SW8931005_Current Permit_20211105

:';1441141W
RO COOPER
Governor y *17:ejrzi
ELIZABETH&BJSgy�pp Searbsty
'.
BRIAN WRENN NORTH CAJ UNA
Director Qht lty
November 5,2021
Onslow County
do the Albert J.Ellis Airport
Attn:Christopher White,Director
264 Albert J.Ellis Airport Road
Richlands,NC 28574
Subject: Permit Correction and Approved Minor Modification
Stormwater Permit No.SW8 931005
Albert J.Ellis Airport
Onslow County
Dear Mr.White:
Permit Correction
During the review of the minor modification package,the Wilmington Regional Office discovered the previous
permit contained an error. This permit correction is to clarify that this project is owned by Onslow County,the
property owner for the duration of this permit.
Minor Modification
On November 4,2021,the Wilmington Regional Office of the Division of Energy,Mineral and Land Resources
received a complete minor modification application for changes to the approved plans for Stormwater
Management Permit Number SW8 931005. It has been determined that the nature of the proposed change meets
the definition of a minor modification in that it does not result in an increase hi the size of
stormwater control measure(SCM)and does not increase the amount of built-upon area. Please refer to
Attachment C for a detailed desc,4 iption of the current proposed minor modification and a list of all the past
modifications approved during the effective period of the permit We are forwarding you an approved copy of the
modified plans for your files. Please add the attached plans to the previously approved plan set Please replace the
previously issued permit with the revised permit,dated November 5,2021,attached. This revised e A o it does not
impose new or different terms;it merely restates some of the previous terms to provide you with a - a -
understanding of your obligations under the permit.
Please be aware that all terms and conditions of the permit issued on November 5,2021 and modified as attached,
remain in full force and effect. Please also understand that the approval of this minor modification to the subject
State Stormwater Permit is done on a case-by-case basis. Any other changes to this project must be approved
through this Office prior to construction.The approval of this minor modification does not preclude the permittee
from complying with all other applicable statutes,rules,regulations or ordinances which may have jurisdiction
over the proposed activity,and obtaining a permit or approval prior to construction.
If you have any questions concerning this matter,please contact Christine Hall in the Wilmington Regional Office
at(910)796-7215 or chr stine.hall [e-mail].
Sincerely,
04/3-3t —t-914
Brian Wrenn,Director
Division of Energy,Mineral and Land Resources
Enclosures:: Attachment C-Permitting History
Application Documents
DES\canh: \\\Storrrnwater\Permits&Projects\1993 1931005 LD\2021 11 permit minor 931005
cc: Tom Slater,PE,RS&H,Inc.
Onslow County Building Inspections
Onslow County Engineering
Wilmington Regional Office Stormwater File
>' North Carolina Department of Enviromental Quality I Division.of Energy,Mineral and Land Resources
IP IL'
Wilmington Regional OFfice 1127 Cardinal Drive Extension 1 Wilmingam.North Carolina 28405
QH1:74(i.72L5

State Stormwater Management Systems
Permit No. SW8 931005
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
LOW DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Albert J. Ellis Airport, Onslow County
Albert J. Ellis Airport
264 Albert J. Ellis Airport Road, Richlands, Onslow County
FOR THE
construction, operation and maintenance of a 30% low density development in compliance with
the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the
"deemed permitted" requirements of Session Law 2012-200 for Airports as outlined in the
application, approved stormwater management plans, supplement, calculations, operation and
maintenance agreement, recorded documents, specifications, and other supporting data (the
"approved plans and specifications") as attached and/or on file with and approved by the
Division of Energy, Mineral and Land Resources (the "Division" or"DEMLR"). The project shall
be constructed, operated and maintained in accordance with these approved plans and
specifications. The approved plans and specifications are incorporated by reference and are
enforceable part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to
the following specified conditions and limitations. The permit issued shall continue in force and
effect until the permittee files a request with the Division for a permit modification, transfer,
renewal, or rescission; however, these actions do not stay any condition. The issuance of this
permit does not prohibit the Director from reopening and modifying the permit, revoking and
reissuing the permit, or terminating the permit for cause as allowed by the laws, rules, and
regulations contained in Title 15A NCAC 2H.1000 and NCGS 143-215.1 et.al.
I. DESIGN STANDARDS
1. This permit covers the construction of a total of 129.50 acres of proposed built-upon
area within a 676.88-acre project area, which includes 26.5 acres of BUA available for
future development.
2. The overall tract built-upon area percentage for the project must be maintained at 30%
or less, as required by Section .1005 of the stormwater rules.
3. Per Session Law 2012-200, runways, taxiways and any other areas that provide for
overland stormwater flow that promotes infiltration and treatment of stormwater into
grassed buffers, shoulders and grass swales, are deemed permitted. All built-upon areas
of the project must be maintained to meet the requirements of SL 2012-200.
4. Maximum side slopes for all grassed swales shall be 3:1 (H:V) as defined in the
stormwater rules and approved by the Division.
5. No piping is allowed except that amount as shown on the approved plans.
Page 1 of 5

State Stormwater Management Systems
Permit No. SW8 931005
II. SCHEDULE OF COMPLIANCE
1. Projects covered by this permit will maintain a minimum 30-foot wide vegetative buffer
between all impervious areas and surface waters.
2. The permittee is responsible for verifying that the proposed built-upon area does not
exceed the allowable built-upon area under this permit.
3. The Director may notify the permittee when the permitted site does not meet one or
more of the minimum requirements of the permit. Within the time frame specified in the
notice, the permittee shall submit a written time schedule to the Director for modifying
the site to meet minimum requirements. The permittee shall provide copies of revised
plans and certification in writing to the Director that the changes have been made.
4. Filling in or piping of any vegetative conveyances (ditches, swales, etc.) associated with
the permitted development, except for average driveway crossings, is strictly prohibited
by any persons.
5. Swales and other vegetated conveyances shall be constructed in their entirety,
vegetated, and be operational for their intended use prior to the construction of any built-
upon surface.
6. During construction, erosion shall be kept to a minimum and any eroded areas of the
swales or other vegetated conveyances will be repaired immediately.
7. The permittee must certify in writing that the project's stormwater controls, and
impervious surfaces have been constructed within substantial intent of the approved
plans and specifications. Any deviation from the approved plans must be noted on the
Certification. A modification may be required for those deviations. The permittee shall
submit the Certification to the Division within 30 days of completion of the project.
8. No person or entity, including the permittee, shall alter any component shown in the
approved plans and specifications. Prior to the construction of any modification to the
approved plans, the permittee shall submit to the Director, and shall have received
approval for modified plans, specifications, and calculations including, but not limited to,
those listed below. For changes to the project or SCM that impact the certifications, a
new or updated certification(s), as applicable, will be required and a copy must be
submitted to the appropriate DEQ regional office upon completion of the modification.
a. Any modification to the approved plans and specifications, regardless of size
including the SCM(s), BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage area.
c. Further development, subdivision, acquisition, lease or sale of any, all or part of the
project and/or property area as reported in the approved plans and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any
component of the approved SCM(s), the stormwater collection system and/or
vegetative conveyance shown on the approved plan.
e. The construction of any allocated future BUA.
f. The construction of any permeable pavement, #57 stone area, public trails, or
landscaping material to be considered a permeable surface that were not included in
the approved plans and specifications.
g. Additional built-upon area over and above 129.40 acres.
h. Any changes that affect compliance with Session Law 2012-200.
i. Other modifications as determined by the Director.
9. The permittee shall at all times provide the operation and maintenance necessary to
operate the permitted stormwater management systems at the design condition to
include:
a. Inspections
b Sediment removal.
c. Mowing, and re-vegetating of the side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
Page 2 of 5

State Stormwater Management Systems
Permit No. SW8 931005
10. The permittee shall submit all information requested by the Director or his representative
within the time frame specified in any written information request.
11. ANNUAL CERTIFICATION. The permittee shall electronically submit to the Division an
annual certification completed by either the permittee or their designee confirming the
projects conformance with permit conditions.
III. GENERAL CONDITIONS
1. CORRECTIVE ACTIONS REQUIRED. If the facilities fail to perform satisfactorily, the
permittee shall take immediate corrective actions. This includes actions required by this
Division and the stormwater rules such as the construction of additional or replacement
on-site stormwater systems. These additional or replacement measures shall receive a
permit from the Division prior to construction.
2. CURRENT PERMITTEE NAME OR ADDRESS CHANGES. The permittee shall submit
a completed Permit Information Update Application Form to the Division within 30 days
to making any one or more of the following changes:
a. A name change of the current permittee;
b. A name change of the project;
c. A mailing address change of the permittee;
3. TRANSFER. This permit is not transferable to any person or entity except after notice to
and approval by the Director. Neither the sale of the project and/or property, in whole or
in part, nor the conveyance of common area to a third party constitutes an approved
transfer of the permit.
a. TRANSFER REQUEST. The transfer request must include the appropriate
application, documentation and the processing fee as outlined in 15A NCAC
02H.1045(2). This request must be submitted within 90 days of the permit holder
meeting one or more of the following:
i. A natural person who is deceased;
ii. A partnership, limited liability corporation, corporation, or any other business
association that has been dissolved;
iii. A person or entity who has been lawfully and finally divested of title to the
property on which the permitted activity is occurring or will occur through
foreclosure, bankruptcy, or other legal proceeding.
iv. A person or entity who has sold the property, in whole or in part, on which the
permitted activity is occurring or will occur;
b. TRANSFER INSPECTION. Prior to transfer of the permit, a file review and site
inspection will be conducted by Division personnel to ensure the permit conditions
have been met and that the project and the on-site stormwater system complies with
the permit conditions. Records of maintenance activities performed to date may be
requested. Projects not in compliance with the permit will not be transferred until all
permit and/or general statute conditions are met.
4. COMPLIANCE. The permittee is responsible for compliance with the terms and
conditions of this permit until the Division approves the transfer request.
a. APPROVED PLANS AND SPECIFICATIONS. A copy of this permit, approved
plans, application, supplement, operation and maintenance agreement, all
applicable recorded documents, and specifications shall be maintained on file by
the permittee at all times.
b. DIVISION ACCESS. The permittee grants Division Staff permission to enter the
property during normal business hours to inspect all components of the permitted
project.
c. ENFORCEMENT. Any individual or entity found to be in noncompliance with the
provisions of a stormwater management permit or the requirements of the
Page 3 of 5

State Stormwater Management Systems
Permit No. SW8 931005
stormwater rules is subject to enforcement procedures as set forth in NCGS 143
Article 21.
d. OBTAINING COMPLIANCE. The Director may notify the permittee when the
permitted site does not meet one or more of the minimum requirements of the
permit. Within the time frame specified in the notice, the permittee shall submit a
written time schedule to the Director for modifying the site to meet minimum
requirements. The permittee shall provide copies of modified plans and
certification in writing to the Director that the changes have been made.
e. OTHER PERMITS. The issuance of this permit does not preclude the permittee
from complying with and obtaining any other permits or approvals that are
required for this development to take place, as required by any statutes, rules,
regulations, or ordinances, which may be imposed by any other Local, State or
Federal government agency having jurisdiction. Any activities undertaken at this
site that cause a water quality violation or undertaken prior to receipt of the
necessary permits or approvals to do so are considered violations of NCGS 143-
215.1, and subject to enforcement procedures pursuant to NCGS 143-215.6.
Permit modified, updated and reissued this the 4th day of November 2021.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
C,vLtt 7-/
. Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 4 of 5

State Stormwater Management Systems
Permit No. SW8 931005
ATTACHMENT C— Permitting History
November 4, 2021 — Minor Modification to utilize 1.59 acres of future BUA as "Other Onsite"for
the holding bay and service road improvements. Correcting the permit to list the property
owner, Onslow County, which has owned this property for the duration of this permit.
April 29, 2019—Adds 1.9 acres of BUA for General Aviation Apron expansion, access road,
hangar, parking lot and sidewalk.
October 17, 2016—Adds 0.5 acres of BUA for Apron Expansion and Hangar.
February 27, 2015—Adds 1.39 acres of BUA for a Temporary Rental Car Service Center.
January 29, 2015—Adds 4.45 acres of BUA for a General Aviation Terminal Building, parking
lot, access road and Apron.
May 2, 2013— 1) Converts the low density permit to "deemed permitted" status under SL 2012-
200 for 129.4 acres of built-upon area. 2) Combines two permits into one. The existing high
density permit SW8 000810 is consolidated with the low density permit. 3) Eliminates the Sand
Filter that was permitted under the old SW8 000810 high density permit.
April 26, 2011 —Adds 10,975 square feet of BUA for a pump station.
January 20, 1995— Issued a modified low density "Certification of Compliance" for 12.1 acres of
BUA.
October 6, 1993 — Issued the original low density "Certification of Compliance" for 8 acres of
BUA.
Page 5 of 5

DEMLR USE ONLY
Date Reeteivid Fee Paid Permit Number
10 I I -tP-Viwoe /o `' e'--c- ,Swe 'L i oc -
STORMWATER PERMITTING FORM 7:
MINOR MODIFICATION
Standard Permitting Program—No Fee for Minor Modification
Express Permitting Program— See Express Fee Schedule
Only complete applications packages will be accepted and reviewed. This form and the required items (with
original signatures)must be sent to the appropriate DEMLR Regional Office, which can be determined by locating
the project on the interactive online map at:http://deq.nc.gov/contact/regional-offices.
This form is to only to be used by the current permittee to notify the Division of a minor
modification. Pursuant to Rule 15A NCAC 02H.1002, a minor modification is a change to the project that:
1)does not increase the net built-upon area;and/or
2)does not change the size or design of the SCM(s).
A. GENERAL INFORMATION
1. State Stormwater Permit Number: SW8 931005
2. Current Permit Holder's Company Name/Organization: Onslow County
3. Signing Official's Name: Christopher White
4. Signing Official's Title: Albert J. Ellis Airport Director
5. Mailing Address: 264 Albert J. Ellis Road
City: Richlands State: NC ZIP: 28574
6. Street Address (if different): :
City: State: ZIP:
7. Phone: [phone] Email: chris wite(d)_onslowcountvnc.gov
8. Describe the minor modifications that you are requesting, including any revised BUA allocations (attach
additional pages or supporting tables similar to Section IV.10 of the original application, if needed):
The proposed project includes the mill and overlay of existing asphalt BUA,with the addition of an aircraft
holding bay. This holding bay will be new BUA. Additional BUA is also being added by a service road for
airport firefighting vehicles to have appropriate response times in the even of an emergency. This project
will add a total of 1.59 acres of BUA to the overall permitted BUA at the airport.
B. SUBMITTAL REQUIREMENTS
Please mark"Y"to confirm the items are included with this form. Please mark"X"if previously provided. If not
applicable or not available, please mark N/A.:
Y 1. Two hard copies(with original signatures)and one electronic copy of this completed form.
Y 2. Two hard copies and one electronic copy of the revised plan sheets(must be a revision of the
originally approved plan sheets).
NA 3. If there is reallocation of lot BUA, a copy of the revised recorded deed restrictions and protective
covenants OR the proposed recorded deed restrictions and protective covenants documenting
the changes and a signed agreement to provide the final recorded document.
Y 4. If applicable,the appropriate Express review fee.
il:o v
OCT 012021
BY
Stormwater Permit Form 7: Minor Modification Page 1 of 2 July 14,2017

C. CONTACT INFORMATION
1. The Design Professional who is authorized to provide information on the Applicant's behalf:
Design Professional's Name:Tom Slater, PE
Consulting Firm: RS&H
Mailing Address:8521 Six Forks Road, Suite 400
City:Raleigh State:NC Zip:27615
Phone: (919) 926-4101 Fax: ( )
Email: :tom.slaterrsandh.com
2. [OPTIONAL] If you would like to designate another person to answer questions about the project:
Name&Title:Stephen Rich,Aviation Water Resources Engineer
Organization: RS&H
Mailing Address:8521 Six Forks Road, Sutie 400
City:Raleigh State:NC Zip:27615
Phone: (919) 926-4148 Fax: ( )
Email: :stephen.richarsandh.com
D. CERTIFICATION OF PERMITTEE
I, Christopher White ,the current permittee, certify that I have authorized the minor modifications
listed in Section A and shown in the attached revised plan sheets. I further attest that this information is accurate and
complete to t of my knowledge.
Signature. r . -15 k..1-.),‘22--
Date: \ \1 to (um
I, 0 CIVIWM.cI , a Notary Public for the State of /VOy't-h eayokn.
County of ©V v 1OUJ , do hereby certify that Girl 3tz) V U0 Vl L+1J
personally appeared before me this the I Lt-i--h day of ,20 Al and
acknowledge the due execution of the forgoing instrument. Witness my hand and official seal,
SANDRA J JANSSEN
(Notary Seal) NOTARY PUBLIC
rY ONSLOW COUNTY
STATE OF NORTH
MY COMMISSION EXPIRES CAR0NA 5117--2024
Notary Signature
My commission expires Mcik., 11 ) a1 `"I
Ra--,vim.....^, ^...
OCT 012021 i j
BY:
Stormwater Permit Form 7: Minor Modification Page 2 of 2 Oct 6,2017

IV. PROJECT INFORMATION
1. In the space provided below,briefly summarize how the stormwater runoff will be treated.
Runoff will be treated utilizing overland flow through disconnected impervious surfaces
over uniform gently sloped surfaces in accordance with part E-4 Airport of the NCDEQ
Stormwater Design Manual.
2.a.If claiming vested rights,identify the supporting documents provided and the date they were approved:
❑Approval of a Site Specific Development Plan or PUD Approval Date:
❑Valid Building Permit Issued Date:
❑Other: Date:
b.If claiming vested rights,identify the regulation(s)the project has been designed in accordance with:
❑Coastal SW-1995 ❑Ph II-Post Construction
3. Stormwater runoff from this project drains to the Cape Fear&White Oak River basin.
4. Total Property Area: 676.88 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area(4)-Total Coastal Wetlands Area(5)-Total Surface Water Area(6)=Total Project
Areal-: 676.88 acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water(NHVV)line or Mean High Water
(MHW)line,and coastal wetlands landward from the NHW(or MHVV)line. The resultant project area is used to
calculate overall percent built upon area(BLIA). Non-coastal wetlands landward of the NHW(or MHVV)line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area/Total Project Area)X 100 = 19.13 %
9. How many drainage areas does the project have? 1 (For high density,count 1 for each proposed engineered
stormwater BMP. For low density and other projects,use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project,attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information Drainage Area 1 Drainage Area_ Drainage Area_ Drainage Area_
Receiving Stream Name Back Swamp/Southwest Creek
Stream Class * C;Sw/C;NSW
Stream Index Number* 18-74-26-1/19-17-(0.5)
Total Drainage Area(sf) 29,484,893 ► 1 ;
On-site Drainage Area(sf) 29,484,893
Off-site Drainage Area(sf) 0 0 T o l_ 2
_Proposed Impervious Area**(sf) 5,641,020 Q
%Impervious Area**(total) 19.13 ��
Impervious'Surface Area Drainage Area 1 Drainage Area_ Drainage Area_ Drainage Area
On-site Buildings/Lots(sf) 0
On-site Streets (sf) 0
On-site Parking (sf) 0
On-site Sidewalks (sf) 0 I
Other on-site (sf) 69,260
Future(sf) 1,154,340
Off-site (sf) 0
Existinj BUA***(sf) 4,417,420
Total (sf): 5,641,020
* Stream Class and Index Number can be determined at: http://portal.ncdenr.org/web/wy/ps/csu/classifications
** Impervious area is defined as the built upon area including,but not limited to,buildings,roads,parking areas,
sidewalks,gravel areas,etc.
Form SWTJ-101 Version Oct.31,2013 Page 3 of 6

•
For DEQ Use ONLY
Reviewer: N /R H
North Carolina Department of Environmental Quality Submit t�t�--1r21
Request for Express Permit Review
Time: O 4M
Confirm:
FILL-IN all the information below and CHECK the Permit(s)you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative,site plan(PDF file)and vicinity map(same items expected in the application
package of the project location.Please include this form in the application package.
Asheville Region-Alison Davidson 828-296-4698;alison.davidsonencdenr.gov Provided Existing e
related to this Protectctmits
• Fayetteville and Raleigh Regions-David Lee 919-791-4204;davld.lee(r.ncdenr.Qov
• Mooresville and Winston-Salem Regions-Paul Williams 336-776-9631;paul.e.williams(otncdenr.gov SW—
• Washington Region-Lyn Hardison 252-948-3842 or/vn.hardisonil ncdenr.gov SW
• Wilmington Region-Cameron Weaver 910-796-7265 or cameron.weaver(c8ncdenr.gov NPDES
NOTE:Project application received after 12 noon will be stamped in the following work day. NPDES
WQ_
Project Name:-" _...._._, County:ONSLOW WQ
Applicant:ONSLOW COUNTY Company:ALBERT J.ELLIS AIRPORT E&S
Address:264 ALBERT J.ELLIS AIRPORT ROAD City:RICHLANDS,State:NC Zip:28574-_ E&S
Phone:[phone],Fax: _ ,Email:chris [e-mail] Other
Physical Location:TURN FROM NC-111 ONTO ALBERT J.ELLIS ROAD,PROJECT AREA IS AIRSIDE SECURE
Project Drains into BACK SWAMP&SOUTHWEST CREEK waters-Water classification C;SW&C;NSW(DWR Surface Water Classifications Map)
Project Located in CAPE FEAR&WHITE OAK 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 HQW waters?N
Engineer/Consultant:TOM SLATER Company:RS&H
Address:8521 SIX FORKS ROAD SUITE 400 City:RALEIGH,State:NC Zip:27615-_ (C.C ep t-e Cl
Phone:[phone].Fax: -_ , Email:[e-mail]
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT,IF AVAILABLE 1 C7/ t P 1-OZ 1
$ # JOBS
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
'❑Scoping Meeting ONLY ❑DWR, ❑DCM, ❑DEMLR, ❑OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM(S)YOU ARE REQUESTING FOR EXPRESS PERMITTING
El 401 Unit El Stream Origin Determination: #of stream calls-Please attach TOPO map marking the areas in questions
El Intermittent/Perennial Determination:_#of—stream calls-Please attach TOPO map marking the areas in questions
❑401 Water Quality Certification ❑ Isolated Wetland( linear ft or_acres)
El Riparian Buffer Authorization El Minor Variance ❑Major General Variance
state Stormwater El General El SFR, ❑SFR<1 ac. El Bkhd&Bt Rmp, ❑Clear&Grub, ❑Utility El Other
❑ ❑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-SW Wetlands _#Treatment Systems
❑High Density-Other _#Treatment Systems/E"'^ :® L,Major '"'s or El Plan Revision ❑Redev.Exclusion SW (Provide permit#)
❑Coastal Management El Excavation&Fill ❑Bridges&Culverts ❑Structures Information
❑Upland Development ❑Marina Development ❑Urban Waterfront
,dy Lana wuaaiy - __.,..,.,,.w.. "` acres to be disturbed.(CK# &Amt. (for DEQ use))
SECTION THREE-PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT(for both scoping and express meeting request)
Wetlands on Site El Yes®No Buffer Impacts: El No®YES: acre(s)
Wetlands Delineation has been completed:El Yes Z No Isolated wetland on Property El Yes®No
US ACOE Approval of Delineation completed:El Yes®No 404 Application in Process w/US ACOE: ❑Yes ® No Permit
Received from US ACOE El Yes ®No
For DEQ use only
Fee Split for multiple permits:(Check# ) Total Fee Amount$
SUBMITTAL DATES Fee SUBMITTAL DATES Fee
CAMA $ Variance(❑Maj;❑Min) $
SW(❑HD,❑LD,❑Gen) $ 401: $
LQS $ Stream Deter,_ $
NCDEQ EXPRESS June 2019

Albert J. Ellis Airport RSI1
Taxiway A Rehabilitation
Erosion and Sedimentation Control Permit
EXECUTIVE SUMMARY
Project Description
Albert J. Ellis Airport is located is located 6 miles southwest of Richlands, NC in Onslow County.
The main entrance for the airport is Albert J. Ellis Airport Road,which serves as a loop road for the
airport and ties into North Carolina Route 111. See Figure 1 —Site Vicinity Map.
Figure 1 —Site Vicinity Map
til
9 N,J1 lM1rx,n
Albert J.
Eitiz Airport [ e tr t
t M-'
X
Onslow County, owner and operator of the Albert J. Ellis Airport (OAJ) has retained RS&H
Architects-Engineers-Planners, Inc.(RS&H)to provide civil engineering and design services for the
rehabilitation of Taxiway Alpha (A). The overall program includes milling and overlaying asphalt
pavement and the construction of a new hold bay. Refer to Figure 2 in Appendix A for the Overall
Project Map. The project is ten phases to be completed in 120 days. Herein, the rehabilitation of
Taxiway A will be referred to as either"Taxiway A", "taxiway rehab", or"the project" (See Figure 2
in Appendix A). The project location is at 34.82835 degrees N and 77.594478 degrees W.
Site Description
Taxiway A is of fairly level grade throughout the site.The only area disturbed during this project will
be the construction of the new hold bay and contractor staging and parking areas. The area on
which the hold bay will be constructed is of minimal grade and its final grade will be 1%. The entire
project limits are owned by Onslow County, and the project area is surrounded by land owned by
the County.
1

Albert J. Ellis Airport
Taxiway A Rehabilitation
Erosion and Sedimentation Control Permit
EXISTING CONDITIONS
The airport property is located within the Cape Fear River Basin and White Oak River Basin. The
majority of the drainage for the project flows to existing open conveyance ditches which then flow
into existing culverts undermining pavement which then daylight into more existing ditches,
eventually flowing off airport property.
The hydrologic parameters of the existing basins within the project area are summarized below in
Table 1.
Total Area knpervi lA Time of
Basin
%� � B1JA Concentration
(A (Minutes)
Cape Fear 165.38 38.45 23.25% 47
River
[White Oak 77.27 19.37 25.07% 194
Basin Delineation and Drainage Patterns
The existing area is divided into 15 individual drainage basins. Refer to Figure 3 in Appendix A
for the Existing Drainage Basin Conditions.
Existing Conditions Discharge
Based on the existing pervious and impervious areas for drainage areas within the project site,the
Rational Method was used to calculate the peak discharge for the 2-year and the 10-year design
storms. Refer to Appendix A for Supporting Calculations for additional information.
CONSTRUCTION CONDITIONS
Basin Description
The existing basin conditions for the project area consists of 23.83% BUA. The open conveyances
for the project area lead to piped conveyance systems that exit the airport property. Current surface
water discharge causes no noticeable erosion or sedimentation problems in the area,and the main
drainage patterns will be maintained throughout the construction process and remain in place after
construction.
2

Albert J. Ellis Airport Rsasi
Taxiway A Rehabilitation
Erosion and Sedimentation Control Permit
Construction Runoff Conditions
The runoff calculations for the site during construction have taken the following assumptions into
consideration:
1. All proposed grading and paving complete
2. All pervious areas denuded and awaiting cover
3. Peak runoff rates do not consider flow losses due to erosion control devices
Considering that there are few major drainage changes during the project and considering the
assumptions above, the construction run off condition will mirror that of the post-construction
conditions. See Appendix A for runoff calculations.
Prescribed Construction Approach
The limits of disturbance are completely confined within the project limits with the exception of the
staging area, intermediate equipment storage area, and contractor employee parking area. All
areas are included in the limits of disturbance.The staging area will primarily serve as staging and
storage for contractor equipment and is currently an established permeable area.This area will not
disturb more than 0.5 acres of land. As a precautionary measure,silt fencing will be placed around
the staging area for the duration of the project to prevent any erosion.All prescribed erosion control
devices shall be installed prior to the start of land disturbing activity following the details and
methods in the Contract Documents as well as the NC DEQ Erosion and Sedimentation Design
Manual. Haul routes used during the project are established impervious private airport roads.Since
no disturbance is expected on the hauling and access routes since they are well established and
paved, silt fencing will not be initially placed. However, silt fence will be on site and available as
needed to be placed along the access and hauling roads if disturbance and erosion does occur.
The Contractor is required to immediately control all erosion on access roads if disturbance occurs.
For the project area, given the sensitive nature of an active airfield and strict FAA requirements for
active runway and taxiway operations and since overland flow is the primary source of infiltration,
large groups of inlets have been defined as the project drainage basins. Erosion control methods
requiring ponding of water act as wildlife attractants and create hazardous conditions for active
aircraft operations.The FAA has strict regulations prohibiting this practice where possible per FAA
Advisory Circular (AC) 150/5200-33B Hazardous Wildlife Attractants on or Near Airports. Due to
the proximity to an active taxiway and runway during this project,sediment traps, basins, and other
surface dewatering devices are not practical or safe to implement. This decision is allowed and
supported by N.C.G.S 143-214.7(c3) which states, "In accordance with the Federal Aviation
Administration August 28, 2007, Advisory Circular No. 150/5200-33B (Hazardous Wildlife
Attractants on or Near Airports), neither the Department nor any local government shall require the
use of stormwater retention ponds, stormwater detention ponds, or any other stormwater control
measure that promotes standing water in order to comply with this section, or in order to comply
with any local ordinance adopted under G.S. 143-214.5, at public airports that support commercial
air carriers or general aviation services." The project,totaling just over 3.56 acres of disturbed area
which includes the staging, storage, and contractor parking areas, has been phased in ten phases.
3

Albert J. Ellis Airport r?S6H
Taxiway A Rehabilitation
Erosion and Sedimentation Control Permit
See Attachment No. 1 — Phasing Plan for the project phasing. See Appendix A for drainage
basin maps and a drainage basin summary. The drainage basins will not be changing once
construction is completed.All infield inlets are to have well-established turf prior to entering the inlet
which serves as erosion control. The contractor is also required to limit the amount of disturbed
area to less than one acre per the attached erosion control plans at any given time. Regular
maintenance and sediment removal is required each week and after storm events of all erosion
control devices at a minimum. The Contractor is also required to place compacted aggregate
immediately after soil disturbance in areas where new pavement is being placed. The majority of
the disturbed area that is not paved of the project is land grading and will be sodded. Upon
completion of the project and once all disturbed areas are permanently stabilized, the Contractor
shall remove the erosion control devices along with all accumulated sediment. No dewatering is
needed given the nature of the erosion control devices being utilized. Areas disturbed by the
erosion control devices shall be permanently seeded and restored to their original state.
SUPPORTING CALCULATIONS
Refer to Appendix A for all runoff calculations and results.
PLANNED EROSION AND SEDIMENTATION
CONTROL PRACTICES
1. Land Grading — Practice 6.02
Grading will be required for 2.64 acres of the disturbed area. See Attachment No. 3 —
Erosion and Sedimentation Control Plans and Details. There are strict FAA
requirements in place requiring flatter slopes for aircraft operational safety. All cut slopes
will be 25% or flatter to avoid instability due to wetness, provide fill material, and allow
vegetated slopes to be mowed.
2. Permanent Seeding — Practice 6.11
The contractor staging and parking areas will be seeded upon completion the project. A
centipedegrass seed will be spread into place in the entirety of the staging and parking
areas. See Attachment No.3—Erosion and Sedimentation Control Plans and Details
for exact locations.
3. Sodding — Practice 6.12
Ditch bottoms and pervious areas around the new hold bay will be sodded upon completion
of final grade and project. A NC State Certified centipedegrass shall be utilized. See
Attachment No. 3 — Erosion and Sedimentation Control Plans and Details for exact
locations.
4

Albert J. Ellis Airport RSa1
Taxiway A Rehabilitation
Erosion and Sedimentation Control Permit
4. Rolled Erosion Control Products — Practice 6.17
Rolled Erosion Control Products will be installed on ditch bottoms and the steepest slope
grading to protect and facilitate the growth of seed and sod. See Attachment No. 3 —
Erosion and Sedimentation Control Plans and Details for exact locations.
5. Temporary Silt Fence — Practice 6.62
Sediment/silt fence shall be installed to retain sediment from small disturbed areas by
reducing the velocity of sheet flows to allow sediment deposition. Temporary Silt Fence
will be installed as an around all grading and staging and parking locations. Silt fencing
will have collected sediment removed as needed.
6. Check Dam — Practice 6.83
Check dams will be used as a temporary measure to limit erosion by reducing the velocity
of flow in the airport's open conveyance ditches. The contractor shall be required to clean
the dams of collected sediment regularly. See Attachment No. 3 — Erosion and
Sedimentation Control Plans and Details for exact locations.
7. Dust Control — Practice 6.84
Dust control could be a possible problem due to the large project site and the sensitivity to
pilots.The contractor shall be required to control the site by the use of sprinkling. The site
will be sprinkled as required or at the owner's or engineer's request.
MAINTENANCE PLAN
The following notes are for the maintenance and control of the temporary erosion and
sedimentation devices:
1. All erosion and sediment control practices will be checked for stability and operation
following every runoff-producing rainfall; however, at a minimum of once a week should
there be no run-off producing rainfall.Any repairs will be made immediately to maintain all
practices as designed.
2. Sediment will be removed from the check dams and the gravel will be replaced when
storage capacity has been approximately fifty percent (50%)filled. Gravel will be cleaned
or replaced when the dam no longer drains properly. All check dams will be inspected
weekly, at a minimum, and after each storm event.
3. Sediment will be removed from behind the sediment fence if it becomes about six inches
(6") deep at the fence. The sediment fence will be repaired as necessary to maintain a
5

Albert J. Ellis Airport RS6H
Taxiway A Rehabilitation
Erosion and Sedimentation Control Permit
barrier.
The following notes describe the maintenance plan for the completed surface water management
system (post construction erosion and sedimentation control)
1. All vegetated channels will be mowed to a level of two to three inches in height. All
necessary yearly maintenance including fertilizer will be conducted on a regular basis to
keep a healthy and vibrant vegetative channel.
2. Any erosion observed during regular maintenance will be immediately corrected to match
proposed design.
Proposed Construction Commencement: September 2021
Proposed Construction Duration:4 months
Contact for Erosion and Sediment Control: Chris White, Onslow County
VEGETATIVE PLAN
General
Millet grass is expressly prohibited from use anywhere on the project.
Fertilizer
The quality of all fertilizer and all operations in connection with the furnishing of this material must
comply with the requirements set forth by the FAA in effect at the time of sampling.All fertilizer will
be subject to sampling and testing by the Engineer.
Dry fertilizer shall be manufactured from cured stock. Care for the fertilizer during handling and
storing in such a manner that it will be protected against hardening, caking, or loss of plant food
values. Pulverize any hardened or caked fertilizer to its original condition before being used.
Store and care for liquid fertilizer after manufacture in a manner that will prevent loss of plant food
values and maintain or reblend a homogeneous blend of plant food elements to the original
condition immediately before use. Catalogue data and certification showing that the guaranteed
analysis of the fertilizer meets FAA requirements is to be submitted by the Contractor.
Limestone
The quality of all limestone and all operations in connection with the furnishing of this material must
comply with the requirements set forth by the FAA in effect at the time of sampling. All limestone
will be subject to sampling and testing by the Engineer.
6

Albert J. Ellis Airport nal
Taxiway A Rehabilitation
Erosion and Sedimentation Control Permit
All limestone shall contain not less than 85 percent calcium carbonate equivalents. Grade limestone
so that at least 90 percent will pass through a U.S. Standard 20 mesh (0.850 mm) screen and at
least 50 percent will pass through a U.S. Standard 100 mesh (0.15 mm) screen.
During handling and storing, care for the limestone in such manner that it will be protected against
hardening or caking. Pulverize any hardened or caked limestone to its original condition before
being used.
Seed
The quality of all seed and all operations in connection with the furnishing of this material shall
comply with the Federal Specification JJJ-S-181 and with the rules and regulations,adopted by the
FAA in accordance with said law,in effect at the time of sampling,and with the quality requirements
of the Standard Specifications.All seed will be subject to sampling by the Engineer.Supplementary
testing for seed germination may be performed by the Engineer.
Water
Water used in the planting or care of vegetation must be obtained from a fresh water source and
shall be free from injurious chemicals and other toxic substances harmful to plant life. The
Contractor shall identify to the Engineer all sources of water for approval.
Repairing
When the surface has become bullied or otherwise damaged during the period covered by this
contract,the affected areas shall be repaired to re-establish the grade and the condition of the soil,
as directed by the Engineer or owner.
POST CONSTRUCTION CONDITIONS
Basin Delineation and Drainage Patterns
The proposed design increases the amount of impervious area by 2.75% and uses the existing
ouffalls for drainage. Currently, there are 57.83 acres of impervious area contained in the
delineated basins that contain the project site.The proposed design increases the total impervious
area to 59.42 acres. See Figure 3 in Appendix A for the Proposed Drainage Basins Exhibit.
NRCS Soils and Runoff Coefficients
The majority of the proposed soil strata for this site will be composed of the re-graded existing soil
material or soil of like characteristics. Therefore, proposed soils will be taken as equivalent with
the existing. Because the proposed, re-graded soil material will be the re-graded existing material
or soil of like characteristics, similar runoff coefficients were used for basin runoff calculations.
7

Albert J. Ellis Airport RSII
Taxiway A Rehabilitation
Erosion and Sedimentation Control Permit
Treatment Requirement Summary
The proposed project has been designed to meet the requirements of Session Law 2012-200.This
permit covers the construction of 1.46 acres of paved upon area within the airport property. This
results in a net increase of impervious area of 1.46 acres.
Using the design criteria established for the site and the current BMP toolbox for airport
developments, some BMP's were identified as suitable for use at OAJ. Those BMP's are:
• Open Conveyances
• Disconnected Impervious Area/Overland flow
Open Conveyances—This BMP has been utilized to the maximum extent possible on the airfield.
The existing swales on the site have proven to me suitable and maintainable by the Airport. They
have also been shown to be effective at removing pollutants and suspended solids from average
storm events. Maintenance of these features consists of routine mowing and removal of trash and
other debris.
Disconnected Impervious Area/Overland Flow — FAA grading criteria governs the width and
slope of the areas immediately adjacent to runways,taxiways and aprons. These areas, known as
shoulders and safety areas, are relatively flat(less than 5%)and in most cases wider than the area
flowing to them.All impervious area within the project limits flows over a turf area of varying widths
prior to entering the storm drain system.
Proposed Conditions Discharge
Based on the proposed pervious and impervious areas for drainage areas within the project site,
the Rational Method was used to calculate the peak discharge for the 2-year and the 10-year design
storms.Refer to Supporting Calculations for additional information.The proposed conditions do not
change the existing basin configurations.
CONCLUSION
The rehabilitation of Taxiway A at Albert J. Ellis Airport will enhance the ability for the airport to
serve current and future patrons, creating a better and safer environment for all travelers. This
program will be an important step in maintaining the status as a premier airport for commercial and
general aviation traffic.
8

1.1 PROJECT DESCRIPTION
Albert J. Ellis Airport(OAJ) is located in Onslow County, North Carolina, approximately 12 miles northwest
of the City of Jacksonville, North Carolina, at the intersection of North Carolina State Route 111 and Albert
Ellis Airport Road. See Figure 1 —Site Vicinity Map.
FIGURE 1:SITE VICINITY MAP
.r,i Crootan
I ALBERT J.ELLIS AI 4
„,
.•
� KEY MAP
Taxiway Alpha (A) is the full-length parallel taxiway for Albert J. Ellis airport and was constructed in 1977
and has been rehabilitated once in 1994.The proposed project includes milling, overlaying, and
constructing a new hold bay. Construction plans for the proposed project are included in Appendix B.
The proposed project will add 1.59 acres of Built-Upon Area (BUA)for a total of 103.00 acres of BUA that
will exist at the airport upon project completion.This does not exceed the maximum amount of permitted
BUA of 129.50 acres at the airport. Refer to Table 1 for project and airport BUA amounts.
TABLE 1:PROPOSED PROJECT BUA
BUA Permit Area % BUA
acres square feet acres square feet
Existing at Airport 101.41 4,417,420 676.88 29,484,893 14.98%
Proposed Project 1.59 69,260 --- ----
Total at Airport after Project 103.00 4,486,680 676.88 29,484,893 15.22%
Future at Airport 26.5 1,154,340
Total at Airport 129.50 5,641,020 676.88 29,484,893 19.13%
1.2 PERMIT APPROACH
This project is a major modification to State Stormwater Management Permit No. SW8 931005 issued on
May 2, 2013. Per Section ll.10.e of permit No. SW8 931005,this project is development of the designated
Onslow Ccunty 2 Permit Modification
Albert J. Ellis Airport July 2021
Taxiway A Rehabilf_}ation

future development areas. Refer to Figure 2 in Appendix A Albert J. Ellis Airport Proposed &Future
Development Phases as submitted with the permit modification approved on May 2, 2013. Runoff from
the built-upon areas of the project flows over grassed buffers/shoulders and into grassed swales to the
maximum extent practicable. Pipes are only proposed to convey flow under roadways/driveways.The
swale side slopes are maintained at 4:1 or flatter.
The proposed project meets the requirements of Session Law 2012-200, Senate Bill 229.The design
provides overland flow that promotes infiltration and treatment of stormwater runoff from the built upon
areas into grassed buffers, shoulders, and grassed swales to the maximum extent practical. No built upon
areas are directly connected to the pipe system.The natural flow paths and outfalls of the project are
preserved in the proposed design.The proposed project utilizes several Best Management Practices
(BMPs) identified in Chapter 13 for Airports in the DENR BMP manual.Those BMP's are:
» Disconnected Impervious Area/Overland Flow
» Open Grassed Swales
1.2.1 Disconnected Impervious Area/Over land Flow
FAA grading criteria governs the width and slope of the areas immediately adjacent to runways, taxiways
and aprons. These areas, known as shoulders and safety areas,are relatively flat(less than 3%) and in
most cases wider than the area flowing to them. This BMP is utilized for stormwater runoff from the BUA
associated with the proposed pavement. Research has shown that the majority of the pollutant removal
occurs in the first 8 feet of overland flow. Maintenance of this area consists of routine maintenance and
preservation of the stand of grass.
1.2.2 Open Grassed Swales
This BMP has been utilized to the maximum extent possible within the project area. Grassed swales have
been shown to be effective at removing pollutants and suspended solids from average storm events. This
BMP has been utilized off the edge of the proposed hold bay. Maintenance of these features consists of
routine mowing and removal of trash and other debris.
1.3 CONCLUSION
The proposed Taxiway A Rehabilitation project is revising State Stormwater Management Permit No.SW8
931005 by adding 1.59 acres of BUA.The proposed project complies with the requirements of Session
Law 2012-200,Senate Bill 229, which allows for the proposed activities to be deemed permitted.
Onslow County Permit Modification
Abert J. Ellis Airport July 2021
Taxiway A Rehabilitation

. . -
. .
. .
. .
'', . r - '107-,—-•••,. . . . .. .,,,.. .._.,:,..,_______,,z,..:
_, .. • • t. - . ,-
... • . \4bit41,?2,1v.f.-"vit.:. ir. .,. • "6-.-'!-Ct ,_'0..• '
-,7.. 5
- ' - i.. •,' - -- IA....-7 ....- --4.-* -, • ... - '---• , :-...
E CD
. .'.(4;:-.-3 -. .• • • .. . - / , -•:.i%„; • .- f..; Z •
• .
. . ..,..., ., • ! ..1
P -rd'
• I.` • . _ .1 • it: :-.5.',`-''',L"
3\ • . •
. -i'., •
.....-.. • t . • v, ''', f---' .7. :--,".
• - •.-.Q.,'.."5 c -c.
.-• ---.---•- -, . 7.3 a, ::.. , -,.-'
."" ).......,_, • . _ E r3' :=7.: ''' T-':
/ .
• ,
- - --
.ci • -....7 , ......-. `,-4, .1,
. .7sy.,..,.. •
.,.._. ETT„.• .r.ri z .-..
,, ,...• „, ___ •-,
ti.,• D .- .".•C.:
-
-.4 ...4". .
• •
' •
,,,......--.."1•. • • . . .,
. ... - ..- .. ._
_ _.. .
... -' ' • ,-,', ..-i<r-f- ,•-•
I., .. '-'••a;•-`-? •--''
- • •
• :r-'.‘ . • - .1,i •--• V]:-.Z.: ...,-"...a.i.
'' :::: Z ..• ...„--.:•-`,,",:'
, . . , -:.i 1 • ... ...„
- _•• s:. ' .-.APP' '''''•• .-"- -..j..L
..- At:N..144r• ,_:.•- -
.:.- . .--.-- .14': 2-- - ••
i i..., . . • _.: •.. = -7-
-• .._74-. . . -... ..-...- ;_••: :7" -:•,
• -.
•
•
• .. • ,
. • .
• • .
4 ... .. . ••: .,' -.- ",.-:1. --•
-'1'. •'.'. -,- -',/ • -
%...'• -v..1A..t. ..ii...e..- • -t'•--. ; - - ..'• -- -, . .-'
. • V . •
/ • ..F, .-• - •::
.•[ 1 . --
C.i... • (:: - E.- EL 7..•
.. ... ...'
:•.' e ;• ''' ''''..!
'7-•Aril'--• *.• . -..:... •-. - - Z .-1... E li. .-..='.-,'_ •
"...-.$,.\--..-0- - . . ,, __. ., .. - -. ,: .,..T-:.-A-L---•;•-;-c ...•
. . )
,.... ..:,... .:i., .,
- I- -•,'
!..-7....."-e. G .›,....,..-• I F,..7
• -,......i.-7 :,-
- • . ',"-Z.:'..'t-'-:;..-r- -. ....,
. / 'alb* 6. f.'. .,..•-
••••-...-..,.
.-.. . .,,
._
. .. :.,.
....,,
_ . ...
.. • • ••....._ ". 4:-.-1..- -
, .
, . .. .
1 •
, -, ,.).''. - Z •':••.• 74, •-
'--
, -.i.j.:.4'7' . ..''r4---F-N""• '..• .. , 1., ..,.
V1- ,.... • _. ..., .. __
•'-' .
‘11.
''-.^'-.4.,tit'. , AL"' •" -
; .;‘!..:•••*-0-r_i .- -. ...,. ., .Y.. ir': ...•• _.-...:
_,...... 4, -Z.71-• •
.. .....".--4..... . .,
• . •• •......•.. . . „..,.. ....
'7'.:77,.._, .0.. ' '..4:.....1..1.:-.::•. .•-•• : .-•.'•. -
• 'i --
_4.
...1 •
4.1.4f ::t.•'-_-,4r' r.:-. .''''.,,,. _.. .v...4.._....... .,..'. ••
•'-`• .e...
• ....'- • .-. !... • _,,t •
•••..
li
- •...t .:440110'
1, '- •--...., .
• - 'I 114 / ' 1. ''.._ ..
.. t
. . ......_.: .. _,_ • _ ..•.. .
I. ,• ...
. 1 , . .
• .• . -...---.-.----..
- •
, .
.-. • .-
•
....)_

future development areas. Refer to Figure 2 in Appendix A Albert J. Ellis Airport Proposed &Future
Development Phases as submitted with the permit modification approved on May 2, 2013. Runoff from
the built-upon areas of the project flows over grassed buffers/shoulders and into grassed swales to the
maximum extent practicable. Pipes are only proposed to convey flow under roadways/driveways.The
swale side slopes are maintained at 4:1 or flatter.
The proposed project meets the requirements of Session Law 2012-200, Senate Bill 229.The design
provides overland flow that promotes infiltration and treatment of stormwater runoff from the built upon
areas into grassed buffers, shoulders, and grassed swales to the maximum extent practical. No built upon
areas are directly connected to the pipe system.The natural flow paths and outfalls of the project are
preserved in the proposed design.The proposed project utilizes several Best Management Practices
(BMPs) identified in Chapter 13 for Airports in the DENR BMP manual.Those BMP's are:
Disconnected Impervious Area/Overland Flow
» Open Grassed Swales
1,2.1 Disconnected Impervious Area/Overland Flow
FAA grading criteria governs the width and slope of the areas immediately adjacent to runways,taxiways
and aprons. These areas, known as shoulders and safety areas,are relatively flat(less than 3%) and in
most cases wider than the area flowing to them. This BMP is utilized for stormwater runoff from the BUA
associated with the proposed pavement. Research has shown that the majority of the pollutant removal
occurs in the first 8 feet of overland flow. Maintenance of this area consists of routine maintenance and
preservation of the stand of grass.
1.2.2 Open Grassed Swales
This BMP has been utilized to the maximum extent possible within the project area. Grassed swales have
been shown to be effective at removing pollutants and suspended solids from average storm events. This
BMP has been utilized off the edge of the proposed hold bay. Maintenance of these features consists of
routine mowing and removal of trash and other debris.
1.3 CONCLUSION
The proposed Taxiway A Rehabilitation project is revising State Stormwater Management Permit No. SW8
931005 by adding 1.46 acres of BUA.The proposed project complies with the requirements of Session
Law 2012-200, Senate Bill 229,which allows for the proposed activities to be deemed permitted.
Cns!ow County Permit Modification
Albert J. Ellis Airport July 2027
Taxiway A Rehabilitation

Hydrologic Soil Group—Onslow County,North Carolina
1.1
7;1 Di
2 010 28011D =MO 213120 231�0 23r Min34°50'27 N I I I I I I I
34°50'27 N
V
r
4
,.1
_ Y r7 -
• t
4. 4.
.,r . #
•
c,
1 }
.
01 JP,
3''
Adir'
i
Ik B
34°48'57 N I I I I I 34°48'sr N
2E0000 2130800 MECO 231200 281530 231800 232100
Map Scale:1:13,600 if printedon A pork ant(BS'x 11") PR
rn
k N a 200 400 80D 1 rn
Metrs E-
Feet
N0 5oD 1000 2000 sooD:UT hbp Pro]el�on:Web Ma br Comer mordinats:W684 Frlrp ti6M Zone 18N WGS84
t SDA Natural Resources Web Soil Survey 7/12/2021
Conservation Service National Cooperative Soil Survey Page 1 of 4

, NY
N..,
O C
Ca N h
O _C a3 j �_ N
0 N C0 CZ I a1 a co
ti co
a
a) m' O E a a) co C O
VI C o o U o y a7 O C
a)) E aa)) a) y E -o f a `� cY
o_ o)
c � ooad m m en -om E
Z m c a a) 3 CO E E o co..o m
O E y ao o w " U ° 0 w c
47 LVl N ij O y -0 2 z U N V E m a
Q 3 0 (/) a Oa LO N >
O_ C d a)a N > a) Q 'CN O a) t w 01
O O C `1 O N O - a0
E U w as CO r (n v o y °"
Q -C to G C ca (0 D z C a) W 0 0 >,
O re O lOtl U O C O C fd C CO
E
LL a) C 0 m d C U o O O N y 00 CO E >-a O
Z 'a aoi g � 'vo � m c� U � a ymEc
E art .0, c0ay) a') EE .`a) oo a y �o � -0
a.
.... th CO en
ov o 'c om` 0Q 7� i > a.. coa C
o
C is co .0 2 Q $ co .1N'z a7 O C a as
Na a) p a a) o N O
.N CT L � a)rN EC N aa 0 ._ v a) 2 o'a; �
ZOc °a) aZ� ai a -, ctowm ca
oa af°
yo dE oy •oc 00a) a) o of ZQ oo m ^ L0Z`o
a) N O o N N ` a H C O o-a co E 4 N O O-Q a1 C
C a) Nt as a) 7 - o O.d a) O (A - — — 0 .O-. N o E m=---
'� -c N a) a) o O CC O2 a) U E.r. 0 7 O �? a) .c O E L
a7 I- r d E (/) >0 rL OaQ a3 H O (n C/) 0)4- ON F o ._ co
C.)
L
'C T
O a)
z E
a)
c
> >,'o
U 03U
o 0) .
c d Ts o`
n
m
W a) l
2 a C a) C a)
(� O
L
U L E C
c o O
co N w ai as
S 2c' d Z
v E .5 o
'c) 1 m m L reo Too in o m E c a m co .w
`O c.) U ❑ Z ! Cn w r C 7 m J a Q
2 of -t _
Zla © ® • b
I.- eii n
w
—I m
a
< 0
a PI_
Eo C C
m C do
C O O
O a m .41
Q "o >. a m m C
C
E a° 0 o ❑ o ❑ 0 ❑ "8 a°co 0 0
La Q an < a m m U 0 ❑ z a < a m m U 0 0 z as < a CO m
II
E C a)
o
E2 ❑ ❑ ❑ ❑ ❑ ❑ ❑ o 1 t 1 1 1 1 © � . �y
E m yr h CO c c
ui El re 0
3
0 0
ZC.

• wz o �F
a : o
E 1 �q) d ! is i 1g g 6 Llig,t � m_ il9 WLLi s s 1i 1,11
. .u,9E z! ni a @ o o i(il' z_ o
3u--e z o i€ i
Cs
E p i
l ip, 11.
y •l _ €m gas
4 IL ' .1 Z ifi * ii.V go® W =u 1 �,,�
ii
E� : � Lit
I . ssi °s 9 T.
i i• Q �+ }
()
:).' I
.! 1 ii -....
- 1 '1
• 1
iE4
f 1 s e
1 •
i
r
i j r a
'I
.! . '\ {)
1 a 1;: ( �I
1 =1
1
i! I :8 fI
{f11
I
j _ f a
1 i
`s
P. . \.,
. \ ' 4 �ti a1
I • 4 3 1 i 1
. (.:'-'
4 • 3 ;I'
i
V , 1.
r 1 / I.
t
I../„:"/ V • I
iv-) •
1 --1

•
E s
I11I
s� 6 o, 1'4, ea3
g L it " s �LLz
Z a a
a F : z N
a °s
�g1. v g
i
: e:® � —o
Vow_ ill
..
tin w id 1
f te» 1 Willa ! W ` � *m 5 I eW1 B „ m
1 �� iHII m.
d
®n13i16338 01n vr.
I ti
1
lil ! ,
Y 111
nl
I
I I
I 1
l
1
j I t
SI
•
p I
1
I
1 I
1 I
I
I
j 1 .
I
1`
I
1 I
i I
1 R
1 I
j .
8+ 1
ry
II
Z ' I
m I
I 1
g
3
.. _ i MI.R E
Coro L Ill,in: MI NalVw C

y z
111111
IIf�' 3U
ii
q p _wee. 1 Wit�7 i 3 0 11M 1 ° PU'
- ppo
W.1'I Z U is i�6 ` b•N
6.5 Eli II
4 ::::: W UJ
i . 11zzw 1111o..3461.
i
Xildii
i l - N
• 4 11 ��
, .
1
! i i .
sl
I
e s
II I
•
jI T
•
•
•
•
I
! = /- .. R
it I
4
S}I
i 1
' '
I
•
I $I
' R
i I l ill! :
:t
J 1 .
I. 1 AT
333 a3313332-M1I3nivn

�g a z s op
0
e of
•
V— 6 LL eae is a zo� € Ijjj!
i3 I!;
�. t— ' ®11 'I k ` Z ° .T' py
I .1nAt III a ii181; 1_1 � '
a j;tl Z i i S F €2 i$B W ill ! �' �Ct' R li
ggg g. 9
W j Ii IK W I E 3 3 $i 3 3 O 21§10
I 1 ' I Z 16"19
1101
. 1 I ' i _.. ..
I Li • on Me�anuv s x
I
! di
1
.1 1, ' i
r
I
i II
I aT
• i
' U, I
I *II
nIF!,
, i
` <<
9
1
si
i'I\
M
H
4
( 1
I 1
2 = 1
i/ / I
ell
i
C
1 Il I, I
1
i/ 3
�' w
i , 1):',' V
I'
it ' ' 1
• - �a.��diwe�i3s�awn+o�vw
L

Y pia o Z
111111
3a . DiE"� 4 U
st C _�7 .. h9UH
_��Wa ; a Wok 3 ,€
IZ 1.
pe 8 z S `ei Q'W
G Oil O
a In
Z € mg 11
0
I I : L
i a
�I '
a9_\
i ] \ \ti � I
1.
i) , \\\\\
',
If
i �� fil\\._H'
� ��
$
I \\
1 F II ' II
. I: ' \ \ , ,
,:, \ 't \ VI \ i i' i ,, -.
1� o
�,
, 1 ' \
\/7. / ,///
sp
. \\\\ , / /,'; e.' '
t 1 i A / ',FY
i +' i
•
MO -M1,n.1W1

s p <- i 25 1R!
mod•.. i O� QF wS i l=1� 4:a 6 q =mi
111111
Wa _� sII
�`� :as 5g 3 iLLz `s ni �E�p9e ®= aeaZz$W .o
ifil
r‘l a W E i
g
4O. . �t_•21 ' ;V n ra i o i R zp
�; i a ;eeeegg W
' i I YJ ; ,
OM 316336-3u,3n1v1.
•)
\ - ,,!,,,,\\\,.,,,.\\1/4 s, '1\i I), I•1:
"Ili.
,I
, • A
. , : !, , ,
., ,
t/Vijim"4---:
- 1//1 / ,
•,-----7---"------..-. i k
l l (.' L
1,1
-c •\• \ \
j •
d ' //'
.g
ill
fir„ ` I. 1 3.
®iv,)
l
I t ! I
II < ,= t f
K11,1,131 6 116-314I11401.

i z
o ifIIIp a a
_ead Y
'""
z U .I ;; . u V o
1_j g o
�., 4 =gS 1 B 1 ill
ri
z y
it
e — I _ J N
Iit t � Br I
I
I
I
o
Iw
•
41 ,
/. I
1 f ,------
\ #AvMIxY1
ii ‘,..\____,
1
•
I J/(r y f I I I
, 8
!
\14
PI
c i
8
1
S�
I
f � I
�~ a $' a

0—
Mg J ii
Lu
hili ''' 2.13"' 5,1g; � 0 I
��i3.Q ii3w�� ;EIg o<� e3
' $ e Z '�� �i�` upa.
‘i [lb' III .'. il §glIN c 1 .3 .:.-
pg
•ct x
II. ia
lgi i i ® z g W t Q I
3i ,
6,11 PI
i '
_ A6.�133H6 336-3N9 fx1vx 9
1� = _ I�
tom` 4
\p
1
j
I
s
1.
! R}
i•
ii !
i i
. ( .
of
i
N
W \\,),..4(
Q 5
z
I
i
' p 1
S II
1l
, \jiti-e 1 ,
xI 3
JI; , ) /(
' \ 1./ •
I j I ' ',...,' L
I
S
•
UM Ole 336-3M O..

Z w A I
a o eI
dill 7,.... ; .9 ;g d wow o € € � =_v'° ' o��
B El: eg B€a i WC ii a= 3- 1 ��� "i :c e: ®: zm B au
F- Z 1 m O
I 1 zg , ii 91 � rl� �of la ' 4, x3
i i t J I 1 g,g
I :t 1 ill
I Mil i
Mg 3.n WI
II
E rt
I \V '9"..-!r.--1 - - ,s
.i ) t ,
1 \i/ -1 tl SI i
I I i L.1'' ■ '�J
I I 17 eAIMIXVl
j FO 1I. aI
± ;yI1I i
` il (
I
el
,1 yY I
1 _i
i
In I
SI
\t\
r' 6 z
0
j J' 'j z
r p
� I
`--y
',+..`.� — 1
`" 81
m
'l ,! I /I ', r lvAVMIXV±
1‘ 4 '/I
\ / L1

$ a C6
i o
i Wd l
2i S m
� Qpg : w O
I
i Wow
�w�
/ . 2U I
° I!9II igLL
f
B ze '�l
- f t e8' 2.1 au
ii:�° glil
Ti i$ u .p... G
1.ilk _ -f°=io rig
-1E10, a - i - 5§8 ; x§ ` 0 T '01 it
1::"..,-! m. uo ii) .!2•Lippoofil 111 i 1 Etn +6Ljt 51
Ill `.'� 3 Z € ill
li
4rn 1 8®aa1
I
BEI3 3N933B-3N,l1OlVN
1
LL
it
h \ 1
I
Ii '
W
I I ', i M1M1 1
' fl Q
8I I
I-
•
; . I i
Il
i
' '1
ii
a• 1 : I it
}
• 1 III
I
. , , , ti ,
: i , 1 ,I'l
1 \
/ ;,,
ii
it
.,
4aawaaaaa.aaa-am_a:-a-s.a imp a I 70• +� :ra $ ..
1 a
. i I
� a�
a
LLk_:'
t

•
Weaver, Cameron
From: Mueffelmann,Chris <[e-mail]>
Sent: Tuesday,July 13, 2021 4:52 PM
To: Weaver, Cameron
Subject: RE: [External] Albert J. Ellis Airport Taxiway A Rehabilitation Express Permitting
Attachments: OAJ TW A Express Permits Request.pdf
CAUTION: External email. Do not dick links or open attachments unless you verify. Send all suspicious email as an attachment to
REEJCWc jam.
Cameron,
Perfect, thanks for pointing that out!
Please see the attached for our revised submission.
Thanks:
Chris
Chris Mueffelmann
Aviator.Associate
8521 Six Forks Rd, Suite 400, Raleigh, NC 27615
919-925-4123
[e-mail]
rsandh.com j Facebook I Twitter I Linkedln j Blog
Stay up-to-date with our latest news and insights
insH
From: Weaver, Cameron<[e-mail]>
Sent:Tuesday,July 13,2021 13:08
To: Mueffelmann, Chris<[e-mail]>
Subject: RE: [External]Albert J. Ellis Airport Taxiway A Rehabilitation Express Permitting
The form you submitted has spots for other Express Permitting options,and Erosion Control is the bottom side box
before the Wetlands information on the form. Complete that portion and resubmit an expanded narrative so that I can
get both permit applications in our queue.
Cameron Weaver
Environmental Assistance Coordinator
DEACS-DEQ Wilmington Regional Office
127 Cardinal Drive
Wilmington NC 28405
[e-mail]
Direct: 910-796-7265
1

DEQ: 910-796-7215
From: Mueffelmann,Chris<Chris.Mueffe![e-mail]>
Sent:Tuesday,July 13, 2021 12:54 PM
To:Weaver,Cameron <[e-mail]>
Subject: [External]Albert J. Ellis Airport Taxiway A Rehabilitation Express Permitting
I
ICAUTION: External email. Do not dick links or open attachments unless you verify.Send all suspicious email as an attachment to
Report Spam.
Good afternoon Cameron,
I'd like to schedule two express permitting meetings for our upcoming pavement rehabilitation project at OAJ
airport.
One meeting for the express review of our erosion and sedimentation control permit and one meeting for a
major modification to our low density stormwater permit.
I've attached the Express Permit Request for the stormwater permit here, however, I'm not seeing a similar form
for the erosion control review. Am I overlooking a document, or is there a different process for that permit?
Thanks,
Chris
Chris Mueffeimann
Av aton Associate
8521 Six Forks Rd, Suite 400, Raleigh, NC 27613
919-926-4123
[e-mail]
rsandh.com I Facebook I Twitter I Linkedln Blog
Stay up-to-date with our latest news and insights.
RSitl

Taxiway A Rehabilitation at Ellis Airport Express Request
Norris, Kellie E <[e-mail]>
Tue 7/27/2021 2:38 PSI
To: [e-mail] <[e-mail]>; [e-mail]<chris_white@onslowcountync_gov>
Cc: Hall,Christine <[e-mail]>;Weaver,Cameron <[e-mail]>
Mr. Slater-
I have reviewed the express request for the subject project. The request was submitted as a major modification.
This permit modification would actually only be a minor modification. The fee for this is$1,000. Also at the time
of the submittal at the express meeting, please provide an overall sitemap.
Please let me know if you have any questions.
Thank you-
Ke.LG.e 13e1-1A, Norri s, EIT
Environmental Engineer
NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Phone: [phone]
J
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties.

• chri s I�Jhi�'G
• P4 4-ch Sp r a ti l clEr
non- SA •
• no j�(e -1 n S
cdc�v hd ai n9 1oa l ) acce36 roaj
C (009 4 C,(v 1 p —• 5 -1 h+ Show 5u.A bei o'` c)Ae.3
• 5 - C �bo 1.4.4- 1.t j,o W n .� rcl
• PAO ` f� �� 7
1• 7'r P jiCt�
, Figae 4 aed 24fe/
• G301 - dui I of 4/ale •
kleec s
check
• 2" 5c4- of -cull Plans
• or i3 i nil Siena-kLre-.
a S(/tY��►G G Inlil'�'cr r1� \
a,i w"1 of Si 4 . Cf1 ure- 4-
• col � 9
'� ift.t.t1 SiZcS .

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Filter Strip, Restored Riparian Buffer and Level Spreader
Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected,repaired or replaced immediately. These deficiencies can affect the integrity
of structures,safety of the public,and the removal efficiency of the BMP.
Important maintenance procedures:
- Immediately after the filter strip is established,any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
- Once a year,the filter strip will be reseeded to maintain a dense growth of
vegetation
- Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
- Two to three times a year,grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency.Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC,1993).Forested filter strips do not require this type of maintenance.
- Once a year,the soil will be aerated if necessary.
- Once a year,soil pH will be tested and lime will be added if necessary.
After the filter strip is established,it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch(or 1.5 inches if in a Coastal County).
Records of operation and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potential problem: How I will remediate the problem:
The entire filter strip Trash/debris is present. Remove the trash/debris.
system
The flow splitter device The flow splitter device is Unclog the conveyance and dispose
(if applicable) clogged. of any sediment off-site.
The flow splitter device is Make any necessary repairs or
damaged. replace if damage is too large for
repair.
flECEIVE
JAN022013
BY:
Form SW11401-Level Spreader,Filter Strip,Restored Riparian Buffer O&M-Rev.3 Page 1 of 3

BMP element Potential problem: How I will remediate the problem:
The swale and the level The swale is clogged with Remove the sediment and dispose
lip sediment of it off-site.
The level lip is cracked, Repair or replace lip.
settled,undercut,eroded or
otherwise damaged.
There is erosion around the Regrade the soil to create a berm
end of the level spreader that that is higher than the level lip,and
shows stormwater has then plant a ground cover and
bypassed it water until it is established. Provide
lime and a one-time fertilizer
application.
Trees or shrubs have begun Remove them.
to grow on the swale or just
downslope of the level lip.
The bypass channel Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully,and then
reestablish proper erosion control.
Turf reinforcement is Study the site to see if a larger
damaged or ripap is rolling bypass channel is needed(enlarge if
downhill. necessary). After this,reestablish
the erosion control material.
The filter strip Grass is too short or too long Maintain grass at a height of
(if applicable). approximately three to six inches.
Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully,and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Sediment is building up on Remove the sediment and
the filter strip. restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Plants are desiccated. Provide additional irrigation and
fertilizer as needed.
Plants are dead,diseased or Determine the source of the
dying. problem: soils,hydrology,disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application
Nuisance vegetation is Remove vegetation by hand if
choking out desirable species. possible. If pesticide is used,do not
allow it to get into the receiving
water.
The receiving water Erosion or other signs of Contact the NC Division of Water
damage have occurred at the Quality local Regional Office,or the
outlet. 401 Oversight Unit at 919-733 a78C.
JA,r O> p
Form SWTJ401-Level Spreader,Filter Strip,Restored Riparian Buffer O&M-Re . ►�f
BY•

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Albert J Ellis Airport Stormwater Management
BMP drainage area number:
Print name:Christopher White
Title:Airport Director
Address:264 Ellis Airport Road Richlands,NC 28574
Phone:[phone]
Signature: L�
Date: 0-121 Itz
Note: The legally responsible party should not be a homeowners association unless more than 50%of
the lots have been sold and a resident of the subdivision has been named the president.
I, ✓ 00(41A I C Jeitn , a Notary Public for the State of
()c)e \ b4AtUnk , County of bn'l b'J) , do hereby certify that
Ch T\W v5N14 personally appeared before me this 21*)
day of DaLlnntPf , 24-50'•, and acknowledge the due execution of the
forgoing filter strip,riparian buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal, 61/111/44k (6/Aff4f4f --J
SANDRAJ.JANSSEN ►
4 NOTARY PUBLIC ►
ONSLOW COUNTY ►
STATE OF NORTH CAROLINA ►
' MY COMMISSION EXPIRES 5-17-2014
SEAL
(*).
My commission expires Mt, 11 r v' J
AH 0? 2013
Form SWU401-Level Spreader,Filter Strip,Restored Riparian Buffer O&M-Rev.3 Page 3 of 3

a
Permit Name:
(to be provided by DWQ)
Drainage Area Number:
Grassed Swale Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected,repaired or replaced immediately. These deficiencies can affect the integrity
of structures,safety of the public,and the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area of the grassed swale will be carefully managed to reduce the
sediment load to the grassed swale.
— After the first-time fertilization to establish the grass in the swale,fertilizer will
not be applied to the grassed swale.
The grassed swale will be inspected once a quarter. Records of operation and
maintenance will be kept in a known set location and will be available upon request
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potential problem: How I will remediate the problem:
The entire length of the Trash/debris is present. Remove the trash/debris.
swale
Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully,and then re-sod
(or plant with other appropriate
species)and water until established.
Provide lime and a one-time
fertilizer application.
Sediment covers the grass at Remove sediment and dispose in an
the bottom of the swale. area that will not impact streams or
BMPs. Re-sod if necessary.
Vegetation is too short or too Maintain vegetation at a height of
long. approximately six inches.
The receiving water Erosion or other signs of Contact the NC Division of Water
damage have occurred at the Quality 401 Oversight Unit at 919-
outlet. 733-1786.
flECEIVE
JAN022013
BY:
Form SW401-Grassed Swale O&M-Rev.3 Rage 1 of 2

Permit
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Albert J Ellis Airport Stormwater Management
BMP drainage area number:
Print name:Christopher White
Title:Airport Director
Address:264 Ellis Airport Road Richlands,NC 28574
Phone:[phone]
Signature:
Date: 11-1211t7i
Note: The legally responsible party should not be a homeowners association unless more than 50%of
the lots have been sold and a resident of the subdivision has been named the president.
I, 60L 1(1d0 �.1 1 � e/r) , a Notary Public for the State of
f\bv#\ MOVI (1l ' ,,`County of �In44OW , do hereby certify that r� {
VI`jb � L lr personally appeared before me this 21`'�,�
I
day of 'l3.C.t-NOS/ , 2'0�d') and acknowledge the due execution of the
forgoing grassed swale maintenance requirements. Witness my hand and official seal,
$/vvtaiyA
4 SANDRA J.JANSSEN
NOTARY PUBLIC
ONSLOW COUNTY
4 STATE OF NORTH CAROLINA
4 MY COMMISSION EXPIRES 5-17-2014
SEAL
My commission expires ntki f 1)\O` 110
BY: ?413
Form SW401-Grassed Swale O&M-Rev.3 Page 2 of 2

IVEViTigMr7s
Albert J. Ellis Airport giOCT 2 2 1993 j
Stormwater Project No. 931005
Engineer/Designer/Owner Certification
main A. Riley, P.A. , having been authorized to observe
(periodically/weekly/full time) the construction of the project,
Albert J. Ellis Airport Perimeter Road, Apron Repair and Airfield Signage
(Project)
hereby state that, to the best of my abilities, due care and diligence was used in the observation of the
construction of the stormwater control system for this project such that the construction was observed to
be built within substantial compliance and intent of the plans and specifications approved by the NCDEM
Water Quality Section. The layout of the impervious surfaces and the road details, as constructed,
conform with the layout and road details shown on the approved plans. A copy of the recorded Deed
Restrictions is attached as required and further confirms that the project, as constructed, does meet the
requirements of the North Carolina Stormwater Rules.
Signature _fi* /1
Date �o// /
STORM WAT
Lbj
OCT 2 2 1993
-,� f_ g31005