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Home My WebLink About018-2019-46-000 (3) #1861 vVi$ resin SOIL EVALUATION REPORT Page 1 of 3 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Steel's Soil Service Division of Safety and Buildings County Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and parcel I.D. ~(f(3~ percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all informa " Re iewed Dat Personal information you provide may be used for purpose (Privacy Law, s. 15.04 (1) (m)). LLl~vtin. Property Owner t Property Location Rolling Hills Of Hammon C.~ Q6 Govt. Lot na NW1/4, SW1/4, S29, T29N, R17W Property Owner's Mailing Add ss 1 Lot # Block # Subd. Name or CSM# 400 2nd st 46 na Rolling Hills Farm 7"W City S to Zip CoCj% one er ❑ City Village Z Town Nearest Road Hudson 5406 5-386-0230 Hammond 160Th St ❑ New Construction Use: ❑ ential /Number of bedrooms 4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: na Flood plain elevation, if applicable na ft. Parent material Silty sediment and underlying reddish sandy loam till General comments Mound design, system elevation 101.05ft based on contour line elevation 99.45ft. Minimum 19 inches of and recommendations: ASTM C-33 Mound sand. Boring # ❑ Boring ❑ Pit Ground surface elev. 100.55 ft. Depth to limiting factor 17 in. Soil Application Rate F Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#2 0-8 10yr3/2 none I 2msbk mfr cs if .6 .8 8-17 5yr4/4 none Sid 2msbk mfr cs lvf .4 .6 3 17-36 10yr5/8 c2d 7.5yr5/6 tsSid om na cs na .0 .0 4 36-120 10yr6/6 none s osg ml na na .7 1.6 F21 Boring # Boring ❑ Pit Ground surface elev. 100.55 ft. Depth to limiting factor 17 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ftl in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-8 10yr3/2 none I 2msbk mfr cs if .6 .8 2 8-17 5yr4/4 none scl 2msbk mfr cs na .4 .6 3 17-36 10yr5/8 f2d 7.5yr5/6 sil om na cs na .0 .2 4 36-120 10yr6/6 fif 7.5yr5/6 Is osg mvfr na na .7 1.6 Effluent #1 = BOD 5> 30 < 220 mg/L a _ L * Effluent #2 = BOD5 < 30 mg/L and TSS S.30 mg/L CST Name (Please Print) Signature: 1 CST Number David J. Steel 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 5/5/2006 715-760-0347 Ir'l r SBD-8330 (R.07/00) Ppoperty Owner Rolling Hills Of Hammond LLC. Parcel ID # Pending Page 2 of 3 j F Boring # ❑ Boring ❑ Pit Ground surface elev. 97.55 ft. Depth to limiting factor 18 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 1 0-8 10yr3/2 none I 2msbk mfr cs if .6 .8 2 8-18 10yr4/4 none scl 2msbk mfr gw na .4 .6 3 18-56 10yr5/8 f2d 7.5yr5/6 Is osg mvfr cs na .7 1.6 4 56-80 10yr6/6 c2d 7.5yr5/6 Is osg mvfr na na .7 1.6 Horizon #4 has 7.5yr5/6 staining 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#1 •Eff#2 F-1 Boring # ❑ Boring h to limiting factor in. El pit Ground surface elev. ft. Dept Soll 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 * 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 5011 Service STEEL'S SOIL SERVICE 3 of 3 David J. Steel Rolling Hills Of Hammond LLC 994200 th 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 46 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. 99.75 ft Top of 3/4" pvc pipe ❑ = Borings Boring Elevations B1 = 100.55 ft B2 = 100.55 ft B3 = 97.55 ft B4 = 0.00 ft C~ 5-7,0 6 w r r or 44- y(.