HomeMy WebLinkAbout032-2160-10-000 AL.- - • I) C ,7°a 1 — 61 l
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DeP r ment 9f EB 2 4 20S OIL EVALUATION REP #2090
ti': Safe and in accordance with Comm 85,Wm Adm.Code ��� Page 1 of 4
Professional Services Schroth Soil Testing,Inc.
i County
Attach complete site plan on R ,ATT mches in size. Plan must 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. Parcel I.D.
032-2160-10.000
Please print all information. R By ill
(I/, D q 7 7 Personal,nformabon you provide may be used for secondary purposes(Privacy Law,s. 1504(1)(m)). / G 7/7
7 7-
Property Owner Property Location
Peterson,Martin&Jennifer Govt.Lot NE1/4, SW1/4,S12,T31N, R19W
Property Owners Mailing Address Lot a Block tl Subd.Name or CSMM
2881 Polk/St. Croix Rd 11 Wild Turkey Retreat
City State Zip Code Phone Number City Village pi Town Nearest Road
Somerset 1 WI 154025 1 851-983-9734 Somerset I 734 224Th Ave.
r • New Construction Use: [] Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement 1] Public or commercial-Describe:
Parent material Outwash(Onamia-Antigo complex)/Planfield) Flood plain elevation,If applicable NA ft,
General comments Area is suitable for a conventional system with a 0.5 gpdlsgf rate. Possible system elvations for the primary draintleld area is,High
and recommendations: trench 98.15',Middle Oench 97.75',Low 97.35'. Slope the area is 6%.
/U far Cr(t st// �1 tit 9/6ala-mot i h dirb •'�f�t el Sumi-ii L I
1 Boring* U Boring
r.1 Pit Ground surface elev. 99.45 ft. Depth to limiting factor 110+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAt'
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'EINt 'ENO
1 0-12 10yr3/3 none sl 2mgr mvfr as 2vf 0.6 1.0
2 12-24 10yr4/4 none grsl 2msbk mfr gw lvf 0.6 1.0
3 24-32 10yr5/6 none Is Osg ml cs — 0.7 1.6
4 32-110 10yr6/4 none s 0sg ml — — 0.7 1.6
2 Boring# • J Boring
'1 Pit Ground surface elev. 99.45 ft. Depth to limiting factor 90+ in. Soy Application Rate
Horizon Depth Dominant Color ! Redox Description Texture Structure Consistence Boundary i Roots GPDAt'
in. 1 Munsell i Qu.Sz.Cont.Color Gr.Sz. Sh. 'Eeat 'EC#2
1 0-7 10yr3/4 none sl 2mgr mvfr as 2vf 0.6 1.0
2 7-23 10yr6/4 none s Osg ml cs lvf 0.7 1.6
3 23-53 10yr6/4 none fs 0sg ml a --- 0.5 1.0
4 53-77 10yr6/4 none s 0sg ml as -- 0.7 1.6
5 77-90 7.5yr4/4 none sl Om mfi — --- 0.2 0.6
•Effluent#1 = BOD 5>30<220 mg/L 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 aluation Conducted Telephone Number
1595 72nd St.New Richmond.WI 54017 12/3/2020 715-760-1978
saD-$330 moms)
Property Owner Peterson,Martin&Jennifer Parcel ID* 032-2160-10-000 Page 2 or 4
3 Boring*
Boring
Pit Ground surface elev. 101.95 ft. Depth to limiting factor 110+ in. Soil Application Rate
Horizon Depth Dominant Color i Redox Description I Texture Structure :Consistence Boundary Roots GPD/1Y
in. Munsell au.Sz.Cont.Color • Gr, Sz. Sh. *Elfin *Ett#2
1 0-13 10yr4/3 none i grsl 2mgr mvfr as 2vf 0.6 1.0
2 13-22 10yr4/4 none gris 0sg ml cs lvf 0.7 1.6
3 22-58 10yr6/4 none s 0sg ml cs — 0.7 1.6
4 58-110 10yr6/4 none fs Osg ml -- — 0.5 1.0
4 Boring�
Pit Ground surface elev. 99.45 ft. Depth to limiting factor 90+ M, Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure 1Consistence Boundary Roots GP1M1
in. Munsell Ou.Sz.Cont Color Gr. Sz.Sri. -Ent *Enr2
1 0-17 10yr3/4 none SI 2mgr mvfr as 2vf 0.6 1.0
2 17-34 10yr4/4 none sI 2msbk mvfr gw lvf 0.6 1.0
3 34-42 10yr4/4 none sit 2msbk mfr as lvf 0.6 0.8
4 42-50 10yr5/6 none grs Osg nil is — 0.7 1.6
5 50-71 10yr5/4 m21 3 B SI lmsbk mfr as ----- 0.4 0.7
6 71-82 10yr5/6 2 6 Is Osg ml cs ----- 0.7 1.6
7 82-96 10yr6/4 none s Osg ml — — 0.7 1.6
Boring
Boring# Prt Ground surface elev. ft- Depth to limiting factor In.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture I Structure Consistence Boundary Roots GPDIR
in. , Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Fuse 'Ett#2
i
1
•Effluent#1 =BODS>30<220 mg/L and TSS>30<_150 mg/L 'Effluent#2=BODS<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 608-266-3151 or TTY 608-264-8777.
Sso-auo(Rmm) Schmitt Sol TTOYq,roc.
Page 3 /4
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MADAM GENERAL NOTICE STATl'I�'W7:
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■ SET 1 1/4' NY Ur IRON PIN BOUNDARY MULE AND LIMOIRARan({� 10111111011. MORN LOT AOQ1R
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