HomeMy WebLinkAbout018-2009-35-000
l F' J
1519
SPOIL EVALUATION REPORT Page 1 of 3
Wisconsin Department of mmerce, a' Steel's soil service, Inc.
Division of Safety and Bu s < in accordancekith Comm 85, Wis. Adm. Code
County
Attach complete site plan on paper not less than`8'h x4 in size. Plan must St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and v
_ ~l0 V
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D.
Please print all information. Reviewed By 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 NE 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 35 n/a Hillside Heights
City State Zip Code Phone Number J City J Village 1/ 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
New Construction
J 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 100.45, based on contour line elevation 99.20 ft.
Boring # Boring t~ly
Pit Ground Surface elev. 100.20 ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff# ; PD/ft' Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-32 10yr3/1 none I 2msbk mfr CS If .6 .8
2 32-44 10yr4/4 none Sid 2msbk mfr gw n/a .4 .6
3 44-55 10yr4/4 c2d7.5yr5/6 Sid 2msbk mfr cS n/a .4 .6
4 55-76 10yr4/4 c2d7.5yr5/6 Is osg ml nn//a n/a .7 1.6
Fil Boring # Boring
N Pit Ground Surface elev. 100.20 ft. Depth to limiting factor Z( in. Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 'Eff# ~ ~Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-9 10yr3/1 none I 2msbk mfr cs 1f .6 .8
2 9-21 10yr4/4 none Sid 2msbk mfr cS n/a .6 1.0
21-40 10yr4/4 f2d 7.5yr5/6 Sid 2msbk mfr cs n/a .4 .6
4 40-60 10yr4/4 c2d7.5yr5/6 SIAS om mfr n/a n/a .2 .6
* 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) Signature: 24TT~Nuumber
David J. Steel
Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number
994 200th St., Baldwin, WI 54002 9/7/2004 715-6845680
Property r Cutting Edge Four LLC Parcel ID # Pending Page 2 of 3
Owner
e -
F ]Boring # Boring
J Pit Ground Surface elev. 97.50 ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 D *Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-14 10yr3/1 none sl 2msbk mfr gw 1vf .6 1.0
2 14-30 10yr4/4 none sl 2msbk mfr gw n/a .6 1.0
3 30-60 10yr4/4 c2d7.5yr5/6 sl/scl om mfr n/a n/a .0 .0
F-1 Boring # Boring ft
J Pit Ground Surface elev. . Depth to limiting factor in. Soil Application Rate -GEDN 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 # Boring
I Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots *Eff#1 *Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
* Effluent #1 = BOD 5> 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 608-266-31.51 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 NE1/4,NE1/4,S4,T29N,R17W Bus.(715) 684-5680
Town of Hammond, St. Croix Co. Fax.(715) 684-3449
Hillside Heights, Lot 35
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
9 = Alt Benchmark Ele. 100.40Ft
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
B 1 = 100.20Ft
B2 = 100.20Ft
B3 = 97.50Ft
B4 = OO.OOFt Z.~y
L ~1.SbFY
zit j
7
921
D4
36,1
C 4r
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i. r - - - -
/ z W 142 .910
Xo Lq ,3, \3
W / ~~jj I I, I I \
90849 S.F.\\ 85~ 6-2
\ N~ ~ / 12.091 Ac. 1 1.1196
` \ (v / 78~O i !~~.F.// 1
/ ~1 14.8. 811083 S.F. N.B. 7474,
CDn lt.80 J lc- / / A N.B. 1.86 Ac. N.B. 172
N.e. ~85~8 ~/F. / / ~ .
/N.B./ 1.90 plc. HBO = 110/4.0' =1110
/BEN HNAARK ~0 I
51 I E rLul 9/F 1 RO PIPE 1 1 1
'208.4 / wlQN I- 12x.651 1 ~ 1
r1 774,E I I o l 36
1 I w 1
1 20 .25'
76538 , -F. I
/ / / 1 t \ \
1.75 Ac. 1 ' i \ I t , \ \ rn
W.B. 71612 S.F. J/ ~ , \ \ \
\ \ _ \ ^9
N.B. 1.§4-Ac. \
8e'-TEMPORARY w \ 6657 '~.F.\ \ \ J \ \
CUL-DE- AC- \ 1 ;5y AF. \
EA TO \ 70?23\S. . \
-®P MOVED \ \ \l N.B. \666157 kF. \ 1 .ek1 Ac. -
WESTERLY \ N.B.\ 1.5~ Ac.\ N~R. 7497 S.F\ \
t -EXTENSION -OF~
0 \ \ \ \ \ NA 1.61 \Ac. \ \j cD
LH
7- \7 ` 89'37'51 W \ HBO 1
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N 89-',3'7'51'(' W 625.05'\
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