HomeMy WebLinkAbout032-2091-10-000 ZSVED
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l SOIL EVAL
><'= r •:fety and p 5 202/0 acco nce with Comm 85,Wis.Adm.Code J Q/� Page 1 of 4
Pro �" A ZI61►l L r V L Schmitt Soil Testing, Inc.
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Attach complete site plan n paper. • r) )tt{a1 • -- in size. Plan must my St.Croix
include,but not limited to: ert' .I ... •. .. •:...•• c .. •••nt(BM),direction and --
percent slope,scale or d' :n-..W 4- • ,and location and distance to nearest road. Parosl I.D.
032-2091-10-000
Please print all Information. Rey J By Date/ -7 Personal infpmabon you provide may be used for secondary purposes(Privacy Law.a. 15.04(1)(m)). YY Lei / I 6/ ( v2-
Property Owner Property Location /�� Of'[/ l
Rude,Michael&Jane Govt.Lot SW1/4,NW1/4,S15,T31N,R19W
Property Owner's Mailing Address Lot# 1 Blodc# Subd.Name or CSM#
15660 220th St N 21 Northern Oaks Estates
City State Zip Code Phone Number City I)View H Town Nearest Road
Scandia I MN 1 55073 1 Somerset 1 218Th Ave
New Construction Use: f Residential/Number of bedrooms _ _4 Code derived design flow rate 800 GPO
.Replacement ❑ Public or mercial-Describe: v
Parent material Outwash(Plainfield loamy sand) Flood plain elevation,if applicablecaa NA fl
General comments Area is suitable for a conventional system with a 0.5 gad/But rale. Install system 4'below grade along the contour.Possible
and recommendations: elevations for Area 1 are 92.9'(high trench)and 91.5;(low trench). Slope of area is 20%.
LI Boring
1 Borina If f:i Pit Ground surface elev. 98.0 ft. Depth to limiting factor 100+ in. Soil AppNealfpn Rate
Horizon Depth Dominant Color Redox Description Texture I Structure 'Consistence Boundary Roots GPWR'
In. Monett Ou.Sz.Cont.Color Gr.Sz Sh. 6E111 'EtM2
1 0-4 10yr3/3 none sl 2mgr mvfr as 2c,2f 0.6 1.0
2 4-15 10yr4/4 none sl 2msbk mfr gw 2f,lvf 0.6 1.0
3 15-28 10yr4/4 none sd 2msbk mfr Ow lvf 0.4 0.6
4 28-35 10yr4/6 none sl 2msbk mfr gw — 0.6 1.0
5 35-44 10yr5/6 none Is 0sg ml 9w — 0.7 1.6
6 44-100 10yr6/4 none s 0sg ml — — 0.7 1.6
2 Boning# Boring
Pit Ground surface elev. 98.0 ft. Depth to limiting factor 100+ In. Soil Application Rale
Horizon Depth Dominant Color r Redox Description r Texture Structure Consistence Boundary Roots GPD/fl'
in Munsell Qu.Sz.Cont Color Gr.Sz. Sh. •EIfi1 *ENV
1 0-6 10yr3/3 none sl 2mgr mvfr as 2c,2vf 0.6 1.0
2 6-16 10yr4/4 none sl 2msbk mfr 9w lf,lvf 0.6 1.0
3 16-26 10yr4/4 none sd 2msbk mfr gw lf,lvf 0.4 0.6
4 26-40 10yr5/6 none Is Osg ml 9W — 0.7 1.6
5 40-100 10yr6/4 none s 0sg ml — ---- 0.7 1.6
•Effluent#1 =BOD5 mg andmgEffluent>30<220 /L TSS>30< 150 /L • #2=BODs<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 7/9/2021 715-780-1978
sewlw(1cmxa)
property Owner Rude, Michael&Jane Parcel ID 0 032-2091-10-000 Page 2 of 4
3 Bonng 0 - P nC Ground surface elev. 90.8 ft. Depth to limiting factor 100+ in.
- Soil Application Rate
Horizon 1 Depth 1 Dominant Color I Redox Description I Texture Structure Consistence)Boundary I Roots GPD/11'
in. MunssN Qu.Sz.Cont.Color Gr.Sz.Sh. 'Mat 'EIR2
1 0-6 10yr3/3 none si 2mgr mvfr as 2f,2vf 0.6 1.0
2 6-17 10yr4/3 none sl 2msbk mfr gw 2f,2vf 0.6 1.0
3 17-26 10yr4/4 none sd 2msbk mfr gw lvf 0.4 0.6
4 26-34 10yr4/6 none grls 0sg MI gw lvf 0.7 1.6
5 34-48 10yn6/4 none fs Osg ml rs --- 0.5 1.0
6 48-100 10yr6/4 none s Osg ml — — 0.7 1.6
1 I
Boring
Boring 0 Pit Ground surface elev. _ ft. Depth to limiting factor I n,
Soil Application Rate
Horizon Depth Dominant Color ? Redox Description Texture Structure Consistence Boundary Roots GPOM
in. Munsell Qu.Sz.Cont Color Gr. Sz. Sh. 'EMI 'E11R2
Boring
Boring 0 pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAI'
in. Munsell Qu.Sz.Cont.Color Gr. Sz.Sh. 'EMi 'Eft 2
1 1
•Effluent*1 =BOOS mg an mg>30<220 /L d TSS>30< 150 /L Effluent'Effl 112■BOD5<30 mg/L and TSS<30 mglL
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s5D4370(0.07/00) Sdwriltt SW Toting,Mc.
Page 3 of 4
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