HomeMy WebLinkAbout032-1054-50-200 (2) Wisconsin Department of al Services Cs f -c e'^ ' — 35
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. Division of Indu r^ 1 I , ,
• o SOIL •EVALUA I I• ` `` e ' A Page I of 4
1.4 7... in acco ance with SPS 383,Wis. Adm. Code . '
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County ' ST.CROIX y53 Z!O{h/L�v
Attach com site plan on paperaot .aisKthlt 1/2 x 11 inches in size.Plan must
include,but no limited tgtvelt)ba{aFd I reference point(BM),direction and Parcel ICI. 032- 1054-50-20((
percent slope, le orrc' ,north arrow,and location and distance to nearest road.
Please print all information. Reidted by i Date
Personal information you provide may be used for secondary purposes(Privacy Law.s.15.04(1)(m)). (S is rN— ( I 6/z'71 zZ
Property Owner Property LocationCI
I�
BRIAN & SHELBY KIESLER Govt. Lot---- NW 1/4 NE 1/4 S 21 T 31 N R 19 E(or)W
Property Owner's Mailing Address Lot Si Block# Subd. Name or CSM#
897 CHAPMAN DRIVE 2 -- 29-6502
City State Zip Code Phone Number laity ❑Vllage QTown Nearest Road
RIVER FALLS, I WI 1 54022 1 ( 7tS ) 78i-3.340 SOMERSET 1 210TH AVENUE
ra New Construction Use Residential/Number of bedrooms 4 Code derived design flow rate 6lX) GPD
0 Replacement 0 Public or commercial-Describe:
Parent material SANDY LOAM TILL Flood Plain elevation if applicable 7 t.€X NA ft.
General comments CONVENTIONAL SHALLOW IN-GROUND TRENCHES--0.6 LOADING RATE OR GEOMAT 0.8
and recommendations: Plaitifi{ ld I f�Zs LOADING RATE WITH NO COVER REQUIRED
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1 Boring# ❑ Boring
Q Pit Ground surface elev. 99.90 ft. Depth to limiting factor 50 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. 'EB#1 'Eif#2
I 0-40 7.5YR2.5/3 -- I 2f-ca&sbk ds cs lvf-co 0.6 0.8
2 40-50 7.5YR3/3 sl lf--msbk ds as 1vf-m 0.4 0.7
3 50-57 7.5YR3/4 Cc2f 7.5YR4/ sl l f-msbk dsh -- -- 0.4 0.7
2 Boring# Bonny 98.87 57
Q Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDRF
in. Munsell Qu. Sz. Cont Color Gr.Sz.Sh. 'EfI#1 'Eff#2
1 0-18 7.5YR3/3 — Ifs lf--msbk ds cw 2vf-m 0.5 1.0
2 18-57 7.5YR3/4 — s Osg ml -- __ 0.7 1.6
(some gr)
•Effluent#1 =BOO,>30<220 mg&and TSS>30<150 mg/L 'Effluent#2=BOOS<30 mg/L and TSS<30 mg/L
CST Name (Please Print) S CST Number
MARY JO HUPPERT(Hollister s Soil Testing&Design) �,'t,// 224832
Number
�va� uded Telephone Number
28497 King Arthur's Court,Danbury,WI 54830 06- 11,2021 715-426-1775
SRt-Biro(Rmnil
Property Owner KIESLER,Brian&Shelby Parcel IDS 032- 1054-50 200 Page 2 of 4
0 Boring
3 Boring# 0 pit Ground surface elev. ]02.47 ft. Depth to limiting factor 95 in.
Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eft#1 'Eff#2
1 0-10 7.5YR3/2 -- sl 2fsbk ds cs 2vf-m 0.6 1.0
2 10-33 7 5YR3/3 -- sil 2fabk dsh cw 1 of--m 0.6 0.8
3 33-95 7.5YR3/4 -- s Osg dl -- -- 0.7 1.6
(some gr.& few cobs)
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 GPD/fF
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
Boring
Boring# Ground surface elev. ft. Depth to limiting factor in.
Pit
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. 'Efl#1 'Eff#2
•Effluent#1 =BOO,>30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=BOD,<30 mgl and TSS<30 mg/L
saD-Ufo(Ro7/13)
Plot Plan -3 00
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PROPERTY OWNER: 1jRNtAl S4a3y ICI SLF./e 1"= 40 FT.
(except where noted)
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