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Home My WebLink About018-1020-30-000 LOT 01 (2)0 I � , isconsin SOIL EVALUATION REPO T #1671 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 County x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and --c percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. ((Pen in.0� --Gd� Pen in _ Please print all information. Reviewed B Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location G . Bast, Kernon Govt. Lot na SE1/4, NW /4, S10, T29N, W17W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 948 Labarge Rd. 1 na Girard Creek Preserve City State Zip Code Phone Number City Village ® Town Nearest Road Hudson WI i 54016 715-386-7775 Hammond Cty Rd T X 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 or AT grade design. System elevation 106.65ft,based on contour line elevation 105.65ft !� and recommendations: 1 Boring # ❑ X Ground surface elev. 104.55 ft. Depth to limiting factor 51 in. Isoil Application Rate Horizon Depth Dominant Color Redox Description in. Munsell Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistenc Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-9 10yr3/1 2 9-18 10yr4/4 3 18-34 7.5yr4/4 4 34-51 7.5yr4/6 5 51-74 10yr8/3 1 none none none sil 2msbk mfr cs llf .6 cs na .4 gw na .7 gw na .2 na na .0 .8 .6 1.6 scl g rcos cos/sl ;andstont 2msbk mfr mfr mfr mfr osg om residuum none c2d 7.5yr5/6 .6 .0 2 Boring # Ground surface elev. 104.55 ft. Depth to limiting factor 62 in. ISO-1 Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistenc in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 2 3 4 5 0-9 9-13 13-34 34-62 62-80 10yr3/1 none 10yr4/4 none 7.5yr4/4 none 7.5yr4/6 none 10yr8/3 c2d 7.5yr5/6 I scl cbcos grcos ;andston( 2msbk 2msbk osg osg residuum mfr mfr mfr mfr mfr cs cs gw gw na 11f na na na .6 .4 .8 .6 1.6 1.6 .0 .7 .7 na .0 * Effluent #1 = BOD _> 30 < 220 mq/L and TSS >30 < 150 mq/L * Effluent #2 = BOD_ < 30 mq/L and TSS < 30 mg/L CST Name (Please Print) Signature: CST Number David J. Steel 248956 Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 5/2/2005 715-760-0347 A SBD-8330 (R.07/00) Property Owner Bast, Kernon Parcel ID # Pending R F-1 3 Boring # Depth to limiting factor Ground surface elev. 106.25 ft. p 9 74 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 0-13 10yr3/1 none A 2msbk mfr cs 1f .6 .8 2 13-27 10yr4/4 none Sid 2msbk mfr cs 1vf .4 .6 3 27-40 10yr4/4 none scl 2msbk mfr gw na .4 .6 4 40-53 7.5yr4/4 none grsl om mfi cs na .2 .6 5 53-74 7.5yr4/4 wet grcos osg ml cs na .7 1.6 6 74-96 5yr4/4 c2d 7.5yr5/6 scl om mfr na na .0 .0 Boring # Depth to limiting factor ( -1 Ground surface elev. ft. ept , in. JSoil 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 # � Depth to limiting factor n Ground surface elev. ft. , in. ISoil 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 = BODS> 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. STEEL'S SOIL SERVICE INC. 3of3 David J. Steel Kernon Bast 994 200t" St. CST-POWTSM SE 1 /45NW 1 /45S 1 OIT29NIR 17W Baldwin, WI 54002 Lic. #248956 Town of Baldwin, St. Croix Co. Direct 715-760-0347 Lot, 1 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 III = 40' fs fit` i •-':3 .' _ - � _ R ., -We" • r • . ca - a�► :�'- � . R � �, ` 4t Opp •. dill • 000" �h awl Iasi. • I - • _ �. I • /. • •ir. •. '.fir •~ Ito z• t .. Jo .,, a } iJ ••;'�?• \ •j_ 4y ``` 1, - i - - �i i • 74* 4 A 00 • �`#411K xi �7 Acfm •l - � N - � ` � 1. , � -!w � • � lI • `` s • y� 74.4 kil �.. = f x000 N. : _