HomeMy WebLinkAbout008-1057-30-100 (4) �vED CSC _ C 1� - � �
Wisconsin Dope rid Professional Services Page I of
Division of Industry ,t
�C. � 0 Z SOIL EVALUATION REPORT Z I/O 0041 ,4
O� OV QNt/Eddrdance wnh SPS 385, I County0{g
Attachcomplete ste plan o j.CJR � St Croix oV v_ I D57'30-I DO
'�i toss than 8 1/2 x 11 inches in size
but not limited to:vert rizontal reference point(BM).di a - G� Parcel D. ill
scale or dimensions,north arrow,and location and datance to near S.
Ref#2465
Please print all information. `,'� R by Data
Personal information you provide may be used for secondary papa- ,Law.s 15 04(1)(m)) I/0/o� Z //
Properly Owner � Property Location 0
,Ij..9J
Joan Larson Govt.Lot NW V. NE V. S 19 T 2 N R 16 E (or) W
Property Owners Mailing Address _Lot if / Block I ,, .Name or CSMM 2 7' (�/t f/V
2149 30°Ave. .1 na
City State Zip Code Phone Number 0 City 0 Village ®Town Nearest Road
Baldwin I WI 154002 I (715)220-8306 I I Eau Galle 1220''Street
❑ New Construction Use:® Residential/Nurtberof bedrooms 3 Code derived design flow rate 450 GPD
® Replacement ❑Pubic or commercial-Descnbe: _ Zer..-v<
Parent material Glacial Till Flood Plan elevation rf applicable na ft
General comments and recommendations: Ste suitable for mound POWTS Recommended infiltrative surface elev to be 104 50'at 6"above 104 00'contour
1 B«rrga El deg /
®Pit Ground surface elev 104 02 ft Depth to irrrg factor 2r NI.
Soil Application Rate
Nation Depth Dominant Color Redox Desalption Texture Structure Consistence Boundary Roots GPD/Ft'
In Monett Cu Az.Cont.Color Gr Sr Sh 'Effi1 EIt#2
I 0.8 10yr3/3 none Si) 2fgr mvfr ow 2vf,f 0 6 0 8
2 8-22 7.5yr4/6 none sl 'Webb mvfr cw 1vf.f 0.4 0.7
3 22-30 7.5yr4/6 none coil test* mfr cw - 0.4 0.7
4 30-46 7.5yr4/6 r217.7yr5/8 cosl lrsblc mfr cw - 0.4 0.7
5 46-52 7.5yr4/6 c2d 7 5yr5/8 set Om mfi - - 0.0 0.0
/2 Boring a El Boring
®Pit Ground surface elev. 104.00 ft Depth to baling factor 31 in.
Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Stnxdure Consistence Boundary Roots GPD/Ft7
In. Mansell Ou Az Cant Color Gr.Sz.Sh. 'Eat i 'Eff92
1 0-10 10yr3/3 none sii 21gr mvfr cs 2vf fin 0.6 , 0.8
2 10-24 7.5yr4/6 none el lmsbh mvfr Ow 1vf,fm 0 4 1 0 7
3 24-31 7.5yr4/6 none cosi /mebit mvfr Orr 1N.f 0.4 i 0.7
4 31-41 7.5 c4/6 f2f 7.5yr5/8 sl tcsbk mfr ' ow 1vf- 0.4 - 0.6
5 41-58 7.5yr4/6 12d 7.5yr5/8 ad Om mfi - - 0.0 0.0
'Effluent e1=BOO,>30 s 220 rag"M:and d TSS>30 S 150 mall • 92=BOD.>30 S 220 mail and TSS>30 5 150 neg/L
CST Name(Please Print) Signature CST Number
�-
James K.Thompson - . 4 - ! 30021
Address ,ete Evaluation Telephone Number
340 Paulson Lake Lane.Osceola,WI 54020-5413 December 21,2106 (715)248-7767
SBD-8330(R04/15)
•
3 Boring a ❑Boring ,/
®Pit Ground surface elev. 101.38 ft. Depth to limiting facto Min
Sal Appicaton Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/Fe
In. Munsell Ou Az Corn Color Gr. Sz.Sh. *Ent •Eff#2
1 0-12 10yr3/3 none sil 219, mvfr cs 214.f 0 6 0.8
2 12-24 10ry4/4 none sl lmsbk mvfr gw fvf.lm 0.4 0.7
3 24-35 7.5yr4/6 none sl lmsbk mfr ar 1vf.fm 0.4 0.7
4 35-47 7.5yr4/6 f2f 7.5yr5/8 sl lm8tsbk mfr ow - 0.4 0.7
5 47-55 7.5yr4/6 f2d 7.5yr5/8 sd Om mh - - 0.0 0.0
4 I Boring* ❑Boring --- -- 3Z /
®Pit Ground surface elev na ft Depth to Ironing factor Nlyn
Soil Application Rate
Harmon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Fls
In. Munsell Ou Az.Cont Color Gr Sz Sh _ •En1 •EfAt2
1 0-8 10yr3/3 none sit 21gr mvfr cw 2vf,fm 0.6 0.8
2 8-18 7 5yr4/8 none sl lmstii nlvfr cw 1v1,fm 0 4 0 7
3 18-32 7.5yr4I4 none coal lcsbk mh cw 1vf,f 0.4 0.7
4 32.46 7.5yr4/6 f2f 7.5yr5/8 sd 1 m&csbk mh - 0.2 0 3
5 Boring a El®Boring i
Pit Ground surface elev na ft Depth to Imsrng factor<g in
kiC/
) Soil Application Rate
Horizon Depth Dominant Color Redox Descnption Texture Structure Consistence Boundary Roots GPD/R2 .
In. Munsell Ou Az.Cont.Color i Gr. Sz.Sh.
'En1 'ENV
1 0-3 10yr414 none sit 2mp1 miff as 2vf 0.0 0.2
2 3-8 10yr3/3 none sit /fabk mfr rS 2vf 0.4 0.6
3 8-24 7.5yr4/6 rrlfd 7 5yr5/8 sil Om mfr or - 0.0 0.2
4 24-53 7.5yr4/6 1 8& srd Om mu - 0.0 0.0
•Effluent it =BOD, >30 5 220 mg/L and TSS>30 5 150 mg/L 'Effluent a2= BOD. >30 5 220 mg/L and TSS>30 5 150 mg/L
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