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HomeMy WebLinkAbout010-1047-30-025 (11)7RIECT-WED Wisconsin SOIL EVA.1O EP©RT #1a25 Department of Commerce Li in accordandk Comm`8k*is. . Code Page 1 of 3 Division of Safety and Buildings 4 Steel's Soil Service, Inc. ``T� Ql L.uiv i tY Attach comptete site plan on paper not>e§sC an 81A x 11Jpph4e size>Plapn s Coun St. Croix include, but not limited to: verb I and ence point (BM), direction and Parcel I.D. OiO- (` percent slope, scale or dimensio , north arrow, and location and distance to nearest road. p din Please print al! information. Reviewe# Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Amadan Construction Govt. Lot na SE1/4, 1/4, 520, T30N, R16W Property Owner's Mailing Address Lot # Block #iubd. Name ar C5M# 245 Foster St. 4 na Amadan Concept City State Zip Code Phone Number City 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, system elevation 103.20ft based on contour line elevation 102.20ft. and recommendations: 1 Boring # BoringPit Ground surface elev. 102.20 -ft. Depth to limiting factor 22 / in. Soil Application Rate Horizon ' Depth in. Dominant Color Redox Description Texture Structure Consistence Munsell I Qu. Sz. Cont. Color Gr. Sz. Sh. Boundary Roots 'Etf#1 'Eff#2 1 0-11 10yr3/2 11-22 10yr4/4 none none sil 2msbk sict 2msbk mfr i aw 2vf .6 .8 2 mfr na aw na 1vf na .4 .0 .6 .0 3 22-60 5yr4/4 none scl/sl =OM Fil Boring # Boring Pit Ground surface elev. 102.20 ft. Depth to limiting factor 47 'f in. Soil Application Rate Horizon Depth in. Dominant Color Redox Description Munsel! ! Qu. Sz. Cont. Color Texture i Structure i Gr. Sz. Sh. Consistence Boundary Roots GPDift= 'Eff#f 'Eff#2 i 0-14 10yr3/2 none 10yr4/4 none sil 2msbk sicl 2msbk mfr a 2vf .6 .8 2 14-28 mfr CS 2vf .4 .6 3 28-47 7.5yr4/4 5yr4/4 none Cos osg mvfr a 1vf .7 1.6 4 47-60 none sd om na na na .0 .0 - trrluent ifl = tsuG? .Su < C1u mg/L ana r 5ti a;iU < IbU mg/L tmuent #1 = 1iuLJ5 < Su mg1L ana 1 t)J < 3l1 mgrL CST Name (Please Print) ( 'Signature: `i CST Number David J. Steel 248956 - - - Address Steel's Soil Service, Inc. i Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 12/13/2005 715-760-0347 580-8330 M 07'001 Property Owner Amadan Construction Parcel ID # pending Page -__2__ of 3 # Boring Pill! Ground surface elev. 100.10 R. Depth to limiting factor ZBoring 72 in. _ . Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDHt' 'Eff#1 -Etf#2 1 2 0-19 19-31 10yr3/2 none sil 2msbk 2msbk osg mft mft mvfr gw gw gw 1vf ivf na .6 .4 .7 .0 .8 .6 1.6 .0 10yr4/4 none sicl 3 31-72 7.5yr4/4 none groos 4 72-% 5yr4/4 none scl om I na na na _ � Boring# BoringF1 Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence in. Munsell Qu. Sz. Cont Color Gr Sz Sh Boundary Roots GPDlft' Etfii� Erttt2 i F-1Boring # Boring _ Pit Ground surface elev ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ConsistenceBoundary Roots GPD/W --- 'Eff#1 'Efi#2 i I I " Effluent #1 = 6005> 30 < 220 mg/L and TSS >30 < 150 mglL ' Effluent #2 = BOD5 < 30 mglL and TSS < 30 nri 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. SBD-83301 R.07i00is Scd Service, bX. 3 of 3 STEEL'S SOIL SERVICE INC. -)avid J. Steel Amadan Construction 994 200`h St. CST-POWTSM SEl/4,NEl/4,S20,T30N,R16w Baldwin, Wl 54002 Lic. #248956 Town of Emerald, St Croix Co. Direct 715-760-0347 Amadan Concept Lot, 4 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 tune the soil test was conducted. 31, 05 � Legend V=40' l ♦ = Benchmark Ele. 100.00 ft l Top of 3/4" pvc pipe • = Alt Benchmark Ele. 99.90 ft ❑ Top of 3/4" pvc pipe Borings Boring Elevations _T -— �Y B2 = 102.20 ft 7a ' B3 = 100.10 ft B4 = 0.00 ft -`kk i