HomeMy WebLinkAbout018-2009-47-000 (2)
• 1507
SOIL EVALUATION REPORT Page I of 3
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Wisconsin Departm t of Commerce
Division of Safety ar Buildings in accordltnce with Comm 85, Wis. Adm. Code Steel's Soil Service, Inc.
County
Attach complete sUvli"i4ae'r'rat less than 8'/: x ~ 1 inches in size. Plan must St. Croix
include, but not limited to: vertical-in flnrrce point (BM), direction and Parcel I.D. T
f,
percent slope, scale or dimemsrons, north arrow, an ocetion and distance to nearest road.
Please print all information. Reviewed By _ Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). / G U
Property Owner Property Location
Cuffing Edge Four, LLC Govt. Lot N/A SE 1/4 NE 1/4 S 4 T 29 N R 17 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
E976 170 TH Street 47 N/A Hillside Heights
City State Zip Code Phone Number J City J Village a Town Nearest Road
Hammond WI 54015 715-796-2793 Hammond Cty Rd T
16 New Construction Use: ! Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
I 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 101.04ft based on contour line elevation 100.20ft.
Boring # 16 Boring
16 Pit Ground Surface elev. 100.40 ft. Depth to limiting factor 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 *Eff#2
1 0-12 10yr 3/1 none sil 2msbk mfr cs 1f .6 .8
2 12-2 10yr 4/4 none sicl 2msbk mfr cs n/a .4 .6
3 26-50 7.5 yr 4/4 c2d 7.5yr5/6 sl/Is om mfr na n/a .2 .6
Boring # Boring /
Pit Ground Surface elev. 100.40 ff. Depth to limiting factor 3!e in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E 1 PD/ftE
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-16 10yr 3/1 none sil 2msbk mfr cs 1f .6 .8
2 16-36 1r 4/4 none sicl 2msbk mfr cs n/a 4 .6
36-50 7.5 yr 4/4 c2d 7.5yr5/6 sl/sicl om mfr n/a n/a 0 .0
* Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) ignatur : 248 CST Number
David J. Steel ~i
Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number
994 200th St., Baldwin, WI 54002 9/7/2004 715-684-5680
Property Owner Cutting Edge Four, LLC Parcel ID # Pending Page 2 of 3
3] Boring # Boring
Pit Ground Surface elev. 99.20 ft. Depth to limiting factor_ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
msbk mfr cs 1f .6 .8
1 0-15 10yr 3/1 none sil 2
2 15-36 10yr 4/4 none Sid 2msbk mfr cs n/a .4 .6
3 36-60 7.5 yr 4/4 c2d 7.5yr5/6 sid/Is om mfr n/a n/a .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
F-1 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
I
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 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.
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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. 9248956 SE1/4,NE1/4,S4,T29N,R17W Bus.(715) 684-5680
Town of Hammond, St. Croix Co. Fax.(715) 684-3449
Hillside Heights, Lot 47
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. 100.2017t
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
B 1 = 100.40Ft
B2 = 100.40Ft
B3 = 99.20Ft
B4 = 00.OOFt
o
lam
r
ULM
i
f 30
AS AM
60L494 S.F. i 63
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1 6(5 c.
N.B. 69494-S.E.-
-N:B 1.60 Ac ~3 v' , / / /
i / 982 S,, '
d,.
1.81/ Ac.
1-1
N.B-.18951 S.F.
N.B. 1.81 Ac.
1013 S.F.
N1,2.33 too b1i
\ " \ ® H =
N.S. kj43 S.F.i
~N.B. 2.12 Ac. 101 X89 S. F.
- - X2!33 Ac. N.B. 61975 S.F. N
N.B. 1:42 Ac.
LBO a 1094.0
H aU
= 1094.0
I
49
91007 9.F.
2.09 4c. 1 t
/ / - N.B.- 81603 'k
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i N.B. 1.87 AV. \ 2 ~
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L -137722fi SF.,
Ile 3
0235 .F:~, N.S. 6~7s~ .15
N.B. 43 7 S.F. r06 C'x
. - ~ - 2
2,Q7 - -14.8. . 1.58 Ac.. -N.B. 1. c.
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