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Home My WebLink About032-2172-13-000 (2) • • ^ 1460 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code Steel's Soil Service Inc. County Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must 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. 673°1' a/ y 43-1:41° �endh►c Please print all information. »-�,.p � li Re "-wed B �/ Date ''] Personal information you provi ma�be used vary ,S.15.04(1)(m)). I t/G / / Property Owner FAD # Property Location Residential Development, c. Govt.Lot na NW 1/4 SE 1/4 S 18 T 30 N R 19 W Property Owner's Mailing Address '1 - L U U i Lot# Block# Subd.Name or CSM# 8929 Aztec Dr. 13 na St.Croix National Southern Estates City Stag Zip eon P��i�)e;Nupa'per ttt J City J Village y�.I Town Nearest oad L.Eden Prairie 1 MN 1 5.54/j °952"93' 2 W Somerset 1 3'f 5 -- -V /53 rd--AA. New Construction Use: A 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 102.86ft.Trenches spaced and depth to code 5.84ft below grade. Boring# .-.j Boring A Pit Ground Surface elev. 102.30 ft. Depth to limiting factor 110 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 I *Eff#2 1 0-16 10yr3/1 none I 2msbk mfr cs If .6 .8 2 16-24 10yr4/4 none sl 2msbk mfr cs na .6 1.0 3 24-31 5yr4/4 none scl 2msbk mfr gw na .4 .6 4 31 762 7.5yr4/4 none sl 2msbk mfr cs na .6 1.0 5 62-110 7.5yr4/6 none cos osg ml na na .7 1.6 ` !' 4 2 Boring# J Boring A Pit Ground Surface elev. 102.30 ft. Depth to limiting factor 110 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 I 2msbk mfr cs If .6 .8 2 8-25 10yr4/4 none scl 2msbk mfr gw na .4 .6 3 25-40 7.5yr4/4 none sl/Is 2msbk mfr gw na .6 1.0 4 40-110 7.5yr4/6 none cos/ms osg ml cs na .7 1.6 *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 David J.Steel ‘--:.--- -- 248956 Address Steel's Soil Service Inc. Date Evaluation Conducted Telephone Number �' ...72-06 IA 57___ /3cxrc c-Jr'--)/ )/ 5-�i`t Z- 7/14/2004 715-� '�f=-5-- �t • Property Owner Residential Development,Inc. Parcel ID# Pending Page 2 of 3 a Boring# J Boring ✓_j' Pit Ground Surface elev. 108.7 ft. Depth to limiting factor 110 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 lvf .6 .8 2 88-61" 0yr4/4 none ms osg ml cs na .7 1.6 3 60-110 7.5yr4/6 none cos osg ml na na .7 1.6 Boring# __I Boring J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate l 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 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 *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 NW1/4,SE1/4,S18,T3ON,RlgW Bus.(715)684-5680 Town of Somerset,St.Croix Co. Fax.(715)684-3449 St.Croix National Southern Estates,Lot 13 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 l"=40' •=Benchmark Ele. 100.00Ft Top of 3/4"pvc pipe •=Alt Benchmark Ele.99.30Ft Top of 3/4"pvc pipe CI=Borings Boring Elevations B1=102.30Ft 41 . B2=102.30Ft a B3=108.70Ft �) B4=OO.00Ft tip 70 e- gag• 3� 114 6frr 44- oar coki e.....iiiiiiiii f1- I 02'36 2' .!°) ik 011 I c .2 1 ; i / . / __.--------- Th7 7_/‘,/-6 Si . / . I ir• +a 1 ., . -4. vc .k.,, ,..x..,,, _ \ \ \-,-..-, - \v,„... \ . .•. . ,,„,vitimi... . \Al i''.. ', , ‘ k '' Sk0,44411ML-- '-%1•10 - . 41,1,4,,N41111 Altrt. 1%.\s;\ 4.41inic_blir il 14 ■ :—2 i 1 .., t '9444, '''',;-„,"..:,:..::;",-- . . N. --,..,,,-„,..e.,.))."1.. ale ' •„, '• - • - • ..- 9,0". 11471111111. 0 ,w,...„.. IR 3t i• ' 44 . //,'"'Pitititktoto ,„_viiv,, , . i '.. - 0 it/ 0110001,' 4-• -. -"-; k.,.... . • . .,.d..- , ..... , _ v.,.... ,....,t, Ili 1,,•-1.11 , 3$ I 44 .. —4 . 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