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HomeMy WebLinkAbout042-1098-10-020 (2) • ) sT--3018_ 154 Wisconsin Deprimenl d DMieion al industry f h ( i�� . t 1 �p1� SOIL PORT "� L Page 1 of 3 �UL in nce with SPS 385,Wis.Adm.Code ;3 v/ /O4 A✓L Keith Stoner CST Attach compe site County plan 8 x 11 inches in size. Plan must St.Croix include,but no limited tot ' ntal reference point(BM),direction and - percent slope, leg ,north arrow,and location and distance to nearest road. Parcel I.D. 042-1098-104W QZ 0 Please print all information. Rev By Date Personal information you provide may be used for secondary purposes(Privacy Law,s 15 04(t)(m)) / / / h ��/ i (v�lz/Z2 Property Owner Property Location < Clayton Ihrke Govt.Lot NE1/4, NE1/4, S35,T29N, R18W Property 1387 Oth vA Owneis Mailing Address LotZ- Nartre 1 Block 0 Subt or GSM,�IG I/4 Z City State Zip Code Phone Number City Village , : Town Nearest Road Roberts 1 WI 540231 715-441-2152 Warren I Same New Construction Use. Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement , Public or commercial-Describe: _ _ ,. Parent material Bedrock Residium T'{ t4 e Sr 1,- -• /,nlypt'I Flood plain elevation,if appltable 4 ft. General comments Propose a 8 x 75'mound dispersal cell located along the 9 .50' _contour with a system elevation=98.33'. Upslope mound contour and recommendations: staked onsite. 1 Boring M Boring • Pit Ground surface elev. 96.75 ft. Depth to limiting factor 26 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/It' In. Munsell Qu Sz.Cont.Color Gr Sz.Sh •EIfM1 •E1he2 1 0-6 10YR3/2 - sil 2msbk mvfr cis 3f-co 0.6 0.8 2 6-12 10YR3/4 - sit , 2msbk mvfr gs 3f-co 0.6 0.8 3 12-18 10YR4/4 - sid 2msbk mfr gs 2f-co 0.4 0.6 4 18-26 10YR4/4 - sI 2msbk mvfr gs 1 2f-co 0.6 1.0 5 26-39 10YR7/3+7/4 cld7.5YR5/8 ifs Osg/lmsbk ml - 1f-in 0.5 1.0 I 1 2 Boring M Boring Pit Ground surface elev. 98.32 ft. Depth to limiting factor 30 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDm' in. Munsell Qu.Sz.Cont.Color Gr. Sz.Sh. 'E1V1 *BM 1 0-6 10YR3/2 - sil 2msbk mvfr cs 3f-co 0.6 0.8 2 6-13 10YR3/4 - sil 2msbk mvfr gs 3f-co 0.6 0.8 3 13-21 10YR4/4 - sid 2msbk mfr gs 2f-co 0.4 0.6 4 21-27 10YR4/4 - sl 2msbk mvfr gs 2f-co 0.6 1.0 5 27-30 10YR5/6 - Ifs 0sg ml gs lf-m 0.5 1.0 6 30-42 10YR7/3 c2d5YR5/8 Ifs 0sg/lmsbk ml - - 0.5 1.0 •Effluent 01 =BOD5>30<220 mglL and TSS>30< 150 rng/L 'Effluent =BOD5<30 mg&and TSS<30 mglL CST Name(Please Print) Signature. _' S CST Number Keith Stoner .�i 224059 Address Keith Stoner CST Date Evaluation Conducted Telephone Number 23220 Wood Creek Rd Siren,WI 54872 6/20/2018 715-586-0900 s33134330(R07n 3) Property Owner aayton IFw ke Parcel ID if 042-1098-10-000 Page 2 of 3 Boring 3 Boring a Pit Ground surface elev. 96.10 ft. Depth to limiting factor 31 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlft' in. Munsell au.Sz.Cont.Color Gr.Sz.Sh. 'Eifel 'E1Al2 1 0-4 10YR3/2 - sil 2msbk mvfr cs 3f-co 0.6 0.8 2 4-14 10YR3/4 - ell 2msbk mvfr gs 3f-co 0.6 0.8 3 14-24 10YR4/4 - sil 2msbk mfr gs 2f-co 0.6 0.8 4 24-37 10YR5/6 - Ifs Osg ml gs 2f-m 0.5 1.0 5 37-47 10YR7/3 f2d7.5YR5/8 fs lmsbk/m ml - if--m 0.5 1.0 Boring 4 Boring# -Pit Ground surface elev. 92.62 ft. Depth to limiting factor 0 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture 1 Structure Consistence Boundary Roots GPI)/Rs in. Munsell Qu.Sz-Cont Color Gr.Sz. Sh. 'EI 1 'ElK2 1 1 0-8 10YR3/2 - sil 2msbk/lmpl mvfr cs 3f-m 0.4 0.6 2 8-18 10YR4/3 c2d5YR5/8 sil 2msbk mvfr gs 2f-m 0.6 0.8 3 18-27 10YR4/4 c2d5YR5/8 sid 2msbk mfr gs 2f-m 0.4 0.6 4 27-48 10YR7/3+7/4 cld7.5YR5/6 Ifs • lmsbk/m mvfr - - 0.5 1.0 Boring Boring# Pit Ground surface elev. tt. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu.Sz Cont.Color Gr Sz Sh. 'OM 'Etltr2 i • /Via 4( 6/20//e •Effluent e1 =BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent 02••BOO <30 mg/L and TSS<30 mglt 0 & + ► (/ §' \ § /| : . - . { 2 f ^ ,ft 0 k r. k - I - ) k E \ k so o " m z } 7 B ) \ , 7 \ { \ * Z \ t ƒ 7 21 _ § ƒ % - $ E ; I R • 0C iCf1,I ris0.I) "\steo o = o2m / s Aoee ° 222f § § . � of \ o A0. c00 A # $ $ § E ] ) // f & 0q4 [ % * * \ m / / f . U ( o _ ] § gat \ 2 ) — o • .. * § b ~ 1 \ % CM fD 1JR - \ k g J j 7 ~ la � 2 % / fp It CJ q k q \ � � � � I % £ | % - Ow a P I § 8 o [ ) §:, | 4 \ � } §` Aa • K � � ) I } — | % § E.-c J 11-4 °a � IZI.:51)*4 / i I \ | § \ Q \ § \ co