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HomeMy WebLinkAbout020-1491-09-000 (2) tECEIVED G T-ao1 l-ad3 Wisconsin Department of « SOIL EVALUATION REPORTPage 1 or Division of Safety and Buildings n ,7 fl 1.� In accordance with Conan 85.W is.Adm.Code q?3 V (V I e Viewco SEP L 5 County Attach complete hart 8'A all inches in saes,Planftust St. Croix Include but not li t o t femme point(B it an Parcehl.D. 020- Hi I-09-000 Percent sloOOMM d BI Please print all inform F4PR2XV071 GY4 Rev' by Date Personal information you provide may be used for secondary pui ` 9 8 Property Owner Property Location Rolling Ridges LLC. Govt.Lot SE / % s 3 2 N R 19 w Property Owner's Mailing Address Lot M Block N Subd.Name or CSMM WO— ITT— �'V� 965 Alexander Rd. 9 G�_ I,i-;\` /3.a 9 .19 . 3/N u City State Zip Code Phone 0 City 0 Village ®Town Nearest Road Hudson WI 54016 651-24R-0390 Hudson Alexander Rd. ®New Construction Use: 0 Residential/Number of Bedrooms Code derived design flow rate GPD 0 Replacement 0 Public or Commercial-Describe: - Parent Material Loess over Outwash Flood Plain elevation if applicable N/A ft. General comments and recommendations: Z _ Pe ❑Boring ✓ 1 I Boring# 0 Pit Ground Surface Elevation c`'t . 3 ft. Depth to Limiting factor 90 in. Sal Aooliation Rant Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPQ4t2 in. Munsell Qu.Sz.Cont Color Gr.Sz.Sh. 'TM EMIG 1 0-10 10YR3/2 - SL 2-f-gr mfr as 2f O. 6 .Ei 2 10-90+ 10YR4/4 - S 0-sg ml - - 6.-7 I .4 T © ❑Boring# ®Boring Pit Ground Surface Elevation 9s •q ft. Depth to Limiting factor .> ES in. Sou AnoYeat on Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP0/ft' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. •Ef►01 'VW 1 0-4 10YR3/2 - SL 2-f-gr mfr ac 2f O./o /. 0 2 4-21 10YR4/4 - FS 0-sg ml gc - O.5 I-o 3 21-85+ 10YR4/4 - S 0-sg ml - - 6 .'7 1. (c • • •Effluent MI-BO135>305220 mg/L and TSS>305 130 mg/L •Effluent 1/2-BOD%5 30 mg/L and TSS 530 mg/L CST Name(Please Print) Signature CST Number Mark Iverson - ate �---..„2„.„ 46672 Address pate Evaluation Conducted \ Telephone Number P.O. Box 155 Hammond, WI 54015 N tru 3 f 0 1 715-796-5664 NYC\ . Property Owner Yw 11 a n( Q 'Cl 5Q S L - Parcel ID# P e 2 of jf.±/ O Boring 3 Boring# ®pit Ground Surface Elevation 98 3 ft. Depth to Limiting factor 7e5 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Ent 'OW 1 0-10 10YR3/2 - SIL 1-co-bk mfr as 1f Q.t-/ O.(4, 2 10-85+ 10YR4/4 - S 0-sg ml - - 6.-7 I . (n O Boring Boring# ®Pit Ground Surface Elevation ft. Depth to Limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM2 in. Munsell Qu.Sz.Coot:Color Gr.Sz.Sh. 'Efs1 •ERa12 O Boring © Boring# ®Pit Ground Surface Elevation ft. Depth to Limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM2 io, Munsell Qu.Sz.Cont.Color Gr,Si Sh. 'Elf#t •Eflitt2 •Effluent#1=ROD,>30 5 220 mg/L and TSS>30<_150 mg/I. •Effluent#2=BOD,<30 mg/L and TSS 5 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or Need material in an alternate format,please contact the department at 608-266-3151 or TTY 608-264-8777. • Page 3 ofA 0 ft 24 ft. 40 ft. 80 ft. Lot#9 P eLk 99' BM#1 -Top of 3/4-PVC Pipe 1-, 100' 99.3) , •98.9' , B-2 �_ B&W-Top of 3/4"PVC Pipe 98.4;\ 992' •98.8' •98.4' B-3 �98.3,J • = Ground Surface Elevation BM#&Descri tion B-1'N Elevation = Bench Mark 100' ',= Boring Location & Elevation Owner: Rolling Ridges LLC. Site Information: Completed By: Mark Iverson 965 Alexander Rd. 1/4, 1/4, S13, T29N, R19W 617 Cty. Rd. J Hudson, WI 54016 Town of Hudson Roberts, WI 54015 St. Croix County 715-684-9125 Phone: 651-248-0390 CST#46672 1 SEPTIC LOCATION Llog Li FOR: CRANE HILL OF HUDSON /Vm / z =O 731-, g67.98 .vET 593 ` 53 L.AE3i g76.21 / �� 977.37 x , 1 SB l SB L9B3 g76J2 `\--- ' J /q -SB [ABM g77.d6 o0 o- SB M BI 97 WE1 SC2r Y's sB I Fp" 0 100 200 DENOTES SOIL 7:17.II= f BORING LOCATED ON 9-13-17 CORNERSTONE LAND SURVEYING, INC