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Wisconsin'Department of Commerce SOIL EVALUATION REPORT Page of 3
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code County
St. Croix
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 reference point (BM), direction and Parcel I.D. (Q- /l
percent slope, scale or dimensions, north arrow, arfMocia n and distance to nearest road. g
Re ewed by Date
Please print a{[v'Y*rlnafion. • LZ
Personal information you provide may be us~64rltlecondary pur}eses rivacytaw, 15.04 (1) (m)).
Property Owner P , petty Location
1 1) C; F1 A
R J C DevelO Gout. Lot SE 1/4 114 S T 3 N R or) W pment, I=. ' Property Owner's Mailing Address t # Block # Subd. Name or CSM#
'44 n Richmirind Hills
Village ®Town Nearest Road
City State Zip Code Phon City El
New Richmon ( -
4 Code derived design flow rate 600 GPD
® New Construction Use: ❑ Residential / Nurn)4bf b¢droo}ns
❑ Replacement ❑ Public or commercial - Describe:
Flood Plain elevation if applicable ft.
Parent material glacial drift
General comments
and recommendations:
trenches 3.50' below grade, spaced to code
❑ Boring # Boring
1 Q pit Ground surface elev. 100-90 ft. Depth to limiting factor +R( in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots `E GPD/ffEff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-10 10 r 3/3 none sl
2 10-86 7.5 r 4 none Ms n1qQ --ML- n
Boring # 0 Boring
2 ® pit Ground surface elev. 100-90 ft. Depth to limiting factor +84 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots +E GPD/ft'Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-8 -0y-r-3-Z3-
2 8-84 7.5 r 4/ none ms os ml
Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 5 150 mg/L nt #2 = BOD 30 mg/L and TSS 5 30 mg/L
CST Name (Please Print) Signature CST Number
Gar L. Steel 02298
Address ate Eva ation Conducted Telephone Number
1554 200th. Ave., New Richmond, WI. 54017 10-18-2000 715-246-6200
i
Property Owner R J C Development, Inc. Parcel ID # pending Page 2 of _ 3
3] Boring # ~ Boring [jj pit Ground surface elev. 101 .50ft. Depth to limiting factor +86 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
1 0-11 10 r 3 3 none L 2msbk mfr CS if .5 .8
2 11-30 7.5 r 4/61 none sl 2csbk mvfr if .5 .~y.
3 30-86 7.5 r 4/6 none ms os mi na na .7 1.2
T- I
Boring # Q Boring
F-4] ® pit Ground surface elev. 101 .50 ft. Depth to limiting factor +88 - 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
1 0-12 10 r 3/3 none L 2msbk mfr cs if .5 .8
2 12-27 7.5 r4 4 none scl 2msbk mfr cs if .4 .6
3 27-88 7.5 r 4 none ms os ml na na .7 1.2
❑ 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/fF
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 (R.6/00)
STEEL'S SOIL SERVICE
Gary L. Steel RJC Development, Inc. 1554 200th Ave.
CSTM2298 SE' SW' S25-T30N-r18W New Richmond, WI 54017
MPRSW-3254 town of Richmond (715) 246-6200
lot #44-Richmond Hills
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tt = top of 1" pvc pipe @ el. 100.00'
:.:BM> top of 1" pvc pipe @ el 101J
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Gary L. Steel
10-18-2000