20120270 Ver 3_401 Application_20130513

_ CAPE F
151 Poole Road, Suite 100
BeMlle, NC 28451
TEL [phone]
FAX [phone]
www.capefearengineering.com
To NC DWQ, WBSCP Unit
512 North Salisbury St.
Raleigh, NC 27604
Attn:
Transmittal
Date: 5/30/2013
File: 558 - 179 -39
Subject: P705/710 Hangar & Aircraft
Apron, MCAS New River, NC 404
Permit Application
❑ As Requested ❑ For Your Files ❑ For Distribution ❑ For your Review / Action / Approval
® Sent via Mail ❑ Sent via Courier
Quantity
Drawing No.
Description
5
Ea
PCN form and supporting documentation
5
Ea
AS
Bachelors Delight Mitigation Credit Request Form
5
Ea
CD12 -086 Consistency Concurrence — Hangar July 3—,2012 »
5
Ea
401 Water Quality Certification #3934 dated July 18, 2012
5
Ea
NCDWQ Stream Identification Form dated February 7, 2013
5
Sets
Plan Drawings
1
Ea
$570.00 Fee
REMARKS
tv1AY
CC: File Cape Fear Engineering, Inc.
c
File: 558 - 179-39 v Signed:
Maria Jones
Received By:
Date: 5/30/2013

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12k - 0110V3
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre- Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit ❑Section 10 Permit
1b. Specify Nationwide Permit (NW P) number: or General Permit (GP) number: modification of SAW- 2010 -01797
1c. Has the NWP or GP number been verified by the Corps?
❑ Yes
❑ No
1d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
® Yes
❑ No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
® Yes
❑ No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2. Project Information
2a. Name of project:
Hangar P705/710 and Aircraft Apron, MCAS New River
2b. County:
Onslow
2c. Nearest municipality / town:
Jacksonville, NC
2d. Subdivision name:
n/a
2e. NCDOT only, T.I.P. or state
project no:
n/a
3. Owner Information
3a. Name(s) on Recorded Deed: U.S. Government
3b. Deed Book and Page No.
n/a
3c. Responsible Party (for LLC if
applicable):
U.S. Marine Corps c% Neal Paul MAY �
.
3d. Street address:
Marine Corps Base Camp Lejeune - Public Work Di �,.
LMic oa
3e. City, state, zip:
Camp Lejeune, NC 28542
a Branch
3f. Telephone no.:
910 -451 -2213
3g. Fax no.:
910 -451 -2927
3h. Email address:
neal.paul ®usmc.mil and copy to martin.korenek @usmc.mil
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ® Other, specify: contractor
4b. Name:
Jason Walton
4c. Business name
(if applicable):
Mortenson Construction
4d. Street address:
4177M White Street
4e. City, state, zip:
McCutcheon Field, NC 28545
4f. Telephone no.:
303 - 349 -7645
4g. Fax no.:
4h. Email address:
[e-mail]
5. Agent/Consultant Information (lf applicable)
5a. Name:
Maria Jones
5b. Business name
(if applicable):
Cape Fear Engineering.
5c. Street address:
151 Poole Road, Suite 100
5d. City, state, zip:
Belville, NC 28451
5e. Telephone no.:
910- 383 -1044
51'. Fax no.:
5g. Email address:
mania .jones @capefearengineering.com
Page 2 of 11
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID):
n/a
1 b. Site coordinates (in decimal degrees):
Latitude: 34.7066 Longitude: - 77.4522
(DD.DDDDDD) (- DD.DDDDDD)
1c. Property size:
MCAS New River, P705/P710 is 28.3 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
New River
proposed project:
2b. Water Quality Classification of nearest receiving water:
SC; HOW, NSW
2c. River basin:
White Oak
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
See attched 3a sheet.
3b. List the total estimated acreage of all existing wetlands on the property:
Total acreage on the base has not been surveyed/calculated. However, the USACE- approved jurisdictional
determinations provide acreages of specific surveyed areas. The two USACE Wilmington District wetland jurisdictional
determinations that are related to the proposed action have Action IDs SAW - 2010 -00796 (south and west portions of
MCAS New River) and SAW- 2010- 01797.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
The unnamed tributary is proposed to be culverted for 841 feet of the total length of 3,187'. There is currently 1,200'
within a culvert under the existing apron which was constructed in the mid- 1980's. Upstream of that apron are 821' of
stream that will not be impacted by this proposal. Of the downstream 1,166' this proposal will pipe 841' (see attached
Figure 6 °stream length°).
3d. Explain the purpose of the proposed project:
The purpose of work proposed is to serve the additional aircraft equipment growth related to increases in aircraft
squadrons, as directed by the President and authorized by Congress, and evaluated in the EIS (NAVFAC Mid - Atlantic
2009). The specific purposes are to construct facilities to accommodate aircraft maintenance, storage, and
deployment/landing, as well as staff driving/parking their cars to /at the facility. Additional details regarding purpose and
need were in the FEIS submitted with permit SAW- 2010 -01797.
3e. Describe the overall project in detail, including the type of equipment to be used:
See permit SAW- 2010 -01797 and FEIS supplied with that permit.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments: The two USACE Wilmington District wetland
® Yes ❑ No ❑ Unknown
jurisdictional determinations that are related to the proposed
permit have Action IDs SAW- 2010 -00796 (south and west
portions of MCAS New River) and SAW - 2010 -01797.
4b. If the Corps made the jurisdictional determination, what type
Preliminary Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency /Consultant Company: USMC/ Tetra Tech
Name (if known): Federal staff and contractors
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
SAW- 2010 -00796 was finalized 28 October 2010, and SAW - 2010 -01797 was finalized 22 November 2010, see eaisting
permit files.
Page 3 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5. Project History
5a. Have permits or certifications been requested or obtained for
® Yes ❑ No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
This PCN is for a MODIFICATION of the original Corps Individual Permit, SAW- 2010 - 01797. State stormwater permit for
a portion of the project has been issued (SW8 130104Mod). This permit will need to be modified to include the additional
apron expansion and °impact° area.
6. Future Project Plans
6a. Is this a phased project?
® Yes ❑ No
6b. If yes, explain.
This impact is related to the referenced proposed hangar expansion on the west side of the runway in the original permit
application, SAW - 2010 -01797. At the time of the initial permit submittal, neither funding nor plans were complete, for this
hangar and aircraft expansion. Therefore, this is a MODIFICATION request of that permit.
Page 4 of 11
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary
W1 ❑ P ❑ T
N/A
❑ Yes
❑ No
❑ Corps
❑ DWQ
WA
W2 ❑ P [IT
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
0 N
❑DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
N/A
2h. Comments: no wetland impacts proposed
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) ) or
(Corps -404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ®P ❑ T
culverted
® PER
❑ INT
® Corps
® DWQ
4
841
S2 ❑ P [IT
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
841
3i. Comments: The stream proposed to be culverted was relocated to the present alignment in the 1980's with a prior
expansion of aircraft facilities and authorized at that time with a Nationwide Permit. (See attachment 3.a and Figures 3 & 4)
Page 5 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number —
Permanent (P) or
Temporary
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody type
4e.
Area of impact (acres)
01 ❑P
WA
WA
02 ❑P
03 ❑P ❑T
04 ❑P ❑T
R. Total open water impacts
N/A
4g. Comments: n/a
S. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
Pond ID
number
5b.
Proposed use or purpose
of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
P2
5f. Total
N/A
5g. Comments: Not anticipated at this time; more will be known (and updated if relevant) as the stormwater permit
modification is completed.
5h. Is a dam high hazard permit required?
❑ Yes No If yes, permit ID no:
5i. Expected pond surface area (acres):
n/a
5j. Size of pond watershed (acres):
n/a
5k. Method of construction:
n/a
Page 6 of 11
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. if any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar - Pamlico ® Other: n/a
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
69.
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary
impact
required?
131 ❑ P ❑ T
n/a
n/a
® Yes
n/a
B2 ❑P ❑T
❑Yes
❑ No
133 ❑ P [IT
❑ Yes
❑ No
6h. Total buffer impacts
n/a
n/a
6i. Comments: n/a
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The proposed culvert has been shortened to the maximum extent practicable to meet the airport requirements. Additional
design practices to reduce impacts to water quality are discussed in Appendix 1 and the FEIS of issued SAW - 2101 -01797.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
During construction, silt fences will be erected between work areas and the unnamed jurisdictional stream. Silt fences will be
inspected weekly and maintained as needed. If dewatering, turbidity screens, hay bales or other control devices will be used
to insure that the quality of water from the discharge meets state standards. All other best management practices regarding
sedimentation and erosion control methods will be implemented as specified by NCDWQ. Prior to construction wetlands near
work areas will be clearly marked in the field. The field supervisor will monitor contractor activities to ensure that no
equipment crosses into wetlands downstream of the proposed culvert terminus. Care will be taken in the final position and
alignment of the culvert outfall to reduce potential scour during peak high flow rainfall events.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
® Yes ❑ No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
® DWQ ® Corps
® Mitigation bank
2c. If yes, which mitigation option will be used for this
project?
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete If Using a Mitigation Bank
3a. Name of Mitigation Bank: Bachelors Delight
3b. Credits Purchased (attach receipt and letter)
Type stream
Quantity 841
Page 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version

3c. Comments: Because of the low quality of the impacted stream a 1:1 ratio was agreed as compensation.
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
n/a linear feet
4c. if using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
n/a square feet
4e. Riparian wetland mitigation requested:
n/a acres
4f. Non - riparian wetland mitigation requested:
n/a acres
4g. Coastal (tidal) wetland mitigation requested:
n/a acres
4h. Comments: WA
5. Complete ff Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
n/a
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWO
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
n/a
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
N/A
6h. Comments: WA
Page 8 of 11
PCN Form — Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWO)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ID No
Comments: Does not include diffuse flow plan; not in special buffer basin
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
Approx 82 %
2b. Does this project require a Stormwater Management Plan?
® Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: n/a
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
Stormwater treatment will be via systems of grassed swales, rainwater harvesting, sand filters and piped culverts. LEED
and LID principles will be incorporated to the maximum extent practicable, including sand filters, as well as a rainwater
harvesting system that will collect roof drain runoff to be used for vehicle washing. Discharge from proposed grassed
swales or engineered BMP's will either connect to existing swales or outfall into surrounding wetlands. All discharge
created by this proposed project will abide by the allowable permissible flow rates per NCDENR regulations, including the
usage of level spreaders where necessary (also see Appendix 1).
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan?
® DWQ Stormwater Program
® DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local governments jurisdiction is this project?
U.S. Marine Corps/Dept of Navy
® Phase II
3b. Which of the following locally- implemented stormwater management programs
® NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
4. DWO Stormwater Program Review
® Coastal counties
4a. Which of the following state- implemented stormwater management programs apply
® HQW
❑ ORW
(check all that apply):
® Session Law 2006 -246
® Other: NSW
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ® No
S. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
Toyes ❑ No
Page 9 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5b. Have all of the 401 Unit submittal requirements been met?
® Yes ❑ No
F. Supplementary Information
1. Environmental Documentation (DWO Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
® Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
® Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
® Yes ❑ No
Comments: Exhibit - FEIS, NAVFAC Mid - Atlantic, 2009, included in original permit
application and not attached in this "MODIFICATION of the existing permit.°
2. Violations (DWO Requirement)
2a. Is the site in violation of DWO Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑ Yes ® No
2c. If you answered 'yes" to one or both of the above questions, provide an explanation of the violation(s): n/a
3. Cumulative Impacts (DWO Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. if you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWO policy. If you answered "no," provide a short narrative description.
However, due to new stormwater facilities and water treatment upgrades, it will not likely adversely impact downstream
water quality. Some cumulative impacts to water resources may occur from a slight increase in additional troops based at
MCAS New River in future years. Cumulative impacts to stormwater and groundwater should be minimized with the
implementation of BMPs, adherence to NPDES permit requirements and North Carolina's Coastal Stormwater Rules, and
guidelines established in the stormwater management plan. Within the ROI, the potential for cumulative adverse impacts
to wetland areas and waterways (though none are anticipated at this time) would be mitigated through the adherence to
existing USMC, Federal, and State policies and recommendations by NCDENR to reduce and/or maintain point and non -
point sediment; complying with NPDES permit limits and requirements; adopting Natural Resources Conservation Service
conservation practices; following guidance in the wetland permitting process; implementing Soil Erosion Control Plans;
and applying BMPs.
4. Sewage Disposal (DWO Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
The slight additional waste water associated with the hanger construction will be treated by the French Creek Waste
Water Treatment Plant which has substantial capacity beyound the current treatment rates (also see Appendix 1).
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
® Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Feld Office you have contacted.
® Raleigh
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
FEIS, NAVFAC Mid - Atlantic, 2009
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
® Yes ❑ No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
FEIS, NAVFAC Mid - Atlantic, 2009
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
FEIS, NAVFAC Mid - Atlantic, 2009
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain? --Fo
Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? FEMA maps
Maria Jones
May 2013
Applicant/Agent's Printed Name
Applicant/Agent's Signature
Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 11 of 11
PCN Form — Version 1.3 December 10, 2008 Version

B. PROJECT INFORMATION & PRIOR PROJECT HISTORY
3a. - Existing Conditions
Historic Relocation of Stream
The unnamed tributary of Southwest Creek was relocated in the early 1980's to the present
location. The existing concrete apron and hangers were constructed in that time frame (Figures 3
& 4). Prior to 1984, the Corps of Engineers Nationwide Permit for "work above the
headwaters " had no notification or area of wetland impact limits. The Onslow County permit
coordinator with the Corps of Engineers, Wilmington District Regulatory Branch at the time,
would have been either Ken Jolly or Ernie Jahnke, now both retired. There may not have been
any correspondence with MCAS New River related to the historic work because of the
conditions of the nationwide permit that was in effect at that time.
Soils - A review of the Web Soil Survey indicates a "contour line" of Pactolus and Marvyn series
that approximate the original location of the unnamed tributary prior to the 1980's construction.
Beginning at the existing culvert from under the present aircraft apron to a dogleg turn in the
present stream which heads more southwest, the stream is in soils mapped as Baymeade. The
next and longest downstream segment is mapped as Marvyn. The proposed activities stop at the
approximate mapped soil boundary of the Pactolus series. The present location of the stream was
excavated entirely in non -hydric soils in the 1980's during an earlier construction process.
The remainder of the historic headwaters of the unnamed tributary are 1205 linear feet north
across the existing concrete aircraft apron. The soils in that area are mapped as Goldsboro series.
No impacts are currently proposed for that area. There is mowing and lawn maintenance in that
vicinity to reduce bird use and potential hazards to aircraft (Figure 2).
Evidence of Historic Alterations - The slopes to the present stream have extensive evidence of
man alterations associated with the historic relocation. These include; concrete bags (Photos
3 &4), up to six rock check dams remaining from original relocation activities (Photos 1, 2, 6
&7), and concrete slurry in the stream bottom (Photo 9).
Current Stream Quality - A few (less than 20) mosquitofish, Gambusia affinis, were observed
in the lowest reach where deeper standing water was present. One turtle was observed in the
same lower reach and was likely either, a cooter or slider species. Both the mosquitofish and
turtle were in the more deeply excavated portion of the previously relocated stream (Photo 11).
The greater portion of this habitat is downstream of the proposed culvert terminus.
The attached photos of the proposed project area were e- mailed to Lawrence Cahoon, PhD., at
UNC- Wilmington, Marine Science Department, requesting an opinion on the wax like sheen and
the "rusty" accumulations on some of the aquatic vegetation along the bank. It must be pointed
out that Dr. Cahoon is not an employee or under contract to Needham Environmental Inc. and his
comments below are a courtesy to a former student and nothing more.
"The brown fuzzy stuff is mostly iron bacteria, a group that includes Beggiatoa
sp., among others. These are naturally occurring and tend to be very abundant

where iron -rich groundwater percolates into surface waters. These "iron- bacteria"
make a living by oxidizing reduced (ferrous) iron, which occurs in anoxic
groundwater, into the ferric form, which is usually brown - orange. That oxidation
provides energy for them. Many groundwaters are highly enriched in iron and so
provide substrate for these bacteria. Groundwater is naturally anoxic." (Photo 7).
"The "oily sheen" is plant degradation products that include oily and long -chain
hydrocarbons that are essentially waxes - if you touch them they crinkle a bit.
That's all natural stuff. Petroleum is a plant product, after all. This looks entirely
natural to me. Petroleum pollution does not contain the waxy components -
would seriously gum up your engines, etc. - and the sheen would be more highly
dispersed, not stuck on debris." (Photo 8).
Current Vegetation - The entire area of proposed impact in the immediate vicinity of the
stream, including slopes, are maintained on a regular basis by Base Personnel to reduce the risk
of bird strikes with aircraft. This involves mowing the slopes and hand cutting of any woody
vegetation on the stream bank. The mowing is very close cut which makes plant identification
difficult. Recently cut black willow, Salix nigra and sweet gum, Liquidambar styraciflua were
seen during site inspection rooted into the remains of an old check dam (Photo 6). Along the
bank are discontinuous culms of soft rush, Juncus effusus; swamp dock, Rumex vertillatus,
scattered unidentified sedge, Carex sp. and dewberry, Rubus hipidus. All these species are
common along roadside ditches in the coastal plain.
The upland area where the new hanger will be constructed has a canopy of loblolly pine, Pinus
taeda. Needham Environmental staff have not reviewed the upland pine forest and have only
reviewed the proposed impact area of the stream.
Outlet Culvert Area - There are four 60" culverts downstream, under the perimeter road. These
have security wire to prevent unauthorized individuals from entering the base (Photo 12). The
downstream end of the four culverts are presently equipped with screw type water control gates
to restrict water and or spills from leaving the site. Immediately upstream of the outlet culverts is
a previously installed oil skimmer boom to filter potential petroleum spills (Photo 13).

Photo 1- Upper reach, remains of check dam
Photo 2 - Old check dam with side wash -out

Photo 3 - Concrete bags for bank stabilization
Photo 4 - Concrete bags along historic excavated
slope of relocated stream from 1980's
Photo 5 - Steep slope of present excavated
location at lower reach of proposed culvert

Photo 6 - Old check dam, bush axed black willow in center right
Photo 7 - Concrete bags on stream bed in wider pool along lower reach

Photo 8 - Waxy leachate from natural decay of vegetation, not petroleum
Photo 9 - Poured concrete shelf along relocated stream bottom

Photo 10 - Downstream reach looking upstream in vicinity of end of proposed culvert
Photo 11 - No proposed impacts in this lowest reach, note culverts and security fence on
perimeter road, cattails are in adjacent sediment basin

Photo 12 - Security wire on culverts at boundary road
Photo 13 - Previously installed "oil boom" to reduce risk of spill leaving the base

APPENDIX 1
Existing Site
The proposed hangar and apron is located in an undeveloped area directly southwest of the existing hangar AS4108 and
south of an overflow parking area. The site bordered by a large drainage canal to the northwest and southeast, and a building
to the southwest along Perimeter Street Further to the southeast is the CAIA apron. The site conditions are predominately
wooded (recently clear cut) and turf areas adjacent to the existing aprons.
Grading
The proposed grading plan places the hanger at the highpoint and matches grades of the concrete airfield aprons to the
northwest and southwest The general topography falls to the south and west of the proposed hangar location. The airfield
concrete slopes 1.5% away from the hangar through the hanger access maintains grades within 0.5% to 1.5% for the extents
of the new apron area. An exception occurs in areas in the southern comer and abutting the existing concrete apron to the
northeast where slopes are in excess of 1.5% to match existing elevations. Extents outside of the concrete airfield apron fall
away 0.5% to 5.0% to a distance of 100 feet before tying into existing ground. Grades do not exceed 10% with the exception
of fore slopes to the drainage canals.
Erosion and Sedimentation Control
Erosion and sedimentation control measures will be designed in accordance with NCDENR Erosion and Sedimentation
Control Planning and Design Manual. Measures include sift fence, temporary construction entrances, inlet protection,
channelization ditches, diversion berms, sediment tubes, rock check dams, rolled erosion control products, and temporary
skimmer sediment basins.
Stor neater Management
Stormwater management for the project was designed in accordance to NCDENR regulations and includes post
development treatment to remove 90% Total Suspended Solids utilizing cast in place concrete sand filter vaults. Each sand
filter is designed to treat a 1.5 inch rainfall event within a 3.5 to 5.0 acre basin. The sand filter design will allow for 75%
storage of the 1.5 inch rainfall event Runoff in excess of the event will overflow into an internal rectangular weir structure
within the sand filter and route through an enclosed system with outfall points to the existing canals.
Existing stormwater patterns are predominantly generated by sheet flow from the existing concrete apron to perimeter
drainage canals flowing to the southwest. The water shed is divided approximately at the half way point of the apron
expansion with the northeastern half flowing northwest through a 60" culvert under the access to the existing overflow
parking area to the large canal flowing north and then south through a 96" CMP arch structure under Perimeter Street The
southwestern half is routed down a large oulfall canal and through 4-60" CMP outlet controlled culverts. Overall drainage
connects to tributaries of New River and the Atlantic Ocean.
Over all drainage patterns match existing, with the exception of reducing flow to the 60" and capturing flow across airfield
pavement into an enclosed stormwater system for filtration treatment Stormwater flows in the airfield apron area are captured
by airfield drop inlet structures with single or double aircraft rated grate structures (Neenah R -3475 EIF). Spacing and pipe
saes are designed for a 2 year design storm in accordance to Interim Technical Guidance (ITG 02 -04), dated September 30,
2002. Each system comprises a drainage basin not to exceed 5 acres with direct discharge to a sand filter treatment device.
Drainage adjacent to the hangar consists of 1.0% slope overtand flow across turf and pavement and captured in inlet
structures and depressed drainage basins. Sheet flow from the northwest side is captured into a single inlet located at the
outlet end of an existing 28" CMP ouHall structure for the existing hangar pavement areas. The area ties to the existing 60"
CMP culvert structure and also handles overflow water from the AFFF system. The sheet flow area to the northeast of the
hanger is captured into 178'x20' infiltration basin. Post development run -off matches pre-development conditions due to the
removal of the overflow parking area.
The sheet flow generated on the southwest side of the hangar is captured in the pavement expansion and will require a
culverted extension of the existing 13'x8' CMP arch pipe and fill of the existing ditch and capture of sheet flow from the area

adjacent the apron to the southwest. Culvert extension design proposes an 8'x8' reinforced concrete box culvert, or
equivalent structure capable of carrying 700 cts of stomrwater at 0.3% slope. Sheet flow from the adjacent apron will be
captured by a 24' wide trench drain and discharged through an enclosed system to a RCB junction box south of the project.
Rainwater Harvesting System
A rainwater harvesting (RWH) system will be incorporated into the project to source stomrwater volumes from the roof as the
main water supply for the wash rack yard hydrants. The design incorporates connection to all down spouts through PVC rain
leaders to drainage structures at the perimeter of the hangar. The captured rainwater discharges through a pretreatment to
remove floatable trash and sediment, through a UV filter, and a micron filter before entering 4 -118 linear foot, 6' diameter
SRPE tanks capable of storing 100,000 gallons. The tanks empty into a wet well housing a submersible pump rated at 40
gpm and 50' head. An enclosed RWH control system will be pad mounted exterior to the hangar. The control system will
provide overall system controls, disinfection and filtration units, make -up water connection, water levellpressure sensors, and
operation panel. A diverter valve is incorporated in the design that will operate via a flow switch at the wash rack to channel¢e
flow to the gravity sewer. The structure will include heat elements to maintain winter operation.
Sanitary Sewer System
The anticipated sanitary sewage loading for this project is estimated to be 14,340 gallons per day. The domestic load is
based on 204 personnel working at the hangar building times an estimated generation of 35 gallons per person per day in
accordance with North Carolina regulations. The industrial load is based on using 1,200 gallons to wash one aircraft times sic
aircraft per day. Based on the peak domestic load plus the average industrial load, the required pump station capacity is
estimated to be 101 gallons per minute at 22 feet total dynamic head to maintain a flushing velocity of at least
3.5 feet per second.
A gravity sanitary sewer collection system will consists of one leg beginning with the connection to the AFFF tank and hangar
bay trench drains to the southeast, and the wash rack to the southwest. A second leg along northwest face of the hangar
intercepts domestic wastewater laterals. Wastewater generation from the fire suppression system and wash rack will be
handled through diversion vaults. End use water for hangar wash down and the wash rack will be channeled to the sanitary
system through a 50 gpm oil water separator and into the lift station. The wash rack diverter vnll be open to the storm drain
system and dosed through the use of sensors triggered upon pressure loss at the yard hydrant The AFFF diverter valve will
remain open to the sanitary sewer systems unless the fire suppression system is activated.
The sanitary lift station will include duplex 2 HP submersible pumps within a 5' diameter precast concrete wet well and valve
vault. The sanitary lift station is located in the western comer of the site with connection to the existing sanitary system via an
813 linear foot 4" force main to the existing manhole AS0053 located in front of the existing hangar. The pumps will be
operated by an automatic control system using operator to bypass the lift station should the pumps fail to operate. All alarms,
monitoring and recording of the pump operations shall be transmitted to a location manned 24 hours a day.
Environmental Permits
Permits from the State of North Carolina will be required for Stormwater Management, Erosion and Sedimentation Control,
Coastal Zone Management, 401 Water Quality Certification, Sanitary Sewer, and Water Supply. These permits will be
obtained through various divisions within North Carolina Department of Environment and Natural Resources ( NCDENR). The
401 Water Quality Certification will also required coordination with the US Army Corps of Engineers.
• 401 Water Quality Certification will be required for the apron extension portion of this project and will be coordinated
through NCDENR Department of Water Quality and the US Army Corps of Engineers.
• Stommvater Management and Erosion and Sedimentation Control Permitting and Coastal Zone Management permitting
for this project will coordinated through the NCDENR Regional Office in Wilmington, NC to secure the necessary land
disturbance and stormwater permits. To expedite the permitting process, the 'Express Review Process' will be pursued
to reduce schedule impacts.
• The sanitary pemtlt will be coordinated through the Division of Water Quality region office in Wilmington, North Carolina,
and will be pursued through the fast track permitting process.
• The water supply permit will be coordinated through the North Carolina Division of Water Resources, Public Supply
Section and will be pursued through standard permitting processes.

Low Impact Design (uD)
The proposed project is unable to meet EISA 2007 requirements for water quantity with the limiting factor being a seasonal
high water table four feet below grade, minimal open space within the site boundaries, and no open water allowed due to the
dose proximity to the flight line and the potential of attracting waterfowl and other birds. Water quality treatment methods
implemented include the use of sand fitters, vegetated swales, filtration basins, and filtration strips to achieve interception,
infiltration, storage and evapotranspiration to the "Maximum Extent Technically Feasible."
For the majority of the aircraft parking apron, stormwater run -off is captured in grate inlets and channeled to underground
concrete sand filters capable of storing and treating the 1.5 inches of rainfall in accordance to the North Carolina Department
of Environmental and Natural Resource (NCDENR) standards of practice. Six (includes future pavement expansion basin)
sand filter water quality structures are proposed on the order of 168 feet in length and 30 feet wide, capable of storing 12,000
to 18,000 cubic feet of water and reduce nutrient loading and sediment discharge to waters of the state. Design is consistent
with other systems found on base and meets NCDENR parameters. Discharge from the sandfitters is collected in an enclosed
system and outfalls to manmade canals on the north side and south side of the site. Although not meeting post development
storm water volumes, the sand filters and long vegetated canals facilitate in reducing water quantity via infiltration and
evaporation.
Other drainage sub - basins on the site include capture of all run-off from the hangar roof structure to a 100,000 gallon
rainwater harvesting system to be used for an aircraft wash rack. Additional information is included below in the
Rainwater Harvesting System Paragraph of the BOD.
The areas to the northwest and the north east of the site are generally follow existing drainage patterns. Existing site
conditions on the northwest side of the hanger include a 0.7 acre asphalt parking area, of which 0.2 acres are redeveloped to
a turf surface. Post development run -off decreases, but is captured in a shallow infittration basin on the northwest side of the
parking area. The drainage area to the northeast between the existing and proposed hangar generally includes sheet flow
from the adjacent site with a slight increase in impervious associated with the access drive. Post development treatment
generally includes capture in a shallow basin with channelization to a drop inlet to an enclosed system discharging to the
northwest drainage canal. Although there is an increase in post development flow specific to the area analyzed, the
contributing drainage basin has been reduced substantially. A majority of the sheet flow from the adjacent apron is now
captured and treated in the sand fitter system opposed to the previous routing through the 60' culvert. Other measures
include vegetated filter strips as a result of eliminating asphalt apron shoulders and incorporating turf, and capture of run -off
along the proposed sidewalk to the new the parking garage via a shallow vegetated Swale.

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Jacksonville, NC Wilmington, NC Site Location
May 2013
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Jacksonville, NC Wilmington, NC Generalized Soils Map
May 2013
03-13-002 /MCASNewRiverMaps.ctlr

Information provided by: Mapquest
MCAS - New River
P638/P687 Hanger & Apron Expa
Jacksonville, NC
03 -13 -002 /MCASNewRiverMapsxdr
Needham Environmental, Inc.
Environmental Consultants Figure 4
Wilmington, N.C. NWI Map with Quad Sheet
May 2013

Latitude - 34.7066 N
Longitude - 77.4522 W
Map Source: US Fish and Wildlife Service
IVICAS - New River
P638/P687 Hanger & Apron Expansi
Jacksonville, NC
03-13-002 /MCASNewRiverMaps.cdr
Needham Environmental, Inc.
Environmental Consultants
Wilmington, NC
May 2013
Figure 5
USGS Quad
Jacksonville South (NC)
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Map Source: US Fish and Wildlife Service
IVICAS - New River
P638/P687 Hanger & Apron Expansi
Jacksonville, NC
03-13-002 /MCASNewRiverMaps.cdr
Needham Environmental, Inc.
Environmental Consultants
Wilmington, NC
May 2013
Figure 5
USGS Quad
Jacksonville South (NC)

7
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meters 800

BACHELORS DELIGHT MITIGATION CREDIT REQUEST FORM
(July 2012)
Print this form, fill in requested information, sian and date and either
mail to: Bachelors Delight Mitigation Bank or emall to: cmneziosiAlmaroumnet
do Land Management Group, Inc.
3805 Wrightsville Avenue, Suite 15
Wilmington, NC 28403
AHarhmanta ara arrentnhla fw nlsdFi —*i— m-- fi--N— — -f .....:e.a ...�..:...e.......w..w�
CONTACT INFORMATION
APPLICANTS AGENT (optional)
APPLICANT
1. Business or Individual Name I
healsm f,JV- T%AAL T
VS MA&u,E Guns
2. Street Address or P O Box
-4.
, BOV ILO
1005 mutl►et, P-0,
3. City, State, Zip
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COMP LaJewv[^ ',
. Contact Person
OA,, GV Lc,r Y
Y Nuu tviw orttiea- Aft.
S. Telephone Number
r{IU-a5l ^11 c )-
w - 'isl -01113
6. Fax Number
q u - JS-v31 1
91
7. E-Mail Address (optional)
PROJECT INFORMATION
8. Project Name
Mcm - .,,, NVK 4 APGM yQ any ?XNA&WAP `63
9. Project Location (nearest town, city)
J4c
ATTACH
ATTACH MAP SHOWING IMPACT LOCATION„
kbm; lu V L(.E . PC
-
Lat-Long Coordinates (optional)
gt1.7066 N _ 4S Xw
11. Project County
0AISLOVa
12. River Basin
VV N It
13. Cataloging Unit (841git) (see Note 1)
030,1 f700 '
IMPACT INFORMATION
Total Impact (ac.) (e.g., 0.13)
Amount of Credits
Requested ac
14. Riparian Wetland
15. Non - Riparian Wetland
16. Coastal Marsh
17. Stream Impact: Warm only
ft) (e.g.1,234)
930 ltv --A2 FT
930 LZA rAa Fl-
18. Regulatory Agency Staff Contacts
Indicate last names 9 known
USACE: -(
O N Av1 Q
DWQ: — E k f&)A n r
19. Other Regulatory ID Information
e.. USACE Action ID if known
SAW —2oi o -U ( 1 40 0 T F?COTI iv
IMPORTANT
Chedc (J) below if this request is a :
Signature of Applicant or Agent:
revision to a current acceptance, or
J• I rvT}
re- submission of an expired acceptance
Date: S
Note 1: For help in detemdning the Cataloging UnIL go to EPA's'Surf Your Watershed' web page:
htto:tl drub.epa.aov/surfAowtermdex.dm
Note 2: Please contact Christian Pr"osi (LMG, Inc.) with quesbons at ( 910) 452.0001 or coreziosI911marouo.net
�yF
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i
ArOVER
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue Braxton C. Davis
Governor Director
July 3, 2012
John R. Townson
Director, Environmental Management
IFE/EMD/ECON /Attu: M. Korenek
Marine Corps Base
12 Post Lane
Camp Lejeune, NC 28547
Dee Freeman
Secretary
SUBJECT: CD12 -086 — Consistency Concurrence for the Proposed Construction of an Aircraft
Hanger and Related Airfield Improvements, MCAS New River, Onslow, County,
North Carolina (DCM#20120049)
Dear Mr. Townson:
We received your supplemental consistency submission on May 30, 2012 for the proposed
construction of an aircraft hanger and associated airfield improvements at the MCAS New River,
Onslow County North Carolina.
North Carolina's coastal zone management program consists of, but is not limited to, the Coastal
Area Management Act, the State's Dredge and Fill Law, Chapter 7 of Title 15A of North
Carolina's Administrative Code, and the land use plan of the County and/or local municipality in
which the proposed project is located. It is the objective of the Division of Coastal Management
(DCM) to manage the State's coastal resources to ensure that proposed Federal activities would
be compatible with safeguarding and perpetuating the biological, social, economic, and aesthetic
values of the State's coastal waters.
To solicit public comments, DCM circulated a description of the proposed project to State
agencies that would have a regulatory interest. No comments asserting that the proposed activity
would be inconsistent with the State's coastal management program were received. However,
the North Carolina Division of Land Resources identified the necessity that the proposed project
will require the approval of an erosion and sedimentation control plan.
400 Commerce Ave., Morehead City, NC 285573421
Phone, 252-808 -28081 FAX 252- 247 -M Intemer www.nccoastalmanaaementmet
M EWd oppo"ly %Mffnafte Acdon Emaoyer
Caro jp tt M .

DCM has reviewed the submitted information pursuant to the management objectives and
enforceable policies of Subchapters 7H and 7M of Chapter 7 in Title 15A of the North Carolina
Administrative Code and concurs, as conditioned below, that the proposed Federal activity by
the USMC (Applicant) is consistent, to the maximum extent practicable, with North Carolina's
certified coastal management program.
o The Applicant, prior to initiating any land disturbing activities, shall obtain the approval
of the NC Division of Land Resources of an erosion and sedimentation control plan. The
Applicant shall comply with the requirements of the approved erosion and sedimentation
control plan. A copy of the plan approval shall be forwarded to DCM.
This letter of concurrence is contingent on the Federal agency agreeing with the condition stated
above. In the event that the Federal agency does not agree with the condition of concurrence,
this letter effectively becomes a letter of State "Objection ". Should the Federal agency not agree
with the condition stated above, a letter of non - agreement should be sent to DCM. The
procedures of 15 CFR 930.43 would then need to be followed.
Should the proposed action be modified, a revised consistency determination could be necessary.
This might take the form of either a supplemental consistency determination pursuant to
15 CFR 930.46, or a new consistency determination pursuant to 15 CFR 930.36. Likewise, if
further project assessments reveal environmental effects not previously considered by the
proposed development, a supplemental consistency certification may be required. If you have
any questions, please contact Stephen Rynas at 252- 808 -2808 x209. Thank you for your
consideration of the North Carolina Coastal Management Program.
Sincerely,
Doug Huggett
Manager, Major Permits and Consistency Unit
Cc: Debbie Wilson, Division of Coastal Management
Martin Korenek, US Marine Corps
Page: 2

W6 AZIPA
North Carolina department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E. Dee Freernan
Governor Director Secretary
July 18, 2012
DWQ Project # 2012 0270
Onslow County
US Marine Corps, Camp Lejeune
Attn: Carl Baker, Deputy Public Works Officer
Public Works Division
1005 Michael Road
Camp Lejeune, NC 28547
Re: APPROVAL of 401 Water Quality Certification
Hanger P683/1687 and Airfield Roads, MCAS New River Air Station, Camp Lejeune
USACE Action ID. No. 2010 -01797
Dear Mr. Baker.:
Attached hereto is a copy of Certification No. 3934 issued to Mr. Carl Baker of the US Marine
Corps, Camp Lejeune, dated July 18, 2012. In addition, you should get any other federal, state
or local permits before you go ahead with your project including (but not limited toy Solid
Waste, Sediment and Erosion Control, Stormwater, Dam Safety, Non - discharge and Water
Supply Watershed regulations. Please pay careful attention to Conditions number 2, 4, 75 8,
and 9.
You can contest this Certification as provided in Articles 3 and 4 of G.S. 150B. To contest this
Certification, you must file a petition for an administrative hearing. You may obtain the petition
form from the Office of Administrative Hearings. You must file the petition with the Office of
Administrative Hearings within sixty (60) calendar days of receipt of this notice. A petition is
considered filed when it is received in the Office of Administrative Hearings during normal
office hours. The Office of Administrative Hearings accepts filings Monday through Priday
between the hours of 8:00am and 5:00pm, except for official state holidays. The original and
one (1) copy of the petition must be filed with the Office of Administrative Hearings.
The petition may be faxed- provided the original and one copy of the document is received by the
Office of Administrative Hearings within five (5) business days following the faxed
transmission. The mailing address for the Office of Administrative Hearings is:
1601 Mail Servire Center, Raleigh, Norih Carolina 27699.1601
i'hnn� 919 707 86001 intunrl mmi ncclenr gov
!ut Cyu,d Uppulumly 1 AI(a ndfue Anion Fmp'.gm - 50% RagcfM 110'., Pal Cc:num� P� per
Xwwall an thCarolina

US Marine Corps, Camp t.cjeunc
Alto: Carl Baker, Deputy Public fttks ofliccr
Public Works Division
DWQ Project a 2012 0270
July 18, 2012
Page 3 of 8
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
THIS CERTIFICATION is issued in conformity with the requirements of Section 401 Public Laws 92-
500 and 95 -217 of the United States and subject to the North Carolina Division of Water Quality (Division)
Regulations in 15 NCAC 02H .0500 to Mr. Carl Baker of the US Marine Corps, Camp Lejeune to
permanently impact 2.70 acres of wetlands (0.56 acres of these are isolated wetlands), temporarily impact
0.18 acres of wetlands and permanently impact 207 linear feet of stream in the White Oak River Basin,
associated with the expansion of the airfield and associated infrastructure on Camp Lejeune at the Marine
Corps Air Station New River (MCAS) in Onslow County, North Carolina, pursuant to an application filed
on the I I tit day of April of 2012 and additional correspondences received on April 26, 2012, April 30,
2012, May 17, 2012, June 5, 2012, June t 6, 2012 and June 17, 2012.
The application and supporting documentation provides adequate assurance that the proposed work will
not result in a violation of applicable Water Quality Standards and discharge guidelines. Therefore, the
State of North Carolina certifies that this activity will not violate the applicable portions of Sections 301,
302, 303, 306, 307 of PL 92 -500 and PL 95 -217 if conducted in accordance with the application, the
supporting documentation, and conditions hereinafter set forth.
This approval is for the purpose and design submitted in the application materials and as described in the
Public Notice. If the project is changed, prior to construction, a new application for a new Certification is
required. (If the property is sold, the new owner is responsible for complying with all conditions of this
Certification and thereby must be given a copy of the Certification and approval letter.) Any new owner
must notify the Division and request the Certification be issued in their name. Should wetland or stream
rill be requested in the future, additional compensatory mitigation may be required as described in 15A
NCAC 02H .0506 (h) (6) and (7). If any plan revisions from the approved site plan result in a change in
stream or wetland impact or an increase in impervious surfaces, the Division shall be notified in writing
and a new application for 401 Certification may be required. Compliance with the conditions listed
below is required.
Conditions of Certification:
I. Impacts Approved
The following impacts are hereby approved as longas all of the other specific and general conditions
of this Certification (or Isolated Wetland Permit) are met. No other impacts arc approved including
incidental impacts:
Amount Approved
Units
Plan Location or Reference
Stream Impacts
Impact #
Perm
Phase 1 Impacts
R12(I8)
207 If
Figure 4, CC -008 and
TOTAL
207 If
Cross sections at W3/W4
attaCilCl1
4041401 Wetlands
Impact #
Penn
Tomp
Phase I Impacts
W4
0.62ac
0.18ae
Figure 4, CG-008 And
Cross sections at W3/W4
(attached)
Plicne 11 Impacts
W7 -1
0.21 ac
isohifed
W9
0.56 crc
F! tyre 4 (411ached

US Marine Corps, Comp l.cjcunc
AM Carl Baker, Depuly Public Works Officer
Public Works Ihvision
DWQ Project 0 2012 0270
July Is, 2012
Page 4 ors
2. Any final construction plans for this protect must include or reference the application and
plans approved) by the Division under this authorization letter and cerlitlention It shall be
the responsibility of the permitee to review nil construction drawings with tine approved
permit drawings to determine that the drawings are consistent. If the drawings are not
consistent, the applicant is required to address the inconsistencies to make sure the construction
drawings match the permitted drawings or notify the agencies to discuss modifying the
per nit /drawings.
3. Sediment and Erosion Control:
Erosion and sediment control practices must be in fill compliance will, all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. 'rho erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of die Nortli Carolina
Sediment cod Etwsion Control Planning and Design Mannal,
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified) in the
most recent version of the NorN Carolina Serilntent and Erosion Control Marital. The
devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil)
projects, including contractor -owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Mrnnral.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
4. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in tine 404/401 Permit Application. All construction
activities, including the design, installation, operation, and maintenance orsediment and erosion
control Best Management Practices, shall be performed by Carl Baker, Deputy Public Works
Officer for US Marine Corps (USMC), Camp Lejellne and its authorized agents /contractors so
that no violations of state water quality standards, statutes, or roles occur.
Any violations of this condition Including turbidity and failed silt fences MUST be reported
to the Wilmington Regional Office immediately at 910.796.7215.
The Division suggests that the cou.;Iruelhill phuns contain nolcs requiring file Contractor to
side etlsl the mulerial from file lrenehing from the silt ferret. installation onto high ground or
onto the. permitted li-0011110 illipllel side to llvoid liddiliuual urglernnilled %n,etllul,d illip'n ls.
Figttre 4 (allached)
Phase III Impacts
6Y7 -2 0.24 ac.
Wi -1 0.74 ac.
Figure 4 (allached)
WI -2 0.22 uc
Figure 4 (anache(l
Figtn -e 4 (allacked)
Total A88 acres
Waters
N/A
Buffers
N/A
2. Any final construction plans for this protect must include or reference the application and
plans approved) by the Division under this authorization letter and cerlitlention It shall be
the responsibility of the permitee to review nil construction drawings with tine approved
permit drawings to determine that the drawings are consistent. If the drawings are not
consistent, the applicant is required to address the inconsistencies to make sure the construction
drawings match the permitted drawings or notify the agencies to discuss modifying the
per nit /drawings.
3. Sediment and Erosion Control:
Erosion and sediment control practices must be in fill compliance will, all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. 'rho erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of die Nortli Carolina
Sediment cod Etwsion Control Planning and Design Mannal,
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified) in the
most recent version of the NorN Carolina Serilntent and Erosion Control Marital. The
devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil)
projects, including contractor -owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Mrnnral.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
4. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in tine 404/401 Permit Application. All construction
activities, including the design, installation, operation, and maintenance orsediment and erosion
control Best Management Practices, shall be performed by Carl Baker, Deputy Public Works
Officer for US Marine Corps (USMC), Camp Lejellne and its authorized agents /contractors so
that no violations of state water quality standards, statutes, or roles occur.
Any violations of this condition Including turbidity and failed silt fences MUST be reported
to the Wilmington Regional Office immediately at 910.796.7215.
The Division suggests that the cou.;Iruelhill phuns contain nolcs requiring file Contractor to
side etlsl the mulerial from file lrenehing from the silt ferret. installation onto high ground or
onto the. permitted li-0011110 illipllel side to llvoid liddiliuual urglernnilled %n,etllul,d illip'n ls.

US marine Corps. Camp L*unc
Attn: Carl Baler, Deputy Public Worts Oniecr
Public Works Division
DWp Project N 2012 ono
July Ike, 2012
Paw: s orb
5. Sediment and erosion control measures shall not be placed in wetlands or waters to the ntaxinuun
extent practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within two months of the
date that the Division of Land Resources has released the project;
G. Construction Storunwater Pekynit NCG010000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land
Resources (DLR) or a DLR delegated local erosion and sedimentation control progkaln, an
NPDES General storntwater permit (NCG010000) administered by DWQ is automatically issued
to the project. This General Pennit allows stormwater to be discharged during land disturbing
construction activities as stipulated by conditions in the pernnit. If your project is covered by this
pennit [applicable to construction projects that disturb one (I) or more acres], full compliance
with perknit conditions including the sedimentation control plan, self-monitoring, record keeping
and reporting requirements are required. A copy of this permit and monitoring, report forms may
be found at &I
p.Ilh2o.etit-.state.tic.iislsler,ortits Doctynents hnn, Please contact this Office
prior to construction for an on -site meeting with a representative of the Division to explain
this general permit and the Division's expectations.
7. Pre - Construction Meeting
The permittee shall notq the Division in writing prior to the beginning of the work
authorized under this certification for Phase 1. A pre- construction meeting must be held
with (lie Division prior to the start of the project phases so that the contractors and /or
agents fully understand the conditions associated with this certification.
8. Continuing Compliance:
Carl Baker, Deputy Public Works Officer for US Marine Corps (USMC), Camp Lejeune and its
authorized agents/contractors shall conduct its activities in a manner consistent with State Water
quality standards (including any requirements resulting from compliance with section 303(d) of
the Clean Water Act) and any other appropriate requirements of State law and federal law. Carl
Baker, Deputy Public Works Officer for USMC, Camp Lejeune shall require Its contractors
(and /or agents) to comply with all of the terms of this Certification, and shall provide each
of its contractors (and/or agents) a copy of this Certification. A copy of this Certification
and associated permit drawings shall be included in the construction coutntct and available
on the job site at all times. If (lie Division determines that such standards or laws are not being
inet (including the failure to sustain a designated or achieved use) or that State or federal law is
being violated, or that ftirther conditions are necessary to assure compliance, the Division may
reevaluate and modify this certification to include conditions appropriate to assure compliance
with such standards and requirements in accordance with 1 SA NCAC 21-1.0507(d). Before
modifying the certification, the Division shall notify Carl Baker, Deputy Public Works Officer for
USMC, Camp Lejeune and the US Army Corps of Engineers, provide public notice in accordance
with 15A NCAC 21-1.0503 and provide opportunity for public hearing in accordance with I SA
NCAC 21-11.0504. Any new or revised conditions shall be provided to Carl Baker, Deputy Public
Works Officer for USMC, Camp Lejeune in writing, shall be provided to the United States Anny

Us-marinc Corps, Camp I.cjcunc
Alto: Carl Baker, Deputy Public Works Officer
Nrbhc Works Division
DWQ Projcct 0 2012 0270
July Is, 2012
llagc 6 ors
Corps of Engineers for reference in any permit issued pursuant to Section 404 of the Clean Water
Act, and shall also become conditions of the 404 Permit for the project.
9. Mitigation:
Compensatory Mitigation Using the Greater Sandy Run Area Mitigation Bank (GSRA), a Local
Approved Mitigation Bank and /or the Ecosystem Enhancement Program (EEP).
Mitigation must be provided for the proposed impacts as specified in the table below prior to
implementing the Phase of the construction. It is our understanding that you will be debiting
mitigation credits for non- riparian wetlands from GSRA for Phase 11 and 111. We also understand
that you have been accepted for approval by the Wetlands Restoration Fund administered by the
NC Ecosystem Enhancement Program (EEP) to meet a portion of this mitigation requirement
(Phase 1).
For the mitigation dealing with EEP, until the EEP receives and clears your check (made payable
to: DENR — Ecosystem Enhancement Program Office), no impacts specified in this Authorization
Certificate shall occur. The EEP should be contacted at (919) 733 -5205 if you have any
questions concerning payment into a restoration fund. It Is the understanding of the Division,
that the Bachelor's Delight Mitigation bank (n local bank) has been approved in Onslow
County. If you decide to change mitigation banks, please Include this office and the central
office of the Division oft your cortvspondence.
For accounting purposes, this Authorization Certificate authorizes payment into the Wetlands
Restoration Fund to meet the following compensatory mitigation requirement:
10. Wetland Boundary Identification
The wetland boundary mast be clearly identified on the remaining jurisdictional wetlands present
as depicted on the jurisdictional determination map signed by the US Army Corps of Engineers.
The wetland boundary identification (flagging, Fencing, etc.) must be maintained on the property
until the project phase is completed.
I I . Protective Fencing
The outside wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange warning fencing
(or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land disturbing activities.
Compensatory Mitigation Required'
River and Sub -basin
Number
Stream
207 linear feet in HUC Phase I
WOK 02/19-(11)
Wetlands
Riparian
0.62 acres within HUC (Phase 1)
WOK 02/19 -(t 1)
Nan - Riparian ( including
2.08 acres within HUC (Phase 11 & 111)
WOK 02/19 -(I 1)
the isolated wetland
Waters I
N/A acres
10. Wetland Boundary Identification
The wetland boundary mast be clearly identified on the remaining jurisdictional wetlands present
as depicted on the jurisdictional determination map signed by the US Army Corps of Engineers.
The wetland boundary identification (flagging, Fencing, etc.) must be maintained on the property
until the project phase is completed.
I I . Protective Fencing
The outside wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange warning fencing
(or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land disturbing activities.

US Marine Corps. Camp Lcjcunc
Atin: Carl Baker, Deputy Public Works Oaicer
Public Works DiVismn
DWQ NOW A 2012 0270
July 18, 2012
Page 7 orb
12. Temporary Filistimpacts
All temporary impacts to streams or wetlands within Phase I, must be installed with geotextile
underneath them, and removed in their entirety upon completion of that portion of the project that
the impact occurred. All temporary fill and culverts shall be removed and the impacted area
returned to the original grade, including each stream's original cross sectional dimensions,
planform pattern, and longitudinal bed and bed profile after construction is complete or within 2
months of the establishment of the crossing or the completion of the phase of the project the
impact occurred, whichever is.sooner, and the various sites shall be stabilized with natural woody
vegetation and restored to prevent erosion. If the temporary impacts/crossings are not completely
removed and'restored as described above within the specified time above, additional written
approval from this Office must be obtained to modify this condition.
This site will need to be monitored quarterly for at least two years with photo documentation and
any remediation that may be necessary. The monitoring may be extended tip to another 3 years,
if the restoration sites have not adequately recovered.
13. Diffuse Flow
All constructed stormwater conveyance outlets shall be designed and maintained as diffuse flow
at non- erosive velocities if they are directed through the wetlands such that it will not re-
concentrate before discharging. If this is not possible, it may be necessary to revise the
stormwater plan to prevent this from occurring. This may require additional approval from this
Office for wetlands and stormwater revisions.
14. Sewer Systems
The project shall comply with 15A NCAC 2H .0219(i)(2)(G) and all other State, Federal and
local sower system regulations.
15. NC DOT Sensitive Watershed Erosion and Sediment Control Practices
Sediment and erosion control measures shall adhere to the design standards for sensitive
watersheds [ 15A NCAC 4B .0124] throughout the life of this project. See NCDOT publication,
Best Management Practices for the Protection of Surface Waters (March 1997).
16. Project Compliance
At the completion of the project, the DWQ will require a determination of the area impacted (as-
built) which is to encompass the location and acreage of the impact (it can be shown on an aerial
or done as a survey). This is to be included with the Certification of Completion and sent to the
Wilmington Regional Office and to Raleigh.
17. Turbidity Standard
The turbidity standard of 25 NTUs (Nephelometric Turbidity Units) shall not be exceeded as
described in 15 A NCAC 2B..0200. Appropriate sediment and erosion control practices, Hurst be

US' Marinc Corps, Comp Lcjcunc
Alin: Carl Baker, Deputy Public WorksOmeer
Public Works Division
DWQ Project k 2012 0270
July 18. 2012
pose 8 of 8
used to meet this standard. Any violations to the turbidity standard need to be reported to the
Wilmington Regional Office at 910.796.7215.
18. This Certification does not relieve the applicant of the reslxmsibility to obtain all other required
Federal, State, or Local approvals.
19. This certification grants permission to the director, an authorized representative of the Director,
or DENR staff, upon the presentation of proper credentials, to enter the property during normal
business hours.
20. Certificate of Completion
Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate
of Completion" form to notify NCDWQ when all work included in the §401 Certification has
been completed. The responsible party shall complete the attached form and return it to the
401 /Wetlands Unit of the NC Division of Water Quality 1650 Mail Service Center, Raleigh, NC,
27699 -1650 upon completion of the project.
This Certification shall expire on the same day as the expiration (late of the corresponding 404
Permit. The conditions in effect on the (late of issuance of Certification for a specific project shall
remain In effect for the life of the project, regardless of the expiration date of this Certification.
Non - compliance with or violation of the conditions herein set forth by a specific project may result in
revocation of this Certification for the project and may result in criminal and/or civil penalties.
This the 18th day of July 2012
DIVISION OF WATER QUALITY
tarles Wakild, P.E.
CW /kah jhv
3934

."11 Z,
b-o%
l!
Ephemeral Chih
Parallel Taxiway
Nron
New Road
Hanger
Access
%%4
Road Modifcation FR oad Modilication :1 Hanger
t Access
Roads
Parking
11( SSSp
Facilty
k'
Access
Legend
-- Surface Water Course Centerline
Wetland Area
Proposed Features
PHASE ID
PHASE I
PHASE 11
PHASE III
Epherlwal Dkh
EptO al D tO
67, --.— . -
S. Hanger
Access
FuluraPiGpmad
Scivad(on Warehouse
Itratlonl3min
Ilk i Road hiodi9cation
Parallel Taxiway Extension
NAwPerirneler Road
Runway Extension
760 La00 z,zw 3.000
FeGI

`— aoawuer mo v. a•
wester —i � woyaaYO °UC ante
Cross - Section A
Cross-Section Positions in Planview
CROSS - SECTIONS AT W3M04. HANGARS P683(P887 & ROADS
USACE SAW- 2010-017w: NCDWO PROJECT 002012 0270
MCA$ NEW RIVER. CAMP LEJEUNE. NORTH CAROLINA
Not To Seale
I Drawn 13Y' . HaSW Inc
Date: April 2012
1 ApprOved By. JE
J12 -1210
i
wssauT vw�mrr �s rasa
Woo= a"
tw
°1O®t Wetland 4
rev voarnu
Cross- Section 6 ,M,„, WE
West Et W-'
q Wetland 3
CA$ �
ww C..A,tR
°t II'm a soma tmltomm

4C%Dl
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
DWQ Project No.:
Applicant: _
County:
Project Name:
Date of Issuance of 401 Water Quality Certification:
Certificate orCompletion
Dee Freeman
Secretary
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules,-and any
subsequent modifications, the applicant is required to return this certificate to the 401 /Wetlands Unit, North Carolina Division
of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699 -1650. This form may be returned to DWQ by the applicant,
the applicant's authorized agent, or the project engineer. It is not necessary to send cerlificates from all of these.
Applicant's Cerlyleallon
1, , hereby state that, to the best of my abilities, due care and diligence was used
in the observation of the construction such that the construction was observed to be built within substantial compliance and
intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting
materials.
Signature: Date:
Agent's Cerl;f/icallon
1, hereby state that, to the best of my abilities, due care and diligence was used
in the observation of the construction such that the construction was observed to be built within substantial compliance and
intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting
materials.
Signature:
Date:
If fills proJecl'Pas designed by a Cerll/lerl Professlortal
', _, as a duly registered Professional (i.e., Engineer, Landscape
Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to observe (periodically, weekly, full time)
the construction of the project, for the Permitee hereby stale that, to the best of my abilities, due care and diligence was used
in the observation of the construction such that the construction was observed to be built within substantial compliance and
intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting
materials.
Signature: Registration No.
Date
1650 Mall Service Cenler, Rater h, Will Carolina 21699.1650
Lowlion: 512 N Salisbury St Floor 9 Raleigh North Carulina 27603
Phone [phone]'1011 FAX NO 901.6494 olle
Inlonlel. Wancvralulualill all I�Q tf1Car0 1111
In Eg11J Oppw1um11 1 nlrr.nai.va A6,,n Frrp'oler Aa J /N/ ll

0
O
f J)
NC DWQ Stream Identification Form Version 4.11
Date: 6 a
ProjectlSite:
Latitude: 2 ®�
Evaluator.
County: ©�s
Longitude:
Total Points:
Stream Det Ination (circle one)
Other �1G ' %le
t'/ e
Stream is at least intermittent
!f z 19 or perennial if a 30' A(v
Ephemeral Intermltten erennial
e.g. Quad Name:
A. Geomorphology Subtotal =__Uri
Absent
Weak
Moderate
stmog
18- Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In- channel structure: ex. riffle -pool, step -pool,
ripple-pool sequence
0
1
2
3
4. Partide size of stream substrate
0
1
2
3
5. Activelrelict floodplain
No = 0
1
2
3
6. Depositional bars or benches
0.5
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
45
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No 0
Yes = 3
"artificial ditches are not rated; see discussions in manual v
B. Hydrology Subtotal = O
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
1
1
1.5
16. Organic debris lines or piles
0
0
1
1.5
17. Soil -based evidence of high water table?
No = 0
es = 3
C. Biology (Subtotal= __EL. 5 )
18. Fibrous roots in streambed
3
1
0
19. Rooted upland plants in streambed
3
M
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1.5
25. Algae
0
Qb-§-3
1.5
26. Wetland plants in streambed
FACW = 0.75 BL =
Other = 0
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch: /FQ�AS �e9/'� 90 ✓x
`C�%i ,5hN(f
Go ND�i>��`e �✓S It

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INIX
SURVEY NOTES~
1. TOPOGRAPHIC SURVEY PREPARED BY C. ALLAN BA#FORTH, JR., ENGINEER-
SURVEYOR LTD.' DATED FEBRU�RY 2011. AS PART OF THE P705 AIRCRAFT
MAINTENANCE HANGER AND APRON PROJECT N40085-12-C-7722, THAT |3
CURRENTLY UNDER CONSTRUCTION.
2. THE EXISTENCE, SIZE AND/OR bUCATION OF UTILITIES ARE NOT GUARANTEED BY
THIS SURVEY. UTILITIES SHOWN 4RE BASED ON ABOVE GROUND STRUCTURES AND
AVAILABLE UTILITY PLANS. THE �'ONTRACTOR SHALL FIELD VERIFY THE LOCATION OF
ALL UTILITIES PRIOR TO C0N3TR000ON.
J. ELEVATIONS ARE IN FEET AND REFER T0 NORTH AMERICAN VERTICAL DATUM (NAVD)
1988 AND ARE BASED ON NGS CONTROL STATION N 37.
4. WETLANDS AND STREAM |NF0RW4TION TAKEN FROM USAGE ACTION |D.
3AW-2010-00790' DATED OCTOBER 28. 2010,
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