HomeMy WebLinkAbout038-1119-62-000 EL )I CST 2oa.1 64O
L' 11
i: II DeP 1 of FEB 2 4 SOIL EVALUATION REPORT #2063
'�_ Safety andin accordancra with Comm 85,Wis.A .t tsae Page 1 of 4
Professional Services i Schmitt Soil Testing,Inc.
` 1
Attach complete site plan on paper not-bastion 8't x 1 i lncnes in size. Plan must County
St.Croix
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. Pawl I.D. (s'L
038-1119MM-000
Please print all Information. /� / �//' ( ^�Personal information you provide may be used for secondary purposes(Privacy Law,S.15.O4(1)(rn)), Reviey&Dd. -,y I� r �4 i 7/i/ r_Z-
Property Owner Property Location �r11��//
Winkel Revocable Living Trust/Groepper Govt.Lot SE1/4, SW1/4, S29,T31N,R18W
Property Owners Mailing Address Lots Block I Subd.Name or csM# 3 _ C r 4 3
941 192nd Ave 1- I CSM Pending Approval
City State Zip Code Phone Number - j Cily Village • : Town Nearest Road
New Richmond I WI i 54017 I 651-303-7547 Star Prairie I 192Nd Ave
- ,New Construction Use: Ii. Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement ri Publiyorcommercial-Describe:
Parent material Outwash(Emmert Loamy Sand) Flood plain elevation,if applicable - ft.
•General comments Area is suitable for a conventional system with a 0.7 gpolsgft rale. Possible system elevation for Area 1 is 94.00.(high bench)93.5ff
and recommendations: (low trench). Slope of Area 1 is 6%.
See C5N1 for- iectNc,dc fK7fc iii, c ,
1 Boring# , •Boring
• Pit Ground surface elev. 98.63 ft. Depth to limiting factor 110+ In. Soil Applicatlon Rets
Horizon Depth Dominant Color Redox Description Tenders Structure Consistence Boundary Roots GPD/ft5
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Ell 'EIN2
1 0-16 10yr3/4 none sI 2mgr mvfr as 2vf 0.6 1.0
2 16-27 10yr4/4 none 51 2msbk mvfr gw lvf 0.6 1.0
3 27-32 7.5yr4/4 • none Is 0sg MI gw lvf 0.7 1.6
4 32-39 10yr4/4 none sil 2msbk mfr gw lvf 0.6 0.8
5 39-44 7.5yr5/6 none Zoos 0sg ml is - 0.7 1.6
6 44-66 10yr5/4 none cos 0sg ml cs - 0.7 1.6
7 66-110 10yr6/4 none S 0sg ml - - 0.7 1.6
2 Boring* 17 BorIrg
:-.l Pit Ground surface elev. 98.63 ft. Depth to limiting factor 110+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ffl
in. Munsell Qu Sz Cont.Color Gr.Sz. Sh. 'Enlist 'EIU2
1 0-11 10yr3/3 none SI 2mgr mvfr as 2vf 0.6 1.0
2 11-26 10yr4/4 none sl 2msbk mfr gw 2vf 0.6 1.0
3 26-38 7.5yr5/6 none grlcos 0sg ml Cs lvf 0.7 1.6
4 38-44 10yr4/4 none sit 2msbk mfr as lvf 0.6 0.8
5 44-110 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=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 Date Evaluation Conducted Telephone Number
1595 72nd St New Richmond.WI 54017 8/14/2020 715-760-1978
se64330(R 0100
Property Owner Winkel Revocable Living
Parcel ID# 038-1119-60-000 Page 2 of a
Boring
3 Boring# • Pit Ground surface elev. 96.63 ft. Depth to limiting factor 110+ In.
Soil Application Rate
' Horizon Depth Dominant Color Redox Description Texture Structure ,Consistence Boundary Roots GPD/f'
in. Munsell Qu. Sz. Cont.Color Gr.Sz. Sh 'Eflf1 •Elfa2
1 0-9 10yr3/4 none sl 2mgr mvfr as 2vf 0.6 1.0
2 9-19 7.5yr4/6 none si 2msbk mvfr gw 2vf 0.6 1.0
3 19-28 7.5yr4/4 none gricos 0sg ml cs lvf 0.7 1.6
4 28-43 10yr5/6 none cos Osg ml cs - 0.7 1.6
5 43-94 10yr6/4 none s Osg ml cs - 0.7 1.6
6 94-110 10yr6/4 none grs Osg ml - - 0.7 1.6
4 Boring# Bonng
Pit Ground surface elev. 98.63 ft. Depth to limiting factor 100+ in. Soil Appliailion Rate
Horizon Depth • Dominant Color Redox Description I Texture Structure Consistence Boundary I Roots GPD#It
in. Munsell Qu.Sz.Cont.Color i Gr. Sz Sh 1 'Etl#1 I 'E1#2
1 0-12 10yr3/3 none si 2mgr mvfr as 2vf 0.6 1.0
2 12-22 7.5yr4/6 none si 2msbk mfr gw 2vf 0.6 I 1.0
3 22-28 7.5yr4/4 none vgrsl 2msbk mfr gw lvf 0.6 ' 1.0
4 28-36 10yr5/6 none s Osg ml cs -- 0.7 1.6
5 36-84 10yr6/4 none s Osg ml cs - 0.7 1.6
6 84-100 10yr6/4 none grs Osg ml -- -- 0.7 1.6
5 Boring
Boring# P4 Ground surface elev. 97.53 ft. Depth to timid factor 100+ in.
rip Soft Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDMI'
In. Munsall Qu.Sz.Cont.Color Gr.Sz.Sh. *EMI 'Etr#2
1 0-13 10yr3/3 none si 2mgr mvfr as 2vf 0.6 1.0
2 13-22 10yr4/4 none SI 2msbk mfr gw lvf 0.6 1.0
3 22-26 10yr5/6 none s Osg ml is 0.7 1.6
4 26-48 10yr6/4 none cos Osg ml cs - 0.7 1.6
5 48-100 10yr6/4 none 6 Osg mi ---- -- 0.7 1.6
•Effluent#1 =BODS>30<220 mg/I_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 608-266-31 5 1 or TTY 608-264-8777.
SB64730(R 07/00) SOMA Sol Testing,Inc.
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