HomeMy WebLinkAbout018-2009-40-000
1523
SOIL EVALUATION REPORT Page I of 3
Wisconsin Department of Conlimerce + i 4 Steel's Soil Service, Inc.
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code
i County
Attach complete site plan on papern4t 10S$ than 8%x 11 inches in size. Plan must St. Croix
include, but not limited td:-~redraal.t~ pr l nfferfte point fBM), direction and J _
Parcell.D.
percent slope, scale or dimensions, north arrow, atl~ta atlonwid distance to nearest road. L// 6 Z ~!Zl
Please print all information. Reviawed - Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m))• ~~~jy l U
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 # ~B~Iock # Subd. Name or CSM#
E976 170 TH Street 40 n/a Hillside Heights
City State Zip Code Phone Number J City J I Village a Town Nearest Road
Hammond WI 54015 715-796-2793 Hammond Cty Rd T
Use: 16 Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
New Construction
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: Conventional system, system elevation 100.40 ft. Trenches spaced and depth to code 3.00 ft below
grade.
Boring # Jd Boring
Pit Ground Surface elev. 103.40 ft. Depth to limiting factor 100 in. Soil Application Rate
Horizon Depth Dominant or Redox Description Texture Structure Consistence Boundary Roots *E GPD/ft;E
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-9 10yr3/1 none sil 2msbk mfr cs 1f .6 .8
2 9-20 10yr4/4 none scl 2msbk dfr cs n/a .4 .6
3 20-100 7.5yr4/6 none Is/cos osg ml n/a n/a .7 1.6
Boring # Boring
Pit Ground Surface elev. 103.40 ft. Depth to limiting factor 96 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E ~ PD/ft*Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-11 10yr3/1 none I 2msbk mfr cs 1f .6 .8
2 11-27 10yr4/4 none scl 2msbk dfr gw n/a .4 .6
3 27-96 7.5yr4/6 none Is osg ml n/a n/a .7 1.6
* Effluent #1 = BOO 5> 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) ature: CST Number
David J. Steel 248956
Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number
994 200th St., Baldwin, WI 54002 9/712004 715-684-5680
Property Owner Cutting Edge Four, LLC Parcel ID # Pending Page 2 of 3
3 ] Boring # Boring
F
J Pit Ground Surface elev. 99.30 ft. Depth to limiting factor 100 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots P
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-12 10yr3/1 none I 2msbk mfr CS 1f .6 .8
2 12-31 10yr4/4 none sl 2msbk dfr os n/a .6 1.0
3 31-100 7.5yr4/6 none cos osg m1 n/a n/a .7 1.0
Boring # Boring
F-1`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 GPD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
F-1 Boring # I 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
* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 <30 mg/L and TSS -S_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'h St.
CST-POWTSM Cutting Edge Four, LLC Baldwin, WI 54002
Lic. #248956 SEl/4,NE1/4,S4,T29N,R17W Bus.(715) 684-5680
Town of Hammond, St. Croix Co. Fax.(715) 684-3449
Hillside Heights, Lot 40
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. 100.80Ft
Top of 3/4" pvc pipe
❑ = Borings N
Boring Elevations
B 1 = 103.4OFt
B2 = 103.4OFt
B3 = 99.30Ft
B4 = OO.OOFt
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7 89'37'51,
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t\ ` o 1.50 Ac._ ) j
37 \I W 34 \O N.B. 654\J9-S.F. l 111 ~I t l
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0 65716 S.F. /r 65516 S\~._ ~P-34-`20'iq= I I
1.61 Ac.
50 Act
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r-& 60789/S.F. / N.B. 655 S.F. \
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N.B. 65P93~ S.F./
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1.83 ABC. ~N.B. 1 6 Ac. N.B4 654091 F.
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