HomeMy WebLinkAbout018-2019-71-000
.v
` #1902
Visconsin SOIL EVALUATION REPORT
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 8Y: x 11 inches in size. Plan must County 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 7/ /Y~b
Please print all informa " viewed Date
Personal information you provide may be used fo oses ( ivacy Law, s. 15.04 (1) (m)).
IQ:
Property Owner Property Location
Rolling Hills Of Hammond L rCVo,-%j
~~6 Govt. Lot na NE1/4, SW1/4, S29, T29N, R17W
Property Owner's Mailing Addres ,v~ v Lot # Block # Subd. Name or CSM# ! ~P
400 2nd st CO 71 na Rolling Hills Farm
City Stat Zip CSV. one er ❑ City [ Village 'X] Town Nearest Road
Hudson WI 54016 15-386-0230 Hammond 160Th St
❑ New Construction Use: ❑ R sidential /Number of bedrooms 4 Code derived design flow rate 600 GPD
❑ Replacement U 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 101.28ft based on contour line elevation 99.70ft. Minimum of 19 inches
and recommendations: of ASTM C33 mound sand.
F-11 Boring # ❑ Boring
❑ Pit Ground surface elev. 100.20 ft. Depth to limiting factor 24 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 0-15 10yr3/1 none A 2msbk mfr cs 1vf .6 1.0
2 15-24 10yrr4/4 none sicl 2msbk mfr cs na .4 .6
3 24-30 10yr4/4 f2d 7.5yr5/6 sicl om na gw na .0 .0
4 30-42 7.5yr4/4 cld 7.5yr5/6 sl om na cs na .2 .6
5 42-50 10yr6/4 c2d 7.5yr5/6 scl om na na na .0 .0
Fil Boring # ❑ Boring
❑ pit Ground surface elev. 100.20 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 0-17 10yr3/1 none sil 2msbk mfr gw if .6 1.0
2 17-28 10yr4/4 none sicl 2msbk mfr gw is .4 .6
3 28-35 10yr4/4 none scl 2msbk na gw na .4 .6
4 35-60 10yr5/8 c2d 7.5yr5/6 scl om na na na .0 .0
* 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 C-77; ~_z 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
F3 ] Boring # ❑ Boring
❑ Pit Ground surface elev. 97.70 ft. Depth to limiting factor 17 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 10yr3/1 none sil 2msbk mfr cs 1Vf .6 .8
2 8-17 10yr4/4 none sicl 2msbk mfr cs na .4 .6
3 17-36 10yr4/4 m2p 7.5yr5/6 sicl om na na na .0 .0
❑ 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#i *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
I
I'
STEEL'S SOIL SERVICE 3 of 3
David J. Steel Rolling Hills Of Hammond LLC 994 200 th St.
CST-POWTSM NE1/4,SW1/4,S29,T28N,R17W Baldwin, WI 54002
Lic. #248956 Town of Hammond, St Croix Co. Direct 715-760-0347
Rolling Hills Farm Lot 71 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. 101.70 ft
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
B1= 100.20 ft
B2 = 100.20 ft
B3 = 97.70 ft
B4 = 0.00 ft
Corner- ~a~ 7O
1-7' 6-D
-7