HomeMy WebLinkAbout018-2019-25-000 (2)
v# si SOIL EVALUATION REPORT i~~ .~1 #1914
in accordance with Comm 85, Wis. Adm. Code Page 1 of 3
Department of Commerce
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 distance to nearest road. Parcel I.D.
Please print all information.
B Date
Re awed y
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). l~2
Property Owner r~"Zos Property Location
Rolling Hills Of Hammond LLC. Govt. Lot na NW1/4, SW1/4, S29, T29N, R17W
Property Owner's Mailing Address ot # Bloame or CSM#
400 2nd st it 11 1 25 na Rolling Hills Farm
city State Vip Code Phone NNQuUUmb ❑ City ❑ Village ❑ Town Nearest Road
Hudson WI 401 GT. CR§'YS- 0230 Hammond 160Th St
❑ New Construction Use: ❑ R umber 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 100.96ft based on contour line elevation 99.80ft. Minimum of 14 inches
and recommendations: of ASTM C33 mound sand.
F 1-1 Boring # ❑ Boring
❑ Pit Ground surface elev. 99.90 ft. Depth to limiting factor 22 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 0-11 10yr3/1 none sil 2msbk mfr cs if .6 .8
2 11-22 10yr4/4 none sicl 2msbk mfr gw na .4 .6
3 22-48 10yr7/8 c2d 7.5yr5/6 scl om na na na .0 .0
Boring # ❑ Boring
❑ Pit Ground surface elev. 99.90 ft. Depth to limiting factor 50 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 sl 2msbk mfr cs lvf .6 1.0
2 10-33 10yrr4/4 none scl 2msbk mfr cs if .4 .6
3 33--SD- 10yr6/6 none scl 2msbk mfr gw na .4 .6
4 50-77 10yr6/6 cid 7.5yr5/6 Is/scl om mvfr cs na .0 .0
5 77-96 10yr6/6 none Is osg na na na .7 1.6
" Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BOD5 <.30 mg/L and TSS s.30 mg/L
CST Name (Please Print) Sign e: 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)
Pbperty Owner Rolling Hills Of Hammond LLC. Parcel ID # Pending Page 2 of 3
F3 ] Boring # ❑ Boring
❑ Pit Ground surface elev. 97.10 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 0-9 10yr3/2 none Sil 2msbk mfr CS 1vf .6 .8
2 9-24 10yrr4/4 none grscl 2msbk mfr gw ivf .4 .6
3 24-33 10yr4/4 f2d 7.5yr5/6 grscl om na gw 1Vf .0 .0
4 33-50 10yr7/8 c2d 7.5yr5/6 gris 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
❑ 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#l *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 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 25 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 = 99.90 ft
B2 = 99.90 ft
B3 = 97.10 ft
B4 = 0.00 ft
T
v
75~
53 r
°Tb A ZS
Slope-