HomeMy WebLinkAbout004-1046-90-050 (2)RECEIVED
Wisconsin [department of tl ? OIL ITION REPORT Page 1 of
Drj.ort of Safety and Buildings
in anne Comm ,
County St. Croix
Attach complete site pian,v parttt7a39t� inches in size. Plan
include, but not limited to'v6 and rence point (BM), direction and Parcel I_D. 004-1046-90-050
percent slope, scale or dimensions, north arrow, and iocation and distance to nearest road.
Please print all information. y Date
Personal information you prwde may be used for secondary purposes (Pnwacy Law, s, 15.44 (1 ) (m)).
Property Owner Property Locabu
Jerrod Faber Goon. Lot NE 114 SE 114 S 20 28 N R 15 E (or) WW
Property Owners Mailing Address Lot Block # Subd. Name Z / C
S1169 Hyland Springs - IoI4 2881-25th Ave-
City State Zip Code Phone Number DCity Vi own Nearest Road
Spring Valley Wl 1 54767 ( 6t5 1 -955-8382 1 Cady 25th Ave
Q New Construction Use Residential / Number of bedrooms 4 Code derived design flow rate - 600
® Replacement Public or commercial - Describe _ na
Parent material out wash Flood Plain elevation if applicable Ra�
General moment * New mound on I00' conlour
and recommendations: �,_ /%e_ y
Crc..� C'c�7 � 2, ORIGINAL
ME
ft.
H
Boring # 11 Boring
pit Ground surface elev. I W ft. Depth to limiting factor 21 in.
�.,a an..ir�lvfn Rita
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDN
'Eff#1
-Eff#2
a-1
0-9
10yr3/2
St.
3fsbk
mvfr
cs
2f
.6
1.0
b-2
9-21
5
-
sel
2msbk
mvFr
gs
2f
A
.6
c-3
21-30
5yT4/6
fl t5yr3 A
scl
i mabk
mvfr
_
_
4
.6
r-4
30+
limcstnfx
Fp-�flBoring # r®� Boring 100 24
' t Pit Ground surface elev. ft_ Depth to Wanting factor in.
Horizon
Depth
in
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
Gpo f?
'Eff#1
-Eff#2
a-1
0-9
7.5yr3!2
sl
3fgr
mvfr
cs
2f
.6
1.0
b-2
9-18
7 -5r414
sil
2msb
mvfr
cs
2f
.4
.6
c-3
18-24
7.5yr4/6
Sil
2msbk
mvfr
gs
2f
.4
.6
c-3
24-36
7.5yr4/6
fl f5yr5'3
scl
I msbk
mvfr
-
-
_
-
Effluent #1 = BOO, > 30 < 220 nxgll. and TSS >3w 15u nx [ �t = tx n� z ,w m[ys_ arru r as : xi 11Vv
CST Name (Please Print) CST Number
Lewis Bork 253976
Address Date Evalu n Conducted Telephone Number
E7818 county E Menomonie W154751 5-9-2012 715-231-7375
Property Owner Andcrson
H
Boring #
Boring
0 Pit Ground surface elev_
Gn7;GiNAi16
Parcel IDS
100 it_ Depth to lirruling factor 78 in.
2 3
Page of
Cnil AnnGrafinn Ratp
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz, Cont. Color
Texture
Structure
Gr Sz Sh.
Consistence
Boundary
Roots
GPDNf
'Eff#1
-Eff#2
a-1
0-12
10yr3/2
_
sl
3fsbk
mvfr
cs
2f
.6
1.0
b2
12-36
10 r5/4
-
Is
Osg
nil
fs
-
.7
1.6
c3
36-78
1 IOyr5/6
-
s
Osg
ml
-
-
.7
1.6
Boring �P�i7� Si rC�rn y ), S 1l'k 1-h Y — 7
H
Borin9 # . ft.Pit Ground surface elev. Depth to limiting factor RO
in I Snil Annliratinn Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont Color
Texture
Structure
Gr. Sz. Sh
Consistence
Boundary
Roots
GPDlff
'Eff#t
-Eff#2
a-1
0.13
10yr3!2
-
sl
3fsbk
mvfr
cs
2f
.6
1.0
b-2
13-37
10vr5,,4
-
Is
osp,
ml
gs
-
.7
1.6
c-3
37-80
1Oyr5r6
_
s
os-g
m1
-
-
.7
1.6
Boring
Boring # Ground surface elev. it. Depth to limiting factor in.
LugH Pit Soii AWicartion Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cant Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDM
"Eff#1
-Efl#2
Effluent #1 = BOD5 > 30 < 220 nfgrl_ and TSS >30 < 150 mgA- Effluent #2 = BODS < 30 nx
g1L and TSS < 30 rraglL
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