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SOIL EVALUATION REPORT Page I of 3
Wisconsin Department of Commerce Steel's Soil Service, Inc.
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County
Attach complete site plan'on-papernotless than 8%x 11 ipches in size. Plan must St. Croix
and Parcel I.D.
include, but not limited to: vertical and hw2ontat referre nc. point
and Mdistance direction
to nearest road. pe~tthrrg r
percent slope, scale or dimemsions, north arrow; -K1P
Please print all information. Reviewed By Date
Personal information you provide may be used for secondary Purposes (Privacy Law, s. 15.04 (1) (m)). - (tidy
Property Location
Property Owner Govt. Lot n/a NE 1/4 NE 1/4 S 4 T 29 NR 17 W
Cutting Edge Four, LLC Lot # Block # Subd. Name or CSM#
Property Owner's Mailing Address 33 n/a Hillside Heights
E976 170 TH Street
city state Zip Code Phone Number J City -j Village 0 Town Nearest Road
Cty Rd T
Hammond WI 54015 715-796-2793 Hammond
Code derived design flow rate 600 GPD
Use: Residential /Number of bedrooms 4
✓^j New Construction
J Replacement - I Public or commercial - Describe:n/a
Flood plain elevation, if applicable n/a
Parent material Ground and end moraines, pitted glaical drift
General comments
and recommendations: Mound design, system elevation 98.40 ft. based on contour line elevation 97.65 .
E 16 Boring # I Boring 27 in. Soil Application Rate
Pit Ground Surface elev. 98.65 ff. Depth to limiting factor GPD/ftz
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
in. ,E1 *E
Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
•8
sit 2msbk mfr cs 1vf .6
1 0-12 10yr3/1 none
mfr gw n/a .4 .6
2 12-27 10yr4/4 none sicl 2msbk
mfr gw n/a .2 .6
om
3 27-43 7.5yr4/6 c2d7.5yr5/6 sl
osg ml n/a n/a .7 1.6
4 43-72 10yr6/4 c2d7.5yr5/6 IS
Boring # Boring cation Rate
10 pit Ground Surface elev. 98.65 ft. Depth to limiting factor 42 in. Soil AppliGPcati
Structure Consistence Boundary Roots *Eff#1 *Eff#2
Horizon Depth Dominant Color Redox Description Texture Gr. Sz. Sh.
in. Munsell Qu. Sz. Cont. Color
1 0-16 10yr3/1 1 ~ 6 .8
none sit 2msbk mfr cs 2 16-42 10yr4/4 6
none sicl 2msbk mfr cs 1vf .4
6
om mf n/a n/a .2
3 ' 42-78 10yr6/4 c2d7.5yr5/6 slAs
* Effluent #2 = BODS < 30 mg/Land TSS <_30 mglL
* Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L CST Number
CST Name (Please Print) Signature: -
David J. Steel 248956
Date Evaluation Conducted Telephone Number
Soil Address Steel's Service, Inc. 9/10/2004 715-684-5680
994 200t th St., Baldwin, WI 54002
Pending Page 2 of 3
Property Owner Cutting Edge Four, LLC Parcel ID #
• IE Boring # -j Boring Application Rate
yJ pit Ground Surface elev. 96.35 ft. Depth to limiting factor 35 in. Sod '
Horizon Depth Dominant Color Redox Description Texture GrStructure . Sz. Sh. Consistence Boundary Roots P
*Eff#1 *Eff#2
in. Munsell Qu. Sz. Cont. Color
sil 2msbk mfr cs 1f .6 .8
1 0-19 10yr3/1 none
2 19-35 10yr4/4 none sicl 2msbk mfr cs n/a .4 .6
3 35-68 10yr6/4 c1 d7.5yr5/6 SIBS om mf n/a n/a 2 6
Water at 60
❑ Boring # Boring
J Pit Ground Surface elev. ft. Depth to limiting factor in. Sol Application Rate
Sh. Consistence Boundary Roots *E-1 GEDtW *Eff#2
Horizon Depth Dominant Color Redox Description Texture Gr. StSz. ructure
in. Munsell Qu. Sz. Cont. Color
F-1 Boring # I Boring
J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description TextureStructure Consistence Boundary Roots *Eff#1 GPD/W
*Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
" Effluent #1 = BOD 5> 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 994 200"' St.
CST-POWTSM Cutting Edge Four, LLC Baldwin, WI 54002
Lic. #248956 NE1/4,NE1/4,S4,T29N,R17W Bus.(715) 684-5680
Town of Hammond, St. Croix Co. Fax.(715) 684-3449
Hillside Heights, Lot 33
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. 100.85Ft
Top of 3/4" pvc pipe N
❑ = Borings J
Boring Elevations
B 1 = 98.65Ft
B2 = 98.65Ft
B3 = 96.35Ft
/~7 ~(aW 25 B4 = OO.OOFt
Of 46
'4~ fi Y\
L
7 91
f~C_E~ fi06~1~ PG. 3~12 N89 5? I
_ J \ r
142.910'
I- \ \ \ 1 I / /
{n Q \ \ \ \ i \
X L~j 1 1 1 1 1 1 1
W 3k
/ 3~' 11 1 I 1 1 \
~ - _ - - O / II / ~ J I 91084 S.F. 8E
\ \ 178 0 / ~F.// 2.09~ Ac.
N~ 1
c N.B. 81083 S.F. / I
1~ 8m ~lC. N.B.
J / N.B. 1.86 Ac. / I
7858/F. N.B.
1 / /N.B./ 1.90 #c. ~ao = 1104.0
/ //BEN HYARY
i 89 51 1 E 9~ t " fRO PAPE 1 / LBO
aI_ \2 08. q- / LEV/ TIQN 1211.65 / ~
- 177• ~
36 1 1 1 9 00
1 11
j , i I / / 1 ► 20 .25'
i 76538 F. / I I 1 1 , 1
1.75-'Ac. ' j / 1 1 I 1\ 1\ \
WB. 71612 S.F. I W 1, 11 , \ \ \ \
\ 1 \ \
~ N.B. 1.64 -Ac-. ~
88'-TEMPORARY r 6 657 S. F.1 - \ \ J 1
CUL-DE- AC- • 115y A~. 1
EA TO 1 1 \ 7b 23\S. \
UPON MOVED Q , N.B. 166157 F. \ \ 1. 51 Arc. \
UPON 1
-EXTENSION 6F\ ~ N.B. 11.5$1 Ac.\ 70`97 S.F\ \ V \
\ 1 1 \ NA 1.61 \Ac.
\ LH
` 89.37'51 ' W 1 LBO 1
N 89.37 51 W 625.05'\
1 1
ICA
CY)
139 3
I \ \ \ \ 65499 S.F. i I I
I
w 1.50 Ac.- f 1 1
137 1, i \1 34 CJi \ \ \ N.B. 6541J9-S~F. I / /Al l l
l I \ \ N-R. 1 5(1 Ar 1 I /1 / ' l