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�'� a SOIL EVALUATION R #2110
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; Profess al Serviced 07 202fce°`da.ce With Comm 85,Wis.Adm.Code RXq S Page of 3
Schmitt Soil Testing,Inc.
Ni.Attach complete site plan or paper n31.If31stha6(8)Aicyl l inches in size. Plan must County St Crobc 1650 /y74 $t
include,but not limited to:verf
IpljteprDlNefepsnatnpoist(BM),direction and
percent slope,scale or dimeliffliene7norttraM7W7VialtifflE6Tiand distance to nearest road. Palle.
Please print all Information. 0 - 1'3t9 q- ry -79t7 D
Personal inrorination you pro secondary purposes(Privacy Law,a.15.04(1)(m)). t.l
vide may be used for RevBy Date -7
. I 17/5 /IL 2
Property Owner Property Location «//
DCCI Investments,LLC Govt.Lot NW1/4,SE1/4,S12,T30N,R1BW
Property Owner's Mailing Address Lots Blodc s Subd.Name or CSMs
1505 I wy 65 65 I Waters Edge Second Addition
City State Zip Code Phone Number , City --'Village : Town Nearest Road
New Richmond i WI i 54017 i 612-599-4244 Richmond 1 147Th Street
H•i New Construction Use: [] Residential/Number of bedrooms 4 Code derived design flow rate 600 GPO
H ReplacementI. 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 0.4 gpolsgf rate. Possible system elevation for Area 1 is 101.0'(high trenct)100.T
and recommendations: (low tench).Slope of area is 7%.
1 Borings U Boring
(_)Pit Ground surface elev. 102.0 ft. Depth to limiting factor 96+ In. Soil Applcaeon Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAt'
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. �EIMM 'ENO
1 0-13 10yr3/3 ' none sl lmsbk mvfr as lvf 0.4 0.7
2 13-17 10yr4/4 none SL 2msbk mfr gw lvf 0.6 1.0
3 17-34 7.5yr4/4 none grsl lmsbk mfr gw - 0.4 0.7
4 34-51 10yr5/6 none grlfs lcsbk mvfr gw -- 0.5 1.0
5 51-70 10yr5/6 none grls 0sg ml gw ----- 0.7 1.6
6 70-80 10yr5/6 none grcos Osg ml as ---- 0.7 1.6
7 80-96 10yr6/4 none s 0sg ml - 0.7 1.6
2 Boring• Boring
Pit Ground surface elev. 104.4 ft. Depth to limiting factor 96+ in. Son Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary! Roots GPD/R'
in. Munsell Qu.Sz.Cont.Color Gr. Sz.Sh. 'E1M1 'Ell/2
1 CO 10yr3/3 none gist lmsbk mfr as lvf 0.4 0.7
2 8-16 10yr4/6 none gist lmsbk mfr gw lvf 0.4 0.7
3 16-29 10yr5/6 none grcos 0sg ml gw -- 0.7 1.6
4 29-45 10yr6/4 none grs 0sg ml cs --- 0.7 1.6
5 45-96 10yr6/4 none s 0sg ml - - 0.7 1.6
•Effluent#1 =BOD 5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOOS<30 mg/t.and TSS<30 mg/L
CST Name(Please Print) Signature CST Number
Thomas J. Schmitt 227429
Address Schmitt Soil Testing,Inc. Date Evaluation Conducted Telephone Number
1595 72nd St.New Richmond,WI 54017 6/2/2021 715-760-1978
Sa0.11330(R 01N0)
Property Owner DCCI Investments, L1 C Parcel ID W 146 0 r Page 2 of 3
3 Boring a fl Boring
]Pit Ground surface elev. 105.2 ft. Depth to limiting factor- 96+ In, Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/R'
in. Munsell Cu.Sz.Cont.Color Gr.Sz.Sh. 'EIM1 'EIN2
1 0-12 10yr3/3 none sl lcsbk mfr as lvf 0.4 0.7
2 12-20 10yr5/3 none grsl 2msbk mfr gw 1vf 0.6 1.0
3 20-37 7.5yr4/6 none grsl 2msbk mfr gw -- 0.6 1.0
4 37-56 10yr5/6 none grlfs lcsbk mvfr cs -- 0.5 1.0
5 56-96 10yr6/4 none grs 0sg ml — — 0.7 1.6
4 Boring#
. Boring
Pit Ground surface elev. 104.4 ft. Depth to limiting factor 96+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPOfll`
in. Munsell Cu.Sz.Cont.Color Gr.Sz.Sh. mart 'EIM2
1 0-8 10yr3/3 none sl lcsbk mfr as 1vf 0.4 0.7
2 13-19 10yr4/4 none sd 2fsbk mfr gw lvf 0.4 0.6
3 19-27 7.5yr4/6 none grsl lmsbk mfr gw lvf 0.4 0.7
4 27-37 10yr5/4 none giros 0sg ml gw — 0.7 1.6
5 37-50 7.5yr4/4 none grsl lmsbk mfr gw -- 0.4 0.7
6 50-96 10yr6/4 none grcos Osg ml — — 0.7 1.6
Boring s j i Boring
Ti pit
Ground surface elev. ft Depth to limiting factor in. Solt Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots _ GPONP
In. Munsell Qu.Sz.Cont.Color Gr Sz.Sh. i
i 'Feet -VW
'Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=BOD5<30 mg/L and TSS<30 mg/l.
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format,please contact the department at 608-266-3151 or'ITY 608-264-8777.
SBD.8330(R 07/00) Schmitt Sol Tearing,Inc.
Page 3 of 3
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