HomeMy WebLinkAbout042-1091-90-000 Wisconsin Department of Coma"" 0 2012 SOIL EVALUATION R"d r page I of 3
Division of Safety and Buildings
ith Comm 85, s. Adm. Code
PLANNING& Ws. County ST.CROIX
Attach complete site plan on paper not less than 81/2 x 11 inches in size.Plan must
include,but not limited to:vertical and horizontal reference point(BM),direction and Pa 2-1091 -90-000 1
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. - J
Please print all information. evievj by ` Date
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). ✓ �, .
Property Owner Property Location
MIRIAM E.&MARGIE STONE Govt.Lot ---- SW 1/4 SE 1/4 S 32 T 29 N R 18 E(or)W
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#
1080 60th Avenue -- -- '7 5,'ow
city State Zip Code Phone Number Village [FITown Nearest Road
Roberts, WI 1 54023 ( 612) 419-0525 60th Avenue
a New Construction UseE) Residential/Number of bedrooms 4 Code derived design flow rate GPD
Replacement 13 Public or commercial-Describe:
Parent material loess over till Flood Plain elevation if applicable AA- ft.
General comments Mound System--0.50 fL sand fill--0.40 loading rate
and recommendations:
� >sue'-� f.�►r�nd amt-.
F1 Boring# ® Boring
El Pit Ground surface elev. 97.40 ff. Depth to limiting factor 31 in.
Sol Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD1W
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
1 0-19 10YR2/1 — 1 3fa&sbk mvfr as 3vf-co 0.6 0.8
2 19-31 10YR3/6 — sicl 2fa&sbk mfr as 2vf-co 0.4 0.6
3 31-40 7.5YR3/4 m2f 7.5YR4/6 scl l fa&sbk mfr _. l vf-f 0.2 0.3
2 Borg Boring
F El 97.30 38
pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Domlrant Color Redox Description Texture Structure Consistence Boundary Roots GPDN
in. Munsell Qu.Sz, Cont.Color Gr.Sz.Sh. •Ef#1 •EfW
1 0-13 10YR2/2 — 1 2fsbk mvfr es 3vf-co 0.6 0.8
2 13-26 10YR2/2 1 Ifsbk mvfr es 2vf-co 0.6 0.8
3 26-38 10YR3/6 — sl Ifsbk mvfr as 2vf-m 0.4 0.7
4 38-44 7.5YR3/4 m2f 7.5YR4/6 scl l fsbk mfr -- l vf-f 0.2 0.3
Horizon 3 has some gr,
•Effluent#1 =BOD >30<220 mg/L and TSS>30 11 so mg/L •Effluent#2=BOD <30 ng/L and TSS<30 rrg/L
CST Name(please Print) S ture CST Number
M Jo Hu ollister's Soil Testing&Design) 224832
Address Date Evakaffiriltonducted Telephone Number
W9875 690th Avenue,River Falls,WI 54022 04-24- 12 (715)426- 1775
Property Owner STONE,Miriam&Margie Parcel ID# 042-1091 -90-000 Page 2 of 3
Boring 3 Boring# E] Pit Ground surface elev. 102.00 ft. Depth to limiting factor 40 in.
SoN Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Efl#1 *0111112
1 0-10 10YR2/2 -• 1 3f-ma&sbk mvfr ci 3vf-co 0.6 0.8
2 10-22 10YR3 6 -- sl 1 fsbk mvfr cs 2vf-co 0.4 0.7
3 22-36 7.5YR3/4 -- scl Ifsbk mfr cs 2vf-m 0.2 0.3
4 36-40 7.SYR4/6 -- sl Ifsbk mvfr cs 1vf-m 0.4 0.7
5 40-45 7.5YR4/6 f2f 10YR5/6 sl 1 fsbk mvfr -- 1 vf-f 0.4 0.7
orizons 4&5 have some gr<1%.
❑ Boring# Boring
Pit Ground surface elev. ft. Depth to limiting factor in.
SoN A *catlon Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/R
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Ef#k1 *Eft#2
III
Boring# ja Borg
Pit Ground surface elev._ft. Depth to limiting factor in.
Soil Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 *Eff#2
*Effluent#1=BOO,>30:5 220 mg/L and TSS>30:5 150 mg/L *Eflluent#2=BOD6 130 mgtL and TSS<30 rng/L
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SB1-ONFred(R07/W)
Plot Plan for Site and Soil Evaluation Page 3 of 3
Property Owner M(P.6Vw L �e' MAR"T-- sT,-PJF-
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