SW8070664_APPROVED PLANS_20110121

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 010W lPLJ
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 o I I 0 l 2 l
YYYYMMDD

'S9
s -o
L, ) t
i
TT
,
NG 6" - X��
WATER MAIN / v
6" TAPPING SLEEVE D
AND VALVE G
, Lot o
^� EXISTING SSMH-1
O R'd S _A: 7
r o GOOD g u vlslon Lot 45
°, RM22.27 MB 31 P 11
- - ��� I N V 18.0 8 g
i Lot 44
i � � II �� SDMH-5
Lot 43 TOP=28.04
\ / INV=20 75 269.5
PROPOSED 6" �V BULKHEAD �4_ 512•51'30" 17
_ I /
PAC VdT€R TOP28.5
-1
SDMH 6 ��
0 TOP 28 48 2&
���
IN V 20.0 uClllt Ease me EF so'
Drainage ING 6U T
Island FaTest Subdivision \ 24'RCP Bog TYPE La D \
Q POND i Pr w �v MB h7, Pg 54 �-, /
SDMH-7 � �� �� rO - 5 �� SIbEWAt�, C.O. �
TOP=25.0 \ Q
INV-21.0 y .9 Lot 0
DRAINAGE-- a \ +T9 DRAINivC-E��� T '
EASEMENT \ q'` (� 20 LF 6" \ �. �_
FA-SE�ENT \
" LIMITS of DISTURBANCE - �*3 I P WAT M �
RIGHT OF WAY WIDTH 40'
8' �12' , I- 12' 8'
1/2": 1 1 4": 1' 1.5" ASPHALT 1 /2": V
\ 5' SIDEWALK
1 TYPE "H" CURB
\\ MARL BASE(, Sr
`L CT
BF
TYPE "H" CUR
A AS NEEDED
DRAINAGE 26 BACK TO BACK(22 PAVEMENT SECTION).
EASEMENT
NOT TO SCALE
DRAINAGE
EASEMENT
n /f
M.L. Winner Heirs
h
SILT FENCE ,\ �..,,1) n/f
��
11 -- �
963' o\ M.L. Winner Heirs
DRAINAGES AIOD Drainage &Utility Easement _ .65 .M. A > \ '
EASEMENT S 2 0 TYPE B LANDSCAPING SUFFER24 RCP P-27.16 I "\
9. 5 Lot 9 W. _ V=22.08 I \ \ �c BULKHEAD
.:... \ /.
P RMANENT BAFFLE #1
(SEE DETAIL) SD H-12 SDMH-3
_ TO =27 5 TOP=28.04
IN = 1 75 INV= .5
RCP W/FES SDCB-8
� Eo I V-20.75-
O y 88.5' INV=23 G9-:\
n/f Co m SSM -5
John W. Th mpson ul o ° TOP-2 .74
DB 2754, g 608 nd EASEMENT ll
INV(IN)= 1.78
Lot IOSls V-- 68
Lot 11
v
FLE I u, T =27.61
NEN ETA DMH-7 (IN)=21.6
TEMPOR RY BAFFLES _ Nv=2 4
I r IOV=22.12 INVB22 2
- SSMH-
V,
TOP= 65 � env 5r 6 -
:rq
I V(I =21.14
C -
7�s 30" RCP Q ni,1�1
r 50
10
I
1A SPILLWAY
C.
108.5'
TC 27.49
fit(
-2'.60
3
DRAINAGE-
-
EASEMENT
U
U � v �,
END BUL EAD
i
v I
Lot 15
w �++
LIMITS OF DISTURBANCE 6
'SILT FENCE
M.
W.M
89. g
_
Legend:
'
I, -
O
Existing Iron Pipe
I
•
Existing Iron Rod
W
❑
Existing Monument
SSM
-2
OO
Cleanout
Lo�14 TOP=27
75
❑
Telephone Pedestal
/
INV(IN)=20.66
�
Power Pole
ss
Fire Hydrant
:.
�;' INV=2
Co
1
LINE TABLE
LINE
BEARING
LENGTH
L1
N 15'00'00" E
5.14
L2
N 50026'30" W
0.15
f
DCB-4
/I TC=27. Lot 3
INV= 2.67
18" RCP
SDM -11
o OP_ 27.25
7. .0. 71.8'
Ia
UP
w
1 ;Y
�SDM -9
TOP 27,41 i
n INV= 1.7
a 1,,(�
Lot 2
18" RCP
Lot 7
RCP B17
7.53 2 2 Acres
27.3 0. 24" RCP TOP 28 5
IN =
791 n'
\ R 45'
R37'
n/f
Joseph W. Winner, Jr.
DB 2487, Pg 399
� 15' DRAINAGE J�. n
EASEMENT p
18" RCP Lot 6 e
BEGIN BULKHEAD
M . N_ n/f
Q Joseph W. Winner, Jr.
SDMH-1 Q DB 2487, Pg 399
TOP= 8 a6
INV 23.19 2 0
Lot 5
18" RCP
LIMITS OF DISTURBANC
SILT FENCE-�
"I TC=27.
INV- 3.36 s�
6-
y Ce
r Lot 4
10' TYPE B LAN PING BUFFER
N �1`26' 0" E 102.66'
i
rO FLOW PA
3 n/f PERMANENT BAFFLI
Joseph W. Winner, Jr. (SEE DET
> DB 2487, Pg 397
88.6 �, n/f n/f
Eula G. Brown Eula G. Brown
PR ER' AIN DB 1239, Pg 831 DB 1033, Pg 350
T g
1 34 'I II . M. 65.2' a
Q SSM -1 �''-'°
n Lot 1
�'
2
Pre im inary
TOP=2 .41 v iF
v INV(IN)=2 .11
T�-27.2
-_ m`
00
co
m NV-20
It
=23. 9 z
to
CT
Not for recordation,
-
W.
a
conveyances, or sales
z W.
at 1 0
'
'v1 88.6II I
:t�
Jm
NOTES:
v
m0'
J
z A
1
SIDEWALK w
a
0
1.) Boundary referenced to Deed Book 1483, Page 475,
Deed Book 2195, Page
m
- _` >_
03 7
242, references as shown, and existing field conditions.
Lot 12
-- o
2.) This property is not located within a 100 Year Flood
Hazard Area.
nmv ,
' RELOCATE F.H. TO RTH. 2/7
I
TA A
VALVE
3.) All areas calculated by coordinate method.
LIMITS of DI
II FENCE
"1
0.
2'u
5' SIDEWALK
-
8
N 90'0445' APPROXIMATE LOCATION OF EXISTING 6" WATER MAIN.
Talbot Land Surveying !
1
- e at Pavement Benchmark
Fag Top of Fire Hydran
C jj,,��
c tll
Street
1.D 1.
NOr�,ll S� EX SSMH
�JeVen
Rim=27.54
16747 U.S. Hwy 17, Suite 108
%
Elev.. zEX.
15' R Ex. SSMH
(50'
Public R/w)
nv=,900
Hampstead, North Carolina 28443
�
Rim=26.98
30' R
EX. DI
Phone: [phone]
Inv=19.68
EX. D26.51
Rim=27.08
Bottom Inv=20.42
15"CPP
Blottom Inv=20.56079
_-
SDMH-8 (DOGHOUSE MH)
N. 14" CPP Inv=21.46
O
N. 14" CPP Inv 20.19
TOP-approx. 27.0
EX. DI
W. 14" CPP Inv=21.55
14 CPP Inv=
INV(PROPOSED)= 21.50
Rim=25.81
SSMH
Rim-25.47
S
CONTRACTOR TO CONNECT TO EXISTING STORM SEWER
INV EXISTING a rox. 21.07
( = PP Bottom
Inv=21.20
Inv-21.07
WITH A DOGHOUSE MANHOLE. CONTRACTOR TO ADJUST
N. 14"
S. 14"
OPP Inv=21.36
CPP my=21.34
TOP ELEVATION AS NECESSARY TO MATCH EXISTING GRADE.
W. 14"
CPP Inv=21.37
/LIVE OAKS
S2l
15 0'
so'
TREE DETAIL
NOT TO SCALE
3
REVISED PER NCOENR-DWQ.
8-8-07
3
REVISED PER NCDENR-DWO TO ADD ELEVATION -AREA -VOLUME CHARTS FOR POND 1A & TO ADJUST
POND to & POND 1A DETAL
8-15-07
REV N0.
DESCRIPTION
DATE
PERMANENT DATEI
SEE DI
6' STREET YARD
ELEVATION
AREA (S. F.)
INCREMENTAL
ACCUMULATIVE
POND 1A - MAIN POND
EARTH o
TYPE "H" CURB AND GUTTER
SD 7-04
NOT TO SCALE
L,
7 I
R35'
R 35' R30' ) ��
R30'
I II 26
�- 40'
CUL-DE-SAC DETAIL
NOT TO SCALE
ASPHALT
NE(ABC)
POND 1 B DETAIL
NOT TO SCALE
POND 1A DETAIL
NOT TO SCALE
POND IA - FOREBAY
POND 1A - TEMPORARY POOL
ELEVATION
AREA (S.F.)
INCREMENTAL
VOLUME (C.F.)
ACCUMULATIVE
VOLUME (C.F.)
13-5
544
0
0
14
668
303
303
15
941
804
1,107
16
1,245
1,093
2,200
17
1,582
1,413
3,613
18
1,951
1,766
5.379
19
2,352
2,152
7,531
20
2,786
2,569
10,100
20 33
2,939
945
11,045
22
5,646
7,168
18,213
VICINITY MAP
NOT TO SCALE
NOTES.
1. ZONING R1. j
2. TRACT ACREAGE 3.03 AC
-
3- ALL SEWER MAINS TO BE 8" PIPE LAYED
0.43% UNLESS NOTED OTHERWISE.
4, ALL WATER MAINS TO BE 6" UNLESS NOTED
OTHERWISE.
5. TOTAL LOTS 15
6, SETBACKS: 20' FRONT; 10' REAR, 7.5' SIDE
7, STREET LIGHTS PER PROGRESS ENERGY MAP.
8- ALL GRAVITY SANITARY SEWER LINES TO BE
8" WITH MINIMUM 3' COVER. -
9. ALL WATER LINES TO HAVE A MINIMUM 3' COVER-
10- ALL ROAD MATERIALS SHALL MEET NCDOI STANDARDS-
11. HORIZONTAL SEPARATION BETWEEN WATER AND SEWER
IS TO BE 10' BETWEEN EDGE OF PIPES
12. A 24 IN VERTICAL SEPARATION SHALL BE PROVIDED
BETWEEN STORM SEWER AND SANITARY SEWER LINES
OR FERROUS PIPE SPECIFIED
13. VERTICAL SEPARATION BETWEEN WATER AND SEWER
WATER OVER SEWER >18' OR USE D.I.P. (ON BOTH) 10' ON
EITHER SIDE OF CROSSING
SEWER OVER WATER. USE O.I.P. (ON BOTH) 10' ON
EITHER SIDE OF CROSSING.
14. ALL ROOF DRAINS TO BE DIRECTED TOWARDS DRAINAGE
SYSTEM.
15. THERE SHALL BE NO ENCUMBRANCES WITHIN THE
RIGHT-OF-WAY.
16. PLAN PROVIDED BY PAUL TALBOT, P.L-S.
17, EXISTING STRUCTURES TO BE REMOVED.
18. PROPERTY IS NOT LOCATED WITHIN CAMA AREA
OF ENVIRONMENTAL CONCERN.
19. MIN. LOT SIZE=5,000 SQ. FT
20, STORM WATER PER STATE PERMITS AND TOWN APPROVAL.
21. UPON COMPLETION OF ANY PHASE OF ACTIVITY DISTURBED
AREAS WILL BE SEEDED WITHIN 21 DAYS OF NO CONSTRUCTION.
22. LOTS TO BE RAISED TO A MINIMUM OF V ABOVE HIGH POINT
IN CUL-DE-SAC.
23. CONTRACTOR'S RESPONSIBILITY TO RAISE & SLOPE LOTS
ADEQUATELY TO INSURE POSITIVE DRAINAGE TOWARD STREET
-
24. DEVELOPER TO INSURE STORMWATER ON ADJACENT PROPERTY
IS NOT HINDERED FROM FLOWING OFF THEIR PROPERTY j
DUE TO DEVELOPMENT.
25, BULKHEAD DESIGN BY OTHERS. MALPASS ENGINEERING P_C-
IS NOT RESPONSIBLE.
25, THERE ARE NO WETLANDS ON SITE PER THE CLARK GROUP.
27, A RECORDED DRAINAGE EASEMENT SHALL BE PROVIDED FOR
POND 1A AND 1B AS SHOWN ON THE PLAN & INCLUDE ACCESS
TO NEAREST RIGHT--OF-WAY.
I
Legend: C.O.(CLEAN-OUT)
• W.M.(WATER METER)
OD PROPOSED 5TORMDRAIN MANHOLE
D4 PROPOSED GATE VALVE
4W PROPOSED FIRE 11YDRANT
0s PROPOSED SANITARY MAN11OLE
EXISTING VEG.
PROPOSED GRADE
CONSTRUCTION ENTRANCE
❑ ❑ o- SILT FENCE
INLET PROTECTION
rr133�ULK}HEAD
ELEVATION
AREA (S.F.)
INCREMENTAL
VOLUME (C.F-)
ACCUMULATIVE
VOLUME (C.F.)
Z2
7,345
0
0
23
8,491
7,918
7,918
24
9,709
9,100
17,018
25
11,001
10,355
27,373
26
12,365
11,683
39,056
26.65
13,291
8,338
47.394
INDEX
1
SITE PLAN
2
PLAN PROFILE & DETAIL SHEEI
3
DETAIL SHEET
4
DETAIL SHEET
5
DETAIL SHEET
6
DETAIL SHEET
v)1AIn "6cNN
APPROVED NORTH �INSauG �'o �zoo7
NORTH CAROLINA ENVIRONMENTAL "
MANAGEMENT COMMISSION A�AOEMENT 1�1h�iw.'L3
DIVISION 0F WATER u utY 1 ` yl0�! OF WATER QUALITY
CY1JLi�G I Al.iU.�.- .. _
Ln
AL
AAA
SEDIMENT & EROSION CO
BAR SCALE 1 "=30' ISLAND PA
512 NORTH 7th STRE
CAROLINA BEACH TOWN
30' 15, 0' 30, 60` 90' , s
1 REVISED TO ADO LOCATION OF EXISTING STORM SEWER IN SEVENTH STREET NORTH. 6-73-07 a �® b®�.. s j
2 � 4
N TROL, STORM ATR N '
ET
SHIP
DATE
L M
5-25-07
�J
SCALE:
NEW HANOVER COUNTY NORTH CAROL NA
DRAwN
JHS
MALPASS ENGINEERING, P.C.
CHECKED
1134 SHIPYARD BOULEVARD
JBM
WILMINGTON, NORTH CAROLINA 28412
PROJECT N0:
Phone [phone]
68
Fea 910-392-5203
'I
Owner: ISLAND PAL6i$, LLC.
SHEET N0:
R[CHARD ROGGE
P.O. BOX 306
CAROLINA BEACH, NC 26428
PHONE: [phone]
�`
OR �J
\AutoCAD\2005\68\ISLAND- PALM S(4-21-07).dwg