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Home My WebLink About018-2019-07-000 (2) VIS"nSin ' #1925 SOIL EVALUATION REPORT 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 location and distance to nearest road. Parcel I.D. Please print all information. Reviewe4 BOW vat Personal information you provide may be use for seEEGcy La s. 15.04 (1) (m)). ( 6 Property Owner P perty Location - Rolling Hills Of Hammond LLC. G vt. Lot na SE1/4, SW1/4, S29, T29N, R17W Property Owner's Mailing Address Lc t # Block # Subd. Name or CSM# IX COUNTY( 400 2nd st ST. CRO 7 na Rolling Hills Farm se¢ ~ooL S City State Zi Code Phone Number City ❑ Village ❑ Town Nearest Road Hudson WI 54016 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 100.68ft based on contour line elevation 99.60ft.. Minimum of 13 inches and recommendations: of ASTM C33 mound sand. I&A a Boring # ❑ Boring ❑ Pit Ground surface elev. 99.80 ft. Depth to limiting factor 30 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-11 10yr3/1 none sil 2msbk mfr cs if .6 .8 2 11-30 10yr4/4 none sicl 2msbk mfr cs 1vf .4 .6 3 30-42 7.5yr4/4 f2d 7.5yr5/6 sl om na cs na .2 .6 4 42-50 7.5yr4/4 c1d 7.5yr5/6 scl om na na na .0 .0 Boring # ❑ Boring ❑ Pit Ground surface elev. 99.80 ft. Depth to limiting factor 24 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary tRoots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-11 10yr3/1 none sil 2msbk mfr cs .6 .8 2 11-16 10yr4/4 none sicl 2msbk mfr gw .4 .6 3 16-24 7.5yr4/4 none grsl om mfr gw na .2 .6 4 24-45 7.5yr4/4 cld 7.5yr5/6 sl/Is om na cs na .2 .6 5 45-50 5Yr4/4 c2d 7.5Yr5/6 Cl om na na na .0 .0 * Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 s30 mg/L and TSS S.30 mg/L CST Name (Please Print) Signa e: 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 SsD-8330 (x.07i00) Property Owner Rolling Hills Of Hammond LLC. Parcel ID # Pending Page 2 of 3 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. 98.30 ft. Depth to limiting factor 23 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 0-11 10yr3/1 none Sil 2msbk mfr CS if .6 .8 2 11-23 10yr4/4 none sicl 2msbk mfr cs if .4 .6 3 23-31 7.5yr4/4 f2d 7.5yr5/6 SI om na gw na .2 .6 4 31-50 5yr4/4 c2d 7.5yr5/6 cl 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/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2 F-1 Boring # ❑ Pit Boring 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 a 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 ' STEEL'S SOIL SERVICE 3 of 3 David J. Steel Rolling Hills Of Hammond LLC 994 200t" St. CST-POWTSM SE1/4,SW1/4,S29,T28N,R17W Baldwin, WI 54002 Lic. #248956 Town of Hammond, St Croix Co. Direct 715-760-0347 Rolling Hills Farm Lot 7 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. 99.90 ft ❑ Top of 3/4" pvc pipe = Borings Boring Elevations BI = 99.80 ft B2 = 99.80 ft B3 = 98.30 ft q B4 = 0.00 ft 57, 13 7 77 371 B3 5 'ak