HomeMy WebLinkAbout038-1241-09-000 (2) RECEIVED
VisconsinOIL ATION REPORT #1783
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Department of Commer a.(I n 4 � 9&orda ce C 85,Wis.Adm.Code Page 1 of 3
Division of Safety and Bu dings Steel's Soil Service,Inc.
ST.CROIX C NTY i County
Attach complete site plan on aperp 11 inch s in siz Ian m St.Croix
include,but not limited to:v t(BM),di r . n an
percent slope,scale or dimensions,north arrow,and location and distance to rest road. Parcel I.D
Please print all information. Revie By Da
t
Personal information you provide may be used for secondary purposes(Privacy law,s.15.04(1)(m)). 1-4-:5
Property Owner Property Location
TTR Development, LLC Govt.Lot na SW , NW1/4,S17,T31 , R18W
Property Owner's Mailing Address Lot# Block# Subd.N me or CSM#
775 Prairie Center Dr. 160 Flagship Corporate Dr 9 1 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 Mound design,system elevation 9 5ft based on contour line elevation 96.05ft.
and recommendations:
F-11 Boring# E] Boring
Pit Ground surface elev. 96.05 ft. Depth to limiting factor 26 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. •Eff#1 `Eff#2
1 0-4 10yr3/1 none I 2msbk mfr cs 2c .6 .8
2 4-19 10yr3/2 none sl imsbk mfr cs 2f .4 .6
3 19-26 5yr4/4 none sl 2msbk mfr gw 1vf .6 1.0
4 26-60 5yr4/4 f1f 7.5yr5/6 sl/scl om mfi na na .0 .0
2]Boring# F-1 Boring
Pit Ground surface elev. 96.05 ft. Depth to limiting factor 23 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 mfr cs 2c .6 .8
2 6-23 10yr4/4 none sic[ 2msbk dfr cs 1c .4 .6
3 23-60 5yr4/4 none sl om mfr na na .2 .6
rr
Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/.7 'Effluent#2=BOD5<_30 mg/L and TSS s.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
994 200th St.Baldwin,WI 54002 8/23/2005 715-760-0347
SBD-8330(R.07/00)
` Property owner TTR Development, LLC Parcel ID# Pending Page 2 of 3
F3] Boring# Boring
8 Ground surface elev. 94.45 ft. Depth to limiting factor
P 32 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 I 2msbk mfr cs 2c .6 .8
2 6-16 10yr4/4 none sl imsbk mfr gw 2f .4 .6
3 16-32 5yr4/4 none sl/scl 2msbk mfr gw if .4 .6
4 32-60 5yr4/4 none sl om mfi na na .2 .6
L I —I —
F-1 Boring# E] Boring
Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eft#2
F-1 Boring# Boring
El 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
*Effluent#1=BOD5>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(R07l00) Steel's SWl Service,Inc.
STEEL'S SOIL SERVICE INC. 3 of 3
David J. Steel TTR Development, LLC. 994 200' St.
CST-POWTSM SW1/4,NW1/4,S17,T31N,R18W Baldwin,Wl 54002
Lie. #248956 Town of Star Prairie,St.Croix Co. Direct 715-760-0347
Hidden Ponds Lot, 9 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 permanent lot lines were not established at the
time the soil test was conducted.
Legend N
I"=40'
♦ =Benchmark Ele. 100.00 ft
Top of 3/4"pvc pipe
�; • =Alt Benchmark Ele. 100.70 ft
Top of 3/4"pvc pipe
gs
at' Boring Elevations
/7f 0, 131 = 96.05 ft
r1c B2= 96.05 ft
B3= 94.45 ft
5' t B4= 0.00 ft
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