HomeMy WebLinkAbout018-2019-28-000
r n SOIL EVALUATION REPORT JL-D #1917
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 (BM I, direction and
percent slope, scale or dimensions, north arrow, and locati nce to nearest road. Parcel I.D. Q ( 17F-W a
Please pri ld'E'D Revie d By 2, Date
Personal information you provide may be ed for condary purposes (Privacy w, s. 15.04 (1) (m)). 0t
__t, I , & ~L~ Property Owner Luuu roperty Location
Rolling Hills Of Hammond LLC. ovt. Lot na NE1/4, SW1/4, S29, T29N, R17W
Property Owner's Mailing Address ST CROIX C L t # Block # Subd. Name or CSM#
400 2nd st 28 na Rolling Hills Farm
City State Zi C one Number E] City E] 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 Mound design, system elevation 100.1 Oft based on contour line elevation 99.50ft. Minimum of 6 inches of
and recommendations: ASTM C33 mound sand.
F 1-1 Boring # ❑ Boring
❑ Pit Ground surface elev. 99.80 ft. Depth to limiting factor 70 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
1 0-9 10yr3/2 none sil 2msbk mfr cs if .6 1.0
2 9-18 10yr4/4 none sicl 2msbk mfr gw if .4 .6
3 18-31 10yr4/4 none sl om na cs ivf .2 .6
4 31-70 10yr7/8 none sl/Is om na na na .2 .6
Boring # E] Boring
2 ❑ Pit Ground surface elev. 99.80 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 sil 2msbk mfr cs ivf .6 .8
2 9-15 10yr4/4 none sicl 2msbk mfr cs ivf .4 .6
3 15-27 5yr4/4 none sl 2msbk mfr cs ivf .6 1.0
4 27-96 10yr6/6 none gris osg mvfr na na .7 1.6
* 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) ignatur CST Number
David J. Steel` 248956
Address Steel's Soil Service Date Evaluation Conducted Telephone Number
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. 97.70 ft. Depth to limiting factor 35 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 1Vf .6 .8
2 8-15 10yrr4/4 none Sicl 2msbk mfr cs 1vf .4 .6
3 15-35 7.5yr4/4 none sl 2msbk mfr gw na .6 1.0
4 35-72 7.5yr4/4 f1f 7.5yr5/6 grcos/sl om na cs na .2 .6
5 72-96 10yr6/6 f2d 7.5yr5/6 sl/Is om na na na .2 .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
F-1 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 200th St.
CST-POWTSM NEI/4,SW1/4,S29,T28N,R17W Baldwin, Wl 54002
Lic. #248956 Town of Hammond, St Croix Co. Direct 715-760-0347
Rolling Hills Farm Lot 28 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. 100.05 ft
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
BI = 99.80 ft
B2 = 99.80 ft
B3 = 97.70 ft
B4 = 0.00 ft
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