HomeMy WebLinkAbout040-1318-00-030 Wisconsin Department ofCom erce y"?� '*e �P.- VALUATION REPORT Page 1 of 3
Division of Safety and Buildings
inaccoMan ,dAks:•-Ada1. Code
County ST.CROIX
Attach complete site plan on aper not less than 81i ! inch s in size.Plan must
include,but not limited to:vie ical and horizontal reference point BM),direction and Parcel I.D. �\
percent slope,scale or dime ions,,,nprl:0ptTpw,:arliJ'apon a distance to nearest road. Q V
tion. 7Reewed Date�7 /
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). / 0 6
Property Owner Property Location
NORTH DAKOTA STATE UNIVERSITY c/o Leo Beskar Govt.Lot ----NW 1/4 NE 1/4 S I I 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 N30 --- Hills of Troy
City State Zip Code Phone Number ity village Town Nearest Road
River Falls, WI 1 54022 ( 715) 425-7281 C.T.H.U
New Construction UseE] Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
0 Replacement Public or commercial-Describe:
Parent material loess over till Flood Plain elevation if applicable ft.
General comments Mound System--1.09 ft.sand fill--0.6 loading rate
and recommendations:
�� Gr/�nf� Ski�� � ��U1J/0�3•�f S ��
0 (If pre-treatment-0.09 ft.mound sand--0.8 loading rate)
{ A oring# Boring
■ Ground surface elev. 1083.48 ft. Depth to limiting factor 23 in.
a Pit
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP
in. Munseil Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 I *Eff#2
1 0-9 10YR3/2 1 2fgr&sbk mvfr as 2vf-m 0.6 0.8
2 9-14 10YR3/3 - sil 2fabk mfr cW lvf-m 0.6 0.8
3 14-23 10YR5/8 - c 2fabk mfi cW -- 0.2 0.3
4 23- -- till/lsbr -- -- --
B Boring# El Boring 1083.45 26
l 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 I *Eff#2
1 0-9 10Y3/2 l 2fgr&sbk mvfr as 2vf-m 0.6 0.8
2 9-24 10YR3/4 sil 2fgr&abk mfr aw lvf-m 0.6 0.8
3 24-26 10YR5/6 c 2fabk mfi cW __ 0.2 0.3
4 26- -- till/lsbr --
Horizon 2 has some gr;few stones.
*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
Mary Jo Hollister 0 224832
Address Date Evaluation Conducted Telephone Number
W9875 690th Avenue, River Falls, WI 54022 06-01 -05 (715)426- 1775
Property Owner NDSU(Lot N30) Parcel ID# (Pending) Page 2 of 3
Li G� C Borin4# Boring
Z I Pit Ground surface elev. 1483.67 ft. Depth to limiting factor 2G 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 0-9 10YR3/2 -- I 2fgr&sbk mvfr ai 2vf-m 0.6 0.8
2 9-26 10YR3/4 -- sil 3fabk mfr as lvf-m 0.6 0.8
3 26-31 1 10YR5/6 fl f l OYR4/6 c 1 fabk mfi -- -- 0.0 0.0
Horizon 2 has some gr.
Boring# 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/fF
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
Boring
F-1 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 I *Eff#2
I
*Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<30 mg/L and TSS<30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SBD-8330Test(R.07/00)
1
Plot Plan for Hills of Troy Page 3 of 3
Town of Troy, Sit Croix County, Wisconsin
Lot 6u I'} = 40ft.
Legal Description w,1/4 O , � �y , �, T � 2 ft. contours
KAvJ `T"e I\I ni=-°r ; � w = Biackhtoe pit
BAN �F X08 ��O GQ\PENa�s.
n -
Irn
CD
m
I I i
ego / s
\4 .6
- -=._
a
\0 Z B-92/93C
cL i�•y�
'r
—�