HomeMy WebLinkAbout030-2034-30-010 (5)L5T-aoU-o1Co
1
ki I A
❑■ New Construction Use: ❑■ Residential/Number of bedrooms 3-4 Code derived design flow rate 600 GPD
❑ Replacement ❑ Public or commercial — Describe:
Parent material Loamy drift and/or loess over loamy till (Santiago-Antigo) Floodplain elevation if applicable NA ft.�1� %(
General comments and recommendations: Recommend minimum 6" sand -lift POWTS mound on 100.00 contour with 0.6gpd/ft2 load. rate.
LF = 31" (Redoximorphic features) ,/ S i'
❑1 Boring # ❑ Boring Y 1 L
❑■ Pit Ground surface elev. 100.00 ft. 4 r ) pe t g actor 31 in.
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ftz
*Eff#1
*Eff#2
1
0-6
7.5YR 2.5/2
-
1
3mgr
mfr
cs
2c-vf
0.6
0.8
2
6-22
7.5YR 5/3
-
sl
2fsbk
mfr
cs
1 c-vf
0.6
1.0
3
22-31
5YR 4/4
-
sl
2c-mabk
mfr-mfi
gs
1 m-vf
0.6
1.0
4
31-44
5YR 4/4
c1f 7.5YR 518 & 7.5YR 6/1
sl
1 cabk-Om
mvfi
0.2
0.6
21 Boring # ❑ Boring
❑■ Pit Ground surface elev. 97.65 ft. Depth to limiting factor 33 in.
Cnil annliratinn Ratp
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
*Eff#1
I *Eff#2
1
0-7
1OYR 2/2
-
sil
3mgr
mfr
cs
2c-vf
0.6
0.8
2
7-20
1OYR 5/3
-
sil
2fabk
mfr
cs
2c-vf
0.6
0.8
3
20-33
1OYR 5/6
-
sicl
2fabk
mfi
gs
1c-vf
0.4
0.6
4
33-46
1 OYR 4/6
c1d 7.5YR 5/8 & 10YR 6/2
fsl
1fabk-Om
mfr
-
-
0.2
0.5
�a111.f�i1lc9tlGt�]��i1w/���::TiniilN ��1���zuC�16'l��iiT7��Ciii1R-S.Ss:rElCuuszuC71��6..IJ EiiTi-�I�X1zlC71fLl��. . A
CST Name (Please Print)
Signature
CST Number
Ryan Bechel
1330832
Address
Date Evaluation Conducted
Telephone Number
779 Spring Creek RD S, Red Wing, MN 55066
05/12/22
(651) 327-0074
JtSU-6JJU (KU4/15)
❑3 Boring #
❑ Boring 94.80
❑■ Pit Ground surface elev. ft.
Depth to limiting factor 34 in.
Qnil Annlirafinn RatP
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
Eff#1
*Eff#2
1
0-9
7.5YR 2.5/2
sil
3mgr
mfr
cs
2c-vf0.6
rOA
0.8
2
9-22
1 OYR 5/3
-
sil
2fabk
mfr
gs
2c-vf0.6
0.8
3
22-34
1OYR 5/4
-
sicl
3mabk
mfi
gs
1c-vf
0.6
4
34-61
1 OYR 5/4
c1d 7.5YR 4/6 & 10YR 5/1
sicl
2mabk
mfi
cw
1 c-vf
0.4
0.6
5
61-68
5YR 4/4
(none apparent)
sl
Om
mvfi
0.2
0.6
Boring #
❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
,nil Annliratinn RAtP.
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft'
*Eff#1
*Eff#2
Boring #
❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Rnil Annlirafinn Rafe
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
*Eff#1
*Eff#2
* Effluent #1 = BOD, > 30 5 220 mg/L and TSS > 30 <_ 150 mg/L * Effluent #2 = BOD, > 30:5 220 mg/L and TSS > 3015 150 mg/L
Designer. Ryon Bechel
Certified Sol Tester. 1330832
Designer of Engineering Systems: D 2263-7
SCALE
20'
0' 40'
i nT M
to proposed
west P.L.
±200'
Proposed
lot line
**Well to be located >50ft
from soil treatment area &
>25ft from tanks**
ADVANCED
'All property lines not Benchmark
drawn are >100ft from
Soil Boring
SYSTEM NOTES
Septic Tank:
v - z,
system
in
rn
O
O
C:)
C)
to proposed
Pump Tank:
C:)O
north P.L.
cr,
m
I1
Soil Treatment Area:
-Recommend minimum 6' sand -lift POWTS mound on
I
`
100.00 colourvith 0.6gpdfll` loading rate
o
21 �o
-Depth to restriction = 31' (Redoidmorphic features)
1
-Contour=100.00'
-Slope =21%
Proposed
1 m \
lot line
m � i-
O /J
BM1 = 100.00
Top nail in 10" Maple
tree (18" above grade)
O
BM2 = 89.50
Top g" iron pipe
(19" above grade)
Note: Prior set BM
Wetland
WLDW41*
Vu
�a a
0
Z,d
b
LOT 04 i
7 �
M
� a7n
tPl♦ D'Iq
Ceritfted Statement• This system has been designed and evaluated In accordance with State and Local codes. The soil treabrrent area must remain Protected fran dtehrbarroe ardor corrpaction before and after
NO WARRAMY Is MADE THAT THIS SYSTEM WILL CONnNUE M FUNCTION IS MADE THAT THIS FUNCTION INDUINTFlYm must be��maintained Reviewurm eement�for Information an proper and mainteraneemust be��naintained Reviewurm eement�for Information ancare and mainterwnce.
W
ON
Distribution:
-System veil require pressure distribution
LOCATION MAP (not to scale)
[V
SITE
279 ARBOR
J HILLS DR
PREPARED FOR:
RobertObrien
274 Arbor Hills DR
Houlton, WI 54032
PID: 030-2034-30-010 3.12 Acres
Legal: Lot 03 Arbor Ridge
SW 1/4 NE 1/4
S24 T30N R20W
Town of Saint Joseph
Scale: 1" = 40' Date: 5/12/22
PRELIMINARY PLAT OF: ARBOR RIDGE 11 'p
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LOCATED IN PART OF THE SW1/4 OF THE NE1/4 AND PART OF THE NW1/4 OF THE SE1/4 OF SECTION 24, si ......
TOWNSHIP 30 NORTH, RANGE 20 WEST, TOWN OF ST. JOSEP\H, ST. CROIX COUNTY, WISCONSIN. tocarlory g
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T \ �� \ I L (� 1 //I/ hereby certify that this survey was Prepared by me or under
1 • r,y direct supervision, that It Is true and correct to the best Q
,y knowledge and ballet, and that I a a Profe nai nZ
Land Surveyor under the laws at the State of wise in.
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PREPARED FOR:
SURVEYOR:
ROBERTO'BRIEN
DOUG 7AHLER
274 ARBOR HILL DRIVE
AUTH CONSULTING & ASSOC
HOULTON, WI 54DSZ
2920 ENLOE STREET SUITE 101
HUDSON, WI 54026
_ NORTH 114 CORNER 5ECn0N 24
COUNTY PLAT OF:
ARBOR RIDGE
LOCATED IN PART OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER AND PART OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER FEB 0 8 2023
OF SECTION 24, TOWNSHIP 30 NORTH, RANGE 20 WEST, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN,
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as
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J EASEMENT J A
H.W.E.=874.0
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S\ - SOUTH I/4 CORNERSEMON24
THIS I/SINEWENT DRAFTED BY. 3.v FRO&CF Na 7991-001 DATE Oz/O6/23
If �.•,pG4' 5A0.zrW 32S.08.
`y \ SOIL BatlNB /TY► I
fir$
.\� J O.•876.0 I
I 75' � SWTH LINESW I/4_NE 1/4 _
r NORTH UNENWJ/4-SE2/4 I
-NOB'35'09"W
,I 6DAV _. I
FOUND 1-1 4'II
wAHETOe
6
II
I -SEE DETAIL I
r_1 (SHEET I OF2)
Z \ .
214.29'
3.34'� «a.a< J.�.c-��` 1_
S89.20'05"W 1239.08'
LOT 2 LOT 3 4
CERTIFIED SURVEY MAPL�\OLUME 29G598 1 PAE 6X
�
\ /1
I
UNPLATTED
LAND
L..._.-
St Croix County cm
LEGEND
FOUND COUNTY SECTION CORNER, ALUMINUM CAPPED MONUMENT
• FOUND INCH OUTSIDE DIAMETER IRON PIPE, UNLESS NOTED
■ FOUND 1-1/4 INCH DIAMETER IRON BAR
O SET I-1/4 INCH DIAMETER BY 181NCH LONG IRON BAR,
WEIGHING 4.17 LBS/UNEAR FOOT
O SET I INCH OUTSIDE DIAMETER BY IB INCH IRON PIPE,
WEIGHING 1.13I N. PER LINEAR FOOT
VICINITY MAP
TOWN OFST.JOSEPH. Sr. CRODL COUNTY
NOT TO SCALE
887.77
BENCHMARK ELEVATION TOP OF I INCH OUTSIDE DIAMETER PIPE
- - - - - - - -
12 FOOT WIDE DRAINAGE AND UTILITY EASEMENT WHICH LIES
,fit
ry
PARALLEL WITH AND ADJACENT TO THE 24TH STREET CUL-DE-SAC
.�•
- • • — • • — • • -
DRAINAGE EASEMENT
~ a
NOR1H
—
SHARED DRIVEWAY EASEMENT
iN90'00'W"E loo.w.)
RECORD DIMENSION
'
DRIVEWAY LOCATION
L.B.O.
LOWEST BUILDING OPENING ELEVATION
H. W. E.HIGH
WATER ELEVATION
Fij
I
----------
75-FOOT SETBACK FROM ORDINARY HIGH WATER MARK
-
I
UTILITY EASEMENTS
No pole or buried cables are to be placed such that the Installation would disturb any
survey stake, or obstruct vision along any lot line or street line. The disturbance ofa
survey stoke by anyone is a violation of section 236.32 of Wisconsin Statutes. Utility
easements as herein set forth arefor the use of public bodies and private public
utilities having the right to serve the area.
DRAINAGE EASEMENTS
No owner or resident shall do anything which would interfere with or change the
operation of the approved comprehensive storm water and erosion control plan for
this plat. This includes, but is not limited to, building upon, obstructing, altering,
filling or excavating, orplanbhg in any pond or drainage easements, Water drainage
ditches, water runways, water culverts; berms or grass seedings. See the Storm Water
Maintenance Agreement on file at the St. Croix County Register of Deeds.
SHORELAND ZONING NOTE:
The property depicted on this plot contains areas that are subject to the Shoreland
Overlay Zoning District. Contact the St. Croix County Community Development
Department for further Information.
Each parcel shown on this map is subject to state, county and township laws, rules
and regulations (i.e., wetlandy minimum lot size, access to parcel, etc. before
purchasing w developing any parcel contact the St Croix County Development
Department and the Town of St. Joseph far advice.
loLAs.L�`�y
WISC
7AHLE7E
i%J#
11,
WO6/23
LOT 9
ARBOR RILLS
SECTION 24, T30N, R20W
NORM
THE NORTH- SOUTH 114 LINE SECTION 24
BEARSSOWW11'W
AS REFERENCED TO THE ST. CROIX COUNTY
COORDINATESYSTEM
SCALE: I INCH = IDD FEET
100 SD D 00
VERTCAL DATUM: NAND. 88
DETAIL 1
h.NOT TO SCALE y
ALOT 6 L`
W
Y4,
to
\ V NORM
00
W \ P
\ AT
L O T S 58920'05'W
102--' R5
-591.46' 214.29' \ \
--S8920'05"W 1239.08'1
LOT_ 1
VOLUME 29 PAGE 6598
SHEET 1 OF 2
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