The URL can be used to link to this page

Home My WebLink About030-2153-12-000 (2) t NVisconsin SOIL EVALUATION REPORT #1460 Department of Commerce in accordancg with Comm 85, Wis. Adm. Code Page 1 of 5 Division of Safety and Buildings Schmitt Soil Testing, Inc. Attach complete site plan on paper not less than 8% x 11 irtalkes in sizb. P110 must County St. Croix include, but not limited to: vertical and horizontal reference i M), dirbo.on and percent slope, Parcel I.D. 12 - Ooh scale or dimensions, north arrow, and location and dhWnce tolledrest road. C- ~2-~ Please o " Personal information you provide may used ~Wr (Pdv Law, s. 1504 (1) (m)) Rev By Date ~Z ;U Q ~P Property Owner Property Location Golden Harvest Capital, LLC DEC 13 2006 Govt. Lot NW1/ NE1/4, S20, T30N, R19W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 14906 Blakeney Road ST. CROIX COUNTY 12 Pioneer Ridge City Stat Zi Code Ph 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 Outwash Flood plain elevation, if applicable na ft. General comments and recommendations: Area is suitable for a conventional system with a 0.7gpd/sgft rating. Possible system elevation for Area 1 is 97.0'. Slope is 0%. F-11 N Boring # F] Boring Pit Ground surface elev. 103.45 ft. Depth to limiting factor 115+ 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 0-5 10yr3/4 none sl 2fsbk mvfr as 2f .6 1.0 2 5-9 7.5yr4/6 none Is lcsbk mvfr gw 2f .7 1.6 3 9-41 7.5yr5/4 none vgrls Osg ml cs if .7 1.6 4 41-56 10yr5/4 none vgrs Osg ml cw .7 1.6 5 56-115 10yr6/4 none s Osg ml .7 1.6 2] Boring # Boring ❑ Pit Ground surface elev. 103.35 ft. Depth to limiting factor 110+ 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 'Eff#2 1 0-7 10yr3/3 none sil 2fsbk mvfr as 2f .6 .8 2 7-15 10yr5/3 none sil 2fsbk mvfr gw 2f .6 .8 3 15-32 10yr4/4 none sil 3msbk mfr gw if .6 .8 4 32-40 7.5yr4/4 none fsl Om mfi Cs .2 .5 5 40-65 7.5yr5/4 none vcbcos Osg ml gw .7 1.6 6 65-112 10yr6/4 none r s , Osg ml .7 1.6 * 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 ~m.~..O 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 (R.07/00) Property Owner Golden Harvest Capital, LLC Parcel ID # 12 Page 2 of 5 P1 E Boring # El Boring Pit Ground surface elev. 102.3 ft. Depth to limiting factor 92+ 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 0-10 10yr3/3 none sil 2fsbk mvfr as 3f .6 .8 2 10-17 10yr5/3 none sil 2msbk mvfr gw if .6 .8 3 17-23 10yr4/4 none sl 2msbk mfr gw .6 1.0 4 23-42 7.5yr4/6 none Is lcsbk mvfr gw .7 1.6 5 42-60 7.5yr5/4 none Icos Osg Ml Cs .7 1.6 6 60-92 5yr4/4 none sicl lmsbk mfr .2 .3 F~il N Boring # E] Boring Pit Ground surface elev. 102.08 ft. Depth to limiting factor 106+ 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 0-7 10yr3/3 none sl 2fsbk mvfr as 2f .6 1.0 2 7-20 10yr4/4 none sil 3msbk mfr gw 2f .6 .8 3 20-38 10yr4/6 none sl 2fsbk mfr gw ivf .6 1.0 4 38-53 10yr5/6 none s Osg Ml Cs .7 1.6 5 53-106 10yr6/4 none s Osg ml .7 1.6 -7 ,1u Cit. BF-s]Boring # Boring Pit Ground surface elev. 102.75 ft. Depth to limiting factor 110+ 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 0-10 10yr3/3 none sl 2fsbk mvfr as 2f .6 1.0 2 10-16 10yr4/6 none grsl 2msbk mfr gw if .6 1.0 3 16-32 10yr5/4 none sl 2msbk mfr gw if .6 1.0 4 32-56 5yr4/4 none sl lfsbk mfr gw .4 .7 5 56-82 10yr5/6 none Is icsbk mvfr gs .7 1.6 6 82-86 10yr6/4 none vgrs Osg Ml Cs .7 1.6 7 86-110 10yr6/4 none s Osg ml .7 1.6 ` 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) sdure Soil Tes ft, inc. Property Owner Golden Harvest Capital, LLC Parcel ID # 12 Page 3 of 5 Boring # Boring Pit Ground surface elev. 102.7 ft. Depth to limiting factor 110+ 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 0-10 10yr3/3 none sl 2fsbk mfr as 2f .6 1.0 2 10-22 10yr4/4 none A 2msbk mfr gw if .6 .8 3 22-34 10yr4/6 none sl 2msbk mfr gw .6 1.0 4 34-60 10yr5/6 none s Osg ml cs .7 1.6 5 60-110 7.5yr5/6 none s Osg ml .7 1.6 Boring # Boring pit Ground surface elev. 101.8 ft. Depth to limiting factor 25 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. *01#1 *Eff42 1 0-7 10yr3/3 none sil 2fsbk mfr as 2f .6 .8 2 7-17 10yr5/6 none sil 2msbk mfr gw if .6 .8 3 17-25 10yr4/4 none sl 2msbk mfr gw .6 1.0 4 25-41 7.5yr4/4 cif 7.5yr5/6 sl lmsbk mfr cs 4 7 7.5yr6/2 5 41-75 5yr4/4 c1f 5yr5/6 5 r5 2 sicl ifsbk mfi .2 .3 F8] Boring # Boring Pit Ground surface elev. 96.30 ft. Depth to limiting factor 96+ 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 0-7 10yr3/3 none sl 2fsbk mvfr as 3f .6 1.0 2 7-16 10yr5/3 none sil 2fsbk mfr gs if .6 1.0 3 16-34 7.5yr5/6 none Ifs lcsbk mvfr gs ivf .5 1.0 4 34-57 10yr5/6 none s Osg ml cs .7 1.6 5 57-96 10yr6/4 none Ifs Osg ml .5 1.0 * Effluent #1 = BOD5> 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 SDN Testing, Inc. * Property Owner Golden Harvest Capital, LLC Parcel ID # 12 Page 4 of 5 Fi-1 N Boring # ❑ Boring Pit Ground surface elev. 96.55 ft. Depth to limiting factor 32 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#t *Eff#2 1 0-10 10yr3/3 none I 2fsbk mvfr as 3f .6 .8 2 10-14 10yr5/3 none I 2msbk mfr gw if .6 8 3 14-20 10yr5/6 none A 2fsbk mfr gw .6 .8 4 20-32 7.5yr5/4 none sl imsbk mfr gw .4 .7 5 32-58 5yr4/4 c1f 5yr5/6 sid lfsbk mfr w 2 3 5 r6 2 g 6 58-80 5yr4/4 cif 5yr6/6 sid imsbk mfi Cw 2 3 5yr6/2 7 80-90 10yr6/4 none Ifs Osg ml .5 1.0 F-1 Ll 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 ❑ 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 = 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 (8.07/00) Schffdtt Sad Testlng, Inc. Page ML of . Conducted For. _ .Conducted b3': Scbmitt Soil Testing Inc. Name: Golden Harvest Capital, LLC__ Thomas L Schmitt, CST 227429 Address: 1440 Arcade St N 1595 72nd St City, State, Zip: St. Paul, MN. 55106 New Richmond, Wl. 54017 Phone: 715-247-2941 Subd.Name: Pioneer Ridge Lot No.: Dry _Zt~i d6 Legal Desmiption ~1/4 NE 1/4 S20 T3 ON RI 9W Backhoe pit Township, County: St Joseph, St. Croix A Bech Mark EL 100.00' Top of 2" pvc pipe Alternate Bench Mark EL /off ,Top of 2" pti►c pipe Slope= tL+ Contour Line EL Contour Line Length. Scale 1" = 40'~3~ \ 31 sq ~ 00 Thbsoa md vsoaeple~ea%mm&=nftre~ ltagwm imbeioahaf oil I II, fxym=L