HomeMy WebLinkAbout018-2019-58-000 (2)
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1AVIcosn SOIL EVALUATION REPORT #1889
pa e 1 of 3
Department of Commerce in accordance with Comm 85, Wis. Adm. Code g
Steel's Soil Service
Division of Safety and Buildings
County
Attach complete site plan on paper not less than 8Yx 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 a stance to nearest road. Parcel I.D.
Please print all inform Q viewed Dat
Personal information you provide may be used poses (Privacy aw, s. 15.04 (1) (m)).
a ~o D~
Property Owner roperty Location
Rolling Hills Of Hammond LLC. 9 A. Lot na NW1/4, SW1/4, S29, T29N, R17W
CSM
Property
400 2nd tner's Mailing Address 'O\XCOVN L 58 Blo a# Rod- Name Hills Fa
rm#
City State Zip ode Phone er City Village ' Town Nearest Road
Hudson WI 54 1 715-386-0230 Hammond 160Th St
New Construction Use: Z 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 Mound design, system elevation 100.13ft based on contour line elevation 99.55ft. Minimum of 7 inches of
and recommendations: ASTM C33 mound sand.
F-1-1 Z Boring # Z Boring
Pit Ground surface elev. 99.85 ft. Depth to limiting factor 100 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/112
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-9 10yr3/1 none sil 2msbk mfr cs if .6 .8
2 9-23 10yr4/4 none Sid 2msbk mfr cs 1vf .4 .6
3 23-72 7.5yr4/4 none grsl om na cs na .2 .6
4 72-100 10yr4/6 none Is osg mvfr na na .7 1.6
a Boring # Z Boring
Pit Ground surface elev. 99.85 ft. Depth to limiting factor 29 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-12 10yr3/1 none sit 2msbk mfr cs 1vf .6 .8
2 12-29 10yr4/4 none sl 2msbk mfr cs na .4 .6
3 29-86 7.5yr4/4 cld 7.5yr5/6 Is/sl om na na na .2 .6
* Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS <30 mg/L 41 CST Name (Please Print) ignature: 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. 97.55 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 0-10 10yr3/1 none sil 2msbk mfr cs if .6 .8
2 10-24 10yr4/4 none Sid 2msbk mfr gw lvf .4 .6
3 24-45 7.5yr4/4 none grsl om na gw na .2 .6
I
4 45-96 7.5yr4/6 none 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
❑ 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 200th St.
CST-POWTSM NiM/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 58 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. 99.90 ft
Top of 3/4" pvc pipe
l,~ ❑ = Borings
C` Boring Elevations
N. BI = 99.85 ft
B2 = 99.85 ft
Y B3 = 97.55 ft
B4 = 0.00 ft
~~C~ner ~ ~z~ ai 7L
95'