HomeMy WebLinkAbout030-2034-30-010 (8)Page of
Departure a and Professional Servic s
Division of IndustryS rvices �j $ '�02'L
DEC OIL EVA4UANREPORT
---------------
WNW
CogfiWccor an e with SPS 385, Wis. Adm. Code County �' 0 l
St. Croix 5 ' l V
Attach complete site plan n �R wat men in in size. Plan must include, parcel I.D.
but not limited to: vertical izontal reference point (BM), direction and percent slope,
scale or dimensions, north arrow, and location and distance to nearest road. 'f to
Please print all information. 4M'64i)
Personal information You rovide may be used for seconds purposes Privac Law, s. 15.04 1 m .
Property Owner Property Location
?l it Govt. Lot S W '/. NC—(°f) wProp Owner's ailin Address Lot # Block #�i � l��r r 14: wn
Nearest Road
City State Zip Code Phone Number ❑ City ❑Village ®Town �` L ht
►-40 -�o n wr W082 Tsds P t7v h+r
® New Construction Use: ® Residential/Numberof bedrooms Code derived design flow rate (000 GPD
❑ Replacement ❑ Public or commercial — Describe: v
Flood Plan elevation if applicable ft. zoIne
Parent material t+�
General comments and recommendations:�1� r
l� m 'r�.Qi 1
Boring #
❑ Boring
IN Pit
Ground surface ele38 5 ft.
�� I ,
Depth to limiting factor$ in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description
In, Munsell Qu. Az. Cont. Color
2 6- 28 S V rt Y 3 `-
� 2S- 4A 7_ s %1 a yl (6 f f ��
Texture Structure Consistence
Gr. Sz. Sh.
I s l m
S (inn s b K � �
GPD/Ft2
Boundary Roots *Eff#1 *Eff#2
4 5 2- tm . (o
-- • '{ •
F2_1 Boring #
❑ Boring
® Pit Ground surface eleALIft.
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
-%
/0 3 2
2-
3
Lf
h-22.
2 -33'(
3
SYR 4 3
7,
-
rn -3 P Z, 5• �
� !
S
Depth to limiting factor �_Y_ in.
Soil Application Rate
Structure Consistence Boundary Roots GPDtr-
Gr. Sz. Sh. *Eff#1 *Eff#2
2ms K rnl 5 3C •�
2 b K m �s
I if, < hK I rn f 1- 77
* Effluent #1 = BOD, > 30 :5 220 m /L and TSS > 30 <_ 150 mg/L *Effluent #2 = BOD, > 30 s 220 Number
and TSS > 30 <— 150 m
Si nature (� CST Number u G
GCACST Name (Please Print) g 't
r
Address Date Evaluation Con ted Telephone Number
Sort SM; 0s L0 la w 1 2 3 2b ? 1 5- y y SBD-8:
He 2�ir
® Boring # Boring U
Pit Ground surface efel "'fit,
Depth to limiting fact7r � � in.
❑ Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Horizon Depth Dominant Color Redox Description Texture Structure Consistence BSoil A lication Rai
In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. ry Roots GPD/Ft2
ounda
*Eff#1 *Eff#2
Boring # ❑ Boring E
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Soil Ap lication Rate
Boundary Roots GPD/Ft2
In• Munsell Qu. Az. Cont. Color Gr. Sz. Sh.
*Eff#1 *Eff#2
* Effluent #1 = BOD, > 30 <_ 220 mg/L and TSS > 30 5 150 mg/L * Effluent #2 = BOD, > 30 s 220 mg/L and TSS > 30 s 150 mg/L
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PREPARED FOR:
SURVEYOR:
ROBERT O'BRIEN
DOUG ZAHLER
279 ARBOR HILL DRIVE
AUTH CONSULTING &ASSOC
HOULTON, WI 540BZ
Z920 ENLOE STREET SUITE 102
HUDSON, WI S4016
_ NORTHI/40ORNERSEMON24
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COUNTY PLAT OF:
ARBOR RIDGE 1, .:MD
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.
I -TW1D 1-1 4' WIBDE /
I DAHETD I PIPE 433.25
i i 175-60'DRAlNA GE 257.E1' 25,
LOT 11 9S.03' EASEMENT y POND
COUNTRY f�N��:�WI I,.w I,- 94.3 ;
ESTATES
Bi SOIL BORING (TYP)
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UNPLATTED LAND
N89.29'18 S 1299.68'
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EASEMENT
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ry EASEMEN I.JIj1 I SEE I.II \wf ita xo 11
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1179.37`38"W27.61' ;�=•' m/ DRAINAGE EASEMENT f
--'-NS4.2949'W 34.29' F' m J
00"W I4 �'^/ H. W E><868.6
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DRAINAGE
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888.6.-Nsl'S625`E 77.26'
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�+ °'P' ' Wlj. �' 1-�' 86.82'•` 3' Q (I r4,1,0 49.74'
4 "141\ EO7,, i�I _ r W,� `__J/ i �_xsz•14.19•E
'37'SS'Nr i�. 57�05 50"E z 50'
Y0000•E,- N85'3TS0"W -{ N
55.12' 54.73'
z� DRAINAGE
/ EASEMENT
'�aIP'� • N.W.E.=874.0 r g^
Jz y1` $75, J POND ti
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�SOUTH 114 CORNER SECTION 24
I DES WSMUMENr WAFTED Br. d.V PRO.EOT Na 799T-001 DATE WID6123
6
1 WETLAND'
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UNPLATTED
St Croix County CDD
LEGEND
R�r:re,arkeds
FOUND COUNTY SECnON CORNER, ALUMINUM CAPPED MONUMENT
0
FOUND I INCH OUTSIDE DIAMETER IRON PIPE, UNLESS NOTED
■
FOUND 1-1/4 INCH DIAMETER IRON BAR
0
SET 1-1/4 INCH DIAMETER BY 18INCH LONG IRON BAR,
WEIGHING 4.17 LWLINEAR FOOT
VICINITY M A P
TOWN OFST.JOSEPH, ST. CROIX OOIWrT
O
SET IINCH OUTSIDE DIAMETER BY 181NCH IRON PIPE,
NOT TO SCALE
WEIGHING 1.23 LES. PER LINEAR FOOT
OLD ISOTH AVE
887.77
BENCHMARK ELEVATION TOP OF I INCH 0=1DE DIAMETER PIPE
ISOTH
AYE.
- - - - - - - -
12 FOOT WIDE DRAINAGE AND UTILITY EASEMENT WHICH LIES
PARALLEL WITH AND ADJACENT TO THE 24TH STREET NL-DE-SAC
•e
- • • - • • - • • -
DRAINAGE EASEMENT
-
SHARED DRIVEWAY EASEMENT NORTHn
i
S
46T1
.1ABOA
(N9o-ooW.E 1oOAa)
RECORD DIMENSION
QV
R I D G E
DRIVEWAY LOCATION
I
c
L B. O.
H. W. E
LOWEST BUILDING OPENING ELEVATION
HIGH WATER ELEVATION
/
------�--�
71DOT SETBACK FROM ORDI NARY HIGH WATER MARK
1_
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 of a
survey stake by anyone is a violation of section 236.32 of Wisconsin Statutes. Utility
easements as herein set forth are for 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, or planting in any pond or drainage easements, water drainage
ditches, water runways, water culverts, berms or grass seedings. See the Storm Water
Maintenance Agreement on flle at the St. Croix County Register of Deeds.
SHORE,AND ZONING NOTE:
The property depicted on this plat contoins areas that are subject to the Shoreland
Overlay Zoning District. Contact the St. Oolx 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., weHands, minimum [at size, access to parcel, etc.l before
purchasing or developing any parcel contact the St. Cmx County Development
Department and the Town of St. Joseph for advice.
Of W18OD
y�DOUGILMJ,; y
2NRD1 11\
k 3-2145
off
02/ OE/ 23
Q
-SEE DETAIL I
• J - (SHEET I OF 2)
• t � SOIL 80RWD(1YP I ` \Qlyy.�� � I
=876.0
-
- ' NORDIUNENW114-SE114 I LOT 9
r T--xOB•as'W^W - • -
r ! 1 60.45' I .1 ARROR HILLS
--
`� 1 / 58920'05"W 1239.08'
LOT 2 -/ LOT 3 c
CERTIFIED SURVEY MAP� VOLUME 29j PAGE 6598 /V,
SECTION 24, T30N, R20W
NOa1N
THE NORTH -SOUTH 114 LINE SECTION 24
BEARSSOOW""W
AS REFERENCED TO THE ST. CROM COUNTY
CODRDINATESYSTEM
SCALE: 1 INCH - IM FEET
100 s0 D 100
VERTCAL DATUM: NA.V.D. 38
p DETAIL 1
1' NOT TO SCALE
try•°Ng f ..
!1 LOT 6 n
�� H6 J •i
�Orrr � NORTH
Wk
LOT 5
S89.20'05"W
z4` 102.79'
_S89'20'0S"W 1239.08' 4@y 7/ 099 y
L 0 T _3 VOLUME 29 PAGE 6598
SHEET 1 OF 2
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