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1016 Hero SOIL EVALUATION REPORT ---.L~►- #1905
Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3
Division of Safety and Buildings teel's Soil Service
County Attach complete site plan on paper not less than 8'%x 11 inches in size. Plan must St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. elf - 51,d' _ 17Y-66 U
Please print all information. Rev' wed B -Rgp~ Date
Personal information you provide may b ffiiD(Privac Law, s. 15.04 (1) (m)).
Property Owner GG Property Location
Rolling Hills Of Hammond LLC. 006 Govt. Lot na NE1/4, SW1/4, S29, T29N, R17W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
400 2nd st COUNTY 74 na Rolling Hills Farm
City State =111715-386-0230 one Number E] City E] Village Z Town Nearest Road
Hudson WI Hammond 160Th St
New Construction Use: E 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 At Grade or Mound design, system elevation 99.60ft for At Grade. System elevation 99.60ft for Mound
and recommendations: based on contour line elevation 99.1 Oft. Minimum of 6 inches of ASTM C33 mound sand.
ill
Fq Z Boring # ❑ Boring
Pit Ground surface elev. 100.60 ft. Depth to limiting factor 100 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
1 0-10 10yr3/2 none I 2msbk mfr gw 1vf .6 .8
2 10-26 10yr4/4 none sicl 2msbk mfr gw na .4 .6
3 26-100 10yr6/6 none fls om mvfr na na .5 1.0
M Z Boring # Boring
Pit Ground surface elev. 100. ft. Depth to limiting factor 65 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
1 0-11 10yr3/2 none I 2msbk mfr gw lvf .6 .8
2 11-26 10yrr4/4 none sl 2msbk mfr gw na .6 1.0
3 26-65 7.5yr4/6 none sl/Is om na Cs na .2 .6
4 65-85 10yr5/8 none scl/Is om na na na .0 .0
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mgr/L, Effluent #2 = BOD5 < 30 mg/L and TSS S.30 mg/L
CST Name (Please Print Signa CST Number
David J. Steel 248956
Date Evaluation Conducted Telephone Number
Address Steel's Soil Service
994 200th St. Baldwin, WI 54002 6/12/2006 715-760-0347
SBD-8330 (R.07/00)
Property Owner Rolling Hills Of Hammond LLC. Parcel ID # Pending Page 2 of 3
Fi-] Boring # ❑ Boring
❑ Pit Ground surface elev. 98.20 ft. Depth to limiting factor 67 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 0-14 10yr3/2 none I 2msbk mfr cs lvf .6 .8
2 14-23 10yrr4/4 none scl 2msbk mfr gw na .4 .6
3 23-67 7.5yr4/4 none Is osg mvfr cs na .7 1.6
4 67-96 7.5yr4/4 c2d 7.5yr5/6 Is osg mvfr na na .7 1.6
F-1 Boring # ❑ Boring
El 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 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 994 200t' St.
CST-POWTSM NE1/4,SWl/4,S29,T28N,R17W Baldwin, WI 54002
Lic. #248956 Town of Hammond, St Croix Co. Direct 715-760-0347
Rolling Hills Farm Lot 74 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
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
BI = 100.60 ft
B2 = 100.60 ft
B3 = 98.20 ft
B4 = 0.00 ft
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