HomeMy WebLinkAbout010-1033-60-025
14Sco`nsn SOIL EVALUATION REPORT #198 _
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'/2 x 11 inches in must County St. Croix
include, but not limited to: vertical and horizontal reference poi BM), ion
per slope, scale or dimensions, north arrow, and location an tance rest ad. Parcel I.D.
22 S /T 1
Please print all information. Review By Dat
Personal information you provide may be us id for s y pur~0ge Rnvacy LatN, s. 1 . 1) (m)).
Property Owner - , roperty Location
Brad Bazille e VI h t o q Ic P ~ovt. Lot na NW1/4, W1/4, S14, T30N, R16W
Property Owner's Mailing Address I of # Block # Subd. Name or CSM#
1587 250th St 1 na CSM
City State ip Code Phone Number F-] City [ ] Village L~J] Town Nearest Road'
Emerald WI 54013 715-265-7032 Emerald -26GT 8t & 160Th Ave
New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
n Replacement I_] Public or commercial - Describe: na
Parent material Ridges and foot slopes of ground moraines, pitted glacial drift Flood plain elevation, if applicable na ft.
General comments Mound design, system elevation 96ft. based on contour line elevation 9'i/.'6bft. Minimuum 12 inches of
and recommendations: ASTM 33 mound sand.
Boring # Ground surface elev. 94.50 ft. Depth to limiting factor 40 in. Soil Application Rate
L
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 0-7 10yr3/2 none Sil 2msbk mfr CS if .6 .8
2 7-16 10yr4/4 none sicl 2msbk mfr cs ivf .4 .6
3 16-40 7.5yr4/4 none SI/IS 2msbk mfr gw na .4 .6
4 40-65 5yr4/4 cld 7.5yr5/6 scl/sl om na na na .0 .0
F2 ] Boring # ❑ Ground surface elev. 94.50 ft. Depth to limiting factor 24 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 Sil 2msbk mfr CS if .6 .8
2 8-24 10yr4/4 none sicl 2msbk mfr CS ivf .4 .6
3 24-36 10yr4/4 c2d 7.5yr5/6 Sid 2msbk mfr gw na .4 .6
4 36-50 5yr4/4 c2d 7.5yr5/6 scl/sl 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
248956
David J. Steel
le_~
Address Steel's Soil Service Date Evaluation Conducted Telephone Number
994 200th St. Baldwin, WI 54002 9/18/2006 715-760-0347
SBD-8330 (R.07/00)
Property Owner Brad Bazille Parcel ID # Pending Page 2 of 3
Fil Boring # ] ✓
E Ground surface elev. 92.40 ft. Depth to limiting factor 29 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 0-6 10yr3/2 none sil 2msbk mfr cs 1Vf .6 .8
2 6-10 10yr4/4 none sicl 2msbk mfr cs na .4 .6
3 10-29 7.5yr4/4 none scl 2msbk mfr cs na .4 .6
4 29-60 5yr4/4 c1d 7.5yr5/6 scl om na na na .0 .0
❑ Boring #
1-1 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 # E] 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
I
* Effluent #1 = BOD? 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 Brad Bazille 994200 th St.
CST-POWTSM NW1/4,NW1/4,S14,T30N,R16W Baldwin, WI 54002
Lic. #248956 Town of Emerald, St. Croix Co. Direct 715- 760-0347
6 Acres CSM Lot 1 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. 100.00 ft
Top of 3/4" pvc pipe
0 = Borings
Boring Elevations
B1= 94.50 ft
B2 = 94.50 ft
B3 = 92.40 ft
B4 = 0.00 ft
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+ 09/16/2006 04:56 7157491719 NORTHLAND SURVEYING PAGE 01
h,g - Z,54 are- fio- ' e e` 1°4
CERTIFIED SURVEY MAP
LOCATED IN PART OF THE NW1/4 OF THE NW1/4
OF SECTION 14, T30N9 R16W, TOWN OF
no EMERALD, ST. CROIX COUNTY, WISCONSIN.
p
A ; OWNER SURVEYOR
BRAD 8AZILLE EDWIN C FLANUM
d 1587 250TH STREET NORTHLAND SURVEYING, INC.
EMERALD, WI 54013 P.O. BOX 14
i ROBERTS, WI 54023
G-_C_--d_Gr D
I I NW CORNER
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SECTION 14 SOUTH LINE OF THE W/4 N1/4 CORNER
- ~1 SOTH AVENUE SECTION 14
- S$7°3 87"E $46.29'
25 =O
33' 218' 33.0 f-81-6 29r 2, #7• G'5 7"E 815,84' L
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813.84' 175' SETBACK C" 0 RAM
34.05' N87°36'5TW844,89' N
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S87°35'87"E
N
House
C, 485.00'
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+ I FENCELINE IS 22 FEET±
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a0)d~rn EXISTING DRIVE OF
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LOT 2 o
N87"27'49"W 535.00' 23.20 ACRES INC RIW ¢
r 1,010,686 SQ. FT.
31;54' 503.46' W 7 d
Qi
z 75' SETBACK 22.84 ACRES EXC R/W IQ
1 994,743 SQ. FT. r"
LOT 3 N
283' - 3S Vol
234' t4, Q
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o i PROPOSED !
i w DRIVE SOUTH QNE OF THE NW1/4 OF THE NW1/q
' 1.98, 556.30 1293.62'
O ' 524,38' 769.24'
w _ TING IVE -
- - - -N$7°$ '49"IN 1325.60
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W114 CORNER LEGEND
SECTION 14
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