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Divislo
SOIL EVALUATION REPORT
MAR 15 Zn i In accordance with SPS 385 WI m. Code County I
Attach corn to site plan on paper not less th n 8 1/Z x 11 in in .PI m h•'
St.Croix
but not lim' to:vegieatpodkhoda�5ttif9l re ce point(BM), • c Parcel I.D. Q ,7/ �0
scale or d' nsi ons��k�tentiwie nd distance to Po'''. ,G` O O to Ref#2496
Please print all i”• Glo....niS� , R.eyl�wed by :le Q
Personal information you provide may be used for sr tiGW 5 ..,tPnvaky Law,S.15.04(1)(m)). I1d///
Property Owner Property Location j
El
Ken&Lila Schwartz Govt. Lot NW ''A SW 'A S 12 T N R 16 E (or) W
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#
437 Co.Rd.8 Proposed West lot Proposed 2 lot CSM
City State Zip Code Phone Number 0 City 0 Village ®Town Nearest Road
Woodville I WI 154028 I (612)839-3391 I I Eau Galle I Co.Rd.B
® New Construction Use:® Residential/Numberofbedrooms a Code derived design flow rate 44 GPD Zee,
0 Replacement 0 Public or commercial—Describe: _
Parent material Glacial Outwash Flood Plan elevation if applicable le ft.
General comments and recommendations: Dispersal cell infiltrative surface cannot be installed in weakly cemented soils as per SPS 383.44(4)(a)1.d. , y
eliminating suitabliky of site for in-ground POWTS. Site suitable for 6"mound. Mound contour to be determined at time of system design.
1 Boring# 0 Boring
®Pit Ground surface elev.97.69 ft. Depth to limiting factor>104",in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft
In. Munsell Qu.Az Cont. Color Gr.Sz.Sh.
1 'Ent •EIt#2
1 0-9 10yr3/3 none sl 2fgr mvfr cw 2,fmtc 0.6 1.0
2 9-16 10yr4/4 none cost lfsbk mvfr ow 2vf,f 0.4 0.7
Os
3 16-33 10yr4/6 none Is&gr g,weeklydft cw 1vf 0.4 0.6
cemented
4 33-104 10yr4/4 none Is,lfs. Osg,weakly dfi ow - 0.4 0.6
lvfs&gr cemented
5 104-120 10yr4/4 f2d 7.5yr5/8 Is,lfs,fs Osg,weakly ml - - 0.4 0.6
cemented
2 Boring# ❑Boring
®Pit Ground surface elev. 95 70 ft. Depth to limiting factor 95"in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Du.Az.Cont.Color Gr.Sz.Sh. •EII#1 'Etf#2
1 0-9 10yr3/3 none sl 2fgr mvfr cw 2fmlc 0.6 1.0
2 9-33 10yr4/4 none coal lmsbk mvfr kw 2vflfm 0.4 0.6
3 33-84 10yr4/6 none strat. Osg,wkly dsh aw - 0.2 0.6
fs,ls,lvfs cemented
4 84-95 5yr4/4 none Kos Osg ml aw - 0.5 1.0
r
95-122 10yr5/6 f2d7.5yr5/8 Ms 0sg ml - - 0.4 0.6
.
•Effluent#1 =BOO,>30 5 220 and TSS 21.445 1512 m •Effluent =BOD,>30 s 220 rg/L and TSS>30 5 150 mg/L
CST Name(Please Print) Signatu CST Number
James K.Thompson72�-- 30021
Address ate Evaluation Conducted Telephone Number
340 Paulson Lake Lane,Osceola,WI 54020-5413 December 8,2017 (715)248-7767
SBD-8330(R04/15)
0 Boring
3 Boring
®Pit Ground surface elev. 94.42 ft Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/Ft2
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh.
'Efl*1 'Eff#2
1 0-9 10yr3/3 none sl 2fgr mvfr cw 2fmlc 0.6 1.0
2 9-15 10yr4/4 none cost 2msbk mfr av 2vffm 0.6 1.0
3 15-64 10yr4/6 none s1 rat Osg ented mfi cw 1vf,f 0.2 0.6
4 64-72 10yr4/6 f3p 7,5yr5/8 strat Osg wkly dsh cw - 0.2 0.6
Is/lvfs cemented
5 72-94 10yr4/6 none Icos Osg
wkly
cemented dsh cw - 0.7 1.6
6 94-106 10yr4/4 f2f 7.5yr5/8 w/ Is Osg ml - - 0.7 1.6
saturated flow
❑Boring
4 Boring#
®Pit Ground surface elev.94.39 ft. Depth to limiting factor>106"in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/Fe
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh.
'Eff#1 •Eff*2
1 0-16 10yr3/3 none sil 2fgr mfr gw 2fm1c 0.6 0.8
2 16-42 10yr4/4 none sil 2msbk mfr cw 1vf,fm 0.6 0.8
3 42-99 10yr4/6 none strat. Osg wklY dsh aw 0.2 0.6
fs,Is,lvfs _cemented
Icos w/
4 99-106 5ye4/4 none high C Osg ml - - 0.5 1.0
content
Boring* ❑ Boring
❑ Pit Ground surface elev. ft Depth to limiting factor_in.
Soil Application Rate
Honzon Depth Dominant Color I Redox Description Texture Structure Consistence Boundary Roots GPD/Ft'
In. Munsell Qu.Az. Cont.Color Gr.Sz.Sh.
'Eff#1 'Eff#2
• Effluent#1 =BOD, > 30 5 220 mg/L and TSS>30 5 150 mg/L 'Effluent#2=BOD. >30 5 220 mg/L and TSS>30 5 150 mg/L
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Ryan Yarrington
From: Taylor, Edwin - DSPS <Edwin.Taylor@wisconsin.gov>
Sent: Thursday, March 8, 2018 9:36 AM
To: Ryan Yarrington
Subject: RE: River Falls or Menomonie
Attachments: CVTC_2018_brochure.pdf
It will be in Menomonie—see attached flier.
Then your other question regarding weakly cemented soil:
A weakly cemented condition would not be a limiting factor, but you cannot place the infiltration surface of a dispersal
area in a weakly cemented horizon. See SPS 383.44(4)(a)1.d.
From: Ryan Yarrington [mailto:Ryan.Yarrington@sccwi.gov]
Sent:Thursday, March 08, 2018 9:15 AM
To:Taylor, Edwin - DSPS<Edwin.Taylor@wisconsin.gov>
Subject: River Falls or Menomonie
Hi Ed,
Just wondering if you heard when your last soils class will be and if it will be in River Falls or Menomonie?
Thanks!
Ryan t/a rri nfft can I Land Use Specialist
1101 Carmichael Rd I Hudson, WI 54016
715.386.4680
s,