SW7090412_HISTORICAL FILE_20210726

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

W a ►��
ROY COOPER
Governor
JOHN NICHOLSON
Interim Secretary
BRIAN WRENN
Director
NORTH CAROLINA
Enviro=entat Quality
July 26, 2021
Elizabeth City — Pasquotank County Airport Authority
Attention: Scott Hinton, Airport Manager
1028 Consolidated Road
Elizabeth City, NC 27909
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW70090412
Elizabeth City-Pasquotank Regional Airport
Corporate Hanger Expansion
Pasquotank County
Dear Mr. Hinton:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7090412 for a stormwater treatment system consisting of a wet
detention ponds serving the Corporate Hanger Expansion located at 1028 Consolidated
Road, Elizabeth City, NC expires on December 30, 2021. This is a reminder that permit
renewal applications are due 180 days prior to expiration. We do not have a record of
receiving a renewal application.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal. Also, it was noted in the file review that a designer's certification that
the project was constructed in accordance with the approved plans as required by the
permit has not been submitted. Please include this with your application. Permit
application forms for renewal can be found on our website at:
https:Hdeq. nc.gov/about/divisions/energy-mineral-and-land-
resources/stormwater/stormwater-program/post-constr+action-2. North Carolina General
Statutes and the Coastal Stormwater rules require that this property be covered under a
stormwater permit.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application forms. You can request a copy by e-mailing me at
roger.thorpe(@ncdenr.gov.
Sincerely,
Roger K. Thorpe
Environmental Engineer
North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Washington Regional Office 1 943 Washington Square Mali I Washington, North Carolina 27889
wn�cwawa� �
252.9466481

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GRANTOR -_ _ GRANTEE
f.IT Of ELIZARLTII CITY, a Hm:c 1pnI I MIZABLT11 CITY-1-ASIIUOTANK COUNTY
Cnrpooelep AIRPORT AOUIORITY
1'ose Office Bar lU Poa[ Office Has 1198
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April I1, 1995. A copy of the of.rese, our, in attarbeJ hereto
NbK wade a Parr herear aad Incorpemted here ln.
This Oecd I. nobjte[ to Ihas. certain Restrictions as set at In [hot
re rla(- Head fro- United States of Anerlea . City of El lzabtlU city.
N.C, aM Pawgwtank Ceenty. B-C,, tldch said peed Is d-IY al record
Is Ited N-k A6. at Pal. I51 In the Pasqua[an\ fearer Fettle NeAlsl p.
PAS LIOTANN COUNTY
Deed number 'r5' - Yt 1
Transfer tax i -
.r N..«. ..._.. .. .,a C--udt.
PasP.rolank County Azu6sMS 011ife

OOOB J 7 V PAGE O 9 4
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UNDID STATES 6F ANERIGA
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NC CRID HAD 63 N.C. GRO HAD 63
N 261028.411 H N 281198.303 M
E 877228.605 M E 88318S573 Y
s 5E'4]'47- W 1018.02' TO EIP
NCGS MoNUM1)1T 'COAST S &
S. R. No. 1131
966'3 TO CENTER N.C. HWY. Na 34
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BOUNDARY SURYEY
FOR TBR
ELIZABETH CITY-PASQUOTANK COUNTY AIRPORT AUTHORITY
BEING A PORTION OF THE CITY OF EMADETII CITY PROPERTY
RECORDED IN DEED BOOK 290, PAGE 202
NLXONTON TOIYNSIIfP, PASQUOT NK COUNTY
NORTH CAROLINA
SURYSYED APRD. 22, logo
NOTE
ALL BEARINGS ME REPFADRSD TO M 2D8, P 153
ALL DISTANCES ME HMZaITAL GROUND MEASUREMDITS
L A AIIDE L SRYEY. CERIMY THAT DNS PLAT WAS DRA*H PROM AN ACTUAL
DEED MSC,,,II0Ij IS R
CCORRDDEEDD 01 DEED BOOK 29B PACE 2292- THAT nirs PLAT WAS PREPMED -
ACCORDANCE IND, THE STA/D ARDS OE PRACTICE FOR LNIO S,,%SnNC M
Ut
UORTH CaD1A YAIHESS MY ORIMWµ, SIGNATURE. at
RCCLSTRAna! IA148ER
AND SEAL THIS 25DAY OF "FM . AD., 19,S
RODS L SPRCY REdSTDim WA "VEAL L-2820
Af2DOV E11 a ASSOCUTEA p-k
Ins WE ALE RIND
EL:74DCM city. NG 27"
(91912DS-416!
SCALE: " - IUD' ORW BY: RA
PRO,. No. 100-H1 CAD No. 1-441

FILED in Pa�quotank Countq, NC
on Jan 12 Z(tD7 N IOAi 51 ,Ut
by. �S-mur S+naro
OF GEED$
BOOK 952 PAGE 105
PASQUOTANK COUNTY
Deed number Di —
Transfer tax $ — O
Pasquatank County Asseesor's Office
NORTH CAROLINA THIS INSTRUMENT PREPARED BY:
PASQUOTANK COUNTY WILLIAM H. MORGAN, JR.
PIN NUMBER:
ADDITION TO:
THIS QUITCLAIM DEED, made and entered into this the ly, day of
January, 2007, by and between the CITY OF ELIZABETH CITY, a municipal
corporation duly organized under the laws of the State of North Carolina, Party of the
First Part; and ELIZABETH CITY _ PASQUOTANK COUNTY AIRPORT
AUTHORITY, of P.O. Box 1798, Elizabeth City, NC 27906-1798. Party of the Second
Part;
That the Party of the First Part, for and in consideration of the sum of ONE
DOLLAR ($1.00) to it in hand paid, the receipt of which is hereby acknowledged, has
remised and released, and does hereby forever quitclaim unto the Party of the Second
Part, and its successors and assigns, all right, title and interest of the Party of the First
Part in and to that certain tract or parcel of land situate in Nixonton Township,
Pasquotank County, North Carolina, and more particularly described as follows;
Located in Nixonton Township, Pasquotank County, North Carolina, and
being a portion of the City of Elizabeth City property, recorded in Deed Book
296, Page 292, of the Pasquotank County Public Registry, and more
particularly described as follows:
Beginning at an existing iron pin situated on the northern margin of S. R. No.
1131, at the southwestern corner of an existing tract previously conveyed to
the Elizabeth City-Pasquotank County Airport Authority in Deed Book 778,
Page 313, of the Pasquotank County Public Registry. Said S. R. No. 1131 is
also known as Consolidated Road and has a right-of-way width of 60 feet.
Said point of beginning is further located South 620 08' 48" West 846.80 feet
from the NCGS Monument 'GUARD'. Thence from said point of beginning
South 580 08' 46" West 475.30 feet along the northern margin of S. R. No.

BOOK 952 PAGE 406
1131 to a new iron pin; thence North 31° 5V 14" West 503.50 feet to a PK
Nail set in the southern line of the United States of America property; thence
with said United States of America property North 58° 08' 46" East 475.30
feet to an existing iron pin situated at the northwest comer of the existing
Elizabeth City-Pasquotank County Airport Authority tract; thence with the
existing Elizabeth City-Pasquotank County Airport Authority tract; thence
with the existing Elizabeth City-Pasquotank County Airport Authority tract
South 31 ° 51' 14" East 503.50 feet to the Point of Beginning.
Said tract is bounded on the north by the United States of America, on the
east by the Elizabeth City Pasquotank County Airport Authority, on the
South by S. R. No. 1131, on the west by remaining property of the City of
Elizabeth City, and contains 5.49 acres as per survey and plat prepared by
McDowell & Associates, P.A. and entitled in part "Boundary Survey for the
Elizabeth City — Pasquotank County Airport Authority", dated March 25,
2004, and reference to said plat is hereby made.
This property is conveyed subject to the restrictions set forth in that certain
Deed from the United States of America to the City of Elizabeth City, N.C.
and Pasquotank County, N.C., which said Deed is duly of record in Deed
Book 296, at Page 153, of the Pasquotank County Registry. This property is
further conveyed subject to the requirement that, pursuant to NC Gen. Stat.
Section 160A-279, the property conveyed hereunder shall at all times be used
for a public use by the Party of the Second Part and tt,¢ succepsss rs nrt
assigns. The Tract of land described herein is being combineda with
that[p y, a ge cribed in Deed Bo kk 778, Page 313 Pasquotank Cou lay Registry, and or all purposes t�iis tract of an'd and the parcel
TO HAVE AND TO HOLD the aforesaid tract or parcel of land and all privileges
and appurtenances thereunto belonging to it, the said Party of the Second Part, free and
discharged of all right, title or interest of the Party of the First Part.
IN WITNESS WHEREOF, the Party of the First Part has caused this instrument
to be executed by its duly qualified officials, the day and year first ab v wr' ten.
**described is said Deed will be considered ohs tract oof eland.
�1'�2� (SEAL)
LES L. FOSTER, Mayor
STATE OF NORTH CAROLINA
COUNTY OFPASQUOTANK
I, (.,(l t?a tr. wl&;ap
PQur7upf� a Notary Public of
County, North Carolina, do hereby certify that Dia,e—;:1liyanO.WAA
Pie560-44mplen personally came before me this day and acknowledged that she is City
2)epa4y Clerk of the City of Elizabeth City, a municipal corporation and a political subdivision of
the State of North Carolina, and that by authority duly given and as the act of said
corporation, the foregoing instrument was executed by the Mayor of the City and that the
Depuicity Clerk did seal the instrument with the City's seal and she did attest the instrument as
17ePu%r City Clerk.

BOOK 952 PAGE
407
�..�'�• W� ••o\wR'NESS my hand and official stamp or se , this the
,,.'`p:-.••••-• .<, day of January, 2007.
o;`�p7ARY
P U D Llo. ^`U- -E Nry ota Public
y,.rUO TAtiX !0011 (OFFICIAL STAMP OR SEAL)
My commission expires:
/0.0007

Exclae Tax
FILED In Pupldank Crunly, NC
on Apr 28 1860 al 03:11:50 PM
bgg: Dollio I Summerour
Negioler of Doode
Time. Book and
Tax Lot No........ Addition
....................................... ... ......-.... Parcel identifier No.U.wl.ci.:..'aa.:ax�....:i.'.n53.1 Y, .......
Verified by .... . ...... ......... County on the ......... ..... .
... day of ........... ...,
by ...... ............. .... ......... ......... ............. ............ ... ........
19
i
!fall alter recording to .:_Elizabe eh,_..A%- ,. Pasgup tepk, Cppn [y. Ai rpo[[,Au [ho rity........
...... ... .. .. ..... P 4 . Bqx, 1798,,, Elizabeth City,, NC , 27906
This inelrument was prepared by ....W.ldlie„m
Brief description for the Index 4.589 Acre parcel NCSR 1131
NORTH CAROLINA NON -WARRANTY DEED
THIS DEED made this ... �If(1... day of Harsh
GRANTOR
CITY OF ELIZABETH CITY,a Municipal
Corporation
... .., I9.99 , by and between
GRANTEE
ELIZABETH CITY - PASQUOTANR COUNTY AIRPORT
AUTHORITY
P.O. Box 1798
Elizabeth City, TIC 27906
Enter In appropriate block for each party: name, address, and, If Appropriate, ch.rAcirr at entity, r.q, eorporanon or ...tnrnblp.
The designation Grantor and Grantee no used herein shall include said pariles, their heirs, successors, and .selgns, and
shall include singular, plural, masculine, feminine or neuter es required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Cronee, the receipt of which Is hereby
acknowledged, has and by these presents does grant, bargain, sell And convey unto the Grantee In fee simple, all that
certain lot or parcel of land situated in the City of .. ............ ... ... .... ... .. Rixtitltpn,. ,. ,., ,,. ,, Township,
Pasquotank ,..... County, North Carolina and more particularly denclibed ae follnsa:
All that certain tract or parcel of land containing 4.589 acres, no shown
delineated on that certain plat entitled in part " Boundary Survey for Elizabeth City-
Pasquotank County Airport Authority", said plat being prepared by Ronnie L. Spivny,
Registered Surveyor, under date of January 21, 1999, which said plat Is attached
hereto and is incorporated herein by reference for a more particular description
of thn tract of land dearrlhed herein.
This tract is being combined with that certain tract of land which was conveyed to
Elizabeth City-Pasquotank County Airport Authority by Deed recorded in Book 576,
at Page 693, of the Pasquotank County Registry, and, for all purposes, the parcel
described in said Deed and the parcel conveyed hereunder shall be treated as one
parcel of land.
The property described herein is subject to those certain restrictions as set out in
that -certain Deed from the United States of America to the City of Elizabeth City,N.C.
and Pasquotank County, N.C., which said Deed is duly of record in Deed Book 296,
at Page 153, of the Pasquotank County Registry.
fASDU0IANR f.0U111Y
C,,: �•,nibel n. c. sA, n„ar. ro.n fie, r c un i7 ,y
mn,a er nr.mra, Ma ,a n c. e.a..onnw. — nu ( wa oak eou,.ly Anessors oir"

619
575 ~1
DIE PROPERTY SIIOWN HEREON SIIALL BE ADDED TO AND
MADE A PART OF MAT PROPERTY OIVNED BY 711E GRANTEE
AS DESCRIBED IN DEED BOOK 576, PAGE 693 AND NOT
TREATED AS A SEPARATE PARCEL.
St3tN of North Carolina, County of Pasquotank
I, ANGELA WELSH, Review Officer of Pasquotank
County, Certify That The Map or Plat to Which This
Certification is Affixed Meets all Statutory Require•
ments for Recording.
i`
Review Officer Date
00
EUZ. CIrY-PASO. CO.
AIRPORT AUTHORITY
OB 576, P 693
--——————
�-
I
I
I
Ic
v
I r
Iv
I
UNITED STAPES OF AMERICA
I
OB 106. P 636
I
LEASED TO EUZ. CIrY-PASO.
I
CO. AIRPORT AUNIORIrY
13
In
HIP
In
Iz
I
I
S 56'33'19• IV 1046.11' TO
"CGS MONUMENT 'COAST
�V:POFESSto `/iy
€ SEAL i
`• L-2820 ; -
9 1p SUsNEI��(Y��'
SQ��`+
UNITED STATES OF AMERICA
OB 106, P 636
i
N 58'08'03- E 397.00'
EX. PK
NAIL
4.589 ACRES
IP I S 5808'03" W 397.00'
S. R. No. 1131 60' RIW
U.S.C.O.
SITU
NITY MAP n.l.sm
'--———— —— — —
NIP
NIP
GrY OF ELIZABETH CITY
DO 296, P 292
BOUNDARY SURVEY
FOR
ELIZABETH CITY - PASQUOTANK COUNTY AIRPORT AUTHORITY
BEING A PORTION OF THE CITY OF ELIZABETH CITY PROPERTY
RECORDED IN DEED BOOK 296, PAGE 292
NIXONTON TOWNSHIP PASQUOTANK COUNTY NORTH CAROLINA
SURVEYED JANUARY 21. 1999
1, RONNIE L. SPIVEY, CERTIFY THAT THIS PLAT WAS DRAWN FROM AN ACTUAL
SURVEY MADE UNDER MY SUPERVISION, THAT THE DEED DESCRIPTION IS RE—
CORDED IN DEED BOOK 296, PAGE 292; T1AT THE RA RO OF PRECISION AS
CALCULATED IS I;IO,Ooop ; THAT THIS PLAT WAS PREPARED IN ACCORDANCE
IVITI THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA.
I FURRIER CERTIFY THAT THIS SURVEY CREATES A SUBDIVISION OF LAND IMTIIN DIE
AREA OF A COUNTY THAT HAS AN ORDINANCE THAT REGULATES° PARCELS OF LAND.
WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL THIS 29
DAY OF JANUARY A.D., 1999. ,J
p/�
/!��
I/////1!�/��,i0■� MCDOWELL 8 ASSOCIATES, P.A.
POST OFFICE BOX 391
maH ms 1715 VEEKSVILLE RDAD
p sux)tro6s ELIZABETII CITY, NC. 27909
PHONE [phone]
FAX [phone]
SCALE: I = 50'
DRW BY: R.L.S.
PROD. No. S03416
CAD No. 3-416
RONNIE L. SPIVEY REGISTERED LAN SURVEYOR L-2820
REV.

Cu ffOCT 0 5 2009
W01 PiSEDIMENTATION POLLUT ON CONTROL ACT
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place N/A in the blank.)
Part A.
1. Project Name Telephonics Hangar Facility
2. Location of land -disturbing activity: County Pasquotank City or Township Elizabeth City
Highway/Street NCSR 1131 Latitude 36'15'11.83" N Longitude 76'10'28.21" W
3. Approximate date land -disturbing activity will commence: November 2, 2009
4. Purpose of development (residential, commercial, industrial, institutional, etc.): Commercial
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 3
6. Amount of fee enclosed: $ 195.00 The application fee of $65.00 per acre (rounded up
to the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee is $585).
7. Has an erosion and sediment control plan been filed? Yes No Enclosed X
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name Lennox Debra
Telephone [phone] Cell #
E-mail Address debra(a),telephonics.com
Fax # [phone]
9. Landowner(s) of Record (attach accompanied page to list additional owners):
Elizabeth City-Pasquotank County Airport Authority [phone] [phone]
Name Telephone Fax Number
P.O. Box 1798 1028 Consolidated Road
Current Mailing Address Current Street Address
Elizabeth City NC 27909 Elizabeth City NC 27907
City State Zip City State Zip
10. Deed Book No. 649 Page No. 574 Provide a copy of the most current deed.
Part B.
Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
Telephonics Corporation
Name
815 Broad Hollow Road
Current Mailing Address
Farmingdale NY 11735
City State Zip
Telephone [phone]
CoroorateCommunications(o)teleohonics.com
E-mail Address RECEIVED
Current Street Address
OCT 0 2 2009
rn iA\I
City State
WASHINGTON REC16iy Gir FILE
Fax Number [phone]

2 (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
Hvman & Robe
Name
P.O. Box 339
Current Mailing Address
Camden NC 27921
City State Zip
Telephone [phone]
sean((bhvm anrobev.com
E-mail Address
150_US Hwy 158 E.
Current Street Address
Camden NC 27921
City State Zip
Fax Number [phone]
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
Name of Registered Agent
Current Mailing Address
E-mail Address
Current Street Address
City State Zip City State
Telephone Fax
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the Financially Responsible Person if an individual
or his attorney -in -fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person). I agree to provide
corrected information should there be any change in the information provided herein.
Barry Fratello
Type
.
r print name
Sr. Vice President of Finance
Title or Authority
September '.24, 2009
Date
I, ( 0-n e C S O_L� lO , a Notary Public of the County of Na S 52t-1
State of North Carolina, hereby certify that �(� rrz f Ff-ake 1.1 O appeared
personally before me this day and being duly swor acknowledged that the above form was
executed by him.,
Witness my hand and notarial seal, this day of 5�,6� , 20�_
Notary
Seal My commission expires��� ZOt O- 0
DIANE C. SADLO
Notary Public, State of New York
No. 0 1 SA6070424
Qualified in Nassau County l (1
Commission Expires March 4, 20 10

PROJECT,DESCRIPTION ..,
EXPAE-3-3(
APR 2 4 Z5%Yzabeth City - Pasquotank County Regional Airport
Corporate Hangar Expansion
NO DENR Elizabeth City - North Carolina
April 20; 2009.
The Elizabeth City - Pasquotank County Regional Airport is located at the
intersection of NC 34 (Weeksville Hwy) and SR 1131 (Consolidated Road)
adjacent to the US Coast Guard Base. The airport occupies approximately 25
acres of land owned by The Elizabeth City-Pasquotank County Airport Authority
and the City of Elizabeth City as well as a large portion of the base.
The stormwater design for this project will be based on a site for future
expansion of corporate hangars and an expansion of an existing T-Hangar on
the airport. The total project area covers 5.39 acres. The project area includes
3.99 acres owned by the Elizabeth City-Pasquotank County Airport Authority,
0.27 acres owned by the City of Elizabeth City, and 1.14 acres owned by the
United States Government. Most of the proposed improvements will be limited
to the Airport Authority property. Small areas of pavement will be added to the
other properties as necessary for connection to the existing taxiway and airport
parking lot. Within the project area, there is 56,738 sf of existing coverage. All
of the runoff from this area is collected in a combination of grassed swale and
underground piping. The piping directs all runoff directly to the existing roadside
ditch along Consolidated Road. The project area has been separated into two
drainage areas. Drainage Area 1 will contain most of the impervious area and a
wet detention basin. Drainage Area 2 will represent the fringe areas of the
project area where it is not practical to route the runoff to the proposed detention
basin.
Drainage Area 1 is 194,796 sf located near the center of the airport. 49,618 sf of
the drainage area is located on US owned property, 4,757 sf is owned by the
City of Elizabeth City, and the remaining 140,421 sf is located on property owned
by the The Elizabeth City-Pasquotank County Airport Authority. The area
contains 50,315 sf of existing taxiway and ramps. Of this existing area, 2,865 sf
of pavement will be removed. Proposed coverage will consist of a combination
of buildings, asphalt parking lot, sidewalks, and concrete ramps. Only a portion
of the site has been designed at this time. The T-hangar expansion will consist
of 6,456 sf of building, 3,557 sf of proposed asphalt on -site, 753 sf of asphalt off -
site, and 1,260 sf of concrete. The area labeled as future development area has
not been designed. It will contain buildings, asphalt and concrete, with a
maximum impervious area of 69,089 sf. When this area is designed, all runoff
shall be collected in an underground drainage system and routed to t
18550
sFgNr
C. aoe``

a'
detention basin at the specified inlet location. Based on the proposed coverage,
the maximum impervious area for draining to this pond will be 128,565 sf or 66%
of the drainage area. All runoff from the proposed surfaces will be collected in
an underground drainage system and routed to the proposed detention pond.
Runoff from the existing taxiway will be allowed to sheet flow into the pond. The
pond has been designed for 90% TSS removal utilizing the SA/DA for 70%
coverage.
Drainage Area 2 contains 40,149 sf along the western and southern edges of the
project area. Runoff from this drainage area would be difficult to collect due to
existing drainage patterns. The existing coverage in this area is 6,423 sf of
asphalt and concrete. 2,410 sf of the existing pavement will be removed and
709 sf of pavement and 2,680 sf of concrete will be added. The concrete ramps
that will be added on the east side of the proposed T-Hangar will connect to an
existing asphalt drive that is center drained, therefore limiting our ability to collect
runoff. The future development area will contribute another 1,997 sf of
pavement to widen the existing drive that parallels Consolidated Road. This
drive is single sloped toward the existing roadside ditch. The resulting
impervious area for Drainage Area 2 is 9,399 sf or 23%. Although we are adding
impervious surfaces to this drainage area and not providing treatment, we are
treating runoff from 50,315 sf of existing impervious area in Drainage Area 1 that
has been untreated.
According to the Pasquotank County Soils Maps as prepared by USDA, Soil
Conservation Service, the soils on this site are Roanoke. One soil boring was
performed in the area of the detention pond by Sean C. Robey, PE and Kimberly
Hamby on April 14, 2009. The soil boring was conducted with and AMS 2-3/4"
diameter 6' long hand mud auger. The existing elevation in the area is
approximately 7.0'. They first 6" consisted of a clayey topsoil. From 6-24" was a
silty clay loam. At 24" the soil changed to a very stiff clay that continued to a
depth of 42" where the soil changed to a fine silt, clay loam. At 48", the soil
became sandy with some bright color. At 60" the soil was a pale fine sandy loam
with obvious moisture present. Based upon this boring, we estimate the water
table to be elevation 2.0. Permanent pool elevation for the detention pond has
been set at elevation 2.0.
As the future improvements for the area are not designed at this time, this plan
only covers construction of the stormwater detention pond, the T-hangar
expansion with related taxiway and aprons, and rerouting of an existing sewer
force main. The disturbed area for this phase of the project will not exceed 3
acres. Although a small portion of the disturbed area is located on the US Coast
Guard Base, the Airport Authority holds a site license that allows them to
operate on the US Coast Guard Base. New construction plans will be submitted
for review and approval prior to construction of the corporate hangar site.

POND VOLUME CALCULATIONS
FOR
S:1Hyman 8 Robey'091090039 - EC Regional AirportlExcel1090039 POND VOLUME CALCULATIONS.xis
POND CALCULATIONS
AREA F2
PERMANENT POOL SURFACE AREA
MAIN BASIN SURFACE AREA
FOREBAY SURFACE AREA
AREA AT EDGE OF MAIN BASIN SHELF
AREA OF MAIN BASIN BOTTOM
AREA AT EDGE OF FOREBAY SHELF
AREA OF FOREBAY BOTTOM
SURFACE AREA AT 1.5" STORAGE
AREA AT TOP OF SHELF
AREA AT BOTTOM OF SHELF
16,001.42
12,072.34
3,929.07
8,711.16
2,274.30
2,312.98
744.17
21,838.15
18,456 81
11.024.14
PP ELEVATION
ELEVATION AT EDGE OF MAIN BASIN SHELF
ELEVATION OF MAIN BASIN BOTTOM
ELEVATION AT EDGE OF FOREBAY SHELF
ELEVATION OF FOREBAY BOTTOM
ELEVATION OF TOP OF SHELF
ELEVATION OF 1.5" STORAGE
2.00
1.50
-3.50
1.50
-2.50
2,50
3.15
VOLUME CALCULATIONS
F3
MAIN BASIN VOLUME BELOW SHELF
27,463.65
FOREBAY VOLUME BELOW SHELF
6,114.30
TOTAL VOLUME BELOW SHELF
33,577.95
AVERAGE POND DEPTH 3.438
MAIN BASIN VOLUME
32,659.53 I'
FOREBAY VOLUME
7,674.81
PERMANENT POOL VOLUME
40,334.34 V/
FOREBAY PERCENTAGE OF TOTAL PERMANENT POOL VOLUME
19.03%
VOLUME BELOW TOP OF SHELF
48,948.90
TEMP. STORAGE VOLUME (1.5" RUNOFF)
21,710.42
18550
SFgN A
C .'•ppe�
4/16/2009 8:18 AM
PAGE 1 OF 1

PERMANENT POOL DETENTION PONDS Hyman & Robey, PC
DESIGN OF POND 150-A Hwy 158 East
Camden, NC 27921
090039 - EC Regional Airport (252)-335-1888
IO Yr,24 Hr Storm 04/16/09
DETENTION POND Page I
SA/DA PERCENTAGES FOR 90% TSS REMOVAL WITHOUT VEGETATIVE FILTER
% IMPRV 3.0 FT 3.5 FT
4.0 FT
4.5 FT
5.0 FT 5.5 FT
6.0 FT
6.5 FT 7.0 FT
10% 1.3 1.0
0.8
0.7
0.6
0.5
0.4
0.3
0.2
20% 2.4 2.0
1.8
1.7
1.5
1.4
1.2
1.0
0.9
30% 3.5 3.0
2.7
2.5
2.2
1.9
1.6
1.3
1.1
40% 4.5 4.0
3.5
3.1
2.8
2.5
2.1
1.8
1.4
50% 5.6 5.0
4.3
3.9
3.5
3.1
2.7
2.3
1.9
60% 7.0 6.0
5.3
4.8
4.3
3.9
3.4
2.9
2.4
70% 8.1 7.0
6.0
5.5
5.0
4.5
3.9
3.4
2.9
80% 9.4
7.0
6.4
5.7
5.2
4.6
4.0
3.4
90% 10.7 9.0
7.9
7.2
6.5
5.9
5.2
4.6
3.9
100% 12.0 10.0
8.8
8.1
7.3
6.6
5.8
5.1
4.3
WATERSHED AREA:
4.47
ACRES
/'
WATERSHED % IMPERVIOUS:
06%
✓�
PERMANENT POOL ELEVATION:
2
FT ,
PERMANENT POOL AVG. DEPTH:
3.5
FT ✓
SA/DA PERCENTAGE FACTOR:
7
% �FROM
ABOVE
TABLE -TAKEN
FROM DESIGN OF STORM
WATER
/ CONTROL
FACILITIES
WORKSHOP
MANUAL - PENC 1969)
POND SURFACE AREA REQ'D:
13636
SF V
FOREBAY AREA:
4089
SF
AT WIDTH = 0.33 LENGTH,
WIDTH =
67.4041
LF 1�
(BASED UPON MINIMUM
SURFACE AREA)
\
/>
LENGTH =
202.212
LF
Use these dimensions: WIDTH 73 03 LF V /
LENGTH 219.(19 LF V--
VOLUME OF V RAINFALL Normal Poo] Elevation 2
AREA OF ROOFS: 2.95 AC K \ v ,e`�
AREA OF PARKING/CONCRETE: 0 AC S�AA one 7.4
C-IF
AREA OF GREEN AREAS: 1.52 AC / iS I
VOLUME OF RUNOFF 17718 CF w/ VOL (CF)=([(ROOF•1.0)+(PARKING•.95)+(GRASS-0.2)]•43,560/12)•1.5
STORAGE DEPTH FOR MINIMUM AREA = 1.11, FT
ELEVATION OF 1.5" RAINFALL = 3.11
ACTUAL STORAGE VOLUME PROVIDED AS CALCULATED IN CAD: 21710 CF
1 18550

DRAWDOWN - WATER QUALITY
Q(2 DAYS) = 0.12564 CFS
Q(5 DAYS) = 0.05025 CFS
I" RUNOFF STAGE 1.15 FT
DEPTH OF DRAWDOWN DEVICE BELOW OUTLET 1.5 FT
1" RUNOFF OUTLET DEVICE: 2.32569 INCH DIA HOLE
DIAMETER OF HOLE TO USE:
DRAWDOWN RATE
1" STORM RUNOFF DRAWDOWN TIME
INFLOW HYDROGRAPH
Return Year Storm 10 Yr
op = Peak Discharge =
Tc = Time of Concentration =
Calculation of Tp (Time to Peak)
From SCS NEH 4, page 15-7 Eqn. 15.4
2.5 INCH DIAMETER )/
0.10162 CFS
2.47261 DAYS V
18.02 cfs
Page 2
A=[Q/(Cd*SQRT(2gh))] * 144
Rad =SQRT(A/PI)
Dia. =2*Rad.
10 min
Lag Time (L) = (IA0.8*(S+1)A0.7)/(1900*YA0.5) for L in His
where: I = hydraulic length of watershed (ft)
S = (1000/CN)- 10
CN = approximately same CN from TR-55
Y = avg. watershed land slope in %
S = (1000/CN)-I0 = 0.52632
L= 0.30782 hrs
From SCS NEH 4, page 16-7 Eqn. 16.7
Tp=D/2+L
where : D = unit of excess duration rainfall (hrs)
L = Lag Time (hrs)
From SCS NEH 4, page 16-8 Eqn. 16.12
D = 0.133 tc
where: Tc = Time of Concentration (hrs) - (See Tr-55 Printout)
THEREFORE: D = 0.02217 hrs
Tp = 0.31891 hrs = 19.1345 min
Volume under Hydrogaph = 1.39 * Qp * Tp = 28756.6 Cubic Feet
607
0.52632
95
0.15
t ian5o _—
i •'''��. OINEEQ'.' ��
,'9HIC.1Rosi-, �`��

Page 3
Inflow Hydrograph
SCS Dimensionless Hydrograph
Time Discharge Time Discharge Volume
Ratio Ratio hr cfs cf
0.00 0.00 0.00 0
0.10 0.03 0.03 I 62
0.20 0.10 0.06 2 207
0.30 0.19 0.10 3 393
0.40 0.31 0.13 6 641
0.50 0.47 0.16 8 972
0.60 0.66 0.19 12 1365
0.70 0.82 0.22 15 1696
0.80 0.93 0.26 17 1924
0.90 0.99 0.29 18 2048
1.00 1.00 0.32 18 2069
1.10 0.99 0.35 18 2048
1.20 0.93 0.38 17 1924
1.30 0.86 0.41 15 1779
1.40 0.78 0.45 14 1614
1.50 0.68 0.48 12 1407
1.60 0.56 0.51 10 1159
1.70 0.46 0.54 8 952
1.80 0.39 0.57 7 807
1.90 0.33 0.61 6 683
2.00 0.28 0.64 5 579
2.20 0.21 0.70 4 856
2.40 0.15 0.77 3 608
2.60 0.11 0.83 2 443
2.80 0.08 0.89 I 319
3.00 0.06 0.96 1 228
3.20 0.04 1.02 I 166
3.40 0.03 1.08 1 120
3.60 0.02 1.15 0 87
3.80 0.02 1.21 0 62
4.00 0.01 1.28 0 46
4.50 0.01 1.44 0 52
5.00 0.00 1.59 0 0
Volume under hydrogmph = 27315 cf
Based upon runoff volume = 28756.6 cf Depth req'd for minimum area = 1.79727
1 18550
�i .F'l'GINf:EP:'.
','/'///5/4N �01Ro0\\\\�

STAGE STORAGE FUNCTION OF POND
(FOR RECTANGULER DETENTION POND ONLY)
Minimum surface area taken at normal water level
BASIN AREA [NCR ACCUM
VOLUME VOLUME STAGE In s
S Z
sf cf cf ft
Pond Side Slope (M) =
In Z Z est Elevation
16000
0
0
0
Surface area at normal pool
2
16886
8221
8221
0.5
9.01
-0.69
0.56
2.5
17789
8669
16890
1
9.73
0.00
1.05
3
18710
9125
26015
1.5
10.17
0.41
1.53
3.5
19650
9590
35605
2
10.48
0.69
2.01
4
20607
10064
45669
2.5
10.73
0.92
2.50
4.5
21582
10547
56216
3
10.94
1.10
2.99
5
22576
11039
67256
3.5
11.12
1.25
3.50
5.5
23587
11541
78796
4
11.27
1.39
4.01
6
24616
12051
90847
4.5
11.42
1.50
4.54
6.5
25664
12570
103417
5
11.55
1.61
5.08
7
Regression Output:
Page 4
Constant
9.34346
Ks=S/Z^b = 15890.38
Std Err of Y Est
0.00969
R Squared _
0.99962
No. of Observations
7
Degrees of Freedom
5
X Coefficient(s) 1.15215
= b
Std Err of Coef. 0.01009
FOR VERTICAL SIDED DETENTION
POND SET b=0, AND Ks = SURFACE AREA (SF)
STAGE DISCHARGE
(FOR RISER/BARRELL SPILLWAY W EMERGENCY WEIR)
RISER
Dr =
18
Riser Dia. (in)
Etop =
50.00
Elev. Top Riser (ft) 3.80
Cwr =
3.33
Riser weir coeff
Cdr =
0.60
Riser orifice coeff
Hln =
0
Number of Holes
Hld =
2
Hole Dia. (in) L
EHI =
50.00
Elev. Holes (1)
H2n =
0
Number of Holes
H2d =
2
Hole Dia. (in)
EH2 =
50.00
Elev. Holes (2)
H3n =
0
Number of Holes
H3d =
2
Hole Dia. (in)
EH3 =
50.00
Elev. Holes (3)
BARREL:
Db =
15
Barrel Dia. (in)
Einv =
50.00
Elev Invert Barrel (ft) Bartell Adjustment Factor
Cdb =
0.60
Barrel orifice coeff
91
p I 18550
••'F'fG/NEEF;•'•'
C.
11 `\\`���

EMERGENCY WEIR
Page 5
Cw
=
3
Weir coeff
Ecr
=
3.15
Elev weir
coeff (ft)
Lw
=
4
Weir Length (fit)
Riser
Riser
Riser
Elevation
Hole
Hole
Hole
Riser
Riser
Bartel
Principal
Emergcy
(1)
(2)
(3)
(weir)
(orifice)
Spillway
Weir
2.00
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
2.00
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
2.01
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
2.03
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
2.06
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
2.11
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
2.19
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
2.28
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
2.39
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
2.51
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
2.63
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
2.75
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
2.86
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
2.97
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
3.07
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
3.15
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
3.23
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.3
3.29
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.6
3.33
0.0
0.0
0.0
0.0
0.0
0.0
0.00
1.0
3.37
0.0
0.0
0.0
0.0
0.0
0.0
0.00
1.2
3.40
0.0
0.0
0.0
0.0
0.0
0.0
0.00
1.5
3.44
0.0
0.0
0.0
0.0
0.0
0.0
0.00
1.9
3.46
0.0
0.0
0.0
0.0
0.0
0.0
0.00
2.1
3.47
0.0
0.0
0.0
0.0
0.0
0.0
0.00
2.2
3.47
0.0
0.0
0.0
0.0
0.0
0.0
0.00
2.1
3.46
0.0
0.0
0.0
0.0
0.0
0.0
0.00
2.0
3.45
0.0
0.0
0.0
0.0
0.0
0.0
0.00
1.9
3.43
0.0
0.0
0.0
0.0
0.0
0.0
0.00
1.8
3.42
0.0
0.0
0.0
0.0
0.0
0.0
0.00
1.6
3.40
0.0
0.0
0.0
0.0
0.0
0.0
0.00
1.5
3.39
0.0
0.0
0.0
0.0
0.0
0.0
0.00
1.4
3.35
0.0
0.0
0.0
0.0
0.0
0.0
0.00
1.1
3.32
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.8
j 1 lasso =
•'FNGINEEP'•'

0
Page 6
ROUTING OF INFLOW HYDROGRAPH THROUGH POND AND OUTFLOW DEVICE
Total
Riser
Riser
Riser
Barrel
Emerg
Time
Inflow
Storage
Stage
Outflow
Holes
(weir)
(orifice)
Spillway
t(hr)
cfs
cf
Elevation
cfs
(1+2+3)
cfs
cfs
cfs
cfs
cfs
0.000
0
0
2.00
0.00
0.00
0.00
0.00
0.00
0.00
0.032
1
0
2.00
0.00
0.00
0.00
0.00
0.00
0.00
0.064
2
62.0645
2.01
0.00
0.00
0.00
0.00
0.00
0.00
0.096
3
268.946
2.03
0.00
0.00
0.00
0.00
0.00
0.00
0.128
6
662.021
2.06
0.00
0.00
0.00
0.00
0.00
0.00
0.159
8
1303.35
2.11
0.00
0.00
0.00
0.00
0.00
0.00
0.191
12
2275.7
2.19
0.00
0.00
0.00
0.00
0.00
0.00
0.223
15
3641.12
2.28
0.00
0.00
0.00
0.00
0.00
0.00
0.255
17
5337.55
2.39
0.00
0.00
0.00
0.00
0.00
0.00
0.287
18
7261.55
2.51
0.00
0.00
0.00
0.00
0.00
0.00
0.319
18
9309.68
2.63
0.00
0.00
0.00
0.00
0.00
0.00
0.351
18
11378.5
2.75
0.00
0.00
0.00
0.00
0.00
0.00
0.383
17
13426.6
2.86
0.00
0.00
0.00
0.00
0.00
0.00
0.415
15
15350.6
2.97
0.00
0.00
0.00
0.00
0.00
0.00
0.446
14
17129.8
3.07
0.00
0.00
0.00
0.00
0.00
0.00
0.478
12
18743.5
3.15
0.00
0.00
0.00
0.00
0.00
0.00
0.510
10
20149.9
3.23
0.27
0.00
0.00
0.00
0.00
0.27
0.542
8
21277.9
3.29
0.62
0.00
0.00
0.00
0.00
0.62
0.574
7
22158.6
3.33
0.95
0.00
0.00
0.00
0.00
0.95
0.606
6
22856.2
3.37
1.25
0.00
0.00
0.00
0.00
1.25
0.638
5
23395.9
3.40
1.49
0.00
0.00
0.00
0.00
1.49
0.702
4
24212
3.44
1.89
0.00
0.00
0.00
0.00
1.89
0.765
3
24635.4
3.46
2.10
0.00
0.00
0.00
0.00
2.10
0.829
2
24760.9
3.47
2.17
0.00
0.00
0.00
0.00
2.17
0.893
1
24705.8
3.47
2.14
0.00
0.00
0.00
0.00
2.14
0.957
I
24533.2
3.46
2.05
0.00
0.00
0.00
0.00
2.05
1.021
1
24290.2
3.45
1.93
0.00
0.00
0.00
0.00
1.93
1.084
1
24013.5
3.43
1.79
0.00
0.00
0.00
0.00
1.79
1.148
0
23723.1
3.42
1.65
0.00
0.00
0.00
0.00
1.65
1.212
0
23432
3.40
1.51
0.00
0.00
0.00
0.00
1.51
1.276
0
23147.8
3.39
1.38
0.00
0.00
0.00
0.00
1.38
1.435
0
22471.3
3.35
1.08
0.00
0.00
0.00
0.00
1.08
1.595
0
21902.8
3.32
0.85
0.00
0.00
0.00
0.00
0.85
3.46958 = maximum stage elevation
2.16797 = maximum discharge
�� �, �FNCNNEEQ.'

20
18
16
�14
w
1�112
Call
t0
t 8
0 6
4
2
0
EC-Pasq Regional Airport
Corporate Hangar Expansion
10 yr STORM
ra.
`;R
t. apt Ali-
Mt•�,K ,. .r^,
•F. �•
�.
Yn.�.''
_
.,I
�ai0p060P064YM�r
u$__ -■
0
0.000 0.500 1.000 1.500 2.000
Time (hrs)
-n- INFLOW (cfs)
OUT (cfs)

For DENR Use ONLY
�� North Carolina Department of Environment and Sa 1v r .
Rewewer.
Natural Resources Submit
NCDENR Request for Express Permit Review Time:
Confirm:
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to
Coordinator along with a completed DETAILED narrative, site plan (PDF rile) and vicinity map (same items expected in the application I
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296.4698;alison.davidson(alncmaiLnet
• Fayetteville or Raleigh Region -David Lee 919-791.4203; david.lee(p)ncmail.net
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RI�a�oo��77
• Mooresville & -Patrick Grogan 704-663-3772 or patrick.groaano_ncmail.net
• Washington Region -Lyn Hardison 252-946-9215 or lyn.hardison(a)ncmail.net
APR 2 4 2009
• Wilmington Region -Janet Russell910-350-2004 orjanet.russell(p)ncmairriet
NOTE: Project application received after 12 noon will be stamped in the following work day.
NC DEER
Project Name: EC-PASQUTOANK AIRPORT - CORPORATE HANGAR EXPANSION County: PASQUOTANK
Applicant: SCOTT HINTON, AIRPORT MANAGER Company: EC-PASQUOTANK AIRPORT AUTHORITY
Address: 1028 CONSOLIDATED ROADCity: ELIZABETH CITY, State: NC Zip: 27909-
Phone: [phone] Fax::[phone] Email: [e-mail]
Physical Location:1028 CONSOLIDATED ROAD
Project Drains into PASQUTOANK RIVER waters — Water classification SB (for classification see-
http:l/h2o.enr state.Tic.us/bims/reports/repodsW6 html)
Project Located in PASQUOTANK River Basin. Is project draining to class ORW waters? N , within''/2 mile and draining to class SA waters
N or within 1 mile and draining to class HOW waters? N
Engineer/Consultant: SEAN C. ROBEYIKIMBERLY HAMBY Company: HYMAN & ROBEY. PC
Address: PO BOX 339 City: CAMDEN, State: NC Zip: 27921-252
Phone: [phone] Fax::[phone] Email: [e-mail]
(Check all that apply)
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
❑ Stream Origin Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
® State Stormwater ❑ General , ❑ SFR, ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
® High Density -Detention Pond _ # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density—Stormwater Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems I[:] MODIFICATION: El Major ❑ Minor ❑ Revision SW
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® Land Quality ® Erosion and Sedimentation Control Plan with 3 acres to be disturbed.(CK # 2-55-1 1 (for DENR use))
WETLANDS QUESTIONS MUST BE ADDRESSED BELOW 'U let`—
❑ Wetlands (401): Check all that apply
Wetlands on Site ❑ Yes ❑ No
Wetlands Delineation has been completed: ❑ Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No
404 Application in Process w/ US ACOE: ❑ Yes ❑ No
Permit Received from US ACOE ❑ Yes ❑ No
Fee Split for multiple permits: (Check # 18F;"71) 1
Isolated wetland on Property ❑ Yes ❑ No
Buffer Impacts: ❑ No ❑ YES: acre(s)
Minor Variance: ❑ No ❑ YES
Major General Variance ❑ No ❑ YES
401 Application required: ❑Yes ❑ No If YES, ❑ Regular
Perennial, Blue line stream, etc on site ❑ yes ❑ No
Fui DF,NR usC unlyq
Tnral Fwn dmroml It Llc*y)
SUBMITTAL DATES
FFee
I
I SUBMITTAL DATES
I Fee
CAMA
$
1 Variance ❑ Ma'; ❑ Min
$
SIN ❑ HD, ❑ LD, ❑ Gen
$ qto, 421401:
$
LQS
$ gl . -Sr..I
Stream Deter,_
I $
NCDENR EXPRESS July 2008

April 20, 2009
Mr. Scott Vinson
Dept. of Environment and Natural Resources
Water Quality Section
943 Washington Square Mall
Washington, NC 27889
Subject: Stormwater Management Permit
Elizabeth City-Pasquotank Regional Airport r�popp���
Corporate Hangar Expansion EXPRESS
Proj. # 090039 APR 2 4 2009
WC DENR
Dear Mr. Vinson:
Enclosed for your review and approval, please find the following items:
1. Two (2) copies of the above referenced plans.
2. The original and one (1) copy of the Stormwater Permit Application, Wet Detention Basin
Supplement, and Wet Detention Basin Operation and Maintenance Agreement.
3. Two (2) copies of the project description and calculations.
One copy of the recombination plat showing boundary for the Elizabeth City-Pasquotank
County Airport Authority. Please note that the plat indicates that the property to the west
of this boundary is in the same ownership. The metes and bounds shown on this plan
are only this portion of the tract that has been recombined. The above referenced deeds
are referenced on the recombination plat.
5. Check in the amount of $4000.00 for the required fee.
If you have any questions, please do not hesitate to call this office at [phone].
Sincerely,
�F`..J
Kimberly D. Ham y o
Sr. Project Manager
cc: file
Scott Hinton
P. O. Box 339 Camden, North Carolina 27921
[phone]
w hymanrobey.com