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Home My WebLink About030-2153-29-000 I'Apiscons%n SOIL EVALUATION REPORT #1442 Department of Commerce in accordan Comm 85, Wis. Adm. Code Page 1 of 4 Division of Safety and Buildings Schmitt Soil Testing, Inc. Attach complete site plan on paper not less than 8'/ x 11 inch in s' la must County St. Croix include, but not limited to: vertical and horizontal reference point M), and percent slope, scale or dimensions, north arrow, and location and ance nea st road. Parcel I .®0 1 5~ 29 Please p Revi By Date UU 0 Personal information you provide may used fJ r c c b RPriLaw, 15.04 (1) (m)). e~ O Property Owner Property Location Golden Harvest Capital, LLC DEC 13 2006 Govt. Lot NW1 4, NE1/4, S20, T30N, R19W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 14906 Blakeney Road ST. CROIX COUNTY 29 Pioneer Ridge City Stat Zip Code Phone Num r ❑ 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 100.72', based off contour line established at 99.80'. Slope is 20% ❑ Boring # ❑ 1 Ground surface elev. 93.10 fl. Depth to limiting factor 33 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 0-11 10yr3/3 none sl 2fsbk mfr as 2f,2vf .6 1.0 2 11-27 10yr5/3 none sl 2msbk mfr Cw 1vf .6 1.0 3 27-33 10yr4/4 none sl 2msbk mfr Cs 1vf .6 1.0 4 33-49 7.5yr4/6 clf 7.5yr6/6 sl 2msbk mfr Cs .6 1.0 5 49-90 7.5yr4 4 m2d 7.5yr5/8 sil 2msbk mfr 6 8 / 7.5yr5/2 F2 ] Boring # ❑I Ground surface elev. 101.25 ft. Depth to limiting factor 29 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 0-8 10yr3/4 none sl 2fsbk mvfr as 2f,2vf .6 1.0 2 8-13 10yr4/3 none sl 2fsbk mfr gw 2vf .6 1.0 3 13-29 7.5yr5/6 none sl 3msbk mfr gw 1vf .6 1.0 4 29-35 7.5yr4/6 mid 7.5yr5/8 sl 2fsbk mfr gw 6 1.0 7.5 r5 5 35-53 10yr4/4 m2d 10yr5/8 sil 2msbk mfr Cs 6 8 10yr5/2 6 53-78 7.5yr5/2 m2d 5yr6/8 sil imsbk mfr 4C 6 5 r6 3 Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS S30 mg/L CST Name (Please Print) Signatur c CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 7/31/2006 715-247-2941 OD-8330 rg,m IM, Property,Owner Golden Harvest Capital, LLC Parcel ID # 29 Page 2 of 4 F-3 ]Boring # ❑ Ground surface elev. 101.25 ft. Depth to limiting factor 25 in. Soil Application Rate Horizon ;Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 . Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 11 10yr3/3 none sl 2fsbk mfr as 2f,2vf .6 1.0 2 11-16 10yr4/6 none sl 2fsbk mfr gw 2f .6 1.0 3 16-25 10yr4/4 none sci 3fsbk mfr gw if .4 .6 4 25-49 10yr4/4 c1f 10yr5/8 sil 2msbk mfr gw .6 .8 10yr5/2 5 49-80 7.5yr4/4 m3d 5 sl Om mfr 5 r5 3 4 •7 ❑ Boring # ~ Ground surface elev. 88.0 ft. Depth to limiting factor 33 in. Soil Application Rate Horizon Depth D minant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-11 10yr3/4 none sl 2fsbk mfr as 2f,2vf .6 1.0 2 11-21 10yr4/4 none grsl 2msbk mfr gw 2vf .6 1.0 3 21-33 7.5yr5/6 none is icsbk mvfr Cw ivf .7 1.6 4 33-45 5yr4/4 cld 7.5yr6/8 sl 2msbk mfr w 6 1.0 7.5yr6/2 g 5 45-53 5yr4/4 m 7 5 5T A imsbk mfr gw 4c 6 6 53-60 10yr6/4 none s Osg ml a a .7 1.6 m2d 7.5yr5/8 7 60-84 5yr4/4 7.5yr5/2 si imsbk mfr 4 7 Boring # ® Ground surface elev. 92.35 ft. Depth to limiting factor 32 J in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/R' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-12 10yr3/3 none sl 2fsbk mfr as 2f,2vf .6 1.0 2 12-27 10yr4/4 none sl 2fsbk mfr gw 2f .6 1.0 3 27-32 7.5yr4/6 none grsl imsbk mfr gw 1Vf .4 .7 4 32-43 7.5yr4/4 c1d 7.5yr5/6 sl Om mfi w 2 6 7.5yr5/2 9 5 43-80 10yr4/4 mid 10yr6/6 1 r6 2 sil 2msbk mfr 6 1.0 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. SBD-8330 (8.07/00) Schmitt 5011 Testing, Inc. Property Owner Golden Harvest Capital, LLC Parcel ID # 29 Page 3 of 4 61 Boring # ❑ Ground surface elev. 113.0 ft. Depth to limiting factor 30 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 0-8 10yr3/3 none sl 2fsbk mfr as 2f,2vf .6 1.0 2 8-30 7.5yr4/6 none girls icsbk mvfr cs 2vf .7 1.6 3 30-43 7.5yr4/4 clf 7.5yr6/6 sl Om mfr cs ivf .2 .6 7.5yr6/2 4 43-50 10yr5/4 cif i Ifs icsbk mfr cs 5 1.0 10yr6/3 5 50-61 7.5yr5/2 m2d 5yr5/6 sl imsbk mfr a 4 7 5 r5 2 6 61-81 7.5yr6/3 m3d 5yr5/8 sil imsbk mfr 4C 6 5yr5/2 ❑ Boring # ❑ 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 # ❑ 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 * 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) Schmitt 508 Testing Inc. Conducted by: Conducted For. ro-V sat s Schmitt Soil Testing Inc. Name: )oklen Harvey Capital, LLC Thomas I. Scbi ntk, CST 227429 Address: 1440 Arcade St. N 1595 72nd St. City, state, Zip: St. Paul, MN. 55106 New Richmond, WI. 54017 Phone: 715-247-2941 Subd.Name: Pioneer Ridge Lot No.: S n. /V4J1/4NEIMS2013ONR19W Legal fte~cnPtto . i S Backhoe Pk Township, County: St+ Joseph, St. Croix Bench Mark EL 100.00' Top of 2" pvc pipe A Abate Bench Mark EL C> Top of 2" pvc pipe p ~ Slope= , Contour Lme Fl Contour Line Length Scale 1" = 40' N~ ~ tEs 3S' i nt 1. ~ 0„tit,.yorm No beioaloco" -OW 'lefxrwuma.