HomeMy WebLinkAbout004-1046-40-100
RECEIVED
r to MAYO 1 3 =1REPORT #1852
Department of Commerce in accordant wi is. Adm. Code Page 1 of 3
Division of Safety and Buildi _ Steel's Soil Service
Attach complete site plan on pags ST. CROIXCOUNT size. Plan m st County St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and lD ~o-!/ l
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. 60
Please print all information. Review By Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). -Ir~ L41) /6 ' )
Property Owner Property Location
Les Miller Go Lot na N11/4, S 114, S20, T28N, R15W
Property Owner's Mailing Address t # Block # Subd. Name or CSM#
5424 Howard Gnesen Rd na CSM
City State Zip Code Phone Number City Village
❑ E] ❑ Town Nearest Road
Dulth MN 5803-92- 218-721-3181 Cady #,A 1/1 25Th Ave
❑ New Construction Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
❑ Replacement ❑ Public or commercial - Describe: na
Parent material Ridges and valleys of ground moraines and limestone uplands Flood plain elevation, if applicable ft.
General comments Mound Design, system elevation 0>1 ft based on contour line elevation 96.75ft.Minimum of inches of
and recommendations: class 33 mound san . y$,Z5
Boring # ❑ Boring /
❑ Pit Ground surface elev. 96.85 ft. Depth to limiting factor 25 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 0-11 10yr3/1 none sil 2msbk mfr cs if .6 .8
2 11-17 10yr4/4 none sil 1 pl mfr cs 1vf .4 .6
3 17-25 10yr4/4 none sicl 2msbk mfr gw na .4 .6
4 25-34 75yr4/4 c1d 7.5yr5/6 sicl 2msbk mfr gw na .4 .6
5 34-55 7.5yr4/4 m3p 7.5yr5/6 scl om na na na .0 .0
F2 ]Boring # Boring
❑ Pit Ground surface elev. 96.85 ft. Depth to limiting factor 18 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 0-10 10yr3/1 none sil 2msbk mfr cs if .6 .8
2 10-18 10yr4/4 none sl orrna cs ivf .2 .6
3 1 32 10yr7/4 c2d 7.5yr5/6 ,andstom residuum na gw na .0 .0
4 32-48 10yr7/8 c2d 7.5yr5/6 andstom residuum na na na .0 .0
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L,,, * 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 Date Evaluation Conducted Telephone Number
994 200th St. Baldwin, WI 54002 4/28/2006 715-760-0347
SBD-8330 (R.07/00)
Property owner Les Miller Parcel ID # pending Page 2 of 3
3]Boring # ❑ Boring
❑ Pit Ground surface elev. 95.55 ft. Depth to limiting factor 28 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 0-13 10yr3/1 none sil 2msbk mfr cs if .6 .8
2 13-28 10yr4/4 none Sid 2msbk mfr cs 1Vf .4 .6
3 28-39 7.5yr4/4 f2d 7.5yr5/6 scl om na gw na .0 .0
4 39-55 7.5yr4/4 c2d 7.5yr5/6 Sc om na na na .0 .0
F-1 Boring # ❑ 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 GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
❑ Boring # El 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 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 (R.07/00)
Steel's Soil Service
STEEL'S SOIL SERVICE 3 of 3
David J. Steel Les Miller 994200 th St.
CST-POWTSM NE1/4,Swl/4,S20,T28N,R15w Baldwin, WI 54002
Lic. #248956 Town of Cady, St. Croix Co. Direct 715- 760-0347
CSM Lot 4 Fax 715-684-3449
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use.
Legend N
1" = 40'
♦ = Benchmark Ele. 100.00 ft
Top of 3/4" pvc pipe
° • = Alt Benchmark Ele. 100.15 ft
Top of 3/4" pvc pipe
1.1 ! r4- ❑ = Borings
/ Boring Elevations
BI = 96.85 ft
B2 = 96.85 ft
B3 = 95.55 ft
i B4 = 0.00 ft
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