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HomeMy WebLinkAbout032-2172-02-000 (2) 4 1449 Wis ;,onsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code Steers Soil Service Inc. Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must County St.Croix include,but not limited to:vertical and horizontal reference point(BM),direction and percent slope,scale or dimemsions,north arrow,and location and distance to nearest road. Parcel I.D. 611-- ,444-2i._. 0 _,,,,_arb Please print all inf. . '•1 - — ,,,"" v -- - . �� s - iewed # Date Personal information you provide maybe used for secoidary pu'...t.t y Caw,s-i u4(1)(m)I Property Owner R9perty Location Residential Development, Inc. 1`' 1 JUL # 6 7 Lot i na NE 1/4 SW 1/4 S 18 T 30 NR 15/ W Property Owner's Mailing Address i l,ot# Block# Subd.Name or CSM# 8929 Aztec Dr. 2 na St.Croix National Southern Estates City State Zip Code ity J Village e Town Nearest Road Eden Prairie 1 MN 1 553471 952-934-6238 Somerset 1 33g tei New Construction Use: yJ Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD _J Replacement J Public or commercial-Describe: Parent material Knolls of pitted outwash Flood plain elevation,if applicable na General comments and recommendations: Conventional system,system elevation 96.45ft.Trenches spaced and depth to code 6.25ft below grade. 1 Boring# j Boring e Pit Ground Surface elev. 102.70 ft. Depth to limiting factor 120 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 0-8 10yr3/1 none sil 2msbk mfr cs 2c .6 .8 2 8-64 10yr4/4 none sicl 2msbk mfr cs na .4 .6 3 64-121 7.5yr4/4 none ms osg ml na na .7 1.6 7ci/ /// * 2 Boring# Boring 1/ Pit Ground Surface elev. 102.70 ft. Depth to limiting factor 102 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--5 10yr3/1 none sil 2msbk mfr cs 1 c .6 .8 2 5-10 10yr5/4 none sil 2msbk mfr cs 1c .6 .8 3 10-24 10yr4/4 none sicl 2msbk mfr gw na .4 .6 4 24-67 7.5yr4/4 none Is/s1 2msbk mfr gw na \ )/ 1.0 5 67-120 7.5yr4/6 none ms osg ml na na .7 1.6 7S-7/// *Effluent#1 =BODS>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 David J.Steel ��� 248956 Address Steel's Soil Service Inc. Date Evaluation Conducted Telephone Number it'i'c/ao4) h.f- a s/C/zw`,a WI 54002- 7/14/2004 715- --3L ■ Property Owner Residential Development,Inc. Parcel ID# Pending Page 2 of 3 • 3 Boring# Boring e Pit Ground Surface elev. 98.90 ft. Depth to limiting factor 120 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--5 10yr3/1 none sil 2msbk mfr cs 2c .6 .8 2 5-19 10yr5/4 none sil 2msbk mfr cs na .6 .8 3 19-36 7.5yr4/4 none sl 2msbk mfr gw na .6 1.0 4 36-120 7.5yr4/6 none ms osg ml na na .7 1.6 Boring# J Boring I 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 I Boring# __I Boring J 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. Page 3 of 3 STEEL'S SOIL SERVICE INC. David J. Steel 994 200th St. CST-POWTSM Residential Development, Inc. Baldwin, WI 54002 Lic. #248956 NE 1/4,SW1/4,S18,T30N,R19W Bus.(715) 684-5680 Town of Somerset,St.Croix Co. Fax.(715) 684-3449 St. Croix National Southern Estates,Lot 2 This soil evaluation was conducted to satisfy a zoning requirement,it may or may not be suitable for your use. The location of this test may or may not be as shown,as permanent lot lines were not established at the time the soil test was conducted. Legend 1"=40' • —Benchmark Ele. 100.00Ft Top of 3/4"pvc pipe •=Alt Benchmark Ele.99.00Ft Top of 3/4"pvc pipe ❑ =Borings Boring Elevations B1 = 102.70Ft B2= 102.70Ft B3=98.90Ft B4=OO.00Ft ?(X S6F4- 0..„1„©/ o Raw - (2,,Y) 1.-■■• A MI 1,'0 to 0 X33 7ya�y tqb q� 1; � SECTION 18 11_111- 0 ..4. f _ ;/ ,../._` - t, ; °P 100"E .,181 �. '.--4.. ,,1 VIA ` e _ 1\ ( Cam.,,,.'' . 1,...,1.'1' ,�.�,',,7,�e1. `. 1 ' "' 4�1 'i. t y ...„. .,..,,. ...,, \ VC' . \ \ ' I: . :ItlIV'' r''' ''.:i'l ' I/ I k. .„,,,,,...„,.......„) . . „„,- i T.%,,,,,,,,c, :\ . -1.....,„ ,.,.-- . .. .. ./.,,,... ....,..,.,...:, ,,,i.....[ .. ,.. , i, • .\\\.1/4„...,„, .,,,, .. .1-it.\\ 1 r • if/ 4._ 'O. ' "' ' .:'7›.-2 " , . \'. *AY\ ‘;:i x' ' 'r... A u„ -..... ,.ii,‘-k.,At,--\\:;\.\\k-:,\,\\-\\..‘„,,,,,\A-I:.: .,,,,,,,,),: ...________,/,_ , 7. i --. -,:,. ,, \ v...,1.vv.--.4- , --,‘.k. i .. ,,,i1.. 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