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Home My WebLink About030-1046-40-000 • C57- C10(9 - CI C1 ,.�` t W Department of 01959 g = SOI VA U ' O. REPQRT S Safety and in acco t .. C. 85 Adm.Code Page 1 of 4 'n, •', P. .4 Professional Services `[ Schmitt Soil Testing,Inc. ii,..." ` � `",' sk County Attach complete site plan on paper not less than 81g x 11 i . -. ... _ .- e 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. Pan*I.D. 030-1048-40-000 Please print all information. Rev/,w�u- -1 By Date Personal information you provide may be used for secondary purposes(Privacy Law,s 15 04(1)(m)). /�„ !/� f I /' /-y 'Z-7 Property Owner Property Location �X /7 r ) (DI/ Marty,John&Kathleen/Nelson,Matt Govt.Lot SE1/4, SW1/4,S21,T3ON,R1 Property Owner's Mailing Address Lots Block 1r Subd.Name or CSMY fJY 7 1451 50th Street ? CSM Pending Approval City State Zip Code Phone Number City Village , Town Nearest Road Somerset i WI 54025I 715-549-6880 St.Joseph I Valley View Trail New Construction Use: [.i Residential/Number of bedrooms 4 _ Code derived design flow rate 600 GPO Hj Replacement I_i Public or commercial-Describe: Parent material Outwash(santiago-Antago Complex) Flood plain elevation,if applicable NA ft. General comments Area is suitable for a conven' al system wt a 0.7,�sgft e.System elevation is 88.90'(high trench) 88.0*(low trench). and recommendations: Slope of area is 12%. ShO►-i/Gy(� 4 f/0//5.11 1 Borings _]Boring ! [.1 Pit Ground surface elev. 93.90 ft. Depth to limiting factor 100+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/ft' in. Munsell Qu. Sz.Cont.Color Gr.Sz. Sh. 'ERa1 •Ef?52 1 0-10 10yr3/3 none sil 2fsbk 1 mvfr as 2vf 0.6 0.8 2 10-17 10yr5/3 none sil 2fsbk 1 mfr 9w lvf 0.6 0.8 3 17-37 10yr4/4 none sid 2msbk mfr gw lvf 0.4 0.6 4 37-48 10yr4/4 c2d 7.5yr6/6 2msbk gw - 0.4 0.6 7.Syr6/2 sid 5 48-52 7.5yr4/6 none Icos Osg ml cs - 0.7 1.6 6 52-100 10yr6/4 none grcos 0sg ml -- --- 0.7 1.6 Soil profile meets soil color pattern exemption 85.30(3XaX2). This allows the drainfield below tension saturated silt looms or silty day barns in 2 Borings Boring Pit Ground surface elev. 93.90 ft. Depth to limiting factor 100+ in. Soil Application Rater Horizon Depth Dominant Color Redox Description Texture Structure Consistences Boundary Roots GPD/t' in. Munsell • Qu.Sz Cont.Color Gr.Sz.Sh. •EfM1 •Eee2 1 0-10 10yr3/3 none sil 2fsbk mvfr as 2vf 0.6 0.8 2 10-16 10yr4/4 none sil 2fsbk mvfr 9w lvf 0.6 0.8 3 16-35 10yr4/4 none sid 3msbk mfr gw lvf 0.4 0.6 4 35-40 7.5yr5/6 none Is 09g ml gw - 0.7 1.6 5 40-100 7.5yr4/6 none grcos 0sg ml --- - 0.7 1.6 i i •Effluent s1 =B0D5>30<220 mg&and TSS>30<150 mglL •Effluent s2=BCD5<30 mg/L and TSS<30 mg/L CST Name(Please Print) Signature: CST Number Thomas J. Schmitt L�io->.--/A,. ------ 227429 Address Schmitt Soil Testing,Inc. Date Evaluation Conducted Telephone Number 1595 72nd St.New Richmond,WI 54017 11/21/2018 715-780-1978 saD-uw(norroo( Propert,Owner Marty,John&Kathleen/Nelson, Parcel ID# 030-1046-40-000 page 2 of 4 3 Bonng# Boring Pit Ground surface elev. 89.70 ft. Depth to limiting factor 98+ In. Soil Application Rate Horizon Depth Dominant Color , Redox Description Texture Structure Consistence Boundary Roots GPO/ft' in. Munsell Qu. Sz. Cont.Color Gr.Sz.Sh. 'Mt 'EfI$2 1 0-6 10yr3/3 none sil 2fsbk mvfr as 2vf 0.6 0.8 2 6-14 10yr4/4 none sit 2msbk mfr gw 1vf 0.6 0.8 3 14-24 7.5yr4/4 none grsl 2msbk mfr gw lvf 0.6 1.0 4 24-40 10yr5/6 none Is lcsbk mvfr gw — 0.7 1.6 5 40-61 1Oyr6/4 none cos 0sg ml cs — 0.7 1.6 6 61-98 1Oyr6/4 none grcos Osg ml — — 0.7 1.6 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/JY ' in. i Munsell Qu.Sz.Cont.Color Gr. Sz.Sh. 'EMI •Et 2 . —t---- - --- • Boring Bonng# pit Ground surface elev. ft. Depth to limiting factor lo, 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. 'El 1 'EII#2 + . i • • •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 608-266-31 5 1 or TIT 608-264-8777. Sa611330(R 07/00) Schmitt Sal Testify,Inc. a Page 3 of 4 'Conducted by: Conducted For: Schmitt& Sons Excavating, Inc.. Name: John& Kathleen Marty,Matt&Gina Nelson Thomas J. Schmitt, CST 227429 Address: 1451 50th Street 586 Valley View Trail City, State, Zip: Somerset,WI 54025 Somerset,W 154025 Phone: 715-76Q-1978 //,r PID: 030-1046-40-000 Signature _ Lot No. : CSM Pending Approval Date it-.2i -'‘/c2 Legal Description: SE1/4 SW1/4 S21 T3ON R19W ■ Backhoe Pit Township, County: St.Joseph,St.Croix County A Bench Mark 1 El. 100.00'Top of 1 1/2"steel conduit 1 A Bench Mark 2 El. 102.75'top of 1 1/2'steel conduit Slope= 12% Scale 1"=60' 4 A. • N NOTE: For full view of Lot see Aerial Photo(Page 4 of 4) 1-33s-' ,e . + . ..... ....., l�J0 _.206 ...... - Q3 &` • _ . 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