HomeMy WebLinkAboutCST-2023-374 032-2039-30-025r Department of 2301L EVALUATION REPORT #2300
gP= - Safety and �� in accordance with Comm 85, Wis. Adm. Code Page 1 of
Professional Services C 3'-r 2,, J 3 %y Schmitt Soil Testing, Inc.
µ` County
Attach complete site plan on paper not less than 8%: x 11 inches in size. Plan must St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and --
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. -,farce! I.D.
Part of: 032-2039-30-025
Please print all information. R By
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner Property Location
Studnicka, Joseph & Amy Rev Trust Govt. Lot S /4, SW1/4, S10, T30N, R19W
Property Owner's Mailing Address Lot # Block # Subd. Name or M
590 132nd Ave. 3 CSM Pending
City State Zip Code Phone Number City Village ' Town Nearest Road
Somerset I WI 1 54025 612-388-0914 Somerset 1 160Th Ave
New Construction Use: i` Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement _! Public or commercial - Describe:
Parent material Glacial Till (Amery Series) Flood plain elevation, if applicable _ NA
General comments Area is suitable for a mound system. System elevation is 100.00' based off the contour line established at 99.24". Depth to limiting
and recommendations: factor is 27 Slope of the area is 8%.
17Boring
# !--_; Boring
( I Pit Ground surface elev. 99.24 ft. Depth to limiting factor 35 in. Soil Application Rate
�. _.
Horizon
Depth Dominant Color
in, Mansell
Redox Description
Oki SZ Cont Color
Texture
Structure
Gr. Sz. Sh.
Consisten CalBoundary
Roots
GPD/ft'
'Eff#1
`Eff#2
1
0-6 10yr3/3
none
sit
2mgr
mvfr
as
2vf
0.6
0.8
2
6-11
10yr4/4
none
sil
2msbk
mfr
gw
lvf
0.6
0.8
3
11-18
10yr4/6
none
grsi
2msbk
mfr
gw
I 1vf
0.6
1.0
4
5
18-35
7.5yr4/6
none
c2d 7.5yr6/6
7.5yr6/2
grst
grsl
imsbk
Om
mfr
mfi
cs
----
------
------
0.4
0.2
0.7
0.6
35-56
5yr4/4
i
U
Boring # Li
Pit Ground surface elev. 99.24 ft. Depth to limiting factor 27 in. Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consisten
Boundary
Roots
GPDW
'Eff#1
'Eff#2
1
0-13
10yr3/3
none
sit
2fsbk
mvfr
as
2vf
0.6
0.8
2
13-22
10yr4/4
none
sit
2msbk
mfr
gw
1vf
0.6
0.8
3
22-27
10yr4/6
none
sd
2msbk
mfr
Cs.
------
0.4
0.6
4
27-54
5yr4/4
c2d 7.5yr6/8
7.5yr6/2
grsl
Om
mfi
----
------
0.2
0.6
Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signature: CST Number
Thomas J. Schmitt 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd St New Richmond, WI 54017 12/21/2023 715-760-1978
SBr3-8330 (R.07/00)
LOT 4
W
Z
J
F-
W
W
0-
0
a
F-
rn
W
272' 1 9'I 31'
6'
Conducted for 230
3r '-I
BM 2 %
Joseph & Amy Studnicka Revocable Trust I 1 Slope
590 132nd Ave. I I 48'j
Somerset, WI 54025 j
LOT 3
Part of PID: 032-2039-1�0-025
SW1/4 SW1/4 S10 T30N R19W
Town of Somerset
N
uO
o6
M
Conducted by
Thomas J. Schmitt
C��T 2274
12-21-20 3
LOT 3
340'
1 i30TH A\7E
9 B3
1 I Slope
!I j
I I j
t
• 2 Slope •�
gq, \
97
BM 1 100.00' Top of 2" PVC Pipe
BM 2 99.76" Top of 2" PVC Pipe
Contour Line El. 99.24'
Contour Line Li:ngth 90' io
CA
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co
SEE PAGE 4 of 4
FOR FULL VIEW
OF PARCEL & VICINITY
1" = 6C'
W
Z
J
Y
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LOT 2
St Croix County, WI
Legend
Sections
Lakes and Rovers
Rivers and Breams
Interstates
US Highways,
State HighwE ys
County Highways
Local Roads
Rustic Road!
Ramps
Road Right of Way
nbo�m,.e �wo.n
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Railroads
Conveyance Division
0 20 40 60ft
DISCLAIMER: This map is iot guaranteed to be
actuate, correct, curren', or complete and
conciunions drawn are the responsibility of the
user.
12�1Z3 _:AGM
9
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St Croix County, WI
Legend
. .y;'•
Sections
Lakes and Rivei s
Rivers and Stre;jms
j• E
Interstates
'�# 1
US Highways
State Highways
County Highways
-;
k
Local Roads
Rustic Roads
Ramps
Road Right of Way
;
Aea Cn
$�
4'£
90
e�Rs oM
P,Ivete ROM
RMmM
Raa
YutM ROn
Railroads
Conveyance Division
a 0
13 s
N
t- 0 1
P is DISCLAIM ER: This ma not guaranteed to be
AV'_ accurate:, correct, current, or complete and
condusions drawn are the ra;ponsibility of the
user.
IMM32.P M
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CERTIFIED ;SURVEY MAP
LOCATED IN
PART OF THE SOUTHW',_ST QUARTER OF THE SOUTHWEST QUARTER AND PART OF THE SOUTHEAST QUARTER OF THE
SOUTHWEST
QUARTER OF SECTION 10, TOWNSHIP 30 NORTH, RANGE 19 WEST, TOWN OF SOMERSET, ST. CROIX COUNTY, WISCONSIN.
S88"09'50"E 359.
SCALE: 1 INCH = ZDO FE:T
200 100 0 200
N�UHPL,�7iTE0
LANDS r1AC
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LOT 2 CENTE%� UNE
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— —�- -- 503.66' _ 340.00, _ 466.22__ / 1d
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504.70' 5
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21.33'
I 589"26'18" 1366.06'
160TH AVENUE I M
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C�.a.NM'. O.�e[I�to LOT 2 I PLOT 3I IG�Lu
VOL . 1 2 VOL. .10 � M �-
po. 3463, [PU. 6873 1 'IOdMM E 3,1 o pAaaC� ra92 7 I , to %n
THIS INSTRUMENT WAS DRAFTED BY.. J v JOB NO. 8359-001 DATE: DECEMBER 28, 2023
V
UNPLATTED
LANDS
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NORTH
CERTIFIED SURVEY MAP
LOCATED IN PART OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER AND PART OF THE SOUTHEAST QUARTER OF THE
SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 30 NORTH, RANGE 19 WEST, TOWN OF SOMERSET, ST. CROIX COUNTY, WISCONSIN.
PREPARED FOR:
JOSEPH & AMY STUDNICKA
REVOCABLE TRUST
590-132ND AVENUE
SOMERSET, WI 54025
SURVEYOR:
TY R. DODGE
AUTH CONSULTING & ASSOC.
2920 ENLOE ST. SUITE 101
HUDSON, WI54016
SCALE: 1 INCH = 200 FEET
200 100 0 200
VERTICAL CONTROL DATUM: NAVD 1988
CONTOUR INTERVAL: 2 FEET
,4RR°iSa�Et{le laF�i
2.1�ACRES
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5;42jP44E1303.22
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-- 421.44�
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472.69
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-.LOT3 LOT 2 Jf/IC B A 3 5 ACRES AROX MA .B.A. = 2.6 ACRES � 2 6 ACRES N
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lAY11HI/)11W1\l� LEGEND
FOUND COUNTY SECTION CORNER MONUMENT, AS NOTED
• FOUND 1 INCH OUTSIDE DIAMETER IRON PIPE
FOUND 1-1/4 INCH OUTSIDE DIAMETER IRON PIPE
O SET 1 INCH OUTSIDE DIAMETER BY 18 INCH LONG
i_ q I IRON PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT
xAi♦ SOIL BORING
BUILDING SETBACK LINE
FRONT: SO FEET
~ ( SIDE: 10 FEET
REAR: 25 FEET
—940— — INDEX CONTOUR
— — — — — — — INTERMEDIATE 2-FOOT CONTOUR
I C.B.A. CONTIGUOUS BUILDABLE AREA
12% - 25% SLOPES
PROPOSED SEPTIC AREA
/�s��\��\
y
a� V N p L A T 7 E 0 NO SLOPES 25% OR GREATER
;133' — — — — — — = l EXIST ON THIS PROPERTY
CONTOURS, SLOPES, C.B.A. & SOIL BORINGS
THIS INSTRUMENT WAS DRAFTED BY.. JLV JOB NO. 8359-001 DATE: JANUARY 2, 2024