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• Wis. 3
s.Dept.of Safety and Professional 4 2020 SO L EVAL T Page_of_
Division of Safety and Bui dings
in accordance with S-. 385,Wis. Adm. Code
Croi Count County St Croix
Attach complete site plan on pa•4 .• : ,- , :. ik ye . . in size.Plan must
include,but not limited to:v: •1- y . • r. - : : •: t(BM),direction and p���p/�]I.D.
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. a 7_ /671 - ,�--Zee)
Please print all information. R_ ijam/ ed by ) / ` Date �7
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). K_ / I / 1 //) `Z
Property Owner Properly Location ///XXX 11 // L �f ❑
Dianne Enerson Govt.Lot NE 1/4 NW1/4 S 29T 29N R I(`8E(or)W
Property Owners Mailing Address Lot# Block# Subd.Name or CSM# /�
781 103Rd ST Z na 2y rf4eC5 csm �7 9
City State Zip Code Phone Number laity OVllage Qrow i Nearest Road
Roberts WI 54023 612-419-7390 80th avc
1 I I ( ) Town of Warren 1
0 New Construction Usefl Residential I Number of bedrooms 4 Code derived design flow rate 600 GPD
❑Replacement ❑ Public or commercial-Describe: na
Parent material Loamy Glacial Till Flood Plain elevation if applicable ZUL'L- X na ft.
General comments Mound design,system elevation 107.05ft based on contour line elevation I05.80ft.Minimum 15 inches of Mound
and ttons: sand.
w h Sc c-e >
Bori
I �# Q Pit Ground surface elev. 105.80 ft. Depth to limiting factor 23 in.
Soil Application Rate ,
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft '
in. Munsel Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 'Eff#2
I 0-1l 10yr3/2 none sil 2msbk mfr cs Ivf .6 .8
2 11-23 7.5yr4/4 none sicl 2msbk mfr CS na _4 .6
3 23-30 I0yr8/3 Fractured limestone bedrock Om na na na .0 .0
2 Boring# CIBoring 105.80 27
0 pit Ground surface elev. ft. Depth to Grating factor in. r
Sail Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft '
in. Munsel Qu.Sz. Cont Color Gr.Sz.Sh. •Eff#1 •Eff#2
1 0-11 10yr3/2 none sil 2msbk mfr cs lvf .6 .8
2 11-27 7.5yr4/4 none sicl 2msbk mfr cs na .4 .6
3 27-36 10yr8/3 Fractured limstone bedrock om na na na .0 .0
•Effluent#1=BOD s>30<220 mg&and TSS> <150 mg/L •Effluent#2=BOD s<30!my_and TSS <30 mg/L
CST Name(Please Print) Slgnat CST Number
David 1 Steel 248956
Address Date Evaluation Conducted Telephone Number
1699 150th St New Richmond,WI 54017 10-30-2020 715-760-0347
SBD-8330(R11/11)
Dianne Enerson 2 3
Property Owner n Parcel ID# Page of
3 Boring# U Bonny 104.20 21
Ifj 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 2
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 'Eff#2
1 0-9 10yr3/2 none sil 2msbk mfr cs 1 of .6 .8
2 9-21 7.5yr4/4 none sicl 2msbk mfr cs na .4 .6
3 21-36 10yr8/3 Fractured Limestone bedrock om na na na .0 .0
H Bori
Boring# ng
pit Ground surface elev. ft. Depth to limiting factor in.
I Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure 'Consistence Boundary Roots GPO/ft '
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 *Eff#2
Boring
Boring# Ground surface elev. ft. Depth to limiting factor in.
Pit ' Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/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=BOO ,<30 mg&L and TSS <30 mg&
The Dept.of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to
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S868330Te1(RI I/I 1)
STEEL'S SOIL SERVICE 3 of 3
David J. Steel Dianne Enerson 781 103rd St
CST-POWTSM NE1/4,NW1/4,S29,T29N,R18W Roberts, ,WI 54023
Lic. #248956 Town of Warren, St. Croix Co. 715-419-7390
715-760-0347 CSM .25 c7c re 5
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
ad • =Alt Benchmark El 99.30 ft
Top of 3/4" PVC Pipe
o = Borings
Boring Elevations
B 1 = 105.80 ft
B2 = 105.80 ft
- - - - - B3 = 104.20 ft —
OY-h A v G B4= 0.00 ft '
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