HomeMy WebLinkAbout032-2124-30-000 ,...ram i
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`. •$ M and SEf , 2 2 2.3bIL EVALUATION REPORT /, #2176
Ds r Safely in accordance with Comer-85-Wisti4drn. ` �N ( Page 1 of 3
Professiobal Services ✓ I Schmitt Soil Testing,Inc.
w... 1� County St.(1irg 1I 1X 71j/� Ave
Attach complete site plan on apex' 137;x�1 finches in size. Plan must
include,but not limited to:ve and horizontal reference point(BM),direction and
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D.
032-2124-30-000
Please print all Information. —
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you provide may be used for secondary purposes(Privacy Law.s. 15.04(1)(m)). Revig►vedN i / r I U/
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Personal information / �i'�
Property Owner Property Location !�,ll`XX_ Y/fi7� l��! �
German,Gabriel& Paula Govt.Lot SW1/4, SW1/4, S5,T3ON, R19W
'
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#
418 172nd Ave 3 Chabre
City _ — State Zip Code Phone Number ' City Village l 71 Town Nearest Road
Somerset 1 WI l 54025 1 Somerset I 172Nd Ave
New Construction Use: Residential/Number of bedrooms 4 Code derived design flow rate 800 GPD
Replacement Public or commercial-Describe:
Parent material Glacial Till(Amery Sandy Loam) _ Flood plain elevation,if applicable __ft.
General comments Replacement area is suitable for a conventional system with a 0.4 gpd/sqft rate. Possible system elevation for replacement area is
and recommendations: 86.60',85.0',&83.60'. Slope of area is 18%.
4 Boring# Bonng
Pit Ground surface elev. __ 136.11 ft Depth to limiting factor 92+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture
in. Munsell Qu.Sz.Cont.Color Structure Consistent Boundary Roots GPO/ft'
Gr.Sz.Sh. 'Effa1 -Efta2
1 0-15 10yr3/3 none I 2mgr mvfr as 2vf 0.6 0.8
2 15-48 7.5yr4/4 none sl 2msbk mfr 9w lvf 0.6 1.0
3 48-68 7.5yr4/4 none SI lmsbk mfr gw — 0.4 0.7
4 68-92 5yr4/4 none sl Om mfr — — 0.2 0.6
5 Boring# Boring
- •Pit Ground surface elev. 86.11 ft. Depth to limiting factor 94+ in. Soil Application Rate
Horizon I Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/R'
in. Munsell Ou.Sz.Cont.Color Gr.Sz.Sh. •Effit •Efis2
1 1 0-9 10yr3/3 none sil 2mgr mvfr as 2vf 0.6 0.8
2 9-13 10yr4/4 none sid 2msbk mfr gw 1vf 0.4 0.6
3 13-45 7.5yr4/4 none sl 2msbk mfr gw lvf 0.6 1.0
4 45-69 7.5yr4/4 none sl lmsbk mfr gw — 0.4 0.7
5 69-91 5yr4/4 none sl Om mfi ---- -- 0.2 0.6
1•Effluent#1 =BOD5>30<220mg/1_and TSS>30< 150 mg/L •Effluent#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 8/13/2021 715-760-1978
SBO-833o(R 07rt0)
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Department of Genera SOIL EVALUATION REPORT, Wisconsin Cr nr-oo) Pape 1 of 3
Division d Sally and Buildings inaccordance with Comm s5,Wis.Adm.Code { Q /TamSchmitt
=plele el a plan on paper not less wen t8%x 11 Indite In ass. Ptie resat CoCounty1 I 0 I its.1�IIMAM b nc ,de.but rat IMa :vertical andhorizontal reference point(BM,direction end St Croix LW
paced elope,dab or drnandicaa,north crow,and babas end Mena b nerut rood. Parcel I.D.
Please print arN Information. 032-2124-30 000
Pena*inbrmeaon sou provide rrrr be used ter menders swore(Privacy L .a 1644(1)(m)). Z
Property Owner Property Location
M&G Inc Goit Lct SW 1/4 SW 1/4 S 5 T 30 N R 19 W
Properly Owners Mating Address Lol# ' Elba I Subd.Nerve or CSM#
1359 Awatukee TraN 3 C IN al.:t (Jo) /t-yo ;ores/6
City Stale Zip Code Phone Number J Cry J Wage id Town Nearest Road
Hudson I WI 154016 I 715-549-5971 Somerset I 172Nd Ave
I�r New Construction Use: vi Residential/Number of bedrooms 3 Code derived design flow rate 450 GPO
J RePlecerneot J Public or carnrordal-Desa be:
Parent malerlal Glacial Till _ Flood plain elevation,if applicable NA
General commends
and recommendations: Conventional Sys1iem (Step Trenches)Possible System Elevations 88.35'&86.15"
I Boring# J Boring
CI PS Ground Surface elev. 95.23 R Depth ro smwng factor >90 in. Sol Appw,aon Role
HoILon Ds. Damar1Color RadoxDesapbn Tedue Stricture Car.Wros Boudwy Roes GPPfir
in Mussel Ou Sz.Corti Color Gr.Sz.SA. •EtM1 •Effs2
1 0-9 10yr3/2 none sN 2fsbk mfr cw if .5 .8
2 9-16 7.Syr4/4 none s l 2fsbk mfr gut — 4 4
3 16-90 5yr4/4 rlorle sl 2msbk mfr — — .5 9
1 Elan"
2 Boring• ei PS Ground Surface elev. 93.15 ft. Depth to smiting to loa >92 in. Sol Appaybn Rob
Horizon Depth Domnerd Color Reds Desulptbn Texture Structure Consibnoe Boundary Roots GP()ir
Is Morel O .sz.Cori Color Gr.Sz.SA. 'E11111 'EtM2
1 0-8 10yr3/2 none sN 2mgr mvfr raw If .5 .8
T
2 8-28 10yr4/4 none sid 2fsbk mvfr gw — .4 . G
3 28-92 5yM/4 none sl 2msbk mfr — 5 !
•Effluent#1•B005•30<220 mgrl and TSS .30<150 mglL •Efllusr*#2•BOOS<30 mg&and TSS<_30 mVt.
CST Name(Please Print) Sign CST Number
hcm Thomas J.Sttt /,.- "cd 227429
Address Tom Schmitt , Dale Evaluation Conducted Telephone Number
Somerset,WI 54025 9/6/00 715-549-6651
Property Owner M&G Inc parcel ID# 032-2124-30-000 Paps_of_
3 Boring A el Pt p Ground Surface elev. 89.21 ft. Depth to limiting factor >91 in.
Sol Applosion forte I
Horizon Depth Donirtl Color Redo:Oee4& . Tease Shoran Consistence Boundary Roca __Mr_—
h. Kneel Ou.Si Cad.Cdor Gr.Sz.Sh. 'Ef 1 'ENV
1 0-7 10yr3/3 none I 2fsbk mvfr gw if .5 .8
2 7-16 7.5yr4/4 none St 2fsbk mfr gw — .5 .9
3 16-91 5yr4/4 none sl 2msbk WI — — .5 .9 -
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w._- _s.f _ I ' .
Boring to J Boring
J Pit Ground Surface elev. ft. Depth to limiting factor in. Sri AovLL Rey
Horizon Depth Dori ant Color Redo:Description Tegae Stature Consistence Barwdery Roots _ GPO"
in. trowel Our Si Cost Cola Gr.Sz.Sh. 'Et 'E12
t
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SCAN a J Bavhg
J Pit Ground Surface elev. ft. Depth to limiting factor in. Sol Appralpn Rate
Horizon Depth Waned Cale Redac Desolplbn Texture Saudue Cartdnros Bounders Rook Gear
h. Mluiel Our Sz.Cat.Cale Gr.Sz.Sh 'Ef 'Effe2
-1
'Effluent r1 -BOO s>30<220 mglt.and TSS>30<150 mglL 'Effluent ft2-BOOS<_30 mglL end TSS_30 mglL
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 Ramat_nitwit cnntct the department at&>ft-2M-1 I S I nr WY 60*-2U-*777.
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