HomeMy WebLinkAbout018-2019-62-000
• 1!r ~nn SOIL EVALUATION REPORT #1893
1 of 3
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 di tance to nearest road. Parcel I.D.Ol
Please print all infor R sewed Date
Personal information you provide may be oses (Privacy aw, s. 15.04 (1) (m)). Dar
Property Owner 2~~6 roperty Location
Rolling Hills Of Hammond LLC. 1 9 ovt. Lot na NE1/4, SW1/4, S29, T29N, R17W
Property Owner's Mailing Address ONTY L t # Block # Subd. Name or CSM#
400 2nd st CFO, 62 nn Rolling Hills Farm
City State Zi Code Phon er ❑ City ❑ Village ❑ Town Nearest Road
Hudson WI 5 715-386-0230 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 Mound design, system elevation 100.1 Oft based on contour line elevation 99.60ft. Minimum of 6 inches of
and recommendations: ASTM C33 mound sand.
❑ Boring #
Ground surface elev. 96.30 ft. Depth to limiting factor 54 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. I*Eff#1 *Eff#2
1 0-16 10yr3/1 none sil 2msbk mfr cs if .6 .8
2 16-36 10yr4/4 none sicl 2msbk mfr cs na .4 .6
3 36-54 7.5yr4/4 none grls osg mvfr cs na .7 1.6
4 54-75 10yr5/8 c2d 7.5yr5/6 grls/scl om na na na .0 .0
Boring # ❑ Ground surface elev. 96.30 ft. Depth to limiting factor 40 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 0-16 10yr3/1 none sil 2msbk mfr cs if .6 .8
2 16-40 10yr4/4 none sicl 2msbk mfr cs na .4 .6
3 40-60 10yr5/8 c2d 7.5yr5/6 scl om na na na .0 .0
* Effluent #1 = BODS> 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 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
. 3
] I-XI Boring # ❑
Ground surface elev. 101.40 ft. Depth to limiting factor 27 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 sl 2msbk mfr cs if .6 .8
2 9-16 10yr4/4 none scl 2msbk mfr CS na .4 .6
3 16-27 10yr6/6 none Is osg mvfr gw na .7 1.6
4 27-65 10yr6/6 cld 7.5yr5/6 Is osg mvfr na na .7 1.6
❑ Boring # ❑ 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 'Eff#2
❑ Boring #
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#t "Eff#2
* Effluent #1 = BOD? 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 994200 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 62 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. 99.95 ft
Top of 3/4" pvc pipe
~s~ < ❑ =Borings
l~ Zorv ~~L~, Boring Elevations
B1 = 96.30 ft
B2= 96.30 ft
B3 = 101.40 ft
B4 = 0.00 ft
a~
X33
13 158