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Home My WebLink About038-1241-06-000 RECEIVE[ #1780 � L E U ION REPORT Department of Comma' in accorda w Co 85,Wis.Adm.Code Page 1 of 3 Division of Safety it ings ST.CROIX COUNTY' Steel's Soil Service,Inc. _-� Attach complete site plan on p per note I ' IC in size. an must County St.Croix include,but not limited to:verti n horizontal reference point(BM),direction and O 3 percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D. Please print all information. Ry Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). Property Owner Property Location TTR Development, LLC Govt.Lot na SE1/4, W1/4,S17,T31N, R18W Property Owner's Mailing Address Lot# I Block# Subd.Name or CSM# 775 Prairie Center Dr. 160 Flagship Corporate Dr 6 na Hidden Ponds City State Zip Code Phone Number City ❑Village ® Town Nearest Road Eden Prairie MN 1 55344 1 952-746-2707 Star Prairie I 216Th St ❑New Construction Use: Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD ❑Replacement ❑ Public or commercial-Describe: na Parent material End moraines and ridges of ground morarines Flood plain elevation,if applicable na ft. General comments Mound design,system elevation 98.1 Oft based on contour line elevation 97.1 Oft. and recommendations: --- F 1-1 Boring# ❑Boring ®pit Ground surface elev. 98.10 ft. Depth to limiting factor 45 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff42 1 0-4 10yr3/1 none I 2msbk dfr cs 2c .6 .8 2 4-23 10yr4/4 none sl 2msbk dfr a 1c .6 1.0 3 23-45 5yr4/4 none sl om dfr cs na .2 .6 4 45-60 7.5yr4/4 c2d 7.5yr5/6 Is osg mvfr na na .7 1.6 F Borng# ❑Boring ®pg Ground surface elev. 98.10 ft. Depth to limiting factor 30 % in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-4 10yr3/1 none I 2msbk mfr a 2c .6 .8 2 4-30 10yr4/4 none sl 2msbk dfr di is .6 1.0 3 30-60 5yr4/4 c2d 7.5yr5/6 sd om mfr na na .0 .0 "Effluent#1=BOD?30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<30 mg/L and TSS S.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 8/23/2005 715-760-0347 OD-8330M.07/00) 4 Pro perty owner TTR Development,LLC Parcel ID# pending Page 2 of 3 FilBoring# Boring /in.pit Ground surface elev. 93.70 ft. Depth to limiting factor 30 Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fl2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-4 10yr3/1 none I 2msbk mfr a 2c .6 .8 2 4-30 10yr4/4 none SI 2csbk dfr cs lc .6 1.0 3 30-60 5yr4/4 f1d 7.5yr5/6 sl om mfr na na .2 .6 F-1 Boring# Boring Pit Ground surface elev. ft. Depth to limiting factor in. Sail Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *EM12 F-1 Boring# �Boring Ll Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth I Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Efl#1 *EM *Effluent#1=BOD5>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. SB"330(8.07/00) Steel's Soil Service,Inc. STEEL'S SOIL SERVICE INC. 3 of 3 David J. Steel TTR Development, LLC. 994200 th St. CST-POWTSM SE1/4,NW1/4,S17,T31N,R18W Baldwin, Wl 54002 Lic. #248956 Town of Star Prairie,St.Croix Co. Direct 715-760-0347 Hidden Ponds Lot, 6 Fax 715-684-3449 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 N 1"=40' =Benchmark Ele. 100.00 ft Top of 3/4"pvc pipe • =Alt Benchmark Ele. 99.90 ft ❑ Top of 3/4"pvc pipe =Borings Boring Elevations B1 = 98.10 ft B2= 98.10 ft B3= 93.70 ft B4= 0.00 ft t7a dv-) `�` °f7 74 F � 0 32 °1 67t r . L � n O7 ` • cam. ` : x- jrz cjl .` 41 CO �i X ... � c 33' 4 3,o , � j Qo ``/ x o J: w _y..,.. .............. � �; is• / N 'p � � •�• Ut W XP Cil R '� UO Ul CA 1 Y.7 ' rn C' -C O 6 266.85' v . "N CD L