HomeMy WebLinkAbout040-1318-00-039 (2) Wisconsin Department ofommetd$ SOIL EVALUATION REPORT Page 1 of
Division of Safety and Builcongs
in accordance with.Co Ad Co
County ST.CROIX
Attach complete site pla on papelQ)OflRit Irl a ii12.x 11 inches in size.P an—&
include,but not limited to• onzontal reference poinU4MI direction and Parcel I.D.
porcent slope,scale or dimPncinnc,nnrth arrow,and location and distance to 669rest-med.
Please print all information. viewe Date 1 l ki
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Property Owner Property Location
El M-
NORTH DAKOTA STATE UNIVERSITY c/o Leo Beskar Govt.Lot ----NE 1/4 NW 1/4 S 11 T 28 N R 19 E(or)W
Property Owner's Mailing Address Lot# Block# Subd;Na e or CSM#
Rodli,Beskar,Boles&Krueger SC,219 N.Main Street N39 --- Hills of Troy
State Zip Code Phone Number fly EVi Ilage own Nearest Road
River Falls, WI 1 54022 ( 715) 425-7281 1 Coulee Trail
New Construction UseG] Residential/Number of bedrooms 4 Code derived design flow rate
600 GPD
Replacement Q Public or commercial-Describe:
Parent material
loess over till Flood Plain elevation if applicable i.TA ft.
General comments L -S Mound System-- 1.00 ft.sand fill--0.4 loading rate
and recommendations:
(If pre-treatment system-below ground drip-irrigation--0.6 loading rate)
A Boring# Boring
M pit Ground surface elev. 1085.65 ft. Depth to limiting factor 30 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 PD/f�Eff#2
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh.
1 0-4 10YR3/2 sil 2fgr&sbk mvfr cs 2vf-m 0.6 0.8
-
sil 2fs&abk mfr as lvf-m 0.6 0.8
2 4-12 10YR3/2
3 9-30 10YR3/4 sic] 2fabk mfr as lvf--m 0.4 0.6
4 30-44 10YR3/4 c2d loYRS/6 fs Om mvfr __ -- 0.5 1.0
Horizon 3 has some gr;horizon 4 has bands of Is.
f Boring 1089.50 24
Boring# Depth to limiting factor in.Q Pit Ground surface elev. ft. g Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots "Eff#GPD/fPEff#2
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh.
1 0-5 l0YR3/2 sil 3f-msbk mvfr as 2vf-m 0.6 0.8
A Imsbk mfr cb lvf-m 0.4 0.7
2 5-24 7.5YR4/4
3 24-35 7.5YR4/4 c2f 7.5YR3/4 sl Om mfr -- lvf-f 0.2 0.6
Some gr in all horizons;few cobbles.
'Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L Effluent#2=BOD <30 mg/L and TSS<30 mg/L
nature CST Number
CST Name (Please Print) 224832
Mary Jo Hollister Tele hone Number
Address
Date Evaluation Conducted P
W9875 690th Avenue, River Falls, WI 54022 05-04-05 (715)426- 1775
NDSU(Lot N39) ID# (Pending) Page 2 of 3
Property Owner Parcel
I I(N C 18onng# E] 1085.55 Boring
l I I I Pit Ground surface elev. ft. Depth to limiting factor 36 in• Soil lication 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 0-4 10YR3/2 -- sil 2fgr&sbk mvfr as 2vf-m 0.6 0.8
2 4-9 10YR3/2 -- sil 2fabk mfr as lvf-m 0.6 0.8
3 9-19 10YR3/4 -- sicl 2fabk mfr as lvf--m 0.4 0.6
4 19-27 7.5YR3/4 --
sl Om mfr as lvf-f 0.2 0.6
5 27-36 7.5YR4/4 -- Ifs Om mvfr as lvf-f 0.5 1.0
6 36-40 7.5YR4/6 c2d 7.5YR4/4 fs Om mvfr 1 -- -- 0.5 1.0
Horizons 4,5 &6 have some gr;few cobbles.
Boring# In
El 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/fP
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
i
I
i
F-1 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/ft
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
*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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SBD-8330Te t(R.07 100)
Plot Plan for Hills of Troy Page 3 of 3
Town of Trroy, tSt Croix County, mscannsin '
Lot I" = 4o ft
Legal Description AEV4 of rrt„e SIRC,I�_-rZ _ 2 ft contours
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Plot Plan for Hills of Troy Page
Town of Troy, ►S� Croix County, Wisconsin
Lot 3q 1 = 40 ft
Legal Description NF I/Z1 g tnc Se, ►► TZT;a� 2 ft contours
x'.43 OF IRD y M = Backhoe pit
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