HomeMy WebLinkAbout018-2019-40-000 (2)
SOIL EVALUATION REP
• Visconsin #1867
Department of Commerce in accordance with Comm 85, Wis. Adm. Page 1 of 3
Division of Safety and Buildings Steel's Soil Service
Attach complete site plan on paper not less than 8'/s x 11 inches in size. Plan must County St. Croix
include, but not limited to: vertical and horizontal reference poin direction and
percent slope, scale or dimensions, north arrow, and to G nd di lance to nearest road. Parcel I.D. I (7~~_Z, ,n\
Please print o IRevi ed Date Personal information you provide may b used f ary purposes rivacy aw, s. 15.04 (1) (m)). v a !G, D
Property Owner 1 roperty Location l t/`~, w
Rolling Hills Of Hammond LLC. j vt. Lot na NW1/4, SW1/4, S29, T29N, R17W
Property Owner's Mailing Address CFO\X 4-4 # Block # Subd. Name or CSM#
400 2nd st 40 na Rolling Hills Farm
City State Zip od one Number ❑ City ❑ Village ❑ Town Nearest Road
Hudson WI 54016 715-386-0230 Hammond 160Th St
❑ New Construction Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
❑ Replacement ❑ Public or commercial - Describe: na
Parent material Silty sediment and underlying reddish sandy loam till Flood plain elevation, if applicable na ft.
General comments Conventional system, system elevation 99.60ft. Trenches spaced and depth to code 3.25ft below grade.
and recommendations:
Boring # ❑ Boring
❑ Pit Ground surface elev. 99.60 ft. Depth to limiting factor 100 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-8 10yr3/2 none sil 2msbk mfr cs if .6 .8
2 8-14 10yr4/4 none scl 2msbk mfr cs 1vf .4 .6
3 14-21 7.5yr4/4 none sl 2msbk mfr gw na .6 1.0
4 21-55 7.5yr6/6 none Is osg mvfr cs na .7 1.6
5 55-100 10yr4/4 none ms osg ml na na .7 1.6
Boring # ❑ Boring
❑ pit Ground surface elev. 99.60 ft. Depth to limiting factor 100 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-10 10yr3/2 none sil 2msbk mfr gw if .6 .8
2 10-16 10yr4/4 none scl 2msbk mfr gw lvf .4 .6
3 16-50 10yr5/8 none Is osg mvfr cs na .7 1.6
4 50-100 10yr6/4 none ms osg ml na na .7 1.6
T
* 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) ignature: CST Number
David J. Steel 248956
Address Steel's Soil Service Date Evaluation Conducted Telephone Number
994 200th St. Baldwin, WI 54002 5/5/2006 715-760-0347
SBD-8330 (R.07/00)
Property-Owner Rolling Hills Of Hammond LLC. Parcel ID # Pending Page 2 of 3
F ]Boring # ❑ Boring
❑ Pit Ground surface elev. 102.80 ft. Depth to limiting factor 120 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-6 10yr3/2 none sil 2msbk mfr CS if .6 .8
2 6-20 10yr4/4 none SCI 2msbk mfr CS lvf .4 .6
3 20-29 7.5yr4/6 none sl 2msbk mfr gw na .6 1.0
4 29-61 10yr5/6 none Is osg mvfr Cs na .7 1.6
5 61-120 10yr5/6 none ms osg ml na na .7 1.6
❑ Boring # ❑ 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 GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
❑ Boring # ❑ 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 GPDV
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2
it
* Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS a 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.
SBD-8330 (R.07/00) Steel's Soil Service
STEEL'S SOIL SERVICE 3 of 3
David J. Steel Rolling Hills Of Hammond LLC 994200 th St.
CST-POWTSM NW1/4,SW1/4,S29,T28N,R17W Baldwin, WI 54002
Lic. #248956 Town of Hammond, St Croix Co. Direct 715-760-0347
Rolling Hills Farm Lot 40 Fax 715-684-3449
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use.
The location of this test may or may not be as shown, as permanent lot lines were not established at the
time the soil test was conducted.
Legend N
1"=40'
♦ = Benchmark Ele. 100.00 ft
Top of 3/4" pvc pipe
• = Alt Benchmark Ele. 100.00 ft
7i Top of 3/4" pvc pipe
J ❑ = Borings
b Boring Elevations
B 1 = 99.60 ft
B2 = 99.60 ft
0 B3 = 102.80 ft
B4 = 0.00 ft
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7~b
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