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Home My WebLink About010-1047-30-025 (13)#1827 'Nf �wisconSN1 SOIL EVALUATION REPORT Department of Commerce in accordance ith Comm 85. Wis. Adm. Cade Page 1 _ of 3 Division of Safety and Buildin js Steel's Soil Service, Inc Attach complete site plan on pa r not less than 8% z 11 inches i size. Plan must County St. Croix p�� include, but not limited to: verticalfand hvrizei+4e1 tefecar�ca�¢irrt M), direction and - - - percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. 0(0— 0it"� OXS Please print all information. ending Rev' Date Personal information you provide may he used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Q Property Owner Property Location Amadan Construction Govt. Lot na SE114, E1/4, S20, T30N, R16W Property Owner's Mailing Address Lot # Block # I Subd. Name or CSM# 245 Foster St. 6 na Amadan Concept City State Zip Code Phone Number City F' Village ' Town Nearest Road River Falls WI 54022 715-425-5338 Emerald 230Th St New Construction Use: Residential ! Number of bedrooms 4 Code derived design Flow rate 600 GPD Replacement Public or commercial - Describe: na Parent material Silty sediment and underlying reddish sandy loam Glacial till Flood plain elevation, if applicable na____ ft. General comments At Grade or Mound Design, s stem v ' 99.80ft based on contour line elevation 98.80ft. and recommendations: n FqBoring # Boring Pit Ground surface elev. 98.80 ft. Depth to limiting factor 56 in. Soil Application Rate Horizon Depth Dominant Color j Redox Description in. Munsell Qu. Sz. Cont. Color Texture Structure ' Gr. Sz. Sh. Consistency Boundary Roots GP_ D/ft2 _ `Eff#1 �Eff#2 1 0-li 10yr3/2 2 11-23 10yr4/4 3 23-56 7.5yr4/4 4 56-72 5yr4/4 none none none cld 7.5yr5/6 sil Sid sl sl/Sd 2msbk mfr 2msbk mfr gw lvf .6 .4 .2 .8 .6 .6 gw cs ivf na om na om na na na .0 .0 Fi-1Baring # Baring Pit Ground surface elev. _9$.$0 _ ft. depth to limiting factor 45 in. Sail Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz- Sh. Consisten Boundary Roots GPDfftZ 'Eff#1 Eff#2 1 0-10 10yr3/2 2 10-26 10yr4/4 — 3 ! 26-45 7.5yr4/4 4 45-60 5yr4/4 none none sil 2msbk Sid 2msbk mfr mfr 2vf .6 .8 .4 .6 .7 1.6 .2 .6 —CS gw ivf none f1f 7,5yr5/6 - .--t _ grcos osg sl om mvfr na gw na na na Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS r 30 mglL and TSS < 30 mg/L CST Name (Please Print) Signaturew."7 CST Number David J. Steel'. 248956 Address Steel's Soil Service, Inc. ` Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 12113/2005 715-760-0347 Property Owner Amadan Construction — Parcel ID # __lending_ Page 2 of 3 3 - J Boring Boring # - , Pit Ground surface elev- 98.50 ft. Depth to limiting factor 51 in. Soil Application Rate Horizon Depth Dominant Color in. Munsell Redox Description Texture Qu. Sz. Cont. Color Structure Consistence Boundary Roots GPD/W Gr. Sz. Sh -Etf#1 'E11#2 1 2 0-10 10yr3/2 none tone sil sicl sl 2msbk 2msbk 2msbk mfr cs mfr gw mfr cs 1f .6 .8 .6 10-20 10yr4/4 1Vf .4 3 20-33 7.5yr4/4 7.5yr4/4 5yr4/4 none na .6 1.0 1.6 .0 4 5 33-51 none cos scl/sl I osg om mf a na .7 51-75 none na na na .0 Boring # Boring Pit Ground surface elerr_ tt. Depth to limiting factor in ;Soil Application Rate Horizon i Depth ! Dominant Color Redox Description in. Munsell Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/W 'Eft#1 •092 ---ice ❑ Boring # Boring g factor in it Depth to limiting �— p� Ground surface slay. . 5ai! Application Rate Horizon Depth r Dominant Color Redox Description in. Munsell Qu. Sz. Cont. Color Texture j Structure Consistence Boundary Roots GPD/ft' Gr. Sz. Sh. 'Eti#t 'Ert#2 ' Effluent #1 = BOO5> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODE, 30 mg/L and TSS <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. SBO-SJ3o (R WAM Steel's Sofl Service, Inc STEEL'S SOIL SERVICE INC. David J. Steel Amadan Construction 994 200'h St CST-POWTSM SE1/4,NE1/4,S20,T30N,R16W Baldwin, W154002 Lie. ##248956 Town of Emerald, St Croix Co. Direct 715-760-0347 Amadan Concept Lot, 6 Fax 715-684-3449 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend N 1" = 40' • = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 100.00 ft 0 Top of 3/4" pvc pipe Borings Boring Elevations B I = 98.80 ft B2 = 98.80 ft B3 — 98.50 ft B4 — 0.00 ft 3of3