HomeMy WebLinkAbout018-2019-50-000 (2)
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Visconsin SOIL EVALUATION REPORT #1881
Department of Commerce in accordance with Comm 85, Wis. Adm. Code 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. n mg G
Please print all informa " Re 'ewed B Date
Personal information you provide may be used for oses (P acy Law, s. 15.04 (1) (m)). u eL a b
Property Owner Property Location
Rolling Hills Of Hammond LL . e 'LO~6 Govt. Lot na NW1/4, SW1/4, S29, T291N, R17W
Property Owner's Mailing Address ` Lot # Block # Subd. Name or CSM#
400 2nd st ~v GO~NN 50
na Rolling Hills Farm f
T (nne
city State Zip CQde G one N er City E] Village ❑ Town Nearest Road
Hudson WI 4016 15-386-0230 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 At Grade or Mound design, system elevation 100.25ft for At Grade. System elevation 100.25ft for Mound
and recommendations: based on contour line elevation 99.75ft. Minimum of 6 inches of ASTM C33 mound sand.
F 1-1 Z Boring # ❑ Boring
Pit Ground surface elev. 100.60 ft. Depth to limiting factor 73 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 0-8 10yr3/2 none I 2msbk mfr cs if .6 .8
2 8-16 10yrr4/4 none sicl 2msbk mfr gw 1vf .4 .6
3 16-28 10yr5/8 none sl 2msbk mfr gw na .6 1.0
4 28-73 10yr6/6 none Is osg mvfr gw na .7 1.6
5 73-100 10yr6/6 c2d 7.5yr5/6 Is/sil om na na na .0 .2
Horizion # 5 has 10yr5/4 silt layers 4 to 6 inch.
Fil Boring # Boring
❑ Pit Ground surface elev. 100.60 ft. Depth to limiting factor 79 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 I 2msbk mfr cs Kna..7 .8
2 11-24 10yrr4/4 none sicl 2msbk mfr gw 4 .6
3 24-36 10yr4/4 none grcos osg mfr gw 1.6
4 36-60 7.5yr4/4 none ms osg mvfr gw na .7 1.6
F 6 5 60-79 10yr6/6 none ms osg na gw na .7 1.6
79-96 10yr6/6 c2d 7.5yr5/6 ms/sil om na na na .0 .2
Horizion # 6 has 10yr5/4 silt layers 4 to 6 inches.
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS S30 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
Boring # ❑ Boring
❑ Pit Ground surface elev. 96.45 ft. Depth to limiting factor 54 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 10yr3/1 none sil 2msbk mfr cs ivf .6 .8
2 9-18 10yrr4/4 none sicl 2msbk mfr gw na .4 .6
3 18-24 10yr4/4 none sl 2msbk mfr gw na .6 1.0
4 24-54 7.5 yr4/4 none sl om na gw na .2 .6
5 54-75 10yr5/8 c2d 7.5yr5/6 vfsl om na na na .2 .5
❑ 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 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 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 NW1/4,SW1/4,S29,T28N,R17W Baldwin, WI 54002
Lie. #248956 Town of Hammond, St Croix Co. Direct 715-760-0347
Rolling Hills Farm Lot 50 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' I
♦ = Benchmark Ele. 100.00 ft
Top of 3/4" pvc pipe
• = Alt Benchmark Ele. 99.95 ft
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
BI = 100.60 ft
B2 = 100.60 ft
B3 = 96.45 ft
B4 = 0.00 ft
3' 3 i)A0(
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