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1`''' ' JN U7 202pOIL VALUATION Q #2109
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'+.1 f Pro . ' al SS iSchmitt Soil Testing,Inc.
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Attach complete site plan :�6' 1 i in size. Plan must St. Croix r 6 r I /� J
include,but not limited to vertical and horizontal reference point(BM),direction and
percent slope.scale or dimensions,north arrow,and location and distance to nearest road. l•D•
Please print all Infonnatlon. 130�/yq}/'�Z�j ...ova
Personal information you provide may be used for secondary purposes(Privacy Law.s. 15.04(1)(m)). R 11�17L 1 L! I I ?7il-z-z_
Property Owner Property Location
DCCI Investments, LLC Govt Lot SW1/4,NW1/4,S12,T3ON,R18W
Property Owners Mailing Address Lot a Block I Subd.Name or CSM/
1505 Hwy 85 64 Waters Edge Second Addition
City State Zip Code Phone Number City r 'Village ' ' Town Nearest Road
New Richmond I WI 1 54017 i 612-599-4244 Richmond 1 147Th Street
- New Construction Use: , Residential/Number of bedrooms 4 Code derived design flow rate 600 GPO
_iI Replacement -] Public or commercial-Describe:
Parent material Outwash(Burkhardt-Satire Complex) Flood plain elevation,if applicable 977.3' ft.
General comments Area is suitable for a Conventional system with a 0.7 gpd/sgft rate. Possible system elevation for Area 1 is 102.0'(hlgh trendl)101.3'
and /
recommendations: j(low tenth),or 3'below grade slap the contour.Slope of area is 5%.
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Pit Ground surface elev. . 102.60 ft. Depth to limiting factor 90+ In. Soil Application Rate
Horizon Depth Dominant Color i Redox Description Texture Structure Consistence Boundary Roots GPD/It
In. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *OM •Efra2
1 0-7 10yr3/3 none si 2mgr mfr as 2f,2vf 0.6 1.0
2 7-13 10yr4/4 none sl 2msbk mvfr gw 1f,lvf 0.6 1.0
3 13-28 7.5yr4/4 none grls lcsbk mvfr gw lvf 0.7 1.6
4 28-31 10yr5/4 none gnus Osg ml cs --- 0.7 1.6
5 31-90 10yr6/4 none grcos Osg ml - - 0.7 1.6
2 Honing* ❑Bodng
(]Pit Ground surface elev. 103.10 ft. Depth to limiting factor 96+ in. Son Application Rat.
Horizon Depth Dominant Color ' Redox Description 1 Texture Structure Consistence Boundary Roots GPD/tt'
In. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh- 'Eaet *EMU
1 0-9 10yr3/3 none si lmsbk mfr as 1vf 0.4 0.7
2 9-14 10yr5/3 none sil 2msbk mfr gw - 0.6 0.8
3 14-26 7.5yr4/6 none grsi 2msbk mfr gw - 0.6 1.0
4 26-36 10yr5/4 none griocs Osg ml gw - 0.7 1.6
5 36-65 10yr5/6 none groos Osg ml gw - 0.7 1.6
6 65-96 10yr6/4 none grcos Osg ml ---- - 0.7 1.6
•Effluent*1 =BODS>30<220 mg/L and TSS>30< 150 mg/L •Effluent 12=BOD5<30 mg/L and TSS<30 mg/L
CST Name(Please Print) Signatur CST Number
Thomas J. Schmitt /� 227429
Address Schmitt Soil Testing,Inc. Date Evaluation Conducted Telephone Number
1595 72nd St.New Richmond,WI 54017 62/2021 715-780-1978
93D11770(R 07/00)
Property Owner DCCI Investments, LLC - Parcel ID#_- 4 f4y Page 2 of 3
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ing
3 Romig# L]Peril Ground surface elev. 105.30 ft. Depth to limiting factor 96+ in. Soil Apptication Rate
Horizon Depth Dominant Color Redox Description I Texture I Structure Consistence Boundary Roots GPDIIP
in. Munsel Qu.Sz.Cont.Color 1 Gr. Sz Sh. •Efflt1 'Ertel
1 0-7 10yr3/3 none sl lcsbk mfr as lvf 0.4 0.7
2 7-13 7.Syr4/4 none *Xs' 2msbk m r gw lvf 0.6 1.0 .
3 13-24 7.5yr5/6 none gris lcsbk mvfr gw — 0.7 1.6
4 24-30 10yr5/6 none gris 0sg ml gw -- 0.7 1.6
5 30-48 10yr5/6 none grs Osg ml cs — 0.7 1.6
6 48-60 10yr6/4 none s Osg ml cs — 0.7 1.6
7 60-96 10yr6/4 none grows Osg ml — 0.7 1.6
&winBoring# Pit � Ground surface elev. ___ ft. Depth to limiting factor b.
Soil Application Rata
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary I Roots WIMP
in. • Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *MN 'EIM2
Boring
Boring% Pit Ground surface saw. fl. Depth to limiting factor In,
Soil Application Rate
Horizon Depth Dominant Color 1 Redox Description Texture Structure Consistence Boundary Roots GPDIW
In. Munsell Cu. Sz.Cont. Color Gr.Sz.Sh. Van 'Elba
•Effluent*1 =BOD5>30<220 mg/L and TSS>30<150 mg/L 'Effluent*2=BOD5<30 mg/L and TSS<30 mg/L
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SBU-8110(R 07,00) Scholia SW Tasting,Inc.
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