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HomeMy WebLinkAbout032-2172-14-000 r 2— 1461 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 v Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code Steel's Soil Service Inc. Attach complete site plan on paper not less than 8%2 x 11 inches in size. Plan must County St.Croix include,but not limited to:vertical and horizontal reference point(BM),direction and O 3 c f�� / percent slope,scale or dimemsions,north arrow,and location and distance to nearest road. Parcel I.D. b Please print all information,�y Re Date Personal information you provide may.: sed for*Fde f""tu{ip tlrr'acy law S1 15.04(1)(m)). I l'/Vo-7 1 Property Owner Property Location Residential Development, In(.P ' 1D ; , Govt.Lot na NW 1/4 SE 1/4 S 18 T 30 N R 19 W Property Owner's Mailing Address . '' t._.. I Lot# Block# Subd.Name or CSM# 8929 Aztec Dr. I 14 na St.Croix National Southern Estates City State Zip Code)RtprtiR14¢yrftber 1 j City J Village e Town Nearest Road Eden Prairie 1 MN 1 55347 952 934-6238___I Somerset 1 3(f 3_c4.Rd.-V/53,d.41/ j New Construction Use: ! 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 9311ft.Trenches spaced and depth to codg3.09ft-laelawgrade. e3 a/1“.. 3./S"' 06e A.04- 1 Boring# J ring e Pit Ground Surface elev. 96.50 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 If .6 .8 2 8-110 7.5yr4/6 none ms osg ml na na .7 1.6 2 Boring# J Boring J Pit Ground Surface elev. 96.50 ft. Depth to limiting factor 100 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/1t2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-8 10yr3/1 none sil 2msbk mfr cs If .6 .8 2 8- 7.5yr4/6 none sI 2msbk mfr gw na .6 1.0 3 30-77 7.5yr4/6 none ms osg ml gw na .7 1.6 4 77-100 5yr4/4 none sl (ornj mfi na na .2 .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) ig ture: CST Number David J. Steel 248956 Address Steel's Soil Service Inc. Date Evaluation Conducted TelephnnA Nrrmhpr 9�/S`• 0-K Sl. 4/d ice, IA)/ 5116°2_ 7/14/2004 715- e: 'f= 4 Property Owner Residential Development,Inc. Parcel ID# Pending Page 2 of 3 43 Boring# Boring ii/ Pit Ground Surface elev. 91.20 ft. Depth to limiting factor 100 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/tt2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-15 10yr3/1 none sil 2msbk mfr cs if .6 .8 2 15-33 10yr4/4 none sicl 2msbk mfr cs na .4 .6 3 33-100 7.5yr4/4 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 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# -=J 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/ft 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,T30N,R19 W Bus.(715)684-5680 Town of Somerset,St.Croix Co. Fax.(715)684-3449 St. Croix National Southern Estates,Lot 14 This soil evaluation was conducted to satisfy a zoning requirement,it may or may not be suitable for your use. The Iocation 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. 100.40Ft Top of 3/4"pvc pipe ❑=Borings Boring Elevations B 1 =96.50Ft B2=96.50Ft B3=91.20Ft B4=OO.00Ft 13 ' 7' 101*741‘ e‘ PNIiiiivr4*.1/44p,i 3, b&ir Ilk 49 - A -9 J. ('' 30��- 483 ,,, 7-7ey-6cz ,-,...ci 3' I 21Y 4, ° II3-6z 5o 41 koi- 4, 4 ,..„0 I IA\ \ \ki\----) i-..--.:-.--:-:::: ' 1,,,\A• till: . --4 ,•I '''''''''".....,„Axi,, ve,:i.•,-\\\:\INAI \ ' •i i- •1'-"-''• - - .• c6 /- ,kili".l'i-V,-1 -V-. - . i --,,,.. %i•,,A , . ',,,, \v,, ', ...". ' ''''' ''''''t'-1. 47 7 ' ',/.'---1-' ' ' '■°- r.- ..";-::: .--.'1''''t .1.1`-,IVV-i.':.\,'.12.-c"1\ ct la: Aiost".1 ..4" i,6 . , - -- i cOtx.\\\-,-., t - . • . . ,(111"' ••■ / t' 'N;c' ''44,4,'; -• .4 ''' ''.\ . , •. , , ,, , ,,., "44 NA .fire,r, . ,;„ . 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