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Wisconsin Department of Commer SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings ' in accordance with Comm 85, Wis. Adm. Code Steel's Soil Service Inc.
Attach con ete site an on OapQr County
pl pl I" itlan 8% x 11 inches in size. Plan must
not St. Croix
include, but not limited to: vertical arid'horizo(ttt reference point (BM), direction and A
percent slope, sale or dimensions, north arr* and location and distance to nearest road. Parcel I.D.
Please print all information. Reviewed Date
Personal information you provide may be used for secondary purposes (Privacy law, s. 15.04 (1) (m)). G.;
Property Owner Property Location
Cutting Edge Four, LLC Govt. Lot n/a NE 1/4 NE 14 S 4 T 29 N R 17
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
E976 170 TH Street 31 n/a Hillside Heights
City State Zip Code Phone Number J City I Village a Town Nearest Road
Hammond WI 54015 715-796-2793 Hammond Cty Rd T
0 New Construction Use: AM Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement I 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 98.50 ft based on contour ine elevation 98.00 ft.
Boring # I Boring
f Pit Ground Surface elev. 98.70 ft. Depth to limiting factor 28 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDKF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 " Eff#2
1 0-10 10yr3/1 none sit 2msbk mfr cs 1f .6 .8
2 10-28 10yr4/4 none sic[ 2msbk mfr cs n/a .4 .6
3 28-53 10yr6/4 none sl om mfr cs n/a 2 .6
4 53-70 10yr6/4 c2d75.yr5/6 scl om mfi n/a n/a .0 .0
F2 ] Boring # Boring
1+ Pit Ground Surface elev. 98.70 ft. Depth to limiting factor 46 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 -Eff#2
1 0-14 10yr3/1 none sit 2msbk mfr a 1f .6 .8
2 14-28 10yr4/4 none scl 2msbk mfr gw 1vf .4 .6
3 28-46 7.5yr4/6 none sl 2msbk mfr cs n/a .6 1.0
4 46-60 7.5yr4/4 c2d75.yr5/6 scl om mfi n/a n/a .0 .0
Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 <_30 mg/L and TSS <-30 mg/L
CST Name (Please Print) ignature: CST Number
David J. Steel 248956
Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number
994 200th St., Baldwin, WI 54002 9/10/2004 715-6845680
Property Owner Cutting Edge Four, LLC Parcel ID # Pending Page 2 of 3
3 ] Boring # J Boring
111 Pit Ground Surface elev. 96.50 ft. Depth to limiting factor 31 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
1 0-14 10yr3/1 none sil 2msbk mfr cs 1vf .6 .8
2 14-31 10yr4/4 none sicl 2msbk mfr gw n/a .4 .6-
3 31-42 10yr6/4 c2d75.yr5/6 slAs om mfr di n/a .2 .6
4 42-60 10yr6/4 c2d75.yr5/6 scl om mfi n/a n/a .0 .0
F-1 Boring # J 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 # I Boring
J Pit Ground Surface elev. ft. Depth to limiting factor in. Soo Application Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots P
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
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 200tr' St.
CST-POWTSM Cutting Edge Four, LLC Baldwin, WI 54002
Lic. #248956 NEl/4,NE1/4,S4,T29N,R17W Bus.(715) 684-5680
Town of Hammond, St. Croix Co. Fax.(715) 684-3449
Hillside Heights, Lot 31
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.OOFt
Top of 3/4" pvc pipe N
• = Alt Benchmark Ele. 98.90Ft
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
B 1 = 98.70Ft
B2 = 98.70Ft
B3 = 96.50Ft
B4 = OO.OOFt
a
sr921-
vcd~/VI. C,~ W
Ono
5
v` I r I ~ v vim. 1 r vl r f I r v. i v r t_ `J V ~J 1 I V ` \ I V V 1• V ~J / 1
142.910' 393.66'
/ , 1 1 1 , 1 3t , \ 3 ,
/~~1 ~1 I II 910849 S.F.\\ 851621 IS.F/.
112.09 Ac. 1.j96 IAc.1 i I \
78~0~ ~F./~ N.B. 811083 S.F. I~ 1 I I 1366
N.B. 747441 S.F. ` i
N.B. 1.86 Ac.
N.B. 1.72 Xc. II - AD 3.1
N.B.\13t
60 = 110.0'
NB 1.10 ( \ \ \ \ ,
#c. \N.BV
/ /BEN H4ARK / LBO =11104. ' \ \ I
PTV, 9~ 1 IRO PIPE
TIQN QN 1= 1211.651 1 I' 1 1 \
(I 1
C` 177 1Q4'~ I I o l
/ ) I ( 20 I cb \ I
/ ~ / / I I I .25'
1 I
\ \
\ '29
/ 1 I 1 \ \ \ r3 \ \ \ \ \cw
65526\ S.F.\
h 6 6 7 'S. F1\ 34 1 x50 ~c. I i
)1 1\54 A'~. \ \ \ 'N. B. 61 51 S.
\ I . I I
i \ \ \ 7623 \ S. I
N.B. \666,57 F. 1. 6,1 Arc. = 11 0\0' ►~.B. 1.fl Ac.; I
\ \ \ - 1099. I~ I
N.B. 11.5 Ac.\ N.@. 7097 S.F\ E
I \ \ NA 1.61 \Ac. \ \ ~ CO ~78~`- \ I
\ \ \ \ rn
\65 47 SF.
89'3751 ' W LBO 1 ~x1.5d\ Ac~\ \
N \ \ _ \ ( 1 \ N.B. \5020 S.F.\ \ \
89°37 51 W 625.\-85'\ N.B. \1.15 14c. \
i CA
\ 39 1 3' I 102
\ \ \ 65499 S.F. 1 I' i I I i \ \2.:
N B 75691 S.F.
1.50 Ac. i 1 y e j 1\
3 o N.B. 654\39-i N\B. 1.74 `Qc.
\ \ \ N.B. 1.50 Ac. r ,h / /HBO = 1102.0' Q
516 S~ \ B`-
0 Ac/ -3SCT