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Home My WebLink About032-1046-60-000 (2) x�e..afkyf'-r+ ,, Department of #1703 r, t SOIL EVALUATION REPORT !r - Safety and in , wi . 85,Wis.Adm.Code Page 1 of 5 Al !*4 Professional Services f'l x�° Schmitt Soil Testing,Inc. 'w�.A: County Attach complete site plan on paper not less than 8%x 11 n must St.Croix include,but not limited to:vertical and horizontal reference point(BM),direction and percent slope,scale or dimensions,north arrow,and tocation and distance to nearest road. Parcel I.D. 032-1046-60-000 Please print all information. -eview-, B Date Personal information you provide may be used for secOntl y purposes(Privacy Law,s.15.04(1)(m)). !/�"•'�- I '2//7 Property Owner f�` Property Location Morud, Martin C&Mary Maureen a) . Govt.Lot SE1/4, SW1/4, S16,T31N, R19W Property Owner's Mailing Address �'`; Lot# Block# Subd.Name or CSM# 5115 45th Ave. S NA NA 40 Acre Parcel City State Zip Code PffiriOtf?�yyf►ber 1 I City ❑Village ❑ Town Nearest Road Minneapolis 1 MN 1 55417 I 9651)587-6341 Somerset 1 210Th Ave. gz ew constructio Use: gri Residential/Number of bedrooms 4 Code d derived design flow r,�te / 600 GPD ❑Replacement ❑ Public or commercial-Describe: 4%f'` clA .0 Parent material Outwash(PmC Plainfield loamy sand) Flood plain elevation,if applicable NA ft. General comments area is suitable for a conventional system with a 0.5 gpolsgft rate. Possible system elevation for Area 1 is(T1 89.5'),(T290.1),& and recommendations: (T2 90.7). Slope of area is 9%. / /1.�-i.---------- '> 1 Boring# ❑Boring 40 n e 46Y( �� ad-- di--- A.4.O�jN/L 104E4,-- • Pit Ground surface elev. 92.70 ft. Depth to limiting factor 76 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 0-18 10yr3/3 none sI 2fsbk mfr cs 2vf 0.6 1.0 2 Oy / 18-29 1 r3 4 none Ifs lcsbk mvfr gw lvf 0.5 1.0 3 29-42 7.5yr5/6 non grls Osg ml cs 2vf 0.7 1.6 4 42-76 *10yr6/4 none s Osg ml cs 0.7 1.6 rte® 5 76-96 5yr4/4 m3p 7.5yr6/8 10yr6/1 sI Om mfi ---- 0.2 0.6 2 Boring# El Boring ❑Pit Ground surface elev. 96.70 ft. Depth to limiting factor 81 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 0-13 10yr3/3 none sI 2fsbk mvfr Cs 2vf 0.6 1.0 2 13-26 7.5yr5/6 none grs Osg ml gw 1v1 0.7 1.6 3 2 10yr5/6 non fs Osg ml cs 0.5 1.0 4 81-90 5yr4/4 m2d 7.5yr6/6 7.5yr6/2 sl Om mfi ---- 0.2 0.6 *Effluent#1 =BOD5>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 4vy . � / 227429 Address Schmitt Soil Testing,Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond,WI 54017 11/15/2013 715-760-1978 SBD-8330(R.07/00) Property Owner Morud, Martin C&Mary Maureen Parcel ID# 032-1046-60-000 Page 2 of 5 n Boring 3' Boring# 0 Pit Ground surface elev. 92.45 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 0-17 10yr3/3 none sl 2fsbk mvfr gw 2vf 0.6 1.0 2 17-29 10yr4/4 none sl 2msbk mvfr gw 2vf 0.6 1.0 3 29-45 10yr5/6 non s Osg ml as lvf 0.7 1.6 m2d 7.5 Yom/8 4 45-76 5yr4/4 7.5yr6/2 sl Om mfi ---- 0.2 0.6 n Boring 4 Boring# n Pit Ground surface elev. 93.40 ft. Depth to limiting factor 86 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 0-16 10yr3/3 none sl 2fsbk mvfr gw 2vf 0.6 1.0 2 16-26 10yr4/4 none sl 2msbk mvfr cs 1vf 0.6 1.0 3 26-34 7.5yr5/6 non s Osg ml cs 0.7 1.6 4 34-45 7.5yr5/4 none vgrcos Osg ml cs 0.7 1.6 5 45-61 10yr5/4 none cos Osg ml cs 0.7 1.6 6 61-86 10yr6/4 none fs Osg ml cs 0.5 1.0 7 86-96 5yr4/4 m2d 7.5yr6/8 sl Om mfi ---- 0.2 0.6 7.5yr6/2 n Boring 5 Boring# n Pit Ground surface elev. 90.70 ft. Depth to limiting factor 65 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 0-13 10yr3/3 none sl 2fsbk mvfr as 2vf 0.6 1.0 2 13-19 7.5yr5/6 none grcos Osg ml as lvf 0.7 1.6 3 19-65 10yr5/6 non fs Osg ml as 0.5 1.0 4 65-84 5yr4/4 c2d 7.5yr6/6 sl Om mfi ---- 0.2 0.6 7.5yr6/2 *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(R.07/00) Schmitt Soil Testing,Inc. Property Owner Morud,Martin C&Mary Maureen parcel ID# 032-1046-60-000 Page 3 of 5 Boring 6 Boring# N Pit Ground surface elev. 94.00 ft. Depth to limiting factor 69 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-14 10yr3/3 none sI 2mgr mvfr as 2vf 0.6 1.0 2 14-36 10yr4/4 none sl 2msbk mvfr gw 1vf 0.6 1.0 3 36-48 7.5yr4/4 none fsl lmsbk mfr cs ----- 0.2 0.6 4 48-69 5yr4/4 none cos Osg ml cs 0.7 1.6 5 - 6 10yr4/6 c2d 7.5yr6/6 7.5Yr6/2 fsl lcsbk mfr ---- 0.2 0.6 - Boring 7 Boring# Fi pit Ground surface elev. 93.40 ft. Depth to limiting factor 100+ 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 0-15 10yr3/3 none sl 2fsbk mvfr as 2vf 0.6 1.0 2 15-29 10yr4/6 none sl 2fsbk mvfr gw 1vf 0.6 1.0 3 29-40 10yr5/6 none Is Osg ml cs 0.7 1.6 4 40-52 10yr5/4 none s Osg ml cs 0.7 1.6 5 52-100 10yr6/4 none ft Osg ml ---- 0.5 1.0 ❑Boring 8 Boring# zi pit Ground surface elev. 92.10 ft. Depth to limiting factor 9 96+ 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 0-14 10yr3/3 none sI 2fsbk mvfr cs 2vf 0.6 1.0 2 14-38 10yr4/4 none sl 2msbk mvfr cs lvf 0.6 1.0 3 38-50 10yr5/6 non cos Osg ml cs 0.7 1.6 4 50-96 10yr6/4 none fs/sl lcsbk mfr ---- 0.4 0.7 50-96"has 2"bands of 7.5yr4/4 sI lmsbk mfr, Changes rate of horizon to 0.4gpd/sqft. *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(R.07/00) Schmitt Soil Testing,Inc. Page 4 of 5 . — C'tlmiiacta� ;-- Co�dacte�ll�r. _ _ _-.- _-- Schmitt Soil Testing,Inc _ Name; ', Pl Av C..&Mary.MaareenMorud--.-. Thomas J. Schmitt, CST 227429 Address: -5115 45th Ave.S. _---- 72nd S ---_- City, State,Zip: 14 iinneapolis,TM&554T7 New Richmond,.W1.54017 .---- -- . Phone: 715 -1978 PID: 032-1046-60-000 7 Signature , f Lot No.': NA 40 Acre Parcel - J-_1.S X13 Legal-Description: !.SEIM SW114S16 T3 1-N R1 ■ Backhoe Pit Township, County: Somerset,St.Croix County A Bench Mark 1 EL 100.00'Top of 2' PVC pipe. Q bench Mark-2€l:-9 94S"-Top of 2"PVC pipe; $lope= " 11% .Scale 1-"-=40' �pR-�pEarv' 31 A lb it_ 3Y sly //it ti „,, s_133.&,3 Tr- - yet - g� ti r til - LI3f - Colt ///j j_507 I 3 ‘_/3.70_13 - — - ?` -- - \.\\ 'L: \\\\\ I' r . — ' rn a ■� CI ,�...w oo w C!) , s iiIE Y . 0 �Gr . W C r � Cl CS) .gtoi IZ3 Y..1/2...i - mfr' `,` s-�, 4. ,*,.,, IT! :. y:.:3 -.,._ d. 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