HomeMy WebLinkAbout030-1095-70-100 (2)
RECEIVED
• ~ 5 i ~ vi ~ aSd
DEc 1 z
Wisconsin Department of d, f r f I ervice
fs
q(, ,
Division of Industry...ServtCs )
SOIL EVALUATION REPORT Page of 3
in accordance with Comm 85, Wis. Adm. Code
County St. Croix
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D 0-1095-70-100
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
Please print all information. Revie by Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 3 711
S
Property Owner Property Location
Virgina Braun Trust Govt. Lot SE 1/4 N 1/4 32 T 30 N R 19 E (or)W
Property Owner's Mailing Address Lot # Block # Subd. Name CSM#
8937 Stonebrooke Trail 1 na
City State Zip Code Phone Number City Village ■ Town Nearest Ro d
Woodbury N4N 55125 ( 65 1-707-4798 St. Joseph 126th ave
n New Construction Useo Residential / Number of bedrooms 5 Code derived design flow rate 750 GPD
n Replacement F] Public or commercial - Describe: na ✓
Parent material outwash Flood Plain elevation if applicable na ft.
General comments Conventional system, system elevation 95.70ft, 3.00ft below grade. Trenches spaced and depth to code.
and recommendations:
1
Boring # 11 Boring
❑
Pit Ground surface elev. 98.70 ft. Depth to limiting factor 120 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fg
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-6 10yr 3/2 NONE sil 2msbk mfr cs lvf .6 1.0
2 6-20 10yr4/4 NONE sic] 2msbk mfr cs lvf .4 .6
3 20-32 7.5yr4/4 NONE sl 2msbk mfr cs na .6 1.0
4 32-44 7.5yr4/4 NONE cos osg ml cs na .7 1.6
5 44-120 7.5YR4/6 NONE ms osg ml na na .7 1.6
F-1 Boring # El Boring 98.70 120
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/f?
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-10 10yr3/2 NONE A 2msbk mfr cs lvf .6 1.0
2 10-19 10yr4/4 NONE sicl 2msbk mfr cs na .4 .6
3 19-24 7.5yr4/4 NONE grms osg ml cs na .7 1.6
4 24-120 7.5Yr4/6 NONE
ms osg ml na na .7 1.6
* Effluent #1 = BOD > 30:< 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) ignatur CST Number
David J Steel IrL 248956
Address Date Evaluation Conducted Telephone Number
1699 150th St New Richmond, W1 54017 11/2/2016 715-760-0347
Property Owner Virgina Braun Trust Parcel ID # 030-1095-70-100 Page 2 of 3
~
Boring # Boring 93.70 120
F31 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/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-10 10yr3/2 NONE sil 2msbk mfr cs lvf .6 1.0
2 10-18 10yr4/4 NONE sic] 2msbk mfr cs lvf .4 .6
3 18-32 7.5yr4/4 NONE scl 2msbk mfr Cs na .4 .6
32-46
4 7.5yr4/6 NONE grins osg ml cs na .7 1.6
5 46-120 7.5yr4/6 NONE ms osg ml na na .7 1.6
❑ Boring # L _I Boring 60
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/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-10 10yr3/2 NONE sil 2msbk mfr cs lvf .6 1.0
2 10-70 10yr4/4 NONE Sid Om mfr na na .0 .0
Boring
F1 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/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#l *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
SBD-8330 (R07/13)
STEEL'S SOIL SERVICE 3 of 3
David J. Steel Virgina Braun Trust 1699 150th St
CST-POWTSM SE1/4NW1/4,S32,T30N,R19W New Richmond. WI 54017
Lic. #248956 Town of St. Josrph, St. Croix Co. Direct 715- 760-0347
CSM lot 1
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 1" pvc pipe
e =Alt Benchmark Eli 91.30 ft
Top of 1 " pvc pipe
❑ = Borings
Boring Elevations
BI = 98.70 ft
B2 = 98.70 ft
B3 = 93.70 ft
B4 = 0.00 ft
t% a
f T"
s,'