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HomeMy WebLinkAbout030-2153-41-000 (3) N*6consln SOIL EVALUATION REPORT #1440 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3 Schmitt Soil Testing, Inc. Division of Safety and Buildings County Attach complete site plan on paper not less than 81Y2 x 11 inch Vinn St. Croix include, but not limited to: vertical and horizontal reference poparcel I.D. percent slope, scale or dimensions, north arrow, and location road. ©-3 41 `W U Please prij it ' Revie L6 qj( Date Personal information you provide may be sed form~m m)). / Z ZD Property Owner Pro Location Golden Harvest Capital, LLC DEC 13 2006 Govt. Lot SE1/4, N 1/4, S20, T30N, R19W Property Owners Mailing Address Lot # Block # Subd. Name or CSM# 14906 Blakeney Road ST. CROIX COUNTY 41 Pioneer Ridge City State Zip Code Phone Number ❑ 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 Pitted glacial drift Flood plain elevation, if applicable na ft. General comments and recommendations: Area is suitable for a mound system. System elevation is 100.34' based off contour line established at 99.59'. Slope is 7%. Site s ouF- Id be plowed at least 14".(1mpl struct) F-11 Boring # ❑ Boring ® Pit Ground surface elev. 99.60 ft. Depth to limiting factor 41 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 0-9 10yr3/3 none sil 2mgr mvfr as 2m, 2f .6 .8 2 9-13 10yr5/3 none sil 2fsbk mvfr is if .6 .8 3 13-18 10yr4/4 none sl 2fsbk mfr gw .6 1.0 4 18-41 10yr5/6 none vgrfs Osg ml cw .5 1.0 5 41-47 7.5yr4/6 c2d 7.5yr6/6 ifs lcsbk mfr gw 5 1.0 7.5yr6/2 6 47-64 7.5yr4/4 c2d 5yr5/6 sl Om mfr cs .2 .6 5 r5 2 7 64-90 10yr6/4 none fs Osg ml .5 1.0 ❑ Boring F 2 ]Boring # ® Pit Ground surface elev. 100.19 ft. Depth to limiting factor 50 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. 'Efl#1 'E02 1 0-9 10yr3/4 none sil 2fsbk mvfr as 2m, 2f .6 .8 2 9-18 10yr4/6 none sl 2msbk mfr gw if .6 .8 3 18-50 10yr5/6 none grits icsbk mvfr cw if .5 1.0 4 50-70 7.5yr4/6 m2d 5yr5/6 sl Om mfr CS 5yr5/2 2 6 5 70-84 7.5yr4/6 cif 7.5yr6/6 fsl Om mfr .2 .5 7.5yr6/2 ' Effluent #1 = BOD 5> 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 f 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 7/26/2006 715-247-2941 SBD4330 OL07/00) Property Owner Golden Harvest Capital, LLC Parcel ID # 41 Page 2 of 3 F 4-1 M Boring # F-1 Boring pit Ground surface elev. 98.44 ft. Depth to limiting factor 28 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 10yr3/3 none sil 2fsbk mfr as 2f .6 .8 2 8-13 10yr5/3 none sil 2fsbk mfr gw if .6 .8 3 13-28 7.5yr4/6 none grsl 2msbk mfr tw if .6 1.0 4 28-42 10yr4/6 m2d 7.5yr6/6 Ifs lcsbk mvfr cw .5 1.0 7.5 /2 5 42-49 5yr4/6 m25 5 /8 sl lmsbk mfr Cs .4 .7 6 49-68 10yr5/6 cif 7.5yr6/6 Ifs icsbk mfr cs .5 1.0 7.5yr6/1 7 68-86 7.5yr4/4 f1f 5yr6/6 vfsl Om mfr - .2 .5 5yr6/2 F4jBoring # Boring J ® pit Ground surface elev. 98.97 ft. Depth to limiting factor 27 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/1t2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10yr3/3 none sil lmpl mvfr as 2m, 2f .4c .6 2 9-14 10yr5/3 none sil 1 pl mvfr gw 1vf .4c .6 3 14-27 10yr4/4 none sil 2msbk mfr gw ivf .6 .8 4 27-59 10yr4/6 m2d 10yr6/6 sl Om mfi gw .2 .6 10vr6/2 5 59-68 7.5yr4/4 m2d 7.5yr6/6 sl Om mfi .2 .6 7.5 r6 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 alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (R07/00) Shcmnt Soil Testklg, Inc. /4 3~ f CondWted by: Conducted For. Schmitt Soil Testing Inc. Name: Gold Harvest Capital, LLC Thomas L Schmitt, CST 227429 Address: 1440 Arcade St N 1595 72nd St City, State, Tp: St. Paul, MN. 55106 New Richmond, WL 54017 Phone: 715-247-2941 Subd.Name: Pioneer Ridge s I Lot No.: V/ Do= _71.26 /'a Legal Description: X114 NEU4 S20 13ON RI 9W M Backhoe pit Tom, County: St Joseph, St Croix /A~ Bench Marls EL 100.00' Top of 2- pvc pipe. U Alternate Bench Mark EL Q . To oft" PVC Pipe slope= ;7 Contour Line EL r - Contour Line Length Scale 1" = 40' 1 1~' i r r 1 r air' /YO RQ ` 162 U~ SC44-e 7f a p A e-i aj lea S~ ~ r s~ 7ftsaladSiooSwebs-ooTM ooieptedbb am~eg bsayarmrmobs isa.kaidoasobbbbryawam