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HomeMy WebLinkAbout030-2153-19-000 ~n SOIL E LUATION REPORT L V #1465 NVIsconsl Department of Commerce in accorda h Comm 85, Wis. Adm. Coded C~ d 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 inches ize. mu St. Croix include, but not limited to: vertical and horizontal reference point (B directr percent slope, scale or dimensions, north arrow, and location and dista to ne t road. Parcel I.D. ©2 , Please pri Rev' By Date Personal information you provide may be sect rivaf s. 15.04 (1) (m)). /L / 9 D (o Property Owner roperty Location Golden Harvest Capital, LLC DEC 1 3 2006 vt. Lot SW1/ , NW1/4, S20, T30N, R19W Property Owner's Mailing Address ot # Block # Subd. Name or CSM# 14906 Blakeney Road ST. CROIX COUNTY 19 1 ~ Pioneer Ridge City State ❑ 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: S rr~- e- 7tv. (VAIIPL 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 99.60', based off contour line established at 98.24'. Slope is 16%. Boring # ❑ Boring Z Pit Ground surface elev. 97.94 ft. Depth to limiting factor 31 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. "Efr#1 'Eff#2 1 0-6 10yr3/1 none sl 2fsbk mvfr gw 2c, 2m .6 1.0 2 6-18 10yr3/4 none fsl 2msbk mfr gw 2f,2vf .4 .8 3 18-31 10yr4/4 none sl 2msbk mfr cs 2f,ivf .6 1.0 4 31-46 10yr6/4 f1f 10vr6/8 fsl Om mfi 6 .2 .5 10yr6/1 5 46-68 7.5yr4/4 c2d 5yr5/6 SI Om mfi .2 5yr5/2 6 a Boring # Boring Pit Ground surface elev. 98.74 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#l •Eff#2 1 0-7 10yr3/1 none Sil 2mgr mvfr CW 2c,2m .6 .8 2 7-17 10yr4/3 none sil 2fsbk mvfr gw 2f .6 .8 3 17-24 10yr4/4 none sl 2msbk mfr gw if .6 1.0 4 24-42 7.5yr4/6 c2d 10vr6/6 sl Om mfi gw 2 6 10yr6/1 5 42-64 7.5yr5/6 m25150 Z6/8 Ifs icsbk mfr 5 1.0 I " 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) Signature: CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 8/4/2006 715-247-2941 SBD-8330 (8.07/00) f Property Owner Golden Harvest Capital, LLC Parcel ID # / Y Page 2 of 3 a Boring # Boring pit Ground surface elev. 95.04 ft. Depth to limiting factor 20 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 'EM 1 0-4 10yr3/1 none sit 2mgr mvfr as 2c,2m .6 .8 2 4-13 10yr4/4 none sicl 2fsbk mfr gw 2m,2f .4 .6 3 13-20 7.5yr4/4 none scl 2msbk mfr a 2f .4 .6 4 20-33 7.5yr5/6 m3d 10yr6/8 sl Om mfi gw ivf .2 .6 10yr6/2 .5yr5 5 33-59 5yr5/6 7 7.5 r5 2 sl imsbk mfr a .4 .7 6 59-70 5yr4/4 m2f 7.5yr5/6 sicl Om mfi 0.0 0.0 7.5yr5/2 ❑ 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/fts in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Ef1#1 'Efr#2 ❑ Boring # El 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. 'Ef1#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. SBD-8330 (R.07/00) $dnMtt $o8 Testing, Im. . Page, of 3 ',,Conducted by: Conducted For. Schmitt Soil Testing Inc. Name: Golden Harvest Capital, LLC Thomas i Schmitt, CST 227429 Address: 1440 Arcade St. N 1595 72nd St. City, State, Tip: St. Paul, MN. 55106 New Richmond, WI. 54017 Phone: 715-247-2941 Subd.Name: Pioneer Ridge s Lot No.. _.1.9 D i ii Legal Description: ,x_1/4 NEIM S20 7-30N R19W M Backhoe pit Township, County: St. Joseph, St. Croix A Bench Mark EL 100.00' Top of 2" pvc pipe. 0 Aloe Bench Mark El. 0-0 P ' Top of 2" pvc pipe Slope= Contour Line EL f9£7Y ' Contour Line Length 7S' Scale 1" = 40' P~ 3 t, 3S-.° ai i i~' t _ q3 ~ fly'' ~ ~ n~sa si1QE.aMaMto. bay a erh "Whabaww II AWYMOM ~3 3 7.2