HomeMy WebLinkAbout030-2026-50-000 _ p �� � csrai — oy�
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Division of Indus �T
MAR a 2p21 In SOIL EVALUATION REPORT
with SPS 385,Ws. Adm. Code County
St.Croix
Attach complete site Ian on paper not Ilisgl)8 x 1 inches in size.Plan must include,
but not limited to:ve I and gored' BM).direction and percent slope, Parcel I.D.
scale or dimensions, imiNiiksi n and distance to nearest road. 030-2026-50-000 Ref*2609
Please print all Information. Revved by Date
Personal information you provide may be used for secondary purposes(Priv Law,s. 15.04(1)(m)). & k 1'? I lc(Z/z Z
Property Owner roperty Location L—jJEl
Julia Eichten Govt. Lot 02 '. Y. S 22 T 30 N R 20 E (or) W
Property Owner's Mailing Address Lot* Block# Subd.Name or CSM*
772 Jewell Ave.. 02 Na CSM Vol.04,Pg.908
City State Zip Code Phone Number 0 City 0 Village ®Town Nearest Road
Lake Elmo I MN 55042 I ( ) St.Joseph 11480 Triangle Dr.
®New Construction Use:®Residential/Number of bedrooms¢Code derived design flow rate?IQ GPD
Cl Replacement 0 P lic or/commercial—Describe' .n 71.'
Parent matenal Glacial Drift iL KLY, your 5i17 �C f Pal FloodPlan elevation rf applicable na ft. C.o
General comments and recommendations: Site suitable for mound POWTS.. Reconmmended infiltrative surface elev.to be 97.50'at 15"above 96.25'
contour.
1 Bonny i ❑Bonny
®Pit Ground surface elev.96.27 ft. Depth to limiting factor 2r 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 'Eff02
1 0-9 10yr3/2 none ail 2fgr mvfr caw • 2fmc 0.6 0.8
2 9-22 7.5yr4/4 none el lfsbk mvfr Ow 2fmc 0.4 0.7
3 22-38 7.5yr3/6 none LSBR fragemented - - 2fmc 0.0 0.0
4 38-48 10yr8/3 none LSBR fragemented - - 1vf,fm 0.0 0.0
• El Bonny
2 Boring*
®Pit Ground surface elev.93.82 ft. Depth to limiting factor ar 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. 'Eifel ,ER*2
1 0-7 10yr3/2 none sil 2fgr mvfr cw 2fmc 0.6 0.8
2 7-21 7.5yr4/4 none sl lfsbk mfr ai 2fmc 0.4 0.7
3 20-32 7.5yr4/4 none LSBR fragemented - ai 2fm1c 0.0 0.0
4 32-45 10yr4/4 none LSBR fragemented - - 1vf,fm 0.0 0.0
Effluent*1 =BOD,>30 s 220 ng/L aria:-SS>30 s 150 my/1. • nt*2=BODt>30 s 220 mg/L and TSS>30 s 150 mg/I.
CST Name(Please Print) \ynatoro CST Number
James K.Thompson "I''
„Q 5 30021
Address to Evaluation Conducted 1 Telephone Number
340 Paulson Lake Lane,Osceola,WI 54020-5413 February 25,2021 (715)248-7767
SBD-8330(R04/15)
•
.
• a Boring 0 Boring
®Pit Ground surface elev.96.15 ft. Depth to limiting factor 3gt in.
Soil Application Ral
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu.Az.Cont. Color Gr. Sz.Sh. •EffN1 'E}fa«2
1 0-8 10yr3/3 none sil 2fgr mvfr ow 2fmc 0.6 0.8
2 8-23 7.5yr4/4 none ifs osg ml cw 2fmc 0.5 1.0
3 23-36 10yr8/3 none ad lcsbk mfr ai 2fmlc 0.2 0.3
4 36-49 10yr4/4 none LSBR fragemented - - 1vf,f 0.0 0.0
❑Boring
Boring a
0 Pit Ground surface elev. ft. Depth to limiting factor_in.
Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh.
*EMI 'ER/2
Boring if ❑Boring
❑Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu-Az.Cont.Color Gr.Sz.Sh.
•Effi t •Effff2
•
•Effluent*1 =BOO, >30 s 220 rng/L and TSS>30 5 150 mg/L •Effluent*2=BOD, >30 s 220 ng/L and TSS>30 s 150 mg/L
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