HomeMy WebLinkAbout026-1309-36-000 .•• . F ( �MED CST -,c A ( , 1$5
` s:r�. #2120
'1 SOI EVALUATION REPORT ��
_• ' y fety and •O 7 7(3 n acco anoe with Comm 85,Wis.Adm.Code n x 9 Page 1 of 3
,,,v _� ci, • Jdtrnip Soil Testing,Inc.
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Attach complete siteplan •n aCounty 1433 J1 7ti 1
p p perpot7ee�t�'• },tn• a in size. Plan must St.Croix b/ I /m "
include,but not limited to: . .. ,•• • -i!?II •- ••int(BM),direction and
percent slope,scale or d' ;i •r, rrow,and location and distance to nearest road. Paroel�.r�. _�3�_ 'Z/ _d0d
Please print all Information. t9/j}��G�.(V� I'J!� 7 Date
/1v 111/Personal information you provide may be used for secondary purposes(Pnvacy Law.s 15.04(1)(m)). Re/.�LA �'tt. / LG I i 7�7 7 -
Property Owner Property Location
DCCI Investments, LLC Govt.Lot NW1/4, SE1/4,S12,T3ON,R1 W
Property Owners Mailing Address Lot• Blodr I CONSubd.Name or CS
1505 Hwy 65 75 IWaters Edge Second Addition
City State Tip Code Phone Number City 7 j Village [. . Town Nearest Road
New Richmond 1 WI i 54017 i 612-599-4244 Richmond I 147Th Street
pi New Construction Use: EJ Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
li Replacement Li Public or commercial-Describe:Parent material Glacial Till(Santiago-Antigo Silt Loam Series) Flood plain elevation,if applicable 977.3' ft.
General comments Area is suitable for a mound system. System elevation is 95.34"based off the contour line established at 94.53'.Slope of area is
and recommendations: 10%.
1 Boring* Boring
• Pit Ground surface elev. 92.20 ft. Depth to limiting factor 35 In. Soil Apppalion Rate
Horizon ' Depth i Dominant Color Redox Descnption i Texture ' Structure Consistence Boundary' Roots GPO/ft'
in. Munsell Qu Sz.Cont Color Gr Sz Sh `FOAM 'East
1 0-15 10yr3/3 none SI 2msbk mfr as 2vf 0.6 1.0
2 15-25 10yr4/4 none sl 2msbk mfr 9w lvf 0.6 1.0
3 25-35 10yr4/6 none sd 2msbk mfr gw lvf 0.4 0.6
4 35-45 10yr4/4 c2d 10►rt/22 6 St lmsbk mfr as ----- 0.4 0.7
5 45-61 10yr5/6 m2d 7•5yr6/e 7.5yr6/2 IS lcsbk mvfr as 0.7 1.6
6 61-78 5yr4/4 "ad 7• 6
7.Syr6/1 SI Om mfi - - 0.2 0.6
--
2 Boring# Boring
Pit Ground surface elev. 92.70 ft. Depth to limiting factor 26 in. Sop Application Rate
Horizon I Depth I Dominant Color f Redox Description I Texture 1 Structure Consistences Boundary Roots GPO/M
in. 1 Munsell Qu.Si.Cunt.Culu1 1 Gr.Sz. Sh -Etls, W e2
i
1 0-9 ' 10yr3/3 none sl 2msbk . mfr as 2vf 0.6 1.0
2 9-22 10yr4/4 none sl 2msbk mfr gw lvf 0.6 1.0
f
3 22-26 10yr4/6 ' none sd 2msbk mfr gw lvf 0.4 0.6
4 26-38 10yr5/5 c2d 7•5Yr6/6 7.5yr6/2 SI lmsbk mfr as - 0.4 0.7
5 38-64 7.5yr4/4 m2d 7.5yr6/8 sl 7.5yr6/2 Om mfr as 0.2 0.6
d
6 64-84 5yr4/4 rn210vr1 6 51 Om mfi - 0.2 0.6
Effluent#1 -BODs>30<220 mg/L and TSS>30< 150 mg/L 'Effluent#2=BOD5 <<30 mg/L and TSS 30 mg/L
CST Name(Please Print) Signature CST Number
/
Thomas J. Schmitt „jig 227429
Address Schmitt Soil Testing,Inc. Dab Evaluation Conducted Telephone Number
1595 72nd St.New Richmond,WI 54017 8/4/2021 715.780-1978
SBD-$3 O(R 07001
Property Owner Nil Invesbnentsi_LLC_- Parcel ID# fir/?$ Page 2 of 3
3 Boring# i iktfing
fl Pit Ground surface elev. 95.40 ft. Depth to limiting factor 32 in. SoN ADDS Reis
Horizon I Depth I Dominant Color I Redox Description I Texture I Structure Consistence Boundary Roots GPO1ft
' in. Munn!' i Ou.Sz.Cont.Color Gr.Sz.Sh. 'ERit T1tf2
1 0-8 10yr3/3 none sl 2mgr mvfr as lvf 0.6 1.0
2 8-16 10yr4/4 none sd 2msbk mfr gw 1vf 0.4 0.6
3 16-26 10yr4/6 none sl 2msbk mfr gw — 0.6 1.0
4 26-32 10yr5/5 none Is lcsbk mfr as — 0.7 1.6
5 32-72 7.5yr5/6 m2d SI Om mfi — — 0.2 0.6
l7.SY16/2 4/2
Boring
Boring I Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon I Depth Dominant Color Redox Descnpton i Texture I Structure iConsistencel Boundary Roots GPD/M
{ in. Munsell Ou. Sz.Cont.Color I Gr Sz.Sh 'EMt 'Ella
I
1 1
1--
I
1
Boring
Boring# Pit Ground surface elev. ft. Depth to limiting factor In,
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture F Structure Consistence Boundary Roots GRUM
in. Munsell j Qu.Sz.Cont.Color I Gr.Sz.Sh. 'Ef#t T11#2
'Effluent#1 =BODc>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 formal,please contact the department at 608-266-3151 or TTY 608-264-8777.
58D n3o(Ro7UO) Sdnrlt Soli Team Inc.
Page 3 of 3
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