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Home My WebLink About030-2153-21-000 NVIsconsin SOIL EVALUATION REPORT #1457 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings Schmitt Soil Testing, Inc. County Attach complete site plan on paper not less than 8% x 11 mchesl~y ' Flan must St. Croix include, but not limited to: vertical and horizontal reference t B LL~ecti and percent slope, scale or dimensions, north arrow, and location a ( distant~etgfarest road. Parcel I.D. 21 Please P 19 .411 A-- 10, - EQ Review Date Personal information you provide may used p (P ' Law;'s`15.04 (1) (m)). - -4- 1.- Property Owner Property ovation Golden Harvest Capital, LLC DEC 13 2006 Govt. Lot SW1/4, 1/4, S20, T30N, R19W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 14906 Blakeney Road ST. CROIX COUNTY 21 Pioneer Ridge City Stat City Village E Town Nearest Road Eden Prairie MN 55347 (612)202-3234 St.Joseph 50Th St. ❑ New Construction Use: ❑ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Outwash Flood plain elevation, if applicable na ft. General comments and recommendations: Area is suitable for a conventional system with a 0.4gpd/sgft rating. Possible system elevation for Area 1 (step trenches) high trench 97.5', low trench 95.5'.- F-11 N Boring # ❑ Boring Pit Ground surface elev. 99.41 ft. Depth to limiting factor 115+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *EffQ 1 0-10 1Oyr3/3 none sil 2fsbk mfr as 2f,2vf .6 .8 2 10-19 10yr5/3 none sil 2fsbk mfr gw 1vf .6 .8 3 19-40 10yr4/4 none sil 3msbk mfr Cs .6 .8 4 40-48 10yr4/6 none fsl 2msbk mfr gw .4 .8 5 48-96 7.5yr4/6 none sl lmsbk mfr Cs .4 .7 6 96-115 10yr5/4 none grs Osg ml .7 1.6 4?- 9Za 11, 1 I l ' Boring # Boring Pit Ground surface elev. 99.46 ft. Depth to limiting factor 115+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *EffQ 1 0-10 10yr3/2 none sil 2fsbk mfr as 2f,2vf .6 .8 2 10-17 10yr5/3 none sil 2fsbk mfr gw 1vf .6 .8 3 17-34 10yr4/4 none sil 3msbk mfr gw 1vf .6 .8 4 34-46 10yr5/4 none sl 2msbk mfr gw .6 1.0 5 46-60 7.5yr4/4 none sl lmsbk mfr gw .4 ,7 6 60-115 7.5yr5/6 none s Osg ml .7 1.6 s L 59, SZ * Effluent #1 = BOD 5> 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 Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 8/2/2006 715-247-2941 SBD-8330 (1107/00) Property Owner Golden Harvest Capital, LLC Parcel ID # 21 Page 2 of 3 F3 ]Boring # ❑ Boring ❑ Pit Ground surface elev. 96.31 ft. Depth to limiting factor 110+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-14 10yr3/2 none sil 2fsbk mfr as 2f,2vf .6 .8 2 14-19 10yr5/3 none sil 2fsbk mfr gw 1vf .6 .8 3 19-32 7.5yr4/6 none sl 2msbk mfr gw .6 1.0 4 32-42 7.5yr5/6 none grls Osg ml gw .7 1.6 5 42-110 10yr614 none s Osg ml .4 .7 e ' ' Z 42-110 has bands of 7.5yr4/6 Ifs icsbk, reduces rate a Boring # L] Boring ❑ Pit Ground surface elev. 101.46 ft. Depth to limiting factor 110+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#f *Eff#2 1 0-11 10yr3/2 none sl 2fsbk mfr as 2f,2vf .6 1.0 2 11-23 10yr5/4 none sl 3msbk mfr gw ivf .6 1.0 3 23-40 7.5yr5/6 none sl 2msbk mfr Cs .6 1.0 4 40-70 10yr5/4 none vgrs Osg ml as .7 1.6 5 70-110 10yr6/4 none s Osg ml .7 1.6 17. N~.52 ❑ 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 GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *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) Sdmft Teoim. e of~ Conducted by: Conducted For. Pag Schmitt Soil Testing Inc. Name- Goiden Harvest Capital, LLC Thomas I Schmitt, CST 227429 Address: 1440 Arcade St. N 1595 72nd St. City, State, Zip: St. Paul, MN. 55106 New R hmond WI. 54017 Phone: 715-247-2941 Subd.Name.- Pioneer Ridge Lot No.: ~ Deb: 8 Legal Description: X1/4 NEIf4 S20 T30N R19W M Backkhoe pit TownSp, County: St. Joseph, St. Croilc A Bench Mark EL 100.00' Top oft" pvc pipe 0 Ahernate Bench Mark EL Top of 2" pvc pipe Slope= 1 S~ Contour Line El- 1V4 Contour Line Length Scale I" = 40' 33Y'3 az' nn Ind f -AD g I ,JJ 157 /q sOlaMsibrb I p~aa b a - mryamrysotbai~abeMiossuil~bie~rjra'cep woll"