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HomeMy WebLinkAbout030-2153-44-000 Wisconsin SOIL EVALUATION REPORT #1432 Department of Commerce in accordance ' 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' . Ian st County St. Croix include, but not limited to: vertical and horizontal reference point di - an percent slope, scale or dimensions, north arrow, and location and d ce to a d. Parcel I.D. Q 44 Please Personal information you provide ma be u se8lHFaaeofa~ p Revi By Date ATP ( cY Law, s. 15. (1) (m))- / Z Le Property Owner TGGovt. Location Golden Harvest Capital, LLC DEC 13 2006 SE1/4, E1/4, S20, T 30N, R19W Property Owners Mailing Addre Block # Subd. Name or CSM# 14906 Blakeney Road ST. CROIX COUNTY Pioneer Ridge City ode hone Numbe ty ❑ 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 9.9.3,C based off of contour line established at 98.17'. Slope is 13%. onC for line deflects 3' from straight in 80'. F-11 Boring # ❑ Boring ® Pit Ground surface elev. 98.57 ft. Depth to limiting factor 26 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$Q 1 0-6 10yr4/3 none sil 2fsbk mfr as 2m,2f .6 .8 2 6-20 7.5yr4/6 none grsl 2msbk mfr gw 2f .6 1.0 3 20-26 10yr5/6 none Is icsbk mfr gw if .7 1.6 4 26-58 10yr4/6 c1d 5.55yyr6/6 sl Om mfr gw 2 6 5 58-62 5yr4/4 m2j 7..56y/r26/8 sd imsbk mfi gw .2 .3 6 62-68 5yr4/4 m 1d Sy r5/6 /6 sicl imsbk mfi 2 3 Boring # ❑ Boring ® Pit Ground surface elev. 94.27 ft. Depth to limiting factor 23 in. 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 i 0-6 10yr4/3 none sil 2fsbk mfr as 2m,2f .6 .8 2 6-12 10yr4/4 none sil 2fsbk mfr gw 2f .6 .8 3 12-23 10yr6/3 none sl 2fsbk mfr gw if .6 1.0 4 23-36 7.5yr4/6 cld 7.5/8 sd 2fsbk mfr gw .4 .6 5 36-61 10yr5/6 m 7 5~/8 sl imsbk mfr gw .4 .7 6 61-72 7.5yr4/6 ni35 55'2 /6 sl Om mfi 2 3 * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 s30 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 7/25/2006 715-247-2941 SBD-8330 (x-07/00) Property Owner Golden Harvest Capital, LLC Parcel ID # 44 Page 2 of 3 3 ] Boring # ❑ Boring ❑ Pit Ground surface elev. 94.77 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. *Eff#1 *Eff#2 1 0-12 10yr3/3 none sil 2fsbk mfr as 2m,2f .6 .8 2 12-22 10yr4/6 none A 3msbk mfr gw ivf .6 .8 3 22-36 10yr5/3 m2d 7.5yr6/6 sd 2msbk mfr w 4 6 7.5yr6/2 9 4 36-78 7.5yr4/6 m2d 10yr6/6 sl imsbk mfr .4 .7 10yr6/2 ❑ Boring # ❑ Boring X Pit Ground surface elev. 101.79 ft. Depth to limiting factor 24 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtW in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 1 0-8 10yr3/3 none sil 2fsbk mfr as 2m,2f .6 .8 2 8-24 10yr4/4 none sil 2msbk mfr gw 2f .6 .8 3 24-40 10yr4/6 m2d 7.5yr6/8 sl imsbk mfr w if .4 .7 7.5yr6/2 9 4 40-64 5yr4/4 m2d 5yr6/8 sl Om mfi - .2 .6 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/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#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 (8.07/00) Sdn tt Soo Testing. Inc. Page 3 of 3 Conducted by: Conducted For. Schmitt Soil Testing Inc. Name: Golden Harvest Capital, LLC Thomas J Sch mtt, CST 227429 Adder: 1440 ATcade St. N 1595 72nd St. City, State, Zip: St. Paul, MN. 55106 New Richmond, WI. 54017 Phone: 715-247-2941 Subd.Name: Pion' Ridge s - V,,4-7- Lot No.. f~ naw _ 7 i el e4C Legal Win: `~1/4 NE 1/4 S20 13ON RI 9W M Backhoe pit Tom, County: St. Joseph, St. Croix At Bench Mark EL 100.00' Top of 2- pvc pipe. Alternate Bench Mark EL 7 y9Q Top of 2" vc pipe ' t © Slope= Contour Line EL _ / Contour Line Length Illote -f ~doi-r I:,tE D-- f l r 3 / 19-6~ 511,q N Scale 1" = 40' /h 80~ _ G 3~S M&sd siwE.dMdIwvM=wpie d"fiMaft 1 ~ ~s