HomeMy WebLinkAbout018-2019-32-000
Visemsin SOIL EVALUATION REPOR #1921
Department of Commerce in accordance with Comm 85, Wis. Adm. 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), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. 0 D~jp
Please print all inf;;rivacy matio Revi ed Date
Personal information you provide may be used fo poses Law, s. 15.04 (1) (m)).
Property Owner R Property Location VIN""
Rolling Hills Of Hammond LC. Govt. Lot na NE1/4, SW1/4, S29, T29N, R17W
Property Owner's Mailing Addre~ 'J L ` Lot # Block # Subd. Name or CSM#
400 2nd st ~V TY 32 na Rolling Hills Farm AM~ 3 U- 3 L3' L
City St to Zi%"VO\ one Num ❑ City ❑ Village ❑ Town Nearest Road
Hudson I 54016 5-386-0230 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 100.85ft based on contour line elevation 99.70ft. Minimum of 14 inches
and recommendations: of ASTM C33 mound sand.
I
I
F-11 Boring # ❑ Boring
❑ Pit Ground surface elev. 100.10 ft. Depth to limiting factor 80 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 10yr3/2 none sil 2msbk mfr cs 1vf .6 .8
2 11-32 10yr4/4 none sicl 2msbk mfr gw if .4 .6
3 32-80 7.5yr4/4 none 5l/Is om na gw na .2 .6
4 80-96 7.5yr4/4 c2d 7.5yr5/6 sl om na na na .2 .6
[j Boring
Fil Boring # ❑ Pit Ground surface elev. 100.10 ft. Depth to limiting factor 26 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff2
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 9-17 10yrr4/4 none sicl 2msbk mfr gw na .4 .6
3 17-26 10yr4/4 none scl 2msbk mfr gw na .4 .6
4 26-39 10yr4/4 f2d 7.5yr5/6 scl om na gw na .7 1.6
5 39-68 5yr4/4 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 s30 mg/L and TSS s.30 mg/L
CST Name (Please Print) Signature: 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
Fil Boring # ❑ Boring
❑ Pit Ground surface elev. 97.20 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 0-10 10yr3/2 none sil 2msbk mfr cs if .6 .8
2 10-22 10yr4/4 none Sid 2msbk mfr gw na .4 .6
3 22-31 5yr4/4 c1d 7.5yr5/6 sl 2msbk mfr gw na .6 1.0
4 31-55 5yr4/4 c2d 7.5yr5/6 sl 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/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Efr#2
i
❑ 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 = BOD5> 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,SW1/4,S29,T28N,R17W Baldwin, WI 54002
Lic. #248956 Town of Hammond, St Croix Co. Direct 715-760-0347
Rolling Hills Farm Lot 32 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
B1= 100.10 ft
B2 = 100.10 ft
B3 = 97.20 ft
B4 = 0.00 ft
SUE Corn
4,1-3~- 106, t
/b
61 ~fr,~
q
b
ki
44 3
N
44
w