HomeMy WebLinkAbout030-2149-03-000 (2)NAI sconsin,SOIL EVALUATION REPORT 1756
Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3
Division of Safety and Bulldin ' O Steel's Soil Service, Inc.
Attach complete site plan on paper no t+.uYdy sin size. Plan must
County
St. Croix
include, but not limited to: vertical and oriz irection and
percent slope, scale or dimensions, n rth arrow,
en ng
ant dista ce to nearest road. Parcel I.D
Please pri t all i1tr ti Revie d By Date
Personal information you provide may be ed for secondai p_Grp Q($rivacy aw, s. 15.04 (1) (m)).Z v Q Jr
Property Owner ST. CROIX COUNTY Property Location
Pirius, Terry ZONING OFFICE Govt. Lot na NE1 /4 SW /4, S36, T30N, R20W
Property Owner's Mailing Address Lot #Block # Subd. Name or CS
400 South 2nd ST.na Seven Oaks
City State Zip Code Phone Number City Village ® Town Nearest Road
Hudson WI 1 54016 1 715 - 386 -0252 St.Joseph I 125Th St
New Construction Use: ® Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement Public or commercial - Describe na
Parent material Knolls of pitted outwash plains Flood plain elevation, if applicable na ft.
General comments C onventional system system elevation 94.30 Trenches spaced and depth to code 3. 00ft belowow grade
and recommendations:
F-1-1 Boring # F Boring
pit Ground surface elev. 97.30 ft. Depth to limiting factor 110 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
1 0 -9 10yr3 /2 none sit 2msbk dfr cs if 6 8
2 9 -25 10yr4/4 none Sid 2msbk dfr cs if 4 6
3 25 -110 7.5yr4/4 none cos osg ml na na 7 1.6
IV
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t
tt tt
Fil Boring # Boring 30
Pit Ground surface elev. Q? '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
1 0 -9 10yr3/2 none sit 2msbk dfr cs if 6 8
2 9 -25 10yr4 /4 none sicl 2msbk dfr cs if 4 6
3 25 -110 7.5yr4/4 none cos osg ml na na 7 1.6
1
if
tt
Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L Effluent #2 = BOD <30 mg /L and TSS < mg /L
CST Name (Please int)Si t CST Number
David J. Steel 248956
Address Steel's Soil Service, Inc.Date Evaluation Conducted Telephone Number
994 200th St. Baldwin, WI 54002 7/27/2005 715- 760 -0347
SBD -8330 (R.07 /00)
Property Owner Pirius, Terry Parcel ID # pending Page 2 of 3
3 Boring 3
Boring #pit Ground surface elev. 94.80 ft. Depth to lime ng factor 110 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
1 0 -15 10yr3 /2 none sil 2msbk dfr cs if 6 8
2 15 -24 10yr4/4 none scl 2msbk dfr cs na 4 6
3 24 -130 7.5yr4/4 none cos osg ml na na 7 1.6
I
F-1 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 Eff#2
F]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 Eff#2
Effluent #1 = BOD 30 < 220 mg /L and TSS >30 <150 mg /L Effluent #2 = BOD < 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)Steers SOII SENice, Inc.
STEEL'S SOIL SERVICE INC.
3of3
David J. Steel Terry Pirius 994 200" St.
CST - POWTSM NE1 /4,SW1 /4,S36,T30N,R20W Baldwin, WI 54002
Lic. #248956 To of St. Joesph St. Croix Co.Direct 715- 760 -0347
Lot, 3 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
C Alt Benchmark Ele.99.40 ft
Top of 3/4" pvc pipe
Borings
Boring Elevations
B1=97.30 ft
B2 =97.30 ft
B3 =94.80 ft
B4 =0.00 ft
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