HomeMy WebLinkAbout038-1241-13-000 (2) �CEIVED
NVIsco sin ;r SM EV L N REPORT #1787
Department of Commerce in accordance 'th Co 85, is.Adm.Code Page 1 of 3
Division of Safety and Buildin s ST CROIX COUNTY Steel's Soil Service,Inc.
Attach complete site plan on pap r n FFICE size. Pla ust County St.Croix
include,but not limited to:vertica and horizontal reference point(BM),direction d
percent slope,scale or dimensions,north arrow,and location and distance to near road. Parcel I. - 03
Please print all information. Revie By DatIle
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). I D
Property Owner Property Location
TTR Development, LLC Govt.Lot na WI14 W1 , S18,T31N, R18W
Property Owner's Mailing Address Lot# Block# Subd.Na or CSM# ( , 131
S
775 Prairie Center Dr. 160 Flagship Corporate Dr 13 na Hidden Ponds
City State Zip Code Phone Number ❑ City ❑Village ❑ Town Nearest Road
Eden Prairie MN 1 55344 1 952-746-2707 Star Prairie I 216Th Ave
❑New Construction Use: ❑ Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
❑Replacement ❑ Public or commercial-Describe: na
Parent material End moraines and ridges of ground morarines Flood plain elevation,if applicable na ft.
General comments Conventional system,system elevation 97.40ft.Trenches spaced and depth to code 3.00ft
and recommendations:
Boring#
F-1 I
❑ Ground surface elev. 100.40 ft. Depth to limiting factor 96 /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
1 0-6 10yr3/1 none sil 2msbk dfr a 2c .6 .8
2 6-19 10yr4/4 none sil 2msbk dfr gw is .6 .8
3 19-39 5yr4/4 none cos osg ml gw lvf .7 1.6
4 39-96 5yr4/4 none ms osg ml na na .7 1.6
If
3
a Boring# Ground surface elev. 100.40 ft. Depth to limiting factor 96 V in.
® P 9 Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fts
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-6 10yr3/1 none sil 2msbk dfr ks 2c .6 .8
2 6-17 10yr4/4 none sil 2msbk dfr gw is .6 .8
3 17-40 5yr4/4 none cos osg ml gw 1vf .7 1.6
4 40-96 5yr4/4 none ms osg ml na na .7 1.6
t�
it
*Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<_30 mg/L and TSS<_30 mg/L
CST Name(Please Print) Signatur CST Number
David J.Steel 248956
Address Steel's Soil Service,Inc. Date Evaluation Conducted Telephone Number
994 200th St.Baldwin,WI 54002 8/23/2005 715-760-0347
SBD-5330(R.07/00)
Property Owner TTR Development, LLC Parcel ID# tending Page 2 of 3
B oring# ❑Fil ® Ground surface elev. 94.70 ft. Depth to limiting factor 96 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 0-6 10yr3/1 none sil 2msbk dfr cs 2c .6 .8
2 6-21 10yr4/4 none sil 2msbk dfr gw is .6 .8
3 21-39 5yr4/4 none cos osg ml gw ivf .7 1.6
4 39-96 5yr4/4 none ms osg ml na na .7 1.6
F-1 Boring#
El surface elev. ft. Depth to limiting factor in.
11 Ground 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
Boring#
F-1 ❑
❑ 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=BODS>30<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-8330 8.07/001 Steel's Soil Service.Inc.
STEEL'S SOIL SERVICE INC. 3 of 3
David J. Steel TTR Development, LLC. 994 2000'St.
CST-POWTSM SWl/4,NW1/4,S17,T31N,R18W Baldwin, WI 54002
Lic. #248956 Town of Star Prairie,St.Croix Co. Direct 715-760-0347
Hidden Ponds Lot, 13 Fax 715-684-3449
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 permane t lot lines were not established at the
t' a the soil test was conducted.
&'S
�Y Legend N
1"=40'
a 6 . ♦ Benchmark Ele. 100.00 ft
op of 3/4"pvc pipe
�7 yS-/ • Alt enchmark Ele. 99.95 ft
of /4"pvc pipe
j=B gs
Boring Elevations
7
BI = t 100.40 ft
/ B2= 100.40 ft
7S/ B3 94.70 ft
3 B4 0.00 ft
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