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Home My WebLink About018-2019-33-000 ~ P I'hems' n SOIL EVALUATION REPORT #1922 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 locati nd distance to nearest road. Parcel I.D. Q / rullumv Please print all inf Revie d B Date Personal information you provide may be qrs eti purposes ( ivacy Law, s. 15.04 (1) (m)). 0 Property Owner V 046 Property Location Rolling Hills Of Hammond L \C. g 1 Govt. Lot na NE1/4, SW1/4, S29, T29N, R17W Property 400 2nd {Hers Mailing Addres 0\~GOVN~ Lot 33 Block # Rolling Subd. aHills Farm # 3 3 - -3 y- 3 City Stat Zip OW P umber City Village ❑ Town Nearest Road Hudson WI 5 715-386-0230 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 Mound design, system elevation 100.25ft based on contour line elevation 99.65ft. Minimum of 6 inches of and recommendations: ASTM C33 mound sand. F-11 Boring # ❑ Boring Pit Ground surface elev. 99.65 ft. Depth to limiting factor 71 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 0-10 10yr3/2 none sil 2msbk mfr cs lvf .6 .8 2 10-29 10yrr4/4 none sl 2msbk mfr gw if .4 .6 3 29-43 10yr4/4 none sl om mfr gw na .6 1.0 4 43-71 10yr6/6 none Is osg ml cs na .7 1.6 5 71-96 10yr6/6 c2d 7.5yr5/6 Is osg mvfr na na .7 1.6 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#1 *Eff#2 1 0-9 10yr3/2 none sil 2msbk mfr cs 1vf .6 .8 2 9-17 10yr4/4 none scl 2msbk mfr gw 1vf .4 .6 3 17-28 10yr4/4 none sl 2msbk mfr gw na .6 1.0 4 28-60 10yr4/4 c1d 7.5yr5/6 sl om na gw na .2 .6 5 60-79 10yr6/6 c2d 7.5yr5/6 Is osg mvfr gw na .7 1.6 6 79-86 5yr6/6 c2d 7.5yr5/6 scl om na na na .0 .0 * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 S30 mg/L and TSS < 30 mg/L CST Name (Please Print) ~y nature:- CST Number David J. Steel - 248956 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 Fi-1 Boring # ❑ Boring ❑ Pit Ground surface elev. 97.05 ft. Depth to limiting factor 32 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 0-10 10yr3/1 none sil 2msbk mfr cs lvf .6 .8 2 10-22 10yr4/4 none scl 2msbk mfr gw 1Vf .4 .6 3 22-32 7.5yr4/4 none sl 2msbk mfr gw na .6 1.0 4 32-48 5yr4/4 c1d 7.5yr5/6 SCI om na cs na .0 .0 5 48-84 7.5y4/6 none ms osg ml gw na .7 1.6 6 84-86 5yr4/4 c2d 7.5yr5/6 scl om na na na .0 .0 ❑ 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 ❑ 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 * Effluent #1 = BODS> 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 altemate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (R.07/00) Steel's Soil Service v • STEEL'S SOIL SERVICE 3 of 3 David J. Steel Rolling Hills Of Hammond LLC 994200 th St. CST-POWTSM NE1/4,SW1/4,S29,T28N,R17W Baldwin, WI 54002 Lic. #248956 Town of Hammond, St Croix Co. Direct 715-760-0347 Rolling Hills Farm Lot 33 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. 100.05 ft Top of 3/4" pvc pipe ❑ = Borings Boring Elevations vy" u l BI = 99.65 ft B2 = 99.65 ft `7f Iv B3 = 97.05 ft Tfor 134 = 0.00 ft L