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Wisconsin Department of Safety and PmYessionel Semcls _
Diwsion of Industry Senroes -
SCgL EVALUATIAPI RGR60
In accordance with SPS 385. Wis, Adm. Code Funtol
CROIX
Attach complete site plan on paper not less than 8 112 x 11 inches in size Plan must include,
but not limited to vertical and honzontal reference pant (BM), direction and percent slope, rcel I.D. 0
scale or dimensions, north anow, and location and distance to nearest road. 2-107JOPlease print all information. v' by
Page 1 of 3
004-0e7-Y0-1DD
Personal information you provide may be used for seccnday pus Pn Law, s 15 D4 1 m (/'
Property Owner Property Location ❑
JAMES MONDOR Govt Lot part SE % NW % S 4 T 29 N R 16 E (or) W
Property Owner's Mailing Address Lot i Block If Subd Name or CSWJ
1138 235" ST 1 ow I proposed CSM
City State Zip Code Plane Number ❑ city ❑ Village ® Town Nearest Road
® New Construction Use: ® Residential /Numberof bedrooms 3 Code derived design flow rate 450 GPD
❑Replacement ❑Publicorcommercial- Describe _ 2vnLX
Parent material GLACIAL DRIFT & LOESS Flood Plan elevation if applicable N_A R
General comments and recommendations. RECOMMEND A MOUND, HAVING A CENTERLINE LOCATED ON OR NEAR THE 102.0' CONTOUR
111 Boring # ❑ Boring
® Pit Ground surface elev. 101.8 ft. Depth to limiting factor 89 in
,.it Araliratwa Rate
Honzon
Depth
In
Dominant Color
Munsell
Redox Description
Ou. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
•Eff#1
'E/FN2
1
0-7
7.5YR 313
—
sit
2fgr
Mir
9w
2m
0.6
0.8
2
7-13
10YR 414
—
sit
2fabk
mfr
dw
if
0.6
0.8
3
13-25
7 5YR 414
—
cl
2fabk
mfr
dw
IV[
04
0.6
4
25-58
7.5YR 4/6
—
sl
lfabk
Mir
9w
1vf
04
0.7
5
58-71
T5YR 5/6
—
grs
Osg
mI
aw
—
0.7
1.6
6
71-89
7.5YR 516
—
s
Osg
ml
aw
—
0.7
1.6
7
89-101
5YR 414
—
scl
Om
mfi
—
—
0.0
0.0
Bodrig M ❑ Boring
®pit Ground surface elev. 103.4 ft. Depth to limiting factor 21 in
c.w� - n�..irnr.,nwarn
Horizon
Depth
In.
Domrnam Color
Munsell
Redox Desorption
Ou. Az Cont Color
Texture
Structure
Gr. Sz Sh
Consistence
Boundary
Rods
•Ef1
0-8
75YR 313
—
&I
2fgr
mfr
Bw
2m
062
MGPDIF
8-14
10YR 4/4
—
sit
2fabk
mfr
dw
tf
O63
14-21
7. 5YR 4/4
—
cl
2fabk
mfr
dw
1f04
4
21-34
7.5YR 414ftd
7.5YR 5/8 &
f2d T5YR 5/3
scl
�bk
mfr
dw
lift
0.4
06
5
34-57
5YR 4/4
ftd 5YR 5/8 &
f2d 7.5YR 613
scl
lfadc
mfr
dw
—
0.2
0.3
6
57-90
5YR 4/4
ftd 5YR 518 &
2d 7.5YR 6/3
0m
—
—
0.0
00
-
CST Name (Please Pratt)
Signature /
CST Number
CHRIS FREDERICKS
71618
Address
Date Evaluahon ucled
Telephone Number
499 4 112 Ave, Clayton, WI 54004 -. _.
11116119
715.419.0127
cur�aon rorurf tf
Boring # ❑ Boring
® Pit Ground surface elev. 101.8 R Depth to IimNng factor 24 in
Soil Application Rate
Horizon
Depth
In
Dominant Color
Munsed
Redox Description
Qu Az. Cont Color
Texture
Structure
Gr. Sz Sh.
Consistence
Boundary
Roots
GPD/Ft'
-Efi#1
•EfW2
1
0-8
7.5YR 3/3
—
sil
21gr
mfr
gw
2m
0.6
0.8
2
8-15
IOYR 414
—
sil
2fabk
mfr
dw
1vf
0.6
0.8
3
15-24
7.5YR 4/4
—
d
2fabk
mfr
dw
lvf
0.4
0.6
4
24-33
7.5YR 414
f1d 5YR 5/8 8
2d 7.5YR 6/3
Sd
1fabk
mfr
dw
—
0.2
0.3
5
33-61
5YR 4/4
f1d 5YR 518 &
2d 7.5YR 6/3
sd
om
mfi
0.0
0.0
❑ Boring ❑ Boring .
ElPit Ground surface elev
Depth to limiting factor in.
Soil Application Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Ou. Az. Cont. Color
Texture
Stmclure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft'
-Efl#1
•EfW2
Boring # [IBoring
El Ground surface elev.
Depth to limiting factor _ in.
Sol Application Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az Cont. Color
Texture
Stmdure
Gr. Sz. Sh
Consistence
Boundary
Roots
GPDfF12
'EfF#i
I -EB#2
Effluent #1 = BOD, > 30 5 220 mg/L and TSS > 30 5 150 mg/L ' Effluent 22 = BOD, > 30:5 220 mg/L and TSS > 30 5150 mg/L
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CERTIFIED SURVEY MAP OEC 02 Z919
THE SOUTHEAST QUARTER OF THE NORTHWEST
QUARTER OF SECTION 4, TOWNSHIP 29 NORTH,
RANGE 16 WEST, TOWN OF BALDWIN, C-ao19 3
ST, CROIX COUNTY, WISCONSIN.
PREPARED FOR
Estate of lames Monder
Mark Mok, 1158 235th St.
Glenwood City, WI 54013 UNPLATTED
ANDS
LOT 1, D5k1
Vol 5 &.1249
UNPLATTED
t ANDS
LOT 2 areas
437.088 sq.ft.
10. 034 acres
ncl r-o-w
424,711 sq.ft
9. 750 acres
excl r-o-w
1
West 1/4 Corner
Section 4-29-16
Survey Mark Nail
N
N
S87.27'31'E
1319 10'
- ( 1282.01'
N
37
center)
.\ LOT
I
or O \
°1 cabin --
wetland
of 1,314,946 sq.ft
n _
30187 acres-NN
r-o-w
N,a
%--`incl.
t 1.277,814 sq.ft.
v s
v
r a • 1 29 335 acres
r;
1 o j ezd r-o-w
r
l . .587'20'28"E
1 3
�1 • �I LOT 2 sne0
UNPLATTED
uNos
Each parcel on this map is subject to State DRAFTED BY
and County laws, rules and regulations(i e Joel A Brandt
wetlands, minimum lot size, access to parcels, JB Surveying LLC
etc.) Before purchasing or developing any
parcel, contact the St. Croix County Zoning
office and Town Board for advice
"Approximate wetland locations, if
constructing near mapped wetlands, a
wetland delineation may be required:'
East 1/4 Corner
�Section 4-2-16
f N Survey Mark Nail
E.
Ln
Ala
a,Il
Im
AN
U
UNPLATTED
e
ANDS
wm
IN
W
ILa
N
r r�
IT
N
.I
I b
I^
I lP
N_
w
East 1/4 Corner
Section 4-29-16
o
Mark Nail
a
Survey
I-
N8720'28-W
2638,05' 4-19
to
N N
u
n
South 1/4 Corner
Sect on 4-29 16
Survey Mark Nall
"This map contains areas that are subject
to the Shoreland Overlay Zoning District
additional restrictions apply. Contact the SCALE T" = 400'
`W - 6 Community Development Department for
further Information." 0• 400' 800'
LEGEND
Y 0 Found Government Corner Completion Date
North is referenced to (ties verified) November, 2019
North -South Quarter Line o Set 3/4" x 18" Iron Rebar
of Section 4-29-16, weighing 1502 Ibs /foot
which bears S00°26'35"E Found 1" Iron Pipe Sheet 1 of 2 Sheets
(St Croix County Grid System) •-