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• Wiscdhsin Department of Commerce SOIL EVALUATION REPORT Page -1- of -1
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 11 inches in size. Plan must
include, but not limited to: vertical and horizontal referepcep 44QM), direction and Parcel I.D. Z(p
percent slope, scale or dimensions, north arrow, kRmtign pr d disTanlce to nearest road.
Date
Please print all Jipf ?iatron a ewed by
Personal information you provide may be used a✓or 3sq~ndarX~urrgSej vacy L 5. 1 .04 (1) (m)). • r!2
Property Owner 1 - - P*; rty Location
4
1 tine (i:evt. of 1!4 1!4 S T N R (or) W
--R -T (I r)p-vel oMpnt T13C_ 19
Property Owners Mailing Address T 4 e~J` y ~ o #j Block # Subd. Name or CSM#
4.
T`i r
1AAA C+-XL- Rd. na
Clty Village Town Nearest Road
[7 Li
w-- State Zip Code Phone Nub., IC,OV. ,
New Richmond WI. 54017 715 ; 247-5721; Richmond 140th
[New Construction Use: ❑ Residential / Number 6f bedrooms-_1~ Code derived design flow rate 600 GPD
❑ Replacement ❑ Public or commercial -Describe:
Parent material gi a i a 1 drift- - oo Plam elevation if applicable ft
General comments sa, Spy l"
and recommendations: t
trenches 3.50' below grade, spaced to cod a
Boring Boring
1 # ® pit Ground surface elev. 96.10 ft. Depth to limiting factor +85 in. Soil A licat(on 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
1 0-12 -10-yr343- none L 2msbk
4 55-85 7 5 4 6 none
❑ Boring # Boring 96.10 +85
2 ❑X Pit Ground surface elev. ft. Depth to limiting factor 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. "Eff#1 "Eff#2
55-85 7 5 4 6 none ms os ml 7 1
" Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ffluent #2 = BO 5 30 mg/L and TSS 5 30 mg/L
CST Name (Please Print) Signature . CST Number
Gar L. Steel 02298
Address Date valuation ndu ed Telephone Number
1554 200th. Ave., New Richmond, WI. 54017 10-20-2000 715-246-6200
Property Owner R j G -a'Vej: r Inc. Parcel ID # pending Page 2 of 3
Boring # ❑ Boring
® Pit Ground surface elev. 95.20 ft. Depth to limiting factor +84 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
3 38-60 7.5 4/4 none Sl 2msbk mfr od na -5 .9
FBoring # ❑ Boring 95.30 +86
4 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/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
64: E To -
Boring # ❑ Boring
F-1 ❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIft=
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
Effluent #1 = BODE > 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 (R6=)
" STEEL'S SOIL SERVICE
Gary L. Steel RJC Development, Inc. 1554 200th Ave.
CSTM2298 NW4SW4 S25-t30N-R18W New Richmond, WI 54017
MPRSW-3254 town of Richmond (715) 246-6200
lot #16-Richmond Hills
N
1"=40'
B - of sw lot corner @ el. 100.00'
i lt. BM = top of 1" pvc pipe @ el 97 55'
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CIO, Ix
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Gary L. Steel
10-20-2000