HomeMy WebLinkAbout040-1304-10-000 (2) WtsconsinDeparfinentof �ECEIVEC SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Bui irgs
in accordance w4 Comm 85,Wis. Adm. Code
Attach complete site on paper not less�tf> g /2 x 1 inche in size.Plan must ST.CROIX
include,but not limited :verbal ontal referee 'pant(BM),direction and Bt- Q,.
percent slope,sole imens� �; �rld loco stars to a road. V
Please p OFFI� on � D Date
Personal information you provide may be used for secondary purpose$ P' )). ` I /l q/
Property Owner Property Location 1:1 El
ARTHUR&MARIYLN FEYEREISEN Gov.Lot —JJE 1/4 SW 1/4 S 8 T 28 N R 19
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#
420 Townsvalley Road 10 - Sunset Valley
City State Zip Code Phone Number []Vllage EITOW Nearest Road
Hudson, WI 1 54016 715) 386-2122 1 Townsvalley Road
Q New Construction UseE) Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement ❑ Public or commercial-Describe:
Parent material outwash/sandstone Flood Plain elevation d applicable Imo- R
a re
General c : $a 3 r0 y?Conventional In-ground trenches-to be designed by installer
C �� �0.4�toading rated a din locatigCn ofjrenc
f2t-2.t��u�.�-Q-�, Bra �i0O' � h �� c�✓Ia�C- S�a����
H Boring#
❑ Boring
Pit Ground surface elev. 891.81 ft. Depth to limiting factor >93 in. 0
Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Struchm Consistence Boundary Roots GPDW
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. -Eff#1 1 -0112
1 0-4 10YR2/2 - 1 2f-lsbk mvfr cb 3vf-m 0.6 0.8
2 4-17 10YR2/2 - 1 2f-msbk Infir ab 2vf-m 0.6 0.8
3 17-36 10YR3/6 - 1 2f-msbk mfr aw 2vf-m 0.6 0.8
4 36-41 I OYR4/4 - sl l f--msbk mvfr as 3vf-m 0.4 0.7
5 41-56 10YR4/4 - s&gr Osg dl cs - 0.7 1.6
6 56-93 10YR4/4 - fs 0sg dl _ _ 0.5 1.0
(Horizon 4 has 20-25%gr.)
1 0/ g Ong# ❑ Boring 883.03 �-UDk t 01[- >96
El Pit Ground surface elev. ft. Depth to limiting factor in.
Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/if°
in. Munsell Qu.Sz. Conti.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
1 0-5 10YR2/2 - sl 2fabk ds cb 3vf-m 0.6 1.0
2 5-17 10YR2/1 - I 2mabk ds ai
2vf-m 0.6 0.8
3 17-27 10YR3/3 - I 2fabk mvfr ab 2vf-m 0.6 0.8
4 27-52 10YR3/4 - I 2fabk mfr cw lvf-m 0.6 0.8
5 52-96 10YR5/4 - s Osg ml - - 0.7 1.6
*Effluent#1=BOD >30:5 220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD <30 mg&and TSS<30 rmg/L
CST Name(Please Pry) - - attme � / CST Number
M Jo Hollister 7Wa.". 224832
Address Date Evaluation Conducted Telephone Numb
W9875 690th Avenue, River Falls, WI 54022 01 -13&07-08-04 (715) 426-1775
Property Owner FEYEREISEN,Arthur(Lot 10) Parcel ID# (Pending) Page 2 of 3
C Boring# Boring
Pit Ground surface elev. 887.33 ft- Depth to Hmiting factor >104 in.
Soft Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Efr#1 '0102
1 0-7 10YR2/2 — sl 2fsbk ds cb 3vf-m 0.6 1.0
2 7-13 10YR2/2 — sl 2fsbk dsh ab 2vf-m 0.6 1.0
3 13-37 10YR2/1 — I 2f-msbk dsh cb 2vf-m 0.6 0.8
4 37-45 10YR3/3 — sil 2f-mabk mfr as lvf-m 0.6 0.8
5 45-63 74 — s0 2fabk mfr cs Ivf-m 0.6 0.8
6 63-104 10YR3/4 — s Osg ml — — 0.7 1.6
F-1 Boring# Boring
Pit Ground surface elev. ft. Dtit to tanning fade in.
—9W--plicafion Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roos GPDM
in. Munsell Qu.Sz. Cont.color Gr.Sz.Sh. -Efr#1 `Ef(#2
F-1 Boring# Q Boring
Pit Ground surface elev. ft. Depth to fending 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 I 'Eff#2
'Effluent#1=BOP.>30<220 mg&and TSS>30<150 mg/(.. `Effluent#2=BODS<30 mg/-and TSS<30 mg/L
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