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RECEIVED
*sconwn MAY MILOEVA ATION REPORT #1850
Department of Commerce in accordance wit Comm 85, Wis. Adm. Code Page 1 of 3
Division of Safety and Buildings ST. CROIX COUNTY Steel's Soil Service
County
Attach completes Ian paper e. Plan must St. Croix
include, but not Ii d to' rti nd ' ontal reference point (BM), direction and
percent slope, sca a no rrow, and location and distance to nearest road. Parcel I.D. ~ ~O-4-1A
ase print all information. Revie d By Dat
Personal information you provide may be use or secondary purposes (Privacy Law, s. 15.04 (1) (m)). ~j ,3D 6
Property Owner it Property Location
Les Miller 1'1rrl" Govt. Lot na NE1/41SW1/4, S20, T28N, R15W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
5424 Howard Gnesen Rd 1 na CSM / - 5-) & /
City State Zip Code Phone Number City ❑ Village ❑ Town Nearest oa~~
Dulth MN 5803-92- 218-721-3181 Cady ;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 na ft.
General comments Wbua i D Linn, system elevation 100.1 Oft based on contour line elevation 98.60ft.Minimum of 18 inches of
and recommendations: class 33 mound sand.
F 1-1 Boring #
El Ground surface elev. 98.60 ft. Depth to limiting factor 18 1/ 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 ivf .6 .8
2 8-18 10yr4/4 none sil 1 pl mfr gw 1vf 4 6
3 18-24 10yr4/4 f1f 7.5yr5/6 sicl 2msbk mfr gw na .4 .6
4 24-51 10yr4/4 c2d 7.5yr5/6 sicl om na cs na .0 .0
5 51-58 10yr6/8 c2d 7.5yr5/6 ;andston( residuum na na na .0 .0
Water at 58 inches.
Fil Boring #
El Ground surface elev. 98.60 ft. Depth to limiting factor 18 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-11 10yr3/1 none sil 2msbk mfr cs ivf .6 .8
2 11-18 10yr4/4 none sil 1mp1 mfr gw 1vf .4 .6
3 18-44 10yr4/4 c2d 7.5yr5/6 sicl om na gw ivf .0 .0
4 44-52 7.5yr4/4 c2d 7.5yr5/6 sl om na gw na .0 .0
5 52- 10yr7/4 c2d 7.5yr5/6 andston( residuum na na na .0 .0
L
* 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)
Proberty Owner Les Miller Parcel ID # Pending Page 2 of 3
Borin9 # ❑ ✓In.
FTI F-] Ground surface elev. 96.60 ft. Depth to limiting factor 25 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 0-9 10yr3/1 none sil 2msbk mfr cs 1Vf .6 .8
2 9-25 10yr4/4 none sicl 2msbk mfr gw 1vf .4 .6
3 25-58 10yr4/4 c1d 7.5yr5/6 sicl om na gw na .0 .0
4 58- 10yr6/8 c2d 7.5yr5/6 andston. residuum na na na .0 .0
❑ Boring # ❑ 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 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#t *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
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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,Sw1/4,S20,T28N,R15W Baldwin, Wl 54002
Lic. #248956 Town of Cady, St. Croix Co. Direct 715- 760-0347
CSM Lot 1 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
c---~7 ~i~'! Top of 3/4" pvc pipe
• = Alt Benchmark Ele. 102.95 ft AX- Top of 3/4" pvc pipe
❑ = Borin s
7~~r~ c Boring Elevations
B 1 = 98.60 ft
B2 = 98.60 ft
I L,~ • ~cQF B3 = 96.60 ft
B4 = 0.00 ft
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Z 0 SHEET 1 OF 2