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• 1 O_ ,7 x . L tof 021 SOI EVALUATION REPORT 5 #2112
\ Safety at Ice? 1 2 in a .. .anoe with Comm 85,Wis.Adm. Pape 1 of 3
'� • Pro r al Schmitt Soil Testing,Inc. }
1*.....-• Croix County ' . County I 1 1 1lTll //
Attach complete site pia on pap '•`A s in size. Plan must St.Croix
include,but not limited . .n a• . .•. , reference point(BM),direction and
percent slope,scale or d - .ions,north arrow,and location and distance to nearest road. Pa I.D.- /30 [
Please print all information. "` s1
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Re } d BY Date f
Personal information You(amide may be used far secondary purposes(Pmaq Law.s. 15.1?4(1)(m)). /C. i�_ I , '"7/C//-)`-L-
Property Owner Property Location /'( � / 7
DCCI Investments, LLC Govt.Lot NW1/4,SE1/4,S12,T30N,R18W
Property Owners Mailing Address Lots I Block If I Subd.Name or CSM/
1505 Hwy 55 67 Waters Edge Second Addition
CIy State Zip Code Phone Number City Village 7, Town Nearest Road
New Richmond 1 WI t 54017 1 612-599-4244 Richmond 1 147Th Street
[)New Construction Use: Residential I Number of bedrooms _ 4 Code derived design flow rate 600 GPD
Li Replacement Public or commercial-Describe:
Parent material _ Outwash(Burkhardt-Sattre Complex) Flood plain elevation,if applicable 977.3' ft.
General comments Area is suitable for a conventional system with a 0.5 gpd/sgfl rale. Possible system elevation for Area 1 is 97.45'(high trench)96.45'
and recommer.idatill: (low tench).Slope area is 12%. I
5AvtL 14 K ZOn.iiiAs fliPS . A/2j,2 l (1- a r cy$ G />ltrt- � J e ii'1 et -c 1
1 Borings Bo
ng
/! ! i`
- Pit Ground surface elev. _- 102.0 ft. Depth to limiting factor 98+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary I Roots GPD/ft'
in. Munsell Ou.Sz.Cont.Color Gr.Sz. Sh. *Eifel •Effe2
1 0-9 10yr3/3 none sl 2msbk mfr cs 1 lvf 0.6 1.0
2 9-12 10yr5/3 none grsl 2msbk mfr gw lvf 0.6 1.0
3 12-23 7.5yr4/6 none grsl lmsbk mfr gw - 0.4 0.7
4 23-34 10yr5/4 none grls lcsbk mvfr cs - 0.7 1.6
5 34-48 10yr5/6 none giros Osg ml cs - 0.7 1.6
6 48-72 10yr6/4 none grcos 0sg ml cs - 0.7 1.6
7 72-98 10yr6/4 none cos OW ml ---- - 0.7 1.6
2 Borings Boring
:-:Pit Ground surface elev. 99.0 ft. Depth to limiting factor 104+ in. Soy Application Rate
Horizon Depth Dominant Color 1 Redox Description Texture Structure Consistence Boundary Roots GROWIn. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Efe1 •E1M2
1 0-9 10yr3/3 none sl 2fsbk mfr as lvf 0.6 1.0
2 9-24 7.5yr4/6 none sd 2msbk mfr gw lvf 0.4 0.6
3 24-34 10yr4/4 none grsl 2msbk mfr gW - 0.6 1.0
4 34-46 10yr4/6 none grsl 2msbk mvfr as - 0.6 1.0
5 46-64 10yr5/4 none vgrcos Osg ml cs - 0.7 1.6
6 64-104 10yr6/4 none s 0sg ml --- 0.7 1.6
•Effluent 91 =BOD 5>30<220 mg/L and TSS>30< 150 mg/L •Effluent 92=BOD5<30 mg/L and TSS<30 mg/L
CST Name(Please Print) Signature: CST Number
Thomas J. Schmitt _ - - 227429
Address Schmitt Soil Testing,Inc. 7 Dale Evaluation Conducted Telephone Number
1595 72nd St.New Richmond,WI 54017 6/2/2021 715-760-1978
SBD4330(R 07(00)
Property Owner DCCI Investments,LLC Parcel ID 0 - 4 'it 7 Paps 2 of 3
Boring
3 Borings • Pit Ground surface elev. 102.0 ft Depth to limiting factor 102+ in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/R'
W. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Ent *EAR
1 0-12 10yr3/3 none si lmsbk mvfr as lvf 0.4 0.7
2 12-29 10yr4/4 none sid 2msbk mfr 9w 1vf 0.4 0.6
3 29-42 7.5yr4/6 none vgrls lcsbk mfr gw — 0.7 1.6
4 42-62 1Oyr5/4 none groos 0sg ml gw — 0.7 1.6
5 62-84 10yr6/4 none grs 0sg ml cs — 0.7 1.6
6 84-102 10yr6/4 none s 0sg ml — — 0.7 1.6
ri Boring
Boring d n Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Descnption Texture Structure Consistence Boundary Roots GPORP
M. Munsell Qu Sz Cont Color Gr. Sz.Sh •Effill 'EIM2
f I i -
Boring
Boring tr pit Ground surface elev. ft. Depth to limiting factor M,
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/R'
in. Munset Qu.Sz.Cont.Color Gr. •Sz.Sh. *EMI 'On
—1—
•
. - T
•Effluent 01 =BOD5>30<220 mg/L and TSS>30< 150 mg& 'Effluent112=BODs<30 mg/L and TSS<_30 nglt.
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need material in an alternate format.,please contact the department at 608-266-3151 or ITY 608-264-8777.
SBDJIro(R07100) SdarYa 501 Taft,Inc.
ill Page 3 of 3
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