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Wisetrisin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3
`Division of Safety and Buildings
in accordance with Comm 85, Ws. 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. (Jot (O - Y~~
percent slope, scale or dimensions, north arrow, and locationargLcbtance to nearest road.
Please print all infvi► lat4tti. R iewed by Date
I /
Personal information you provide may be used for s gri7da j purposesA(iPrivacy Law, s. 1)5,04 (1) (m)). t2
Property Owner J% fir Y: ~;t ( , r Prope Location 1\
R J C Development, Inc. I Govt.•L6t NW 1/4 SW 1/4 S 25 T 30 N R 18 ROO W
ck # Subd. Name or CSM#
Property Owner's Mailing Address Lot;L
1868 Ct Rd. C - 2na Richmond Hills
City State Zip Code 't Phone NumbK-),JNnr ❑ Vilage FKI Town Nearest Road
New Richmond WI. 54017 t.' 24-'`5~ C Richmond 14 0 t h
New Construction Use: E3 Residential / Numb f li@drgo_ Code derived design flow rate 600 GPD
❑ Replacement ❑ Public or commercial
Parent material glacial drift Flood Plain elevation if applicable na ft.
General comments
and recommendations: mound @ el. 104.90', based on contour line of el. 103.90'
a Boring
Boring # Xkk pit Ground surface elev. 10 4 . 3 Depth to limiting factor 4 5 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 -9 10 r 3/3 none L 2 sbk
3 19-45 7.5 r 4/4 none sl 2msbk mfr w •5 ---.1-9-
4 45---70
a Boring # Boring
® pit Ground surface elev. 104 . 3 0 ftDepth to limiting factor 46 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
1 0-10 10 r 3/3 none L 2msbk DSH cs if .5 .8
2 10-22 7.5 r 4 none sicl 2msbk mfr if .4
3 22-46 7.5 r 4/4 none scl 2msbk mf UW na .4 .6
4 46777 7.5 r 4/4 wet scl lcsbk mfr •w na .2 .3
7-9 .5 r 4/61 none ms myfr na na
` Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ` Efflue #2 = BOD < 3 g/L and TSS < 30 mg/L
CST Name (Please Print) Signature . CST Number
Gar L. Steel 02298
Address ate val ation Co cted Telephone Number
1554 200th. Ave . , New Richmond, WI. 54017 10-19-2000 715-246-6200
Property Owner R J C Development, Inc. Parcel ID # pending Page 2 of 3
Boring # C] Boring
3 ® pit Ground surface elev. 10 2 . 9 0 ft. Depth to limiting factor 5 5 in.
1 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
1 0-10 10 r 3/3 none L 2msbk DSH cs if .5 .8
7.5 r 4 none sici 2msbk mfr w if .4 .6
3 23-55 7.5 r 414 none sl 2msbk mfr w n .5 .9
4 55-80 r 4 1 7.5 r 5/8 scl 2csbk mfi .4 .6
F-1 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
❑ Boring # Boring
❑ 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
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 mgA- ' Effluent #2 = BOD, < 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=)
STEEL'S SOIL SERVICE
Gary L. Steel 1554 200th Ave.
RJC Development, Inc. New Richmond, WI 54017
CSTM2298 NWISWI S25-T30N-R18W
MPRSW-3254 4 4 (715) 246-6200
town of Richmond
lot #24-Richmond Hills
N
--1"=40'
= of 1" pvc pipe by NW lot corner @ el. 1 000'
t. BM = top of 1" pvc pipe @ el. 102.35'
Oya~
\ t7
1-3
Gary L. Steel
10-19-2000