HomeMy WebLinkAbout018-2009-48-000
1506
SOIL EVALUATION REPORT Page 1 of 3
Wisconsin D partment of Commerce Steel's soil service, Inc.
Division of fety and64tldint~s injaccordance with Comm 85, Wis. Adm. Code County
Attach complete site plan tn 8'%x 11 inches in size. Plan must St. Croix
aiR
include, but not limited to: vertical and horizontal reference point (BM), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. Y C1
Please print all information. Reviewed By _ Date
Privacy Lave, s. 15.04 (1) (m)).
Personal information you provide maybe used for secondary purposes
Property Owner Property Location 17 W
Govt. Lot N/A SE 1 /4 NE 1 /4 S 4 T 29 N R
Cutting Age Four, LLC
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
48 N/A Hillside Heights
E976 170 TH Street
City State Zip Code Phone Number City J Village W/ Town Nearest Road
Cty Rd T
WI 54015 715-796-2793 Hammond
Hammond
Code derived design flow rate 600 GPD
Use: ✓ Residential / Number of bedrooms 4
New Construction
J Replacement J Public or commercial - Describe:N/A
N/A
Parent material Ground and end moraines, pitted glaical drift Flood plain elevation, if applicable
General comments
and recommendations: Conventional system, system elevation 95.05 ft. Trenches spaced and depth to code 3.00 ft below
grade.
Boring # Boring 120 in. Soil Application Rate
pit Ground Surface elev. 98.05 ft. Depth to limiting factor GPDIftZ
Horizon Depth Dominant Color Redox Description Texture Structure Sz. Sh. Consistence Boundary Roots *Eff#1 "Eft
in. Munsell Qu. Sz. Cont. Color Gr. 1f .6 .8
1 0-12 10yr3/1 none sil 2msbk mfr cs
n/a .4 .6
2 12-28 10yr4/4 none sicl 2msbk dfr cs
dvfr gw n/a .7 1.6
3 24-41 10yr4/4 none cos osg
4 41-120 7.5yr4/6 none Is osg mvfr n/a n/a .7 1.6
Boring # Boring 120 in. Sal Application Rate
0 Pit Ground Surface elev. 98.05 ft. Depth to limiting factor Roots GPDlft2
Horizon Depth Dominant Color Redox Description Texture GrStur .-structure
Consistence Boundary •Eff#1 *Eff#2 Sh. in. Munsell Qu. Sz. Cont Color 8
none sil 2msbk mfr cs 1f .6
1 0-15 10yr3/1
n/a .4 .6
2 15-26 10yr4/4 none sicl 2msbk dfr cs
dvfr gw n/a .7 1.6
3 26-60 7.5yr4/6 none cos osg
4 60-120 7.5yr4/6 11 none cos/ms osg ml n/a n/a 7 1.6
* Effluent #2 = BOD <_30 mg/L and TSS <_30 mg/L
* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L 5 CST Number
CST Name (Please Print) ture: 248956
David J. Steel -
Date Evaluation Conducted 71 lep6h8o4ne56N80mber
Address Steel's Soil Service, Inc. 9/7/2004
994 200th St., Baldwin, WI 54002
4
Property Owner Cutting Edge Four, LLC Parcel ID # Pending Page 2 of 3
3 ] Boring # V1 Boring
M+ Pit Ground Surface elev. 97.25 ft. Depth to limiting factor 120 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots "Eff#1 *Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-14 1Oyr3/1 none sil 2msbk mfr cs 1f F.6 .8
2 14-29 10yr4/4 none sicl 2msbk dfr cs n/a .6
3 29-120 7.5yr4/6 none cos/Is osg ml n/a n/a .7 1.6
❑ Boring # 1 Boring
_f Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots "Eff#1 *Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
❑ Boring # I Boring
J Pit Ground Surface elev. ft. Depth to limiting factor in. Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 'Eff#1 GPM'
*Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
• 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 994 200'' St.
CST-POWTSM Cutting Edge Four, LLC Baldwin, WI 54002
Lic. #248956 SE1/4,NE1/4,S4,T29N,R17W Bus.(715) 684-5680
Town of Hammond, St. Croix Co. Fax.(715) 684-3449
Hillside Heights, Lot 48
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. 100.0017t
Top of 3/4" pvc pipe
• = Alt Benchmark Ele. 100.2017t
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
B1 = 98.05Ft
B2 = 98.05Ft
B3 = 97.25Ft
B4 = OO.OOFt
ss~`
S
751
-41
\ JO Ar.~~~
69494 S.F. ,p3 63'x. / i
_ 1.60 Acs
N.B. 69494-S.E.-
1.60 Ac.
tK / 6982 SIB`.
A K%*
1.81 Ac. N.B~78951 S.F.
\ 4 r / / N.B. 1.81 Ac
_-$2'
1013 S.F.
~ ,,2.33 ~YcCpp bj~. / / dd o~ 4 ----'z
1' I 1 I
N% N B 212 Ac. - / off 101 ~F89 S. F.
\ - / X2!33 Ac. N.B. 61975 S.F.
/ N.B. 1.:42 Ac.
LBO = 1094.0'
H : U
O = 1094.0'
I +
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. tt
91007 8.F
2.09 4c. , t
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i N.B. 1.87 Ali.
W
O
-I 377226--S-F,
/ 3.15 Ac. \
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AB. 1.58 Ac. O
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