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Home My WebLink About032-2063-90-200 .v'*$ SCOfS%/I SOIL EVALUATION REPORT #1600 . Department of Commerce ' i cco n Comm 85,Wis.Adm.Code Page 1 of 6 Division of Safety and Buildings Schmitt Soil Testing,Inc. County Attach complete site plan on paper not less e. Plan must St.Croix include,but not limited to:vertical and horizontal reference point(BM),direction and percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D. Please print allig�hi[[� 03 2063-90-200 7 5„2 B Revie -d By Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). , 1 ?/ZtVDr Property Owner 1 SEp 15 2008 Property Location Kielsa, Kris&Sarah Govt.Lot SE1/4, SE1/4,S18,T3ON, R1IW Property Owner's Mailing Address ST.CROIX COUNTY Lot# Block# Subd.Name or CSM# 1083 Delano Way ZONING OFFICE 2 CSM 10/2882 15.33 Acr (South Test) City State ip Phone Number _i City U Village ' Town Nearest Road 1 Stillwater 1 MN 1 55082 1 651-351-0823 Somerset I Heron Lane New Construction Use: [ Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement ❑ Public or commercial-Describe: ( UIjO 6[u44.4 - ' GS' /a y Parent material Outwash Sand (Emmert Loam _ ( Loamy Flood plain elevation,if applicable na ft. General comments and recommendations: Area is suitable for a conventional system. Possible system elevation for Area is(High Trench)92.55' (Mid Trench)90.05'(Low trench)87.55'. Slope of site is 21%. 1 Boring# ❑ Boring E Pit Ground surface elev. 90.05 ft. Depth to limiting factor 100+ 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 0-7 10yr3/3 none si 2msbk mvfr gw 1vf .6 1.0 2 7-22 10yr3/2 none sl 2msbk mfr gw 1vf .6 1.0 3 22-37 10yr4/6 none Is lcsbk mvfr gw .7 1.6 4 37-50 10yr4/6 none sI 2msbk mvfr gw .6 1.0 5 50-100 10yr6/4 none s Osg ml ---- .7 1.6 2 Boring# ❑ Boring E Pit Ground surface elev. 90.05 ft. Depth to limiting factor 100+ 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 sI 2msbk mfr gw 1vf .6 1.0 2 10-17 10yr4/3 none Is lcsbk mvfr gw lvf .7 1.6 3 17-100 10yr6/4 none s Osg ml ---- .7 1.6 *Effluent#1 =BOD 5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD 5<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 7/11/2008 715-247-2941 SED-8330(R.07/00) L Property Owner Kielsa, Kris&Sarah Parcel ID# 032-2063-90-200 Page 2 of 6 3 Boring# 1 1 Boring • in Pit Ground surface elev. 84.65 ft. Depth to limiting factor 55 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 0-12 10yr3/2 none sI 2fsbk mfr gw lvf .6 1.0 2 12-31 10yr3/3 none sl 2fsbk mvfr gw 1vf .6 1.0 3 31-55 10yr5/6 none s Osg ml cs .7 1.6 4 55-66 10yr4/3 c2d 10yr6/8 10yr6/3 sI 2msbk mfr ---- .4 .6 4 Boring# E Boring IJ Pit Ground surface elev. 88.50 ft. Depth to limiting factor 101+ 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 0-15 10yr3/3 none sI 2fsbk mfr gw 1vf .6 1.0 2 15-39 10yr4/6 none sI 2msbk mfr gw 1vf .6 1.0 3 39-52 10yr5/6 none Is Osg ml gw lvf .7 1.6 4 52-72 10yr6/4 none cos Osg ml cs .7 1.6 5 72-101 10yr6/4 none s Osg ml ---- .7 1.6 5 Boring# Boring IN Pit Ground surface elev. 96.05 ft. Depth to limiting factor 99+ 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 lOyr3/3 none sl 2fsbk mfr as 1vf .6 1.0 2 9-26 10yr5/6 none Is Osg ml gw lvf .7 1.6 3 26-99 10yr6/4 none s Osg ml ---- .7 1.6 *Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD 5<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(1107/00) Schmitt Soil Testing,Inc. Property Owner Kielsa, Kris&Sarah Parcel ID# 032-2063-90-200 Page 3 of 6 • 6 Boring# L i Boring Pit Ground surface elev. 103.05 ft. Depth to limiting factor 100+ 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 10yr4/3 none Is Osg ml gw 2m,2f .7 1.6 2 9-17 10yr5/6 none grs Osg ml gw 2m,2f .7 1.6 3 17-66 10yr6/4 none s Osg ml cw 2f .7 1.6 4 66-72 10yr4/6 none fsl 2msbk mfr cw 2m .4 .8 5 72-100 10yr6/4 none s Osg ml ---- .7 1.6 7 Boring# Boring N Pit Ground surface elev. 96.85 ft. Depth to limiting factor 62 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 0-19 10yr3/3 none fsl 2msbk mfr gw 1m .4 .8 2 19-29 10yr5/6 none ft Osg ml gw 1vf .5 1.0 3 29-62 10yr6/4 none vfs Osg ml gw .4 .6 4 62-94 7.5yr4/6 c2d 7.5yr6/6 vfsl lmsbk mfr ---- .2 .6 7.5yr6/2 8 Boring# El Boring Z Pit Ground surface elev. 86.55 ft. Depth to limiting factor 48 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 0-27 10yr3/3 none sI 2msbk mvfr gw 2f,1vf .6 1.0 2 27-48 10yr3/4 none sI 2msbk mfr gw .6 1.0 3 48-84 10yr4/4 c2d 10yr6/6 10yr6/1 SI lmsbk mfr ---- .4 .7 *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 Soil Testing,Inc. Property Owner Kielsa, Kris&Sarah Parcel ID# 032-2063-90-200 Page 4 of 6 ' 9 Boring# Boring Pit Ground surface elev. 92.65 ft. Depth to limiting factor 45 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 0-12 10yr3/3 none si 2msbk mvfr gw 1vf .6 1.0 2 12-42 10yr4/3 none sl 2msbk mvfr gw 1vf .6 1.0 3 42-45 10yr5/6 none fs Osg ml cs 1vf .7 1.6 4 45-54 10yr4/3 c2d 106/6/6 106/6/2 fsl imsbk mfr gw .7 1.6 5 54-67 10yr6/4 c21�/8 106/6/1 fs 0sg ml cs .7 1.6 1 6 67-80 10yr4/4 c2d 10yr6/6 10yr6/2 vfsl imsbk mfr ---- Boring# ❑ Boring Li 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 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 =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. 58D-8330(8.07/00) Schmitt Soil Testing,Inc. Page 5 of 6 Conducted by: Conducted For: Schmitt Soil Testing Inc. Name: Kris&Sarah Kielsa Thomas J. Schmitt, CST 227429 Address: 1083 Delano Way 1595 72nd St. City, State,Zip: Stillwater, MN 55082 New Richmond, WI. 54017 Phone: 715-247-2941 Subd.Name: NA CSM 10/2882 15.33 Acres signature_ wyzeri/ Lot No.: 2( Southern Most Soil Test) Date 7 / /7 //c8 Legal Description: SE1/4 SE1/4 S18 T3ON R19W • Backhoe pit Township, County: Somerset, St. Croix A Bench Mark El. 100.00' Top of 2" pre pipe A Alternate Bench Mark El. 91.75' Top of 2"pvc pip 3' Slope= 21% 6 (� �J L`�i I° t N I 40 Scale 1" =40' Jost 1" Irdp t �_ it �y � , '# ti / i 2....._ ( , /ice � . y ,,,,�c a ,I , i / X77 g( ( AL,,, ,4,,,,, ,e,,,, C, / 5 w:/,...._____"....j...........,...,...„/"- ri 7 )9 Soc fly i) -V)64,.�y �-'WE Vol 10 Page 2882