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Wisconsin Department of Commer N REPORT Page 1 of
3
Division of Safety and Buildings o
i1 accordance with Comm 5,Wis. Adm. Code
m.
County
ST.CROIX
Attach complete site plan on p �er not less than 8 1/2 x 11 inches i size.Plan must
I include,but not limited to:vertilal andtbr V ence point( ),direction and Parcel I.D.
percent slope,scale or dimens or:tpq b �#ibn and Distance to nearest road.
Please print all infor _r R sewed by DGat ,(
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). �� i 7 U-6
Property Owner Property Location
NORTH DAKOTA STATE UNIVERSITY c/o Leo Beskar Govt.Lot ----NE 1/4 NW 1/4 S 1I T 28 N R 19 (or))W
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Property Owner's Mailing Address Lot# Block# Subd. Name or CSM#
Rodli,Beskar,Boles&Krueger SC,219 N.Main Street 16 --- Hills of Troy
City State Zip Code Phone Number flYVllage Town Nearest Road
River Falls, WI 1 54022 ( 71 5) 425-7281 Coulee Trail
New Construction UseE] Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement 0 Public or commercial-Describe:
Parent material loess over till Flood Plain elevation if applicable NSA ft.
General comments Mound System-- 1.50 ft.sand fill--0.4 loading rate
and recommendations:
6 irs
(Ifpre-treatment system--0.50 ft.mound sand-- 6 loading rate) �
A Boring# Boring
El l Pit Ground surface elev. 1071.85 ft. Depth to limiting factor 19 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 0-8 10YR3/2 sil 3fgr&abk mvfr as 2vf-m 0.6 0.8
2 8-19 10YR3/6 ( —� sl 1 mrhic mfr cW lvf-m 0.4 0.7
3 19-24 10YR5/6 f2f IoYR5/8 c Om mfi cw lvf-f 0.0 0.0
4 24-30 -- till/Isbr
B Boring# Boring 1075.79 1 8
0 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
1 0-9 10YR3/2 sil 3fabk mvfr as 2vf-m 0.6 0.8
2 9-18 10YR3/4 — sicl 2fabk mfr as 1vf-m 1 0.4 0.6
3 18-24 7.5YR3/4 f2f7.5YR4/4 fsl Om mfr -- lvf--f 0.2 0.5
i
I
*Effluent#1 =BOD >30:5 220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<30 mg/L and TSS<30 mg/L
CST Name (Please Print) Signature Q� CST Number
Ma Jo Hollister 224832
Address Cj Date Evaluation Conducted Telephone Number
W9875 690th Avenue, River Falls, WI 54022 05-05-05 (715)426-1775
Page Property Owner NDSU(Lot 16) Parcel ID# (Pending) Pa e 2 of 3
F-C
Bonn g# RorinO
g Q Pit Ground surface elev. 1072.42 ft Depth to limiting factor 18 in.
-§o-il-A—Ppocafion 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 0-8 10YR3/2 -- sil 2fabk mvfr as 2vf-m 0.6 0.8
2 -12 10YR3/4 -- scl 2fabk mfr cw lvf-m 0.4 0.6
3 12-18 10YR5/8 At � - c 2fgr mfr cb lvf-f 0.2 0.3
4 -20 -- -- till/lsbr -- -- -- -- -- --
❑ Boring# E]Boring
a pit Ground surface elev. ft. Depth to limiting factor in. Soil A lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fg
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Ef1#1 *Eff#2
I
F-1 Boring# Boring
Pit Ground surface elev. ft. Depth to limiting factor in.
KNplication 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
*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-8330Test(R.07 100)
Plot Plan.f T
or Hills of roy Page 3 of 3
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Town of Troy, St. Croix County, Wisconsin
Lot it, 40 fl.
2 ft. contours
Legal Description NE�/4 cF 7m: — gackhoe pit
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