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030-2153-08-000 (2)
I Aril, onsin SOIL EVALUATION REPORT #1429 Department of Commerce in accordan ~ith Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings Schmitt Soil Testing, Inc. Attach complete site plan on paper not less than 8% x 11 in in s PI ust County St. Croix include, but not limited to: vertical and horizontal reference poin M), on d parcel I. percent slope, scale or dimensions, north arrow, and location and ante t road. 3 _ / S 3-0 8 _ c~ please p IP III Revi By Date Personal information you provide may used ~P~►rP (Priv Law, s. .04 (1) (m)). /2 d ~So Property Owner Property Location Golden Harvest Capital, LLC DEC 13 2006 Govt. Lot SE/14 , NE1/4, S20, T30N, R19W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 14906 Blakeney Road ST. CROIX COUNTY 8 Pioneer Ridge City Stat Zip Code Phone N City ❑ Village ❑ 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 Glacial till Flood plain elevation, if applicable na ft. General comments and recommendations: Area is suitable for a mound system. System elevation is 100.0' based off contour line established at 98.90'. Slope is 10%. a Boring # ❑ Boring ® Pit Ground surface elev. 99.79 ft. Depth to limiting factor 28 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 0-7 10yr3/3 none sil 2fsbk mvfr as 2f .6 .8 2 7-16 10yr5/3 none I 3msbk mvfr gw if .6 .8 3 16-28 7.5yr4/4 none sl 3msbk mfr gw if .6 1.0 4 28-44 10yr4/6 c2d 7.5yr6/8 sl 2msbk mfr cw if .6 1.0 7.5yr6/2 5 44-50 5yr4/4 f 7.5yr5 2 8 Sid 2fsbk mfr a .4 .6 6 50-80 10yr4/6 f11010yr6/6 sl icsbk mfr 4 7 ]Boring # Boring ® Pit Ground surface elev. 100.04 ft. Depth to limiting factor 27 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 0-5 10yr3/3 none I 2mgr mvfr as 2f .6 .8 2 5-10 10yr5/3 none sil 2msbk mvfr gw if .6 .8 3 10-16 10yr4/4 none sil 2msbk mfr gw if .6 .8 4 16-27 5yr4/4 none scl 2msbk mfr gw .4 .6 4 7 5 27-38 7.5yr5/6 m21 10vr /8 sl imsbk mfr Cs 6 38-58 10yr6/3 m2f 10yr6/6 vfsl 2mpl mfr 0.0 0.2 10 r5 1 Effluent #1 = BOD5> 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 /1 227429 Thomas J. Schmitt Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 7/22/2006 715-247-2941 SBD-8330 (R.07/00) Property Owner Golden Harvest Capital, LLC Parcel ID # 8 Page 2 of 3 1 Boring # F1 Boring ✓ Pit Ground surface elev. 97.39 ft. Depth to limiting factor 23 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 0-5 10yr3/3 none sil 2fsbk mvfr as 2f .6 .8 2 5-12 10yr4/3 none sil 2msbk mfr gw if .6 .8 3 12-23 10yr4/6 none s) 2msbk mfr gw if .6 1.0 4 23-38 5yr4/6 f15 5yr6/6 sic[ 2fsbk mfr cs .4 .6 5 38-65 10yr4/6 c1d 10yr6/6 vfsl 2mpl mfr 0.0 0.2 ❑ 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/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ❑ 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 <_l50 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 altemate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-5330 (R.07/00) Schmitt Soil Testing, Inc. Page_j of -'3 ' Conducted by: Conducted For. Schmitt Soil Testing Inc. Name: Gokten Harvest C~rita1, LLC Thomas J. Schmitt, CST 227429 Address. 1440 Arcade St N 1595 72Nd St City, State, Zap: St. Paul, MN. 55106 New Richmond, WL 54017 Mae: 71-1-247-2941 Subd.Name: Pioneer Ridge Lot No.:_ DOI= -7_r 2.2 r y Legal Description: /4 NE1/4 S20 13ON R19W M Backhoe pit Township, County: St. Joseph, St Croix A Bench Mark EL 100.00' Top of 2" pvc Pipe. © Alternate Bench Mark EL Top of 2h pvc pipe slope= /D 9o Contour Line E _ je - 9 i Contour Line Length 7s_ RC Scale 1" = 40' / a q&3 q' la 38 j 3 f ~ i Qt0~5~ goad Q Twft4aad3ftIP dwA -awooffilks ib§Man ft egainwoaa~ kaayerwWadbe eakwdimw-lipiorywow