HomeMy WebLinkAbout032-1046-50-175 (� C sr a aa� o0 5
a a-,...,W, Departr `V' u — #2190
VALUATION REPORT
_' = Safety in accordance with C 85, is.Adm.Code p 'f^^II'' Page 1 of 4
_ `: Professional N 13 2022 Z 1 Z [ �Uli1 Ci
Schmitt Soil Testing, Inc.
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Attach complete site plan on paper not less than 8 6 x 11 inches in size. Plan must St.Crook
include.but not limited to:vertical an8hoHEontalarfsdsnce point(BM),dhe..A ,....J r..�� ID.
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percent slope,scale or dtmensiidtennpUhenc9eeelb(0aaddt aid distance to nearest road. -104��v 175
Please print all information. TTG / S
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Personal information you provide may be used for secondary purposes(Privacy Law.s. 15.04(1)(m)). B �.L. 1 D7 z 7/
Property Owner Property Location tt' KKK... L
Ward,Jay 8 Kathy Govt.Lot SW1/4,SW1/4,S16,T31N, R19W
Property Owner's Mailing Address Lot• Block• Subd.Name or CSW
2129 40th St 4 CSM 18-4767
City State Zip Code Phone Number _ City Village r; Town Nearest Road
Somerset 1 WI 1 54025 1 Somerset ( 40Th Street
• New Construction Use. Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement ,_J Public or commercial-Describe:_ _ 7.-49_
Parent material Outwash(Burkhardt Series) Flood plain elevation,if applicable NA ft.
General comments Area is suitable for a conventional system with a 0.7 god/soft rating. Possible system elevation for Area 1 is 96.0'. Slope of area is
and recommendations: 6%.
1 Boring• , Bonng
Pit Ground surface elev. 100.31 ft. Depth to limiting factor 96+ _In. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure I Consistence Boundary Roots GPO/ft'
in. Munsell Qu.Sz.Cont.Color Gr. Sz Sh. *EnN1 'ERN
1 0-8 10yr3/2 none sl 2mgr mvfr as 2m,2f 0.6 1.0
2 8-24 7.5yr4/6 none Ors! 2msbk mvfr gw 2m,2f 0.6 1.0
3 24-40 7.5yr5/6 none vgrcos 0sg ml as lvf 0.7 1.6
4 40-96 7.5yr5/6 none s osg ml — — 0.7 1.6
2 Boring it Boring
Pit Ground surface elev. 99.16 ft. Depth to limiting factor 100+ _in. Soil Appecation Rats
Horizon Depth Dominant Color Redox Description I Texture Structure Consistence Boundary 1 Roots GPD/ft'
in. • Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. I •Elias TAN
1 0-11 10yr3/3 none sl 2mgr mvfr as 2m,2f 0.6 1.0
2 11-21 7.5yr4/4 none grsl 2msbk mvfr gw 2f,2vf 0.6 1.0
3 21-47 7.5yr5/6 none vgrs 0sg ml as 2vf 0.7 1.6
4 47-100 7.5yr6/4 none $ 0sg MI — — 0.7 1.6
•Effluent#1 = BOD,>30<220 mg/L and TSS>30< 150 mg/L •Effluent•2=BOOS<_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 11/24/2021 715-780-1978
SBD-*330(R 07/00)
Property Owner ward,JaY&KathY Parcel ID I 032-1046-75-175 Page 2 of 4
r LJ Boring
3 Boring
pit Ground surface elev. 98.11 ft. Depth to limiting factor 98+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture I Structure Consistence Boundary Roots GPD/IP
in. Munsell Qu.Sz.Cont.Color 1 Gr. Sz. Sh. •Elfe1 •EIM2
1 0-10 10yr3/3 none sl { mv
fr vfr as 2c,2f 0.6 1.0
I2 10-25 7.5yr4/6 none grsl 2msbk mvfr gw 2vf 0.6 1.0
3 25-48 7.5yr5/6 none vgrs Ng ml cs — 0.7 1.6
4 48-98 7.5yr6/4 none s 05g MI — — 0.7 1.6
,
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ii
Boring
Boring 0 U pit
Ground surface elev. ft. Depth to limiting factor In. Soil Application Rate
Horton Depth Dominant Color ' Redox Description Texture ' Structure Consistence Boundary Roots GPDm
in. Munsell Cu.Sz.Cont Color Gr.Sz.Sh. •Etter •Efe2
❑ Boring a Li Boring pit Ground surface elev. ft. Depth to limiting factor - in.
LiSoil Application Rate
Horton Depth Dominant Color Redox Description . Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell j Qu.Sz.Cont.Color Gr.Sz.Sh. 'MI •EfN2
r
'Effluent#1 =BOD5>30<220 mg/L 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
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55D-e330(R 07ro0) Sdnst Sol Te b g,Inc.
•• Page 3of4
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