The URL can be used to link to this page

Home My WebLink About018-1020-30-000 LOT 09RECEIVE • - MAY 1 1. 2� �ILi bATION REPORT #1679 isconsin Department of Commerc i co . . rdarlce with Comm 85, Wis. Adm. Code Page 1 of 3 ST. CROIX C0� Steel's Soil Service, Inc. Division of Safety and Bui ings ZONING OFFICE County Attach complete site plan on paper not less than 8'/2 x 11 inches in size. Plan must 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. 0(1'V-C)570 P nding Please print all information. Reviewed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ds 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. g na Girard Creek Preserve City State Zip Code Phone Number ❑ City [❑ Village Town Nearest Road Hudson WI 54016 715-386-7775 Hammond Cty Rd T ❑j 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 96.50ft based on contour line 90<1101ft. and recommendations: 1 Boring # Boring / ❑❑ Pit Ground surface elev. 94.40 ft. Depth to limiting factor 33 ✓ in. Soil Application Rate Horizon Depth Dominant Color Redox Description in. Munsell Qu. Sz. Cont. Color Texture Structure Consistence Gr. Sz. Sh. Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-9 10yr3/1 none 2 9-17 10yr4/4 none 3 17-33 7.5yr4/4 none 4 33-60 7.5yr4/4 none sil 2msbk 2msbk 2msbk mfr mfr cs cs gw if na .6 .4 .8 .6 1.0 .6 Sid sl scl mfr na .6 om mfi na na .2 2 Boring # Boring ❑❑ Pit Ground surface elev. 94.40 ft. Depth to limiting factor 31 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture in. Munsell Qu. Sz. Cont. Color Structure Consistenc Gr. Sz. Sh. Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-9 2 9-17 3 17-31 4 ❑ 31-50 10yr3/1 10yr4/4 7.5yr4/4 10yr5/6 none A none Sid 2msbk 2msbk 2msbk om mfr mfr mfr mfi cs is .6 .4 .8 .6 .6 .0 cs 1c none scl c1d 7.5yr5/6 sc gw na .4 na na .0 * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = B0D5 <30 mg/L and TSS <30 mg/L CST Name (Please Print) Sign ture- 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 SL IM-3,30 (R 07'00) Property Owner Bast, Kemon Parcel ID # Pending 0 3 Boring # Boring Pit Ground surface elev. 95.70 ft. Depth to limiting factor 33 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 *EfW 1 0-9 10yr3/1 none A 2msbk mfr cs if .6 .8 2 9-18 10yr4/4 none sid 2msbk mfr gw na .4 .6 3 18-33 7.5yr4/4 none scl 2msbk mfr Cs na .4 .6 4 33-52 7.5yr4/4 c2d 7.5yr5/6 sl om mfr cs na .2 .6 5 52-72 5yr4/4 none scl om mfr na na .0 .0 Boring # Boring n Pit Ground surface elev. ft. Depth to limiting factor 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/ftz *Eff#1 *Eff#2 Boring # Boring FI Pit Ground surface elev. ft. Depth to limiting factor 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, Irx. STEEL'S SOIL SERVICE INC. David J. Steel Kennon Bast 994 200t' St. CST-POWTSM SE1/4,NW1/4,S10,T29N,R17W Baldwin, W1 54002 Lic. 4248956 Town of Hammond, St. Croix Co. Cell(715) 760-0347 Girard Creek Preserve Fax.(71 S) 684-3449 Lot 9 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 1" = 40' ♦ = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 99.40 ft Top of 3/4" pvc pipe = Borings Boring Elevations B 1 = 94.40 ft B2 = 94.40 ft B3 = 95.70 ft B4 = 0.00 ft wn 5�P` y?,5a{r 8v 1-71 r N 3of3 3'