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Home My WebLink About010-1047-30-025 (8)�RFIEIVEL) Nvisconsif"n SOf E b IinoTION REPORT #1826 Department of Commerce ce w om,85, Wis. Adm. Code Page 1 of Division of Safety and uildings a. Steel's Soil Service, Inc. " .,..� County Attach complete site plan Qn paper notJess than WA x 11 i hes in siz . Plan mSt. Croix include, but not limited to: lv�rertical and horizontal reference int (BM), dir` Lion and ---- - - - - percent slope, scale or dirliensions, rjUJL11 arrow, anU l n and distance I earest road. Parcel I.D. 11111 Id- Uz37 pending _ Please print all information. Revi ed By Data Personal information you provide may be used for secondary purposes (Privacy Law, s. 15,04 (1) (m)) _ �P Property Owner Property Location Amadan Construction Govt. Lot na SE1/ , NE1/4, S20, T301N, R1 W Lot # Block # Subd. Name or CSM# Property Owner's Mailing Address 245 Foster St. 5 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 99.70ft based on contour line elevation 98.70ft. and recommendations: ❑ Boring # Boring pit Ground surface elev, 98.80 ft. Depth to limiting factor 39 '� in. Sail Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary in. Munsell Qu. Sz. Cont. Color i Gr. Sz. Sh. Roots GPDIft2 'E=M `Eff#2 1 0-12 10yr3/2 none sil 2msbk mfr Cs 2vf .6 .8 2 12-24 10yr4/4 mfr cw lvf none Sid 2msbk .4 .6 3 24-39 ml a lvf i .7 1.6 7.5yr4/4 none cos osg 4 39-65 5yr4/4 na na na .2 .6 cld 7.5yr5/6 51 om ITIBoring # — Boring — - in. Soil Application Rate Pit Ground surface elev. 98.80 ft. Depth to limiting factor 55 Horizon Depth in. Dominant Color Munsell Redox Description Texture Structure Consistence; Boundary Roots GPD/ft2 ! Qu. Sz. Cont. Color Gr. Sz. Sh. ~"Eff#1 `Ett#2 1 2 3 4 0-14 10yr3/2 14-23 10yr4/4 none none none c2d 7.5yr5/6 sil sid 2msbk mfr mfr cs if .6 gw ; lvf .4 gw na .2 na na .0 .8 .6 2msbk 23-55 7.5yr4/4 55-65 5yr4/4 sI am om na .6 sd na .0 - tnluenr vi = buL)5> JU < 22U mg/L and 155 >JU c 15U mg/L tRluent *2 = bUU5 < JU mg/L ano 1 AJ ' -,JD mgrL CST Name (Please Print) , gnature: CST Number David J. Steel �'( 248956 Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 12/13/2005 715-760-0347 SB�D-8330 1 B..U7AV) Property Owner Amadan Construction parcel ID # _ending Page __ 2 of 3 IT] Boring # Boring ✓ Pit Ground surface elev. 47.90 ft. Depth to limiting factor 4q in. — Soil Application Rate Horizon Depth Dominant Color Redox Description in. Munsell Qu. Sz. Cont. Color Texture Structure Consistence Boundary Roots GPD/ t7 Gr. Sz. Sh. 'Eff#t 'E!f42 1 0-15 10yr3/2 none sil 2msbk mfr cs 2vf .6 8 .6 1.6 2 15-27 10yr4/4 none sicl 2msbk cos osg mfr mi cw cs 1vf ivf .4 .7 3 27-44 7..5yr4/4 none 4 44-60 5yr4/4 c1d 7.5yr5/6 sl om na na na .2 .6 Boring # 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. Consistence) Boundary Roots GPD/W Eff#1 'Eff#2 i Borina ` Effluent #1 = BCD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = B005. 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. SBD-8330 MOWN) Steel's Soil Smice, Inc. David J. Steel CST-POWTSM Lie. #248956 STEEL'S SOIL SERVICE INC. Amadan Construction SE l /4,NE i /4,S20,T30N,R 16W Town of Emerald, St Croix Co. Amadan Concept Lot, 5 994 200th 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' A = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe = Alt Benchmark Ele. 99.70 ft ❑ Top of 14" pvc pipe = Borings St. Baldwin, WI 54002 Direct 715-760-0347 Fax 715-684-3449 Boring Elevations B1= 98.80ft B2 = 98.80 ft B3 = 97.90 ft � B4 = 0,00 ft 3of3