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Home My WebLink About018-2019-51-000 Visconsin SOIL EVALUATION REPORT #1882 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings Steel's Soil Service Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and locatio distance to nearest road. Parcel I.D. ~ Please print all ' r~+ Review d B Date Personal information you provide ma a use ary purposes (Priv cy Law, s. 15.04 (1) (m)). Property Owner 9 Property Location Rolling Hills Of Hammond LLC L Govt. Lot na NW1/4, SW1/4, S29,iT29N, R17W Property # Sub me or 400 2nd tner's Mailing Address cRO,X COVN Lot 51 Block # Roli gaHills Farm# C n y fys st T. city State ip Code a Number ❑ City I_] Village ❑ Town Nearest Road Hudson WI 4016 715-386-0230 Hammond 160Th 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 till Flood plain elevation, if applicable na ft. General comments At Grade or Mound design, system elevation 100.30ft for At Grade. System elevation 100.30ft for Mound and recommendations: based on contour line elevation 99.80ft. Minimum of 6 inches of ASTM C33 mound sand. Boring # ❑ Boring ❑ Pit Ground surface elev. 100.60 ft. Depth to limiting factor 100 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 I 1 0-8 10yr3/3 none I 2msbk mfr cs 1c .6 .8 2 8-24 10yr4/4 none sicl 2msbk mfr cs is .4 .6 3 24-110 10yr6/6 none Is osg mvfr na na .7 1.6 Boring # ❑ Boring ❑ Pit Ground surface elev. 100.60 ft. Depth to limiting factor 60 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtW in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-18 10yr3/3 none I 2msbk mfr cs 1vf .6 .8 2 18-53 10yr4/4 none sicl 2msbk mfr cs na .4 .6 3 53-60 7.5yr4/4 none s1 2msbk mfr cs na .6 1.0 4 60-96 10yr5/8 c2d7.5yr5/6 Is/sil om na na na .0 .2 Horizion #4 has 10yr5/4 silt layers in it. * Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Sig CST Number David J. Steel 248956 ,rj~~p Address Steel's Soil Service Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 6/12/2006 715-760-0347 SBD-8330 (R.07/00) Property Owner Rolling Hills Of Hammond LLC Parcel ID # Pending Page 2 of 3 3 ] F Boring # ❑ Boring ❑ Pit Ground surface elev. 98.00 ft. Depth to limiting factor 36 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Erf#t `Eff#2 1 0-12 10yr3/1 none I 2msbk mfr cs 1vf .6 .8 2 12-36 10yr4/4 none Sicl 2msbk mfr CS na .4 .6 3 36-86 10yr6/6 c2d 7.5yr5/6 IS/Sil om mvfr na na .0 .2 Horizion #3 is very wet and has 10yr5/4 si layers in it. ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Eff#t 'Eff#2 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 _ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#t `Eff#2 " Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <150 mg/L • Effluent #2 = BOD5 < 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 (R.07/00) Steel's Soil Service i STEEL'S SOIL SERVICE 3 of 3 David J. Steel Rolling Hills Of Hammond LLC 994 200`h St. CST-POWTSM NW1/4,SW1/4,S29,T28N,R17W Baldwin, WI 54002 Lic. #248956 Town of Hammond, St Croix Co. Direct 715-760-0347 Rolling Hills Farm Lot 51 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' I = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe ❑ = Borings Boring Elevations BI = 100.60 ft B2 = 100.60 ft B3 = 98.00 ft SE co r n ~ r- B4 = 0.00 ft air yo' 9r 31` -7b' qj,~,75~~ sz` S~ • S1~6