HomeMy WebLinkAbout032-2068-45-100 (2)Wisconsin Department of Commerce
Division of Satety and Buildings
-- C ST- - 3 3 L
SOIL EVALUATION '
Page o%�
in accoroance wan LCArim oo, vvis. raurn. wue
_. - ---
County G
-
Attach complete site plan on papegnot less t?ia" 112 ia*$trLghes in size.
Plan must
Parcel I.D.
include, but not limited to: vertical hcxtPotit�f'r�f8f�eafllpOML$Nt), `iredion and
and
percent slope, scale or dimensions, north arrow, oca ion ce to nearest road.
o
R by ,
Date
Please print all information.
Personal information you provide may I>e used for secondary purposes (Privacy Law,
s. 15.04 (1) (m)).
G
Property Owner
Property Location
7
T `�
L
(I -t% /✓ ".5
Gout. Lot j,/� 114�� 114 S N R
E (or W
P Owner's Mailing Address
Lot
Block #
Subd. Name 1d1
'7 , zn
city State - Zip Code Phone Number
M City ❑ Village Town Nearest RoiW
'
New Construction l3se�Residential i Number of bedrooms L . Code derived design flow rate c Z�
GPD
eplacemenE /❑ Public commercial - Describe:
i Parent material j at/J��-J
Flood Plain elevation if applicable /i/ i
✓�� ft.
General convents
and recorr irnendations: 1
System Type ( , A / /
System Elevation
Boring # Boring
I pit Ground surface elev. (� • ft. Depth tc limiting factor l in.
Soil Application Rate
Ri
Dominant Color
Redox Description
M
=
. ��rw
M.Wmmm
MON
�"Wsn,
�
lrmm�
—�W
WIM
M.
H
arr
'ng #ri^g
Borpit Ground surface elev. )ft. Depth to limiting factor in.
Soil Aonlination Rate
Qu. Sz. COW, Color
Effluent #1 = BOD. > 30 < 220 rrxA and TSS >30 < 1 'Effluent X2 = BUD, < au mgn- ano I aZi < au rrKYi-
CST Name (Please Print) CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1432 120th St, New Richmond, WI 54 7 �—� �� / 715-246-4516
Properly Owner
Boring #
E _ Boring
Pit
Parcel ID #
Ground surface elev. ft.
Page of
Depth W limiting factor �CZ)' in.
Soil ,4nnlicatinn Rafo
Horizon
Depth
1 in.
Dominant Color
Munsell
Redox Description
Ou. Sz. Cont. Color
Texture
Stricture
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/ff
'Eff#1
'Eff#2
/
Z'514
I
i
E
i
{
I Boring # Boring
f ❑ Pit Ground surface eiev ft. Depth to limiting factor in.
Soil Application Rate
Horizon
Depth
in.
Dominant ColorE
Munsell
Redox Description
Ou. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
` GPDfff
'Eff#1
`Eff#2
E
Boring
Boring # Ground surface elev. ft. Depth to limiting factor in.
❑ Pit Sri! Annlirafinn Rate
Horizon
'lepth
in.
Dominant Color
Munsell
Redox Description.
Ou. Sz. Cont. Color
Texhre
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDtff
'Eff#1
'Eff#2
E
Effluent #1 = BOD$ > 30 < 220 mgrL and TSS >30 < 150 mg4- ' Effluent #2 = BOD$ < 30 mg& and TSS < 30 mg1L
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-9330 (R.6/00)
Soil Test Plot
Project Name Kevin Adkins
Address P.O. Box 907
Hudson Wi 54016
STM #226900
Lot Subdivision pV 9/1/21
N W 1/4 SE 1/4S 12 T 30 N/1320 W Township Somerset
Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of telephone
System Elevation 90.5/89.0 *HRpSame as Benchmark
LEGEND
Bj SOIL BORING
- — -940- — - INDEX CONTOUR
INTERMEDIATE 2 - FOOT CONTOUR
25% OR GREATER SLOPE
C.B.A. O CONTIGUOUS BUILDABLE AREA
11
CERTIFIED SURVEY MAP
PART OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER AND
PART OF GOVERNMENT LOT 3 OF SECTION 12, T30N, R20W,
TOWN OF SOMERSET, ST. CROIX COUNTY, WISCONSIN.
PREPARED FOR: SURVEYOR:
JEFF LAVERS TY R. DODGE
1319 RIVERSIDE DRIVE NORTH AUTH CONSULTING & ASSOC.
HUDSON, WI S4016 2920 ENLOE STREET SUITE 101
HUDSON, WI 54016 EXISTING 16.5'
n4DS FA$EMENT c
CASE
,S89"44'S5"E 925 16' 2 113V000ri52 l J
66.0
�525°39`12"W� \ �\V. B.A. �l,�'�t:4�TY
\?\;,1�1�i�
25 39'12'E' m-
Y! i \\ ` i; Cls A 1i.i�aREs TR �'6'IFtIE'�' Sono'f
1p
y' 11 i f v POND/ 7\ u \ \
�— .t�I\ WETLAND ��.�� o aa
s�A`4aaRFsT
N50'19'32"W
i o V Sd TH bIN� �}�(I� T 3 1 ;� �- SOl'TFi ':NE NVJ 0 T \ \
/ / r I \'. \ \, \' l 11 GS Q.1.65ACRE9
S50"!9'32E 1 \
-N89"05'S4"W 1306.65' A 1 —
i/ V�� \AA o- s�izi ✓ �4. A \279.87' �
H 1/4 LIN
:�/N`I�II
W LL =
28�1' SRE�33
`
+ a x H
W "a ¢
O
COUNTY SECTION CORNER LOCATION
OF RECORD -MONUMENT AS NOTED
SOUTH 1/4 CORNER
SECTION 12
SOUTH LINE SE 1/4L I
935.46'
o
1702.40'
? o
O
FOUND 1-1/4" OUTSIDE DIAMETER
(ALUMINUM MONUMENT)
= o w Q
IRON PIPE
- N89'45'04"W 2637.86' -
S w a
SET 1" OUTSIDE DIAMETER X18" LONG IRON PIPE
WEIGHING 1.13 LBS./LINEAL FOOT
SE CORNER
_ ¢
~ m
®
SET RAIL ROAD SPIKE
SECTION 12
NORTH
(NAIL IN 2"
SCALE: 11NCH = 200 FEET
DIAMETER PIPE)
O
WELL
200 100 0 200
_x_EXISTING
FENCE LINE
THIS INSTRUMENT WAS DRAFTED BY MDM JOB NO. 8347-001 DATE: 0110912024
CONTOURS, SLOPES, C.B.A. & SOIL BORINGS
SHEET 1 OF 3
��Beaco nTM St. Croix County, WI
�.
�
Ramps
a
� '�•F _, 4 .Ramp
cE
;'h;_rR-
1��
Rustic Roads
Rustic Road
mi-mE6da;ORo!
••+!��_
r1 It\•t�,,�
Local Roads
!'r ��,�'�
.Local Roads
Local Roads
v .1, ��
! ■Local Roads
y� I 41
d '•jt • if�� r t ��
Local Roads
Local Roads
)�Q
'gYF:ii1
= Interstate
W
— ;
• US Highway
State Highway
- County Road
Parcels
Parcel Numbers
02-201i81J11.0n— .. - - . .... .
_ -
Subdivisions Labels
�!! Condominlum Plats
PLSS Sections
Towns
Villages
r � u72.�n2H. RI
+ - I
Date created: IJ912024
Last Data Uploaded: 7J9,120243.547.0+4.AM
Developed by
DEp--FAT I YI..