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Home My WebLink About018-1020-30-000 LOT 01�r cons# OIL ELUATION REPORT #1671 U Page 1 of 3 Department of Commerce � �. accordance with Co m 85, Wis. Adm. Code g _ Division of Safety and Buildings OvN�� Steel's Soil Service, Inc. O�XC' F\G� County . Attach complete site plan on paper not le s thanc(z�C size. Plan must St. Croix include, but not limited to: vertical and horizontal re r oint (BM), direction and - percent slope, scale or dimensions, north arrow, �d tocation and distance to nearest road. Parcel I.D. (>i Pending Please print all information. Reviewe y Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 45 Property Owner Property Location , Bast, Kernon Govt. Lot na SE 1 /4, N 1 /41 S 10, T29N, R 17W 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 P Village 7.�j Town Nearest Road - Hudson WI 54016 1 715-386-7775 Hammond Cty Rd T j�j New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ❑ Rep lacement P � � 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 g[ade design. System elevation 104.55ft,based on contour line elevation 103.55ft and recommendations: 1 Boring # �7 Boring N pit Ground surface elev. 104.55 ft. Depth to limiting factor 51 in. Soil Application Rate Horizon Depth in. Dominant Color Munsell i Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-9 10yr3/ 1 none si I 2msbk mfr cs 1 if .6 .8 2 9-18 10yr4/4 3 18-34 7.5yr4/4 ---rt- 4 34 51 7.5yr4/6 fi 5 51-74 10yr8/3 none none none c2d 7.5yr5/6 scl grcos cos/sl ►andstonfj 2msbk osg om - residuum mfr mfr mfr mfr cs na .4 .6 1.6 .6 .0 gw na .7 gw na .2 na na .0 Z Boring # I Boring N Pit Ground surface elev. 104... ft. Depth to limiting factor 62 in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistenc Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-9 2 9-13 3 13-34 4 34-62 5 62-80 10yr3/1 none 10yr4/4 none 7.5 r4 4 none Y / 7.5yr4/6 none 10yr8/3 c2d 7.5yr5/6 I f scl cbcos g rcos ,andstonE 2msbk 2msbk o 59 osg residuum mfr mfr mfr mfr mfr cs 11f .6 .8 .6 1.6 1.6 .0 cs na .4 9 w na .7 gw na .7 na na .0 * 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 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 s Property Owner Bast, Kernon Parcel ID # _ Pending Page 2 of 3 3 Boring ✓ Boring # I - I Soil Application Rate Pit Ground surface elev. 102.35 eft. Depth to limiting factor 64 in. 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 0-8 10yr3/1 none I 2msbk mfr cs 11f .6 .8 2 8-26 10yr4/4 none scl 2msbk mfr cs na .4 .6 3 26-64 7.5yr4/6 none grcos osg mfr gw na .7 1.6 4 64-84 5yr4/4 wet scl om mfr gw na .0 .0 Boring# Boring ft. Depth to limiting factor (� Pit Ground surface elev. , 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 Boring # [-] Boring Ig n Pit Ground surface elev. ft. Depth to limiting factor 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 = 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 Sal Service, Inc. STEEL'S SOIL SERVICE INC. 3of3 David J. Steel Kennon Bast 994 200th St. CST-POWTSM SE 1/4,NW 1/4,S 10,T29N,R17W Baldwin, Wl 54002 Lic. #248956 Town of Hammond, St. Croix Co. Cell(715) 760-0347 Girard Creek Preserve Fax.(715) 684-3449 Lot 1 This soit'evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The locittio 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. ki