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HomeMy WebLinkAbout030-2153-28-000 `Visconsin SOIL EVALUATION REPORT #1455 Department of Commerce in accordance with 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 inches 'size Ian must County St. Croix include, but not limited to: vertical and horizontal reference ppoQint ( ction and percent slope, scale or dimensions, north arrow, and location's d dis ce t earest road. Parcel I.D. Please ~3d 2~ 5328 ® Rev' d By Date Personal information you provide may u for seco all purposes (Pris. 1 ) (m)). L640 Property Owner 3 2 0 0 6 ProLocation Golden Harvest Capital, LLC DEC 1 Govt. Lot NW1 4, NE1/4, S20, T30N, R19W Property Owner's Mailing Address ST. CROIX COUNTY Lot # Block # Subd. Name or CSM# 14906 Blakeney Road 28 Pioneer Ridge City S A- 15ode Memo Numbul ❑ 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 Pitted glacial drift Flood plain elevation, if applicable na ft. General comments and recommendations: Area is suitable for a mounds stem. System elevation is 99.05' based off of contour line established at 98.330'. Slope is 15%. on our ine eflects 3' from straight in 75'. Boring # ❑ Boring ❑ Pit Ground surface elev. 98.56 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. *Ef1#1 *Eff#2 1 0-17 10yr3/3 none A 2fsbk mfr as 2m,2f .6 .8 2 17-27 10yr5/3 none sil 2msbk mfr gw 2vf .6 .8 3 27-34 7.5yr4/6 c1d 7.5yr5/8 sl imsbk mfr g w 1vf .4 .7 7.5yr5 4 34-43 10yr5/4 c2d 10yr5/8 grsl imsbk mfr gw .4 .7 10yr5/2 5 43-51 10yr4/6 cif 7.5yr5/8 7.5yr5/2 9ris imsbk mvfr 9w .7 1.6 6 51-64 5yr4/4 c2d5yr5/6 sl Om mfi gw .2 .6 5 r5 3 7 64-76 10yr5/4 none grcos Osg ml 7 1.6 ]Boring # Boring ❑ Pit Ground surface elev. 98.56 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 0-12 10yr3/3 none sil 2fsbk mfr as 2m,2f .6 .8 2 12-18 10yr4/6 none sl 2fsbk mfr gw 1yf .6 1.0 3 18-27 10yr5/6 none Ifs lcsbk mvfr Cs .5 1.0 4 27-40 7.5yr4/6 cif 7.5yr5/8 A 1m l mfr w 4C 1.0 7.5yr5/3 p g 5 40-50 7.5yr4/4 c1d 7.5yr6/8 sil 2csbk mfr a 6 8 7.5yr5/2 6 50-63 10yr6/4 none s Osg mfi Cs .7 1.6 7 63-72 7.5yr4/6 c1f 7.5yr6/8 sil Om mfr 0.0 0.0 7.5 r6 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 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 7/29/2006 715-247-2941 SBD-8330 (8.07/00) Property, Owner Golden Harvest Capital, LLC Parcel ID # 28 Page 2 of 3 . 3 Boring # El Boring ✓ Pit Ground surface elev. 95.86 ft. Depth to limiting factor 92+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fts in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-12 10yr3/3 none 1 2fsbk mfr as 2m,2f .6 .8 2 12-28 10yr4/4 none sl 2fsbk mfr gw 2f .6 1.0 3 28-37 7.5yr4/4 none sl 2msbk mfr gw ivf .6 1.0 4 37-46 7.5yr5/4 none Ifs lmsbk mfr gw .5 1.0 5 46-84 10yr5/4 none vgrCos Osg M1 Cs .7 1.6 6 84-92 10yr6/4 none s Osg ml .7 1.6 F4] Boring # E] Boring X Pit Ground surface elev. 97.60 ft. Depth to limiting factor 28 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Gu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Effs* 1 0-11 10yr3/3 none sil 2fsbk mfr as 1vf .6 .8 2 11-28 10yr4/4 none sid 3fsbk mfr gw .4 .6 3 28-42 10yr4/6 f1f 10yr6/6 sil 3msbk mfr gw 6 8 10yr6/1 4 42-50 10yr5/3 c2d 10yr6/8 IN lmsbk mfr gw 2 6 10yr6/2 5 50-86 7.5yr4/6 m25d /8 sl 2msbk mfr 6 1.0 ❑ 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 Ou. 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 Sal Testlny, Inc. Page., of -.Y r- • Conducted by: Conducted For: S,chtnitt Soil Testing Inc. Name: Golden Harvest Capital, LLC Thomas J. Schmitt, CST 227429 Address: 1444 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.. v?& Deft _7 1,2? , ©6 Legal Description: /P/ / 1/4 NEU4 S20 T30N R19W M Backhoe pit Township, County: St. Joseph, St. Croix A Bench Marts EL 1 OO.W Top of 2" pvc Me. 0 Alternate Bench Mark EL 95-7 Top of 2" pvc pipe slope,= Ift Contour Line EL 99 Contour Line Length 71- /loo 4-c Cep ke""- C i ,v E F-) Pe P /ed -f / 3 ' Pr o-, -,S~ -A, ,)v 7 C / rvt-) Scale 1" X40' Nw+k lr't.w II r r T~^ 6DrN 77dsSoif aai SilaE~oaw~saaMplA~ito aa~m~pdna~ar. ~s~►a~maY~wtfiaiaaloaliosioryois~