 2 ka v.. v.. |� ill - v