SW8051026_APPROVED PLANS_20051214

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑CURRENT PERMIT
Gp APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
ait�/al'f
YYYYMMDD

ROGUE PINES DR.
(PRIVATE ROAD)
DRAINAGE AREA 41 . 55.746 SF
DRAINAGE AREA 02 - 37.024 SF
ir L-11
r -------------------
N_C. HIGHWAY 24 --------------------•-------
I.
1
W� t O J 26
:I erudl Na�
a-FF CEIVED
NOV 0 9 2005
BY:S B d - d
WETLANDS
ST ON SITE
LKHEAO
. 34.20
...\142-2-1\PR1142-2-1regretle.cign 11/8/20052:32:33PM

DRAINAGE AREA 01 - 35.746 SF
DRAINAGE AREA W2 ■ 37.024 SF
1 1 !
r 1 !
80GUE PINES DR.
(PRIVATE ROAD)
L0
00
10 METLANOS
.XIST ON SITE
BULKHEAD
EL 34 20
N_C. HIGHWAY 24 -------------- -----------------
-- ----- —------- - ,00 a9.z.
' � 0 C 1i+1.tT;
Ito
IV
CA j n I���? REV1310h
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irtj�
DRAINAGE AREA MAP
I NOV a � ZODS
1142-2-11pm142-2-1regrade dgn 11/8/2005 2 32 33 PM

qr
04
a
0
2
VICINITY MAP
NTS
(R7-8a )
•
HANDICAPPED SIGN DETAIL
LEGEND
CF CUBIC FEET
CL CENTERLINE
DR DRIVE
EL ELEVATION
EIR EX. IRON ROD
EOP EDGE OF PAVEMENT
EX. EXISTING
FE FINISHED ELEVATION
FF FUTURE FLOOR ELEVATION
FT FEET
HC HANDICAP
INV INVERT
LF LINEAR FEET
MIN MINIMUM
N/F NOW OR FORMERLY
NTS NOT TO SCALE
PVMT PAVEMENT
R RADIUS
RCP REINFORCED CONCRETE PIPE
R/W RIGHT-OF-WAY
SIR SET IRON ROD
TYP TYPICAL
t + 18.31' E.X. ELEVATION
- -18f-- EX. CONTOUR
X X SILT FENCE
FUTURE CONTOUR
- X - X- SECURITY FENCE
�{ �o GRAVEL
GRASS
STORMWATER EASEMENT
SHEET #1 OF 3
PROJECT #: PM142-2-1
DESIGN FILE *: PM142-2-1
I
B©GUE SOUND
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BOGUE PINES DR.
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(PRIVATE ROAD)
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BENARD F. McCLEOD ET-UX• VIRGINIA
PIN. 112844000632603
DB 887 PG 681 f !
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S88° 47 --
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CHAWERED
EDGE
E 5'-0' ---
1,4' / FT
SLOPE y I
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ASPHALT
:i -A- :A :i• o v nl
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THICKENED J s
SIDEWALK �7 ,
6- GABC STONE I
SIDEWALK/PAVEMENT DETAIL
SCALE: NTS
BOGUS PINES MOBILE HOME PARK, DBA
PIN. 632603121960000
OB 870 PG 200
f
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L AUREN LOOP (PRIVATE: R©Ao )
EX EDP
S86040`40"E 262.57
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PAVEMENT DETAIL
SCALE: NTS
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(D p
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48" 48" 48"
HANDICAP RAMP DETAIL
SCALE: NTS
BULKHEAD
EL. 34.00000.
N� 120.
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32.83 76.00 .
PVmT n '-• • in 58 31
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N=1863.10 ' N=189.43 i
98 E=5 3.85 N=E87�.4
r f E j 7
OFF I CE I "
SLIDE GATE ' . N=1 s58.97 ; 4 [ I N= 1875. 79
/ .E , () EL _ 585�15�29l.., ' 42. , E=5247.7Q
y � � .� � X . ,:.�.•: � r ' _ �.I,,€�E A�fC ' =: •. 48.71 � �fS1 ���� ~ �g?�
O ' ' HANt31G SIGN LA
�TSE£- 7C N x
�- REPAIR FIELD w :''
L.---_-._-_J--�.-11
�+ D I STEM I BUT I ON,ANIC
' ' t EEDDE A Li + 3 �. BOX y 3 0.9, 02
y a y} y a
S88' 47' 06"W SIR N=1821.38
E=5272.28
s_
E =5093. 40
30,89
S88*47106"W
N.C._ HIGHWAY -24------------------------------------______------Y--
0 15 1 30 01
Dm! I I IliiW&%/%%%/%%%///,1 1 1 1 1
SCALE: 1" i
IR
UNITED STATES OF AMERICA
PIN. 630800456189000
NO DEED REFERENCE
NO WETLANDS
EXIST ON SITE
BULKHEAD
EL. 34.20
m
CL
OD
N
m
L<
w
6' lot -6" 6"
4' 36' to
I
I o (4)-6' DIA HOLES
m e i 2' (IC T
yEEE a_ ao
I G 1 r•I 6 N
1 : Ccc
co GO
r- I
24' DIA. MIN. (TYP) u
MANHOLE RING AND COVER
ADJUST TO FINAL GRADE _ -
AS REQUIRED ip
M _� 1�(2)-8" DIA
FROM a1 % ( KNOCKOUTS
VV �
c 1-1/2" DIA x
BUTYL RUBBER
SEALANT IN JOINT it ° Q
a
EFFLUENT FILTE c
LIFTERS ZABEL A-300ra
°
1000 GALLON SEPTIC TANK ;
SCALE: NTS
NOTES
I. PREPARE SITE IN ACCORDANCE WITH CARTERET COUNTY
ENVIRONMENTAL HEALTH DEPARTMENT REGULATIONS.
2. SEPTIC SYSTEM COMPONENTS SHALL NOT BE LOCATED
UNDER PAVED AREAS OR AREAS SUBJECT TO VEHICULAR
TRAFFIC UNLESS SHOWN.
3. ALL TANKS AND FILTERS SHALL BE STATE APPROVED.
SITE DATA
TOTAL TRACT AREA --------------88.685.09 SO FT
(2.04 AC)
ZONING CLASSIFICATION ----------81
BUILDING SETBACKS:
FRONT HWY 24- - - - - - - - - - - - - 40.01
REAR (NORTH)-------------20.0'
SIDE (EAST)--------------15.0'
SIDE (WEST)---------------10.0'
ALL RADII SHALL BE 5.0' UNLESS
OTHERWISE NOTED ON PLAN
; l REVISIONS: -
_ ,I vL IVa BY DATE DESCRIPTION
La
o.
f~
SITE PLAN ®G'Td.f A
RECEIVED MINI"STORAGE
NOV 2 9 ��_�� MOREHEAD TOWPvSH IP, CARTERET COUNTY, NORTH CAROL INA
BY:51 © /� CLIENT: DAV I D G. BRADLEY DESIGNED:
ADDRESS. 2896 .HWY. 24 BTM
NEWPORT DRAWN -
NORTH CAROLINA 28570 BTM
PHONE: [phone] CHECKED:
�► RDC
STRGUD ENGINEERING, P.A. APPROVED:
Ao
15IA HIGHWAY 24 RDC
HEAD CITY, N.C- 28557 DATE,
(2 2)47-7479 10/18/05
sir*� 1at A SCALE.
R®N. CUHE LL PR .E. 1"
AL 30'

25'
360E PERFORATED ALUMINUM
CONSTRUCTION SEQUENCE
t
CMP
CMP PIPE (Ab` DIA HOLES EVERY
AROUNDALONG
0 0.50
3.00
2.50
L O
n�4�C
LENGTH WRAPPE
WOVEN FABRIC
o
0.50
0.50
1. INSTALL DRIVEWAY CULVERT AND TEMPORARY STONE CONSTRUCTION
�
ENTRANCE AND BEGIN CLEARING AND GRUBBING.
2. INSTALL SILT FENCING AT SPECIFIED LOCATIONS.
t� �`
EROSIONCONTROL FABRIC
,�2 AROUND GRAVEL BED
- +.'
.
•
"
24' MANHOLE RING 6 COVER
3. COMPLETE CLEARING & GRUBBING OPERATIONS.
1 ASPHALT
1
4. INSTALL DROP INLETS. STORM DRAINAGE PIPING AND INFILTRATION
` d
�? _: nr�^m nTr .•,
___z;:
�e a
___
SYSTEM WITH SEDIMENTATION CONTROL MEASURES AS SHOWN ON PLAN.�;
cQt)
6' ABC STONE�� 'L;'4 4�4 F.`I
,�'j(Ci'U s`�~� - vARIEs
5. ROUGH GRADE PARKING AREAS AND BEGIN PREPARATION OF
(� •� , f
= ," ` 4 ` . • . `�
�' �" ;WEIR EL 32.0( HEIGHT OF VOLUME
BUILDING SITE.
y
�'1
ram'
COMPUTATION)
S. SEED AND MULCH ALL AREAS OF DISTURBANCE NOT TO BE PAVED
-o Q`c
# 57 STON `:-
1V1THiN 14 DAYS OF LAND DISTURBANCE.a
�r,
��
c.>
�`T�/
DISCHARGE PIPE, SEE PLAN
7. FINE GRADE DRIVE AND PARKING AREA AND PLACE STONE SASE COURSE.
a O
_r r^_� is
`:
�/�1�
�/
`
-_ u:: 30 0
y �. - `
r
24 PERFORATED CORRUGATED—/{
i i
FOR SIZE. LENGTH AND ANGLE
8. CONSTRUCT BUILDINGS.
'3.6�i
\
\/ ys 'O.C.',l,/
..
i`
/ �
•` �i \/ \/ �J
' �/ � f ��
ALUMINUM PIPE SEE PLAN FOR
{ {
9. PAVE DRIVE: AND PARKING AREA.
10. PERFORM FINAL GRADING. SEED AND MULCH ALL REMAINING DISTURBED
TEMPORARY CONSTRUCTION ENTRANCE
\; v \ \�' \�\�
/\�i\�/\�%\\/` ��� ��J\;��%\;/\�J
\� \\�\ \
�\-240X24mDROP
LOCATION. LENGTH AND BEARING
AREAS.
d� �p
\ /`.;E�X � \
i 8' RCP
INLET GRATE
SCALE: NOT TO SCALE
\�,`� R��MI' i \ - \ \ SHWT EL 28.0
WEIR QQh1IRQL
BOX
SCALE: NTS
PLAN VIEW
INFILTRATION TRENCH PIPE SECTION
SCALE: NTS
10 ' - 12' 10' - 12'
SLOPE VARIES SLOPE VARIES
Gm CABC
TYPICAL STREET SECTION
SCALE: NOT TO SCALE
4.00
0 00
1-112" BCSC
TYPE I-2
\--•NEENAH MODEL R-6672-F
FRAME AND GRATE. OR
APPROVED EQUAL
DROP INLET PROTECTION
WITH SEDIMENT STORAGE
SCALE: NTS PLAN VIEW
INSTALL SILT
FENCING AROUND
ALL DROP INLETS
SPACE 6' O.C.
3.00 aim
2.00
j11I i 1 1�--- -----i ! j -
_,
I I` i
w { DIU INV
30.85
2 30.33
3 30.77
SEDIMENT STORAGE
DROP INLET PROTECTION
LEGENDWITH SEDIMENT STORAGE
CF W L VEST ELEVATION VIEW
CL CENTERLINE
DR DRIVE
EL ELEVATION
EIR EX. IRON ROD
1
J/
1
BOGUE PINES DR
(PRIVATE ROAD)-
11
if
' f r
f � +
INFILTRATION SYSTEM #1 / ! A _-_, ` 0.!
DRAINAGE AREA- 35014.54 SF 1
IMPERVIOUS AREA ULKk�EA
/ IEL. EA I f`
BUILDINGS 14000 SF / }
PARKING/DRIVES 19421.08 SF j
SIDEWALK 244.11 SF
TOTAL IMPERVIOUS 33665.19 SF l
RUNOFF COEFFICIENT 0.97 f
RUNOFF VOLUME 1.5" X 0.92 X 35014.54 SF = 4026-67 CF/ !
24" DIAMETER INFILTRATION TRENCH= 5.67 CF/FT / :!
LENGTH OF 24" PIPE REQUIRED= 711 LF 3
LENGTH OF 24" PIPE PROVIDED= 715 LF l 1 r r
r jl
(3)-205.00 LF & (1)-1 00.00 LF OF 24"' PERFORATED
ALUMINUM CMP INFILTRATION TRENCH SYSTEM
( TRENCH BOTTOM @ 30.0')
L AUREN LOOP (PRIVATE ROAD)
fA�op I T #1
GRATE EL 3 5 . PROP INLET *3 `fit
INV 30.85 0. GRATE a` EL 33.27
3\
- - - - - - 0.737,, INV 30sZ7 .SQL
t 33.54�-4--
r
ter.;
s
a
L I
1 °,co
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////
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t
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ti50X
- - `-�-
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. TO
'4
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1
I
FE
+ L r
BULKHEAD
EL. 34.00
l•Q
-
/
Li�
if -�
O.68
/ LL. ':
Li
1
N I
..
LL
NEENAH MODEL R-6672-F
FRAME AND GRATE. OR
o APPROVED EQUAL WEIR WALL
'^ 24" X 240
o NEENAH MODEL R-6060
FRAME AND LID. OR
APPROVED EQUAL
24r DIA. OPENING
WEIR ------ --- .----_
EL 32.00
'^ INV 30.0
DISCHARGE PIPE. SEE PLAN
Z,�O t3�.Qt FOR SIZE. LENGTH AND ANGLE
if
c
24PERFORATED CORRUGATED SEDIMENT STORAGE
ALUMINUM PIPE SEE PLAN FOR
LOCATION AND NUMBER
WEIR CONTROL BOX
WITH SEDIMENT STORAGE
SCALE: NTS SECTION VIEW
r � �
w j , �� NO WETLANDS
V' o t Q,' ♦ r j' i� Q �1 EXIST ON SITE
l Ctz', vi, off,•
r f
J �
45,
4 L 18 - --�_72 'F _i8
1 ALUM] UM~ i _"_RFC
u) �� 1 ! CMP a .5x 58 •' NVT fl 2232.24 ( r R E L 33.22 r ,
/ O 1 S1`12 E EIR BOX *1 -2 3p
RATE EL 33.00Q 3 OFF CE I 44 ELF 3.5_32.00 rr rr
j SPREADER o //�� l , �_ i8 R P i
� ! 3 � � •$I�� i 585.1b�_`_��
' 5 VEGETATED K
IL T ` .. WALK:�.r�..� �� o ' 0.50 t`'�'X o '� FE rr rr
F LTER L} CD F 33.5T g; T #2 ' ALUMINUM CMP 3-- r r r r
J a 33 FE 3 -IT- GRATE EL r r
Ms 41 irl •p `N 33•� INV 30.00- r
' L ' 25 LF 18" ALUMINU
CIS a 1 0%
Z.5 N8025'040. r r
ROP LET n b INV 25.7 r r
RATE E 2r.340
INV 30.33 a EL75 '4 TSW �o FLOW SPREADERwu
3.39 �2.Q �t.fl
s
EOP EDGE OF PAVEMENT 4. OD - ,
EX. EXISTING -��-� _ -_ _ ____ _ --- --
T 29 0 2$3
FE
FINISHED ELEVATION
FF
FUTURE FLOOR ELEVATION
j
FT
FEET
i
HC
HANDICAP
s
INV
INVERT
I
LF
LINEAR FEET
==°
MIN
MINIMUM
F '
N/F
NOW OR FORMERLY
0 0 0
NTS
NOT TO SCALE
0 0
PVMT
PAVEMENT
R
RADIUS
RCP
REINFORCED CONCRETE PIPE
Lr
R/W
RIGHT-OF-WAY
SIR
SET IRON ROD
240 MANHOLE RING a COVER
TYP
TYPICAL
+ 18.31'
EX. ELEVATION
JUNCTION BOX
EX. CONTOUR
X SILT FENCE
~ 18' - FUTURE CONTOUR
-X-X- SECURITY FENCE
[ � � GRAVEL
SCALE: NTS PLAN VIEW
110 INV
3.00 1 30.24
2.00 � 2 30.13
GRASS I
STORMWATER EASEMENT
LAND DISTURBANCE LIMITS j
SHEET 02 OF 3 ;
JUNCTION BOX
PROJECT *: PM142-2-1
SCALE: NTS ELEVATION VIEW
DESIGN FILE :: PM142-2-1
-29.0 30 b31- *�=3�� .3_=`---rv-------------------=-------- ----------___--_-----
r -
31.41
60 LF 18` RCP
N- C- H I G H WAY _2 4------------------------------------------------------
00 15 i 30 .1
X12 TRT'D CAP
WOOD BULKHEAD
SCALE: NTS
m
la
� G
€�
t WEEP HALES.
O.C.
b Q
Lr) • • • N
•� 5-.OD ,
FLOW DISTRIBUTION DEVICE
z
O
Lo
CD
a_
co
CV
CO
m
L�
W
SCALE: NTS PLAN VIEW
18" ALUMINUM CMP 1.SD' 6` 4.00,
INV (SEE PLAN) RIP RAP VEGETATIVE FILTER
BULKHEAD ---------- (LENGTH OF DEVICE)
EL. 34.20 6
1` DIAMETER WEEP HOLES
INFILTRATION SYSTEM #2
DRAINAGE AREA- 35751.70 SF FLOW DISTRIBUTION DEVICE
IUPERVIDUS AREA SCALE: NTS (SECTION VIEW)
BUILDINGS 12400 SF
PARKING/DRIVES 22290.80 SF
SIDEWALK 125 SF
TOTAL IMPERVIOUS 34815.80 SF
RUNOFF COEFFICIENT 0.98
RUNOFF VOLUME 1.5" X 0.93 X 35751.70 SF = 4156.14 CF
24" DIAMETER INFILTRATION TRENCH= 5.67 CF/FT
LENGTH OF 241 PIPE REQUIRED= 733 LF
LENGTH OF 24" PIPE PROVIDED= 737 LF
(3)-235.00 LF 8r(1)-32.00 LF OF 24" PERFORATED
ALUMINUM CMP INFILTRATION TRENCH
(TRENCH BOTTOM @ 30.01)
NOTE:
1. ALL ROOF DRAINAGE FROM STORAGE BUILDING #3 AND #4
WILL BE DIRECTED TO INFILTRATION SYSTEM #1 AND ALL ROOF
DRAINAGE FROM STORAGE BUILDING #1 AND #2 WILL BE DIRECTED
TO INFILTRATION SYSTEM #2.
�•��•.
dp
INE�;0'Q+- A
(•pHs• � �~
e�d�f�D IDt C� �%1
RrEVISIONS:
iv ` - 1 •1 I ! },'yr
:'
, .3� ��
+ r r.�.��:+1
�`
-�`'��' i �,;: ..� t-'•r.; r�1r .
- - - = - - -� - _ .- � - '•' ■ . ! . s _ _�
-r r 4.i�� �..1_i
�:_�: ri i .� i
L �: l�il
_4+:
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J -1 _ __ L f '.

CONSTRUCTION SEQUENCE
1. INSTALL DRIVEWAY CULVERT AND TEMPORARY STONE CONSTRUCTION
ENTRANCE AND BEGIN CLEARING AND GRUBBING.
2. INSTALL SILT FENCING AT SPECIFIED LOCATIONS.
3. COMPLETE CLEARING & GRUBBING OPERATIONS.
4- INSTALL BULKHEAD AS SHOWN ON PLANS-
5. INSTALL DROP INLETS. STORM DRAINAGE PIPING AND INFILTRATION
SYSTEM WITH SEDIMENTATION CONTROL MEASURES AS SHOWN ON PLAN.
6. ROUGH GRADE PARKING AREAS AND BEGIN PREPARATION OF
BUILDING SITE.
7. SEED AND MULCH ALL AREAS OF DISTURBANCE NOT TO BE PAVED
WITHIN 14 DAYS OF LAND DISTURBANCE.
8. FINE GRADE DRIVE AND PARKING AREA AND PLACE STONE BASE COURSE-
9. CONSTRUCT BUILDINGS
10. PAVE DRIVE AND PARKING AREA.
11. PERFORM FINAL GRADING. SEED AND MULCH ALL REMAINING DISTURBED
AREAS.
SEEDING SCHEDULE
SEED BED PREPARATION
L I ME--- --------------------- 2 TONS/AC.
10-10-20--------_---- -- 1.000 LBS./AC
0-20-0------------------- 500 LBS./AC (AFTER SEEDING)
ASPHALT TACK - -------200 GAL -/TON OF MULCH
SEEDING MIXTURE
(FEBRUARY 1 -APRIL 30)
TALL FESCUE ---- 50 LBS./AC
PENSACOLA BAHIAGRASS 10 LBS./AC
KOREAN OR KOBE LESPEDEZA (SCARIFIED)-----50 LBS./AC
(MAY 1 -AUGUST 31)
TALL FESCUE---- -------- 50 LBS. /AC
KOREAN OR KOBE LESPEDEZA(SCARIFIED)---50 LBS-/AC
BROWNTOP MILLET---- 25 LBS./AC
(SEPTEMBER 1 - JANUARY 31)
TALL FESCUE---------- - -------- 60 LBS./AC
KOREAN OR KOBE LESPEDEZA (UNSCARIFIED)--- 60 LBS./AC
RYE (GRAIN) --- --- 25 LBS./AC
FOR SLOPES 2:1 OR STEEPER ADD 30 LBS./AC SERICEA LESPEDEZA
LANDSCAPING MIXTURE
(JANUARY 1 - MARCH 31)
COMMON BERMUDAGRASS (UNHULLED)-----20 LBS./AC
(APRIL 1 - JULY 31)
-COMMON BERMUDAGRASS (HULLED)-------12 LBS./AC
HYBRID BERMUDAGRASS SPRIGS MAY BE USED.
FLOW LINE
GRAVEL -
FACE
TOP OF SCALE
TOP ELEVATION OF STORMWATER \
� FLOOD STORAGE 1'
r\_ SiDIMENT STORAGE 4, �•�
N
EROSION & SEDIMENTATION CONTROL MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED
FOR STABILITY AND EFFECTIVE OPERATION FOLLOWING EVERY RUNOFF
PRODUCING RAINFALL EVENT OR AT LEAST ONCE PER WEEK. REPAIRS
REQUIRED SHALL BE COMPLETED IMMEDIATELY TO THE DIMENSION AND
FUNCTIONS INDICATED ON THE PLAN.
2. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCING
WHEN IT BECOMES 0.5 FEET DEEP AT THE FENCE. THE FENCE SHALL BE
REPLACED OR REPAIRED AS NECESSARY TO MAINTAIN BARRIER.
3. ALL SEEDED AREAS SHALL BE FERTILIZED. SEEDED AND MULCHED
WITHIN 15 DAYS OF DISTURBANCE. DISTURBED AREAS SHALL BE
FERTILIZED. RESEEDED AND MULCHED AS NECESSARY ACCORDING
TO THE CONTRACT DOCUMENTS TO ESTABLISH AND MAINTAIN A
DENSE VEGETATIVE COVER.
4. SEDIMENT SHALL BE REMOVED FROM THE SEDIMENT TRAPS WHEN
THE CAPACITY HAS BEEN REDUCED BY FIFTY (50) PERCENT.
CONTINUE RIP RAP
UP SIDES OF SPILLWAY
CLASS B RIP RAP
Is --- -------- TRAP LENGTH -4
(LENGTH AND WIDTH DIMENSIONS GIVEN ON PLAN VIEW)
TEMPORARY SEDIMENT TRAP DETAIL
SCALE: NOT TO SCALE
NOTES:
1. CONSTRUCT TRAPS WITH 2:1 SIDE SLOPES MINIMUM.
2- TRAPS ARE TO BE CLEANED WHEN )z2 SEDIMENT STORAGE ZONE IS
FILLED, APPROXIMATELY EVERY MONTH.
3. LENGTH AND WIDTH DIMENSIONS SHOWN ON PLANS ARE AT
ELEVATION OF 1/2 HEIGHT OF SEDIMENT STORAGE ZONE.
4. ONCE ALL SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY
STABILIZED. REMOVE THE STRUCTURE AND ALL UNSTABLE SEDIMENT.
SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND
STABILIZE PROPERLY.
LEGEND
CF
CUBIC FEET
CL
CENTERLINE
DR
DRIVE
EL
ELEVATION
EIR
EX. IRON ROD
EOP
EDGE OF PAVEMENT
EX.
EXISTING
FE
FINISHED ELEVATION
FF
FUTURE FLOOR ELEVATION
FT
FEET
HC
HANDICAP
INV
INVERT
LF
LINEAR FEET
MIN
MINIMUM
N/F
NOW OR FORMERLY
NTS
NOT TO SCALE
PVMT
PAVEMENT
R
RADIUS
RCP
REINFORCED CONCRETE PIPE
R/W
RIGHT-OF-WAY
SIR
SET IRON ROD
TYP
TYPICAL
+ 18.31'
EX. ELEVATION
--1g'--
EX. CONTOUR
X
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SECURITY FENCE
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STORMWATER EASEMENT
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LAND DISTURBANCE LIMITS
SHEET *3 OF 3
PROJECT •: PM142-2-1
DESIGN FILE #: PM142-2-1
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ROGUE PINES DR.
(PRIVATE ROAD)
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' WIDTH 25,
DEPTH 3`
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CONSTRUCTION ENTRANCE
N.C. HIGHWAY-24 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
100' R/W
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SCALE: NTS PLAN VIEW
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INV (SEE PLAN) RIP RAP VEGETATIVE FILTER
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FLOW DISTRIBUTION DEVICE
SCALE: NTS (SECTION VIEW)
BULKHEAD
EL. 34.00
SILT FENCE
LAND DISTURBANCE
LIMITS (2.3 AG)
NO WETLANDS
EXIST ON SITE
BULKHEAD
EL. 34.20
SEDIMENT TRAP #2
LENGTH 35'
WIDTH 15'
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VEGETATED FILTER
N.T.S.
STORMWATER DATA
TRACT AREA = 2.04 ACRES (88.685.09 SF)
DRAINS TO BOGUE SOUND SA (1.5" RUNOFF)
% BUILT UPON = 78.85%
DRAINAGE AREA = 70.766.24 SF
DESIGN % IMPERVIOUS = 96.77%
IMPERVIOUS AREA
BUILDINGS = 26,400.00 SF
DRIVES/PARKING = 41.711.88 SF
SIDEWALK = 369.11 SF
TOTAL AREA = 689480.99 SF
NOTES
I. PERSON RESPONSIBLE FOR LAND DISTURBING ACTIVITY:
ROGUE PINES MOBILE HOME PARK. LLC
2896 HWY 24 SUITE D
NEWPORT. NC 28570
2. FILL MATERIAL TO BE OBTAINED FROM A LICENSED &
PERMITTED BORROW SITE.
3. THE LAND DISTURBANCE LIMITS IS THE ENTIRE TRACT (3.00 AC).
4. WHEN THE DEPTH AT THE BENCHMARK. WHICH IS THE TOP OF
THE WEIR BOX, READS 2.50', THE ACCUMULATED SEDIMENT SHALL
BE REMOVED FROM THE SYSTEM.
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REVISIONS:
No. BY DATE DsESCRIPT!(1N
1I BTM 111/14/0,51 NCDENR COMMENTS
EROSION & SEDIMENTATION CONTROL PLAN
]BOGUS PINES, LLC
MINI-ST®RAGE
MOREHEAD TOWNSHIP, CARTERET COUNTY, NORTH CAROLINA
CLIENT: DAV I D G. BRADLEY ESIGNED:
ADDRESS: NEWPBTM
ORTY. 24 DRAWN:
NORTH CAROL I 28570 BTM
+,4`,pA'� Q�� PHONE: [phone] CHECKED:
@�'prE ;'Io RD C
s
# STROUO ENGINEERING, P.A. APPROVED:
7Q �� 151A HIGHWAY 24 RDC
*�; MOREHEAD CITY, N.C. 28557 DATE:
•+ q� 4iQ►�a` 47-7479 S ) f 10/18/05
C�,.+�� - } (t �Ly SCALE:
ONALD D. CU LIPHER P.E. 1" = 30'
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