HomeMy WebLinkAbout018-2009-20-000 (2)
1566
Wisconsin DePartmentot)Commerce fi}y $OIL EVALUATION REPORT Page 1 of 3
Division of Safety and B Idin s t Steel's Soil Service, Inc.
y g in accordancll with Comm 85, Wis. Adm. Code
r County
Attach complete site p raft drrpapergw~/. x 11 in hes in size. Plan must St. Croix
include, but not limited to: vertical and horizontal refe'~ ~oint (BM), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D.
Please print all information. Review Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). S
Property Owner Property Location
Cutting Edge Four, LLC Govt. Lot na 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 20 na Hillside Heights
City State Zip Code Phone Number City I Village M►' Town Nearest Road
Hammond Will 54015 715-796-2793 Hammond Cty Rd T
V1 New Construction Use: V Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
_ I Replacement Public or commercial - Describe:na
Parent material Ground and end moraines, pitted glaical drift Flood plain elevation, if applicable na
General comments ~a
and recommendations: Conventional system, system elevation 96.11ft. Trenches spaced and depth to cod 2.59 ft below grade. /
_
Boring # J Boring 61 (~T -5
Pit Ground Surface elev. 98.70 ft. Depth to limiting factor 83 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-11 10yr3/1 none sill 2msbk mfr cs 1vf .6 .8
2 11-22 10yr4/4 none sicl 2msbk mfr cs na .4 .6
3 22-40 7.5yr4/4 none sl 2msbk mfr cs na .6 1.0
4 40-83 7.5yr4/6 none Is osg ml cs na .7 1.6
5 83-96 7/5yr4/4 c2d 7.5yr5/6 sicl om mfr na na .0 .0
F2] Boring # Boring
jf1 Pit Ground Surface elev. 98.70 ft. Depth to limiting factor 75 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 0-10 10yr311 none sil 2msbk mfr cs 1vf .6 .8
2 10-22 10yr4/4 none sicl 2msbk mfr cs na .4 .6
3 22-75 7.5yr4/4 none Is osg ml cs na .7 1.6
4 75-96 7.5yr4/4 c2d 7.5yr4/4 sicl om mfr na na .0 .0
* Effluent #1 = BOD5> 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) Sianature: CST Number
David J. Steel 248956
Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number
994 200th St., Baldwin, WI 54002 9/13/2004 715-684-5680
Property Owner Cutting Edge Four, LLC Parcel ID # Pending Page 2 of 3
3 ] Boring # Boring
Pit Ground Surface elev. 96.60 ft. Depth to limiting factor 69 in. Soil Application Rate
F
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
1 0-11 10yr3/1 none sil 2msbk mfr cs 1vf .6 .8
2 11-21 10yr4/4 none sicl 2msbk mfr cs 1vf .4 .6
3 21-69 7.5yr4/6 none gcos osg mvfr cs na .7 1.6
4 69-75 7.5yr4/6 c2d 7.5yr4/4 sicl/scl om mfr na na .0 .0
❑ 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 P
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
❑ 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 GPD/W
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.
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STEEL'S SOIL SERVICE INC.
David J. Steel Cutting Edge Four, LLC 994 200th St.
CST-POWTSM SE1/4,NE1/4,S4,T29N,R17W Baldwin, WI 54002
Lic. #248956 Town of Hammond, St. Croix Co. Bus.(715) 684-5680
Hillside Heights, Loi 20 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 N
1" = 40'
= Benchmark Ele. 100.00 ft
Top of 3/4" pvc pipe
• = Alt Benchmark Ele. 99.70 ft
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
B 1 = 98.70 ft
B2 = 98.70 ft
Y B3= 96.60 ft
B4 = 0.00 ft
3 ~S o27r
r
r
~~q C~
sot A. to
--A-O&. 25' - I I III
= 1098.0' 2A_ \ , 1 \ Q a
_ 6$436 S.F. N.d. 4L23 S.F.\ j)
I ~
I I
J 1.50 C. NIB.. .05 Ac. @
cC4
n
74 LBd =109&0, ► I I
I
47 I
1 ,t N 89 0'59" W I I,
4 1 74.18'4 70 4\ - $3-3- I I I
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l -$'g'3z' 38- W-
227.68'\ 1 ? I 1 1
-All 1 t I rA
a
II
x50374 S.F. / i 11 I °
i 3.45 Ac.
N.B. 113556 S.Fl
H = 1093.5 N.B. 2.61 BSc. / b I
LBO = 1095.51 / 1 I Q
i o / I( \II~ U
H a 1093.51 I
t
0 0648 S~\F. i N j vii~
~ 2.4:1 Ac.~ _ _ 1I
( c I I I
\ \ L9\0 1085.5'
1 43. 74386 S.F. \ \ Q
\ N @, 1.70 AR
t 1\ \ ,~~g~~`~O„ ~ \ I ~ Ili
\ ~4 - \ N jl i t O
\ \ 1~ t 1 ~l l i I I
\ L'~ \ 1 , 1 I 1 I ~f~ II I
2\ 1 \ 1 811170 IS.F. i ! I I ,j I
l kB. 81170 S.F. 11.86 //AC. lilt
\ S. 1.861 Ac.
t" 1 ~ E / I I
2 / / i l I BENCH
\8// P OF RAIL
\ 171476 S.F. /N-B. 7147 ' .F. / N~ I+ ► LEVATION
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