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Home My WebLink About018-1020-30-000 LOT 11v l Ni,� Si1LVALUATION REPORT #1681 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of - 3 Division of Safety and Buildings Steel's Soil Service, Inc. Attach complete site plan on paper not less than 8'/2 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. �i/�—l� enrin —� Please print all information. Reviewed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Bast, Kernon Govt. Lot na SE1/4 NW1/4, S10, T29N, R17W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 948 Labarge Rd. 11 na Girard Creek Preserve City State Zip Code Phone Number City ❑ Village ® Town Nearest Road Hudson WI 54016 715-386-7775 Hammond i Cty Rd T New Construction Use. ® Residential / Number of bedrooms 4 Code derived design flow rate 600 - GPD Replacement ❑ Public or commercial - Describe: na Parent material Till Plains of end moraines and ground moraines. Flood plain elevation, if applicable _ na ft. General comments Mound design, system elevation 105.45ft based on contour line elevation 104.45ft. and recommendations: - I 5 1 Boring # Ground surface elev. 101.95 ft. Depth to limiting factor 42 in. Soil ICI - -- - - _ Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Texture Qu. Sz. Cont. Color Structure Gr. Sz. Sh. Consistence Boundary Roots - GPD/ft2 *Eff#1 *Eff#2 1 0-7 2 7-20 3 20-35 4 35-42 5 42-62 10yr3/2 none none none none c1d 7.5 r5 6 sl 2msbk mfr cs gw cs cs na if na .6 .4 1.0 .6 10yr4/4 7.5yr4/4 5yr4/4 10yr4/4 Sd 2msbk osg mfr Is mvfr mfi mfi na .7 .2 1.6 sl om om na .6 sl na .2 .6 I ) 1 R^rinri 4+ 1-1 —v, 'y 11 Ground surface elev. 101.95 ft. Depth to limiting factor 30 �, in. ® -_ p 9 - 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 I 2msbk mfr cs 1f .6 1.0 2 9-19 10yr4/4 none scl 2msbk mfr gw na .4 .6 3 19-30 7.5yr4/4 none sl om mfr gw na .2 .6 4 30-54 5yr4/4 f1f 7.5yr5/6 ' sc om mfi cs na .0 .0 5 54-96 10yr4/4 none grcos osg mvfr na na .7 1.6 Horizon # 5 is wet. * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L CST Name (Please Prints �Siat re: CST Number David J. Steel L �/ - 248956 Address Steel's Soil Service, Date Evaluation Conducted Telephone Number c. 994 200th St. Baldwin, WI 54002 5/2/2005 715-760-0347 SBD-8330 (K.07/00) AV Property Owner Bast, Kernon Parcel ID # Pending 3 Boring # F� Depth to limiting factor N1 Ground surface elev. 1�4.G5 ft. , 26 In. Page 2 of 3 Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-7 10yr3/2 none sil 2msbk mfr cs 1f .6 .8 2 7-13 10yr4/4 none sicl 2msbk mfr cs na .4 .6 3 13-26 7.5yr4/4 none sl 2msbk mfr cs na .6 1.0 4 26-60 5yr4/4 c1d 7.5yr5/6 sl/sc om mfi na na .0 .0 Horizon 00nning in at 49". Boring # 1:1 Depth to limiting factor n Ground surface elev. ft. in Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 Boring # F-1 Depth to limiting factor n Ground surface elev. ft. ' in Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 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, Inc. If STEEL'S SOIL SERVICE INC. 3of3 David J. Steel Kennon Bast 994 200" St. CST-POWTSM SEl/4,NW1/4,S10,T29N,R17W Baldwin, WI 54002 Lic. #248956 Town of Baldwin, St. Croix Co. Direct 715-760-0347 Lot, 11 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. i Legend N 1„=40' b � 1 ♦ =Benchmark Ele. 100.00 ft r � � Top of 3/4" pvc pipe • =Alt Benchmark Ele. 99.45 ft ❑ Top of 3/4" pvc pipe / =Borings Boring Elevations B1 = 101.95 ft B2 = 101.95 ft B3 = 104.65 ft B4 = 0.00 ft 7-