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HomeMy WebLinkAbout040-1050-40-000 (3) vwon csn II.. • , . '4 c 0� J 6 5-7--„la ad. — 0 68 �p22 SOIL POR 1 of 4 0 12 in :... .: ..with SPS 383,vats. Adm. Code Z (o M�G G 1 .ont' ,-(1t County ST.CROIX Mach .. . - site pplIaayp •,, • . .. . . -n 81/2 x 11 inches in size.Plan must ndude, • • limfesttd' . • • ontal reference point(BM).direction and Parcel I.D. 040- 1050-40-000 percent ••:.scas: • • north- - • .,no arrow,and location and distance to nearest road. C please print all information.purposes Revrvrved by / , Data / �z Personal wiormftion you provide mar be used for secondary purD�s(Privacy Law,s.15.04(1)(m)). i 64� Property Owner Pm Location AMANDA F.CERNE Govt Lot— NW 1N SW 1N s 12 T 28 N R 19 E(or)W Property Owner's Mailing Address Lot ft Block S Srbd.Name or CSM/ A 821 COULEE TRAIL - - t'v'4k - City State Zip Code Phone Number EICIlY0 ValageDrown Nearest Road HUDSON, 1 WI 1 54016 1 ( ) TROY 1 COULEE TRAIL New Construction Uses Residential/Number of bedrooms 4 Code derived design flow rate 600 GPO Replacement ❑ Public or commercial-Describe: Parent material LOESS OVER LIMESTONE BEDROCK Food Plain elevation if applicable Z x NA ff. General oorrrrbrlts MOUND SYSTEM-GEOMAT- 1.0 FT.SAND-0.6 LOADING RATE and recommendations: TAW. C J5D Boring I Boring s 0 0 pN Ground surface elev. 96.60 R Depth to limiting favor 26 in. Sod Application Rob Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/R in. Munsell Qu.Si. Cont.Color Gr.Sz.Sh. 'Eff/1 •Eftll2 I 0-9 7.5YR3/2 -- sil 2fsbk&gr mfr as 2vf-m 0.6 0.8 2 9-26 7.5YR3/3 -- sicl 2fabk mfr ci Ivf--m 0.4 0.6 26-lsbr 2 Boi*1g s ❑ Bovg 96.60 28 0 pit Ground surface elev. ft Depth to limiting factor in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GMAT' n. Mussel Qu.Sz. Cont.Color Gr.Sz.Sh. 'EffR1 'Ef 2 I 0-Il 7.5YR3/2 - sit 3fgr&sbk mfr as 2vf-m 0.6 0.8 2 11-28 7.5YR3/3 - sil 2fabk mfr ci Ivf-m 0.6 0.8 28-Isbr •Effluent•1 =BOOS>30<220 mg/1 and TSS>30<150 n it 'Effluent t2=BOO,<30 mg&L and TSS<30 mg& CST Name(Please Print) _ - CST Number MARY JO HUPPERT(Hollister's Soil Testing&Design) di 224832 Address Date Conducted Telephone Number 25720 FIREFLY LANE,WEBSTER,WI 54830 04- 19,2022 715-426- 1775 SBD-$330(R07/13) • Property Owner CERNE,Amanda Parcel ID# I140 4 1050-40-000 Page 2 of0 3 Boring# Boring 97.90 29 111 Pit Ground surface elev ft Depth to limiting factor in Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/VF in. Munsell Qu.Sz. Cont Color Gr.Sz. Sh. 'Eff#1 'E0#2 I 0-II 7.5YR2.5/2 — sil 3fgr&sbk mfr as 2vf-m 0.6 0.8 2 11-18 7.5YR3/3 — sil 2fabk mfr Cs Ivf-m 0.6 0.8 3 18-29 10YR3/4 — sil 2fabk mfr Ci Ivf-f 0.6 0.8 29-Isbr Boring# Bonny pit Ground surface elev. ft. Depth to limiting factor in Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/ft' in. Munsell Qu Sz Cont Color Gr.Sz. Sh 'Eff#1 'Eff#2 Ng diI f Boring Boremi L. Pit Ground surface elev. ft. Depth to limiting factor in. Sod Application Rate - Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu.Sz. Cont.Color Gr Sz. Sh. 'Eff#1 'Eff#2 'Effluent#1 =BOO,>30<220 mrg/L and TSS>30< 150 mg/L 'Effluent#2=BOO,<30 rig/L and TSS<30 rig/L tiwp-I000IR11'III Plot Plan Page 3 of Li f i PROPERTY OWNER: AN\ANIA F: (.c►eNE 1" == 40 FT. (except where noted) Legal Description: YCL, Thi AAPJ114 OP THE 3wAi SW. )Z,T2.81%11 R)q'J, p == backhoe pit "f oW/4.) or TRpv, sr CRDtx CO ukr\Y WkSCoNSW. s:/d 7,egz 04D- I1)50 -4D- 000 / 42.) 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