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HomeMy WebLinkAbout040-1318-00-044 (3) Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1��� of 3 Division of Safety and Building -- °—"-RFft 6p)nth Corbin 8�5,Wis Adm.,Code Attach complete site plan on paper not less than 8 1/2 x 11'in , County ST.CROIX include,but not limited to:ve ical ark holtzogtal;ref#r#pl;e poi (BM),direction and Parcel I.D. l,r rernent elope,scale or dime sions.north arrbw;and 1666tion a d di-la:."Jn nparerd road '3 7 Re 7ej Da te P► ase pfi"f)�e"Von. ;-Personal information you provi may be,As4� urposes Privacy Law,s.15.04(1)(m)). Property Owner Property Location El LEONARD&MARGARET DELAURIERS Govt.Lot ----tWV 1/4 NW 114 S 11 T 28 N R 19 E(or)W Property Owner's Mailing Address Lot# Block# Subd. Name or CSM# 706 Coulee Trail N44 --- Hills of Troy City State Zip Code Phone Number []City village ■ Town Nearest Road Hudson, WI 1 54016 ( ) Coulee Trail New Construction UseE Residential/Number of bedrooms 4 Code derived design flow rate GPD Replacement 0 Public or commercial-Describe: Parent material loess over till Flood Plain elevation if a ft. General comments Mound System-- .92 .sand fit --0.2 loading rate n� and recommendations: w ( p y If re-treatments stem-0.92 ft.mound sand--03 loading rate) ❑ Boring# Boring a pit Ground surface elev. 1059.13 ft. Depth to limiting factor 13 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-3 10YR3/2 - sit 3fsbk mvfr as 3vf-m 0.6 0.8 2 3-8 sit 3fabk mfr ate, 2vf-m 0.6 0.8 3 8-13 10YR5/6 c 2fabk mfi aw 2vf-f 0.2 0.3 4 -- lsbr -- -- -- -- B Boring# Boring 1060.08 SG f l �l C2rY' 0 pit Ground surface ele ft. Depth to limiti factor in. Fsoii Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 I *Eff#2 1 0-5 10YR3/2 sit 3f-maabk mvfr as 3vf-m 0.6 0.8 2 5-14 -- sit 3f-ma&sbk mfr as 2vf-m 0.6 0.8 3 14-17 10YR5/6 - c 2fgr mfi cs lvf f 0.2 0.3 4 17-21 10YR5/6 - c mfi ew -- 0.2 0.3 5 21- -- till/lsbr -- -- "" L *Effluent#1=BOD >30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD <A mg/L and TSS<30 /L CST Name(Please Print) Signature CST Number Mary Jo Hollister & 224832 Address Date Evaluation Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 05-03& 10- 14-05 (715)426- 1775 I Property Owner DeLauriers(Lot N44) Parcel ID# (Pending) Page 2 of 3 F C [j Boring i Bwuty Q pit Ground surface elev. 1063.99 ft. Depth to limiting factor 15 in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAf in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 "Eff#2 1 0-8 10YR3/2 -- sil 3fgr&f-mabk mvfr as 2vf-m 0.6 0.8 2 8-15 IOYR5/6 -- c 2fabk mfi as Ivf-m 0.2 0.3 3 -2O 10YR5/6 -- c Om mefi cW lvf--f 0.0 0.0 4 20- -- -- c/lsbr -- -- -- -- -- -- jD Boring# D� Boring 24 or-.- El pit Ground surface elev. I kl- ft. Depth to limiting factor in. Soil lication Rate orizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 "Eff#2 1 0-6 10YR3/2 -- sil 3f-mgr mvfr cw 3vf-m 0.6 0.8 2 6-15 IOYR4/3 sicl 3fab mfr cw 2vf-m 0.4 0.6 3 1 4 c 3fabk mfi cb 2vf-m 0.2 0.3 4 24- -- -- lsbr -- -- -- F-1 ©Boring Boring# Ground surface elev. ft. Depth to limiting factor in. Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD/fP in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 `Eff#2 Effluent#1 =BODS>30:5 220 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-8330Test(R.07/00) i Plot Flan for.Dills of Troy Page 3 of 3 Town of f Troy, St. Croix County, Wisconsin Lot ti H%A I» 40•ft. Legal Description 2 ft. contours I N rRO =Backhoe pit (U B-109D J9 /0 B-109 t • y��,�-CCST t=om °� : �J oil. B—109C 1r� .agJr"L f • • \O B- \ I 88 •. I