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Home My WebLink About038-1030-50-000 1411 SOIL EVALUATION REPORT Page 1 of 4 Wisconsin Department of Commerce Steel's Soil Service Inc. Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code County Attach complete site plan on paper not less than 8'%x 11 inches in size. Plan must St. Croix include,but not limited to:veical and horizontal reference point(BM) direction and Parcel I.D.0 percent slope,scale or dimensions,north arrow,and location and distance to nearest road. O Cum W� Please print all information. Review By Date :r, ^ Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). Property Owner /— Property location �� Vogel, Brian 4.0 Govt.Lot na SE 1/4 SE 1/4 S 7 T 31 N R 18 W Property Owner's Mailing Address # �E na ck# Subd.Na 1705 Victoria Rd.So. v/�� 1 Concept On 35 Acre City State Zip Code Phone Number __j City j Village le Town pl/ brr �f�� S MN 1 55118 1 651-452 4523 Star Prairie 220Th Ave New Construction Use: i0l Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement I Public or commercial-Describe:na Parent material Ground and end moraines,pitted glaical drift Flood plain eleva on,if applicable na General comments and recommendations: Mound Design,system elevation 101.30ft based on contourline elevation 99.80ft. Boring# Boring 1/ Pit Ground Surface elev. 98.00 ft. Depth to limiting factor 18 in. Soil Application Rate Horizon I Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 PD/ftlEff#2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 1 0-6 10yr3/2 none I 2msbk mfr cs 1f .6 .8 2 6-18 10yr4/4 none sicl 2msbk mfr gw 1vf .4 .6 3 18-60 5yr4/4 none sl/scl om mfi na na .0 .0 Boring# - Boring Pit Ground Surface elev. 98.00 k Depth to limiting factor 36 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ,E �PD/ft.EH#2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 1 0-10 10yr3/2 none I 2msbk mfr cs 2f .6 .8 2 10-26 10yr4/4 none sicl 2msbk mfr cs 1f .4 .6 3 26-36 5yr4/4 none scl 2msbk mfr gw na .4 ..6 4 36-60 5yr4/4 c2d 7.5yr5/6 sl om mfi na na .2 .6 Effluent#1 =BOD?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 1564 CR GG,New Richmond,WI 54017 4/10/2004 715-246-5085 1 Parcel #: 038-1030-50-000 06/21/2007 11:10 AM PAGE 1 OF 1 Alt. Parcel#: 7.31.18.142A 038-TOWN OF STAR PRAIRIE Current X ST. CROIX COUNTY,WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type 00 0 Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner O-US FISH&WILDLIFE SERVICE,KAY HONETSCHLAGER KAY HONETSCHLAGER US FISH &WILDLIFE SERVICE BHW FED BLDC., 1 FED DR FORT SNELLING MN 55111-4056 Districts: SC =School SP=Special Property Address(es): "=Primary Type Dist# Description SC 5432 SOMERSET SP 1700 WITC Legal Description: Acres: 32.000 Plat: N/A-NOT AVAILABLE SEC 7 T31 N R1 8W 32A SE SE EXC W 528 FT Block/Condo Bldg: OF S 660 FT Tract(s): (Sec-Twn-Rng 401/4 1601/4) 07-31N-18W Notes: Parcel History: Date Doc# Vol/P a Type 07/27/2006 830709 WD 07/23/1997 11 WD 07/23/1997 1076/625 WD 07/23/1997 839/419 2007 SUMMARY Bill#: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 10/13/2004 Description Class Acres Land Improve Total State Reason PRODUCTIVE FORST LANDS G6 32.000 160,000 0 160,000 NO Totals for 2007: General Property 32.000 160,000 0 160,000 Woodland 0.000 0 0 Totals for 2006: General Property 32.000 160,000 0 160,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch#: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 1409 SOIL EVALUATION REPORT Page 1 of 4 Wisconsin Department of Commerce Steel's Soil Service Inc. Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code County Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must St.Croix include,but not limited to:vertical and horizontal reference point(BM),direction and Off ` percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D. V 0 (y — Please print all information. Reviewed By Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). Property Owner Property Location Vogel, Brian Govt.Lot na SE 1/4 SE 1/4 S 7 T 31 N R 18 W Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# I e�r N Yr`lt 1705 Victoria Rd. So. na na Concept City I/ State Zip Code Phone Number City _j Village t/ Town Nearest Road �11&Al� r OA }��l f� MN 55118 1 651-452 4523 1 Star Prairie 1 220Th Ave f/ New Construction Use: a Residential/Number of bedrooms 0 Code derived design flow rate 0 GPD Replacement __} Public or commercial-Describe: Parent material Ground and drift Flood plain elevation,if applicable na General commeCions: S'e " �� and recommend el minary Borings for 35 acres of keith Vogel t t4 IWI,(k 7/1 D� Boring# -j Boring 1� Pit Ground Surface elev. na ff. Depth to limiting factor 84 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E GPDfft'Eff#2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 1 *29-84 10yr3/2 none I 2msbk mfr cs 2f .6 .8 2 10yr3/4 none scl 2msbk mfr gw na .4 .6 3 5yr4/4 none sl om mfi na na 2 6 Fi-1 Boring# _ Boring e Pit Ground Surface elev. na ft. Depth to limiting factor 21 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E GPD/ft"Eff#2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 1 0-8 10yr3/2 none I 2msbk mfr cs 2f .6 .8 2 8-21 10yr3/4 none sl 1msbk mfr cs if 4 •7 3 21-26 10yr414 c1 d 7.5yr5/6 sl 1 msbk mvfr cs na 4 7 4 26-82 5yr4/4 f2d 7.5yr5/6 scl 2msbk mfr na na .4 .6 Effluent#1 =BOD 5>30<220 mg/L and TSS>30<150 mg/L Effluent#2=BODS<_30 mg/L and TSS<30 mg/L CST Name(Please Print) ✓' Signatur CST Number -_. David J. Steele 248956 Address Steel's Soil Service Inc. Date Evaluation Conducted Telephone Number 1564 CR GG,New Richmond,WI 54017 4/9/2004 715-246-5085 1412 Wisconsin Departm int of Commerce SOIL EVALUATION REPORT page 1 of 4 Division of Safety ar J Buildings ccord` nce with Comm 85,Wis.Adm.Code Steel's Soil Service Inc. Attach comple site plan on paper not less than 8'%x i1 inches in size. Plan must County include,but n limited to:vertical and horizontal referejce point(BM),direction and St. Croix percent slope, cale or dimemsions,•north arrow,and Ic�cation and distance to nearest road. Parcel I.D. 03 Please pant all information. Reviewed By Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). Property Owner Property Location Vogel, Brian Govt.Lot na SE 1/4 SE 1/4 S 7 T 31 N R 18 W Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# 1705 Victoria Rd. So. 11 na Citv State Zip Code Phone Number City Village A�k�k��fS � tY _f 9 1� Town Nearest Road MN 1 55118 1 651-452 4523 Star Prairie 1 220Th Ave i�New Construction Use: yJ Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement J Public or commercial-Describe:na Parent material Ground and end moraines, pitted glaical drift Flood plain elevation,if applicable na General comments and recommendations: Mound design, system elevation 98.43ft based on contourline elevation 97.1 Oft. Boring# I Boring 16 Pit Ground Surface elev. 98.10 ft. Depth to limiting factor 24 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 0-11 10yr3/2 none I 2msbk mfr cs 1f .6 .8 2 11-24 10yr5/4 none sl 2msbk mfr cs na .6 1.0 3 24-60 5yr4/4 c2d 7.5yr5/6 scl om mfr na na .0 .0 Boring# I Boring Fi-1 f/ Pit Ground Surface elev. 98.10 ft. Depth to limiting factor 28 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. -Eff#1 "Eff#2 1 0-9 10yr3/2 none I 2msbk mfr cs 1f .6 .8 2 9-28 10yr5/4 none sl 2msbk mfr cs na .6 1.0 3 28-55 5yr4/4 c2d 7.5yr5/6 sl om mfr na na .2 .6 " Effluent#1 =BODS>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) Sig to CST Number David J. Steel 248956 Address Steel's Soil Sery Date Evaluation Conducted Telephone Number 1564 CR GG,New Richmond,WI 54017 4/10/2004 715-246-5085 Property Owner Vogel, Brian Parcel ID# pending Page 2 of 4 3] Boring# Boring 1I Pit Ground Surface elev. 96.10 ft. Depth to limiting factor 20 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD/ft= in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-8 10yr3/2 none I 2msbk mfr cs 1f .6 .8 2 8-20 10yr5/4 none sl 2msbk mfr cs na .6 1.0 3 20-48 5yr4/4 c2d 7.5yr5/6 sl om mfr na na .2 .6 F-1 Boring# J Boring J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 F-1 Boring# Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 *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. Page 3 of 3 STEEL'S SOIL SERVICE INC. David J. Steel 1564 Cty Rd GG CST-POWTSM Brian Vogel New Richmond,WI 54017 Lic. #248956 SE1/4,SE1/4,S7,T31N,R18W Bus.(715)246-6200 Town of Star Prairie,St.Croix Co. Fax.(715)246-9372 35 Acres,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 time the soil test was conducted. Legend 1"=40' ♦ =Benchmark Ele. 100.00Ft Top of 3/4"pvc pipe •=Alt Benchmark Ele. 100.50Ft Top of 3/4"pvc pipe ❑ =Borings Boring Elevations BI =98.1017t B2=98.10Ft B3 =96.10Ft B4=00.0017t 144-- _ o i / 4 3 � le,� s' 13 2 S/�