HomeMy WebLinkAbout040-1318-00-026 (2) Wisconsin Department of C merc SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildi s
inaccorda' th m Wis. Adm. Code
i County
Attach complete site plan o paper not less than 8 1/2 x 11 in 'fil�mrt must ST.CROIX
include,but not limited to:v rtical aid Ili tVi oi't(BM),dire
cTion and parcel I.D.percent slope,scale or dim sionsS hZo rFo pcation ce to nearest road. G)
P l/information. Re ewWD Dat
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). �f v✓� l �CJ
Property Owner Property Location �j r Yk( aF W M x`144 A 1„r,
NORTH DAKOTA STATE UNIVERSITY c/o Leo Beskar Govt.Lot ----NW 1/4 NE 1/4 S 11 T 28 N R 19 E(or)❑W
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#
Rodli,Beskar,Boles&Krueger SC,219 N.Main Street 26 --- Hills of Troy
City State Zip Code Phone Number sty Vllage ■ Town Nearest Road
River Falls, WI 54022 71 425-7281
( 51 Coulee Trail
Q New Construction UseE] Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement Public or commercial-Describe:
Parent material loess over till Flood Plain elevation if applicable _ NA ft
General comments
and recommendations: Mound System-- 1.00 ft.sand fill--0.6 loading rate
(If pre-treatment system-below ground drip-irrigation--0.8 loading rate)
A❑ Boring# 0 Boring
Q pit Ground surface elev. 1084.93 ft. Depth to limiting factor 33 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 I *Eff#2
1 0-13 10YR3/2 sil 3fgr&f-mab mvfr ai 2vf-m 0.6 0.8
2 13-17 10YR3/3 - sil 2fabk mfr M 0.6 O,g
3 17-26 10YR3/4 sil 2f-mabk
mfr 0.6 0.8
4 26-33 10YR3/4 sl lfsbk mfr 0.4 0.7
5 33-40 10YR7/3 c2d 10YR4/6 fs Om mvfr -- -- 0.5 1.0
Horizons 2,3 &4 have some gr.
aBoring# n Boring El Pit Ground surface elev. 1082.32 ft. Depth to limiting factor 26 in.
Soil A litztion Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-10 10YR3/2 - sil 2fa&sbk mvfr ai 2vf-m 0.6 0.8
2 10-26 10Y123/4 sil 2fabk mfr as
1 of-m 0.6 0.8
3 26-30 10YR3/4 f2f 10YR4/6 sil 2fabk mfr as
1 of-f
0.6 0.8
4 30-40 10YR3/4 m2d 10Y5/6 sil 2fabk mfr as lvf--f 0.6 0.8
5 40-44 10YR7/3 m2d 10YR5/6 A Om mvfr -- -- 0.5 1.0
Horizons 1-4 have some gr.
*Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD <30 mg/L and TSS<30 mg/L
CST Name (Please Print) Signature/ CST Number
Ma Jo Hollister �1 224832
Address Date Evaluation Conducted Telephone Number
W9875 690th Avenue, River Falls, WI 54022 05- 16-05 (715)426- 1775
Property Owner NDSU(Lot 26) Parcel ID# (Pending) Page 2 of 3
❑ Borin g# Boring
1082.10
Pit Ground surface elev. ft. Depth to limiting factor 24 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
1 0-11 10YR3/2 -- sil 2f-ma&sbk mvfr ai 2vf-m 0.6 0.8
2 11-17 10YR3/4 -- sil 2fabk mfr cs lvf-m 0.6 0.8
3 17-24 7.5YR3/4 -- sl 2f-mabk mfr cs
lvf-m 0.6 1.0
4 24-28 10YR5/6 c2d 10YR5/8 c lfabk mefi -- -- 0.0 0.0
Some gr in all horizons.
❑ Boring# E]Boring
El 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
Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Applicati on 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
I
I
I
Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L `Effluent#2=BODS<30 mg/L and TSS<30 mg/L
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M-8330Test(R.07/00)
Plot Plan for Hills of Troy Page 3 of 3
Town of Troy, St. Cron County, Wisconsin
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Lot Zt 19.9 = 40 ft.
Legal Description tm RF-z,,E. r; 4-or) wy.-Olg OF 2 ft. contours
lip- ;,�S"14, ►. � ; r a��t . M = Backhoe pit
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