HomeMy WebLinkAbout018-2009-49-000
1505
r
SOIL EVALUATION REPORT I of 3
Page
Wisconsin Department of Commerce steel's soil service, Inc.
Division of Safet~ and BA trtgs in accordance with Comm 85, Wis. Adm. Code
,'yt County
Attach ccppmmpletesde plan,on paper not less than 8%x 11 inches in size. Plan must St. Croix
include, I hrlldad tp` vertigl and horizontal reference point (BM), direction and Parcel I.D.
percent slope, s 363 6r dimr?n>sians, north arrow4and location and distance to nearest road. v
Please pr nth, irjformation. Reviewed B Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner Property Location
Cutting Edge Four, LLC Govt. Lot N/A SE 1/4 NE 1/4 S 4 T 29 NR 17 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
E976 170 TH Street 49 N/A Hillside Heights
City State Zip Code Phone Number J City _j Village W1 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
f/" New Construction
I 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: Conventional system, system elevation 95.70 ft. Trenches spaced and depth to code 4.00 ft below
grade.
E Boring # I Boring
0 Pit Ground Surface elev. 99.70 ft. Depth to limiting factor 89 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots xE GPDIft*E
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-13 10yr311 none sil 2msbk mfr cs 2f .6 .8
2 13-32 10yr4/4 none sicl 2msbk mfr gw 1vf .4 .6
3 32-89 7.5yr4/4 none slAs 2msbk mfr n/a n/a .6 1.0
a Boring # Boring
Pit Ground Surface elev. 99.72 ft. Depth to limiting factor 88 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 "Eff#2
1 0-12 10yr3/1 none sil 2msbk mfr cs 1f .6 .8
2 12-24 10yr4/4 none sicl 2msbk mfr di 1vf .4 .6
3 24-39 10yr4/4 none sil 2msbk mfr gw n/a .6 1.0
4 38-88 7.5yr4/4 none slfls 2msbk mfr cs n/a .6 1.0
5 88-100 5yr4/4 none sl om mfr n/a n/a .2 .6
* Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L Effluent #2 = BOD5 s30 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 9/3/2004 715-6845680
Property Owner Cutting Edge Four, LLC Parcel ID # Pending Page 2 of 3
F 3 ]Boring # V1 Boring
rli Pit Ground Surface elev. 99.30 ft. Depth to limiting factor $6 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 GEM
*Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-24 10yr3/1 none sil 2msbk mfr gw 1f .6 .8
2 24-38 10yr4/4 none sicl 2msbk mfr cs n/a .4 .6
3 38-86 7.5yr4/4 none cos/is osg mvfr n/a n/a .7 1.6
F-1 Boring # - J I Boring
Pit Ground Surface elev. ft. Depth to limiting factor in. SON Application Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots *Eff#1 P '
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
F-1 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 ,E 1 P *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.
3of3
STEEL'S SOIL SERVICE INC.
David J. Steel Cutting Edge Four, LLC 994200 th St.
CST-POWTSM SE1/4,NE1/4,S4,T29N,R17W Baldwin, W154002
Lie. #248956 Town of Hammond, St. Croix Co. Bus.(715) 684-5680
Hillside Heights, Lot 49 Fax.(715) 684-3449
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
• = Alt Benchmark Ele. 99.90Ft
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
B I = 99.7017t
B2 = 99.70Ft
B3 = 99.30Ft
B4 = 00.OOFt
5~~ 5
q5~ t
~S
2 3
/Jh
~C
-70
G'o
~y.33
\ • - / r
6994 S.F.-- 63
N.B. 69494- S.E.- t2.
-%a_1.60 Ac. 4ul
t~ 8982 S/K
/ i •
1.81/ Ac. ~
„_---NzB-.78951 S.F.
~2 • NA 1.81 Ac_ /
1013 S. F. /r% 1 \ \ / j '394
X2.33 4
\ I H =
M
_~N.B. 2.12 Ac. 101 89 S. F.
X2!33 Ac. N.B. 61975 S.F.
N.B. 1:42 Ac.
LBO = 1094 0,
H a tt
/ O = 1094.0'
I ,
49 ,
t
91007 9.F. t
2.09 4c. \ 1 t
LA N.B.- 81603k~S.F. ` -
/ W N.B. 1.87 Ak.
-1X7226 S~F1 t
0239` . Ftx N.B. s~s~ - - / 3.15 A c. „t2~
N.B. 43 7 S.F. U. I.B. 1.58 Ac.
V`I C Ef3 -C~~ TITE LBO 1094.
'2
180 = 1094.0' / !
X x
Ell
55