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SOILS EVALUATION REPORT
Wisconsin Department of Commerce Steel's Soil Service, Inc.
Division of Safety and Buildings ,n accbidnce with Comm 85, Wis. Adm. Code
County
Attach complete site plan on paper not less than 8'/= x 11 inches in size Plan must St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel LD. J
percent slope, scale or dimemsions, north arrow, and location and distance to nearest road.
Please print all information. Reviewed By Date Z
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). l
Property Owner Property Location
Govt. Lot n/a SE 1/4 NE 1/4 S 4 T 29 N R 17 W
Cutting Edge Four, LLC
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
E976 170 TH Street 43 n/a Hillside Heights
City State Zip Code Phone Number J City J Village 1/ Town Nearest Road
Hammond WI 54015 715-796-2793 Hammond Cty Rd T
Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
New Construction
J Replacement J Public or commercial - Describe:n/a
Parent material Ground and end moraines, pitted glaical drift Flood plain elevation, if applicable n/a
General comments
and recommendations: Mound design, system elevation 95.32 ft, based on contour line elevation 94.40 ft.
1E W1 Boring # J Boring
Pit Ground Surface elev. 93.60 ff. Depth to limiting factor 25 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Gr. Structure
Sh. Consistence Boundary Roots *Eff# ~ PD/ft' Eff#2 Sz. in. Munsell Qu. Sz. Cont. Color
1 0-16 10yr3/1 none sit 2msbk mfr CS 1vf .6 .8
2 16-25 10yr4/4 none sicl 2msbk mfr cs n/a .4 .6
3 25-60 7.5yr4/4 c2d7.5yr5/6 svscl om mfr n/a n/a .0 .0
FT] Boring # J Boring
16 Pit Ground Surface elev. 93.60 ff. Depth to limiting factor 27 in. Soil Application Rate
Horizon Depth Dominant Color Redox Descriptor Texture Stricture Consistence Boundary Roots 'Eff#1 PDZEff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
mfr cs 1f .6 .8
n/a .4 .6
p3T21-2277' 10 10yr3/1 none sit 74:j
24 10yr4/4 none scl mfr cs
10yr4/4 none cos osg mvfr r cs n/a .7 1.6
4 27-50 10yr6/4 c2d 7.5yr5/6 sicl/sil om mfr cs n/a .0 .0
5 50-75 10yr6/4 c2d 7.5yr5/6 vfsl om mfr na n/a .2 .6
" Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L Effluent #2 = BODS < 30 mg/L and TSS S_30 mg/L
CST Number
CST Name (Please Print) Signature: 248956
David J. Steel
Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number
994 200th St., Baldwin, WI 54002 9/7/2004 715-684-5680
■
1 HBO 11t
7 ` ~N 89'37'51 W
N \ \ 1 I
N 89'37 51 W 625.85 1 \ 1
-1 /
V- C,4
39 \ \ 3,
1 \ \ 65499 S.F. 1 1' I ! i
_ !
11 i\ w \ - 1.50-Ac.
1 37 1. 1 31$ \ N.B. 654139-SJF.
! I ` \ \ N.B. 1.50 Ac.
' 65716 S.F. r °p 1 \ \ ' "
6516 S.F p,~8~1- 20- /
1.61 Ac. /'o t ~ . 50 Ac!
B. 60789/S.F. / N.B. 6551:G S.F. /
65395 S l '
N.B. 1.40 Ac. N.B. 10
Ac.
CP
1.5q A(p
N.B. 65393/ S.F./'
' 4.5-94--- N.B. 1 150/ Ac.
N ,9928 " _W 218.58' 1-, I 16/7.40 /
4
-3 -
'70744 + + 4~` { Z 41 I 1
1.62 Ac. I ~ 792 /S.F. 1 1
,44 / 1.56 /AC / . + 6P40~ S.
N.B. 70744 S.F./ ' 11.501 Ac. l
79894 F1 1
N.B. /1.62 Ac. / 1 { i rb
1.83 AC! / I B. 6779P S.F. 1
N.B. 1 6 Ac. N.B. 654091 .F.
L-
/ N.B. 798,94 S.F. NA 1.50/ IA cis
N.B. 1.83 Ac.
9 15j 1
-CN 78
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STEEL'S SOIL SERVICE INC.
David J. Steel 994 20& St.
CST-POWTSM Cutting Edge Four, LLC Baldwin, WI 54002
Lic. #248956 SEl/4,NE1/4,S4,T29N,R17W Bus.(715) 684-5680
Town of Hammond, St. Croix Co. Fax.(715) 684-3449
Hillside Heights, Lot 43
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your
use.
Legend
1" = 40'
♦ = Benchmark Ele. 100.00Ft
Top of 3/4" pvc pipe
• =Alt Benchmark Ele. 100.00Ft
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
B 1 = 93.60Ft
B2 = 93.60Ft
B3 = 95.40Ft
B4 = 00.00
q-3 j-0
a
W-e 5
~a r
7 IN 89.37'51 ' W \ LBO 1>i
c~ - - N \ I /
89°37 51 _W6 2 b.\8 5 \
39 I
65499 S.F. \ \I` ~`i i I
1 \ \ 3
\ rn 1
t I
_ f I
w \ o 1.50-Ac.
\ N.B. 6549--SfF.
1 4 (,n
1 1
1 ~ \ \ N.B. 1.50 Ac.
100 441~
65716 S.F. /r 65516 S!r. = 0'
r /
1. 1 Ac. /0 50 A /
/ I
B. 60789 F.
7 N.B. 6551E S.F. 1 40/
N.B. 1 j40(Ac. N.B. 1 /-0 Ac. / 6539 S. f. P
/ 1.5q A5? o Z
N.B. 65P93/-S.F.//
N.B. 1 1501 Ac.
/ 162-1 L -fig 6
N /89 W 218.58' /I 1-,I 10.401 X o z
330.,81 I I ~ / b
/ / I I I } cr
I
co \ '10744 S.F. I I 1`f
0O ~ ~ \ 9i 1.62 Ac. 1 I _
fy 792 /S.F. / CA _ 6 40~ S.F I
,44 N.B. 701/744 /744 S. 1.56 /Ac. i 1 7
F./ 11.501 Ac.
X79894 S. F, / N.B. k62 Ac. / Vie. 6779 / I I
/ t S.F.
1.83 ABC. / I N.B. 1 6 Ac. N.81 1 654091 F.
/ \ / / / •t
N.B. 79894 S.F. 1.50/A
1 N.B. 1.83 Ac.
/ \ • ~~0 / 67/ 75_~ i I
\ 4`'x'28`' 00-
84
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