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Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
County
Attach complete site plan on paper not less than 8 1/2 x 1.1-inches.in size. Plan must St. Croix
include, but not limited to: vertical and horizontal reference point (Bly); direction and Parcel I
percent slope, scale or dimensions, north arrow„ahd location and dlsllbN09 nearest road. g
Please print all'informatiorO.. ` Reviewed by Date
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Personal information you provide may be used fOr secondary priep 19v gy Law, s, Y5,011 (1) (m)). O
Property Owner Pry Location
G t~t 1/4 1/4 S 25 T 30 N R18 )E (or) W
Oakwood Land Devel Property Owner's Mailing Address S-1, CRGX Lot.#_ Block # Subd. Name or CSM#
1611 Hwy. #10 N.E. tQN'? ~a na Red Pine Corner
City State Zip Code 'Thone N r ity ❑ Village ® Town Nearest Road
Spring Lake Park, MN 55432 2 78Q.-499 Richmond 140th- st--
New Construction Use: p Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material Flood Plain elevation if applicable tt•
General comments
and recommendations:
I
mound @ el. 101.00' based on contor 1 ine of el. 100.00'
Borin # F Boring
F1 g ® pit Ground surface elev. 100.30tt Depth to limiting factor 27 in.
Soil A lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Ef`#1 -Eff#2
1 -11 10yr3/3 none L 2msbk mfr 2f 5 .8
2 1-27 10 4 4 none sil r if 5 .8
3 7- .0
Boring # Boring 100.30 48
Pit Ground surface elev. fE. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
_ 2
2 12-26 10 4 4 none sil 2msbk mfr aw if -S •8
3 26-48 7.5yr4/6 none is s r na 7 1.2
4 48-65 5yr4/4 c2p7.5yr5/6 scl na .0 .0
Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L (fluent #2 = BOD 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signature CST Number
Gar L. Steel 02298
Address D Ate Eva uatio ndu ed Telephone Number
1554 200th. Ave., New Richmond, WI. 54017 11-3-2000 715-246-6200
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Property Owner Oakwood Land Dev. Parcel ID # Pendinq Page 2 of 3
Boring # ❑ Boring 99.50 38
F-31 pit Ground surface elev. ft. Depth to limiting factor in.
Soil lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1
2 -21 10 4/4 none sicl .6
3 1-38 7.5yr4/4 none sl 2csbk mfr na .5 .9
4 8-60 5 4/4 c20.5 5/8 scl M na -0 0
❑ Boring # ❑ Boring
❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Ap lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
F-1 Boring # El F] Pit 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/fP
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
Effluent #1 = BOD, > 30:5 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS < 30 mg/L and TSS 5 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 (86/00)
STEEL'S SOIL SERVICE
Gary L. Steel Oakwood Land Development 1554 200th Ave.
CSTM2298 SW'NW4 S25-T30N-R18W New Richmond, WI 54017
MPRSW-3254 town of Richmond (715) 246-6200
lot #37-Red Pine corner
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1"=40'
BM.=top of SE lot stake @ el. 100.00'
Alt. BM.= top of NE lot stake @ el. 94.70'
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Gary L. Steel
11-3-2000