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RECEIVED 1375
Wisconsin Department of Corn erce SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Building N i laccordance ~nwith Comm 85, Wis. Adm. Code Steel Soil Service
Attach complete site plan papeF& fig in ize. Plan must County St. Croix
include, but not limited to: rticel ana6dd~lSU~Tkhes
oint (B direction and parcel I.D.
percent slope, scale or di istance to nearest road. O Z ~O - Q
Please print all information. Rev' wDate
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 2. 1
G
Property Owner Property Location
R.J.C. Development, Inc. Govt. Lot na NE 1/4 NE 1/4 S 35 T 30 N R 18 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
1868 CT Hwy " C " 6 na Sunset Hollow
City State Zip Code Phone Number J City I Village f,J/ Town Nearest Road
Somerset WI 54025 651-488-3051 Richmond 130Th Ave.
✓f New Construction Use: 01 Residential / Number of bedrooms 4 Code derived design flow rate 600 GIRD
Replacement I Public or commercial - Describe:na
Parent material Benches and large drainageways of ground moraines. Flood plain elevation, if applicable na
General comments I ✓
and recommendations: Mound design, system elevation 98.8rLft based on contour line elevation 97.70ft. Minimum 1/4"of ASTM
d C33 and. P L S`j~ 6x
Boring # I Boring
16 Pit Ground Surface elev. 98.20 ft. Depth to limiting factor 22 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Ef1#2
1 0-11 10yr3/1 none sit 2msbk mfr gw 2f .5 .8
2 11-22 10yr4/4 none sicl 2msbk dfr gw 1f .4 .6
3 22-36 5yr4/4 none scl om dfr gw na 0 .0
4 36-60 10yr6/8 c2d 7.5yr5/6 Is osg mvfr na na .7 1.2
Boring # J Boring
N Pit Ground Surface elev. 98.20 ft. Depth to limiting factor 24 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/flx
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-10 10yr3/1 none sit 2msbk mfr cs 2f .5 .8
2 10-24 10yr4/4 none sicl 2msbk mfr gw if .4 .6
3 24-60 7.5yr4/4 f2d 7.5yr5/6 scl 2msbk mfr gw 1 of .4 .6
* Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 s30 mg/L and TSS < 30 mg/L
CST Name (Please Print) S re: CST Number
David J. Steel 248956
Address Steel Soil Service Date Evaluation Conducted Telephone Number
1564 CR GG, New Richmond, WI 54017 11/10/2003 715-246-5085
i
Property Owner R.J.C. Development, Inc. Parcel ID # Pending Page 2 of 3
3~ F Boring # J Boring
_yJ Pit Ground Surface elev. 95.60 ft. Depth to limiting factor 36 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-10 10yr3/1 none sil 2msbk mfr cs 2f .5 .8
2 10-19 10yr4/4 none Sid 2msbk mfr gw 1vf .4 .6
3 19-36 7.5yr4/4 none scl 2msbk mfr gw na .4 .6
4 36- 0 r4/ none scl/Is om mfr gw na 0 0
5 50-72 5yr4/4 c2d 7.5yr5/6 scl om mfr na .0 .0
❑ Boring # I 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 P
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
Boring # Boring
j Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 <_30 mg/L and TSS <30 mg/L
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Page 3 of 3
STEEL'S SOIL SERVICE INC.
David J. Steel 1564 Cty Rd GG
CST-POWTSM RJC Development Co. New Richmond,WI 54017
Lic. #248956 NE1/4,NE1/4,S35,T30N,R18W Bus.(715) 246-6200
Town of Richmond, St. Croix Co. Fax.(715) 246-9372
Sunset Hollow, Lot 6
Y not be suitable for our
This soil evaluation was conducted to satisfy a zoning requirement it may or may y
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
B 1 = 98.20Ft
B2 = 98.20Ft
B3 = 95.60Ft
B4 = 0 OOFt
101
f 10/
sl °Pe u 0 d
Do
~b
~ s~
Centerline -
- 9, P - - - -1 _IS89 49'43"E 2606.65--
- - S89-49-43-E 966.32' ~o
_A
VENUE.-
- - ~ _~,N ~ ~ ~ ti ~ X355'-~ ~ \ \ - ` ~'`-305'i
-208
tv . T ~i
LIN
33 33,~OT-----~\ LOTS
79 240 s q. ft. \
\ \ 1 , o \ \ 1.82 acres \ 11 N~ t 78, 304 sq.
LOT I ~ ~ \ ~ \ \ \ \ 1 \ 1 1.80 cm
-82,4 10 sq. ft. v \ { i 1 I ! 1 /
\ 1.89 acres • v_ \I \ { { I 1 ° /
17
` I { { 308 i o { + J050
\ \ F I I 1 { c I , Lot f,9
1: 1 1 ' 1 \ \ \ , \ \ \ 76,251 sq.
= o . \ \ b \ \ 1.75 acre
\ .
CIA 1 _
280
= \ ►v 71,002 02 sq. ft.
1 -A o \ \ 72,954 sq.
ryo ` \ \ o 1.63 acres V. 67 acn
o \ 1 \
i - \ I I \ I { \ \ \ \ \ ~Joint
LOT R~
-79,060 sq. ft.- , - 275 /
1.81 acres 30
LOT j
o 251 sq
;SLOT 7 \ ti76,
\ o
1. 75 oci
288' _ 1 N ' t-' '74, 251 sq. ft. \ N 11 N.B.A. _
_ 1-70 acres\ \ 72,928 sy
\ 11.67 oci
\ : \
275 X305
\
LOT3: -7
\79, 319 sq. ft. \ ~N \ \ /90 \ X90
\ X1.82 acres \ o \ ` \
CPA
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