155-06 Oversized Plans

NOW OR FORMERLY
SNEEDEN
SURF CITY FAMILY CAMPGROUND
D.B. 310, P. 113
RESIDENTIAL USE
\ ZONED B-1
S27.52'21"E /
\ 60.85'
\ / I
EIR
ECM �.
S62'17'
5.3i
1
i 1
j
�
\
�N_�
PK \
\ NOW OR FORMERLY
\ \ VILLAGE OF STUMP SOUND
\ ` SECTION 2
\�\ M.B. 27, P. 111
RESIDENTIAL USE
\�\ ZONED R--5
0• 000•
0WIIIIIIIIIIIIi -- I -- I iMM0IIIIIII1
00
1. DEPOSIT SUITABLE MATERIAL (NON CONTAMINENTS) IN
STOCKPILES.
2. HAUL EXCAVATION CONTAMINATED BY CONCRETE OR
ASPHALT RUBBLE TO SUITABLE OFFSITE LOCATION.
OW
PROJECT SITE
r� Q
s� aLr
5R 210
ATLANTIC
-�oPy OCEAN
! VICINITY MAP
NOT TO SCALE
QB E e./gsiJ,3g3rz
��� Ise Sa
o ,
�`7ii�p�diifltA
r A
5040 New Centre Drive, Suite 0 250 North Church St.
Wilmington, N.C. 28403 Spartanburg, SC 29306
TEL [phone] TEL [phone]
FAX [phone] FAX [phone]
www.capefeareng.com
DRAWN
R.STEWART
PROJECT
407-01
NUMBER
DESIGN R.STEWART
CHECK
D.FENNELL
SCALE : 1"=200'
APPROVED :
D.FENNELL
DATE : 1 DEC 2005
♦s
o
:1 WILMINGTON,:
D112T ROAQAY 0 2 200r
INDEX
PROJECT NUMBER SHEET NUMBER
407-0-1 bEE PLAN

-3.040
-3.540
CAMA MEAN LOW WATER
-4.500
—2.80o -2.110 CAMA NORMAL HIGH WATER J _ .-. ---
'
-2.290 - i 15+00C
CHANNELWARD
EDGE OF LOW-2.470
MARSHES COASTAL WETLANDS
14+ 0 0
APPROX. NEW - BRIDGE
GRASS LIMITS... -OF 13+ _
_ 00 _ -+---_ - es
PILINGS;
NORTHING 263041.151 J CAMA NHW
_.. _ _ . _. _,. _ _.._ _ - .._ _ . _ ._._ _ p
EASTING 2452025.148
■rrrr■rrrrt■rt■r
— _ ■u■rrrrrr■ �a�
....._ re■jerr■///rr■■■rr■■r■/■r/rtr////r//■//////r■r//r//r/rr■
11 + 0 0
/— r°t®►
rr■rrr
®°®rrrrr°°rrrr/■r/rr/■rrr/■■■rr■■r//■■r/r/■r///r/■■■r■■/■///r■////■r//////■///////rrrtr■rrrat■rrrr
---
rr°r1rr°rfrrr rr er �- — - - -(-- - - - - - - — -
r1//
APPROX. ""*rrr
LIMITS OF ■////■/urre
COASTAL
WETLANDS rn
1 ')
8
6
4
2
0
-2
_4
_. - 6
we
DATUM ELL' I7
—10.000 i
r
NORTHING 263088.524 —
EASTING 2452070.923
CHANNELWARD
EDGE OF LOW
MARSHES
rrrarrrater■rrarr ��-G- ptR"T
ererraart - " r ■rrrr■rrrrtr/rr■rr■rrttr rr
erreerrerr _ _` - ara/rrrar■ - - -
,�
0 reje e _
rrrareearje►a , /.---eeaereerarrar _. _ - _ _ _ -_ � _ ___ _.. -� _
COASTAL WETLANDS CAMA NORMAL HIGH WATER
/ — 2.470
/ —3.040
—2.110
,i 22800
= _
—GRASS ��— CAMA MEAN LOW WATER
`1 INCH = 20'O-
11+00 12+00 113-rUU , , I �., , v
EKSTING DF C � D
1 _.
yg90"a�`rsCA 5i �Agggg�.:.,
SEAL
T21da'
I 'APE FEAR
Engineering, Inc.
5040 New Centre Drive, Suite D
250 North Church St.
Wilmington, N.C. 28403
Spartanburg, SC 29306
TEL [phone]
TEL [phone]
FAX [phone]
FAX [phone]
www.capefearen_q.com
DRAWN :
R.STEWART
PROJECT
407-001
NUMBER
DESIGN R.STEWART
CHECK
D.FENNELL
SCALE 1"=20'
APPROVED:
D.FENNELL
DATE 1 DEC 2005
NARK PROPERTIES, LLC
STUMP SOUND TOWNSHIP
ONSLOW COUNTY NIC
D1Q.T,QOAD
P-ItAN AND P12,019, LE
PROJECT NIAII.rR— SHEET NUMBER
®i

-15.000
O
T+
0
0
CAMA MEAN LOW WATEI
X -4.500
X -3.540 i SECTION D
X-2A10 T +O X -2.800 CAMA NORMAL HIGH WATER -- --
,
SECTION C
X -2.290
00
CHANNELWARD + ( - 15+
- �- —
EDGE OF LOW
MARSHES + X-2.470 T o SECTION B COASTAL WETLANDS
T o APPROX. NEW 14+00 0ost*,
LIMITS. ---OF- _.
BRIDGE
NORTHING 263041.151 GRASS _-__- SECTION. A _. 13+00 -- PILINGS
s_ '
LAMA NHW
__ ■,■rues,r,s■sssssssssssssennssssesessaessee■ ,
FASTING 2452025.148 - - I -------- � �
_ r�
-- ----, ----- , ■eessre I
---- rseee,eese �i i
,■ ■sere■ �t�T-ate■e„eeseee,,,,r,,,,eee„ee,e,e„ruee,nn,,,eee,ee■
I e,ejeee,e►eeee,esu _ _- - -� �,� ,e rrreeeesues,esesseee, ^ I
see ___- sense■
jeeeeeee - --�" " rN► per -
r®iee�e I 1 0 rs ss ee ee65011 eeeeree
°wte,re
F _ ♦s°srl 11 + 0 0 I e ■sever►jejeree �� eeerer,eeej'
i•ssr!!o®•®®,®®t®r®®usnns■ sever®ununsn,rusenenesrn ■r�ev I toss
sas,®®y Xs°°°
88see®sejp®_ttf®®®enersCOASTAL WETLANDS
-, --
C A M A NORMAL HIGH WATER X - 2 .
®•®®®®ntuue®userenuasenssnsseesnnus 1
+
4
LIMITS OF ens sense°°s X -2.110 O
i
COASTAL
WETLANDS ��� X _2.An
i
+
NORTHING 263088.524 GRASS
EASTING 2452070.923
CHANNELWARD I +
EDGE OF LOW
MARSHES I +
O
O
u
Ln
N
10
M
6
4
— 2
mi
•
—10
—12
—14
DATUM ELEV
-15.000
N
N
0+00
1 INCH = 20' FT HORIZ61
11+00
RS",
AD
X -3.040
-- CAMA MEAN LOW WATER
8
101
2
LU
—4
no
we
10
—12
—14
DA i UM ELEV
-15.000
ARSH
O--...—.—.,.—.—._.—
CD
N O
I xaq> -N
LAMA WETLANDS -- - - _ _ --
I
NHW
MLW------ ------ -.-.-._.-._._.-._
JAPE FEA
Engineering, Inc.
5040 New Centre Drive, Suite D 250 North Church St.
Wilmington, N.C. 28403 Spartanburg, SC 29306
TEL [phone] TEL [phone]
FAX [phone] FAX [phone]
www.capefeareng.com
DRAWN :
R.STEWART
PROJECT
NUMBER 407-01
DESIGN R.STEWART
CHECK
D.FENNELL
SCALE : 1"=20'
APPROVED:
D.FENNELL
DATE 1 DEC 2005
STUMP SOUND TOWNSHIP
ONSLOW COUNTY
10+00
SECTION B
io+oo SECTION C
11+00
10+0C E C 7 0
PROJECT NUMBER SHEET NUMBER
7- 1

TREE/SHRUB AREA
(I.E. WAX MYRTLE)
HIGH MAR
AREA
(I.E. SPART
PATENS;
NOTE: SEE CROSS SECTIONS FOR ELEVATIONS OF EACH AREA.
TYPICAL PLANTING SCHEME FOR
MARSH /SHRUB ZONES
NOT TO SCALE
12 GAUGE 4"X4" OR 2"X4" WELDED WIRE HOOKED ONTO
PREFORMED CHANNELS ON METAL POSTS, OR FASTENED
TO CEDAR OR WOOD POSTS WITH NO. 8 STAPLES. Y�Fi`c
OF RE��R°�tJG °
M
Im
1T6"
2' MINIMUM
i <
17
PLANTS
/UPLAND
MEAN
LOW-WATER
MAXIMUM SEDIMENT STORAGE LEVEL. REMOVE
SEDIMENT WHEN THIS LEVEL IS REACHED
OR AS DIRECTED BY CONSERVATION INSPECTOR.
ULTRAVIOLET" RESISTANT (BLACK) MIRIFI
FABRIC OR EQUIVALENT SECURED TO WIRE
WITH METAL, CLIPS OR WIRE AT 8" OFF
CENTER.
NATURAL GRADE
CARRY APPROXIMATELY 12" OF FABRIC INTO TRENCH,
COVER WITH SOIL AND TAMP BACKFILL,
CARRY 6' OF WIRE INTO TRENCH.
METAL, CEDAR OR 4"X4" TREATED WOOD POSTS AT 10'
OFF CENTER MAXIMUM. CEDAR AND WOOD POSTS SHOULD
BE 3' DEEP MINIMUM.
TYPICAL PLANTING GRID FOR
MARSH PLANTS (I.E. SPARTINA ALTERNII-LORA
NOT TO SCALE
EDGE OF PAVEMENT EDGE OF PAVEMENT
_ _____ _ _ _ _EXISTING ROAD
EDGE OF PAVEMENT EDGE OF PAVEMENT
R/W ----
I
-----R/W
6"
50, MIN.
LENGTH
HT ICY.
MIN.
I
CONSTRUCTION
ENTRANCE
.��..
PROFILE
12' MIN.
(SEE NOTE)
PLAN VIEW
Construction Specifications
1. Stone size - Use MSHA size No. 2 (2-1/2" to 1") or AASHTO
designation M43, size No. 2 ( 2-1/2" to 1-1/2"). Use
crushed stone.
2. Length - As effective, but not less than 50 feet.
3. Thickness - Not less than six (6) inches.
4. Width - Not less than full width of all points of
ingress or egress. Minimum of 12'.
5. Washing - When necessary, wheels shall be cleaned to
remove sediment prior to entrance onto public right=of-
way. When washing is required, it shall be done on an
area stabilized with crushed stone which drains into an
approved sediment trap or sediment basin. All sediri-ient
shall be prevented from entering any storm drain, ditch,
or watercourse through use of sandbags, gravel, boards
or other approved methods.
6. Maintenance - The entrance shall be maintained in q
condition which will prevent tracking or flowing of
sediment onto public rights -of -way. This may require
periodic top dressing with additional stone as conditions
demand and repair and/or cleanout of any measureg used to
trap sediment. All sediment, spilled, dropped. washed or
tracked onto public rights -of -way must be removed
immediately.
STABILIZED CONSTRUCTION ENTRANCE (D-5)
NOT TO SCALE
MULCHING MATERIALS AND APPLICATION RATES
MATERIAL
RATE/ACRE
QUALITY
NOTES
STRAW
1-2 tons
Dry, unchopped,
Should come from wheat or oats;
spread by hand or machine; must
unweathered; avoid weeds
be tacked down.
TEMPORARY SEEDING
AMOUNT/
TIME OF
FERTILIZATION/1000 SF --
GRASS TYPE
1000 SF.
SEEDING
INITIAL
MAINTENANCE
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA
NA
BPOWN 1.7r- MILLET
I-2 LBS.
JUNE THRU AUG.
25 LBS. 10-l0-10
NA
NA
NA
PERMANENT SEEDING
GRASS TYPE
AMOUNT/
1000 SF.
TIME OF
SEEDING
FERTILIZATION/1000
INITIAL
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH - APRIL
12 LBS. 10-10-10
EACH 4-8 WEEKS
1-2 LBS. N.
: ,. - SEPT.
2 -BS. 10-10-IC'
FESCUE, TALL
31)
5-7 LBS-
SEPT. THRU OCT.
FEB. THRU OCT.
25 LBS. 10-10-10
FEB. - MARCH
12 LBS. 10-10-10
MAY * DEC.
1/2 TO I L.B. N.
SEPT. - OCT.
12 LBS. 10-10-IC
,1KENTUCKY
SERICEA
LESPEDEZA (SLOPES
I-2 LBS.
MARCH THRU APR.
25 LBS. 10-10-10
FEB. -MARCH
1/2 TO I LB. N.
NA
CAR (0
S�®Q
SGAL
024908
MW
s A
I
5040 New Centre Drive, Suite D
250 North Church St.
Wilmington, N.C. 28403
Spartanburg, SC 29308
TEL [phone]
TEL [phone]
FAX [phone]
FAX [phone]
www.capefearen_q.com
DRAWN
R.STEWART
PROJECT
407-001
NUMBER
DESIGN R.STEWART
CHECK:
D.FENNELL
SCALE NTS
APPROVED :
D.FENNELL
DATE : 1 DEC 2005
♦'IP 'ter
ill FA MOON 6'dkk
DETAIL
SHEET
PROJECT NUMBER SHEET NUMBER
407-01 1 D-1