SW7130405_APPROVED PLANS_20130628 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW :ndZo5--
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE��j
iJ(Qa�
YYYYMMDD

OWNER: EASTERN PRIDE, INC.
2405-F NASH STREET
WILSON, NC 27804
GENERAL CONTRACTOR - STOCKS AND TAYLOR
CONSTRUCTION, INC
WASHINGTON, NC
NOTE:
ARCHITECTURAL REQUIREMENTS SHALL BE SPECIFIED ON THE
ARCHITECTURAL PLANS AND SHALL NOT BE SEALED UNDER THE CIVIL
ENGINEERING SITE WORK.
SUMMARY OF SITE:
GENERAL BUILDING INFORMATION
BUILDING USE: COMMERCIAL - RETAIL
BUILDING SIZE: 8320 SF
LOT SIZE 1.70 AC.
ZONING INFORMATION:
ZONING: B2
SETBACKS: MINIMUM BUILDING SETBACKS (UNLESS NOTED)
FRONT: 15'
SIDE: 10'
REAR: 20'
MAX. ALLOWABLE LOT COVERAGE = 60%
PROPOSED LOT COVERAGE = 0.65/1.70 =38.2%
PROPOSED BUILT UPON AREA = 0.65 AC
UTILITIES:
WATER LINE - TOWN OF BATH
WASTEWATER - ONSITE SEPTIC
WASTEWATER SERVICE: 4"SEWER
WATER SERVICE: 3/4" WATER SERVICE
ELECTRIC SERVICE- CITY OF WASHINGTON
NATURAL GAS - N/A
ALL NEW SERVICES SHALL MEET ALL
NC BUILDING CODE REQUIREMENTS
ALL EXISTING UTILITIES ARE SHOWN
BASED ON FIELD EVIDENCE
PRIOR TO ANY DIGGING NC ONE CALL SHALL
BE CALLED AND CONFIRM LOCATION AND SIZE
OF ALL EXISTING UTILITIES.
PARKING REQUIREMENTS
PARKING SPACES TO BE TYPICAL (10 FEET X 20 FEET) NLESS
OTHERWISE NOTED
PARKING SPACES REQUIRED: 47
PARKING BUILDING CODE REQUIREMENTS: (1 SPACE PER 200 SF RETAIL )
PARKING PROVIDED TOTAL - 47 (and 1 PER EMPLOYEE )
HANDICAPPED ACCESSIBLE - 2
HANDICAPPED ACCESSIBLE PARKING TO BE (2 EQUAL SPACES)
P OCAL CODE
SIGNAG
WALL SIGN MAX AREA = 128 SF
FREE STANDING SIGN MAX AREA = 64 SF PER ORDINANCE AS
OF 2/6/13 - OWNER TO INSTALL SIGN AREA OF 48 SF
MAX SIGN HEIGHT = 10 FT GROUND LEVEL
N0. OF EMPLOYEES = 5----1 —
SEPTIC TANK VOL - MIN 1800 GAL
DRAIN FIELD - 333 SF
2 DRA LIN - 56' X 3'
NOTE:
PARKING LOT AND BUILDING LOCATION HAS BEEN RELOCATED AT THE
OWNERS REQUEST TO PROVIDE A 15' BUFFER YARD ON THE FRONT. THIS
REQUIREMENT WAS NOT SET FORTH IN THE ORDINANCE WHEN THE PLANS
WERE ORIGINALLY SUBMITTED. PER THE ORDINANCE OF RECORD A 5'
BUFFER YARD WAS REQUIRED FOR ALL PARKING AND A 15' SETBACK FOR
BUIIVQINGS..
FA Me. KleN
3,3 AMPS TOTAL
OVERALL
SO. ice.= 4-75
WEIGHT= 4509
IN--�8 D3 "W
II 38
1 I
1 39
I
DUMPSTER
PAD (2)
WITH LANDSCAPE
FOR SCREENING
6 CREPE MYRTLES
FOR SCREENING
12' SWINGING GATE
ON FRONT
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ASPHALT I
PARKING 4d
41
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BEAUFORT COUNTY BOARD OF EDUCATION
D.B. 726,
PG.
720
D.B. 837,
PG,
797
M.B. 17,
PG.
77
ZONED
R-2
6653-24-1862
PROP. 8'X8'X4"
THICK CONC PAD W/
6"DIA STEEL BOLLARDS
PLACED BY OWNER
N 47°19'34 W 86.26 N 51°35'51'
6653*-8255
1—
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I
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119
5
8320 SF BUILDING
FAMILY DOLLAR STORE
FF EL.
I
6" DIA STEEL
BOLLARDS TO BE
PLACED ALONG I
SIDEWALK 6'-4" 0/C I
4
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SS S5 _.
� S� 10' MONOLITHIC SIDEWALK —�,;SS
v v . 1
\\ 3 4 5 6 7 8 9 i10 2
slcN I
40 I
263 sO87 �5 41
1 36 V 10.0
5 FT ' 1 v ` 1�3 14 15 16 117 18 19 20 21
' OH
E
\ S 3 01N�LANDSCAPE BUFFER
ER
MARGARET A. MIDYETTE
D.B. 837, PG. 797
D.B. 1160, PG.167
M.B. 17, PG, 77
ZONED B-2
6653-25-9184
I
PARKING I I
0'X20' (TYP) I I I
I
r —
23 24 25 I 26-- T27
o
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0
979, HE
\LASCALE g - OHfi
/ _tl OHE I 5' MBL
S 43°28 16 E 7 — —
0 S 47°17'43"E 100.26'
# i I OHS 51CA RVIE —
WATERSIDE DRIVE �/
_ (NCSR 1 3) s�
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99.97'
OHE--__
MECHANICAL
PADS
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FINAL PLANS
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FOR REVIEW ONLY
co
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OHE
_ —— —— __ _
IA
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ge Chu oh �j'� W ���'- �wv
W --_
\` w==ad1eY W - ---- Construction - T - - IN ° ° J / 9 2 ` '� U 9 -K
`- -
EXISTING W------------
�� \ WATERLINE W I �� -------------7----�--
`� W W� W -------T W W
I YX W BOA oMnteer i epartrrW�cdnt f W X W W W
X STATION 80 `
1 TYPICAL PAVEMENT SECTION
Scale: Not To Scale:
?" SURFACE COURSE
3C STONE
COMPACTED SUBGRADE
STANDARD NCDOT
ENTRANCE
2" SURFACE AN
8" ABC STONE BASE
TIE TO EXISTING ASPHALT
2 SITE PLAN
SCALE: 1" =20'
PROPOSED
3/4" WATER METER NOTE:
W/ BACKFLOW PREVENTER
AND RPZ IN HOT BOX WITH SEE SHEET C004 FOR
ELECTRICAL TO PREVENT
FREEZING NCDOT LANE WIDENING
SEPARATE SERVICE FOR
IRRIGATION WITH RPZ & DETAILS
HOT BOX
BOUDNARY SURVEY AND TOPO PROVIDED BY:
[phone] License No.: C-1623 '252) 229-0872
Washington, NC Vew Bern, NC
MAYO AND ASSOCIATE'S, P.A.
10121 US HWY 17 South LAND SURVEYING VANCECORD, NC 28586
PROPOSED
SEPTIC SYSTEM
1- 1800 GAL MIN TANK
2 DRAINFIELD LINE - 3'X56'
RECEIVED
JUN 7 2013
DWQ-WARO
ORMWATR
IRS .:!-I ! ,i.;.
`,EMENT CAMM'a
0 20' 40'
VICINITY SKETCH
( NOT TO SCALE )
CAROZ
SEAL
20212 z_
4101 NEFq-.
'AMUCO ENGINEERING SERVICES, PLLC
LICENSE NO.
P-0530
t3
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7i3 CL.'Et-
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Ser
PAMLICO ENGINEERING SERVICES
128 Abbey Lane
Washington, INC 27889
252-945-2983
[e-mail]
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lie No.
13009
Scale:
111=
20'
Sheet No.
C-00 1 I

OWNER: EASTERN PRIDE, INC.
2405-F NASH STREET
WILSON, NC 27804
GENERAL CONTRACTOR - STOCKS AND TAYLOR
CONSTRUCTION, INC
WASHINGTON, NC
8" RCP OUTLET PIPE W/ FE
ITLET PROTECTION
1ITH CLASS B RIP RAP
1ITH FILTER FABRIC
=8' INV IN = 5.9
1=5' INV OUT =5.8
181,
110 =5.52 CFS
'10=3.12 FPS
,A =1.70 AC
VOLUME 3456 CF
DEPTH = 3'
0 10 = 5.52 CFS
DA = 1,7 AC LANDOWNER
Y
L=60 VIARGARET A
\ w= 30 D.B. 837, PG, 797
BEAUFORT COUNTY BOARD OF EDUCATION D.B. 1160, PG.167
D.B. 726, PG, 720 M.B. 17, PG. 77
• - _-= --_ D.B. 837, PG. 797 ZONED B-2
_ - 81.5 FORBAY DEEP POOL 300 SF M B 17 PG 77
6653 2 1
CLASS B RIP RAP AROUND
6" ROOF DRAIN PIPE ZONED R-2
6653-24-1862 6" ROOF DRAIN PIPES
INV IN = 10
EROSION CONTROL CONSTRUCTION SEQUENCE 1I J 4 \--_ __ __ _ _ _ _ _ __ INV OUT a 5
1. OBTAIN AND POST COPY OF CERTIFICATE OF EROSION CONTROL PLAN APPROVAL. ((( 2 3 55
-------"
2. CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL DEVICES AS INDICATED ON THE DRAWINGS OR
SPECIFIED IN THE SPECIFICATIONS. PROPOSED OVERFLOW
3. ONCE EROSION CONTROL DEVICES ARE INSTALLED, BEGIN DEMOLITION OPERATIONS. STRUCTURE SEE DETAIL 1 / / 5 EL EP I 10 '
/ / I O &75 N 35 51 DISTURBANCE
4. MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING CONSTRUCTION. INSPECT DEVICE AFTER EVERY RIM = 9 I j („ , 11.31
RAINFALL EVENT AND CLEAN OUT TRAPS AND /OR CHECK DAMS WHEN HALF FULL. ORIFICE INV = 8 (; , / j / EP TSW
ADDITIONAL DEEP POOL ' `( -EL S. 50 11.69 12.39 TSW I LIMITS
5. AS CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION CONTROL DEVICES AS INDICATED ON THE 580 SF 12 47 _ - _ - - - - FOLLOWS THE
11 PROPERTY LINE
DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, OR AS NEEDED OR DIRECTED BY ENGINEER. � 65 -L..� AND SILT FENCE
6. SEED AND MULCH DISTURBED AREAS AS STATED BELOW BASED ON WORKING DAYS:
-
A. UPON COMPLETION OF ANY PHASE OF CONSTRUCTION _ _ _ I ! g,7S _ 1 - B. WHEN WORK WILL NOT PROCEED IN AN AREA WITHIN THE ABOVE TIME FRAME. I I I
7. AFTER SITE IS STABILIZED, REQUEST AN INSPECTION BY THE ENGINEER. UPON APPROVAL OF SITE I TSW II '
STABILIZATION, REMOVE TEMPORARY EROSION DEVICES, DRESS OUT AREA AND SEED AND MUCH. PERMANENT / 1 II I I I EP 12.39 'o I
EROSION CONTROL DEVICES SHALL BE INSTALLED AND APPROVED BY ENGINEER. I (; ( I 11.05 EP EP
PROPOSED OVERFLOW I (� ( I.I l 1 1 EL I 11.71 12 09
WEIR N I l (�l 1! I &75 I \ 1 I ' TSW J CD=1a' Z co I I �_ 12.35 Jo
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 SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDING WITHIN
THE PLANTING SEASON, IF POSSIBLE IF STAND SHOULD BE OVER 60X 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.
1 TEMP DIVERSION SWALE
NTS
EL= 9.5 C)- � l „ ` 1
SEE DETAIL (� N I , ,I , I I ( x -`' TSW
I _
TSW
-f 12.35 I \ Z
ON
T W o �m
7 O o (� DIVERSION EP I I .47 _
SWALE I I T W z \FINAL PLANS
I ASPHALT I I 12. 7
I! 3. I I PARKING I FF I
/ ! SWALE 1 .45 I 12.55 FOR REVIEW ONLY
8.00 PROP. SWALE TO
DIVERT SITE ( TSW 10' MONOLITHIC SIDEWALK NOT FOR CONSTRUCTION6�.75 WATER INTO BMP 12.3 r, • ' i ,• i,
TSW W
I
DA= 0.58 AC �, EP �„ / 12.35 r ,
Q10=1.88 CFS 1 v 1 �
N
I EP
>DA TEMP // / / _ V 10 =1.10 FPS v�� 1.85 \\ I \
DAM / 11.85 O
TAIL // �/// / / EL 6.5 EL 5.0 1A�\\� I o
EP o
i
11.87 I
SITE BENCHMARK
TOP OF CONCRETE HEADWALL
ELEVATION = 9.85
CR
O SECTION KLnnvvL LxI� I.
15" RCP
AND GRADE TO
DRAIN
V.
PLAN VIEW
I
( Cj J'11iI 12.45
I
>lJ Q- l l l l EL t o
CIO
z
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I
TEMP
EP I \ ASPHALT I I
9.00 1 PARKING I
FORBAY DEEP 'o I I TA I
POOL= 288 SF TA
I 11.10 1
\ I 9.48 IV 1 EP
DRAIN 11.87
�I
OHE
3 OHE EP i� A\ SHE T DR IN
9 I EP
ISHE T DR IN
12' I A\
99.79' OHE E - - - - - - TA
_ -
- - - /o �� 1 .27 11.40 I 5' MBL
.0 S 43� E 1 HE _ _ --t- 0
DISTURBANCE - - - EP L ��
LIMITS - - 10.77 r��' �' EP S 47° 1 77 43 E 100.26' OH
FOLLOWS THE - EP -- --- r 0 %" "r � REMOVE EXIST. SEE DETAIL 51° �'33"E 99.97' �o
PROPERTY LINE ' - - - " - - \ _ OHE
10.79 PR POSED AR FILTER
11.42-----oV ,o(J 5" RCP -- --- -------
CLASS B RIP
- � r
- OUTLET PROTECTION EP
Q10= 2 CFS�11.38 - - - -
0v\� V 10 = 2.1 EPS - y �\ - EP - --- -- -- -- MATCH EXISTING
L=5 In 11.48 ----- -
W=5 11.38 -+------------- -- --- ------ -
R, Of ------- D-18" ---- EP49---=----------- ------- - - - - - - -
I --- - ---- - -- --
t ENTRANCE .� ; ������ �
OP - - - - - - - -
_ PR, 80 LF OF 15" RCP ' �T ��(7
_ INV O = 8. 1 N > C " � \ ` 9 G V
ConsfruCtipn T-----_- INV OUT = 8.27 ` \
DISTURBANCE
LIMITS
FOLLOWS THE
PROPERTY LINE
GRADE PARKING LOT TO DRAIN
INTO SWALE ALONG END OF PARING
STALLS. NO WATER SHALL
DRAIN OFFSITE INTO EXISTING
DITCH
WHAT DOES THIS PERMIT REQUIRE ME TO DO?
\ ISTING U/ rc - ' - -
r - -
- - -
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 KEEP RECORDS OF THESE INSPECTIONS AND ANY CORRECTIVE ACTIONS TAKEN.
SEEDING PLAN
EROSION AND SEDIMENT CONTROL PAN
YOU MUST IMPLEMENT THE EROSION AND SEDIMENTATION CONTROL PAN APPROVED FOR YOUR PROJECT BY THE
OPERATION & MAINTENANCE
YOU MUST PROVIDE THE OPERATION AND MAINTENANCE NECESSARY TO MAINTAIN OPTIMAL PERFORMANCE OF STORM
1
AREA NUMBER
1
1. TEMPORARY SEEDING
DIVISION OF LAND RESOURCES OR BY AN APPROVED LOCAL PROGRAM. ADHERENCE TO THAT E&SC PLAN IS AND
WATER CONTROLS. THIS MEANS TAKE CORRECTIVE ACTION IF EROSION AND SEDIMENT CONTROL FAGLITIES ARE NOT
ENFORCEABLE COMPONENT OF THE STORM WATER PERMIT.
OPERATING PROPERLY! OPERATION AND MAINTENANCE INCLUDES, BUT IS NOT LIMITED TO:
PLANING DATES
GRASS TYPE
POUNDS/ACRE
DRAINAGE AREA IS SAME AS ENTIRE SITE AREA
G STURBED AREA
1,707
YOUR E&SC PLAN ILL IDENTIFY AREAS WHERE THE MORE STRINGENT 7 AND 14 DAY GROUND STABILIZATION
DEC. 1 - APR. 15
RYE ( GRAIN)
120
SEE SHEET C004 FOR ROAD WIDENING DETAILS
REQUIREMENTS APPLY. SEE "NEW GROUND STABILIZATION REQUIREMENTS" ON PAGE 2.
REGULARLY CLEANING OUT SEDIMENTATION BASINS.
AC
LESPEDEZA
LESPEDEZA
50
STABILIZING ERODED BANKS OR SPILLWAY STRUCTURES.
APR. 15 -AUG. 15
GERM
GERMMILLET
40
MONITORING AND INSPECTIONS
• REPAIRING/CLEARING OUT INLETS AND OUTLETS.
THE PROPERTY IS SHOWN ON FLOOD INSURANCE RATE
MAP 3720664200J, DATED MAY 15, 2003 AND
PERCENT
46.51 %
REPAIRING PIPING, SEEPAGE AND MECHANICAL DAMAGE.
AUG. 15 - DEC. t
RYE (GRAIN)
izo
• YOU MUST KEEP A RAIN GAUGE ON SITE.
REPAIRING SILT FENCE DAMAGE.
LIME
3,000
THE PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD
• DEDICATED DEMOLITION AND OTHER WASTE AREAS AND EARTHEN MATERIAL STOCKPILES MUST BE LOCATED AT
IMPERVIOUS
FERTILIZER
10
00
HAZARD AREA
LEAST 50' FROM STORM DRAINS OR STREAMS UNLESS NO ALTERNATIVE IS FEASIBLE (NEW REQUIREMENT).
REPORTING
MULCH
STRAW
STRAW
4,000
• YOU MUST INSPECT ALL E&SC MEASURES AT LEAST ONCE A WEEK AND WITHIN 24 HOURS AFTER ANY STORM
REGULAR INSPECTIONS AREA CHANCE TO CHECK IMPACTS NEARBY WATERS. ANY OBSERVE SEDIMENT THAT
I
JTAL DRAINAGE
1.707
,
ALL POT ELEVATIONS
S LEVA ONS ARE EDGE OF PAVEMENT UNLESS
EVENT GREATER THAN A HALF INCH DURING A 24-HOUR PERIOD). YOU MUST TAKE IMMEDIATE CORRECTIVE
(
IF
HAS DEPOSITED IN A STREAM OR WETLAND, YOU MUST NOTIFY THE DIVISION OF WATER QUALITY REGIONAL OFFICE
A
2. PERMANENT SEEDING
OTHERWISE NOTED. CONTOURS ARE SHOWN IN 1' INCREMENTS
ACTION FOR ANY DEVICE FAILURE.
WITHIN 24 HOURS AND PROVIDE WRITTEN NOTICE WITHIN 5 DAYS (SEE #3 ON PAGE 6 OF THE GENERAL PERMIT).
AREA
• YOU MUST INSPECT ALL OUTLETS WHERE STORM WATER RUNOFF LEAVES YOUR SITE AND EVALUATE THE EFFECT
PLEASE SEND A COPY OF THIS CORRESPONDENCE TO THE DIVISION OF LAND RESOURCES (DLR).
PLANING DATES
GRASS TYPE
POUNDS/ACRE
EMERGENCY
95
ON NEARBY STREAMS OR WETLANDS, OR CAUSES A VISIBLE INCREASE IN TURBIDITY (CLOUDINESS) OF ANY
SEPT. 1 - OCT. 3
TALL FESCUE
200
NO WETLANDS ON THIS PROPERTY. ALSO TAR PAM BUFFERS FOR
WATER BODY.
NON-COMPLIANCE & RNES
,
KOBE LESPEDEZA
50
THE EXISTING DITCH HAVE BEEN VERIFIED BY DWQ PERMIT N0.
TAKE COMPLIANCE SERIOUSLY! PROJECTS THAT VIOLATE STORM WATER PERMIT CONDITIONS AND/OR HAVE
SPILLWAY E L E
RYE (GRAIN)
25
DWQ-EXP # 12-0872
�.jaw j.�i�-_
UNAUTHORIZED WATER QUALITY IMPACTS ARE SUBJECT TO FINES. CIVIL PENALTIES OF UP TO $25,000.00 PER DAY
LIME
FERTILIZER
10-10-10
4,000
1,000
V D L
UI M E 1 Y R 24
2 0 8 9 C F
-� a - FOR EACH VIOLATION MAY BE ASSESSED.
MULCH
STRAW
4,000
Site Area t ip Stabilization Timetrarne ExeePtions
-
THERE ARE NO WETLANDS ON THIS SITE.
L
1 R EVENT
Perimeter dikes, swales, ddchas and slopes 7 days None
I
BOUDNARY
SURVEY AND TOPO PROVIDED BY:
V,, A T E R QUALITY
4 3 5 4 C F
High Cit+ally Water (HOW) Zones 7 days Norm
_
IMPERVIOUS AREA TOTAL 34,582
[phone]
license No: C-1623 [phone]
fs`"s steeper than 3A 7 days II slopes are 10' or less in lergM and are not
S\�
VOLUME
Washington,�N�C�
New Bern, NC
steeper than2:1„14daysareallowed.
�
0 20'
40'
(/�)'
16'1 A Y"
fir%} 1 �° �°
A A S O C NI IT P, A
ice, Slope$ 3:1 or Paver 14. days 7 days tar slopes greater than 50' in length.
- U T A L SURFACE
4 6 9 5 S F
1 !' if r.J rJ , .
TOTAL DRAINAGE AREA ( 74356.92
�
LAND SURVEYING
e Aaotnerareas with stopes flatter than 4,1 14days None. except for perimetersand HOW Zones,
� SE
AREA SF
10121 US
HWY 17 Soutn
VANCEBDRD, NC 28586
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PAMLICO 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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13009
Scale: 1 " = 20'
Sheet No.
G002

WETLAND LANDSCAPE LEGEND
KEY
QTY
SCIENTIFIC NAME COMMON NAME PLANTING SIZE
CATEGORY
TYPE
B
IL'=X ALABRA --IN'D BERRY GAL
SHAI_L0W
SHRUB
'
LAND
SS
3
CLETH, ALNIFOLiA — SUM lERS1vEET GP,t_
SHALLOW/
- SHRU
'LAND
WM
3
MORELLA CERIFERA WAX MYRTLE GA,L
SHALLOW
SHRUB
LAND
R
BOSA PAL'uSiRIS I 5t1Ai,,'P ROSE
G,A'
HALLO'N
SHRUB
17
j
P
VIB1­RI Ulf L-0DU? T P ✓SST'GHAW
UAL
_LAND
S,HAt LOW
_
SHRUB
2
AND
SFR
!
JUnCUS LFFUSbS SOFT RUSH
- `'3--
nHAI LOW
N EBA,EAUA
80
LAND
PLANTS
Rv
CHAS�IAI`THIUJ M LATIr COM RIVER OATS
_
4 'N3
SHF,L-OVd
H_ RBACEAUS
v,
LAND
PLANTS
SM
j
ASCLE'nIAS INCARNATA xNAMF' fAILKWEE
4 IN3
I SH Al SOW
Fa RA Z, C E A US j
R_I
I
T
I LUpO
j P' aN'S
'W
EUPATORIADELPHOS MACULATUS JOE P`� ,NEED
4 IN3
SHA L(A
� I-EP ACE IJS
80
LAND
P:AN-S
CF
LOBELIA CARDNAI CAR D'NA FLOWER
4 IN3
SHOT I OW
DEPBsCEALIS
8G
AND
PTAN'S
SF
AC0RUS pplr N1CANt-S WEFT FLAC
4 IN3
SHALLOW
_
HERBACEADS�
00
1A ER
PLANTS
�DP
_
SADITTARIA LA7!FO'_IA DUCK POTOTO
4 IN3
S ALL0V11
HEREACEAUS
I
I
NAIER
PLANS
PW
Ie0
PONTEOERIA CORDATA PICKEREL WEEC
j 4 IN3
AI1_OW
VOTER
HERBE,CEAUS
PLANTS
SB
SCH(DEN OPLFCTJS TABERNAEMO'. TAN! Srjr TSTE-M BULRUSH
j 4 iN3
' A:LLOW
HEREACEAUS
AD
1J41ER
PLANTS
LT
..__
SAURURUS C'ERNIUJS IZAAR JAIL
-
4 N3
SI. ALLOW
-
HEPEACEAUS
100
--
i
— - -
_I
RATER
_ SLANTS J
All plarrrs within the shallow wa er zones and deep ater zones shall
he Installed betweer April 15 and Angus, 3 rs al,tior of shallow
water and deep w cater plants out_id.- of this period entails a significant
risk of failure re and may only be sert ormed a ,n mutca q eement
between ne inst.al:ation r untractor and .he designer, owns, or cwrer's
represerrtut-ce.
AI' herbcceous plants, unless ctnerwise Indicated na,l be or ,%,n in
anta;hers of 4 5 cubic inches or y: eater opac tr 0iorge slugs')
Enrubs, if -specified, she I b, grown in co:rtc.rers of 170 --join inches
or greater capacity ('galons').
All plants (other than turf grasses installed on the side slopes) must
be native to the some physsogrophlc leg o as :he wetland- The
genetic origin ("provenance") of the slants shall be as close as
feasible to the wetland site. Specitic permissior should be obtained
from the designer, owner, a. owner's representative befc e nstc ing
plans wit'I a generic proverance of more than 200 miles fro,,- the
wetlu-nd site Except for p over.ance, q rc,lc diversT;y is ,encouraged
and cult,vors should not be utilized.
The insta le. must take great core to ensure that plants awaiting
stallanor- are kept moist and shaded a, all ti res. i-nde, no
cl turns cars shall. plant roots be aJowed to dry oat dunng transport,
staaae cr installation.
Each planting area (s.`:cllew land and shallow water) shall be clearly
Identified and mGrked prior to installing plams. Vertical distarce from
normat pool (permanent pool) shall be the primary means of locating
the planting areas.
Ail plants within t'ne wetland proper (shadow vvater and shallow land
zones) sholT be rnstclled as large drifts of a sm le pVet species,
arless otherwise specified.
Planting holes or slits of herbaceous species lcsta'led n shallow land
zones snull be deep enVueh to allow the crown of the c art to be at
grade level, ,-hie roots extend vertically eta the substrate without
kinKing. Soil should not be loosened more tha,necesscrv.
nting holes or slits of herbaceous species in,-r red it shallow sster
zones sha,i be deep enough to allow the - own of the plant to -e at
grade level or up to 2" below crude level, whi e_ roots extend ver=:ally
mo the suastrate without kinking. Soi should not be loosened more
than necessary
When installing containerized trees end shrubse loose sails. platting
hales should equal the width of f- e conc .ner. w,`hen installing
contamel,ized trees and shr olds on tight or compccted sol s, an area
of soil twice the width of the container sh ,aid be loosened before the
plantrrg hole is dug In the center of the Icoser_o ores. In no case
should the sces of the planting nole be roundstick and compacted.
Plant'ng hobs for shrubs shall be 1/.�, to /3 tre neigh, of the root
bad, Pont flare shell be set slightly cbcve grade level After
placement in the hole, loose soli shall be added to fo rr a mound
tw1ce the diameter anc sightly higher than the top of the root ball,
completeiy covering :t. Once plants are set in place, sot+ roust be
pressed gently out firmly against the entire root mess, ro rkina Ir a
deep to shallow direction, so that water con ma e via capillary action
from the soil to the plant roots.
Approx;motely 5 grams of o balanced slow .;eiecFa tferjill7er shalt be
installed next to each herbaceous Icree lea wilnin the w6 !ant
Appi oyirrrately 20 grams of a balanced s orrelease fie tll ze- shall be
nstalled next to each woody gallon shric the w_tlano. Fertilizer
mey be omitted if 6 inches at fertile topsoil has been applied
throughout the weLond.
It is the responsibility of THE GENERAL CONTRAST:O; to ensure that 'ne
soil in each planting area is moist or we, when plants are installed
and for 42 days after installation. is he respensibility of GRAD'=NG
CONTRACTOR to ensure that the wetland draw down orifice does not
side, causing water levels to remain high and killing the plants.
At least 5 species shall be utilized, with no more than 30% of any
single soecles. Species not on this 'is" may be utilized if they are 1)
ant:ve to the state and physi;grophlc region in which the wetland is
o_oted coo 2) well adooted 'c the hynroloay of shallow water we'i(Iod
zones_
Shallow Water Zones shell se panted with (500`, p!cnts spacing 1 per
(normally 4, adjust as desired) square feet.
Any of the following species may be-nsiolled In ;he Shallow Land
Zones \IIST'_D ABOVE) At least 5 species shah be tilized, v;ith no
more than 30% of any single species. Spedes rot on this list may
be utilized if they are 1) native to the state and physiographic region
in which the wehond is located and 2) wed sedated to the hydrology
of shallow land ve ticnd zones.
Shollow Land Zone, shall be planted with (64) shruos (1 per nrrrnclly
16 SF )adjust as desired square feet.
SHALLOW WATER AREA
1927 SF
d' ;,
500 - 4 ;N 3 CONTAiNE
Ion
I,\
DP -100
PW -100
SB - 100
..
i T — Inn
o 0 0 8 58 03 »W 8
0
0
DEEP POOL
580 SF
/ °
O
0
0
GO
OJ' LET
0F
S F J C TORE °
0
SHALLOW LAND AREA
1600 SF
400 - 4 IN 3 CONTAINERS
S` R 80
RC 80
pW 80
CF 80
ct,n ern
FINAL PLANS
FOR REVIEW ONLY
NOT FOR CONSTRUCTION
1600 SF AREA
64
SHRUBS
IB
- 13
SS
- 13
WM
- 13
SR
—13
P-
12
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0 "
C) 0
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0
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0 288 SF
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BE/ UEORT L(IIJN (Y K�,y✓,'R ,' F E' T
D.B. 726, PG. 720
D.B. 837, PG. 797
M.B. 17, PG. 77
ZONED R-2
6653-24-1862
6" ROOF
P":AF�GA�?�T A. i''v�ID`rETTE
D.B. 837, PG. 797
D.B. 1160, PG.167
M.B. 17, PG. 77
ZONED B-2
6653-25-9184
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FAMILY DOLLAR STORE 1
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IJ Cir,- Chin_ — ------ -------------
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Bath Volunt er�re'pmeT - W � W W\ W / W —
I \N STATION 80
GENERAL NOTES
1. ANY EXISTING ROOTS EXPOSED BY CONSTRUCTION ACTIVITY
SHALL BE SEVERED CLEANLY WITH A PRUNING TOOL.
2. DO NOT DISPOSE OF ANY CHEMICALS. PETROLEUM PRODUCTS,
OR REMOVE SOIL ANY OUTSIDE THE LIMIT OF WORK.
3. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING
THE LOCATION OF ALL UNDERGROUND UTILITIES AND SHALL BE
RESPONSIBLE FOR REPAIRING DAMAGE TO ANY UTILITIES AS A
RESULT OF INSTALLING ANY LANDSCAPE MATERIALS,
4. MIN. 10% LANDSCAPE COVERAGE REQUIRED
LOT SIZE 1.7 AC
LANDSCAPE AREA - 0.17 AC
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 NURSERYMEN 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 MANUFACTURER'S RECOMMENDED
RATE PRIOR TO INSTALLATION OF MULCH,
6. DO NOT INSTALL PLANT MATERIAL IN IMPERVIOUS SOILS(I.e. HOLES WHICH, WHEN FILLED WITH WATER.
DO NOT COMPLETELY DRAIN WITHIN TWO HOURS.)
LANDSCAPE LEGEND
0 1 T� 1 T
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----------
w W —
OWNER: EASTERN PRIDE, INC.
2405—F NASH STREET
WILSON, NC 27804
GENERAL CONTRACTOR — STOCKS AND TAYLOR
CONSTRUCTION, INC
WASHINGTON, NC
KEY
QT Wp GD
SCIENTIFIC NAME
COMMON NAME
PLANTING SIZE
CATEGORY
TYPE
RB
2L
ret,jIc r cl-c
River aIRCH
cal_
TET- E;1
uAC DJr;_vS
CP,4
40
LAGERST'TOE's11A NDICA
CREPE VIYR-11E
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aI.
I_SI ILI- `1
P�
E ERGRE�_N ~.
u
Rhoph.ulecs ��
20 � ,- i� r,a'ccj
ndian Hawthorn
8' z awl.
SHBc B ,TALL)
---
E : _..GREEN
0 20' 40'
2
2
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c
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W
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20212
�AMLICO ENGINEERING SERVICES, PLLC
LICENSE NO. P-0530
i11=`U,<,
IM
"s
PAMLICO ENGINEERING SERVICES
128 Abbey Lane
Washington, INC 27889
252-945-2983
[e-mail]
13009
1"=20'
ClillillltO031
„

TOP OF BERM EL =10
EMERGENCY SPILLWAY EL = 9,5
WEIR LENGTH = 15' 2'X3' OVERFLOW
STRUCTURE
RIM EL = 9
I 4" ORRIFFICE I
PIPE WITH I SHALLOW LAND
/ L 1,13." DRILLED I EL 8,75
j OPENING TPE 9
�---
TREATMENT
VOLUME
SHW7 8 ! MIN. 4354 CF
—L
_ L 1 —' PPE
/ 3"-6" SHALLOW
WATER
EL 7.5
8"-36"
' 18" RCP
_j INV IN 5.9
INV OUT 5.8
DEEP POOL
EL = 4
2' X 3'
TOP OF WER
DEEP POOL
EL = 5
1 CREATED WETLAND
NTS
INV IN 15.9
NV OU 5.8
q5 0 12" O,C
PIPE WITH E.W.
1.13" DRILLED
OPENING ; OVER FLOW STRUCTURE
INV 8
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 PIT.
FOREBAY
EL = 5
4" PVC SCREW CAP
4" PVC TEE
17
TEMPORARY STORAGE
4" PVC CAP
W/ 1.13." HOLE DRILLED
TOP OF OVERFLOW WALL 9.0
ORIFICE EL 8
CLASS `10
so'
I
® ®
® ®
® ® ® ®
® ® ®
® m ® ® ® ® ®
SHALLOW WATER
EMERGENT PLANTS
m ®
® ®
m ® ® m
® ® ®
® e ® ® ® ® ®
@ 18" O/C
C
G
C C
O
O C C O C
0
0
o C
0 C
0 C 0
C
C
C 0
O
C C O 0 0
SHALLOW LAND
SHRUBS
NOTES: @ 36" O/C
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
0
AREA TO BE DISTURBED
SEDIMENT
STORAGE
EL 4
MINIMUM 10 GAUGE
LINE WIRES
NOTE:
SKIMMER IS TO BE A SURFACE
TOP OF BERM DEWATERING DEVICE SUCH AS BMP
EL 10 SKIMMER OR APPROVED DEVICE.
INLET
_- f�
FLEXIBLE JOINT
(RADIATOR HO`_
OUTLET END: CONNECTION
TO OUTLET PIPE OR RISER
VARIABLE AS DIRECTEDXIBY 1HE ENGINEER
SILT FENCE FABRIC I
INSTALLED 70 SECOND
a
2OUGH DOOR
A7
NOT INCLUDED WITH SKIMMER SUPPLIED BY USER,
2 STANDARD SKIMMER DETAIL
Scale: Not To Scale:
4 SILT FENCE )-
Scale: Not To Scale:
ENO. 5 WASHED STONE
OR NO. 57 STONE
ROADWAY
SHOULDER
CULVERT _y
SECTION
8 ARC FILTER DAM
NTS
ARE TO BE USED THE ENGINEER IS TO BE NOTIFIED
/2 O" MINIMUM
ALL PLANTS INSTALLED IN AREAS NORMALLY COVERED BY WATER SHALL zo'
BE INSTALLED BETWEEN APRIL 1 AND AUGUST 1. INSTALLATION AFTER RADIUS
THIS DATE ENTAILS AN INCREASED RISK OF FAILURE AND MAY ONLY BE ASPHALTRIV* _
PERFORMED UPON MUTUAL AGREEMENT BETWEEN THE INSTALLATION 7 ENTR NCE
CONTRACTOR AND THE OWNER, EXSTING EDGE OF
PAVEMENT
PLAN VIEW
DRIFT DETAIL - PLANT DISTRIBUTION
Scale: Not To Scale: NOTES To coNTRACTaR:
-COMMERCIAL AND INDUSTRIAL DRIVEWAYS TO BE A MAXIMUM OF 36 FEET WIDE.
2' MIN.
CARRY RIP RAP UP BANK
010 1vUL
NO. 5 WASHED STONEfi'rj
FLOW •. d00 �OO�
O 01
o o
II I I I II il
NATURAL GRADE III-
LINE CLASS B RIP RAP IC
WITH FILTER FABRIC
6' IAIN. - VARIFc
1' FREEBOARD
(MIN,)
1
1 DEPTH OF
DITCH
9 Check Dam Detail
Scale: Not To Scale:
-ALL CONCRETE SHALL BE 3000 P.S.I.
'-ELEVATION "B' MINUS ELEVATION "A" EQUALS 1 INCH
DRIVEWAY ENTRANCE WITH
ASPHALT DRIVEWAY MAXIMUM RECOMMENDED GRADES
ENTRANCE WITH 8' ABC STONE
AND 2' AS ALT 5
5-5 * Fy
EXISTING
PAVElPELLT1
COMPACTEE
BACKFILL
TYPICAL SECTION
NOTE%
i. CURB SHALL BE -APERED TO FINISH FLUSH WITH SIDEWALK,
2, BEGINNING RADIUS SHALL NOT ENCROACH ON ADJACENT PROPERTIES BASED ON A PROJECTION OF THE
PROPERTY LINE FROM THE RIGHT OF WAY TO THE CURB LINE,
3SIDEWALK SECTION SHALL NOT BE REQUIRED ALONG STREETS WHICH ARE NOT PLANNED FOR SIDEWALK,
10 NCDOT STD. DRIVE ENTRANCE
Scale: Not To Scale:
MINIMUM 12-1/2 GAUGE
INTERMEDIATE WIRES STEEL POST
WOVEN WIRE FABRIC
SILT FENCE FABRIC
T
3 ° 26" FILL SLOPE
_-
GRADE GRADE
GRADE6" MINIMUM COVER
OVER SKIRT *
2'-0"
SKIRT AS DIRECTED
ENGINEER
SIDE VIEW
NOTE:
USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW.
,G
3 —al
6 SWALE TYP
NTS
70' MIN.
BUT SUFFICIENT TO KEEP
SEDIMENT ON S17E
'2"-3" STONE To BE USED
EXISTING (SURGE STONE OR RAILRO,�=
ROADWAY BALLAST)
6" MIN
25' OR WIDTH OF
PROPOSED STREET,
WHICHEVER IS
GREATER,
EXISTING ROADWAY
PLAN VIEW
35MIN,
15• MIN,
`FABRIC UNDER STONE
CROSS SECTION
NOTES:
1, PUT SILT FENCE OR TREE PROTECTION FENCE TO ENSURE
CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THa? THE MUD
IS NOT REMOVED BY THE VEHICLE TRAVELING --,'ER THE
STONE. THEN THE TIRES OF THE VEHICLES MC_- BE WASHED
BEFORE ENTERING THE PUBLIC ROAD.
STANDARD CONSTRUCTION ENTRANCE
11 Scale: Not To Scale:
NEW CONSTRUCTION
12" MIN.
BOTTOM ANCHORE
NOTES:
1, DRIVE STEEL FEN
LEAST 18" INTO
2, WOOD POST ARE
PROTECT WEIR WITH FILTER 5
RETRIEVAL
SKIMMER DETAIL
+
(SEE DETAIL)
FABRIC AND RIP -RAP
ROPE
WEIR
1g"
TI�}�—
FILTER FABRIC
J.17
w
0
_RCP_
L-42
5'x3'x18­
6" STONE APRON
NOTES.
WEIR DETAIL
1. USE FOR DRAINAGE AREAS N07 EXCEEDING 5 (FIVE) ACRES..
2, EARTH BERM SHALL BE STABILIZED w/SEEDING ACCORDING
70 TOWN SPECIFICATIONS..
LINE WEIR
WITH
RIP -RAP
DRAINAGE AREA WEIR LENGTH
(ACRES) (FT)
1 4.0
2 6.0
3 8.0
PIT
JUTE NETTING (TYPICAL)
SPACED 15' APART
TOP OF DAM
4 10,0 �'-"""""",'�"`� DITCH AND BURY
5 12.0 FILTER FABRIC FILTER FABRIC EDGE
1 DIMENSIONS SHOWN ARE MINIMUM WEIR LENGTH = 15' (MIN. 12" OF FABRIC)
MAINTENANCE
INSPECT TEMPORARY SEDIMENT TRAPS AND EMPTY SKIMMER OF ALL DEBRIS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE
SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH
OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF
THE GRAVEL FACING,
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS
A MINIMUM OF 1.5 FT BELOW THE LOW POINT OF THE EMBANKMENT, IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT 70
SLIGHTLY ABOVE DESIGN GRADE, ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY,
STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY
AFTER CONSTRUCTION
WITH SEEDING.
r 1 STANDARD SKIMMER FILTER BASIN
J Scale: Not To Scale:
PIPE OUTLET TO FLAT AREA -
NO WELL DEFINED CHANNEL
JJ
M 0
O0
O O°0
0O0o°°°°0
Oo°O°Ooo
°COCt H�t°O°0
0�OD 0
OOo°OD00000
C
00
C?° ° P° C
O °
�000 0 r
La
RIPPAP
CLASS DEPTH (d)
A 9-
B 1' - 6"
2 2"
FINAL PLANS
FOR REVIEW ONLY
NOT FOR CONSTRUCTION
PLAN
PIPE OUTLET TO WELL -
PLAN
La 2 3• La
O�
SECTION THRU PIPE SECTION THRU PIPE
NOTES: 1, La IS THE LENGTH OF THE RIP -RAP APRON,
2. do IS THE NOMINAL SIZE OF THE OUTLET PIPE..
3, IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE
THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS. WIDEN CHANNEL AS
NECESSARY TO ACHIEVE REQUIRED WIDTH AT DISTANCE La FROM OUTLET, RIPRAP ENTIRE DISTURBED
PORTION OF THE CHANNEL,
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIP -RAP AND SOIL FOUNDATION.
12 OUTLET PROTECTION DETAIL
Scale: Not To Scale:
3 3 Z
C
8
PROFESSIONAL SEAL
`�`ruuunq�q
SEAL =
20212 % z_
10 HLV_ I
PAMLICO ENGINEERING SERVICES, PLL
LICENSE NO. P-0530
eR f iiIi-+.%
',E-1
(°1 V,i"
PAMLICO ENGINEERING SERVICES
128 Abbey Lane
Washington, NC 27889
252-945-2983
[e-mail]
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