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SOIL EVALUATION REPORT #1959
Department of Commerce in accordan 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 in es in Pla ust County St. Croix
include, but not limited to: vertical and horizontal reference p (BM), c and
percent slope, scale or dimensions, north arrow, and location an tance near road. Parcel I.D. '3 (~j(j-C 75
Please p matins. S f~ 3c)
Review y Date
Personal information you provide may b used f~~beo'nd putp Privaci Law, s. 4 (1) (m)). Zs 6(0
Property Owner Property Location
Brad Bazille yy r Govt. Lot na NW114, W1/4, S14, T30N, R16W
i
JU(;
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
1587 250th St - 3 na CSM 's- 3 C} Y
i 1
City Sta ZR.,Qode._. Phone Number F] City ❑ Village Town Nearest Road -7
w / 7
Emerald WI 54013 715-265-7032 Emerald 250Th 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 and loamy sediment underlying by sand and gravel Flood plain elevation, if applicable na ft.
General comments Conventional system, system elevation 93.20ft. Trenches spaced and depth to code 4.00ft below grade.
and recommendations: _
~Ja4,L 50 Spa ~ro o y~~✓ n~-
F 1-1 Boring # ❑ Boring
pit Ground surface elev. 97.20 ft. Depth to limiting factor 120 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistency Boundary Roots GPD/ftZ
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Efr#1 -Eff#2
1 0-12 10yr3/2 none sil 2msbk mfr cs lvf .6 .8
2 12-120 7.5yr4/4 none grcos osg ml cs na .7 1.6
1
►l
❑ Boring
2 Boring # ❑ Pit Ground surface elev. 97.20 ft. Depth to limiting factor 120 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftZ
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 "Eff#2
1 0-7 10yr3/2 none sl 2msbk mfr cs lvf .6 1.0
2 7-24 7.5yr4/4 none gr ms osg ml gw 1vf .7 1.6
3 24-120 7.5yr4/4 none grcos osg ml na na .7 1.6
it
* Effluent #1 = BODS> 30 < 220 mg/L and T >Il mg " Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signature: CST Number
David J. Steel ►VI +V lr 248956
Address Steel's Soil Service Date Evaluation Conducted Telephone Number
994 200th St. Baldwin, WI 5002 9/18/2006 715-760-0347
SBD-8330 (R.07/00)
STEEL'S SOIL SERVICE 3 of 3
David J. Steel Brad Bazille 994 200`h St.
CST-POWTSM NWl/4,NW1/4,S14,T30N,R16W Baldwin, WI 54002
Lic. #248956 Town of Emerald, St. Croix Co. Direct 715- 760-0347
6 Acres CSM 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.
Legend N
1"=40'
♦ = Benchmark Ele. 100.00 ft
Top of 3/4" pvc pipe
• = Alt Benchmark Ele. 102.30 ft
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
BI = 97.20 ft
B2 = 97.20 ft
B3 = 94.70 ft
/ B4 = 0.00 ft
dl 2l
f p5
Ptoperty Owner Brad Bazille Parcel ID # Pending Page 2 of 3
3] Boring # ❑ Boring
❑ Pit Ground surface elev. 94.70 ft. Depth to limiting factor 120 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 0-24 10yr3/2 fill sl na na Cs 1Vf .0 .0
2 24-38 7.5yr4/4 none sl 2msbk mfr Cs 1vf .4 .6
3 38-120 7.5yr4/4 none grcos osg ml na na .7 1.6
4-6
❑ 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 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L ' Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L
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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
09/16/2006 04:56 7157491719 NORTHLAND SURVEYING PAGE 01
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CERTIFIED SURVEY MAP
LOCATED IN PART OF THE NWIA OF THE NW1/4
OF SECTION 14, T30N, R1 6W, TOWN OF
EMERALD, ST. CRODC COUNTY, WISCONSIN.
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OWNER SURVEYOR
i BRAID BAZILLE EDWIN C FLANUM
1587 250TH STREET NORTHLAND SURVEYING, INC.
EMERALD. WI 54013 P.O. BOX 14
ROBERTS, WI 54023
NW CORNER tJGI[~GJ~aD
LSECTION 14 SOUTH LINE OF THE NWt/a 160TH AVENUE N1/4 CON 14R
587°36'67"E 846.28'- -j -
33' 218 5T E 815.34' l 33.0 + _ tD S87°36'S7816.25I('-~
33 2 _ 5 !
\A F pr/G I
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8t3.84' 75' SETBACK m 0 - TLWN I
34.05' N87°36'S7" W 844.89'
w 1 ss7636'57°E
I HOUSE 485.00'
C~
FI=NCELME IS 22 FEEt±
W
5HE WEST OF LOT CORNER
r a~d~ a EXISTING DRIVE
in us mp , p
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ea~ EXISTING FIELD DRIVE 0
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0 LOT 2 N fr L)
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~ N87°27149"W 535.00' 23.20 ACRES INC R/W ¢ z
0 31 54' 503.46' 1,010,686 $0. FT. W i p
22.84 ACRES EXC RAN IQ g
it 75 SETBACK : ~ i 2 ~
994,743 SO. FT. co cc
33' LOT 3
a ' 283' ` N
234'.
~i I ~ PROPOSED ! z
w 16 „ . DRIVE SOUTH LINE OF THE NW1/4 OF THE NWT/4
IN:
556.3G 1293.82'
0 I 1 524 38'
' w _ TING NE 769.24'
` I c;_ _ ` _ - - N87°2 '49'W 1325.60' - - -
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VO JGUU~v om V OW 0] U °9 lr L"J(29_'-Jl°Jc58
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W1/4 CORNER LEGEND ,
SECTION 14 '
0111 I lMINI IM C.0 INTY SFI7inN
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