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Home My WebLink About018-1020-30-000 LOT 11 (2)RECEIVED 1\rnsi, S!AL I'.�CO1 A REPORT #1681 Department of Comm rce MAY 1 1 20054accoarnce P with Comm 85, Wis. Adm. Code Page of 3 Division of Safety and uildin s Steel's Soil Service, Inc. F. CROIX COUNTY County Attach complete site plan n pape�t�f��(I� x 11 i hes in size. Plan must St. Croix include, but not limited to: percent slope, scale or dimensions, north arrow, and location oint (BM), direction and and distance to nearest road. Parcel I.D. 0 ing ;1 drint Please P all information.pp� Revie By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 5 5 Property Owner Property Location Bast, Kernon Govt. Lot na SE 1 , NW1A 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 _ j Town Nearest Road Hudson WI 1 54016 1 715-386-7775 Hammond Cty Rd T j New Construction Use: F 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 102.45ft sed on contour line elevation 101.45ft. and recommendations: 1 Boring # Boring Pit Ground surface elev. 101.95 ft. Depth to limiting factor 42 -/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 1 0-7 10yr3/2 none sl 2msbk mfr cs if .6 1.0 2 7-20 10yr4/4 none scl 2msbk mfr gw na .4 .6 3 20-35 7.5yr4/4 none Is osg mvfr cs na .7 1.6 4 35-42 5yr4/4 none sl om mfi cs na .2 .6 5 42-62 10yr4/4 c1d 7.5yr5/6 sl om mfi na na .2 .6 2 Boring # H Boring 1:Pit Ground surface elev. 101.95 ft. Depth to limiting factor 30 ✓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 1 2 0-9 9-19 10yr3/2 none none I scl 2msbk 2msbk mfr mfr cs if .6 1.0 .6 10yr4/4 gw na .4 3 19-30 7.5yr4/4 none sl om om mfr gw na .2 .6 .0 4 30-54 5yr4/4 f1f 7.5yr5/6 sc mfi cs na .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 CST Name (Please Print) Signature: David J. Steel Address Steel's Soil Service, Inc 994 200th St. Baldwin, WI 54002 * Effluent #2 = BOD5 <30 mg/L and TSS <30 mg/L CST Number 248956 Date Evaluation Conducted Telephone Number 5/2/2005 715-760-0347 SBD-8330 (R.07/00) A Property Owner Bast, Kernon Parcel ID # Pending 3 Boring # Boring Pit Ground surface elev. 99.65 ft. Depth to limiting factor 49 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/ftZ *Eff#1 *Eff#2 1 0-14 10yr3/2 none A 2msbk mfr Cs if .6 1.0 2 14-34 10yr4/4 none Sid 2msbk mfr gw na .4 .6 3 34-60 7.5yr4/4 none Cos osg mfr na na .7 1.6 Horizon #3 is has water running in at 49". Boring # [—] Boring n Pit Ground surface elev. ft. Depth to limiting factor in. ISoil AmAication 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 F] 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 * 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 Kernon Bast 994 200t' St CST-POWTSM SE1/4,NW1/4,S10,T29N,R17W Baldwin, W154002 Lic. #248956 Town of Hammond, St. Croix Co. Cell(715) 760-0347 Girard Creek Preserve Fax.(715) 684-3449 Lot 11 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 0kgend = 40' Benchmark Ele. 100.00 ft ►p of 3/4" pvc pipe Alt Benchmark Ele. 98.65 ft ►p of 3/4" pvc pipe Borings Boring Elevations B1 = 101.95 ft B2 = 101.95 ft B3 = 99.65 ft B4 = 0.00 ft �-e7 N 3of3 4.3 ,:. _ •� 1.4 7P t x �. - PIZ .1 1090.3 ' -084.8 r . • ..""` "'.�" • . 4 - "'""`err. - - � , l . 1.97 T 4 � ' /ram/j` ��5� - - y��•f'�•��+.�, f -. yiJ �{ / +•+� eiw•" mow• tpopOF __ .• 1.• _ I ; ` - ' may. loolp 100*0 Ito - lb � ' • X*7&4 F041PRO a Of 090 Iy f : `1 t 12 • - ' �• f -� y �#67