HomeMy WebLinkAbout020-1454-00-090 (3) _ � �, i D csr aoaa -38
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Wisconsin Arg`C'J j i anal Services `, n 0 G Page 1 of 2
• Division of Indust =+Services ' ��
DEC '04 2020 SOIL EVALUATION REPORT go
In accordance with SPS 385,Ws. Adm. Code County
St.Croix
Attach competesRe �attriL less than 8 1/2 x 11 inches in size. Plan must include,
but not limit r f r f rlFl tce point(BM),direction and percent slope, Parcel I.D.
scale or dimensions,north arrow,and location and distance to nearest road. 020-1454-00-090 Ref#2600
Please print all Information. R,iewed Dat/q
Personal information you provide may be used for secondary purposes(Pnvacy Law.s. 15.04(1)(m)). N 17//Y2 Z
Property Owner Property Location LJJ
Brian&Lisa Rudesill Govt. Lot SW Y. NW V. S 36 T 29 N R 19 E (or) W
Property Owner's Mailing Address Lot# Block X Subd. Name or CSM#
830 Riley Ln. 90 Na Plat of Cottonwood Ridge 2""Add'n.
City State Zip Code Phone Number 0 City 0 Village
g ®Town Nearest Road
Hudson I WI 154016 I (651)303-1632 I I Hudosn I Mary Jo Crt-
0 New Construction Use:0 Residential/Number of bedrooms 5 Code derived design flow rate 750 GPD
® Replacement ❑Publif orc°m rcial-Describe.
Parent material Glacial Outwash G7't f OvYt41 i0. Flood Plan elevation if applicable na ft.
General comments and recommendations Soils are suitable for inground replacement POWI-S. Recommended system infiltrative surface elev.to be 95.00'
Existing dispersal cell elevation=94.95'.(Horizon of both profiles observed b use of hand a er thrr�bottom of soil pit).
0Sr h., ., {n,,., n11 511 ts� .
❑Borng
1 Boring*
®Pk Ground surface elev. 102.48 ft. Depth to limiting factor>135".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. •EfNfl •Eff#2
1 0-15 10yr3/3 none sil fill lthinpl mvfr cw 2vf,f 0.0 0.0
2 15-27 10yr4/3 none sil lfsbk mvfr cw 1vf,f 0.4 0.6
3 27-37 10yr4/4 none sicl 2fsbk mfr cw - 0.4 0.6
4 37-64 7.5yr4/4 none grscl lmsbk mfr cw - 0.2 0.3
5 64-90 10yr4/6& none stratfd 0sg ml cs - 0.5 1.0
7.5yr4/6 fs&Ifs
6 90-135 10yr4/6 none s 059 dl - - 0.7 1.6
2 Boring# ❑Boring
® Pit Ground surface elev. 103.17 ft. Depth to limiting factor>140"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
1 0-8 10yr3/3 none sil 2fgr mvfr cs 2vf,fm 0.6 0.8
2 8-21 10yr4/4 none sil 2fsbk mvfr cw 1vf,fm 0.6 0.8
-
3 21-31 7.5yr4/4 none sicl lcsbk mfr cw 1vf 0.2 0.3
4 31-58 7.5yr4/4 none grsl lmsbk mfr cw - 0.4 0.6
5 58-72 10yr4/6& none stratfd 0sg ml cs - 0.5 1.0
7.5yr4/6 - fs&Ifs
6 72-140 10yr4/4& no bands � ml - - 0.5 1.0
'Effluent#1 =BOD,>30 5 220 rg/L nd TSS>30 5 1 mg/L •E uent#2=BOD. >30 s 220 mg/L and TSS>30 s 150 mg/L .
CST Name(Please Print) Sgnat CST Number
James K.Thom on 30021
Address Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane,Osceola,WI 54020-5413 November 5,2020 (715)248-7767
SBD-8330(R04/15)
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