HomeMy WebLinkAbout040-1318-00-038 (3) )IL—EVALUATION REPORT Pa e 1 of 3
Wisconsin Department of Comm er 9
Division of Safety and Buildings 4'
accordance with m q5 Wis. Adm. Code
�t County ST.CROIX
Attach complete site plan on pager not less than$11 x 1 i •tall Plmust
include,but not limited to:verti and h, rizontal reference point(BM),dlrectlori and Parcel I.D.
r im nsi s nib1m t stance to nearest road. d — _
percent slope,scale o d e J tpn-ar�d _.
P P �9", .
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�Of p./ keyier ed Date
Please pr lion
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). 111-716-b
Property Owner Property Location
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 lock# Subd.Name or CSM#
Rodli,Beskar,Boles&Krueger SC,219 N.Main Street N38 --- Hills of Troy
City State Zip Code Phone Number aVillage Town Nearest Road
River Falls, WI 1 54022 ( 715) 425-7281 Coulee Trail Troy
New Construction UseG] Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
ElReplacement Public or commercial-Describe:
Parent material loess over till Flood Plain elevation if applicable l ft•
General comments Mound System-)- 1.75 ft.sand fill--0.6 loo 1ng rate--plow depth 12"
and recommendations: fi�f-4 c),j A et-yI � d LIA r,b' V47 671�, '
(If pre-treatment system-0.75 ft.mound sand--0.8 loading rate)
D Boring
I� a Boring#
F1 pit Ground surface elev. 1085.44 ft. Depth to limiting factor 30 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff2
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 I *Eff#2
1 0-7 10YR3/2 - sil 3f-ma&sbk mvfr as 2vf-m 0.6 0.8
2 7-18 10YR3/4 sil XAW mfr cs lvf m 0.6 0.8
3 18-30 7.5YR4/6 --
Is Om mfr -- Ivf-f 0.2 0.6
Horizons 2& 3 have some gr;horizon 3 has some pockets of s
I � Boring# Boring 1084.65 15
pit Ground surface elev. 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 0-10 IOYR3/2 sil 3f-ma&sbk mvfr as 2vf-m 0.6 0.8
2 10-15 10YR3/4 sil 3fabk mfr as 2vf-m 0.6 0.8
3 15-20 10YR3/4
f2f IOYR4/6 sil 2fabk mfr -- 1 of-f 0.6 0.8
�I
ICI
*Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L *Effbent#2=BOD <30 mg/L and TSS<30 mg/L
CST Name(Please Print) Signature CST Number
Mary Jo Hollister 224832
Address Qj Date Evaluation Conducted Telephone Number
W9875 690th Avenue, River Falls, WI 54022 06-02-05 (715)426- 1775
Properly Owner
NDSU(Lot N38) Parcel ID# (Pending) Page 2 of 3
C Boring# Boring 1083.75 20
� Q pit Gruut td sut face elev. ft. Depth to limiting factor in -SorApplicabon 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- I QYR 3 Q -- sil 3f-ma&sbk mvfr as 2vf-m 0.6 0.8
2 10-20 10 -- sil 3fabk mfr as lvf-f 0.6 0.8
20-25 sil 2fab
k mfr -- IV f-f 0.6 0.8
3
0 10YR3/4 c2f 10YR4/6
F] Boring# Boring
Pit Ground surface elev. ft. Depth to limiting factor i" 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
Boring
❑ Boring# Ground surface elev. ft. Depth to limiting factor in.
Pit 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
Effluent#1=BODS>30:5 220 mg/L and TSS>30<150 mg/L Effluent#2=BOD5<30 mg/L and TSS<30 mg/L
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SBD-8330Test(R.07/00)
-1
Plot Plan for Hills of Troy Page 3 of 3
Town of Troy, & Croiz County, Wisconsin ,
Lot ,3g I" = 40 ft.
Legal Description X14 c�Ttt�,�w`/y .++,� 2 fL contours
Backhoe pit
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/ r
� R_1138.
N
TOPLMAft-
IW MA_ moo, ►
� RON PPE
`�0• ELEb PQPE
Plot Plan for Hills of Troy Page 3 of 3
Town of Troy, St. Croix County, Wisconsin
Lot 1 40 ft.
Legal Description '! / .I�,T 2 ft contours
Backhoe pit
40 ys3q \ �I
8-1 15C
r
r r
\ r
R_1135
3B
r e /
r � /
/ r
r I EL i0
r 75A . .
r I
BEN MARK: � N'
TOP _ _ r
Q. X IRON PIPE
4" � ELEVATION 0=j
�0 4 8-114A�