HomeMy WebLinkAbout018-2019-53-000 (3)
of sin SOIL EVALUATION REPORT RAJLD
Page 1 o#1384
Department of Commerce in accordance with Comm 85, Wis. Adm. Code
Division of Safety and Buildings Steel'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 ' nce to nearest road. Parcel I.D. D
en mg ' S3~Uv
Please print I v 5D Revie d By Date
Personal information you provide may be sed fo ry purposes (Privacy aw, s. 15.04 (1) (m)).
Property Owner L 19 2pp V53 rty Location
Rolling Hills Of Hammond LLC. ,U Lot na NW1/4, SW1/4, S29, T29N, R17W
Property Owner's Mailing Address ~X COUNT Block # Subd. Name or CSM#
400 2nd st ST CRO na Rolling Hills Farm
City State Zi Cod 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
Flood plain elevation, if applicable na ft.
Parent material Silty sediment and underlying reddish sandy loam till
General comments Conventional system, system elevation 96.79ft. Trenches spaced and depth to code based 5.91 ft below
and recommendations: grade.
❑
1 Boring # Boring Pit Ground surface elev. 102.70 ft. Depth to limiting factor 110 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 0-8 10yr3/3 none I 2msbk mfr cs 1c .6 .8
2 8-24 10yr4/4 none sicl 2msbk mfr cs 1c .4 .6
3 24-110 10yr6/6 none Is osg mvfr na na .7 1.6
F2 ]Boring # ❑ Boring
❑ Pit Ground surface elev. 102.70 ft. Depth to limiting factor 110 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ftZ
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-9 10yr3/2 none sil 2msbk mfr cs 1vf .6 .8
2 9-19 10yr4/4 none sl 2msbk mfr gw na .4 .6
3 19-120 10yr6/6 none is osg mvfr na na .7 1.6
* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 1S.30 mg/L and TSS <30 mg/L
CST Name (Please Print) Signature: CST Number
David I Steel J 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)
Prbperty Owner Rolling Hills Of Hammond LLC. Parcel ID # Pending Page 2 of 3
Fil Boring # ❑ Boring
❑ Pit Ground surface elev. 98.40 ft. Depth to limiting factor 110 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 0-12 10yr3/2 none sil 2msbk mfr Cs 1Vf .6 .8
2 12-32 10yr4/4 none scl 2msbk mfr gw na .4 .6
3 32-62 7.5Yr4/4 none SI om na 9w na .2 .6
4 62-110 10yr6/6 none Is osg mvfr 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. Munseli 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
r
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 53 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. 102.00 ft
Top of 3/4" pvc pipe
= Borings
Boring Elevations
BI = 102.70 ft
B2 = 102.70 ft
B3 = 98.40 ft
B4 = 0.00 ft
~~c o ~n p
/v;,, 70
17-
7-6
7~