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HomeMy WebLinkAbout030-2153-43-000 (2) s sconsin SOIL EV UATION REPORT #1433 Department of Commerce in ac cordar h C m 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'/s x 11 inches in PI us County St. Croix include, but not limited to: vertical and horizontal reference point (BM), ction percent slope, scale or dimensions, north arrow, and location and distan nea road. Parcel I.D. / S 3 -43 ~ 01:50 Please print all inOWii49M V ED Rev' By Date oWd Personal information you provide may be use d for seoondary purposes (Privacy s. 15.04 (1) (m)). /Z ZO O Property Owner DEC 13 22006 F operty Location Golden Harvest Capital, LLC vt. Lot SE1, NE1/4, S20, T301N, R19W Property Owner's Mailing Address ST. CROIX COUNTY L )t# Block # Subd. Name or CSM# 14906 Blakeney Road 43 Pioneer Ridge City State Zip Code Phone Number ❑ City ❑ Village M 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 100.77' based off of contour line established at 99.52'. Slope is16%. ' Boring # F 1-1 ❑ Boring ® Pit Ground surface elev. 100.17 ft. Depth to limiting factor 21 'min. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 "Eff#2 1 0-9 10yr3/4 none sl 3fsbk mfr as 2m,2f .6 1.0 2 9-21 7.5yr5/6 none sl 2msbk mfr gw if .6 1.0 3 21-27 7.5yr5/4 c1d 7.5yr2/8 sl lmsbk mfr gw .4 .7 4 27-38 5yr4/4 c2d 7.5yr6'2/6 sicl imsbk mfi gw 2 3 5 38-68 5yr4/6 c2d 10yr6/6 scl Om mfi 0.0 0.0 10yr6/2 Boring # ❑ Boring ❑ Pit Ground surface elev. 100.17 ft. Depth to limiting factor 22 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. *Efr#1 'EfW 1 0-9 10yr3/3 none I 2msbk mfr as 2m,2f .6 .8 2 9-17 7.5yr4/6 none grsl 2msbk mfr gw if .6 1.0 3 17-22 7.5yr5/6 none fsl 2msbk mfr gw if .4 .8 4 22-56 10yr5/6 ni2d/2/8 sl lmsbk mfr gw 4 .2 5 56-84 10yr5/4 none grlcos imsbk mvfr .7 1.6 doesn't meet 2' rule for redox features ' 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 Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 7/27/2006 715-247-2941 SBD-8330 (R07ro0) Prgperty Owner Golden Harvest Capital, LLC Parcel ID # 43 Page 2 of 3 f-3J Boring # ❑ Boring ® Pit Ground surface elev. 95.70 ft. Depth to limiting factor 22 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 0-8 10yr4/3 none sl 2fsbk mfr as 2f .6 1.0 2 8-17 10yr4/6 none sl 2msbk mfr 9w if .6 1.0 3 17-22 5yr4/4 none sid 3fsbk mfr gw if .4 .6 4 22-26 10yr5/4 c2d 10yr6/6 sl imsbk mfr gw .4 .7 10yr6/2 5 26-35 10yr4/6 m2d 7.5yr6/8 sl lmsbk mfr gw .4 .7 7.5 r6 2 6 35-44 5yr4/4 m2d 7.5yr6/6 sid 2msbk mfr gw .4 .6 7.5yr6/2 7 44-72 5yr4/6 m2d 7.5yr6/6 sd lmsbk mfi .2 .3 7.5yr6/2 ❑ 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/ft2 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/ft2 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 altemate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (8.07/00) SchmNt SoN Testing, Inc. Page of dS Coaduc ted by: Conducted For: Schmitt Soil Testing Inc. Name: -Gokkn Harvest Capital, LLC Thomas I Scbm tt, CST 227429 Address: 1444 Arcade St. N 1595 72nd St. City, State, Zap: SL Paul, MN. 55106 New Richmond, W1. 54017 Phone: 715-247-2941; Subd.Name: Pionqer Ridge 5 n Lot No.: 3uu~ 7 Legal n. 114 NEIM S20 13ON RI M Backhoe pit Township, County- St. Joseph, St. Cmix Bench Mark EL 1 oo.w Top of r pvc pipe ~i Altamate Bench Mark EL Ut3 - S:? Top of 2" pvc pipe ~i Slope= Contour Line EL 9• Contour Line Length Sole 1" = 40' S ff 4 a fy~ 931 for 17 ~ Ja7 6F blo~ i7risSONMdSite Ewdud BwasoompieledlbAMamingzaprnemeetltmwarmaynatbeiaall --F YUM eW- 5 Sep l' O~