HomeMy WebLinkAbout038-1114-40-100 (3)CSrao'a - dql
r Depa ment ofDEC 2 9 2
� 16IL E ALli�r
3p= Saf y and in accords a with Comm 85, Wis. Adm. Code
fi Professio al Servieeescroix County
a C unit Development
#2245
Page 1 of 4
Schmitt Soil Testing, Inc.
omm Y
Attach *complete site plan on paper not less than 8Y2 x 11 inches in size. Plan must
County
St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and
- -------—
Parcel I.D.
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
Part of:038-1114-40-100
Please print all information.
R d By Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner
Property Location
Moulton, Richard & Ramona Rev Liv Trust
Govt. Lot SW1/4, NE1/4, S29, T31N, R18W
Property Owner's Mailing Address
Lot #
Block #
Subd. Name or CSM#
1136 109th St.
,-#'
CSM Pending Approval
City State Zip Code Phone Number
City [] Village F] Town Nearest Road
New Richmond WI 54017 1 715-505-6430
Star Prairie Nighthawk Drive
New Construction Use: '; Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement - J Public or commercial - Describe:
Parent material Outwash (Plainfield loamy sand) _ Flood plain elevation, if applicable NA ft.
General comments Area is suitable for a conventional system with a 0.7 gpd/sgft rate. Possible sytem elevation for Area 1 is 95.0' (High Trench) 94.50'
and recommendations: (Low Trench). Slope of area is 18%.
1
Boring # __ f Boring
Pit Ground surface elev. 97.67 ft. Depth to limiting factor 96+ in. Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/ft2
'Eff#1
-Eff#2
1
0-7
10yr3/3
none
sl
2mgr
mvfr
as
2c,2m
0.6
1.0
2
7-16
7.5yr4/6
none
girls
Osg
ml
gw
1m,1f
0.7
1.6
3
16-29
7.5yr5/6
none
grs
Osg
ml
gw
------
0.7
1.6
4
29-96
10yr6/4
none
grs
Osg
ml
----
------
0.7
1.6
T
Boring
Boring #
Pit Ground surface elev. 97.67 ft. Depth to limiting factor 96+ in. Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/ftz
'Eff#1
•Eff#2
1
0-8
10yr3/3
none
sl
2mgr
mvfr
as
2c,2m
0.6
1.0
2
8-15
7.5yr4/4
none
gris
Osg
ml
cs
2c,2m
0.7
1.6
3
15-32
7.5yr5/6
none
grcos
Osg
ml
gw
2f
0.7
1.6
4
32-96
10yr6/4
none
grs
Osg
ml
----
------
0.7
1.6
' Effluent #1 = BOD5> 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 12/27/2022 715-760-1978
Still-833U (K'U 1/UU)
Property Owner Moulton, Richard & Ramona Rev Parcel ID # Part of:038-1114-40-100 Page 2 of 4
F❑
3
Boring
Boring # ❑ Pit Ground surface elev. 93.57 _ ft. Depth to limiting factor 96+ in. Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/ft2
*Eff#1
*Eff#2
1
0-7
10yr3/3
none
si
2mgr
mvfr
as
2c,2m
0.6
1.0
2
7-14
7.5yr4/4
none
gris
Osg
ml
gw
1m,1f
0.7
1.6
3
14-27
7.5yr5/6
none
grcos
Osg
ml
gw
------
0.7
1.6
4
27-96
10yr6/4
none
grs
Osg
ml
----
------
0.7
1.6
F-1
❑; Boring
Boring # �j Pit Ground surface elev. ft. Depth to limiting factor __ in. Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/ft2
*Eff#1
*Eff#2
F-1❑
Boring
Boring # Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/11:2
*Eff#1
*Eff#2
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS <30 mg/L
"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-8330 (R.07/00) Schmitt Sal Testing, Inc.
NIGHTHAWK DRIVE St Croix County, WI
2 R/W
25' 1 Legend
1 1
1 1 Lakes and Rivers
O 1
1 � Rivers and Streams
N r
'
CU co1 1 50 BM 1 100.00Top of PVC Pipe MrenMpaM
a 1 ; `
BM 2 99.39' Top of 2" PVC Pipe _
Interstatesates
1 �4, US Highways
1 1 92'
1 .01 State Highways
B2 1 . i 98' 1
80, County Highways
1CN 1 Local Roads
t
1 1 86' ' BM 2 Rustic Roads
1 _
N 1 ' Ramps
1 46' i B3 . to Road Right of Way
1
1 1 e % W am�a� Retlroed
1 1 SLOP N.Q
PrMere Road
N
1 N 1 93' Q ` BM 1 O Road
1 •` C Vacated ROW
1 1 87 •� J Railroads
1 •� �1 *98' >+ —
94' 96' Conveyance Division
1 1 92" O.
LOT 1 ; (D LOT 2 a
1
4) 1
1 cv w
1 w 1
a Conducted for:
1 1 N
1
1 ? Richard T & Ramona M Moulton Rev
0 1 Living Trust
1 1136 109th St.
New Richmond, WI 54017
1 J
i LOT 2
0 20 40 60ft
1 a N Part of: PID 038-1114-40-100 Conducted By. DISCLAIMER: This map is not guaranteed to be
1 1 SW1 /4 N E 1 /4 S29 T31 N R 18W aerate, correct, current, s complete and
conclusions drawn are the responsibility of the
a 1 Thomas J. Sc tt user.1 Town of Star Prairie
1 (D i
1
181.20' CST 429
LOT 3 LOT 4 12-27--2022
Page 4 of 4
CERTIFIED S V RVEY MAP
LOCATED IN PART OF THE SW 1/4 OF THE NE 1/4 OF SECTION 29, T31N,
R18W, TOWN OF STAR PRAIRIE, ST. CROIX COUNTY, WISCONSIN.
M
RftGNTHAVVK-D tVE--
M NSS'52'03"E494.37'
LOT 1
TOTAL AREA:
93,598 SO. FT. (2.149 ACRES)
25'SHARED '
DRIVEWAY EASEMENT i---
279.27'
N89'38'17"W 460 48'
O
Z
rpi
pp
N
go
O
w
3
g
LOT 3
P
a
ZI
$
TOTAL AREA:
k
:D
151,000t SO. FT (3.466t ACRES)
;" ?
r
�y
`
-100-YEAR FLOOD
� r
1 �
EANDER LINE
LOT 2
TOTAL AREA:
66,642 SO. FT.
(1.530 ACRES)
25'
LOT 4
TOTAL AREA:
68,000± SO. FT.
(1.561t ACRES)
\DOCK
APPLE RIVER
HIGH WATER MARK
I O
J
LEGEND
. SOIL BORING
CERTIFIED SURVEY MAP - - -940- - - INDEX CONTOUR
LOCATED IN PART OF THE SW 1/4 OF THE NE 1/4 OF SECTION 29, T31N, — — — — — — INTERMEDIATE 2 - FOOT CONTOUR
R18W, TOWN OF STAR PRAIRIE, ST. CROIX COUNTY, WISCONSIN. _ _ BUILDING SETBACK
SURVEYOR: PREPARED FOR: C.B.A. CONTIGUOUS BUILDABLE AREA
DOUG J. ZAHLER TIM MOULTON
AUTH CONSULTING 1970 NIGHTHAWK DR CONTIGUOUS BUILDABLE AREA
2920 ENLOE ST. SUITE 101 SMERSET, WI 54025
HUDSON, WI 54016
THERE ARE NO SLOPES OVER 25%
NORTH 1/4 CORNER
SECTION 29
—NNIGHTHAWK DRIVE
- C" — J m� C 200 8 °52'03�484.3 / ��Z(�l`+� ^—1 • —
`� _
182.59' \,
C 251.76/ 96i // i r.
N88°52'0'lo PRtS�'(�SED--276.77�$ r .(�1' / �1 07.60'
527.27 DRJVEWAY _i ✓ i $ o �� .
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SCALE: 1" = 100'
100 50 0 100
CONTOURS, SLOPES, CBA & SOIL BORINGS