SW8120913_APPROVED PLANS_20121030

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
�D APPROVED PLANS
l
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

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SUMMARY OF SITE:
_._ - y
PROPOSED BMP
WETLANDS
' 3
GENERAL_ BUILDING INFO ATION
BUILDING USE: COMMERCIAL - RETAIL
._--
0EMpnRARY
PROP, 8"X8"X4" THICK CONC. PA
BUILDING SIZE: 8320 SF
r --�
W/ 6"DIA STEEL BOLLARDSLOT `
E
� wZONING
SIZE 1.178 AC.
INFORMATION:ZONING
TEACHE
50'
} 3
B-2 HB
(�
��yyy
DENNISEN'V�S �,
----
I
SETBACKS: MINIMUM BUILDING SETBACKS (UNLESS NOTED)
EASEMENT PER 1 �1
TRACT 2
. " E
24 35
FRONT 50 FEET
MAP OK 33, PAGE 146 1
BOOK 118o, PAGE
50
�- --�
SIDE: 20 FEET
DEEP
-
REAR: 20 FEET_
20,
UTILITIES:
�r
• • •
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WATER LINT_ -TOWN OF BURGAW
•• •'• •••
•
WASTEWATER - TOWN OF BURGAW
, ' •' • `•'
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'
WASTEWATER SERVICE: 2" FORCE MAIN
•• '•
•
'�''�• ••'•'''`
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WATER SERVICE: 314" WAT1=R SERVICE
,
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MECHANICAL
ELECTRIC SERVICE-
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PADS (
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NATURAL GAS -
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2
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ALL NEW SERVICES SHALL MEET ALL
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NC BUILDING CODE REQUIREMENTS
I r
. ., 1050 N I
1 2 OD iI
i ,•,f .•• • •• • ••
OF ALL EX 5 ' • • •' �''•''
PARKING REQUIREMENTS 21 I I ;
•�• I
T UNLESS � • � �, '� �- I � f
PARKING SPACES TO BE TYPICAL (9 FEET X 20 FEE) U L Z •: •. ' 22
OTHERWISE NOTED
I -•:••:I' I I 8320 SF BUILDING r -
PARKING SPACES REQUIRED: 34 6N, cQ �', ��:,r� o kn
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PARKING BUILDING CODE REQUIREMENTS: (4 SPACE PER 1000 Si" RETAIL ) �r,•. Q
- 2 FAMILY DOLLAR STORE I
PARKING PROVIDED TOTAL - 34 r
HANDICAPPED ACCESSIBLE - 2 m';j m �!
HANDICAPPED ACCESSIBLE PARKING TO BE (2 EQUAL SPACES) r Q 1 ;�:; i' 104 80 m s0
PER LOCAL CODE w 4
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cy
PROP, 10' MONOLITHIC SIDEWAL ` 0 1
I I
ID E
Q I HANDICAP
RAMP
t1-
OWNER. EASTERN PRIDE, INC.
2408—F NASH STREET o 1 FINAL PLANS
27
' � rt r r � ,
WI LSON, NC 27896 ` ::
4uREVIEW ONLY
FORCE MAIN NOT FOR CONSTRUCTION
1 2 3 ®o ® (D
GENERAL CONTRACTOR -� STOCKS AND TAYLOR W/ PLUG VALVE �, 4F .�
N STRU CTI ON INCND BAC N P W PERTY LINE
I �
CONSTRUCTION,
WASHINGTON, NC N N fj, ! 3
6" DIA STEEL ' 1 SERVICE ASPHALT
BOLLARDS TO BE '
t
PLACED ALONG pia 1 % PARKING 4 CONDENSER PAD
r1oSIDEWALK 6'-4" 0/C ' �" �,--- -- --- --� `50 MBL o
i d
2" SURFACE COURSE PARKING C�J
�- Sp i 9'X20' (TYP O
SF9.5B gp �� FUTURE CROSS i
7 SD--�--�_ ACCESS EASEMENT 2 --{ g.0- ?s
8" ABC ONE /° '```-- SD _/ i 3 - ` MONUMENT
s� -- SD i i)i SIGN
I— � w r 3 PAMLICD ENGINEERING SERVICES, PLLC
so (^ �- ((.� ��Jfvj �(��J o LICENSE No. P-0530
UNDERGROUND
Q 1® 0
' ELECTRICAL SERVICE cv E ---- L. Pfa fl 11.l ' ESE
�- COMPACTED SUBGRADE
E E E
E E E DSCAPE BUFFER
F �`-- E — --__ E �� w4 ° 10 W
NOTES: F F---- W 166.88'
1) THE PROPERTY SHOWN HEREON IS NOT LOCATED WITHIN PROPOSED 2, 7 F F —_ W w w--
A SPECIAL 100 YEAR FLOOD HAZARD AREA ACCORDING 3/4" WATER METER F F -�� F
TO FLOOD INSURANCE RATE MAP NO. 3720322900J W/ BACKFLOW PREVENTER j � F F
DATED FEBRUARY 16, 2007.'
2) ALL N.C. GRID DATA SHOWN HEREON IS BASED ON NAD 1983 t,r 103. F -_
2007 ADJUSTMENT USING THE NCGS RTK NETWORK SYSTEM, STANDARD NCDOT
3) ALL DISTANCES SHOWN HEREON ARE N,C, GRID DISTANCES EX DRIVE DRIVEWAY ENTRANCE f � PROPOSED FH
UNLESS OTHERWISE NOTED. f
4) COMBINED GRID FACTOR = ``' R�SO �'� WITH A8X6MgAPPING
5) ALL ELEVATIONS SHOWN HEREON ARE BASED ON MEAN SEA - - - - -� ho SLEEVE AND VALVE
LEVEL NAVD 1988. � �`� AND BLOCKING
6) WATER AND FIBER OPTIC LINES SHOWN HEREON ARE UNDERGROUND
AND THEIR LOCATION IS APPROXIMATE BASED OFF OF ABOVE GROUND ` -
FEATURES SUCH AS VALVES, MARKERS, ETC, THE ACTUAL FIELD
LOCATION OF THESE UNDERGROUND UTILITIES SHOULD BE VERIFIED _
PRIOR TO LAND DISTURBANCE, OTHER UNDERGROUND UTILITIES MAY
EXIST THAT WE WERE NOT ABLE TO FIND ABOVE GROUND INDICATORS FOR�' -- -- �- --- -- __
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BURGAW
ALL EXISTING UTILITIES ARE SHOWN
BASED ON FIELD EVIDENCE
PRIOR TO ANY DIGGING NC ONE CALL SHALL
BE CALLED AND CONFIRM LOCATION AND SIZE
1 TING UTILITIES
i
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SITE
VICINITY SKETCH
( Nei TO Sam )
EX. DRIVE
EX. DRIVE '
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BOUNDARY SURVEY AND
TOPOGRAPHIC SURVEY
PREPARED BY:
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INV IN= 42,5 %
INV OUT =42.31
BATSON
STREET
JOHNNY J XILLIANS LAND .S'URVE'YI r, P. C � zo` 40'
P.O. BOX 778, WA AVILLE , N.C. 28518
PHONE: [phone]'72 FAX: [phone]
EMAIL. • COM
1 SITE PLAN
SCALE: I" =20'
E E - -- -- E
L� 4k EXISTING FH LOCATED APPX
250 LF FROM REAR OF NEW
3F BUILDING
W --- W--�_ w LEGEND:
10/23/12
•
SEAL
20212 z
W-•--_ R/W = RIGHT-OF-WAY
EIP = EXISTING IRON PIPE
F� F �'-- F EIS = EXISTING IRON STAKE
EPK EXISTING P.K, NAIL
ERR = EXISTING RAILROAD SPIKE
4 / 1, ECM = EXISTING CONCRETE MONUMENT
� EMN = EXISTING MAG NAIL
! i IPS - IRON PIPE SET
PAMLICO ENGINEERING SERVICES
128 Abbey Lane
Washington, NC 27889
252-945-2983
[e-mail]
V)
x/ ISS = IRON STAKE SET
g
MNS = MAG NAIL SET
SSS SURVEY SPIKE SET
z
_
CMS CONCRETE MONUMENT SET
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O
AG = TOP ABOVE GROUND SURFACE
BG = TOP BELOW GROUND SURFACE
CL
CENTERLINE
o
R = PROPERTY LINE
>a
NCGS = NORTH CAROLINA GEODETIC
C
-E--E--E- = OVERHEAD UTILITY LINELu
�` -- — -- --- —-SD--SD--SD- = STORM DRAIN LINE
O
-SS--SS--SS- = SANITARY SEWER LINE
U)
m
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U
--W--W--W- = WATER LINE (SEE NOTE 6)
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-FO--FO--FO- = FIBER OPTIC LINE (SEE NOTE 6)
o
• = UTILITY POLE
w
® = CABLE BOX
S
v
1
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■
•�
= SECURITY LIGHT
- CLEAN OUT
= CURB INLET
= ELECTRIC BOX
= CONCRETE MONUMENT
z
03
�,
"
o
= FIRE HYDRANT
= MONITORING WELL
11e No.
12M9
= MANHOLE
= FIBER OPTIC PADDLE
= SIGN
Scale: 1rf -
_ 201
Sheet No.
o = TELEPHONE BOX
- WATER VALVE _
INDIVIDUAL TRACT AT THE INTERSECTION OF U.S HIGHWAY =WELL
NO. 117 AND N.C.S.R. 1611 (RIDGEWOOD AVENUE)
TOWN OF BURGAW e - WATER METER
BURGAW TOWNSHIP, PENDER COUNTY, N.C. C�002
j. '} �. ASS !-

sitt Agee I artptl*n
stabRi2ation
fixe"MMIS
! rimer dl", swale s, dgrt and sled
7 days
None
<04 High Qua* water.11HOW) zorms
7 days
None
S ss teepar than 3<1
d.ay
N s are 101 or s in terl h and are not
stimper It ari 2:1, 14 days are aPowred
Sees 3:1 or hafter
14 days
7 days for Wopes greater than in "th
. All 4 t83 areas with slopes II eY than 41
14 days.
NQn ..ea ceM for pert etm Bsis7l HOW ZOAe =
EROSION CONTROL CONSTRUCTION SEQUENCE
1. OBTAIN AND POST COPY OF CERTIFICATE OF EROSION CONTROL PLAN APPROVAL.
2. CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL DEVICES AS INDICATED ON THE DRAWINGS OR
SPECIFIED IN THE SPECIFICATIONS.
1 ONCE EROSION CONTROL DEVICES ARE INSTALLED, BEGIN DEMOLITION OPERATIONS.
4. MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING CONSTRUCTION. INSPECT DEVICE AFTER EVERY
RAINFALL EVENT AND CLEAN OUT TRAPS AND /OR CHECK DAMS WHEN HALF FULL.
5. AS CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION CONTROL DEVICES AS INDICATED ON THE
DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, OR AS NEEDED OR DIRECTED BY ENGINEER.
6. SEED AND MULCH DISTURBED AREAS AS STATED BELOW BASED ON WORKING DAYS:
A. UPON COMPLETION OF ANY PHASE OF CONSTRUCTION
B. WHEN WORK WILL NOT PROCEED IN AN AREA WITHIN THE ABOVE TIME FRAME.
7, AFTER SITE IS STABILIZED, REQUEST AN INSPECTION BY THE ENGINEER. UPON APPROVAL OF SITE
STABILIZATION, REMOVE TEMPORARY EROSION DEVICES, DRESS OUT AREA AND SEED AND MUCH. PERMANENT
EROSION CONTROL DEVICES SHALL BE INSTALLED AND APPROVED BY ENGINEER.
CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 4 INCHES DEEP OVER ADVERSE SOIL
CONDITIONS, IF APPLICABLE.
RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX
WITH SOIL.
CONTINUE TILLAGE UNTIL A WELL —PULVERIZED, FIRM. REASONABLY UNIFORM SEEDBED IS
PREPARED 4 TO 6 INCHES DEEP.
SEED ON FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
EQUIPMENT OR CULTIPACK AFTER SEEDING.
MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
INSPECT ALL SEND AREAS AND MAKE NECESSARY REPAIRS OR RESEEDING WITHIN
THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER BOX DAMAGED,
REESTABLISHED FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
NOTE:
CONTRACTOR SHALL PROVIDE A PERMANENT SEED COVER ON ALL AREAS DISTURBED
DURING CONSTRUCTION OPERATIONS, INCLUDING ANY DISTURBANCE TO THOSE AREAS
THAT WERE SEEDED DURING PREVIOUS WORK.
YOU SHOULD READ AND BECOME FAMILIAR WITH THE PROVISIONS OF THIS PERMIT. BELOW IS A LIST OF THE MAJOR
REQUIREMENTS, WITH INDICATIONS WHERE THOSE DIFFER FROM THE PREVIOUS CONSTRUCTION GENERAL PERMIT.
YOU MUST IMPLEMENT THE EROSION AND SEDIMENTATION CONTROL PAN APPROVED FOR YOUR PROJECT BY THE
DIVISION OF LAND RESOURCES OR BY AN APPROVED LOCAL PROGRAM. ADHERENCE TO THAT E&SC PLAN IS AND
ENFORCEABLE COMPONENT OF THE STORM WATER PERMIT.
YOUR E&SC PLAN WILL IDENTIFY AREAS WHERE THE MORE STRINGENT 7 AND 14 DAY GROUND STABILIZATION
REQUIREMENTS APPLY. SEE "NEW GROUND STABILIZATION REQUIREMENTS" ON PAGE 2.
• YOU MUST KEEP A RAIN GAUGE ON SITE.
• DEDICATED DEMOLITION AND OTHER WASTE AREAS AND EARTHEN MATERIAL STOCKPILES MUST BE LOCATED AT
LEAST 50' FROM STORM DRAINS OR STREAMS UNLESS NO ALTERNATIVE IS FEASIBLE (NEW REQUIREMENT).
• YOU MUST INSPECT ALL E&SC MEASURES AT LEAST ONCE A WEEK AND WITHIN 24 HOURS AFTER ANY STORM
EVENT GREATER THAN A HALF INCH (DURING A 24—HOUR PERIOD), YOU MUST TAKE IMMEDIATE CORRECTIVE
ACTION FOR ANY DEVICE FAILURE.
• YOU MUST INSPECT ALL OUTLETS WHERE STORM WATER RUNOFF LEAVES YOUR SITE AND EVALUATE THE EFFECT
ON NEARBY STREAMS OR WETLANDS, OR CAUSES A VISIBLE INCREASE IN TURBIDITY (CLOUDINESS) OF ANY
WATER BODY.
• YOU MUST KEEP RECORDS OF THESE INSPECTIONS AND ANY CORRECTIVE ACTIONS TAKEN.
YOU MUST PROVIDE THE OPERATION AND MAINTENANCE NECESSARY TO MAINTAIN OPTIMAL PERFORMANCE OF STORM
WATER CONTROLS. THIS MEANS TAKE CORRECTIVE ACTION IF EROSION AND SEDIMENT CONTROL FACILITIES ARE NOT
OPERATING PROPERLY. OPERATION AND MAINTENANCE INCLUDES, BUT IS NOT LIMITED TO:
• REGULARLY CLEANING OUT SEDIMENTATION BASINS.
• STABILIZING ERODED BANKS OR SPILLWAY STRUCTURES.
• REPAIRING/CLEARING OUT INLETS AND OUTLETS.
• REPAIRING PIPING, SEEPAGE AND MECHANICAL DAMAGE.
• REPAIRING SILT FENCE DAMAGE.
FtEPREGGULLAAR�INNSSPECTIONS ARE A CHANCE TO CHECK IMPACTS TO NEARBY WATERS. IF ANY OBSERVE SEDIMENT THAT
HAS DEPOSITED IN A STREAM OR WETLAND, YOU MUST NOTIFY THE DIVISION OF WATER QUALITY REGIONAL OFFICE
WITHIN 24 HOURS AND PROVIDE WRITTEN NOTICE WITHIN 5 DAYS (SEE #3 ON PAGE 6 OF THE GENERAL PERMIT).
PLEASE SEND A COPY OF THIS CORRESPONDENCE TO THE DIVISION OF LAND RESOURCES (DLR).
NON C MaJANCE & FINES
TAKE COMPLIANCE SERIOUSLY! PROJECTS THAT VIOLATE STORM WATER PERMIT CONDITIONS AND/OR HAVE
UNAUTHORIZED WATER QUALITY IMPACTS ARE SUBJECT TO FINES. CIVIL PENALTIES OF UP TO $25,000,00 PER DAY
CH VIO ON BE SED
THERE ARE NO WETLANDS ON THIS SITE. 2
K5
STRUCTURE SEE DETAIL
RIM = 44
ORIFICE INV = 43.0 ZA
ADDITIONAL DEEP POOL
530 SF
5" RCP OUTLET PIPE W/ FE
OUTLET PROTECTION
WITH CLASS B RIP RAP
WITH FILTER FABRIC
=8' INV IN = 42.64
=5' INV OUT =42.54
18"
10 =3.0 CFS
10=2.45 FPS
A = 0.35 AC
2
EL 40
3
LIMITS
FOLLOWS THE
PROPERTY LINE
TEMP, SEDIMENT BASIN WETLAND BMP
DEPTH = E1126 CF SEE DETAIL FOR
DISTURBANCE
FORBAY DEEP POOL 250 SP LIMITS
EL 71 FOLLOWS THE
1 1 1 I 0 10 A 2.50 CFS DESIGND A= 0\58 A C ~" — 3 PROPERTY LiN b I
I/� V
j C TEACHEY`—265..
\ DENNIS —--
YRA 109 4' "= �__
ir r I
1 I �! , EED BOOK 1 180, PAGE' _ — ~- — f _ —
6" ROOF DRAIN PIPES lr
INV IN = 45.5 =
. rrILA •'r; . — '" !NV OUT = 42,5
RASS )
• :�'• •'�€•.•'°� •• �-- •••'�'' '� � � � � j AREA
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-77
8320 SF BUILDING
FAMILY DOLLAR STORE
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mE. VA ITT,
PROPOSED TEMP
CHECK DC�7 m
ETAIL
i
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TO DIVERT Si
WATER INTO BMP I 47-500
INV 44.89 1 ! j; x 4s.20o I
i EP ASPHALT
PARKING
4.9&_ 11.5% I } r
WET LAND SCHEDULE
AREA NUMBER
1
DISTURBED AREA
1,17
AC
Z�L PERCENT
56.5%
IMPERVIOUS
TOTAL DRAINAGE
1417
AREA
EMERGENCY
44,5
SPILLWAY ELE
VOLUME 1 YR 24
2850CF
HR EVENT
WATER QUALITY
3561 CF
VOLUME
Q
TOTAL SURFACE
4514 SF
AREA SF
ZA
�& SITE DRAINAGE DATA
IMPERVIOUS AREA TOTAL
28,818 SF
TOTAL DRAINAGE AREA
50,965.2 SF
EXISTING IMPERVIOUS AREA
11.617 SF
IMPERVIOUS AREA TREATED
28,818 SF
SEE DEMO SHEET FOR EXISTING
IMPERVIOUS AREAS
FINAL PLANS
FOR REVIEW ONLY
NOT FOR CONSTRUCTION
1 1 Q DISTURBANCE
t
47.300 LIMITS
I I ,' j, FOLLOWS THE
1 I I 47.300 EP_ l
1 ` I P_� PROPERTY LINE
SD
--45.86
5b �_� SD SD 45.200 FEP
EP /
45.880 14 .900 L 6.2
EP Jil,
E EP EP
1 1 ,
N 43°
66.88'
PROPO ED ARC FILTER
SEE DETAIL
� I 5.95 .950 SITE BENCHMARK � \
--- P yr w P --j
f TOP OF FLANGE BOLT
-�!J,'r — BETWEEN THE "E' AND "L„ IN
46` 4 VICIELLER
LS
\ ELEVATION = 44 .75'
46.280
— - EP N .a. 4 0 — 46. 30 a�
CONSIRIJ
ENTRANCE ~"-4 p
00
ANBFI4Y
_ moo. 117 >60
ARC FILTER
REGRADE EXISTING AREA TO
DRAIN IN TO EXISTING DITCH -0 ------ c1__ SILT FENCE
k
OUTLET PROTECTION
I
' CONSTRUCTION ENTRANCE
i
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SCALE: 1" =20'
EXISTING IMPERVIOUS AREA
TO BE REMOVED
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10/23/12
- SEAL
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,�,.�`.
PAMLICO ENGINEERING SERVICES, PLLC
LICENSE NO. P-0530
1-�Itl secQ
11 aIll d}:
_.E
PAMLICO ENGINEERING SERVICES
128 Abbey Lane
Washington, NC 27889
252-945-2983
[e-mail]
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Scale: lit = 20'
No.
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WETLAND
LANDSCAPE LEGEND
KEY
R
QTY I
I
SCIENTIFIC NAME
ILEX ALABRA
COMMON NAME
INK BERRY
PLANTING
GAL
SIZE
CATEGORY
SHALLOW
TYPE
SHRUB
I
LAND
-��
5S
CLETHRA ALWFGLlA
SU1VMLE- RSWEE
J
GAL
SHALE OVA'
SHRUB
LAND
�
MOiRELLA CERIFERA
WAX MYRTLE
?
GAL
SIfALEO''�'r'
S�HRUL
I
t
LAND
�
_
SR
ROSA PA.LUSTRIS
SWAMP ROSE
1
GAL
SHALL0VV
SHRUB
j
_
LAND
P
VBURNUh411 NUDUM
ROSSuMHAvv
GAL
5HALi_OV,'
SHRUB
-
:_AND
SFR
!
!
_
ilJf ICUs EFEUSUS�
S0 T RUST
4
'N 3
SHALLCVV
HEP.B.' CEAUS
8CI I
{
LAND
II
PLAN S
R -
C
'CHASV;ANTHIUM LATIE
PI` FF, CATS
4
1 J3
SHALLO''N
HERSACEA'IJS
_ s LAND
PLAINTS
SM
ASCLEPI.AS INCARNATA
S`fdAMP Pv`11L KNEE
4
IN
SHALLOW
~=EvBACE,4US�
80
___
LAND
I PLANTS
i 4
IN 5
SHALLC'V'y�
HERBA EAUS
JPW
I EUPATGR'F,DELMHUS MACULt7TJS
JCE 'YE 'J�EED
30
LAND
- _ PLANTS
0
OBELIIA CARDIN.�,LIS
CARDINAL FLOWER
4
IN
-t-fPAEL0V- V
��IE?BACE IS
I
_
LAND _
PLANTS
SF
Al --OR Af,1ERECAfJ'JS
G°BEET L,AG
4
IN3
�IALLO'`J'
HERBACEAU
I
1U0
WATER
PILANITS
I GP
SACITTARIA
Dh CK POTATO
- 4
IN 3
SHAD LOW
l HERBAGE A.u`S
1 J0
�ATIEOLiA.
€
r4rA7�_-R
I PLANTS
I P`VV
I
_
'P ONTEDERIA CORDATA
PICKEREI! ` 17ED
4
IN 3
-SHALLOW
HE ?BACEAi�S
L C
jNATER
I
! PLANTS
SB
' SCI'OENOPLECTUS TABERNAEI\f1G,I-AN!
I SCFTSTFLM BULRUSH
4
1N
SHALLOV%,'
HERBA(_'L
1�n
VVATE.R
I PLANT_
LTI
SAURU'RJS CERNiJUS
1_17ARD TAIL
4
IN3
SHALLs'4^vr
! HERBACEAUS
Do
tiryATER
PLANTS
PRE#
TO [
BEL(
All plants within _nC sha..ow rc{er _ones „n,ay.p vat.. zones sfoI
be instaled between April 1 � and A�gust 31 installation of shallow
water and deep 'water plcnts outside or this period er'alls a s'gn ticant
risk of 'enure ❑nd may only be pertorr-ned upon m jtuaf cgreement
bet'freen the !nstallct'on contrcc*or and he designer, owner or owner's
representative.
All herbaceous plants, unless otherwise Indicate- shall be grown in
conta'Ir,ers of 4.5 cubic inches ar greater capa ( large plugs').
Shrubs, if specified, shall be grown in container, of 170 cubic inches
greatr or e apa ;ity (`gal rlons ).
All plcnts (other than turf grasses installed on the side S€opes) must
be native to the swore physiograahic region as the *etland_ The
genetic origin: ("provenance"f of the plants shall be as close as
feasible to the wetland site_ Specific permission should be obtained
from tF,e designer, owner, or owner's representative before installing
plants with a genetic provenonce of more that~ 20 , miles from the
wetiar~c site. ``xcept for provenance, genetic d versit'y is en�-ourcged
end aI_,tiVCrS should not be utilized.
The installer must take great care to ensure t-at plants a hJaitinq
installation are k.eht moist and shaQed at Qll times. Under no
circumstances shall plant roots be allowed to dry out during transport,
storage or installation.
Each planti+..cu area "',shollow inr'Id and shallow water) shall be clearly
ider'Itified and marked prior to installing plants. Vertical distance from
normal pool ;permanent pool3 shall be the primary mecrs of ?ocating
the planting areas.
I
All pants ',w, h!n the wretlar:d proper �s cikjw Water arld shallow land
zones, shah b e installed cs arge � r:Its of a single plant species,
unless otherwise specieled.
Planting holes or slits of herbaceous species Insta�led in s ioilovr land
zones shall be deep enough tc alloy the crovin of the pltirt to be at
grace level, while roots extend vertically into the substrate without
kinking. SOIl should not be loosened ,nnore- then neCessar ,
Planting CIeS Or SItS Ot nerlJaC a:S speales 1rlStai e In Shcl':O N water
r t
Pc P^ P ''1 Y �n r p
.I I nt .o be at
zones shall be deep ,.Hough �o �.Ilo.v the cro r� � �,... p a
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t r r II r I h„ r extend e _ ca
r level r� 2 �e,�v: arc... Live 4v e roots e
grade e .. �, up .o , y
r
into the substrate without kinking. Soil should not be loose -led more
than necessary.
SHRUE PLANTING
1880 SF
' 500 - 4 IN 3 CONTAINERS
SF - 100
DP -100
e PW -100
SB - 100
LT - 100
OUTLET
STRUCTURE
TSHRUBS
50'24,33
30.0 t
-
RB -(1)
: ; •L' 1 DY - (3)
SHALLOW LAND AREA
1566 SF .;•: 13.f ', r} iH - (3)
400 - 4 IN 3 CONTAINERS
SFR - 80
JPW
CF-80
0
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SM
- 80
0
When Ifeta .g c "+ a'Irerkzedtrees ared shrubs E^ loose soIIC DI ntE rg
1
holes should equal the width of the container. When instclling
ASPHAL-
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�on_c.Inerizev t.` � and 5h JO5 t � t Or i0 LL�eG SO'.'S an area r
1,
,
PARKING
t.
of sal, t'�rin,. tnF ,h;Id�n of the ;:cntainer should bye loosened oefore the
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planting ho � is c _g In the Center of the loosened area. In no Case
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should the :Ades of the planting note he rc,,jnc!, slick and compacte
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n:ting holes for shrubs sha �/ +i g
Pla!I be 2 0 2. the height of he root
FOREBAY ,t
ball. P;oot flore shall be set slightly above grade level, After
288 SF
placement r the Hole, loose soil shall be added to form o mound
twice the dia,met_r higher than the top the tall,L
1
RB (1
and slightly of root
-
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completely co%er a it. Once plcnts are set in place, soil must be
pressed genti,, b - firmly against the ent', e root mass, working in c
IH
deep to C -ection. sc that water can move via copil ary cction
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BUFFER
from the so',I to --rye plant roots.
�
PLANTED IN
Approximctely grams of a balcnced slow release fertilizer shell be
instaIlen rex; c egad herbocenus ane.e plug *;thin the wetland,
Aparoximctely �} gr.-ms of a balcnced slow release fertilizer shall be
installed next to eachwccdy achon shrub.. the wetland. Fertilizer
r-noy ne omitted 6 inches O` fertile topsoil has been app':ied
throughout tI-.e 'rAretiand.
DY - (3)
t is the resor_';-,i!ity of THE GENERAL CONTRACTOR to ensure that the IH _ (3)
soil in each pin, , ,qg area is most or we: when plants are instoiied
and for 42 doys after installatior,, It is the responsibility of CrAD'.NG }}
CONTRACTOR to ensure that the wetland draw dovxr orifice does not
clog, cauSl ,AJc er '.evels tp remain high ord killlnq t ant-,.
so � SD
At least � _ : 6e� shop be utilized, with no more than 3u% of any
single species oecies not on this list may be u`ized if they are 1
native to th st and physioaraphic region in which the wetland is
located ant 2) ',% - adapted to the hydrology of sh.c.lew water vetlond.
zones,
E E E E
Shchow VIc,er 7c -s shop be planted w, th 50C)
(norn-IGlly 4; cUr _ ; cs desired) square feet. E �� I
Any of the - _ ,;. g species racy be installed in the Shallow Lend
ram"
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2-ones � I � r� � A� east 5 s „_ ..s s a b., u _ Feu w t o
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more than_ : = any singe species. Species not or, this list may
be utilized I th_-: :are 1 , na?Ive to thle state and pnyslonraphic region
in which the v� ,-:nd is located and 2) weil adapted to the hydrolor;y
of shallow Ic -d etland zones.
Shallow L�in•d Zc -s shall be planed with (64) shrubs (1 per normc!a y
16 SE )ad'_, cr desired square feet.
GENERAL NOTES
1, ANY EXISTING ROOTS EXPOSED BY CONSTRUCTION ACTIVITY
SHALL BE SEVERED CLEANLY WITH A PRUNING TOOL.
REMOVE ALL BURLAP
FROM ROOTBALL IF 2, DO NOT DISPOSE OF ANY �_ HEMICALS, PETROLEUM PRODUCTS,
SYNTHETIC. ROLL OR REMOVE SOIL ANY OUTSIDE THE LIMIT OF WORK.
DOWN OR CUT AWAY
IF NATURAL FABRIC
3, LANDSCAPE CONTRACTOR SMALL BE RESPONSIBLE FOR DETERMINING
0, 5 WASHED THE LOCATION OF ALL UNDERGROUND UTILITIES AND SHALL BE
TONE RESPONSIBLE FOR REPAIRI�C DAMAGE TO ANY UTILITIES AS A
RESULT OF INSTALLING ANY LANDSCAPE MATERIALS,
4. WETLAND PLANTS SHALL BE PROVIDED BY AN APPROVED NURSERY
COASTAL PLAIN CONSERVAT ON NURSERY, INC. HAS PROVIDED
NUMEROUS PLANTS FOR FAST PROJECT,
LANDSCAPE NOTES
1, LOCATE ALL EXISTING UTILITIES PRIOR TO INSTALLATION OF PLANT MATERIAL. NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN
FIELD CONDITIONS AND THOSE SHOWN IN PLAN,
2. ALL PLANT MATERIAL SHALL CONFORM WITH THE STANDARDS SET FORTH BY THE AMERICAN ASSOCIATION OF NURSERYi AND THE
WRITTEN SPECIFICATIONS,
3, PLANTING BEDS TO BE MULCHED WITH A MINIMUM OF 3" LONGLEAF PINESTRAW. ALL PLANT GROUPINGS SHALL BE MULCHED AS ON
BED,
4, ESTABLISH POSITIVE DRAINAGE IN ALL PLANTING BEDS AND AWAY FROM BUILDINGS.
5, APPLY PRE-EMERGANT HERBICIDE TO ALL NEW PLANTING BEDS AT MANUFACTURERS RECOMMENDED RATE PRIOR TC INSTALLATION
OF MULCH.
6. DO NOT INSTALL PLANT MATERIAL IN IMPERVIOUS SOILS(i,e. HOLES WHICH, WHEN FILLED WITH WATER, DO NOT CQVi"LI=TELY DRAIN
WITHIN TWO HOURS.)
CENTIPEDE
GRASS
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250 SF
265.50' r
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GRASS f �x `` r
6" ROOF I
DRAIN .
o LA. RB -(9)
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8320 SF BUILDING
FAMILY DOLLAR STORE] N IJ
Q ' 0 5 WASHED S ED W
f rL Sp FLOW
TONE
rr 0 4" EARTHEN
I o4 So � SAUCER TO AIRET-
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{ V ' IN WATER
i ^ ri O ENTION W
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C vc r ' �, O Q O PREPARED PLANTING SOIL
O __j ! TO DEPTH OF 8" TO 10-
"� h ox Ci
x f i BELOW ROOTBALL UM
PUWT PIS 2 T1MES
r N, r v
1 , DIIAmEIFR OF ROOTBAi
0 p Ip REMOVE ALL BURLA
O i 1 ] p \\ - FROM ROOTBALL IF UNDISTURBED 5UB RADE
0 p I $ f SYNTHETIC, ROLL TO HOLD ROOTBALL
f 'r DOWN OR GUT AWAY ���� DETAIL r 1+. r` IF NATURAL FABRIC TREE
NOT TO Si
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p0 FINAL PLANS
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12' LANDSCAPE BUFFER o0 0 4 3 :5" LINES LOUD
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LANDSCAPE LEGEND
i f QTY US 'QTY RGD
x KEY 117 WD SCIENTIFIC NAME i COMMON NAME PLANTING SIZE ! CATEGORY TYPE
RB 6 ti Be}uia ni ra-- giver BIRCH' ''2' cal. TREESr'`ARSE DE;;IDUO'US
_ 9 I )l_ I
0 Der 15 23 Ilex vorEitor!a 'Nana' )iarf Ycljporl Holly teal. SHRUBs(SMALL) EVERGREEN I
N �IIndian H'avrt orrl 18";'7 gal. !SHRUB(SMALL)? EVERGF: EEN
LANDSCAPE PLAN NOTES:
STREET YARD LANDSCAPE REQUIREMENTS
MIN LANDSCAPE STRIP W 12' WIDTH
LARGE TREES 1 TREE -W HEIGHT - PER 30 FT FRONTAGE
SHRUB$ 5 - PER 30 FT FRONTAGE
FLOWERING TREES - 3 Ti 5' HEIGHTS- PER 1i FRONTAGI
PARKING LANDSCAPE REQUIREMENTS
16,080 SF PARKING
8% = 1286 SF
FRONT YARD LANDSCAPE STRIP - 2003 SF
PARKING LANDSCAPE AREAS - 1397 SF
Ove"LL
3,3 AMPS'TOTAL S . FTA 74.75
: WEIGHT= 4500
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10/23/12
'AMLICO ENGINEERING SERVICES, PLLC
LICENSE NO. P-0530
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PAMLICO ENGINEERING SERVICES
128 Abbey Lane
Washington, NC 27889
252-945-2983
[e-mail]
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-_ ... 12019
Scala: 1 II = 20'
heat No.
C-004

.�_+;1_12. �i A.A.Ce .,.h 1:a�.,:a. . .'.. `.•.•r ... , .. ., ., v.. ,.' r'1... 1.1 fA a.a L. i1A,p3 .41�1, �.11./h:4=S►i 1L.hd.�. .. :p: H: rY. 1'�f
1 CREATED WETLAND
NTs
6 4"
TOP OF MAER
EL. 44.00
15" PIPE
2.64
a2.54
O.C.
rlrt wtIh L,W.
1." DRILLED
OPENING /\ OVER FLOW STRUCTURE
INV 43.00 \
��., Scale: Not To Scale:
OVERFLOW STRUCTURE TO BE CONSTRUCTED AT TIME OF
BUILDING THE WETLAND AND USED AS A TEMP SED BASIN.
PRIOR TO INSTALLATION OF THE DRAW DOWN ORIFICE ALL
SEDIMENT SHALL BE CLEANED OUT AND DISPOSED OF OFF
SITE IN AN APPROVED PlT.
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NOTES:
ALL PLANTS SHALL BE INSTALLED AS LARGE DRIFTS OF A SINGLE
PLANT SPECIES, UNLESS OTHERWISE NOTED, THE QUANTITIES PROVIDED
IN THE PLANT LIST FOUND ON SHEET C-004 ASSUME THE PLANTS WILL
BE PROVIDED IN BAGS OF 50 PLANTS EACH, SEE SCHEMATIC DIAGRAM
ABOVE,
PLANTS LISTED IN THE PLANT LISTING ARE JUST A FEW SPECIES WHICH
MAY BE USED. THE CONTRACTOR MAY CHOOSE TO LOOK IN THE
NCDENR BMP MANUAL CHAPTER 6 FOR OTHER VARIETIES OF PLANTS
WHICH MAY BE SUBSTITUTED FOR THOSE LISTED, IF REVISED PLANTS
ARE TO BE USED THE ENGINEER IS TO BE NOTIFIED
ALL PLANTS INSTALLED IN AREAS NORMALLY COVERED BY WATER SHALL
BE INSTALLED BETWEEN APRIL 1 AND AUGUST 1, INSTALLATION AFTER
THIS DATE ENTAILS AN INCREASED RISK OF FAILURE AND MAY ONLY BE
PERFORMED UPON MUTUAL AGREEMENT BETWEEN THE INSTALLATION
CONTRACTOR AND THE OWNER.
DRIFT DETAIL -PLANT DISTRIBUTION
Scale: Not To Scale:
&� 2' MIN,
MRy,
All a l
CARRY RIP RAP UP BANK1'
FREEBOARD
NO. 5 WASHED STONE
ID
DEPTH OF
FLOW
.- e-n• p'O �OOo DITCH
.'
I I
I I
NATURAL GRADEILINE
E
B RIP RAP
WITH FILTER FABRIC
$" MIN.
1,LGIM
8 Check Dam Detail
Scale: Not To Scale:
POND PLANTING NOTES CENT.:
CONTRACTOR SHALL TOP DRESS THE
PLANTED SHELF WITH GOOD SOIL
MATERIAL TO SUSTAIN THE LIFE OF THE
PLANTS DURING PLANTING.
4„ CAP
` TEE
PORARY STORAGE
SHALLOW WATER
EMERGENT PLANTS
@ 18., O/C
SHALLOW LAND
SHRUBS
© 36" O/C
P
Ai _E DFILLE
TOP OF OVERFLOW WALL 44 0
ORIFICE EL 43.00 %•,
mm
ASPHALT
ENTRAHMExww r
P11Vi>I�] mm OF
PLAN VIEW
To amajA=
-oarAMOtaAL AM POUSTM t. oI• MILS To BE A •ARUM OF 36 FW wWE
-ALL OONCREW SHALL BE 3= PST.
•-MVATM 'B" MOM MVATION "A' EWALS 1 OM.
ASPHALT OR W WAY
FOAM Ml1H C ABC STONE
AND i T �1
EXIISM
PLT S�
BMACIFnL
TYPICAL SE TI N
MA DRf*Wi c 14M
MINIMUM 10 GAUGE
LINE WIRES
1. CURB SHALL BE TAPERED TO NNW FLUSH VM SIDEWALK.
2. Bi0>N W RAMM SHALL NOT DMO" ON ADACM PROPERM BASED ON A PROfECTM OF THE
PROPERTY LW FROM TW RIGHT OF WAY TO IM CURB W_
3. S1DE,MAkX SEC1101i % LL NOT BE REOUMiED ALONR STREETS 1MICH ARE NOT PLANNED FM SgEMNLK.
9 NCDOT STD. DRIVE ENTRANCE
CScale: Not To Scale:
PR
CLASS "1"
4" ORRIFFICE
PIPE WITH
1." DRILLED
OPENING
12.64
42.54 t. � /•..
2
r-NO. 5 WASHED STONE
OR NO. 57 STONE
AREA TO BE DISTURBED ROADWAY
.1
1,. 2, SHOULDER
CULVERT
SECT1914
2 ARC FILTER DAM
STEEL
NTS
POS
VARIABLE AS %�CfWW%E ENGINEER WOVEN WIRE FABRIC
-� SILT FENCE FABRIC
SILT FENCE FABRIC -- - 3'-0. FILL SLOPE
INSTALLED TO SECOND
< . x WIRE FROM K x MINIMUM 112'-
/21�AU
,>- INTERMEDIATE WI
GRADE 6" MINIMUM COVER
" OVER SKIRT
ANCHOR SKIRT AS DIRECTED
BY ENGINEER +
FRONT VIEW SIDE VIEW
4 SILT FENCE
Scale: Not To Scale:
70' MIN.
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
Y-3" STONE TO BE USED
EASTING (SURGE STONE OR RAILROAD
ROADWAY BALLAST
6" MIN.
25' OR WIDTH OF PLAN VIEW
PROPOSED STREET,
YMICHEVER IS
GREATER.
35' MIN.
EXISTING ROADWAY
15' MIN.
'I-F'A�IC UNDER STONE
CROSS SECTION
N�
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE
CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE LAUD
IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE
STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED
BEFORE ENTERING THE PUBLIC ROAD.
Imo.
USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW.
STANDARD CONSTRUCTION ENTRANCE
1 O Scale: Not To Scale:
12" MIN,
%
FILTE FABRIC TO
BE KEYED INTO
TOP OF SLOPE AND
USED IN AREAS WHERE A
PERMANENT STAND OF GRASS
IS NOT ACQUIRED.
5 TYP. SLOPE DETAIL
Scale: Not To Scale:
PIPE OUTLET TO FLAT AREA NO WELL DEFINED CHANNEL
PLAN
6 SWALE TYP
NTS
� c°Qoc�-
oO 0°d•0 a"C
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7o�� �°�
La
NPRAP MIN La
LASS DEPTH {d) PLAN
A 9"
1 2' - 2"
La 2
v
O°O O O j
PERMANENT SEEDING
ON ALL SLOPES
FINAL PLANS
FOR REVIEW ONLY
NOT FOR CONSTRUCTION
PIPE OUTLET TO WELL-
La `
00 ..
O) 31
\i� O O 00
�
A �
SECT#ON THRU PIPE
SECTION THRU PIPE
NOTES: 1. La IS THE LENGTH OF THE RIP -RAP APROra.
2. do IS THE NOMINAL SIZE OF THE OUTLET P;F_
3, IN A WELL-DEFINED CHANNEL EXTEND THE A= 'ON
UP THE CHANNEL BANKS TO AN
ELEVATION OF 6"
ABOVE
THE MAXIMUM TAILWATER DEPTH OR TO THE '' P
OF THE BANK. WHICHEVER IS LESS
WIDEN CHANNEL
AS
NECESSARY TO ACHIEVE REQUIRED WIDTH 4T '_'STANCE La FROM OUTLET. RIPRAP ENTIRE DISTURBED
PORTION OF THE CHANNEL.
4 A FILTER BLANKET OR FILTER FABRIC SHC_L[ PF
INSTALLED BETWEEN THE RIP -RAP
AND SOIL FOUNDATION.
11 OUTLET PROTECTION DETAIL
Scale: Not To Scale:
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LICENSE NO, P-0530
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PAMLICO ENGINEERING SERVICES
128 Abbey Lane
Washington, NC 27889
252-945-2983
[e-mail]
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- Shset No.
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