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REICEOVED #1851
SOI EVALUATION REPORT
~p~ ZOODn ac an ith Comm 85, Wis. Adm. Code Page 1 of 3
Department of Com erce 1
Division of Safety and Buildirf9's'Y ® 7 Steel's Soil Service
Attach complete site plan n papgf r~plt~~t~i: z in size. Plan must County St. Croix
include, but not limited to: enical 'and horizontal refe oint tion and
percent slope, scale or di nsio , and location and distance arest road. Parcel I.D. 00 0 -n S
Please print all information. Revie By Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
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Property Owner Property Location ~GJ
Les Miller Govt. Lot na NE1/4, SW1/4, S20, T28N, R15W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 3 5424 Howard Gnesen Rd 3 na CSM Q/ - -5a
City State Zip Code Phone Number ❑ City ❑ Village ❑ Town Nearrl sW ad
Dulth MN 5803-92- 218-721-3181 Cady 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 Mound esi n, system elevation 96.63ft based on contour line elevation 95.80ft.Minimum of 10 inches of
and recommendati ns: c ass 33 mound sand.
Boring # ❑ Boring
❑ Pit Ground surface elev. 96.10 ft. Depth to limiting factor 26 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-9 10yr3/1 none sil 2msbk mfr cs ivf .6 .8
2 9-14 10yr4/4 none sil 1 I mfr cs 1vf .4 .6
3 14-26 10yr4/4 none sicl 2msbk mfr gw 1vf .4 .6
4 26-50 10yr6/8 cld 7.5yr5/6 andstono residuum na na na .0 .0
Boring # Boring
❑ Pit Ground surface elev. 96.10 ft. Depth to limiting factor 29 '"in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
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 9-29 10yr4/4 none A 2msbk mfr gw 1vf .4 .6
3 29-42 7.5yr4/4 f1d 7.5yr5/6 sic[ om mfr cs 1vf .0 .0
4 42-55 10yr8/2 Fractured sand stone na na na .0 .0
Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS s.30 mg/L
CST Name (Please Print) \ Si nature: 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)
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Property Owner Les Miller Parcel ID # pending Page 2 of 3
3 ]Boring # El Boring
L Pit Ground surface elev. 94.80 ft. Depth to limiting factor 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 0-11 10yr3/1 none sil 2msbk mfr cs if .6 .8
2 11-32 10yr4/4 none sicl 2msbk mfr gw iVf .4 .6
3 32-53 7.5yr4/4 c1d 7.5yr5/6 scl om mfr gw na .0 .0
4 53 10yr8/2 Fractured sand stone na na na .0 .0
❑ 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
❑ 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
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.
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 3 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
/~„vi-, Top of 3/4" pvc pipe
t 7~T • = Alt Benchmark Ele. 100.65 ft
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
L B1= 96.10 ft
B2 = 96.10 ft
B3 = 94.80 ft
B4 = 0.00 ft
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