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1284
SOIL EVALUATION REPORT Page 1 of 3
Wisconsin Department of Commerce steel soil service
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'% x 11 inches in size. Plan must
include, but not limited to: vertical and horizontal reference point (BM), direction and parcel I.D. 02-
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Date
Please rintRl~04ED Reviewe y
Personal information you provide ay be used for secondary purposes (Privacy s. 15.04 (1) (m)). U
MAY 1 3 2003 Property Location
Property Owner Govt. Lot na NE 1/4 NE 1/4 S 25 T 29 N R 19 W
ROSAMJI, L.L.C Lot # Block # Subd. Name or CSM#
Property Owner's Mailing Addres ST. CIROIX COUNTY 42 na Indigo Ponds
2141 Cty Rd. C ZONING OFFICE
City Nearest Road
State Zip Code Phone Number _j city _J Village e Town
Hudson Highlander Trail
New Richmond WI 54017 715-248-7071
Code derived design flow rate 600 GPD
Use: i0l Residential / Number of bedrooms 4
1./ New Construction
J Replacement I Public or commercial - Describe:na
Flood plain elevation, if applicable na
Parent material Sream terraces and pitted outwash plains
General comments
and recommendations: system elevation 104.45 ft, trenches spaced and depth to code 5.75 below grade
Boring # I Boring Rate
Horizon Depth 0 Pit Ground Surface elev. 110.20 ft. Depth to limiting factor 120 in. Soil GPDI Application
Dominant Color Redox Descriplion Texture Stricture Consistence Boundary Roots "Eff#1 *Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
none sil 2msbk mfr
1 0-6 10yr3/4 2f .5 .8
6
4
none scl 2msbk mfr r-q if
2 6-26 7.5yr4/4
ml na na .7 1.6
3 26-120 7.5yr4/6 none cos osg
COS <35% coarse fragments = 36" &
>35% - <60% = 60" below system
E Boring # 1 Boring 130 in. Soil Application Rate
yJ pi{ Ground Surface elev. 100.70 ft. Depth to limiting factor Roots GPDlft2
Roots *Eff#2
Sz. Sh. Consistence Boundary *
Horizon Depth Dominant Color Redox Description Texture Structure
in. Munsell Qu. Sz. Cont. Color ~ 1 c .5 .8
sil 2msbk mfr
1 0-10 10yr2/1 none
mfr gw 1 c .4 .6
2 10-58 7.5yr4/4 none scl 2msbk
mvfr na na .7 1.6
3 58-130 7.5yr4/6 none cos osg
* Effluent #2 = BODS < 30 mglL and TSS <_30 mg/L
* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L CST Number
r nature: 248956
CST Name (Please Print)
David J. Steel Date Evaluation Conducted Telephone Number
Address Steel Soil Service 5/1/2003 715-246-5085
1564 CR GG, New Richmond, WI 54017
pending Page 2 of 3
Property Owner ROSAMM, L.L.C Parcel ID #
E Boring # J Boring 98.40 ft. Depth to limiting factor 130 in. Soil Application Rate
Pit Ground Surface elev. Roots PD f*
Dominant Color Redox Description Texture Structure Consistence Boundary , Eff#1 Eff#2
Horizon Depth
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. mfr gw 1c 5 8
1 0-19 10yr2/1 none sil 2msbk
6
scl 2msbk mfr gw 1f •4
2 19-58 7.5yr4/4 none
cos osg mvfr na na .7 1.6
3 58-130 7.5yr4/4 none
❑ Boring # J Boring ft. Depth to limiting factor in. Soil Application Rate
_I Pit Ground Surface elev. PD :
Horizon Depth Dominant Color Redox Description Texture Stnicture Consistence Boundary Roots Gr. Sz. Sh. *Eff#1 *Eff#2
in. Munsell Qu. Sz. Cont. Color
❑ Boring # -j Boring ft. Depth to limiting factor in. Soil Application Rate
_f Pit Ground Surface elev. PD structure Horizon Depth Dominant Color Redox Description Texture Gr. z. Sh. Consistence Boundary Roots
*Eff#1 *Eff#2
in. Munsell Qu. Sz. Cont. Color
*
* Effluent #1 = BODS> 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.
• Page 3 of 3
STEEL'S SOIL SERVICE INC.
David J. Steel 1564 Cty Rd GG
CST-POWTSM ROSAMJI, L.L.C. New Richmond,WI 54017
Lic. #248956 NE1/4,NE1/4,S25,T29N,R19w Bus.(715) 246-6200
Town of Hudson, St. Croix Co. Fax.(715) 246-9372
Indigo Ponds Lot 42
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your
use. The location of this test may or may not be as shown, as permanent lot lines were not established at
the time the soil test was conducted. Legend
1" = 40'
♦ =Benchmark Ele. 100.00Ft
Top of 1/2" pvc pipe
• = Alt Benchmark Ele. 99.50Ft
Top of 1/2" pvc pipe
❑ = Borings
Boring Elevations
BI = 110.20Ft
B2 = 100.70Ft
B3 = 98.40Ft
B4 = OO.OOFt
100
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