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
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