HomeMy WebLinkAbout018-2009-16-000
°1561
Wisconsin DepartmentDf Commerce a SOIL EVALUATION REPORT page t of 3
Division of Safety and Buildings Steel's Soil Service, Inc.
in rda4e with Comm 85, Wis. Adm. Code
I County
Attach complete a plan on paper not less #W 8% x 11 i jches in size. Plan must St. Croix
O, d a anal refers int (BM), direction and parcel LD. /
include, but not liited to tretc
percent slope, n and distance to nearest road.
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 19 SE 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 16 n/a Hillside Heights
City State Zip Code Phone Number City J Village V1 Town Nearest Road
Hammond WI 54015 715-796-2793 Hammond Cty Rd T
0 New Construction Use: W1 Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement I Public or commercial - Describe:
Parent material Ground and end moraines, pitted glaical drift Flood plain elevation, if applicable n/a
General comments ~
and recommendationsr. Conventional system, system elevation 94.38 ft. Trenches spaced and depth to code 4.67 ft below
grade.
Boring # m Boring
1„Pit Ground Surface elev. 99.05 fl. Depth to limiting factor 110 in. Sol Application Rate
f on Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots G1W
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
0-15 10yr3/1 none sil 2msbk mfr cs 1f F7.6 .8
15-25 10yr4/4 none sicl 2msbk mfr cs 1vf .6
3 25-39 10yr4/4 none scl 2msbk mfr cs na .4 .6
4 39-110 10yr6/4 none sl/Is 2msbk mfr na na .6 1.0
M Boring # Boring
01 Pit Ground Surface elev. 99.05 ft. Depth to limiting factor 110 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots *E 1 PD/ftzE
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-11 10yr3/1 none sil 2msbk mfr cs 1f .6 .8
2 11-24 10yr4/4 none sicl 2msbk mfr cs na .4 .6
3 24-36 10yr4/4 none scl 2msbk mfr cs na .4 .6
4 36-110 10yr6/4 none slAs 2msbk mfr na na .0 .0
L _j
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:/. CST Number
David J. Steel 248956
Address Steel's Soil Servi , c. Date Evaluation Conducted Telephone Number
994 200th St., Baldwin, WI 54002 9/13/2004 715-6845680
Property Owner Cutting Edge Four, LLC Parcel ID # Pending Page 2 of 3
31 Boring # Boring
Pit Ground Surface elev. 95.25 ft. Depth to limiting factor 110 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
1 0-12 10yr3/1 none sil 2msbk mfr gw 1f .6 .8
2 12-31 10yr4/4 none Sid 2msbk mfr 9w na .4 .6
3 31-47 10yr4/4 none scl 2msbk mfr gw, na .4 .6
4 47-110 10yr6/4 none slAs 2msbk mfr na na .6 1.0
Borng # I Boring
F-1 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
1-1 Boring # J 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 P
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
ill
I
it
* 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 altemate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
3 of 3
STEEL'S SOIL SERVICE INC.
David J. Steel Cutting Edge Four, LLC 994 2000' St.
CST-POWTSM NE1/4,SE1/4,S4,T29N,R17W Baldwin, W154002
Lic. #248956 Town of Hammond, St. Croix Co. Bus.(715) 684-5680
Hillside Heights, Loi 16 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
/-w xihe 1" = 40'
♦ = Benchmark Ele. 105.35 ft
Top of 3/4" pvc pipe
• = Alt Benchmark Ele. 100.60 ft
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
B1=99.05ft
B2 = 99.05 ft
B3 = 95.25 ft / Vol
B4=0.00ft
76,1°
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