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Home My WebLink About018-1020-30-000 LOT 08N A RECEIVED isconss S VALUATION REPORT #1678 Department of Com rce MAY 1 1 200 c wit om 5, Wis. Adm. Code Page 1 of 3 Division of Safety an Buildings 0 Steel's Soil Service, Inc. ST.L �IX OU �Y County Attach complete site plan on paper 2 x 11 i ches in size. Plan must St. Croix include, but not limited to point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. v� — ��a0 _ endingng Please print all information. } --- Revie By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 67 d c Property Owner Property Location Bast, Kernon Govt. Lot na SE1/ , NW1/4, S10, T29N, R17W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 948 Labarge Rd. 8 na Girard Creek Preserve City State Zip Code Phone Number 7! City Village Town Nearest Road Hudson WI 54016 715-386-7775 Hammond Cty Rd T 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. Sytem elevation 98.75ft based on contour line elevation 97.75ft and recommendations: -- { 1 Boring # Boring Pit Ground surface elev. 97.75 ft. Depth to limiting factor 48 in. Isoil Application Rate Horizon Depth j in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Consistenc Gr. Sz. Sh. ' Boundary Roots GPD/ft2 - *Eff#1 *Eff#2 1 0-10 10yr3/1 2 10-48 10yr4/4 3 48-96 5yr4/4 4 96-120 10yr4/6 none sil sl sl 2msbk mfr cs if .6 .8 1.0 .6 .0 none flf 7.5 rt5 6 / c2d 7.5yr5/6 2msbk om mfr gw na .6 mfr 9 w na .2 scl/sl om mfr na na .0 1 l 1 Rnrinn # II Boring Ground surface elev. 97.75 ft. Depth to limiting factor 54 in. Pit p 9 Soil Application Rate Horizon Depth Dominant Color in. Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Consistence Boundary Gr. Sz. Sh. Roots GPD/ft2 *Eff#1 *Eff#2 1 0-12 10yr3/1 12-30 10yr4/4 30-54 10yr4/4 54-86 10yr4/4 none none none c2d 7.5yr5/6 sil 2msbk 2msbk mfr cs if .6 .8 .4 .6 .2 .6 .2 .6 2 3 4 Sid mfr mfr gw cb na sl om om #5 is wet. na sl mfi na na Horizon * Effluent #1 = BOD _> 30 < 220 ma/L and TSS >30 < 150 ma/L * Effluent #2 = BOD- < 30 ma/L and TSS < 30 ma/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 Property Owner Bast, Kernon _ Parcel ID # _Pending } ❑ 3 Boring # Boring pit Ground surface elev. 96.35 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/ft2 *Eff#1 *Eff#2 1 0-8 10yr3/1 none SO 2msbk mfr cs 1f .6 .8 2 8-21 10yr4/4 none sicl 2msbk mfr cs na .4 .6 3 21-49 5yr4/4 none sl om mfr gw na .2 .6 4 49-60 5yr4/4 c2d 7.5yr5/6 sl om mfi na na .2 .6 Boring Boring# � 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 Boring # ❑ Boring Ig Pit Ground surface elev.._ ft. Depth to limiting factor in. [I-- 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 Soil Service, Inc. • STEEL'S SOIL SERVICE INC. David J. Steel Kennon Bast 994 200t' St. CST-POWTSM SE1/4,NW1/4,S10,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 8 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 Ill =40' ♦ = Benchmark Ele. Top of 3/4" pvc pipe N 100.00 ft 100.95 ft levations 75 ft 75 ft 35 ft 00 ft 3of3 � �V � • ., _ , i fir$: I 112S\ r � "2;`< � ` r••*�' .F. f .. - � � P .ate' �_� • b. 1074. rq AEFO PPX ►� 1 w. X l \ _ • S 1� � i ' low . 1079.2 r 4 X 1076.4 r L V 7.1 T ' # /4 �. E fit. ' •} ' 1� �•-- �1 / r "-�� f' 1076.3 t l f.2 , 1077•2 X 4 s "PW ' �"