HomeMy WebLinkAbout032-2052-70-000 (2) �3 C� �MC sr- Zoz2 - z3o
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r , '� Department° SOIL Ek
LUATION RE!ORTl� #2234
• !� - Safety and E P 3 p r�1(kiordanith Comm 85,Wis.Adm.Code td Q Page _ 1_of 4
• 7,� • • .,! Professiona Servi J bchmittSoil Testing,Inc.
,...,.: sr (� County
Attach complete site plan on papa notlass �ait�`}pi t size. Plan must Coun St. Croix
include,but not limited to:verti;al Mail ya Q iM),direction and -- -- ---
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I D-
Part of: 032-2052-70-000
Please print all information. Re By Datq /
Personal information you provide may be used for secondary purposes(Privacy Law,a 15.04(1)(m)). /�f(, i ..l I // 3 ZZ-
Property Owner Property Location
Aufderhaar, Mark&Cleny Govt.Lot SW1/4,NW1/4,S15,T3ON, R19W
Property Owners Mailing Address Lot# Block# Subd.Name or CSM#
1576 63rd Street 7 ( CSM Pending Approval
City State Zip Code Phone Number • City 'Village [j Town Nearest Road -
Somerset i WI , 54025 I 612-875-5656 Somerset I 83Rd Street
. New Construction Use: - Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement Public or commercial-Describe.
Parent material Glacial Till (Jewett Silt Loam) Flood plain elevation,if a cable NA ft.
General comments Area is suitable for a mould system. System elevation is 101.88'based off the contour line established al 100.88'. Sipe of area is
and recommendations: 4%. Depth to limiting factor is 24'.
1 Boring# Boring
Pit Ground surface elev. _- 101.09 -ft. Depth to limiting factor _27 _--in. Soil Application Rate
Horizon Depth I Dominant Color I Redox Description 1 Texture Structure Consistence Boundary Roots GPD?Yt'
in. Munsell I Qu.Sz.Cont.Color ' Gr.Sz.Sh. 'Ent •Etf#2
1 0-8 10yr3/3 none sit 2mgr mvfr as 2c,2m 0.6 0.8
2 8-17 10yr3/4 none sil 2fsbk mfr gw 2f,2vf 0.6 0.8
3 17-27 10yr4/6 none sit 3msbk mfr 9W lvf 0.6 0.8
4 27-37 10yr4/4 m2d 7.5yr6/8 7.5yr5/2 all 3msbk mfr gw 0.6 0.8
5 37-68 7.5yr4/4 m2j 5 /8 ail lmsbk mfr ---- - -- 0.4 0.6
j
2 Boring# Boring
Pit Ground surface elev. _-100.91 ft. Depth to limiting factor 26 in. Sop Application Reis
Horizon j Depth I Dominant Color ! Redox Description Texture Structure Consistence(Boundary Roots GPDIR'
in. Munsell Qu.Sz.Cont.Color Gr.Sz. Sh. •EIMt 'EMS
1 0-8 10yr3/3 none sil 2mgr mvfr as 2c,2m 0.6 0.8
2 8-26 10yr4/3 none sil 3msbk mfr gw 2f,2vf 0.6 0.8
3 26-34 10yr4/4 m2d 7.5yr6/8 7.5yr6/2 sit 3msbk mfr gw lvf 0.6 0.8
4 3472 7.5yr4/4 m2d 7.5w6/8 sal lmsbk mfr -- 0.4 0.6
7.5yr5/2
•
Effluent#1 =BODS>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) CST Number
Thomas J. Schmitt Signn �� 227429
Address Schmitt Soil Testing,Inc. Dale Evaluation Conducted Telephone Number
1595 72nd St. New Richmond,WI 54017 9/26/2022 715-760-1978
SBD-=330(R 07,001
Property Owner Aufderhaar,Mark&Cleny - Parcel ID# Part of: 032-2052-70-000 Page 2 of 4
. 3 Boring# Bonng
Pit Ground surface elev. 100.49 ft Depth to limiting factor 24 -_in. Soil Application Rate
Horizon Depth Dominant Color 1 Redox Description Texture Structure Consistence Boundary Roots GPO/ft'
in. Munsell ' ou Sz.Cont Color Gr Sz Sh. 'ER#1 °EI!#2
1 0-9 10yr3/3 none sit 2mgr mvfr as 2m,2f 0.6 0.8
2 9-24 10yr4/4 none sil 2msbk mfr gw lf,2vf 0.6 0.8
m2d 7.5yr6/8
3 24-47 10yr4/4 7.5yr6/2 Sil 3msbk mfr as 0.6 0.8
4 47-78 7.5yr4/6 m2d 7.5yr6/B 7.Syr5/2 sil lmsbk mfr -- — 0.4 0.6
Boring
Bonng# Pit Ground surface elev ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure ,Consistence Boundary Roots GPD/M
in. Munsell Ou Sz Cont Color Gr. Sz. Sh. 'Eflf1 'Etta2
Boring
Boring# Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDMR'
in. Munsell Qu.Sz.Cont.Color Gr.Sz. Sh 'Ea#1 Tfta2
.
'Effluent#1 =BODS> 30<220 mg/L and TSS>30< 150 mg/L 'Effluent#2=BOD5<30 mg/L and TSS<30 mg&
The Department of Commerce is an equal opponunity 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.
SBD4330(1107/00) SOMA sot Testing,Inc.
Page 3 of 4
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