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Visconsin SOIL EVALUATION REPORT #1868
Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3
Division of Safety and Buildings Steel's Soil Service
Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St. Croix
include, but not limited to: vertical and horizontal reference point (B irection and
percent slope, scale or dimensions, north arrow, and locatio ista ce to nearest road. Parcel I.D.
G n ing
Please print all in... `0 Revi ed By Date
Personal information you provide may be us or se purpes (Privacy La s. 15.04 (1) (m)).
Property Owner 1 g Pro erty Location
Rolling Hills Of Hammond LLC. Govt. Lot na NW1/4, SW1/4, S29, T29N, R17W
Property Owner's Mailing Address S~ GRO~XG 39 Block # RSubd. olling # 31~
400 2nd - ,L
g Hills Fa j
city State Zip Coe P umber ❑ 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 94.75ft. Trenches spaced and depth to code 3.00ft below grade.
and recommendations:
F-1-1 Boring # ❑ Boring
❑ Pit Ground surface elev. 97.75 ft. Depth to limiting factor 96 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 *EfM2
1 0-11 10yr3/2 none sl 2msbk mfr cs ivf .6 .8
2 11-23 10yr4/4 none Is osg mfr gw na .7 1.6
3 23-96 10yr5/6 none cos osg ml na na .7 1.6
Boring # ❑ Boring
❑ Pit Ground surface elev. 97.75 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 0-10 10yr3/2 none sil 2msbk mfr gw if .6 .8
2 10-16 10yr4/4 none scl 2msbk mfr gw 1vf .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
" Effluent #1 = BODS> 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 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
Fi-1 Boring # ❑ Boring
❑ Pit Ground surface elev. 93.15 ft. Depth to limiting factor 96 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 0-9 10yr3/2 none SI 2msbk mfr cs if .6 .8
2 9-18 10yr4/4 none grcos osg mfr cs na .7 1.6
3 18-96 10yr5/6 none grcos 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/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
~I
❑ 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/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BODS> 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.
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 Nwl/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 39 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. 100.25 ft
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
B1 = 97.75 ft
B2 = 97.75 ft
B3 = 93.15 ft
B4 = 0.00 ft 7,
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