SW8130104_HISTORICAL FILE_20210311

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 13010�j
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
© HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20 2 1 0 3 \ \
YYYYMMDD

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary'
BRIAN WRENN
Director
March 11", 2021
MCB Camp Lq,,eune
Attn: Commanding Officer
c/o Neal Paul, Deputy Public Works Officer
1005 Michael Road
Camp Lejeune, NC 28547
NORTH CAROLINA
Env&vnmentd Quality
Subject: Approved Minor Modification
Stormwater Permit No. SW8 130104
P705 Hangar and Apron
Onslow County
Dear Mr. Paul:
On February 181, 2021, the Wilmington Regional Office of the Division of Energy, Mineral and Land Resources
received and accepted a complete minor modification application for changes to the approved plans for
Stormwater Management Permit Number SW8 130104. 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 in the size of the
permitted stormwater control measure (SCM) and does not increase the amount of built -upon area. Please refer to
Attachment C for a detailed description of the current proposed minor modification and a list of all the past
modifications approved during the effective period of the permit. Please add the attached plans to the previously
approved plan set. Please replace the previously issued permit with the revised permit, dated March 111, 2021,
attached. This revised permit does not impose new or different terms; it merely restates some of the previous
terms to provide you with a better understanding of your obligations under the permit.
Please he aware that all terms and conditions of the permit issued on March 11 ', 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 Kellie Beth Norris in the Wilmington Regional
Office at [phone] or [e-mail].
Sincerely}}- jjjj
�LS�Y.L /i AQ
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment A — Designer's Certification Form
Attachment C — Permitting History
Application Documents
DES\kbn: \\\Stormwater\Permits & Projects\2013\130104 HD\2021 03 permit minor 130104
cc: Myra Jones, PE, Haskell Architects & Engineers
Wilmington Regional Office Stormwater File.
North Carolina Department of Environmental Quality I Division of Energy. Mineral and land Resources
D ���� Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington. North Carolina28405
ry c aka
.'— —S," 910.796.7215

State Stormwater Management Systems
Permit No. SW8 130104
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL 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
US MCB Camp Lejeune
P-705 Hangar and Apron Expansion
End of White Street, Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of six (6) sand filters and a Rainwater Harvesting
System in compliance with Session Law 2008-211 and the provisions of 15A NCAC 2H .1000
(hereafter collectively referred to as the "stormwater rules') and 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 and considered an
enforceable part of this permit.
This permit shall be effective from the date of issuance until May 10, 2021 and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff
as described in Section 1.7, 1.8, and 1.9 of this permit.
3. The application form, supplement forms, approved plans and specifications for this
project are incorporated by reference and are enforceable parts of the permit.
4. All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements. The final plats for the project will be recorded
showing all such required easements, in accordance with the approved plans.
5. The project shall maintain a 50' wide vegetated buffer adjacent to surface waters,
measured horizontally from and perpendicular to the normal pool of impounded
structures, the top of banks of each side of rivers and streams and the mean high
water line of tidal waters.
6. All runoff being directed into wetlands shall flow into and through those wetlands at a
non -erosive velocity as established by the 401/404 wetlands group.
Page I of 7

State Stormwater Management Systems
Permit No. SW8 130104
The following design elements have been approved for the sand filter stormwater
facility, and must be provided in the system at all times.
SAND FILTER #
A
B
C
D
E
F
a.
Drainage Area, acres:
4.56
4.58
4.19
4.36
3.43
1.13
Onsite, ft2:
186,594
164,383
148,822
155,800
143,680
49,119
Offsite, ft2:
11,907
35,028
33,833
34,005
0
0
b.
Total Impervious Surfaces, ft2:
168,965
186,009
173,488
181,065
134,882
45,991
Buildings, ft2:
0
0
0
0
0
0
Roads/Parking, ft2:
152,494
146,798
135,472
142,877
130,331
44,478
Sidewalk, ft2:
436
0
0
0
0
0
Other, ft2:
4,128
4,183
4,183
4,183
4,551
1,513
Existing, ft2:
11,907
35,028
33,833
34,005
0
0
Offsite, ft2:
0
0
0
0
0
0
c.
Design Storm, inches:
1.5
1.5
1.5
1.5
1.5
1.5
d.
Sediment Chamber SA, ft2:
2,158
2,158
2,158
2,158
2,608
806
e.
Sand Chamber SA, ft2:
1,461
1,461
1,461
1,461
1,434
525
f.
Top of Sand Elevation, ft2:
14.5
12.9
13.05
11.59
12.0
10.9
g.
Maximum Head on Filter, feet:
4.3
4.85
4.4
4.65
3.25
3.25
h.
Bypass Weir Elevation, fmsl:
18.8
17.75
17.45
16.24
15.25
14.15
i
Permitted Storage Volume, ft3:
15,202
17,192
15,564
16,469
12,702
4,191
j.
Underdrain #/ 0"
2@4"
2@4"
2@4"
2@4"
2@4"
2@4"
k.
Time to Draw Down, hours:
<40
<40
<40
<40
<40
<40
I.
SHWT, fmsl:
17.5
19.0
19.0
17.5
15.25
15.25
m.
Receiving Stream / River Basin:
Southwest Creek /
White Oak
n.
Stream Index Number:
19-17-(6.5)
o.
Classification of Water Body:
"C"
A Rainwater Harvesting System has been approved for Drainage Area G, subject to
the following criteria:
a. Drainage Area, square feet: 60,851
b. Impervious Surfaces, square feet: 60,851 (roof)
c. Design Storm, inches: 1.5
d. Cistern volume provided, gallons: 100,000
e. Dedicated Use: Aircraft Wash Water
I. Excess design storm is diverted to a level spreader and vegetated filter strip.
The runoff from a total of 114,773 square feet of pre-1988 impervious area from the
existing apron is being collected and treated in the proposed sand filters. This
impervious area is noted in Section IV.10 of the application as "Existing Offsite". In
exchange, a like amount of proposed impervious area will not be treated. With the
issuance of this permit, a total of 111,838 square feet of proposed impervious area in
drainage areas H, I and J is approved and not being treated by any BMP, which leaves
2,935 square feet remaining and available for future trade-off, subject to approval by
the Division. The terms of the trade-off are: 1) that the proposed impervious area
maintains an equal or greater buffer width adjacent to surface waters than the buffer
for the existing impervious area being treated; and, 2) No new piped discharges to
surface waters are created as a result of the proposed "trade-off' impervious area.
II. SCHEDULE OF COMPLIANCE
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.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 130104
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. Other modifications as determined by the Director.
The permittee is responsible for verifying that the proposed impervious area for the
entire project does not exceed the allowable impervious area.
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 stormwater management system shall be constructed in its entirety, vegetated
and operational for its intended use prior to the construction of any impervious surface.
During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately. Infiltration systems should not be used as erosion
control devices, due to the potential clogging. If the stormwater system was used as
an Erosion Control device, it must be restored to design condition prior to operation as
a stormwater treatment device, and prior to occupancy of the facility.
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.
b. Redesign or addition to the approved amount of impervious area.
C. Further subdivision, acquisition, or sale of all or part of the project area. The
project area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval or a CAMA Major permit was
sought.
d. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, the permittee shall cause a certification from
an appropriate designer for the system installed to be submitted, certifying that the
permitted facility has been installed in accordance with this permit, the approved plans
and specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A modification
may be required for those deviations.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 130104
8. The permittee shall at all times provide the operation and maintenance necessary to
assure that all components of the permitted stormwater system function at the design
condition. The approved Operation and Maintenance Plan must be followed in its
entirety and maintenance must occur at the scheduled intervals including, but not
limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of filter media, bypass structures, orifice, catch
basins and piping.
g. Access to all components of the system must be available at all times.
9. Records of maintenance activities must be kept and made available upon request to
authorized personnel of the Division. The records will indicate the date, activity, name
of person performing the work and what actions were taken.
10. Permanent seeding requirements for the stormwater control must follow the guidelines
established in the North Carolina Erosion and Sediment Control Planning and Design
Manual.
11. Prior to transfer of the permit, the stormwater facilities will be inspected by Division
personnel. The facility must be in compliance with all permit conditions. Any items not
in compliance must be repaired or replaced to design condition prior to the transfer.
Records of maintenance activities performed to date will be required.
12. The facilities shall be constructed, operated and maintained in accordance with the
provisions of this permit, the approved plans and specifications, and the supporting
documents attached to this permit and on file with the Division.
13. Impervious area includes, but is not limited to, structures, asphalt, concrete, gravel,
brick, stone, slate, coquina and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.
III. GENERAL CONDITIONS
Permit Transfer: 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 "Permit Transfer A Icaon Form" (available on the Division website)
accompante y t e require ee an supporting documentation as listed on the form,
to the Division at least 60 days prior to any one or more of the following events:
a. The sale or conveyance of the project area in whole or in part, except in the
case of an individual lot sale that is made subject to the recorded deed
restrictions and protective covenants;
b. Dissolution of the Partnership corporate, or LLC entity, subject to NCGS 55-14-
05 or NCGS 57D-6-07 and 08,
c. Bankruptcy;
d. Foreclosure, subject to the requirements of Session Law 2013-121,
Current Permittee Name or Address Changes: The permittee shall submit a
completed "Permit Information Update Application Form" (available on the Division
website) to t e ivision within 3U 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;
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 130104
3. The permittee is responsible for compliance with all of the terms and conditions of this
permit until such time as the Director approves the transfer request. Neither the sale of
the project area in whole or in part, nor the conveyance of common area to a third
party, constitutes an approved permit transfer.
4. Any individual or entity found to be in noncompliance with the provisions of this
stormwater management permit or the requirements of the Stormwater rules is subject
to enforcement procedures as set forth in NCGS 143 Article 21.
5. 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.
6. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or
replacement stormwater management systems.
7. 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 permit conditions.
8. Permittee grants permission to staff of the Division to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
9. 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 Session Law 2006-246, Title
15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
10. A permit renewal request must be submitted at least 180 days prior to the expiration
date of this permit. The renewal request must include the appropriate application,
documentation and the processing fee as outlined in Title 15A NCAC 02H.1045(3).
11. A copy of the approved plans and specifications shall be maintained on file by the
Permittee at all times.
Permit modified, updated and reissued this the 11th day of March 2021.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
,
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 7

Attachment A
State Stormwater Management Systems
Permit No. SW8 130104
P-705 Hangar and Apron Expansion
Stormwater Permit No. SW8 130104
Onslow County
Designer's Certification
Page 1 of 2
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/weekly/full time) the
construction of the project,
(Project)
for (Project Owner) hereby state that, to the best
of my abilities, due care and diligence was used in the observation of the project construction
such that the construction was observed to be built within substantial compliance and intent
of the approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 130104
Certification Requirements:
Page 2 of 2
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount
of impervious area.
3. All the impervious area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. Elevations of the BMP are per the approved plan.
6. BMP is located per the approved plans.
7. A trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation. (Does not apply to
underground sand filters)
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-circuiting
of the system.
11. The permitted amounts of surface area and/or volume have been provided.
12. Required drawdown devices are correctly sized and located per the approved
plans. ,
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required number and type of plantings are provided.
16. The required dimensions of the system are provided, per the approved plan.
cc: NCDEQ-DEMLR Regional Office
Page 7 of 7

Attachment C - Permitting History
P705 Hangar and Apron
Permit No. SW8 130104
Approval
Permit Action
BIM
Description of the Changes
Date
Version
1/25/2013
Original
1.0
Low Density
Approval
Low Density to High Density, 5 Sand Filters (DA's A-E)
Major
& I Rainwater Harvesting System (DA G) (2008-21 1
5/10/2013
Modification1.1
Rules)
DA H & DA I: untreated due to BUA exchange by
treating pre-1988 BUA in other DA's
1. Drainage Area E: Due to the expansion of the
apron, a portion of the offsite drainage area and offsite
6/17/2014
Major
1.2
existing pre-1988 impervious area previously located
Modification
within to Drainage Area E had to be redirected to bypass
the sand filter. Therefore Drainage Area E and the
associated impervious area have been reduced.
2. Drainage Area F: Due to the expansion of the
apron, additional impervious area and associated onsite
drainage area will be treated in the new sand filter
associated with Drainage Area F.
3. Pre-1988 impervious area: Due to the reduction in
the amount of offsite existing pre-1988 impervious area
being treated in Drainage Area E, the total amount of
existing, pre-198. treated impervious area available for
the exchange of new, untreated impervious area is being
reduced. Please refer to Section 1.9 for details.
4. Drainage Area J: The impervious area proposed as
part of this drainage area will not be treated and will
reduce the amount of new, untreated impervious area
available for future development as described in the
trade agreement referred to in item 3 above and as
described in Section 1.9 of the permit.
3/1 1/2021
j Minor
1.3
Removal of a portion of DA I (2 acre area removed will
Modification
be covered by SW8 210203)
Page 1 of 1

DEMLR USE ONLY. _
Date Received
Fee Paid
Permit Number
.Z
r zi
I I Cl Ig1
00='
og o10
Applicable Rules' ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This fond may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans
specifications, letters, operation and maintenance agreements, etc.):
P-705 Aircraft Maintenance Hanear and Aoron
2. Location of Project (street address):
South of Intersection of Douglas Road and White Street
City: l acksonv it le County:Ons low Zi p:28545
3. Directions to project (from nearest major intersection):
From U.S.17 and Douglass Road travel Easton Douglas Road then South on WhiteStreet
4. Latitude:340 42' 34.50" N Longitude:770 27' 16.8" W of the main entrance to the project.
IL PERMIT INFORMATION
1. a. Specify whether project is (check one): ❑New ®Modification ❑ Renewal %v/ Modification)
tRenen•als zwith mrntifications also requires SINU '102 — Renewal Application Fornr
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8130104 , its issue date (if known)lune 170, 2014 , and the status of
construction: ❑Not Started []Partially Completed* ® Completed* *provide a designer's certification
2. Specify the type of project (check one):
[]Low Density ®1-ligh Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the Stormwater project number,
if assigned, N/A and the previous name of the project, if different than currently
proposed, N/A
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ❑Sedimentation/Erosion Control: _
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
ac of Disturbed Area
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? ®No ❑Yes �a
If ycs, see S.L. 2012-200, Part Vl: http://portal.ncdenr org/web/Ir/rules-and-regulations ECFVE
FEB 0 2 2021
Forn1SWU-101 Version Oct. 31. 2013 Page I of6 BY•

III. CONTACT INFORMATION
I. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:Commanding Officer. Marine Corps Base Camp Leieune
Signing Official&"Title: Tatia Prendg-Yr 51 0 Pw0 CWSt Enai vev [inn r�r• ex Nr;aJ
b.Contact information for person listed in item 1a above:
Street Address:1005 Michael Road
City:MCB Camp Lejeune
Mailing Address (if applicable):
Phone:
State:NC 7ip:28547
Fax:
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (this is the
person who owns the property that the project is located on):
Property Owner/1
Signing Official &
b.Contact information for person listed in item 2a above:
Street Address -
City:
Mailing Address (if applicable):
City:
Phone: 1 1
Fax:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organ
Signing Official &'Title:_
b.Contact information for person listed in item 3a above:
Mailing Add
Phone:
4. Local jurisdiction for building permits:
Point of Contact:
Fax:
Phone #:
Form SWU-101 Version Oct. 31, 2013 Page 2 of
9 IEC-l u:-")
0 i 2021 1 t"
BY W

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
The stormwater runoff will be treated as it currently is permitted with no change to the existing system.
This modification seeks only to remove a portion of untreated area from the existing permit for use in a new
stand-alone permit applcation
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 White Oak River basin.
4. Total Property Area: 32.25 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
Area':32.25 acres
Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
behveen the banks of streams and rivers, the area below the Nornnal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 88.75 %
9. How many drainage areas does the project have?10 (For high densihj, court 1 for each proposed engineered
stormWter BMP. For low densihj and other projects, use 1 for the whole properhj 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 I
Drainage Area _
Drainage Area _
Drainage Area _
Receiving Stream Name
Stream Class *
Stream Index Number
Total Drainage Area (so
On -site Drainage Area (so
Off -site Drainage Area (sf)
Proposed Impervious Area" s
% Impervious Area** total
Impervious— Surface Area
Drainage Area I
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings/Lots (so
On -site Streets (so
On -site Parking (so
On -site Sidewalks (so
Other on -site (so
Future (so
Off -site (so
Existing BUA*** (so
Total (sf):
Stream Class and Index Number can be determined at: ht mrtnl.uaierrr.or neb o s ) it. r%"
Impervious area is defined as the built upon area including, but not limited to, buildings, ro pa{ki�g areas, �p
sidewalks, gravel areas, etc. f CD 1 0 20V
Form SWU-101 Version Oct. 31, 2013 Page 3 of BY,

Base information
Drainage Area
(Southl)
Drainage Area
(Southl)
Drainage Area
(Southl)
Drainage Area
(Southl)
Drainage Area
(Southi)
Drainage Area
(Southl)
Drainage Area
(Southl)
Drainage Area
(Southl)
Drainage Areal
(Southl)
Drainage Area
(Southl)
Receiving Stream Name
Southwest Creek
Southwest Creek
Southwest Creek
Southwest Creek
Southwest Creek
Southwest Creek
Southwest Creek
Southwest Creek
Southwest Creek
Southwest Creek
Stream Class
C
C
C
C
C
C
C
C
C
C
Stream Index Number
19-17
19-17
19-17
19-17
19-17
19-17
19-17
19-17
19-17
19-17
Total Drainage Area (so
198501
199411
182655
189805
143680
49119
60895
47351
49223
284383
On -Site Drainage Area (so
186594
164383
148822
155800
143680
49119
60895
30363
49223
107770
Off -Site drainage Area (so
11907
35028
33833
34005
16988
17 bL 13
Proposed Impervious Area (so
168965
186009
173488
181065
134882
45991
60895
27880
16877
250873
Impervious Area (so
85.1%
93.3%
95.0%
95.4%
93.9%
93.6%
100.0%
58.9%
34.3%
88.2%
Impervious Surface Area
Drainage Area
(Southl)
Drainage Area
(Southl)
Drainage Area
(Southl)
Drainage Area
(Southi)
Drainage Area
(Southl)
Drainage Area
(Southl)
Drainage Area
(Southl)
Drainage Area
(Southl)
Drainage Areal
(Southl)
Drainage Area
(Southl)
On -Site Buildings/Lots (so
60895
On -Site Streets (so
4356
436
436
10890
On -Site Parking (so
148138
146362
135036
142877
130331
44478
2178
12122
74260
On -Site Sidewalks (so
436
436
3229
Other On -Site (so
4128
4183
4183
4183
4551
1513
1526
Future (sO
Existing Off -Site
11907
35028
33833
34005
14376
176613
Tota1(Notlncl.BUA)
168965
186009
173488
181065
134882
45991
60895
27880
16877
250873
Total Impervious Area 1246925 SF OR 28.63 AC
Total Catchment Area 1405023 SF OR 32.25 AC
Percent Impervious Area 68 75% %
<
Trn ,,01
W
CMm
� �
t2m

*** Report only that amount of existing BLIA that will rennin after development. Do not report any existing BLIA that
is to be removed and which Will be replaced by new BLIA.
11. How was the off -site impervious area listed above determined? Provide documentation.
Projects in Union County: Contact llEJILR Cenlrnl OJ.pce stuf%[o check i%dve project is located within n l hreatened h
Endangered Species watershed that nrgv be subject to more stringent stornnrater requirements as per 15A V'CIC 0213 .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ncdenr.org/web/wq/ws/su/bmD-manual.
Vt. 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. A detailed application
instruction sheet and BMP checklists are available from
httl2://portal.ncdenr.orgZweb/wq/ws/su/statesw/forms does. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map athttki://portal.ncdeilr.orgZweb/wq/ws/su/nia2s.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from littl2://portal.ncdenr.orgZweb/wq/ws/su/statesw/foam does.
1. Original and one copy of the Stormwater Management Permit Application Form. Ini ials
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per part VIl below) All jq�
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M —AR a
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
htto'//www envhelp org/pages/onestopexpress html for information on the Express program —
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. '['his is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/ mile of the site boundary, include the
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm. '
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MI -I W or NI-IW line of tidal
waters, and any coastal wetlands landward of the MHW or NFIW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all 13UA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
I. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
Fk9 0 12021 a
Form SWU-101 Version Oct. 31.2013 Paee 4 o1`6

n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SH WT elevations (Please identify NI
elevations in addition to depths) as well as a map of the boring locations with the existing � I(' -
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedmle a site visit for DEMLR to verifij the SHIM' prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: N/A Page No: N/A
11. For corporations and limited liability corporations (I -LC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http://ww",.secretary.state.iic.us/Cot-poratioiis/CSearch.asl2x
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
13UA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from http://portal.ncdenr.org/web/ir/state-storniwa ter -
forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
Vlll. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Myra W. Jones, P.E.
Consulting Firm: Haskell Architects and Engineers
Mailing Addressall Riverside Ave.
City: Jacksonville
Phone: [phone]
l,niail:[e-mail]
State:FL Zip:32202
Fax: [phone]
IX, PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has beery filled out, coruplete this
section)
1, (print or type name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item la
f ) with (print or hype rime oforganization listed in
Contact Information, item 1 a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stornnvater system.
r
FEH 0 2 2021
Perm SWU-101 Version Oct. 31, 2013 Page 5 of6 BY-.

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
a Notary Public for the State of
do hereby certify that
before me this _ day of
County of
personally appeared
and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expi
X. APPLICANT'S CERTIFICATION
1, (print or type name ofperson listed in Contact Deformation, item la) Jalia flirende-YAAS+
certify that the information included on this permit application form is, to the best of my kn wledge, correct and
that the project will be constructed in conformance with the approved plans, that the requ ired deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under'15A NCAC 2H .1000 and any other applicable state stormwater requirements.
Signature F.(,aC \� Date(: ,I1 4PtN Z02 \
�� , a Notary Public for the State of 1V. 1:�3(ilC.l,, County of
do hereby certify that \3.� ¢ C- personally appeared
before me this day of 5�Rt1QQ,�and a nowledge the due execution of the application for
a stormwater permit. Witness my hand and official se
i-- 140TARY m5
�`�0 * COVr`;.�``�s•
Form SWU-101 Version Oct. 31.2013
SEAL
My commission expires mk°' aba
tECIMEi
AA
FED 0 2 2021
Page 6of6 AV. Li

Burd, Tina J
From:
Burd, Tina J
Sent:
Tuesday, March 16, 2021 11:12 AM
To:
Barraco CIV Talia M; [e-mail]
Subject:
SW8 130104 - P705 Hangar and Apron
Attachments:
SW8 130104 - P705 Hangar and Apron.pdf
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (Stormwater Section) completed
their review of the Express Stormwater Permit Application for the subject project. Attached is the cover letter and
permit issued on March 11, 2021 that will be mailed separately, along with any other supporting documents.
Please direct any questions to your reviewer.
Best Regards,
Tina Burd
Administrative Associate II
Wilmington Regional Office
Division of Environmental Assistance & Customer Service
Phone [phone]
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN,
Dirw
February 16', 2021
Via email onlv: talia.barracoa7usmc.mil
MCB Camp Lejeune
Attn: Commanding Officer
c/o Neal Paul, Deputy Public Works Officer
1005 Michael Road
Camp Lejeune, NC 28547
NORTH. CAROLINA
Envlroru entai.Quality
Subject: Request for Additional Information
Stormwater Project No. SW8 130104
P705 Hangar and Apron
Onslow County
Dear Mr. Paul:
The Wilmington Regional Office received and accepted a modified Express State Stormwater Management
Permit Application for the subject project on February 2nd, 2021. A preliminary in-depth review of that
information has determined that the application is not complete and that additional information is needed. To
continue the review, please provide the following additional information in a sinele, hard copy submittal
package:
I. 15A NCAC 02.1042(2)(a)(iv), .1003(3)(b),.and 1050(I): The sum of the impervious areas listed in
Section IV. 10 of the application for Drainage Area J do not match the total impervious area listed in the
previous application from June 2014. Since the only modification is to Drainage Area 1, the impervious
and drainage areas should remain unchanged for all other areas. Please confirm the associated impervious
and drainage areas are presented consistently throughout the application documents.
2. Due to the potentially minor nature of these comments, the express additional information review fee has
been waived.
Please remember to confirm that any revised information is presented consistently throughout the application
documents including calculations, supplements, narrative, and plans. Please also remember to provide two hard
copies of any updated documents per 15A NCAC 02H.1042(2).
All of the requested information listed above should be received in this Office by February 23", 2021, or the
application will be returned as incomplete. If additional time is needed to submit the requested information,
please email your extension request prior to this due date to the email address provided below with ajustification
and a date of when the requested information will be submitted, which shall be no later than 5 business days past
the original due date. Please remember that extension requests delay the issuance of the final permit. Also,
please note that only two letters requesting additional information is allowed in the State Stormwater Program. !f
the information is not satisfactorily provided after the second request, the project will he returned. If the project
is returned and you wish to re -submit to the Express Program, you will need to reschedule the project through the
Express Coordinator for the next available review date and will need to resubmit all required items at that time,
including the application fee.
The construction of any impervious surfaces, other than a construction entrance under an approved Sedimentation
Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action pursuant to NCGS
143-215.6A.
Please label all packages and cover letters as "Express" and reference the State assigned project number on all
correspondence. If you have any questions concerning this matter, please feel free to call me at [phone] or
email me at [e-mail].
' ®�Qa:� North Carolina Department of Environmental Qwllty:I.Division ofEnergy:Mineal and Land Resources
` Wilmington Regional Office, 1127 Cardinal Drive Extension I Wilmington, North Carolina 28405'
910.796.7215

State Stormwater Permit No. SW8 130104
Page 2 of 2
Sincerely,
zd& gea
Kellie Beth Norris
Environmental Engineer
DES/kbn: \\\Stormwater\Permits & Projects\2013\130104 HD\2021 02 addinfo 130104
cc: Myra Jones, PE, Haskell Architects & Engineers; via email: [e-mail]
Wilmington Regional Office Stormwater File

Modification for Permit SW8130104 for
P-705 Aircraft Maintenance Hangar and Apron
MCAS New River at Camp Lejeune
Jacksonville, North Carolina
Prepared for:
North Carolina Department of Environmental Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
[phone]
Prepared by:
Haskell Architects and Engineers
111 Riverside Ave
Jacksonville, FL 32202
[phone]
February 2021

Table of Contents
Narrative
1. Project Description
USGS Quadrangle Map — Jacksonville South, NC
Vicinity Map

Modification for Permit SW8130104 for
P-705 Aircraft Maintenance Hangar and Apron
MCAS New River at Camp Lejeune
Project Location: Onslow County, Jacksonville, NC
Marine Corps Air Station New River
South of the intersection of Douglas Road and White Street
Proiect Areas: 27.43acres total permit area
3.13 acres total drainage area "I"
2.00 acres to be disassociated from SW8130104
1.13 acres to remain in SW8130104 Drainage Area "I"
River Basin:
Stream Class:
Stormwater
Classification:
Project Description:
White Oak
New River (SC; NSW)
High Density Development
Permit SW8130104 has been approved through North Carolina Department of Environmental
Quality (NCDEQ) to permit the construction of "P-705: Aircraft Maintenance Hangar and Apron".
This Modification seeks to disassociate a portion of the total27.48acre project area from the
existing permit to allow the area for use in a new stormwater permit application with NCDEQ.
Currently, runoff from the 3.13 acre drainage area "I" is not being captured or treated by any of
the stormwater control measures (SCM) associated with permit SW8130104 as a trade off since
the current SCMs associated with the permit treat additional runoff from an adjacent concrete
apron.
Per SW8130104, drainage area "I" is 3.13 acres. This modification would seek to disassociate
2.00 acres to allow for a new stormwater permit within the disassociated area. The remaining
1.13 acres will remain in permit SW8130104 in drainage area "I". This modification would not
affect any SCMs or treatment of stormwater runoff that currently exists within the permit area.
The Maps section of this report shows the USGS Quadrangle Map and a Vicinity Map of the
project location.

a► HASKELL
ARCHITECTS AND ENGINEERS, P.A.
February 18, 2021
Ms. Kellie B. Norris
North Carolina Department of Environmental Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Dear Ms. Norris:
HASKELL tel 904.791A500
I I I Riverside Avenue fax [phone]
Jacksonville, Florida 32202-4950 web www.haskell.com
Myra W. Jones, PE, LEED AP BD+C
Director- Chief Group Civil Engineer
Re: Express NCDEQ #SW8 130104
P705 Hangar and Apron
Onslow County
Please find below our responses to your comments dated February 16, 2021 for the minor
modification of the above -mentioned project.
Comment 1: 15A NCAC 02.1042(2)(a)(iv), .1003(3)(b), and 1050 (1): The sum of the
impervious areas listed int Section IV.10 of the application for Drainage Area J
do not match the total imperious area listed in the previous application from June
2014. Since the only modification is to Drainage Area I, the impervious and
drainage areas should remain unchanged for all other areas. Please confirm the
associated impervious and drainage areas are presented consistently throughout
the application documents.
Response 1: Per email correspondence on February 17, 2021 with Kettle Norris, the drainage
area table has been revised accordingly for Drainage Area J.
Comment 2: Due to the potentially minor nature of these comments, the express additional
information review fee has been waived.
Response 2: Noted. rC-rCE `/
ER
GU� C/
Please find enclosed the following for the above -mentioned project: FEB td 2021
• Revised Drainage Area Summary Table BY,
• Revised Page 3 of 6 of SWU-101 Application
Should you have any other questions, please feel free to contact me directly at 904-791-4666.
North Carolina Architecture 9 51202, Engineering # C-213

ROM
Ms. Kellie Norris
February 18, 2021
Page 2
Sincerely,
Myra W. Jones, PE, LEED AP BD+C
Director — Chief Group Civil Engineer
cc: Talia (Barraco) Prendergast, E.I. — MCB Camp Lejeune
Joshua Hodge — Haskell
Joseph Winstead — Haskell
Mark Sweeney — Haskell
David Thomas, E.I. — Haskell
North Carolina Architecture # 51202, Engineering # C-213

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Director
February 16th, 2021
Via email only: talia.barraeoAzisme.mil
MCB Camp Lejeune
Attn: Commanding Officer
c/o Neal Paul, Deputy Public Works Officer
1005 Michael Road
Camp Lejeune, NC 28547
NORTH CAROLINA
Environmental Quality
Subject: Request for Additional Information
Stormwater Project No. SW8 130104
P705 Hangar and Apron
Onslow County
Dear Mr. Paul:
The Wilmington Regional Office received and accepted a modified Express State Stormwater Management
Permit Application for the subject project on February 2"", 2021. A preliminary in-depth review of that
information has determined that the application is not complete and that additional information is needed. To
continue the review, please provide the following additional information in a single, hard copy submittal
package:
1. 15A NCAC 02.1042(2)(a)(iv), .1003(3)(b), and 1050(1): The sum of the impervious areas listed in
Section IV.10 of the application for Drainage Area J do not match the total impervious area listed in the
previous application from June 2014. Since the only modification is to Drainage Area 1, the impervious
and drainage areas should remain unchanged for all other areas. Please confirm the associated impervious
and drainage areas are presented consistently throughout the application documents.
2. Due to the potentially minor nature of these comments, the express additional information review fee has
been waived.
Please remember to confirm that any revised information is presented consistently throughout the application
documents including calculations, supplements, narrative, and plans. Please also remember to provide two hard
copies of any updated documents per 15A NCAC 02H.1042(2).
All of the requested information listed above should be received in this Office by February 23r", 2021, or the
application will be returned as incomplete. If additional time is needed to submit the requested information,
please email your extension request prior to this due date to the email address provided below with ajustification
and a date of when the requested information will be submitted, which shall be no later than 5 business days past
the original due date. Please remember that extension requests delay the issuance of the final permit. Also,
please note that onlv two letters requesting additional information is allowed in the State Stormwater Program. If
the information is not satisfactorily provided after the second request, the project will be returned. If the project
is returned and you wish to re -submit to the Express Program, you will need to reschedule the project through the
Express Coordinator for the next available review date and will need to resubmit all required items at that time,
including the application fee.
The construction of any impervious surfaces, other than a construction entrance under an approved Sedimentation
Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action pursuant to NCGS
143-215.6A.
Please label all packages and cover letters as "Express" and reference the State assigned project number on all
correspondence. If you have any questions concerning this matter, please feel free to call me at [phone] or
email me at [e-mail].
do c.nau D_E Q�� North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
1 Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington. North Carolina 28405
910.796.7215

State Stomtwater Permit No. SW 8 130104
Page 2 of 2
Sincerely,
zee ad4
Kellie Beth Norris
Environmental Engineer
DES/kbn: \\\Stormwater\Permits & Projects\2013\130104 HD\2021 02 addinfo 130104
cc: Myra Jones, PE, Haskell Architects & Engineers; via email. Myra.Jonesnhaskell.com
Wilmington Regional Office Stormwater File

For DEQ Use ONLY
Reviewer. K� N
North Carolina Department of Environmental Quality Submit 2 2 Z 02_1
Request for Express Permit Review
Time. I 1 M
Conlon:
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.davidson(Tg ncdenr.gov
• Fayetteville and Raleigh Regions -David Lee 919-791-4204; [e-mail]
• Mooresville and Winston-Salem Regions -Paul Williams 336-776-9631; paul.e.williams(@,ncdenr.gov
• Washington Region -Lyn Hardison 252-948-3842 or lyn.hardison(ftcdenr.gov
• Wilmington Region -Cameron Weaver 910-796-7265orcameron.weaver(cDncdenr.gov
NOTE: Project application received after 12 noon will be stamped in the following work day.
Project Name: P-705 AIRCRAFT MAINTENANCE HANGAR AND APRON County ONSLOW
Applicant: TALIA BARRACO Company: MCB CAMP LEJEUNE
Address: 1005 MICHAEL ROAD City: MCB CAMP LEJEUNE, State. NC Zip: 28547-_
Phone: [phone], Fax _-_- Email: [e-mail]
Physical Location SOUTH OF INTERSECTION OF DOUGLAS RD AND WHITE STREET
SW lat)10
SW
SW _
NPDES
NPDES _
WO
WQ_
E&S
E&S _
Other
Project Drains into SC waters — Water classification NSW (DWR Surface Water Classifications Mal)
Project Located in WHITE OAK River Basin. Is project draining to class ORW waters? NO, within Y, mile and draining to class SA waters NO or within 1
mile and draining to class HOW waters? NO
Engineer/Consultant:MYRAJONES Company: HASKELL ARCHITECTS &ENGINEERS a GCtf Qfi�c�
Address: 111 RIVERSIDE AVENUE City: JACKSONVILLE, State: FL Zip: 32202-_
Phone: [phone], Fax: [phone], Email: [e-mail] Z 1 2-/20 21
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE K�
$ #_ 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
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ IntermittentiPerennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑ Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW _ (Provide permit #)]
❑ High Density -Detention Pond _ # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ if Treatment Systems ❑ High Density —SW Wetlands _ # Treatment Systems
® High Density -Other _ # Treatment Systems/ ® MOD:[] Major ® Minor ❑ Plan Revision ❑ Redev. Exclusion SW 8130104 (Provide permits)
❑ Coastal Management ❑ Excavation & FIII ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ 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 ❑ Yes ® No Buffer Impacts: ® No ❑ YES_acre(s)
Wetlands Delineation has been completed: ❑ Yes ® No Isolated wetland on Property ❑ Yes ® No
US ACOE Approval of Delineation completed: ❑ Yes ® No 404 Application in Process w/ US ACOE: ❑ Yes ® No Permit
Received from US ACOE ❑ Yes ® No
For DEQ use nnly
Fee Split for multiple permits: (Check # 1 Total Fee Amount S
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Mal; ❑ Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
$
401:
$
LQS
$
Stream Deter—
$
NCDEC EXPRESS June 2019

Modification for Permit SW8130104 for
P-705 Aircraft Maintenance Hangar and Apron
MCAS New River at Camp Lejeune
Jacksonville, North Carolina
Prepared for:
North Carolina Department of Environmental Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
[phone]
Prepared by:
Haskell Architects and Engineers
111 Riverside Ave
Jacksonville, FL 32202
[phone]
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December 2020
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Mr,dilication Narrame.doc

Table of Contents
Narrative
1. Project Description
Maps
USGS Quadrangle Map — Jacksonville South, NC
Vicinity Map
SW8130104 Drainage Map

Modification for Permit SW8130104 for
P-705 Aircraft Maintenance Hangar and Apron
MCAS New River at Camp Lejeune
Project Location:
Project Areas:
River Basin:
Stream Class
Stormwater
Classification:
Project Description:
Onslow County, Jacksonville, NC
Marine Corps Air Station New River
South of the intersection of Douglas Road and White Street
3.13 acres total drainage area
1.95 acres to be removed
1.18 acres to remain in SW8130104 Drainage Area "I'
White Oak
New River (SC; NSW)
High Density Development
Permit SW8130104 has been approved through North Carolina Department of Environmental
Quality (NCDEQ) to permit the construction of "P-705: Aircraft Maintenance Hangar and Apron".
This Modification seeks to disassociate a portion of the project area from the existing permit to
allow the area for use in a new stormwater permit application with NCDEQ. Currently, runoff
from drainage area "I" is not being captured or treated by any of the stormwater control
measures (SCM) associated with permit SW8130104 since the current SCMs treat additional
runoff from an adjacent concrete apron.
Per SW8130104, drainage area T' is 3.13 acres. This modification would seek to disassociate
1.95 acres to allow for a new stormwater permit within the disassociated area. The remaining
1.18 acres will remain in permit SW8130104 in drainage area "I". This modification would not
affect any SCMs or treatment of stormwater runoff that currently exists within the permit area.
The Maps section of this report shows the USGS Quadrangle Map, Vicinity Map, and the
Proposed Drainage map from permit SW8130104 as approved on June 611, 2014 with the
proposed area to be removed as a result of this modification.

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Jacksonville South, North Carolina
1997

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LLHASKELL tel [phone]
II I Riverside Avenue fax [phone] Transmittal
Jacksonville, Florida 32202-4950 web www.haskell.com
ARCHITECTS ANDE❑Ie,.F.,
JAN 2 8 2021 f
To: Kellie Norris, EIT DATE: January 27, 2021
NCDEQ - —
123 Cardinal Dr. Extension
Wilmington, NC 28405
PROJECT: P-705 Maintenance Hangar and Apron SUBJECT: NCDEQ Stormwater Permit Modification
MCAS New River, Camp Lejeune, NC Submittals
SW 8130104
We are sending you ® herewith the following documents on this project.
❑ under separate cover
NUMBER
COPIES
DRAWING
NUMBER
DATED
TITLE OR DESCRIPTION
PREPARED BY
2
02/02/21
22 x 34 Set of Plans (Signed and Sealed)
HAE
1
02/02/21
Detailed Narrative Report (Signed)
HAE
1
01/12/21
SWU-101 Application (Signed)
HAE
1
01/14/21
Express Permit Modification Application Fee Check.
Amt. $1,500
HAE
These documents are being submitted to you:
❑ For your use. ❑ Please sign and return; retain a copy for your files
❑ For estimating purposes. ® For your approval. Please return (0) copies *APPROVED* or, "APPROVED AS NOTED'.
❑ Approved. ❑ Due to revisions. Please acknowledge receipt, advising if these revisions will affect the
❑ Approved as noted. contract price.
For Revision and Return
REMARKS:
For your review and acceptance prior to submitting to NCDEQ for the Stormwater permit
modification
If you have any questions or comments, please feel free to contact me at:
Phone: [phone]
Email: [e-mail]
COPIES TO: Very truly yours,
HASKELL ARCHITECTS AND ENGINEERS, P.A.
Senior Engineero- Civil

USGS Quadrangle Map (N.T.S.)
Jacksonville South, North Carolina
1997

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