HomeMy WebLinkAbout032-2056-60-100 • r;r II D f I L-ST -aea( - 131
Wisconsin Deparbne a�, eorei fin • Page 1 of 2
• Division of Industry ,
juN 01 2021 OIL EVALUATION REPORT
0,,,, ""��ccorda ce with SPS385,Wis. Adm. Code County Q3 -ZO -6b-1Do
- o, c.• � Sr. Croix
Attach complete site plan n pape�ho @veea ches in size. Plan must include, � __
but not limited to:vertical n ce point(BM).direction and percent slope, Parcel I.D. fit-
scale or dimensions,north arrow,and location and distance to nearest road. Fromm Ref#2617
Please print all information. Rev by ('//, Dat t/ 1
Personal information you provide may be used for secondary purposes(Privacy L .S. 15.04(1)(m)). ' N /7� / l 7 I
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"_ Property Owner Property Location d
Helene Houle Govt. Lot SE %. SW '% S 16 T 30 N R 19 E (oor��O
rr) 1W
Property Owner's Mailing Address Lot* Block# Subd. Name or CSM# /p1 5
59W 4" St. 01 Na Proposed CSM
City State Zip Code Phone Number 0 City ❑Village ®Town Nearest Road
St. Paul MN 155102 1 ( ) I I Somerset I Rail Dr.
❑ New Construction Use: ® Residential/Number of bedrooms 4 Code derived design flow rate 450 GPD
® Replacement 0 Publiccoranmerk Describe:
Parent material Glacial drift "7"+srho t 4.tyLS Flood Plan elevation if applicable Na ft Ze5N .- /X
General comments and recommendations. Soils are suitable for mound POINTS. All horizons throughout all soil profiles contain approximatley 20%-30%
gr el,co le and stone. Recommend system elevlation to be 109.00'at 12"above above 108.00'contour.
0.Y
OYC ) ZO•nt� 1`eS ,1
1 i Boring#
El Boringl
®,___ Pit Ground surface elev. 101.26 ft. Depth to limiting factor in.
I______ Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2I _
In. Munsell Qu.Az Cont. Color Gr. Sz.Sh.
I •Eff#1 •Eff#2 _
1
I _ 0-6 10yr3/3 none I 2fgr ds cs 2vf,1f 0.6 0.8
1 2 6-13 10yr4/4 none sl 2fsbk mvfr cs 2vf,1f 0.6 1.0
F--- -
; 3 13-24 7.5yr4/4 none sit 2msbk mfr cw lvf 0.4 0.6
4 24-36 7.5yr4/4 f2d 7.5yr5/8 sit lmsbk mfr aw - 0.2 0.3
!t 5 36-42 10yr5/4 c2d 7.5yr5/8 sil 1 csbk mvfr aw - 0.4 0.6
I G 42-74 7.5yr4/4 f2f 7.5yr5/8 sl Om mfi - - 0.2 0.6
i
��
rr ? I Boring# ❑Boring
®Pit Ground surface elev. 11.E 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.Az.Cont.Color Gr. Sz.Sh.
•Eff#1 •Eff#2
I 1 0-7 10yr3/3 none I 2fgr ds cw 2vf,fm 0.6 0.8
i 2 7-23 10yr4/4 none sl 2fsbk ds 9w 2vf,fm 0.6 0.8
3 • 23-35 7.5yr4/6 none sl 2msbk mfr gw 1vf 0.6 1.0
I�
4 35-51 7 5yr4/4 f2d 7.5yr5/8 sit 1 csbk mfr - - 0.2 0.3
r-- - 1 ---
H
•Effluent#1 =BOD,>30 s 220 mg/L TSS> 5 150 mg/L uent#2=BOD >30 5 220 ng/L and TSS>30 5 150 mg/L
r CST Name(Please Pnnt) Sign ure CST Number
James K.Thompson 7 S --- 30021
Address Date Evaluation Conduct Telephone Number 1
L340 Paulson Lake Lane,Osceola.WI 54020-5413 Ma 07,2021 (715)248-7767 �
SBD-8330(R04/151
•
Boring# ❑Boring
l ®Pit Ground surface elev. 100.50 ft. Depth to limiting factor 31"in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh.
'Efl#1 •Efl#2
1 0-8 10yr3/3 none i 2fgr ds gw 2fmc 0.6 0.8
2 8-20 10yr4/4 none sl 2fsbk ds gw 2fmlc 0.4 0.6
3 20-31 7.5yr4/6 none sl 2msbk mfr gw 1vf,fm 0.4 0.6
4 31-50 10yr5/4 f2d 7.5yr5/8 sl lcsbk mfr - - 0.4 0.6
G 0 Boring
or rig#
❑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/FP
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh.
•Eff#1 'ER#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.Az.Cont.Color Gr.Sz.Sh.
•ER#1 •Ethl'2
•
•Effluent#1 =BOD, >30 5 220 mg/L and TSS>30 5 150 mg/L •Effluent#2=BOD. >30 s 220 mg/L and TSS>30 s 150 mg/L
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