SW7070908_APPROVED PLANS_20080303

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

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LEGEND
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PCBox 3,6
Gamasn. NG 29821
[phone]
(BEAR 338AE52 Red
wE,BAh manr°bev¢m
Elizabeth City /
Pasquotank County
Regional Airport
Nixonton Township
Pasquotank County
North Carolina
RECEIVED
DEC 17 2007
n„•e
FUNDS
STORMWATqER
APPR09EYy, 1.
A 9TH CARD IAA ENVIRONMENTAL
MANARGFA_ENTCOSOSSICN
TO IC 4 CFWATEP HEW THE
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C'r .q- PRINT No 4090 qOg
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DEC 17:_,7
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Projecii. 070169
Drawing
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Checked'. ADD
Approved SCR
Cale: 080707
SM1 ei W
CROP: 1:30
REVISIONSS1117PER -ITT PRO COCA KIM
SHEET TITLE
STORM WATER
MASTER PLAN
SHEET NUMBER:
1

VICINITY MAP
TAXIWAY "G"
0 PROPOSED CONCRETE
IT 0 cISING,EPRALT \A
0
PROPOSED wEeaeLT
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HYMM
ROBMVP
150 US EVY 158 c
PO Box G39
Camden, NC 2792'.
[phone]
(e59) 838 535Pte
vp=v Fymanmher, com
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Elizabeth City /
Pasquotank County
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Nixonton Township
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North Carolina
ProjeGN 070169
Drawing #. 070169 Airport
Drawn: SMl
CSeckert: KDH
Approved SCR
Date: 08,07.07
Sheet 20
Scale: 1 30
REVISIONS:
DATE OESCRIPTICN
SHEETTITIE
STORM WATER
MASTER PLAN
SHEET NUM BER.
2

VICINITY MAP
PLO
0
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PROPOSED STORM
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PROPEr HER
BATCH LINE
Capli CONTOURS
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DIRECTOR
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GRAPHIC SCALE
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LJ DATE DESCRIPTION
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SHEET TITLE'.
CONSOLIDATED RD. S.R. 1131 (60'R/W) STORM WATER
I i _
MASTER PLAN
SHEET NUMBER:
3
Ra
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PROPOSED (SUPP,ETE
E.STNA ASPHALT
ESCALNG ASPHALT s ORmwe.R ATER � TLAoorcPi1Oor°rv�
ExsT.c TOP OF BANK
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PROPOSE DITCH
DRAIMANE AREA
ETUrH DARK
EXASTUNG STORM
DRAINACE PIPE
PROPOSED STORM
DRAHREE PIPE
PROPEr HER
BATCH LINE
Capli CONTOURS
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DIRECTOR
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GRAPHIC SCALE
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- - - — 6
- -_ - -REVISIONS'.
LJ DATE DESCRIPTION
O,rO - - - - --------------------------..- - - - - - - - -
SHEET TITLE'.
CONSOLIDATED RD. S.R. 1131 (60'R/W) STORM WATER
I i _
MASTER PLAN
SHEET NUMBER:
3
PROPOSED (SUPP,ETE
E.STNA ASPHALT
ESCALNG ASPHALT s ORmwe.R ATER � TLAoorcPi1Oor°rv�
ExsT.c TOP OF BANK
EMODRA DITCH
PROPOSE DITCH
DRAIMANE AREA
ETUrH DARK
EXASTUNG STORM
DRAINACE PIPE
PROPOSED STORM
DRAHREE PIPE
PROPEr HER
BATCH LINE
Capli CONTOURS
CROWBAR FLOW
DIRECTOR
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GRAPHIC SCALE
10
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- - - — 6
- -_ - -REVISIONS'.
LJ DATE DESCRIPTION
O,rO - - - - --------------------------..- - - - - - - - -
SHEET TITLE'.
CONSOLIDATED RD. S.R. 1131 (60'R/W) STORM WATER
I i _
MASTER PLAN
SHEET NUMBER:
3
m
HA
ROBED`
--- --------- 150 US HAy 158E
SO Eca 339
amtlen, NC 27921
[phone]
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Sf.H"N....
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RD
Elizabeth City /
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- - - — 6
- -_ - -REVISIONS'.
LJ DATE DESCRIPTION
O,rO - - - - --------------------------..- - - - - - - - -
SHEET TITLE'.
CONSOLIDATED RD. S.R. 1131 (60'R/W) STORM WATER
I i _
MASTER PLAN
SHEET NUMBER:
3
Nixonton Township
Pasquotank County
North Carolina
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- - - — 6
- -_ - -REVISIONS'.
LJ DATE DESCRIPTION
O,rO - - - - --------------------------..- - - - - - - - -
SHEET TITLE'.
CONSOLIDATED RD. S.R. 1131 (60'R/W) STORM WATER
I i _
MASTER PLAN
SHEET NUMBER:
3
I i _
MASTER PLAN
SHEET NUMBER:
3
MASTER PLAN
SHEET NUMBER:
3

PLANNEDFGI GRAFTS BE
AIR
F PAD
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PPERMANENT
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OUTFLOW STRUCTURE
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OFECE OF COASTAL AREA MANAGEVE,-
IAKF Or ANTS FROM D ISE AC -AS
PLANTING METHODS SEAT BE DEHE'AINED
ACCORDING To PLANTS CHOSEN (FRIOR TO
DIGGING LEE TURNS OF FTE PLANTS SHOULD UE
CUT 0
EL PF IT ( ET FULL RUSH DEATH IT IS PROCESS
VE SURRVAL DATE OF
OF I AL PLANTS)
COMPROVIEMON NAME
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Elizabeth City /
Pasquotank County
Regional Airport
Nixonton Township
Pasquotank County
North Carolina
KEY PLAN:
PHASE
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IIIi� -
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DETAILS III III SIP Sue E 3�vs __ � \ru_ ASparked KOH
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SHEET TITLE:
J� \ B 3a DETAIL DRAWINGS
POND DIMENSIONS SHEET NUMBER
IT 6

THE )RAG ore SHALL
_
COMPLY NOT OT APPLICABLE E R=ON RME
NTs OF m
AND Nc°STATUE AND SPECIPACALOUNS OF FILE DEPARTMENT OF NATURAL
RESOURCESE EROSION
AND
(COMMUNITY DEVELOPMENT NBLa°L MEASURES BE PRON ALLs TSEo GRADED R'HALLof GROUND R(ECI OWE
o
CALEFDAN DATA R COMPLETION OHHEPCRES TFIE
CONTROL MEASURES SHALL EVRn
CLEARING, SHALL CONTINUE DURING FILE CONSTRUCTION PSHALL ro NECESSARY MAINTSENTAINCE UNTIL THE TIVICFUNIST ELrC
AL
MR/OR STATE EROSION AN LAWS SHALL GTEENE
RESPONSIBILITY OF CONTRACTOR THUS eARAGRAPP IS NELSON TO SERVE ONLY AS A
ETO CONTRACTOR FOR COMPLIANCE WH STOP ON CPR AND
GL unERTN4ANDSeDroROTETc STRUCTURES AND FACILITIES SEDIMENTATION
H
WOUNTRACHUR ITEMS TO BE
OLIMITED SINS NATURAL WATERWAYS DRAINAGE DITCHES. %VALES DRIVES ROADS LAWNS AND STREAMS
EROSION CONTROL MEASURES
SLUING MIXTURE RATE rV/ARE
PENSACOLP o
KOBE LESPEDE A 'FENCES LESPEEDEPA
la
THED GRENADA
5. WHERE OA NEATAUD AREA,APID ARANci IS DESIRED ESIREDAOU T DEBATE OAND R SE TO DO INCREASE a eF TC aD NITACRENURSE .
83ETAREEN AWaL 15 AND AUG TO FESCUE WOMAN MILLET OR 15 FLOWERS SECAUCU S&
AFTERPRIOR TO MAY OR AFTER PUG. 15, ADD 25 LOVERE RYE (GRAM)
APO LO °ASSBEST POSSIBLE
EARLY GOODS HE 15-MAR-
FALL SEPT 1-SPET 30 SEPT T-OCY At
SEEDING SCHEDULE
IT
ar
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(B
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ALL MODEST AND INSTALLATION ET
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TODAYROADS CI N
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5
1, STEPS FOR INSIDE DEPTH GREATER THAN 4
INSIDE DIUMANSIMS
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SHALL RE EQUAL TO FILE
LARGEST CULVERT SAM ENS
16- IN EACH AM
PRECAST CONTROLS
SET CULVERT
WHO INSIDE WALL
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W6GEDIN/10 EXAM
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COMPACT SUBRAD. TO 95% OF ASTM D LEE
DROP INLET
OLD
THE CONTRACTOR SHALL CUT TO BE NEEDED "NEVER OR _ EAT MOVING H'-�OAREAS
PLADISCUSS Y AS
89ESSl _ -FOR EFFECTIIVEA he AM OFFER UNACCEPTABLE GROWTH ON E SEEDING BUD EAS'S
N 5 INCHES
CLODS SHALL BE NATTELF AND TEE TOP }_y INCHES OF�THE ESOIIL°SHALL P BE WORKED INTO A TH OF CRT LESS SJFCeRD BY
FILE UPS GF PULVERIZEND 5, OR HARROWS. THE PREPARATION OF SEEDBEDS SHALL NOT BE DONE MEN
TEE SOIL IS FROZEN OR EXTREMELY ACT
SOILAMENDMENTS
JKLE AND FEELINGS?
ACCORDING TO SOIL TESTS,- TOWNS GROUND
AGRICULTURALMULCHING
LIMESTOE SE THE LbR RATE ON SAOY SOILS)AND1R➢N CAROL 10-10-10 FERTILIZER
R/T Y ASPHIUL NRTSG ROR ONvuwR COVER OF RMPNG MIT A MULCH
SUITABLEANCHORINGMNCHOR
PLANE BY TACKING TOOL
A DISK WITH BLADES AZT EARLY STRAIGHT CEO ESE USED AS A MUYLING TOOL
F GROWTH 15 FEES THAN FULLY ADEQUATE, HEARST= IN LIFE SECOND MAINTENANCE
OR TORNTRE. Y R TRACRFERTILIZE MA-10-10 FERALEVER
DAMAGED AREAS S NEDIANEEDED ENM. OR MOW SERICHACS OMITTED FROM
SEEDING & MULCHING
PC
6 BC84 TYPE He
SUPPROGED SELEAT COMPACTED SACKFUL
lee
12-� �- -� 12"
PAVEMENT REPAIR DETAIL
NTS
E E
CONSTRUCTION
PLASTIC OR
LIRE TIE'
-
CONSTRUCT TEE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA
STRENGTH SYNTHETIC FILTER TOPICS
_
ENSURE SEDIMENT FENCE EXCEED 24 INCHES
A
FILTER FABRIC
APART THE GROUND SURFACE (HIGHER FENCES MAY IMPOUND VOLUMES OF
WATER ANCRawT TO CAUSE FAILURE OF UP, STRUCTURE.)
BACKFILL TRENCH
AND
CUTu6HNTEE TEE BOTHER ROM A c ENUROLL TO TEE LENGTH
lCRCL
STEEL POST
OqBARRITER°AVOID JOIa.SEEN HJOINTS SECURELY
TNECESSARY
TH CLOTH ONLY A SUPPORT POSWHO4FEET WINMun
FLOW
AXA
ov�P 1D THE NEXT PGSL
o
PLE
Per
SUPPORT STANDARD STRENGTH FILTER FABRIC BY ARE MESH FASTENED
STS THE ARE ROLL
N
T
FASTEN E WIRE REINFORCEMENT,
SUPPORTGTE
TO THE BOTTOM OF FILE ENCHCrc
DOCTORS
L
T
PENCRDEPOST PLASTIC
ENE FABRIC THE PENS?
FILE LIST AIDEPALMS
\
ZIPSECURELY
NEW OUTH ONV IMUM 5 TENSILE GTH
1 1
SUPPORT FENCE IS USSR SPACE POSTS A MAXIMUM CF
e NINw un
YE
FEET APART SUPPORT POSTS SHOULD BE DON SEURELY INTO R TC E GROUND A
Ilwm
MINIMUM OF 24 INCHES,
FEET POST SPACING DOES NOT REQUIRE
6
EXTRA ASPHALT FILTER FABRIC ANY A
FABRIC DIRECTLY TO
MESH SUPPORT PIERCE SECURELY FASTER LEE OFTEN
ZIP TES SHOULD HAVE MINIMUM SIC POUND TErun[
STRENGTHARE
rePusnc
1
T
\
7
EXCAVATE A FRENCH APPROXIMATELYINCHES WIDEDIN DEEP ALONG
TEE PROPOSEDNE OF POSTS AND TROUBLE FROM FILE
B
PLACE 12 INCHES OF THE . CLASS ALONG TEE DOOM SIDE OF ME TRENCH.
�G �A
TRENCH MIL OVER THE FILTER AND
FABICAL
BACKALL TTHOROUGH
FEEL POST
CRITICAL T
T COMPACTION OF TEE RACKRLL IS RIT@L TO SILT FENCE
O OF THE
PCOMPACTERFORMANCE
owAANCE
TD.
DO NOT ATTACH FILTER FABRIC TO EXISTING TREES
SILT FENCE
DETAIL
OLD
WIRE FENCE
O,
Be B
EARLONG
�
THE TTRENCH
FILTER FABRIC
MAX HEIGHT
? INSTALL TEMPORARY GRAVEL CONSTRUCTION ORANGE PADS (SEE DETAIL)
2 CEP INSTALL
SF➢SION CONTROL
EVES AT ATE DISCHARGE POINTS ID PRESENT
TATION
3. CUT NEW sWALS AND DITCHES ADD CONSTRUCTION DETENTION POND
-
0. INSTALL THE REMAINING SEDIMENT AND EROSION CONTROL PROTECTION.
5 INSTALL THE ALONE BASE ANN ASPHALT,- FOR TEE PROPOSED PARKING
A PROVIDE A roAT`6TOL➢WWUNG COMPETITION OF ANY Y OR PERMANNOVE ON PHASE OOF
AWES
GRADING; AND. A 6 ROUNDPo%YR FOR ALL DISTURBED AREAS
MON 15 WORKING DATA OR 90 FOLLOWING COMPLETION of A NSTROcnoTOF, DEVEELOPMENNTT Is SnoRErp
7 REMOVE
T FROM
TION
AND RESTORE TO NEEDED
a MNOTORFPAN A9 RONECSE RY�S ALLEONEROsaN c(xTRCL MEASURES Evms.
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150 US 15E -.
A. PEROT ARC DR 97 WASHED STONE SHALL BE USED. PAD TO BE 50' x 20' X 6" DEPTH MIN
PO Box 36
339
B_ TURNING RADIUS SUFFICIENT TO ACCOMOCATE LARGE TRUCKS TO BE PROVIDED-
Camden N.FJ 2>921
C ENIBANCE(S) SHALL BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLcES.
C_ PAD MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT ROW OF MUD
[phone]
ONTO SIREETS PERIODIC TOFERESSING AND STONE VnLL BE NECESSARY
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E ANY MATERIAL MUCH IS TRACKED ONTO ADJACENT ROAD SHALL BE REMOVED IMMEIAIELY
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BLOCK AND GRAVEL DROP INLET PROTECTION
North Carolina
KEY PLAN:
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070169
Drawing SO
070169 Airport SEA
DETAILS
Drawn
GMK
Checke
MEN
Approved:
SEE
Date_
08107107
Seeetk
]p
Sale.
NTS
REVISIONS_
NUM. DATE
DESCRIPTION
1 11-30-07
BACSEO/ADEo UPON
SHEET TITLE:
DETAIL DRAWINGS
SHEET NUMBER'.
7