SW8931005_Historical File_20150129

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald van der Vaart
Governor Secretary
January 29, 2015
Christopher White, Director
Albert J. Ellis Airport
264 Albert J. Ellis Airport Road
Richlands, NC 28574
Subject: State Stormwater Management Permit No. SW8 931005
Albert J. Ellis Airport
Deemed Permitted Stormwater Project/Session Law 2012-200
Onslow County
Dear Mr. White:
Effective August 1, 2013, the State Stormwater program was transferred from the Division of Water
Quality (DWQ) to the Division of Energy, Mineral and Land Resources (DEMLR). All previous
references to DWQ will remain in older stormwater permits issued prior to August 1, 2013 until they are
modified. Please note that this modified permit now references DEMLR as the Division responsible for
issuance of the permit.
The Wilmington Regional Office received a complete, modified Stormwater Management Permit
Application for Albert J. Ellis Airport on January 9, 2015. The applicant has certified that the project's
built-upon areas have been designed to meet the requirements of Session Law 2012-200. The
applicant has indicated that all existing and proposed parking areas, roads, taxiways, terminal
buildings, runways, aprons, etc., provide for overland flow that promotes infiltration and treatment of the
stormwater into grassed buffers, shoulders and grass swales. As such, the project is deemed permitted
pursuant to the State post-construction stormwater requirements. We are forwarding modified Permit
No. SW8 931005 dated January 29, 2015, for the construction of the deemed permitted built-upon
areas associated with the subject project.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein, and does not supersede any other agency permit that
may be required. This modification covers the construction of the General Aviation Terminal and Apron.
The approved plans for this modification are added to the previously approved plans.
If any parts, requirements, or-limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings
(OAH). The written petition must conform to Chapter 150B of the North Carolina General Statutes. Per
NCGS 143-215(e)the petition must be filed with the OAH within thirty (30) days of receipt of this permit.
You should contact the OAH with all questions regarding the filing fee (if a filing fee is required) and/or
the details of the filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone
at 919-431-3000, or visit their website at www.NCOAH.com. Unless such demands are made this
permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Linda
Lewis at(910) 796-7343.
Sin rely, R
Tracy D is, P.E., Director
ivision of Energy, Mineral and Land Resources
GDS/ari: G:IWQIShared\StDrmwateAPermits&Projects11993\931005 LD12015 01 permit 931005
CC' Tanyn Little, P.E., RS&H
Wilmington Regional Office Stormwater File
Division of Energy,Mineral,and Land Resources
Land Quality Section—Wilmington Regional Office
127 Cardinal Drive Extension,Wilmington, North Carolina 28405-(910)796-72151 Fax[phone]

State Stormwater Management Systems
Permit Number SW8 931005 Mod.
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
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 Director
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 requirements of Session Law 2012-200 for Airports. The
approved stormwater management plans and specifications, and other supporting data
as attached and on file with and approved by the Division of Energy, Mineral and Land
Resources, are considered a part of this permit.
The Permit shall be effective from the date of issuance until rescinded and shall be
subject to the following specific conditions and limitations:
I. DESIGN STANDARDS
1. This permit covers the construction of a total of 129.40 acres of proposed built-
upon area within a 676.88 acre project area. Prior to this modification, there was
93.17 acres of BUA permitted for the Airport. This modification adds 4.45 acres
of built-upon area, resulting in a new permitted BUA amount of 97.62 acres
equivalent to 14.4% of the total site area. This leaves 31.78 acres 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. The tract is
limited to a maximum of 203.06 acres of built-upon area.
3. Approved plans and specifications for projects covered by this permit are
incorporated by reference and are enforceable parts of the permit.
4. Per Session Law 2012-200, runoff from built-upon areas of the project must be
maintained via overland flow that promotes infiltration and treatment of
stormwater runoff into grassed buffers, shoulders, and grass swales. Maximum
side slopes shall be 3:1 (H:V) as defined in the stormwater rules and approved
by the Division.
5. No piping is allowed except that as shown on the approved plans.
Page 2 of 5

State Stormwater Management Systems
Permit Number SW8 931005 Mod.
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. The permittee shall not subdivide and/or sell any portion of the 676.88 acre
project area, in whole or in part, unless and until the Division is notified of the
sale and approval is granted. The new property owner shall be required to submit
for and receive a permit to cover the development of that subdivided property.
5. 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.
6. Prior to the development of any future BUA or additional built-upon area in
excess of the currently proposed 129.40 acres, a permit modification must be
submitted to and approved by the Division. The modification must demonstrate
that the built-upon area does not exceed the maximum amount permitted under
this permit and that it meets the requirements of Session Law 2012-200.
7. 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.
8. During construction, erosion shall be kept to a minimum and any eroded areas of
the swales or other vegetated conveyances will be repaired immediately.
9. Within 30 days of completion of the project, the permittee shall certify in writing
that the project has been constructed in accordance with the approved plans.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size or scope.
b. Redesign of the project's built-upon area or treatment.
c. Further development, subdivision, acquisition, or sale of any, all or part of the
project area.
d. Filling in, altering or piping any vegetative conveyance shown on the
approved plan.
e. Development of the designated future development areas.
f. Additional built-upon area over and above 129.40 acres.
g. Any changes that affect compliance with Session Law 2012-200.
Page 3of5

State Stormwater Management Systems
Permit Number SW8 931005 Mod.
11. The permittee shall at all times provide the operation and maintenance
necessary to operate the permitted stormwater management systems at optimum
efficiency 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.
12. The permittee shall submit all information requested by the Director or his
representative within the time frame specified in any written information request.
III. GENERAL CONDITIONS
1. Any person or entity found to be in noncompliance with the provisions of a
stormwater management permit or the stormwater rules, is.subject to
enforcement action in accordance with NCGS 143, Article 21.
2. The permit issued shall continue in force and effect until modified, revoked or
terminated.
3. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re-issuance, or
termination does not stay any permit condition.
4. 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
as allowed by the laws, rules, and regulations contained in Title 15A of the North
Carolina Administrative Code, Subchapter 2H.1000; and North Carolina General
Statute 143-215.1 et. al.
5. This permit is not transferable to any person or entity except after notice to and
approval by the Director. The permittee shall submit a completed and signed
Name/Ownership Change Form, accompanied by the supporting documentation
as listed on the form, to the Director at least 60 days prior to any one or more of
the following events:
a. An ownership change including the sale, subdivision, and/or conveyance of
the project area in whole or in part;
b. Bankruptcy;
c. Foreclosure;
d. Dissolution of the partnership or corporate entity;
e. A name change of the current permittee;
f. A name change of the project;
g. A mailing address change of the permittee;
6. The permittee is responsible for compliance with all permit conditions until the
Director approves a transfer of ownership.
7. The permittee grants permission to DENR Staff to enter the property during
normal business hours, for the purpose of inspecting all components of the
stormwater management facility.
8. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state and federal), which have jurisdiction.,
Page.4 of 5

State Stormwater Management Systems
Permit Number SW8 931005 Mod.
9. Unless specified elsewhere, permanent seeding requirements for the swales
must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
Permit modified and reissued this the 29th day of January 2015
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
--- -------- ------------- --Sib/------
Tracy Davit P.E., Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 5

DEl41LR USE ONLY
Date Received Fee Paid(express only) Permit Number
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWAI'ER MANAGEMENT PER1EidU PLAN REVISION APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION //--��
1. Stormwater Management Permit Number: SW8 931005 Ems✓E 1VE
2. Project Name:Albert T. Ellis General Aviation Terminal and Apron AUG 0 7 2014
3. Permit Holder's name(specify the name of the corporation,individual,etc.): BY:
Onslow Countv
4. Print Owner/Signing Official's name and title(person legally responsible for permit):
Christopher White,Albert I.Ellis Airport Director
5. Mailing Address for person listed in item 2 above:
264 Albert 1.Ellis Airport Road
City:Richlands State:NC Zip:28574
Phone: (910 ) 989-3162 Fax: f )
Email:Chris White®onslowcountync.gov
II. PLAN REVISION INFORMATION
1. Summarize the plan revision proposed(attach additional pages if needed):
The proposed project is a General Aviation(GA)terminal parking lot access roadway,and aircraft apron
The project is adding 4.45 acres of BUA of the overall permitted BUA at the airport
III. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy,Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. The complete
application package should be submitted to the DEMLR Office that issued the permit.
1. Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
Initials
• Original&I copy of the Plan Revision Application Form lip L
• Two(2)copies of revised plans (must be revisions of original approved plan sheet(s)) T�L
If applying for Express review(only available in 20 coastal counties):
• Application fee of$500.00(made payable to NCDENR)
VI. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 3) Christopher White
certify that I have authorized these plan revisions and that the information included on this plan revision
application is,to the best of my knowledge,correct and complete.
Signat-are: y- " to-2-j& Date: VZ9.
Plan Revision Form Rev. Oct. 31, 2013

RSW
Transmittal Letter Reynolds, Smith and Hills, Inc
A►GhltecFurat SVIneerfng,Plenning and FnWw=9nta/Semen
To: Linda Lewis Date: January 8, 2015
NCDENR
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
Project: Albert Ellis GA Terminal and Apron Project No.: 203-1169-011
We Transmit: For Your:
® Herewith ❑Via Fax ❑ Under Separate Cover Via
❑ Under Separate Cover Via: ® -Review and Comment
❑ In Accordance with Your Request ❑ Use
❑ Regular Mail® Overnight Mail ❑ Courier ❑ Signature
The Following:
Copies Date Description
1 full size (22 x 34") January 8, General Aviation Terminal and Apron Plans
2015
F C E I V E
JAN 0 9 2015
BY:
Remarks: Please find one (1) full size copy of drawings for your use.
Copies To: File RS&H
8601 Six Forks Road
Suite 260
Raleigh, NC 27615
Phone: (919)8 -6701
By:
any i e, P

RSSH
December 15, 2014
Ms. Linda Lewis
Division of Energy, Mineral and Land Resources
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
RE: Response to Plan Review
Albert Ellis Airport SW8 931005
General Aviation Terminal & Apron
Dear Ms. Lewis:
8601 Six Forks Road
Suite 260
Raleigh, North Carolina 27615
g,l� ed
l UZ5
or-R2&-4r15
O 919-946-4100
F 919-846-9080
rsandh.eom
ECEIVE,I D
DEC 16 2014
BY:
We received your review e-mail dated September 24, 2014 for the referenced project. We listed each
comment below followed by our response for your consideration.
Comment: The building is directly connected via roof drain piping to a.larger piped collection system
which discharges to a large ditch. There is no opportunity for infiltration or evapotranspiration that I
can see. Under the Airport Session Law, the Department can only deem permitted runways, taxiways,
and any other areas that provide for overland stormwater flow that promote infiltration and treatment
of stormwater into grassed buffers, shoulders, and grass swales permitted pursuant to the State post -
construction stormwater requirements. The operative words here being overland stormwater flow. The
piped roof drainage does not appear to meet this standard. It is piped for several hundred feet before
it is released into a very large ditch with a lot of other runoff. How much opportunity for infiltration
and treatment of that piped runoff is available in that ditch?
Response: The project site cannot accommodate overland flow of the roof drainage due to significant
site geometric constraints, so we propose to utilize an infiltration pipe system to allow the roof
drainage to infiltrate the surrounding ground and be treated. Please see revised sheet C301 which
designates these pipes as perforated infiltration pipes. Please also see detail 4 on revised sheet C311
for the stone, pipe, and geotextile fabric requirements of the infiltration pipe.
Comment: The runoff from the apron behind the building sheet flows over the concrete apron away
from the building, and immediately starts flowing over a 4:1 (25%) ditch slope. That's a lot of runoff to
deal with. There is no gently sloped or stabilized transition area before the ditch to promote
infiltration or to reduce the velocity or to prevent slope erosion and undercutting of the pavement. I
am concerned that over time, the velocity will erode the slope and undercut the apron. Please
consider adding a wide, gently sloped stabilized grass transition area to slow down the runoff, reduce
the velocity, prevent erosion and promote infiltration.

RSSH r--.
Response: We agree flatter slopes in this area would be better for promoting additional infiltration
from reduced velocities thereby also reducing erosion potential. We have provided a 5% slope for 10
feet adjacent to the apron, as required under FAA grading criteria. Due to spatial constraints, FAA
safety area grading criteria adjacent to the taxiway, and existing ditch flow lines, the site grades
cannot accommodate flatter slopes off the edge of apron. Therefore, we have provided a permanent
turf reinforcement mat to immediately establish turf on the slope and provide long term erosion
protection. The site was designed to provide as much infiltration as could be incorporated into the
constrained area. Please see revised sheet C300 which notes the grading slopes, and sheet C400 and
C411 for turf reinforcement mat location and details.
Comment: The same thing happens with the parking lot in front of the building— immediately after
the runoff sheets over the impervious area it drops over a 25% ditch slope that is only 5 feet in length.
In this case, however, it appears that there is a 6" HDPE underdrain in this ditch, but I can't tell if the
underdrain is perforated or not. The ditch detail doesn't show its location and the underdrain detail
specifies the use of both perforated and non -perforated underdrain. If it is perforated, then the
deemed permitted aspect for the parking lot and access road would appear to be met. Can you clarify
if this a perforated pipe and if so, please update the plans and details?
Response: The infiltration pipe in the ditch adjacent to the parking lot is perforated. The designation
has been shown on revised sheets C300, C301, C311, and C320.
Please let us know if you have any additional questions.
Sincerely Yours,
RS&H Architects- Engineers -Planners, Inc.
V,- / teY v
Aaron McNeal, P.E.
Project Manager
Attachments:
Revised Sheet C300
Revised Sheet C301
Revised Sheet C311
Revised Sheet C320

2b!¢ 09 aej�/s g3/605
Lewis,Linda
From: Lewis,Linda
Sent: Wednesday, September 24, 2014 6:13 PM
To: '[e-mail]'
Cc:[e-mail]'
Subject: Albert Ellis Airport SW8 931005
Tarryn:
The Division received the subject application on August 7, 2014. 1 have reviewed it and have the following
questions:
The building is directly connected via roof drain piping to a larger piped collection system which discharges to
a large ditch. There is no opportunity for infiltration or evapotranspiration that I can see. Under the Airport
Session Law, the Department can only deem permitted runways, taxiways, and any other areas that provide
for overland stormwater flow that promote infiltration and treatment of stormwater into grassed buffers,
shoulders, and grass swales permitted pursuant to the State post -construction stormwater requirements. The
operative words here being overland stormwater flow. The piped roof drainage does not appear to meet this
standard. It is piped for several hundred feet before it is released into a very large ditch with a lot of other
runoff. How much opportunity for infiltration and treatment of that piped runoff is available in that ditch?
The runoff from the apron behind the building sheet flows over the concrete apron away from the building,
and immediately starts flowing over a 4:1(25%) ditch slope. That's a lot of runoff to deal with. There is no
gently sloped or stabilized transition area before the ditch to promote infiltration or to reduce the velocity or
to prevent slope erosion and undercutting of the pavement. I am concerned that over time, the velocity will
erode the slope and undercut the apron. Please consider adding a wide, gently sloped stabilized grass
transition area to slow down the runoff, reduce the velocity, prevent erosion and promote infiltration.
The same thing happens with the parking lot in front of the building— immediately after the runoff sheets over
the impervious area it drops over a 25% ditch slope that is only 5 feet in length. In this case, however, it
appears that there is a b" HDPE underdrain in this ditch, but I can't tell if the underdrain is perforated or not.
The ditch detail doesn't show its location and the underdrain detail specifies the use of both perforated and
non -perforated underdrain. If it is perforated, then the deemed permitted aspect for the parking lot and
access road would appear to be met. Can you clarify if this a perforated pipe and if so, please update the plans
and details?
Please provide the requested information by October 24, 2014. Thank you.
Linda
Linda Lewis
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Main Office — 910-796-7215
Direct Line — 910-796-7343

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ALBERT J. ELLIS AIRPORT
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CDENR
TEMPORARY RENTAL CAR SERVICE CENTER
STATE STORMWATER MANAGEMENT
PERMIT NO. SWS 931005 - PLAN REVISION
Onslow County, North Carolina
RS&H No. 203-1169-012
December 2014
RS&H Architects -Engineers -Planners, Inc.
8601 Six Forks Road, Suite 260
Raleigh, North Carolina 27615
[phone]
www.rsandh.com
ECEIVE
FEB 10 2as
By.- Sw 2?CT3/
APPROVED --R�
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
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ALBERT J. ELLIS AIRPORT RUH
Temporary Rental Car Service Center
State Stormwater Management Permit No. SW8 931005 — Plan Revision
Project Description
Albert J. Ellis Airport (OAJ) is located in Onslow County, North Carolina, approximately twelve
(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 Ma
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Nalmal u�ri,t4 •.:
ALBERT J. ELLIS AIRPORT
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341
0
Trr-
KEY MAIP I
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The proposed project consists of a Temporary Rental Car Service Center with a paved entrance
driveway, gravel parking lot and access roads, and three small buildings for car washing. The
proposed project will add 1.39 acres of Built -Upon Area (BUA) for a total of 99.01 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 —Temporary Rental Car Service Center Project BUA at OAJ
BUA
Arent
% BUA
(acres)
(acres)
Existing at Airport
97.62*
676.88
14.4%
Proposed Project
1.39**
----
----
Total at Airport
99.01
676.88
14.6%
*Includes BUA for recently permitted General Aviation Terminal and Apron project
**Includes all proposed gravel surfaces
Permit Approach
This project is a plan revision to State Stormwater Management Permit No. SW8 931005 issued
on May 2, 2013. Per Section 11.10.e of permit No. SW8 931005, this project is development of the
1

ALBERT J. ELLIS AIRPORT RUH
Temporary Rental Car Service Center
State Stormwater Management Permit No. SW8 931005 — Plan Revision
designated future development areas. Refer to Figure 2 Albert J. Ellis Airport Proposed & Future
Development Phases as submitted with the permit modification approved on May 2, 2013. Due to
delays in anticipated land acquisition for the site of the permanent Rental Car Service Cenier, a
temporary facility is proposed in the location shown in Figure 2. All runoff from the built -upon
areas of the project flows over grassed buffers/shoulders and into existing grassed swales. Only
one pipe is proposed to convey flow under the entrance roadway/driveway. The existing swale
side slopes are maintained at 3:1 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. No built upon areas are
directly connected to a pipe system, including stormwater runoff from the three building roofs. Car
wash water will be collected by drains inside the buildings and discharged into the sanitary
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
Disconnected Impervious Area/Overland Flow — The proposed site was graded to match
existing grades and slopes as much as possible. All slopes are less than 3%. This BMP is utilized
for stormwater runoff from the BUA associated with all surfaces. No stormwater is being collected
and conveyed in inlets and pipes. Research has shown that the majority of the pollutant removal
occurs in the first 8 feet of overland flow. For all surfaces, at least 20 feet of overland flow has
been provided between the BUA and the existing open conveyance. Maintenance of this area
consists of routine maintenance and preservation of the stand of grass.
Conclusion
The proposed Temporary Rental Car Service Center project is revising State Stormwater
Management Permit No. SW8 931005 by adding 1.39 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.
I,

Proposed Temporary
Rental Car Service;
Center
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fl Lyb
ryry �v3�p-=
6
1
n
PHASE I:
• PASSENGER TERMINAL AND ASSOCIATED INFRASTRUCTURE
(LANDSIDE AND AIRSIDE)
LAND ACQUISITION
PHASE II:
• GENERAL AVIATION (GA) FACILITIES, INCLUDING TERMINAL,
PARKING LOT, APRON, HANGARS, ETC.
• RENTAL CAR MAINTENANCE FACILITIES (2 SITE ALTERNATIVES
SHOWN)
PHASE III:
• CA FACILITY ACCESS ROAD
• AIR TRAFFIC CONTROL TOWER, ACCESS, AND PARKING
• AIRPORT MAINTENANCE & EQUIPMENT STORAGE FACILITIES
PHASE IV:
• FUEL FARM RELOCATION
• PARKING AREAS
• RUNWAY 23 HOLD APRON & RUNWAY 5 EXTENSION
PHASE V:
• RUNWAY 23 EXTENSION
• ADDITIONAL AIRPORT DEVELOPMENT
aoo• aoo'
SCALE: o 1-- 800' eoo• X
RS—tff.
IMPROVING YOUR WYiRLD
r
r6
PROPOSED DEVELOPMENT
PHASE
PROJECT BUA
(AC)
TOTAL
CUMULATIVE
SITE-0/o BUA_
ESTIMATED
CONSTRUCTION
SCHEDULE
EXISTING
N/A
T13.0
N/A
I
5.6
13.8
2012 to 2014
I Land Acq
10.0
13.3
2012
12.3
15.0
2013 to 2014
11{ 3.4
15.5
2014 to 2016
IV 17.2
17.5
2016 to 2018
V 21.4
1 20.1
2018 to 2020
NOTE: THE PROPOSED LAND ACQUISITION ACREAGE AND ASSOCIATED
BUA SHOWN IS NOT INCLUDED IN THE LOW DENSITY PERMIT.
LEGEND C] PHASE I
PHASE I LAND ACQUISITION
© PHASE 11
ONSLOW COUNTY
ALBERT J ELLIS AIRPORT
APRRC)VED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
2?—F-Pr-2cyS
FCE-IVIE
FEB 10, ' 35
FIGURE 2
■ PHASE III — - EXISTING PROPERTY LINE ALBE+ RT J. ELLIS AIRPORT
❑ PHASE IV PROPOSED PROPERTY LINE PROPOSED & FUTURE DEVELOPMENT
'PHASE V ® EXISTING WETLANDS PIUSFS
4Ell1S
MAIRPORT

ONSLOW COUNTY
ALBERT J ELLIS AIRPORT
�:
��.
Proposed Temporary
.
Rental Car Service
Center
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1�1
— — — — — — — — — — — — —
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— II
rag
PHASE I:
• PASSENGER TERMINAL AND
(LANDSIDE AND AIRSIDE)
• LAND ACQUISITION
ASSOCIATED INFRASTRUCTURE
PHASE II:
• GENERAL AVIATION (GA) FACILITIES, INCLUDING TERMINAL,
PARKING LOT, APRON, HANGARS, ETC.
• RENTAL CAR MAINTENANCE FACILITIES (2 SITE ALTERNATIVES
SHOWN)
PHASE III:
• GA FACILITY ACCESS ROAD
• AIR TRAFFIC CONTROL TOWER, ACCESS, AND PARKING
• AIRPORT MAINTENANCE & EQUIPMENT. STORAGE FACILITIES
PHASE IV:
• FUEL FARM RELOCATION
• PARKING AREAS
• RUNWAY 23 HOLD APRON & RUNWAY 5 EXTENSION
PHASE V:
• RUNWAY 23 EXTENSION
• ADDITIONAL AIRPORT DEVELOPMENT
PROPOSED DEVELOPMENT
PHASE
PROJECT BUA
(AC)
TOTAL
CUMULATIVE
SITE % BUA
ESTIMATED
CONSTRUCTION
SCHEDULE
EXISTING
N/A
13.0
N/A
1
5.6
13.8
2012 to 2014
I Land Acq.
0.0
13.3
2012
{I
12.3
15.0
2013 to 2014
III
3.4
15.5
2014 to 2016
IV
17.2
17.5
2016 to 2018
V
1 21.4
1 20.1
1 2018 to 2020
NOTE: THE PROPOSED LAND ACQUISITION ACREAGE AND ASSOCIATED
BUA SHOWN IS NOT INCLUDED IN THE LOW DENSITY PERMIT.
LEGEND FIGURE 2
SCALE: 1"- ® PHASE 1 ■ PHASE Ili ---- EXISTING PROPERTY LINE
8�, 400 0 wo' A
ALlBERT J. ELLIS AIRPORT
PHASE I LAND ACQUISITION ❑PHASE IV PROPOSED PROPERTY LINE PROPOSED & FUTURE DEVELOPMENT
CI PHASE II J PHASE V - EXISTING WETLANDS
PHASES
RStff. ISh, F, ELLISLD AIRPORT
IMPROVING YOUR WfOR

ALBERT J. ELLIS AIRPORT
RICHLANDS, NORTH CAROLINA
TEMPORARY RENTAL CAR SERVICE CENTER
1,
PROJEC
LOCATION Nd^n a
Pdr•�=e
77
0
aCwr i NnN W.n
Fins=rym � �
s
Jack�tanhNq
• � ran
© � Qky4e� Nen.ta76
® 17
VICINITY MAP
RS&H PROJECT NUMBER: 203-1169-012
ELLI S
MAIRPORT'area,
ONSLOW COUNTY, NORTH CAROLINA
LPL`
DRAWINGS PREPARED BY:
RS&H®
Reynolds, Smith and Hills, Inc.
8601 SIX FORKS ROAD, SUITE 280
RALEIGH, NC 27615
PH [phone]
www.rsandh.com
NC LICENSE NOS. 50073 ° F-0493 o C-28
NOVEMBER 24, 2014
PERMIT DOCUMENTS
Mr,Mr.. r VagpNB
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LOCATION
MAP

INDEX OF DRAWINGS
DRAWING SHEET SHEET TITLE
NUMBER NUMBER
GENERAL PLANS
Goof 1 COVER SHEET
G002 2 INDEX OF DRAWINGS AND -ABBREVIATIONS
G003 3 SAFETY AND SECURITY NOTES AND DETAILS
CIVIL PLANS
C001
4
GEOMETRY AND GRADING PLAN
C002
5•
TYPICAL SECTIONS AND DETAILS
C003
6
TYPICAL SECTIONS AND DETAILS
C004
7
EROSION AND SEDIMENTATION CONTROL PLAN
C005
8
EROSION AND SEDIMENTATION CONTROL NOTES AND DETAILS
C006
9
EROSION AND SEDIMENTATION CONTROL NOTES AND DETAILS
0007
10
UTILITY SITE PLAN
C008
11
WATER NOTES AND DETAILS
C009
12
SEWER NOTES AND DETAILS
MECHANICAL PLANS
MP001 1 13 1 TEMPORARY RENTAL CAR PLUMBING PLAN
ELECTRICAL PLANS
MOW 14 LEGEND AND NOTES
'010 15 ELECTRICAL SITE PLAN
ES011 16 ELECTRICAL SITE DETAILS AND RISER
ABBREVIATIONS
ABC - AGGREGATE BASE COURSE
AC/ACP - ASPHALTIC CONCRETE PAVEMENT
ACI - AMERICAN CONCRETE INSTITUTE
AIP - AIRPORT IMPROVEMENT PROGRAM
ADA - AIRCRAFT OPERATIONS AREA
APPROX. - APPROXIMATE
ASR- AIRPORT SURVEILLANCE RADAR
ASTM - AMERICAN SOCIETY FOR TESTING AND MATERIALS
ATCT - AIR TRAFFIC CONTROL TOWER
AUG - AUGER
AWG - AMERICAN WIRE GAUGE
B - BASELINE
BF - BLIND FLANGE
BFV - BUTTERFLY VALVE
BLDG - BUILDING
BO - BOTTOM OF
BOSC - BOTTOM OF SECONDARY CONTAINMFNT
BOP - BOTTOM OF PIPE
BOO - BOTTOM OF DUCT
BODWP - BOTTOM OF DOUBLE WALL PIPE
BOTT. - BOTTOM
CL/C- CENTERLINE
CBR - CALIFORNIA BEARING RATIO
CLR - CLEARANCE
CMP - CORRUGATED METAL PIPE
COM - COMMUNICATION
CONC - CONCRETE
CONN - CONNECTION
CONT - CONTINUOUS
CS - CARBON STEEL
CSSO - CONTRACTOR SECURITY AND SECURITY OFFICER
CU - COMMUNICATION UNDERGROUND
CVV - CONTROL VALVE VAULT
DBL - DOUBLE
DET - DETAIL
DIP - DUCTILE IRON PIPE
OR - DIAMETER
DIAG. - DIAGONAL
DWG - DRAWING
E - EASTING
EA - EACH
ECC - ECCENTRIC
EFSO - EMERGENCY FUEL SHUT-OFF SYSTEM
EG - EXISTING GROUND
EL/ELEV - ELEVATION
ELEC - ELECTRICAL
ELL - ELBOW
EMT - ELECTRICAL MECHANICAL TUBING
EOP - EDGE OF PAVEMENT
ERCP - ELLIPTICAL REINFORCED CONCRETE PIPE
EU - ELECTRICAL UNDERGROUND
EX/EXST/EXIST - EXISTING
F - FIRE
FAA - FEDERAL AVIATION ADMINISTRATION
FD - FIRE DEPARTMENT
FLG - FLANGE
FLR- FLOOR
FM- FORCE MAIN
FM - FLOW METER
FOD - FOREIGN OBJECT DEBRIS
GALV - GALVANIZED
CND. - GROUND
GNE - GROUNDWATER NOT ENCOUNTERED
GRS - GALVANIZED RIGID STEEL
GSE - GROUND SERVICE EQUIPMENT
GV - GAS VALVE
GWL - GROUND WATER LEVEL
HORT - HORIZONTAL
ID - IDENnFICATION
I.D. - INNER DIAMETER
IE/INV - INVERT ELEVATION / INVERT
I.F. - INSULATING FLANGE
ISO - ISOLATION
IVP - ISOLATION VALVE PIT
KIP - 1,000 LBS
kV - KILOVOLT
L - LIGHTING
LB - POUND
LCD - LIQUID -CRYSTAL DISPLAY
LED .- LIGHT-EMTITING DIODE
LF - LINEAR FEET
LPD - LOW POINT DRAIN
LT - LEFT
MAX - MAXIMUM
MECH - MECHANICAL
MH - MANHOLE
MIN - MINIMUM
MON - MONTTERING (WELL)
N - NORTHING OR NO. OF BLOWS
NAD - NORTH AMERICAN DATUM
NFPA - NATIONAL FIRE PROTECTION ASSOCIATION
NCDOT - NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
NGVD - NATIONAL GEODETIC VERTICAL DATUM
NO - NUMBER
NOTAM - NOTICE TO AIRMEN
NPT - NATIONAL PIPE THREAD
NTS - NOT TO SCALE
OC - ON CENTER
OD - OUTER DIAMETER
OFA - OBJECT FREE AREA
O/S - OUTSIDE
OHP - OVERHEAD POWER
OZ - OUNCE
PAVE - PAVEMENT
PC - POINT OF CURVATURE
PUC - PORIIAND CEMENT CONCRETE
PERF - PERFORATED
PF - PLIDCO FLANGE
PG - PRESSURE GUAGE
PG - PROPOSED GRADE
PK - PEAK
PKG - PARKING
PS - PIPE SUPPORT
PSF - POUNDS PER SQUARE FOOT
PSI - POUNDS PER SQUARE INCH
PT _ pngJT OF TA.M.rrNCY
PVC - POLYVINYL CHLORIDE
TBR - TO BE REMOVED
PVI - POINT OF VERTICAL INTERSECTION
TDZ - TOUCHDOWN ZONE
R - RADIUS
TEL - TELEPHONE
RCP - REINFORCED CONCRETE PPE
TEMP - TEMPORARY
RD - ROOF DRAIN
THD - THREADED
RED - REDUCER
THK - THICK
REF - REFERENCE
T/L - TAXILANE
REINF - REINFORCED
T.O. - TOP OF
REQ/REQ'D - REQUIRED
TOC - TOP OF CONCRETE
RIM - RIM ELEVATION
TOD - TOP OF DUCT
RPZ - RUNWAY PROTECTION ZONE
TOFA - TAXIWAY OBJECT FREE AREA
RSA - RUNWAY SAFETY AREA
TSA - TAXIWAY SAFETY AREA
RT - RIGHT
TSP - TWISTED SHIELDED PAIR'
RVZ-F -RUNWAY VISUAL ZONE - F
T/W - TAXIWAY
RW - RUNWAY
TYP - TYPICAL
S/SAN - SANTARY
UD - UNDERDRAIN
SCH/SCHED - SCHEDULE
UG - UNDERGROUND
SD - STORM DRAIN
UMH - UNIDENTIFIED MANHOLE
SHT - SHEET
U.N.O. - UNI FSS NOTTT) OTHERWISE
SIDA - SECURITY IDENTIFICATION DISPLAY AREA
VA -VOLT-AMPS
SF - SQUARE FOOT
VERT - VERTICAL
SF/GAL - SQUARE FEET PER GALLON
W - WATER
SP - SINGLE PIPE
W/WTR - WATER
SP-SC - SINGLE PIPE / SECONDARY CONTAINMENT
W/ - WITH
SPT - STANDARD PENETRATION TEST
W/O - WITHOUT
SS - SANITARY/SEWER
WM - WATER MAIN
STA - STATION
WN - WELD NECK
STD - STANDARD
WNF - WELD NECK. FLANGE
STL - STEEL
WP - W:ATIIER PROOF
STRUCT - STRUCTURE
WV - WATER VALVE
SW - SINGLE WALL
Rsm.
RS&H kchRechaorieers-Planners, Inc,
8801 Six Forks Rd . Sude 280
R.I.Igh. NC;F616
919445-6701 FAX 9111-M4350
WRwJ cif—M
0RR0 C.Im UUMR Su IN71. F0011' 891
ELLIS
AI R PO RT
ALBERT J. ELLIS
AIRPORT
JACKSONVILLE, NC
TEMPORARY
RENTAL CAR
SERVICE CENTER
ENGINEERS SEAL
FINAL DRAWING FOR BIDDING
NOT RR,LEASED FOR CON8TRyCTION
i�
i
ARO
t�N
�
8EAL t
• NOLKt fsv
Nw 1 µ SIR
REVISIONS
NO. DESCRIPTION DATE
miE 169DEo: 1IMN2014
REVIEWED BY:
DRAWN BY:
DESIGNED BY1
AEP PROJECT NUMBER
295-1169-012
C) O RflNR10A SW W MD N,9 ixG
SHEET TITLE
INDEX OF
DRAWINGS
SHEET NUMBER
{�iVVi
PERMIT
DOCUMENTS
a9.�.s c:\� .en\w..c.b.s..\amnRxlleR+ume.s Rhn.a eR iiM/w,a Iron Rwma b ua... qm

- - -- - -- Y ��- NORTH
L•
GRAPHIC SCALE
.w 25' O 50'
N
E.
EXISTING ASPHALT
MILLINGS/GRAVEL E'
TO BrAB41MOONED
IN PDAC`.�
BEGIN NEW ACCESS ROAD
IN: 397034.14
E. 2418846.11
mm�`mr
x
I, IN: 397206.43�� I g
E 2419011.95 1-
I .
EXISTING SECURITY FENCE ,
N: 397164.09 I -
-_-1
RAISE
�Ri!fl'�ISTiED"GRADE INK EL 66.W
E.m.m
=m-m=
SEEMS
' 9
N: 397180,03
E: 419125.97 J.
/.--_.__.-.--INV. EL 77.90
19137.0 I I,~`�I'-i-J^C --
i E 24
EL 92.62�
f /2,. PROPOSED DOUBLE $WING GATE '
% 1 (24' WIDE, 6' �{IGH, PLUS I
C002-3_,PTBMD,BARB IRE)
DUAL WALL O 0.[07c
9REQUIRED
PROPOSED ASPHALT D(22' WIDE, CROWNED ON CE 03' SHOULDER 05%, 4.1 SIDE
TIE INTO EXISTING DITCH BOTTOM) T
t
1
MATCH EXISTING GRADE
O EDGE OF PAVEMENT - rT
l 1)
_ J
_.vim. ✓w
x
�
NO -ES
1. PROPOSED GRAVEL ROADWAY (AIRPORT PATROL
E: 241y2.51�-----.=•---�.��
ROAD) TO BE CONSTRUCTED AT EX TING
GRADE TO FACILITATE DRAINAGE. STRIP 6'
N: 397556.07
MAX. TOPSOIL, COMPACT AND STABILIZE
E: 2419260.32
SUBGRADE, AND REPLACE WITH 6' NCDOT
A.B.C. COMPACTED TO 95% STANDARD PROCTOR
WITH STABILITY PRESENT.
_~__--•--'"''�
MINIMUM 10' SEPARATION
REQUIRED BETWEEN ROAD
2. PROPOSED RENTAL CAR PARKING LOT AND
`
akD FENCE ALL LOCATIONS
ASSOCIATED ACCESS DRIVE CONSTRUCTED AT
( )
EXISTING OR PROPOSED GRADE AS INDICATED
150'
�-
BY SPOT ELEVATIONS. STRIP TOPSOIL, COMPACT
AND STABILIZE SUBGRADE, FILL AND COMPACT
SITE AS REQUIRED TO 95% STANDARD PROCTOR
+_ ,_-=----------
PROPOSED SECURITY FENCE 1
WITH STABILITY PRESENT, INSTALL 6' NCDOT
A.B.C. COMPACTED TO 95% STANDARD PROCTOR
' -
-
WITH STABILITY PRESENT.
x
3. UNLESS OTHERWISE NOTED, ALL MATERIALS ARE
PROPOSED TEMPORARY RENTAL CAR
TO BE PER NCDOT 2012 STANDARD
6� Jo
GRAVEL PARKING LOT (SEE NOTE 2)
SPECIFICATIONS.
4. PROPOSED UTILITIES ARE NOT SHOWN ON THIS
_
` `PRDPOSED_GRAVEL DRAWING. SEE SHEET C➢D7 FOR UTILITY
z ACCESS R04D .._.....-_.....,1 LAYOUTS.
\ (SEE NOTE 1)
5. NO GAPS ARE PERMITTED BETWEEN THE
50' 5D' SU' �\ EXISTING FENCE AND PROPOSED FENCE
R1 END NEW ACCESS ROAD CONNECTIONS.
N: 397716.7
.,'�• E: 2419629,67 S
.GS HAVE AN 11'H X 13'W GARAGE
' ---_ 97444.37 '�\ _ N EACH END AND A PERSONNEL DOOR,
2449377.65 + E NORTH STD_ LL(EASTERN CORNER)1
EXISTING GRAVEL ACCESS ROAD
_ T ALBERT ELLIS AII�ORT ROAD
sr_- _--�-�,_.z__.._-�=�:•-s �-�^•-- --.�:v:�,.-..-,.�-vim.--«,-4.-�_-.-_-_-r-., .-v-;-
- . _ IXISTINiL 6_ HIGH FENCE _ _ PROVIDE 4- LAN TIMBERS
� -'-'TO`REMAIN IN PLACE ANCFi0RE0 TO THE GROUND - -
SURVEY CONTROL
1. ALL DISTANCES AND COORDINATES ARE HORIZONTAL GROUND IN U.S. SURVEY
FEET UNLESS OTHERWISE SHOWN.
2. BEARINGS BASED ON NC GRID NAD 83/2007. CONTOURS AND ELEVATIONS
SHOWN BASED ON NAVDBB.
3. HORIZONTAL CONTROL BASED ON NCGS JACK (PACs) AND NCGS ALEL (SACS),
VERTICAL CONTROL BASED ON NCGS JACK WITH A PUBLISHED ELEVATION OF
55.6 (f 1CM).
4. REFERENCES: DEED BOOK 450, PAGE 460.
5. SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR
EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS,
OWNERSHIP, TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE AND
CURRENT TIRE SEARCH MAY DISCLOSE
6. THE EXISTENCE OR NONEXISTENCE OF WETLANDS ON SUBJECT PROPERTY HAS
NOT BEEN DETERMINED BY THIS SURVEY.
7. SUBJECT TO ALL EASEMENTS, RIGHT OF WAYS, AND OR ENCUMBRANCES THAT
MAY EFFECT THIS PROPERTY.
B. SURVEYED ON OCTOBER 31, 2014 BY MCKIM & CREED (NC t F-1222).
NORTH
A
GRAPHIC SCALE
500' 250' 0 5OD'
%F-
419 .37PROPOSm ASPHALT DRNEWAY
PROPOSED GRAVEL ROAD/LOTPROPOSED BUILDING
9Z638..6GRAVEL ROAD DEMOLITION
}19577.62 L_ :.?
PROPOSED GRADING FOR
:•�: • �:_:,.. µ��=Y ,,A POSITIVE DRAINAGE FLAW
PROPOSED HOPE PIPE CULVERT
EXISTING RCP PIPE CULVERT
--- ' --- EXISTING SECURITY FENCE
- x - PROPOSED SECURITY FENCE
--" SPOT ELEVATION
Yc
MG' PA"
JACK (PACs} NIXS AID. (BATS
NC GRID NAD 83/2007 , KC GRID NAD &3/2007
N 38578922 -, N 395335,70
E 2418365.87 E 24155➢2.44
EL 86.80 1. A' kL E7S (PUBL15Fi'D)
EL 9726 (MEASURED)
------ ---- - 1143'56'08�E'�_-----------1Y�
-r.
- .t'"
r
E 24185739 396725.04
� J -(.
I
4 FU UK v f
J .• � \ TERMINGI- f .-' 11,1 j PROJECT SITE
396523.327-''
RMNGH! WARNNG!!I WARNINGHI
ERE ARE A NUMBER OF AIRPOR-Y, PUBLIC UTILITIES, AND FAA LIGHTING, COMMUNICATIONS, UNDERGROUND CABLES AND PIPES TRAVERSING THE AIRFIELD
VEMENTS AREAS. THE ENGINEER HIS MADE EVERY ATTEMPT TO SHOW THE APPROXIMATE LOCATION OF ALL ITEMS. HOWEVER, THE ENGINEER 5 NOT
SPONSIBLE FOR SHOWING OR LOCATING EVERY ITEM CURRENTLY IN PLACE R -HALL BE THE RESPONSIBILTY OF THE CONTRACTOR TO HAVE EVERY ITEM
CATER, FLAGGED, AND IDENTIFIED PRIOR TO STARTUP OF CONSTRUCTION. ANY DAMAGE CONE TO ANY OF THE EYISITNG ITEMS SHALL BE THE RESPONSIBILn
THE CONTRACTOR. THE CONTRACTOR SHALL REPAIR ANY ITEM DAMAGED, CAUSED BY HIS ACTIONS, WITH NO ADDITIONAL COMPENSATION,
inalf.
RSBHArchled9liglneers;Manners, Inc
M1 Six Forks Rd., 9UK. 260
Ralel9h, NC 27618
9194146 FIRM FAX 919-M4339
rsandh-Yn
Nam Old, U:M NosNUT'r-m•CM
ELLIS
O AI RPORT
ALBERT J. ELLIS
AIRPORT
JACKSONVILLE, INC
TEMPORARY
RENTAL CAR
SERVICE CENTER
ENGINEER'S SEAL
I \
FI DRAWING FOR BIDDING
NOT RTLEASED FOR CONSTRICTION
REVISIONS
NO, DESCRIPTION DATE
1 ADDENDUM NO. 1 BINGO
DATE ISSUED: 1112412014
RMEWM BY:
DRAWN BY:
DESIGNED or.
AEP PROJECT NUMBER
203-1169.012
®x014 Rmnos - rao'_._ Nc.
SHEET TITLE
GEOMETRY AND
GRADING PLAN
SHEET NUMBER
CD01
PERMI'i
DOCUMENTS
9mdnP RNP,_.al\nA-0.NP.!I®r\BV - \04--I PMNeO are 12/41.11 11110 -- AY:.-. R­

2" ASPHALT SURFACE COURSE
NCDOT SECTION 610
MIX TYPE SF9.5A
6" AGGREGATE
+/:.��'` %/:.�' �;i: • i !i%:r�.-=/-. r BASE COURSE
NCDOT SECTION 1010
i-. 12" SUBGRADE
- COMPACTED TO 98%
�•:�•
/' - .%-':.% , ,•' ' ..' !• •ter ., ,•� •: ASTM D698
COMPACTED BACKFILI
MAX DENSITY
MAXIMUM DENSI
F98%
OR
FOR NDNCOHESIVE S
100% MAXIMUM DEN'.
FOR COHESIVE SOILS
98% ASTM D698 MA;
ASPHALT DRIVEWAY TYPICAL SECTION
DENSITY.
C003 SCALE: NTS
NOTE:
CLASS III OR CLASS II,
AGGREGATE BASE COURSE SHALL EXTEND TO 1' OFFSET FROM EDGE OF ASPHALT
TYPE 1 PIPE BEDDING
SURFACE COURSE. PROVIDE 3' SHOULDER AT 5%, THEN 4:1 SIDE SLOPE
TO EXISTING DITCH GRADE.
TURFED AREAS
60, PIPE
VAR _ 22' + 3' SHOULDERS - 26' _VAR 1 Kin,
4:1 SIDE SLOPE 4:1 SIDE SLOPE
ter-- -----=---j--- -----, I
':PROPOSED PIPE
I
WIVE
. I I SWULM
POINT
SLOPE
1�I 'sue
ESP AT LOCATION.: AO DIRFOTED BY 106 ENGINEER
I
--SLHOI INTERSECTM
`
SLOPE$
BLIND IRTEFAMIND
SLOPES
•
I�;-1!'�'' : '
SHOULDER
POINT--. _
II1J'
I Iil;r, 1-' I
• 1: I
X •'•-BLEND LW=N9
- X
',
IMTE
BLARED.J
11 -
.
FN(M.PIPE
----�
BEE NOTE 1.
-
BEE role + f
— VARIABLE
—VARIABLE
SLOPE_
_
SLOPE ,
4 DITcx
PROPOSED O Kem NOTES: I FINISH DMDEVEIFAY
ALL DIIIENUON OIVEN ARE FOR MINIMM CONDITIONS. FROM — -- --
LK2ZKR'INS JI2011MENT EM M USED IN DETEiNI!iMg DRIVEMIW
LOCATIOW..E=M. AND PIPE LEWOTRB. 'a..IGy PROP. PIPE
-40
F/M= SUCH AS VEHICLE TUIMIHM MDIUB, TRAFFIC VOLUMES.
NIVEMAY SKLRI. QFFQE'T DISTANCE Or PIPE FROM COOL OP PAVIIMS71, 1 -1
PPIIPE OEMTARHS AND OU204 OR= SHOULD SB C043 0ENO IN DETERMIMIMO l
ROTE: • ,�.. L
1. THESE ARM AIR TO DE U OO TO BLIND TNS II170100 TIKO SLOPES 70 THE PROPOSED DITCH. sumo 1 X"X
%� NQD0T STD 310.10 - DRIVEWAY PIPE CONSTRUCTION
C003 SCALE: NTS
COMPACTED BACKFILI
90% MAXIMUM DENSI
FOR NONCOHESNE S
100% MAXIMUM DEN:
FOR COHESIVE SOILS
989 ASTM D698 MN
DENSITY
CLASS III OR CLASS II,
TYPE 1 PIPE BEDDING
NOTE: REFER TO NCDOT SPEC 300.01 FOR PIPE INSTALLATION STANDARDS AND TYPE SPECIFIC MATERIAL.
r1 TYPICAL STORM PIPE BEDDING AND BACKFILL
C003 SCALE:NTS
BLACK LETTERS
3' H X 1 1/4e w
NO TRESPASSING
HIS IS A RESTRICTED AREA
BLACK LETTERS
11/2' H X 1/2" W
UNAUTHORIZED ENTRY OF VEHICLES AND/OR
RSONNEL IS PRO1401TED IN ACCORDANCE WITH
NORTH CAROLINA STATUTES AND ALBERT J.
ELLIS AIRPORT SECURITY REGULATIONS.
BIACK RORDFR—
VIOLATORS SHALL BE PROSECUTED TO THE FALL
EXTENT OF THE LAW.
NOTE:
SIGN TO BE MOUNTED TO FENCE, SPACED
EVERY 300'. MOUNT SIGN ADJACENT TO NO PARKING SIGN.
s NO TRESPASSING SIGN
CCW3 Sf:IlE:MS
RED LETrE
3"HX2'
RED LETTER:
2' H X 1 1/4' M
RED BORDERS II ANY
till TIME
NOTE: SIGN TO BE MOUNTED TO FENCE, SPACED EVERY 300'.
MOUNT SIGN ADJACENT TO NO TRESPASSING SIGN.
6 NO PARKING SIGN
CCSD3 SOMMMIS
9" ACDNAIT PAVFMFM7
UNDER PAVEMENT
RS&H.
RUH Archheds-EngineersAanners, Inc.
6601 Six Forks Rd., Sahe 260
Raleigh. NO 27919
919-846-6701 FAX BIP5734339
fandh-
4,6Cu*.Ux-N. BLOT" GB
ELLIS
AIRPORT
ALBERT J. ELLIS
AIRPORT
JACKSONVILLE. NO
TEMPORARY
RENTAL CAR
SERVICE CENTER
ENGINEERS SEAL
FINTLL DRAWINO FOR BIDDING
NOT RCLEASED FOR CONSTR4CT1ON
Flo
Z1 SEAT.
V
REVISIONS
NO. DESCRIPTION DATE
DATEISSUEm 111242014
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
ASP PROJECT NUMBER
203-1169-012
®mr mom'o ae 1=ea,
SHEET TITLE
TYPICAL SECTIONS
& DETAILS
SHEET NUMBER
BOO s
PERMIT
DOCUMENTS
oanm: c:\o._..a<\rd.y„\mry,.r\am.soxl\auccoza.c F�n.a -: rr/aa/mw rrsirw ni: wna. Ima..r

GENERAL EROSION AND SEDIMENTATION CONTROL
NOTES
1. THE PURPOSE OF EROSION AND SEDIMENTATION CONTROL IS TO PREVENT POLLUTION OF
BODIES OF WATER ON OR ADJACENT TO THE PROJECT SITE IN ADDITION, EROSION CONTROL
SHALL PREVENT DAMAGE TO ADJACENT PROPERTY. AIRPORT PROPERTY AND WORK IN
PROGRESS.
2. ALL EROSION AND SILTATION MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP
IN GRADING. THE EROSION CONTROL SYMBOLOGY SHOWN ON PLAN SHEETS SHALL BE UTILIZED
IN THE DEFINITION AND UTILIZATION OF ALL EROSION AND SILTATION MEASURES.
3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSPECT ALL EROSION CONTROL DEVICES
PERIODICALLY AND AFTER EVERY RAINFALL ANY NECESSARY REPAIRS OR CLEANUP TO
MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE
IMMEDIATELY.
4. DURING CONSTRUCTION, ALL STORM DRAIN INLETS WILL BE PROTECTED BY SILT TRAPS,
MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. REFER TO THE
TYPICAL' DRAINAGE INLET SEDIMENTATION PROTECTION DETAIL THIS SHEET AND THE OTHER
OPTIONS SHOWN ON THE EROSION AND SEDIMENTATION CONTROL MEASURES DRAWING.
5. ALL CONSTRUCTION DISCHARGE WATER SHALL BE ADEQUATELY FILTERED TO REMOVE SILT PRIOR
TO DISCHARGE INTO WATERWAYS AND WETLANDS.
6. ALL STREAM CROSSINGS AND STREAM DIVERSIONS REQUIRE ENVIRONMENTAL APPROVAL PRIOR
TO ANY INSTREAM CONSTRUCTION.
7. THE CONTRACTOR SHALL MAINTAIN STRICT DUST CONTROL DURING THE PROJECT DURATION.
THERE ARE OPERATIONAL AREAS, AIRCRAFT PARKED ON THE AIRPORT, COMMERCIAL FACILITIES
WHICH PERFORM MAINTENANCE AND REPAIR WORK TO AIRCRAFT. THEREFORE, IT IS IMPERATIVE
THAT STRICT DUST CONTROL BE MAINTAINED SO THAT DAMAGE OR NUISANCE TO THE AREAS
AND FACILITIES DESCRIBED ABOVE OR AIRPORT OPERATIONAL AREAS IS PREVENTED. THIS DUST
CONTROL SHALL ALSO INCLUDE THE DUST WHICH MAY OCCUR DURING ANY CONSTRUCTION
PROCEDURE. IF DUST CONTROL IS NOT MAINTAINED TO THE SATISFACTION OF THE CPM AND
OWNER, THE CONTRACTOR SHALL RECEIVE ONE WARNING. IF FURTHER VIOLATIONS OF THE
DUST CONTROL OCCUR, THE CONTRACTOR SHALL BE FINED $1,000.00 FOR EACH INDIVIDUAL
INFRACTION IDENTIFIED BY THE CPM AND OWNER. THE CPM AND OWNER SHALL BE THE SOLE
INTERPRETERS OF WHETHER THE DUST IS EXCESSIVE AND WHETHER OR NOT FINES WILL BE
LEVIED AGAINST THE CONTRACTOR.
B. EROSION AND SEDIMENTATION CONTROL MEASURES SHOWN AS INTERIM SHALL BE INSTALLED,
MAINTAINED, AND ADJUSTED DURING CONSTRUCTION AS NECESSARY ACCORDING TO THE
CONTRACTOR'S SEQUENCING AND AS DIRECTED BY THE CPM OR OWNER. INTERIM MEASURES
SHALL BE REMOVED BY THE CONTRACTOR AT THE COMPLETION OF CONSTRUCTION.
9. EROSION AND SEDIMENTATION CONTROL MEASURES SHOWN AS FINAL SHALL BE INSTALLED AT
THE COMPLETION OF CONSTRUCTION AND LEFT IN PLACE AND MAINTAINED UNTIL THE PAVING
CONTRACTOR TAKES CONTROL OF THE SITE
10. GROUND STABILIZATION
A) SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND -DISTURBING
ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING
SCHEDULE:
1) ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER
THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR
PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY
EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY.
II) ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT
STABIUZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN
14 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY.
B) CONDITIONS - IN MEETING THE STABILIZATION REQUIREMENTS ABOVE, THE FOLLOWING
CONDITIONS OR EXEMPTIONS SHALL APPLY:
1) EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON
WEATHER OR OTHER SITE -SPECIFIC CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE.
II) ALL SLOPES 50' IN LENGTH OR GREATER SFW1 APPLY THE GROUND COVER WITHIN 7
DAYS EXCEPT WHEN HE SLOPE IS FLATTER THAN 4:1. SLOPES LESS THAN 50' SHALL
APPLY GROUND COVER WITHIN 14 DAYS SLOPES ARE STEEPER THAN 3:1, THE 7
DAY -REQUIREMENT APPLIES.
III) ANY SLOPED AREA FLATTER THAN 4:1 SHALL BE EXEMPT FROM THE 7-DAY GROUND
COVER REQUIREMENT.
IV) SLOPES 10' OR LESS IN LENGTH SHALL BE EXEMPT FROM THE 7-DAY GROUND COVER
REQUIREMENT EXCEPT WHEN THE SLOPE IS STEEPER THAN 2:1.
V) ALTHOUGH STABILIZATION IS USUALLY SPECIFIED AS GROUND COVER, OTHER METHODS,
SUCH AS CHEMICAL STABILIZATION, MAY BE ALLOWED ON A CASE -BY -CASE BASIS.
VI) FOR PORTIONS OF PROJECTS WITHIN THE SEDIMENT CONTROL COMMISSION -DEFINED
"HIGH QUALITY WAIEH ZONE" (15ANCAC04A.0105), STABILIZATION WITH GROUND COVER
SHALL BE ACHIEVED AS SOON AS PRACTICABLE BUT IN ANY EVENT ON ALL AREAS OF THE
SITE WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACT.
VIA) PORTIONS OF A SITE THAT ARE LOWER IN ELEVATION THAN ADJACENT DISCHARGE
LOCATIONS ARE NOT EXPECTED TO DISCHARGE DURING CONSTRUCTION MAY BE EXEMPT
FROM THE TEMPORARY GROUND COVER REQUIREMENTS IF IDENTIFIED ON THE APPROVED
E&SC PLAN OR ADDED BY THE PERMITTING AUTHORITY.
SILT FENCE NOTES
11. SILT FENCE SHALL BE IN PLACE PRIOR TO GRADING.
12. SILT FENCE AND FILTER FABRIC MUST BE ENTRENCHED.
13. POSTS FOR SILT FENCES SHALL BE EITHER 2.5 X 2 INCH DIAMETER WOOD OR 1.25 POUNDS
PER UNEAR FOOT STEEL WITH A MINIMUM LENGTH OF 5 FEET. STEEL POSTS SHALL HAVE
PROJECTIONS FOR FASTENING WIRE TO THEM.
14. WIRE FENCE REINFORCEMENT FOR SILT FENCES USING STANDARD STRENGTH FILTER CLOTH
SHALL BE A MINIMUM OF 42 INCHES IN HEIGHT, A MINIMUM OF 14 GAUGE AND SHALL HAVE A
MAXIMUM MESH SPACING OF 6 INCHES.
15. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AT THE BARRIER LOCATION AND
DRIVEN SECURELY INTO THE GROUND (MIN. OF 24 INCHES) WHEN EXTRA STRENGTH FABRIC IS
USED. WITHOUT THE WIRE SUPPORT FENCE, POSTS SHALL NOT EXCEED 6 FEET.
16. WHEN EXTRA STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE
MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE. THE FILTER FABRIC IS STAPLED
OR WIRED DIRECTLY TO THE POST.
17. SEDIMENT MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT
OF THE BARRIER.
18. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS
NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE PROPOSED AND EXISTING
GRADES, PREPARED AND SEEDED OR SODDED.
19. UNDER NO CIRCUMSTANCES SHALL SILT FENCE BE CONSTRUCTED IN LIVE STREAMS
20. SILT FENCE SHALL BE REMOVED UPON COMPLETION OF THE PROJECT OR AT A TIME DIRECTED
BY THE OWNER. IF THE OWNER FEELS IT IS NECESSARY FOR THE SILT FENCE TO REMAIN IN
PLACE FOR SOME GIVEN TIME AFTER CONSTRUCTION IS COMPLETE, THE CONTRACTOR SHALL
LEAVE IT IN PLACE, IN THE PROPERLY INSTALLED WAY, AND WILL, AT THE DIRECTION OF THE
OWNER, REMOVE IT AT NO ADDITIONAL COST TO THE OWNER WHEN THE OWNER DEEMS IT
APPROPRIATE.
MAINTENANCE OF DRAINAGE
1. THROUGHOUT THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
MAINTAINING POSITIVE (I.E. CONTINUOUS AND FLOWING) DRAINAGE ON ALL DRAINAGE PIPES,
SYSTEMS, DITCHES AND OTHER ASSOCIATED DRAINAGE CHANNELS. TEMPORARY DRAINAGE
PROVISIONS WILL BE REQUIRED FOR THE CONSTRUCTION OF ALL DRAINAGE RELATED ITEMS.
DURING CONSTRUCTION THE CONTRACTOR SHALL NOT BE ALLOWED TO DAM DRAINAGE DITCHES
AND INCREASE THE TAIL WATER LEVEL IN THE DITCHES BEYOND THAT WHICH IS ACCEPTABLE
BY STATUE. PROOF THAT DAMMING IS ACCEPTABLE WILL BE REQUIRED PRIOR TO ALLOWING THE
CONTRACTOR TO USE THAT METHOD. THE CONTRACTOR SHALL SEQUENCE THE WORK SO THAT
AREAS OF STANDING WATER ARE NOT CREATED. THE CONTRACTOR WILL BE REQUIRED TO
CREATE AND SUBMIT A MAINTENANCE OF DRAINAGE PLAN TO CPM AND THE OWNER FOR
APPROVAL THE MAINTENANCE OF DRAINAGE 'PLAN SHALL INCLUDE DRAINAGE PHASING PLANS,
CONSTRUCTION PROCEDURES, ANY TEMPORARY REROUTING REQUIRED, INTENDED DURATIONS OF
TEMPORARY DRAINAGE IN EACH AREA, AND ALL RELATED CONSTRUCTION ACTIVITIES REQUIRED
FOR MAINTENANCE OF DRAINAGE. THE CONTRACTOR SHALL ALSO HAVE A CONTINGENCY PLAN
INCLUDED WITH THE MAINTENANCE OF DRAINAGE PLAN IN CASE OF A STORM EVENT THAT
INDICATES HOW THE CONTRACTOR WILL ALLOW FOR THE INCREASED FLOW RATES DURING THE
STORM EVENT. IT IS IMPORTANT THAT THE ACTIVE AIRFIELD AND AREAS UPSTREAM ARE NOT
AFFECTED BY ANY TEMPORARY DRAINAGE PROVISIONS.
SEEDING NOTES
1. THE QUALITY OF ALL SEED AND ALL OPERATIONS IN CONNECTION WITH THE FURNISHING OF
THIS MATERIAL SHALL COMPLY WITH THE NORTH CAROLINA SEED LAW AND WITH THE RULES
AND REGULATIONS, ADOPTED BY THE NORTH CAROLINA. BOARD OF AGRICULTURE 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, OR BY AN AUTHORIZED REPRESENTATIVE OF THE NORTH CAROLINA
DEPARTMENT OF AGRICULTURE, OR BOTH; AND WILL BE TESTED BY THE NORTH CAROLINA
DEPARTMENT OF AGRICULTURE SUPPLEMENTARY TESTING FOR SEED GERMINATION MAY BE
PERFORMED BY THE ENGINEER.
2. AREAS TO BE STABILIZED WITH PERMANENT VEGETATION MUST BE SEEDED OR PLANTED WITHIN
FIFTEEN (15) WORKING DAYS OR NINETY (90) CALENDAR DAYS AFTER FINAL GRADE IS
REACHED, UNLESS TEMPORARY STABILIZATION IS APPLIED.
3. THE CONTRACTOR SHALL INSTALL EROSION CONTROL GEOMAT IN ALL DITCH BOTTOMS AND
SIDEWALLS OR AS DIRECTED BY THE ENGINEER.
SEEDING CONSTRUCTION SPECIFICATIONS
• ALL DRAINAGE AND DISTURBED AREAS WILL BE COVERED WITH HYBRID BERMUDA GRASS AND
SHALL BE FREE OF MILLET. MILLET GRASS IS EXPRESSLY PROHIBITED FROM USE ANYWHERE
ON THE PROJECT.
• PREPARATION FOR PRIMARY/PERMANENT STABILIZATION SWILL NOT BEGIN UNTIL ALL
CONSTRUCTION AND UTILITY WORK WITHIN THE PREPARATION AREA IS COMPLETE. HOWEVER, IT
MAY BY NECESSARY TO PREPARE FOR NURSE CROPS PRIOR TO COMPLETION OF
CONSTRUCTION AND INSTALLATION OF UTILITIES.
A NORTH CAROLINA DEPARTMENT OF AGRICULTURE SOILS TEST (OR EQUAL) SHALL BE
OBTAINED FOR ALL AREAS TO BE SEEDED, SPRIGGED, SODDED OR PLANTED. RECOMMENDED
FERTILIZER AND PH ADJUSTING PRODUCTS SHALL BE INCORPORATED INTO THE PREPARED
AREAS AND BACKFILL MATERIAL PER THE TEST.
ALL AREAS TO BE SEEDED OR PLANTED SHALL BE TILLED OR RIPPED TO A DEPTH SPECIFIED
ON THE APPROVED PLANS, CONSTRUCTION SEQUENCE AND/OR CONSTRUCTION BID UST.
RIPPING CONSISTS OF CREATING FISSURES IN A CRISS-CROSS PATTERN OVER THE ENTIRE
SURFACE AREA, UTILIZING AN IMPLEMENT THAT WILL NOT GLAZE THE SIDE WALLS OF THE
FISSURES. SITE PREPARATION THAT DOES NOT COMPLY WITH THESE DOCUMENTS SHALL NOT BE
ACCEPTABLE. THE DEPTH OF SOIL PREPARATION MAY BE ESTABLISHED AS A RANGE BASED ON
THE APPROVAL OF THE REVIEWING STATE OR LOCAL AGENCY. ONCE TILLED OR RIPPED
ACCORDING TO THE APPROVED PLAN, ALL. AREAS ARE TO BE RETURNED TO THE APPROVED
FINAL GRADE. PH MODIFIERS AND/OR OTHER SOIL AMENDMENTS SPECIFIED IN THE SOIL TESTS
CAN BE ADDED DURING THE SOIL PREPARATION PROCEDURE UH AS DESCRIBED BELOW.
1. SOIL PREPARATION SHALL INCLUDE THE ADDITION OF PULVERIZED AGRICULTURAL LIMESTONE AT
A RATE OF TWO (2) TONS PER ACRE ANU THE AUUIIIUN OF FERIIUZER AT A RATE OF 1,000
POUNDS PER ACRE OF 10-10-10 IN THE FALL OR 5-10-10 IN THE SPRING.
2. EQUIVALENT NUTRIENTS MAY BE APPLIED WITH OTHER FERTILIZER FORMULATIONS AT THE
ENGINEER'S DISCRETION.
3. PRIOR TO LAYING SOD, CLEAR THE SOIL SURFACE OF TRASH, DEBRIS, ROOTS, BRANCHES,
STONES, AND CLODS LARGER THAN THREE (3) INCHES IN DIAMETER.
4. ALL LOW SPOTS SHALL BE FILLED OR LEVELED TO AVOID STANDING WATER.
5. RAKE OR HARROW THE SITE TO ACHIEVE A SMOOTH AND LEVEL FINAL GRADE.
B. FINALIZE THE SOIL PREPARATION BY ROLLING OR CULTIPACKING TO FIRM THE SOIL AVOID
USING HEAVY EQUIPMENT ON THIS AREA AS TO AVOID OVER COMPACTION THUS MAKING IT
DIFFICULT FOR THE SOD TO TAKE ROOT.
SEED INSTALLATION
1. TILL OR DISC THE PREPARED AREAS TO BE SEEDED TO A MINIMUM DEPTH OF FOUR (4)
INCHES. REMOVE STONES LARGER THAN THREE (3) INCHES ON ANY SIDE, STICKS, ROOTS AND
OTHER EXTRANEOUS MATERIALS THAT SURFACE IF NOT INCORPORATED DURING THE SOIL
PREPARATION PROCESS, ADD PH MODIFIER AND FERTILIZERS AT THE RATE SPECIFIED IN THE
SOIL TEST REPORT.
2. RE -COMPACT THE AREA UTILIZING A CULTIPACKER ROLLER. THE FINISHED GRADE SHALL BE A
SMOOTH EVEN SOIL SURFACE WITH A LOOSE, UNIFORMLY FINE TEXTURE ALL RIDGES AND
DEPRESSIONS SHALL BE REMOVED AND FILLED TO PROVIDE THE APPROVED SURFACE DRAINAGE.
SEEDING OF GRADED AREAS IS TO BE DONE IMMEDIATELY AFTER FINISHED GRADES ARE
OBTAINED AND SEEDBED PREPARATION IS COMPLETED.
3. PREPARE THE SEED BED AS DESCRIBED ABOVE IN SOIL PREPARATION. APPLY SEED AT RATES
SPECIFIED ON THE PLANS, AND/OR AS RECOMMENDED IN TABLES 6.11A-C OF THE NORTH
CAROLINA EROSION AND SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL, WITH A
CYCLONE SEEDER, PROP TYPE SPREADER, DRILL, OR HYDROSEEDER ON AND/OR INTO THE
PREPARED BED. INCORPORATE THE SEED INTO THE SEED BED AS SPECIFIED. PROVIDE FINISHED
GRADES AS SPECIFIED ON THE APPROVED PLAN AND CAREFULLY CULTI-PACK THE SEEDBED AS
TERRAIN ALLOWS. IF TERRAIN DOES NOT ALLOW FOR THE USE OF A CULTIPACKER, THE
APPROVED PLANS AND CONSTRUCTION SEQUENCE MUST PROVIDE AN ALTERNATIVE METHOD OF
LIGHTLY COMPACTING THE SOIL MULCH IMMEDIATELY.
LAND GRADING CONSTRUCTION SPECIFICATIONS
1. FINISHED LAND SURFACES WILL BE GRADED AS SHOWN ON THE EROSION AND
SEDIMENTATION CONTROL PLAN.
2. CUT SLOPES WILL BE 4:1 OR FLATTER FOR MAINTENANCE BY MOWING AND
ROUGHENED FOR VEGETATIVE ESTABLISHMENT.
3. TOPSOIL WILL BE REMOVED FROM AREAS TO BE GRADED AND FILLED, AND IT WILL BE
STOCKPILED IN LOCATIONS SHOWN ON THE DEVELOPMENT PLAN (NOT PART OF THE
EROSION AND SEDIMENTATION CONTROL PLAN).
4. AREAS TO BE FILLED WILL BE CLEARED AND GRUBBED.
5. FILL WILL BE PLACED IN LAYERS NOT TO EXCEED 9" AND COMPACTED AS REQUIRED
IN THE SPECIFICATIONS FOR THE DEVELOPMENT PLAN (NOT PART OF THE EROSION
AND SEDIMENTATION CONTROL PLAN).
6. FROZEN OR SOFT AND HIGHLY COMPRESSIBLE MATERIAL WILL NOT BE USED AS FILL
7. ROAD AND PARKING SURFACES WILL BE SLOPED AS SHOWN ON GRADING AND PAVING
PLAN (NOT PART OF THE EROSION AND SEDIMENTATION CONTROL PLAN).
8. LAND ADJOINING PAVED AREAS WILL BE SLOPED NO STEEPER THAN 6:1 AND GRADED
TO DRAIN AS SHOWN.
9. CUTTING AND FILLING WILL BE COMPLETED AS A CONTINUOUS OPERATION UNTIL FINAL
GRADE IS REACHED, SHOULD GRADING BE TEMPORARILY DISCONTINUED, A TEMPORARY
DIVERSION WILL BE CONSTRUCTED ACROSS THE MIDDLE OF THE DISTURBED AREA TO
SLOW THE RATE OF FLOW ON THE SITE.
10. AS SOON AS FINAL GRADES ARE REACHED, THE GRADED AREAS WILL BE STABILIZED
IN ACCORDANCE WITH THE VEGETATIVE PLAN.
11. WHEN THE DEVELOPED SITE HAS BEEN PROPERLY STABILIZED, ALL TEMPORARY
SEDIMENT AND EROSION CONTROL MEASURES WILL BE REMOVED BY THE
CONTRACTOR, THE DISTURBED AREA GRADED TO BLEND WITH THE SURROUNDING
AREA, AND VEGETATED.
RS01.
RSBH kcYbcMnglneers-Pbnners, Inc.
➢II01 Six Fula Rd., Swle 260
Raleigh, NC 17819
91941464701 FAX [phone]
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E L L I S
AIRPORT
ALBERT J. ELLIS
AIRPORT
JACKSONVILLE, NC
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NOT RrLFASED FOR CONSTRICTION
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REVISIONS
No
DESCRIPTION
DATE
DATE
MBUED: 111242014
WEyiE ST..
DRAWN RT-.
DESIGNED BY:
REP PROJECT NUMBER
203416SA12
®­ pSREET
TITLE
EROSION &
SEDIMENTATION
CONTROL NOTES
& DETAILS
SNEEr NUMBER
0005
PERMIT
DOCUMENTS
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Transmittal Letter
RS&H
To: Linda Lewis Data: August 6, 2014
NCDENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Project: Albert J Ellis General Aviation Project Number: 203-1169-011
Terminal and Apron
We Transmit:
For Your:
®
Herewith ❑ Via Fax
❑
Under Separate Cover Via
❑
Under Separate Cover Via:
®
Review and Comment
❑
In Accordance with Your Request
❑
Use
❑
Regular Mail ®' Overnight Mail ❑ Courier
®
Approval
The Following:
Copies Date Description
2 08/06/2014 Stormwater Management Permit Plan Revision Application
Form and narrative
2 08/06/2014 Full Size Permit Plan Set
1 6/17/2014 Email correspondence about proposed permit (for reference
purposes)
Remarks:
Copies To: File
RS&H, Inc.
8601 Six Forks Rd, Suite 260
Raleii
(919)
ECEIVE
AUG 0 7 2014
BY:

Project Name:�¢ '� N6%4- Received Date:
4 '
Project Location: � y� s�� W Accepted Date: 1
Rule(s) �2008 Coastal
1995 Coastal Phase II (WiRO) Universal ®1988 Coastal
Type of Permit: New or Mod or PR
Existing Permit # (Mod or PR): q ` 04s
®PE
Cert on File?
--
--
Density;:--T..e:.---Cortmme.rci.a.l.--o.r--.--Resid.ential
%: 0(% 00) Stream Class: ®SA Map
Subdivided?: Subdivision or Single Lot JFJ1ORW Map
I
i
0Offsite
to SW8
Exempt '
Paperwork Emailed Engineer on:
®Supplement(s) (1 original per BMP) BMP Type(s):
WAppIrication
with correct/original signatures (1 original per BMP except LS/VFS and swales)
with correct/original signatures ®Deed
Corp or LLC: Sig. Auth. per SoS or letter Email Address: Design Engineer
$505 (within 6mo) ®Email Address: Owner
®Soils Report with SHWT Note to ReAewen
Calculations (signed/sealed) jet
13No obvious errors
Density includes common areas, etc
,Deed Restrictions, gfsubdivided:
F�ISigned & notarized
?Plans —
Sets ED
Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Grading Wetlands: Delineated or No Wetlands
r7lVicinity Mar) r7iLayout (proposed BUA dimensions)
Legend �DA Maps r�lProject Boundaries
Enfiltration filet Pond Mite
Soils Report ®Soils Report LJPE Cert for Master Lot #:
SHWT: SHWT: Deed Rest for Master Lot # Matches Master
Bottom: LJ PP: BUA Permitted (Master): sf
Visited: BUA Proposed (Offsite): sf
Additional Information:
Permitted Proposed: Proposed: Proposed:
BUA (sf)
DA (sf)
PP (el)
SHVVT (el)
Depth (ft)
SA (sf)

Casmer, Jo
From: Casmer, Jo
Sent: Wednesday, August 13, 2014 4:29 PM
To: 'chris [e-mail]; 'tarryn.littleCrsandh.com'
Subject: Albert J. Ellis General Aviation Terminal & Apron; Stormwater Permit SW8 931005
The Wilmington Regional Office of the Division of Energy, Mineral, and Land Resources (Stormwater Section)
received the Stormwater Plan Revision Application on August 7, 2014. The project will be assigned to a staff
member and you will be notified if additional information is needed.
fo Casmer
Administrative Assistant for DEMLR/Stormwater Section
NC Department of Environment & Natural Resources
Division of Environmental Assistance & Customer Service
127 Cardinal Drive Extension
Wilmington, NC 28405
Phone: [phone]
Fax: [phone]
Email correspondence to and from this addmss may be subject to the North Carolina Public Rerords Law and may be disdoe+d to third
partles

ELLIS
MAIRPORT
ALBERT J. ELLIS AIRPORT
{
NCDENR
GENERAL AVIATION TERMINAL AND APRON
STATE STORMWATER MANAGEMENT
PERMIT NO. SWS 931005 - PLAN REVISION
Onslow County, North Carolina
RS&H No. 203-1169-011
July 2014
RS&H
RS&H Architects -Engineers -Planners, Inc.
8601 Six Forks Road, Suite 260
Raleigh, North Carolina 27615
[phone]
www.rsandh.com
APPROVED o"
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION

0
ALBERT J. ELLIS AIRPORT RS&H
General Aviation Terminal and Apron
State Stormwater Management Permit No. SW8 931005 - Plan Revision
TABLE OF CONTENTS
ProjectDescription...................................................................................................................1
PermitApproach......................................................................................................................1
Conclusion...............................................................................................................................2
LIST OF TABLE
Table 1 — General Aviation Terminal and Apron Project BUA at OAJ............................................1
LIST OF FIGURES
Figure1 — Site Vicinity Map.................................................................................................
Figure 2 — Albert J. Ellis Proposed and Future Development Phases ...................................
ELLIS
MAIRPORT i
1
4

ALBERT J. ELLIS AIRPORT MS. &H
General Aviation Terminal and Apron
State Stormwater Management Permit No. SW8 931005 — Plan Revision
Project Description
Albert J. Ellis Airport (OAJ) is located in Ondow County, North Carolina, approximately twelve
(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
�avw{s.Ylr • CCro*t:ALS.
LW J. ELUS A1111PORTForpv •
zw Jacksonville
r
KEY MAP
L
The proposed project consists of a General Aviation (GA) terminal building, parking lot, access
roadway, and aircraft apron. The proposed project will add 4.45 acres of Built -Upon Area (BUA)
for a total of 97.62 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 — General Aviation Terminal and Apron Project BUA at OAJ
BUA
Permit
Area
% BUA
(acres)
(acres)
Existing at Airport
93.17
676.88
13.8%
Proposed Project
4.45
----
----
Total at Airport
97.62
676.88
1 14.4%
Permit Approach
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
This project is a plan revision to State Stormwater Management Permit No. SW8 931005 issued
on May 2, 2013. Per Section 11.10.e of permit No. SW8 931005, this project is development of the
designated future development areas. Refer to Figure 2 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
1

ALBERT J. ELLIS AIRPORT RWITRUM
General Aviation Terminal and Apron
State Stormwater Management Permit No. SW8 931005 Plan Revision
swales to the maximum extent practicable. Pipes are only proposed to convey flow under
roadways/driveways. The swale side slopes are maintained at 3:1 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. 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
• Bioretention Swales
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 aircraft apron. This idea has also been extended to the roadways and parking areas
wherever possible. Research has shown that the majority of the pollutant removal occurs in the
first 8 feet of overland flow. For the access roadway and parking lots where feasible, a minimum
of 8 feet of overland flow has been provided between the impervious area and the open
conveyance. Maintenance of this area consists of routine maintenance and preservation of the
stand of grass.
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 between the access
roadway and proposed parking lot adjacent to the GA terminal, between the existing aircraft
apron and proposed parking lot and sidewalk, and between the proposed apron and the existing
taxiway. Maintenance of these features consists of routine mowing and removal of trash and
other debris.
Bioretention Swales — This BMP is utilized to assist in the infiltration of stormwater runoff. It is
designed to enhance performance of the grass swale conveyances by providing additional
infiltration through the use of engineered soil underlain by a gravel layer surrounding a perforated
pipe. This type of BMP configuration will reduce ponding time and increase infiltration. The BMP
is proposed in the grassed swale between the access roadway and proposed parking lot.
Conclusion
The proposed General Aviation Terminal and Apron project is revising State Stormwater
Management Permit No. SW8 931005 by adding 4.45 acres of BUA. The proposed project
N

ALBERT J. ELLIS AIRPORT RSM
General Aviation Terminal and Apron
State Stormwater Management Permit No. SW8 931005 — Plan Revision
complies with the requirements of Session Law 2012-200, Senate Bill 229, which allows for the
proposed activities to be deemed permitted.
K3

ALBERT J. ELLIS AIRPORT RS&H
General Aviation Terminal and Apron
State Stormwater Management Permit No. SW8 931005 — Plan Revision
Figure 2 — Albert J. Ellis Proposed and Future Development Phases

r, i
PHASE I:
• PASSENGER TERMINAL AND ASSOCIATED INFRASTRUCTURE
(LANDSIDE AND AIRSIDE)
• LAND ACQUISITION
PHASE II:
• GENERAL AVIATION (GA) FACILITIES, INCLUDING TERMINAL,
PARKING LOT, APRON, HANGARS, ETC.
• RENTAL CAR MAINTENANCE FACILITIES (2 SITE ALTERNATIVES
SHOWN)
PHASE III:
• GA FACILITY ACCESS ROAD
• AIR TRAFFIC CONTROL TOWER, ACCESS, AND PARKING
• AIRPORT MAINTENANCE & EQUIPMENT STORAGE FACILITIES
PHASE IV:
• FUEL FARM RELOCATION
• PARKING AREAS
• RUNWAY 23 HOLD APRON & RUNWAY 5 EXTENSION
PHASE V:
• RUNWAY 23 EXTENSION
• ADDITIONAL AIRPORT DEVELOPMENT
SCALE: 1'- 800'
aoo' aoo• 4 eoo
RStff.
in�prao�eva rouR ewr�RCD
LEGEND [ PHASE
ONSLOW COUNTY
ALBERT J ELLIS AIRPORT
Proposed General
Aviation Terminal
-I� --- and Apron
— p r
x%
PROPOSED DEVELOPMENT
PHASE
PROJECT BUA
(AC)
TOTAL
CUMULATIVE
SITE % BUA
ESTIMATED
CONSTRUCTION
SCHEDULE
EXISTING
N/A
13.0
N/A
1 _
5.6
13.8
2012 to 2014
1 Land A_ c .
0.0
13.3
2012
li
12.3
15.0
2013 to 2014
in
3.4
15.5
2014 to 2016
17.2
17.5
2016 to 2018
V 1
21.4
20.1
2018 to 2020
NOTE: THE PROPOSED LAND ACQUISITION ACREAGE AND ASSOCIATED
BUA SHOWN IS NOT INCLUDED IN THE LOW DENSITY PERMIT.
PHASE I LAND ACQUISITION
PHASE II
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
FIGURE 2
❑ PHASE III EXISTING PROPERTY LINE ALBERT J. ELLIS AIRPORT
❑ PHASE IV PROPOSED PROPERTY LINE PROPOSED & FUTURE DEVELOPMENT
PHASE V EXISTING WETLANDS PHASES
RMELLIS
AIRPORT