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Home My WebLink About018-1020-30-000 LOT 02Frsx* �a Viscon #1672 v SOIL EVALUATION REPORT Department of Commerce in acco idan' ith Co m 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings MAC Steel's Soil Service, Inc. �( OUN-�Y County . Attach complete site plan on paper not le than ' ��Q�n� wkiz must St. Croix include, but not limited to: vertical and horizontal ,direction and -� percent slope, scale or dimensions, north arrow, a n and distance to nearest road. Parcel I.D. Pending Please print all information. Reviewed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ,S Z Property Owner Property Location Bast, Kernon Govt. Lot na SE1/4, NW /4, S107 T29N, R17W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 948 Labarge Rd. 2 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 ❑ P F-11 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. Sytem elevation 100.00ft based on contour line elevation 99.00ft. and recommendations: - - 1 Boring # ❑ Boring Pit Ground surface elev. - 99.00 ft. Depth to limiting factor 43 in. Soil Application Rate Horizon Depth Dominant Color in. Munsell Redox Description Texture Structure Consistence, Qu. Sz. Cont. Color Gr. Sz. Sh. Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 2 3 0-10 10yr3/1 none sil none sicl none scl 2msbk mfr 2msbk mfr 2msbk mfr 1 osg mfr om mfi - 1 #5 is wet cs 1f ! .6 na .4 na .4 na .7 .8 .6 .6 1.6 .0 10-22 22-33 10Y r4/4 10yr4/4 gw cs 4 33-43 ! 7.5yr4/4 5 43- 4 5yr4/4 none none ! cos sl/scl gw na na .0 Horizon Z Boring # L -. Boring Ground surface elev. 99.00 ft. Depth to limiting factor SS fn. [Soil A lication Rate Pit PP Horizon Depth Dominant Color in. Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Consistenc Gr. Sz. Sh. Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 2 3 4 0-22 22-36 10yr3/1 10 y / 4 7.5yr4/6 7.5yr4/6 none n n none sil 2msbk 2msbk mfr mfr cs if .6 .8 .6 1.6 1.6 scl cs na .4 36-55 55-75 none flf 7.5yr5/6 cos osg ml mvfr gw na .7 cos osg na na .7 Horizon #3 is wet. t:muent qf I = nuu�OU LLU mg/L ana I JJ you - IOU mg/L Cmuent fF/ = t5vuF Ju rnyiL ariu 1 JJ �- JU iiiyiL- ST Name (Please Print) �ignature-. - 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 Property Owner Bast, Kernon Parcel ID # Pending 3 Boring # i Boring pit Ground surface elev. 96.90 ft. Depth to limiting factor Page _ 2 _of 3 40 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 1 0-19 10yr3/1 none sil 2msbk mfr cs 1f .6 .8 2 19-40 10yr4/4 none sicl 2msbk mfr cs na .4 .6 3 40-60 5yr4/4 c2d 7.5yr5/6 scl om mfr gw na .0 .0 Horizon #3 is wet. Boring # Boring n Pit Ground surface elev. ft. Depth to limiting factor 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 # ❑ Boring 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 = 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, Inc. 3of3 STEEL'S SOIL SERVICE INC. David J. Steel Kennon Bast 994 200t" St. CST-POWTSM SE1/4,NW1/4,S10,T29N,R17W Baldwin, WI 54002 Lic. #248956 Town of Hammond, St. Croix Co. Cell(715) 760-0347 Girard Creek Preserve Fax.(715) 684-3449 Lot 2 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. Top of 3/4" pvc pipe • = Alt Benchmark Ele. Top of 3/4" pvc pipe = Borings N 100.00 ft Boring Elevations B 1 = 99.00 ft B2 = 99.00 ft B3 = 96.90 ft B4 = 0.00 ft 99.90 ft .R /) 00