SW8090925_HISTORICAL FILE_20131126

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 09 0? 2-5
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
�- HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Z o 13 1 ? Z�
YYYYM M D D

A[VA
NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Tracy E. Davis, PE, GPM
Director
November 26, 2013
Mr. Thomas Tether, Senior Vice President
EVP Lend Lease (US) PPP, Inc, Member
Atlantic Marine Corps Communities, LLC
5401 Maryland Avenue
Camp Lejeune, NC 28547
AND
Pat McCrory, Governor
John E. Skvarla, III, Secretary
Commanding Officer
MCB Camp Lejeune
c/o Neal Paul, Deputy Public Works Officer
Building 1005 Michael Road
Camp Lejeune, NC 28547
Subject: State Stormwater Management Permit No. SW8 090925
Knox Landing
High Density Commercial Wet Detention Pond Project
Onslow County
Dear Mr. Tether and Mr. Paul:
On August 5, 2009, the Governor signed Session Law 2009-406. This law impacts any
development approval issued by the Division of Water Quality under Article 21 of Chapter 143 of
the General Statutes, which is current and valid at any point between January 1, 2008, and
December 31, 2010. The law extends the effective period of any stormwater permit that is set to
expire during this time frame to three (3) years from its current expiration date. On August 2,
2010, the Governor signed Session Law 2010-177, which grants an extra year for a total of four
(4) years extension.
The Wilmington Regional Office received a complete, modified Stormwater Management Permit
Application for Knox Landing on November 25, 2013. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H.1000 and Session Law 2008-211. We are
forwarding Permit No. SW8 090925 dated November 26, 2013, for the construction, operation
and maintenance of the BMP's and built -upon areas associated with the subject project.
Accordingly, this permit, which was set to expire on February 1, 2021, shall now be effective
from the date of issuance until December 31, 2021, which includes all available extensions.
This permit shall be subject to the conditions and limitations as specified therein. The
designated permit holder, Atlantic Marine Corps Communities, LLC, shall be responsible for
meeting the conditions and limitations specified therein. As required for compliance, a copy of
the lease agreement that outlines the responsibilities of Atlantic Marine Corps Communities,
LLC for this stormwater system, must be kept with the permit and maintenance activity records.
Please pay special attention to the conditions listed in this permit regarding the Operation and
Maintenance of the BMP(s), procedures for changes of ownership, transferring the permit, and
renewing the permit. Failure to establish an adequate system for operation and maintenance of
the stormwater management system, to transfer the permit, or to renew the permit, will result in
future compliance problems.
Wilmington Regional Offloe
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 Phone: [phone] Fax: [phone]

State Stormwater Management Systems
Permit No. SW8 090925
Please be aware that it is the responsibility of the permit holder, Atlantic Marine Corps Communities,
LLC, to notify DWQ of any changes in ownership and request an ownership/name change for the
stormwater permit. However, please be reminded that if the lease agreement or contract between
Atlantic Marine Corps Communities, LLC and the Department of the Navy is dissolved, cancelled or
defaults, and DWQ is not notified by Atlantic Marine Corps Communities, LLC to transfer the permit,
then the responsibility for permit compliance reverts back to the property owner. As the property
owner, the Department of the Navy and MCB Camp Lejeune must notify DWQ immediately of the
permit ownership change and submit a completed Name/Ownership form to DWQ within 30 days.
Otherwise the Department of the Navy and MCB Camp Lejeune will be operating a stormwater
treatment facility without a valid permit. This 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, being taken against the property owner, MCB Camp Lejeune.
The following modifications are included and covered by this permit:
• The design of the second phase of this development.
• The drainage area for Pond 1 (DA 1) has been adjusted but maintains the same drainage
area and impervious area as before.
• Two additional ponds (DA 2 and DA 3) are proposed to treat the second phase of this
development.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings
(OAH). The written petition must conform to Chapter 150B of the North Carolina General Statutes,
and must be filed with the OAH within thirty (30) days of receipt of this permit. You should contact the
OAH with all questions regarding the filing fee (if a filing fee is required) and/or the details of the filing
process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or
visit their website at www.NCOAH.com. Unless such demands are made this permit shall be final and
binding.
If you have any questions, or need additional information concerning this matter, please contact
Christine Nelson in the Wilmington Regional Office, at [phone].
WSincery,
s
Tracy Davis, P.E., Director
Division of Energy, Mineral and Land Resources
GDS/ can: 111Stormwater\Permits & Projects120091090925 HD12013 11 permit 090925
cc: Thomas Davis, Littlejohn Engineering Associates
Wilmington Regional Office Stormwater File
Page 2 of 9

State Stormwater Management Systems
Permit No. SW8 090925
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
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
Atlantic Marine Corps Communities, LLC
Knox Landing
Camp Knox Road and Boston Road, Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of three (3) wet detention pond(s) in compliance
with the provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter collectively
referred to as the "stormwater rules') the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by the
Division and considered a part of this permit.
This permit shall be effective from the date of issuance until December 31, 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 1.8 of this permit. The stormwater controls labeled DA 1
(Existing Pond), DA 2 (North Pond), and DA 3 (South Pond) have been designed to
handle the runoff from 609,796, 173,191, and 243,284 square feet of built -upon area,
respectively.
3. A 50' wide vegetative buffer must be provided and maintained adjacent surface
waters, measured horizontally from and perpendicular to the normal pool of
impounded structures, the top of bank of both sides of streams and rivers and the
mean high water line of tidal waters.
4. A vegetated filter strip is not required for these ponds as they have been designed for
a 90 /o total suspended solids removal efficiency. However, the wet detention ponds
associated with DA 2 (North Pond) and DA 3 (South Pond) provide level spreaders to
diffuse the flow into and through the 50' vegetated buffer.
5. The tract will be limited to the amount of built -upon area indicated in this permit, and
per approved plans. The built -upon area for the future development with DA 1
(Existing Pond), DA 2 (North Pond), and DA 3 (South Pond) is limited to 65,729,
20,000, and 10,000 square feet, respectively.
6. 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.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 090925
7. The runoff from all built -upon area within the permitted drainage area(s) of this project
must be directed into the permitted stormwater control system.
8. The following design criteria have been provided in the wet detention pond and must
be maintained at design condition:
DA Number
1
Existing
Pond
2
North
Pond
3
South
Pond
a.
Drainage Area, acres:
35.58
11.72
14.92
Onsite, ftZ:
1,549,865
494,806
650,127
Offsite, ftZ:
0
15,588
0
b.
Total Impervious Surfaces, ftZ:
609,796
173,191
243,284
Onsite, ft2:
544,067
151,391
233,284
Future Onsite, W:
65,729
20,000
10,000
Offsite, ftZ:
0
1,800
0
C.
Design Storm:
1.5
1.5
1.5
d.
Average Pond Design Depth, ft:
5.00
4.00
4.50
e.
TSS Removal Efficiency:
90%
90%
90%
f.
Permanent Pool Elevation, fmsl:
8.20
7.50
2.50
g.
Permanent Pool Surface Area, ftZ:
45,902
21,111
23,098
h.
Temporary Storage Elevation, fmsl:
9.70
8.75
3.80
i.
Controlling Orifice 0 Pipe, in:
4.0
2.5
3.0
j.
Fountain Horsepower, hp:
%
1/4
1/3
k.
Permitted Forebay Volume, ft3:
38,016
14,090
14,092
I.
Permitted Storage Volume, ft3:
80,912
30,493
34,696
m.
Pre -development 1 yr 24 hr peak
flow, cfs:
2.13
0.70
0.90
n.
Orifice Flowrate, cfs:
0.28
0.11
0.16
o.
Receiving Stream/River Basin:
Northeast Creek
p.
Stream Index Number:
19-16-(3.5)
q.
Classification of Water Body:
Sc, HQW, NSW
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety, vegetated
and operational for its intended use prior to the construction of any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
3. The permittee shall, at all times, provide the operation and maintenance necessary to
assure the permitted stormwater system functions at optimum efficiency. The signed
and approved Operation and Maintenance Agreement must be followed in its entirety
and maintenance must occur at the scheduled intervals.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DENR. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
5. A copy of the lease agreement that outlines Atlantic Marine Corps Communities, LLC
operation and maintenance responsibilities for this stormwater system must be kept
with the permit and maintenance activities records.
Pacte 4 of 9

State Stormwater Management Systems
Permit No. SW8 090925
6. Decorative spray fountains will be allowed in the stormwater treatment system, subject
to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent pool
surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing,
may be used only if they draw water from the surface in the deepest part of the
pond.
c. The falling water from the fountain must be centered in the pond, away from the
shoreline.
d. The maximum horsepower for a fountain in the ponds associated with DA 1, DA
2, and DA3 is 3/4, 114, and 113 horsepower, respectively.
7. The facilities shall be constructed in accordance with the conditions of this permit, the
approved plans and specifications, and other supporting data.
8. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the system installed 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.
9. 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.
10. Access to the stormwater facilities for inspection and maintenance shall be maintained
via appropriate recorded easements at all times.
11. 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 any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, 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.
e. The construction of any future BUA listed on the application.
12. 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.
Paqe 5 of 9

State Stormwater Management Systems
Permit No. SW8 090925
13. It is the responsibility of the permit holder, Atlantic Marine Corps Communities, LLC, to
notify DWQ of any changes in ownership and request an ownership/name change for
the stormwater permit. However, please be reminded that if the lease agreement or
contract between Atlantic Marine Corps Communities, LLC and the Department of the
Navy is dissolved, cancelled or defaults, and DWQ is not notified by Atlantic Marine
Corps Communities, LLC to transfer the permit, then the responsibility for permit
compliance reverts back to the property owner. As the property owner, the
Department of the Navy and MCB Camp Lejeune must notify DWQ immediately of the
permit ownership change and submit a completed Name/Ownership form to DWQ
within 30 days. Otherwise the Department of the Navy and MCB Camp Lejeune will
be operating a stormwater treatment facility without a valid permit. This 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, being taken
against the property owner, MCB Camp Lejeune.
14. Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit. A copy of the approved plans and specifications
shall be maintained on file by the Permittee at all times.
15. Built upon 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
Any individual or entity found to be in noncompliance with the provisions of this
storrmwater management permit or the requirements of the Stormwater rules is
subject to enforcement procedures as set forth in G.S. 143 Article 21.
2. 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) having jurisdiction.
3. In the event that the facilities fail to perform satisfactorily, 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.
4. This permit is not transferable to any person or entity except after notice to and
approval by the Director. The permittee shall submit a completed and signed
Name/Ownership Change Form, accompanied by the supporting documentation as
listed on the form, to the Division at least 60 days prior to any one or more of the
following events:
a. An ownership change including the sale or conveyance of the project area in
whole or in part;
b. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of Session Law 2011-256;
c. Bankruptcy;
d. Foreclosure;
e. Dissolution of the partnership or corporate entity;
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
5. The permittee is responsible for compliance with all permit conditions until such time
as the Division approves the transfer request.
Paqe 6 of 9

State Stormwater Management Systems
Permit No. SW8 090925
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit remains in force and effect until modified, revoked, terminated or renewed.
The permit may be modified, revoked and reissued or terminated for cause. The filing
of a request for a permit modification, revocation and re -issuance or termination does
not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. The permittee shall submit a permit renewal request at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate
documentation and the processing fee.
Permit modified and reissued this the 26th day of November 2013.
NO TH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Tracy Dav , P.E., Director
ivision of nergy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Paqe 7 of 9

State Stormwater Management Systems
Permit No. SW8 090925
Knox Landing
Stormwater Permit No. SW8 090925
Onslow County
Designer's Certification
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 is included in the Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Paqe 8 of 9

State Stormwater Management Systems
Permit No. SW8 090925
Certification Requirements:
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 built -upon area.
3. All the built -upon 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. The outlet structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet structure.
$. All slopes are grassed with permanent vegetation.
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, and a
forebay.
15. The required system dimensions are provided per the approved plans.
16. All components of the stormwater BMP are located in either recorded common
areas, or recorded easements.
cc: NCDENR-DEMLR Wilmington Regional Office
Pacte 9 of 9

MEMORY TRANSMISSION REPORT
FILE NO.
DATE
TO
DOCUMENT PAGES
START TIME
END TIME
PAGES SENT
STATUS
716
11.26 15:02
919104512927
10
11.26 15:03
11.26 15:06
10
OK
TIME
FAX NO.1
NAME
-SUCCESSFUL TX NOTICE "
11-26-2013 15:06
Strata u! PYw-th Cwrollna
".Vw meant of• hnvirnnmant onr't lYotural Raan.. ra•e�w
Wilmington Rcglanfal t?fliee
l-o! Mr.Crory. C.ovarnnr N'A.X C:UVlCR 1SH H:iCT Juiin W.sar w.rro YTIr. Coernrvey
G
Dnt�= 4/��G � covar):
Co. � Q `�TElJ ir/ � �ifl: � Pl,nnc_ (21,5�]726-733Sz
127 c—din.1 0,iVO ax,..wn�tan, Wllavlr� n, NI_ J.A4n5 - (91 rl) 74F-7213 - An IEq—1 C'1 n—u.KY AMrra. etlw ^—L— P-mpl"Y—

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Pat McCrory, Governor FAX COVER SHEET John ESA-varla III, Secretary
Date: �� -'a r/'-5 f No. Pages (excl. cover):
/'/ �—AG zx7 �� f v�,/� vvd/�- rom: Jo Casmer
//��
Co: , f�IV G E.7E !� �C� Phone: [phone]
Fax: r % `� � Fax: [phone]
Re: �� � n el—:5�
127 Cardinal Drive Extension, Wilmington, NC 28405 • [phone] • An Equal Opportunity Affirmative Action Employer

MEMORY TRANSMISSION REPORT
FILE NO,
715
DATE
11.26 15:01
TO
:n 919102196309
DOCUMENT PAGES
10
START TIME
11.26 15:01
END TIME
11.26 15:03
PAGES SENT
10
STATUS
OK
TIME :11-26-2013 15:03
FAX N0.1
NAME
`SUCCESSFUL TX NOTICE —
State vl North Curojima
]?apartment aT Jr—%s nmant aad P4mdurni Me nurcoa
' Wilmington ita¢lon ell 4trica
pr.r Mc[.1- y, C7nvern nr RTAiC COV3LR BYIEE7' JNhn g s'lkvarlrt X�. �ec••ntnry
dat• cr rs /7� r- � -�- � �"'
127 Cardinal �A— 19—salon, - (41oj "6-7215 - An ""al t)ppo�—lty At•llrmativa Aa l— Bn.Frloyer

R
ti
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Pat McCrory, Governor FAX COVER SHEET John E Skvarla 111, Secretary
Date: �/� No. Pages (excl. cover):
To: ?%10��5 �� �✓ From: 3o Casmer
Co: C 4 712 • Phone: [phone]
Fax: ��a �� �—� D Fax: [phone]
Re:
127 Cardinal Drive Extension, Wilmington, NC 28405 • [phone] • An Equal Opportunity Affirmative Action Employer

Permit Number SW8090925
Central Files: APS` SWP_
11/26/13
Permit Tracking Slip
Program Category
Status Project Type
State SW
Active Major modification
Permit Type
Version Permit Classification
State Stormwater
1.20 Individual
Primary Reviewer
Permit Contact Affiliation
christine. nelson
Coastal SW Rule
Coastal Stormwater - 2008
Permitted Flow
Facility
Facility Name
Major/Minor Region
Knox Landing
Minor Wilmington
Location Address
County
Int Of Camp Knox Rd And Boston Rd
Onslow
Camp Lejeune NC 28542
Facility Contact Affiliation
Owner
Owner Name
Atlantic Marine Corps Communities LLC
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Thomas Tether
1801west End Ave Ste 1200
Nashville TN
37203
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
10/16/09 10/28/13 11 /26/13 11 /26/13 12/31 /13
Regulated Activities Requested/Received Events _
State Stormwater - HD - Detention Pond Additional information requested 11/06/13
Additional information received 11/13/13
Additional information requested 11/18/13
Additional information received 11/25/13
Outfall NULL
Waterbody Name
Stream Index Number Current Class
Subbasin

Atlantic COMMUNITIES
Marine Corps A Lend Lease Community
CONSENT OF MANAGER OF
ATLANTIC MARINE CORPS COMMUNITIES LLC
Pursuant to The Delaware Limited Liability Company Act, the undersigned, being
the Managing Member of Atlantic Marine Corps Communities LLC ("the Company"), does
hereby adopt, confirm and consent to the resolutions set forth below:
WHEREAS, the Company wishes to obtain certain permits from the North Carolina
Department of Environment and Natural Resources ("NCDENR") in order to perform
certain work related to storm water and erosion control on the Company's projects; and
WHEREAS, the Company wishes to appoint Kathleen Murney, Phillip Carpenter, and
Bruce Anderson as its authorized agents to execute the required application for the
NCDENR permit and any other related documents or notices.
NOW THEREFORE BE IT:
RESOLVED, that on behalf of the Company, Kathleen Murney, Regional Project Director,
5401 Maryland Avenue, Camp Lejeune, NC, 28547, [phone] and Jeff Williams,
Senior Development Manager, and Mike Sims, Development Manager, located at 5401
Maryland Ave, Camp Lejeune, NC, 28547, [phone], are authorized and empowered
to execute NCDENR permit applications and any and all documents and notices to be
executed and delivered by the Company under or in connection with the NCDENR, NCDENR
permits, or NCDENR permit applications;
RESOLVED FURTHER; that the persons authorized herein to execute documents on
behalf of the Company are authorized and empowered to execute NCDENR permit
applications and any and all other related documents and notices on behalf of the
Company; and
RESOLVED FURTHER; that any and all actions heretofore taken by Kathleen Murney
or any officer of the Company in order to carry into effect the purposes of the foregoing
resolutions are hereby approved, ratified and confirmed.
*REMAINDER OF PAGE INTENTIONALLY LEFT BLANK*
DECEIVE
" NOV 14 2013
6Y:

AtiantIC COMMUNITIES
Marine Carps A Lend Lease Community
IN WITNESS WHEREOF, the undersigned Manager has executed this consent, to be effective
as of August 28, 2013.
By: AMCC Managing Member LLC
By: Lend Lease (US) Public Partnerships Holdings LLC, its sole member
By: Lend Lease (US) PPP Inc., its sole manager
Thomas E. Tether,
Vice -President and Secretary
200 Park Ave., 91n Floor, New York, NY 10166
212-592-6840
STATE OF NEW YORK
COUNTY OF NEW YORK
Personally appeared before me, Thomas E. Tether, with whom l am personally
acquainted (or proved to me on the basis of satisfactory evidence), and who
acknowledged upon oath that such person executed the within instrument for the
purposes therein contained, and who further acknowledged that such person is the
Vice -President and Secretary of Lend Lease Americas Inc., the within named
Corporation, and is authorized by the maker or by its constituent, the constituent being
authorized by the maker, to execute this instrument on behalf of the maker.
tness, qj,y'h3 nd, at office, this L_,day of November, 2013.
"Nt)try Public ,
Printed Name: •r
L. MILLIE NUMME
!VOTARY PUBLIC -STATE OF NEW YORK
No.OINU608Obd8
Qualified In Westchester County
Certificate Filed in New York County
My gemrnliilerr Implrel leptembaf 13,Rol d
NOV 14 2013
Ei Y:_

i�
Nelson, Christine
From: Derek Baalbergen [[e-mail]]
Sent: Thursday, November 07, 2013 9A8 AM
To: Nelson, Christine
Cc: Berlin, Greg (Greg. Berlin@lend lease. corn); Russell, Janet
Subject: RE: help clarify the corporations?
Christine,
Yes - The signature portion of the Consent of Manager form is being corrected to as shown below.
By: AMCC Managing Member LLC
By: Lend Lease (US) Public Partnerships Holdings LLC, its sole member
By: Lend Lease (US) PPP Inc., its sole manager
(signature of Thomas E. Tether)
Thus I believe that the Applicant's Certification should be — "Kathleen Murney for Thomas E. Tether, EVP and Secretary
Lend Lease (US) PPP, Inc."
Hopefully that will clarify the organization structure.
Let me know if you have any questions or require any additional information.
Thanks for your help.
Regards,
Derek Baalbergen, P.E.
LITTLEJOHN ENGINEERING ASSOCIATES
Nashville I Chattanooga I Decatur I Huntsville I Knoxville I Orlando I Phoenix I Tri-Cities
1935 21 st Ave. South
Nashville, Tennessee 37212
P:615-385-4144 D:615-324-3946 F:615-385-4020
dbaalbergenQeainc,com
www.leainc.com
Find us on Facebook
From: Nelson, Christine[mailto:[e-mail]]
Sent: Thursday, November 07, 2013 8:24 AM
To: Derek Baalbergen
Cc: Berlin, Greg (Greg. Berlin@ lendlease.com); Russell, Janet
Subject: RE: help clarify the corporations?
Will the revised Consent of Manager tell me what the correct corporation names are?

Email correspondence to and from this address is subject to the North Carolina Public Records Low
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Derek Baalbergen[mailto:dbaalbergen(&Ieainc.com]
Sent: Wednesday, November 06, 2013 1:44 PM
To: Nelson, Christine
Cc: Berlin, Greg (Greg.Berlin(&Iendlease.com); Russell, Janet
Subject: RE: help clarify the corporations?
Christine,
Greg is currently driving right now and he requested that I send you an email following our telephone conversation
regarding your offer to strike out the incorrect corporation name and write in the correct name (in the applicant's
certification sections).
So by the'power vested in me by Greg Berlin's authorization, please strike out and write in the correct corporation names
as needed.
Greg is also having the Consent of Manager form revised and will forward that to you as soon as he receives it
Please let me know if you have any questions or require any additional information.
Thank you,
Derek Baalbergen, P.E.
LITTLEJOHN ENGINEERING ASSOCIATES
Nashville I Chattanooga I Decatur I Huntsville I Knoxville I Orlando I Phoenix I Tri-Cities
1935 21 st Ave. South
Nashville, Tennessee 37212
P:615-385-4144 D:615-324-3946 F:615-385-4020
dbaalbergenRleainc.com
www.leainc.com
Find us on Facebook
From: Nelson, Christine [mailto:[e-mail]]
Sent: Friday, November 01, 2013 11:46 AM
To: Berlin, Greg; Derek Baalbergen
Cc: thomas.bradshaw()usmc.mil; Russell, Janet
Subject: help clarify the corporations?
am working on the plan revision to Hospital Point and was about to write up the approval letter when I noticed some
subtle changes in the corporations names listed in the Consent of Manager of Atlantic Marine Corps Communities, LLC
submitted on October 29, 2013. 1 started to follow the corporations responsible for Atlantic Marine Corps Communities,
LLC through the NC Secretary of State Corporation's database. In doing so, I noticed that the organizations listed in the
latest version of the consent appear to include previous legal corporation names or corporation names that do not quite
match what is listed with the NC Secretary of State. The organizational chain listed in the Consent provided on October
29, 2013 is:
Lend Lease Americas, Inc, Member
Lend Lease Holdings, LLC, Member
AMCC Managing Member, LLC, Member
Atlantic Marine Corps Communities, LLC

From the NC Secretary of Sate corporation database, it looks like the chain should be the following:
Lend Lease (US) PPP, Inc (previously Lend Lease Americas, Inc.), Member
Lend Lease (US) Public Partnerships Holdings, LLC (previously Actus Lend Lease Holdings, LLC), Member
AMCC Managing Member, LLC, Member
Atlantic Marine Corps Communities, LLC
Can you confirm the organizational structure? DENR only requires the permittee, Atlantic Marine Corps Communities,
LLC, to be registered with North Carolina. If the organizations listed in the letter provided on October 29, 2013 are
registered in another state please provide documentation demonstrating that as well as their connection to the other
LLCs and corporations.
Thanks,
Christine
** Please note the new direct phone number **
Christine Nelson
Environmental Engineer
State Stormwater Program
NC Division of Energy, Mineral and Land Resources
127 Cardinal Drive Ext., Wilmington, NC 28405
Direct: 910-796-7345 / Main: 910-796-7215 / Fax: [phone]
Emoil correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.

LITTLEJOHN ENGINEERING ASSOCIATES
November 22, 2013
Ms. Christine Nelson
North Carolina Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Storm Water Project No. SW8 090925 (EXPRESS)
Knox Landing
Onslow County
Camp Lejeune, NC
LEA Project No. 20130302
Dear Ms. Nelson:
This letter is in response to your Request for Additional Information, dated November 18, 2013, for the
referenced project at Camp Lejeune. Enclosed are two sets of the revised drawings and additional calculations and
reports that address your comments. We have only included only the sheets that have changed as part of this
submittal. These revised documents address your referenced comments as follows:
I. The application sheet has been revised to show the off -site drainage area.
2. The North Pond (Drainage Area 2) supplement has been revised to match the calculations sheet.
3. All forms and calculations associated with the level spreaders have been included in this submittal. The
two (2) O&M Agreements have been sent to Greg Berlin for his action. Once these agreements have
been signed and notarized, Greg will send them directly to you.
4. Noted, no review fee has been enclosed with this submittal.
5. Noted. All required revisions to calculations, forms and supplements have been included with this
resubmittal.
I believe that this revised submittal addresses all of your comments and concerns. Please let me know if you have
any questions or need any additional information. Thank you for your help on the project.
Sincerely,
LITTLEJOHN ENGINEERING ASSOCIATES, INC.
encl.
1935 21ST AVENUE SOUTH, NASHVILLE, TENNESSEE 37212
T 615.385.4144 F 615.385.4020
Nashville i Chattanooga I Decatur I Huntsville I Knoxville I Orlando I Phoenix I Tri-Cities
www.leainc.com
NOY 2 5 20B
BY:
Engineering
Planning
Landscape Architecture
Land Surveying
Environmental Services
Health and Safety
Economic Development

4
L I T T L E j O H N E N G I N E E R I N G A S S O C I A T E S
E N G I NEFRING PLANNING LANDSCAPE ARCFIITECTURE LAND SURVEYING
19 3 5 TWENTY - FIRST AVENUE SOUTH • N A S H V I L L C. TENNESSEE :3 7 2 1 2
P H O N E 6 I 5- 3 8 5- 4 1 44 + FAX [phone] • W W W. L E A I N C. C O l9
To: NC DENR - EXPRESS
ATTN: Janet Russell
ATTN: Christine Nelson
127 Cardinal Drive Extension
Wilmington, NC 28405
Ph : 910.796.7345
Regarding: Camp Lejeune - Knox Landing;
We are sending:
0 Attached
Under Separate Cover
Copy of Letter
Via
❑ Pick Up
TRANSMITTAL
Date:
Job No.
Project:
�,X Drawings
Originals/IZeproducibles
Change Order
❑ Courier
22-Nov-13
20130302
Camp Lejeune - Knox Landing
❑ Computer Disk
❑ Specifications
❑ Other
❑X Express/Overnight Mail
Date
Description
CopicS
11/13/2013
Letter Addressing; Comments
1
11/13/2013
Revised GRICrllatiOrl Sheets
1
11/13/2013
level Spreader Supplements, O&M Agrcenrents and Cates
1
11/22/2013
Revised/Additional Plan Sheets
2
We are sending:
Far Approval E7 For Your Use F-1 For Your Record
❑ For Review & Comment 0 As Requested ❑ For Bids Due
Remarks: Christine,
See attached information as requested in your letter dated November 18, 2013.
Please contact me ifyou should have any questions or require any additional information.
Thank you for your help on this 1�rojcct. _ --
Resards.
Copies to: File Signed: Derck Baalbergen _
I r i+C
CEME
NOV 2 5 2013
uY:

+�i 777I
WCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Tracy E. Davis, PE, CPM
Director
November 18, 2013
Mr. Thomas Tether, Senior Vice President
Lend Lease Americas, Inc, Member
Atlantic Marine Corps Communities, LLC
5401 Maryland Ave.
Camp Lejeune, NC 28547
Subject: Request for Additional Information
Stormwater Project No. SW8 090925
Knox Landing
Onslow County
Dear Mr. Tether:
Pat McCrory, Governor
John E. Skvarla, III, Secretary
The Wilmington Regional Office received a modified Express Stormwater Management Permit
Application for Knox Landing on October 28, 2013 with additional information received on
November 14, 2013. A preliminary review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater
review:
The November 13, 2013 letter from Littlejohn Engineering confirms that the drainage
area for Pond 2 (North Pond) drainage area does include a portion of offsite impervious
area from areas outside the lease limits. If there is offsite impervious area, there should
also be a corresponding amount of offsite drainage area identified. Please identify the
amount of offsite drainage area for Pond 2 in Section IV.10 of the application.
V 2 In the revised calculations, it appears that the surface areas associated with Pond 2
have changed slightly. Please provide an updated wet detention pond supplement that
/ reflects the new surface areas.
v/ 3. It appears that level spreaders are proposed to provide diffuse flow from the pond outlets
through the vegetated buffer. Please provide the level spreader supplements, an
operation and maintenance agreement, and copies of any necessary calculations.
4. Due to the relatively minor nature of these comments, the express additional information
review fee has been waived.
5. Please keep in mind that changing one number may change other numbers and require
the calculations, supplements, and other supporting documentation to be updated.
Verify all numbers are correct to ensure consistency in the application documents.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received in this Office prior to November 26, 2013, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
If you need additional time to submit the information, please email or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. Please note
that a second significant request for additional information may result in the return of the project.
If the project is returned, you will need to reschedule the project through the Express
coordinator for the next available review date, and resubmit all of the required items, including
the application fee.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 Phone: (91G;, 3 72151 Fax: [phone]

Thomas Tether
�- November 18, 2013
Stormwater Applicatior No. SW8 090925
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 project name and
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].
Sincerely,
Uv��� 1050-11")
Christine Nelson
Environmental Engineer
GDSlcan: G:1WQ1Shared\StormWater\Permits & Projects120091090925 HD12013 11 addinfo_2 090925
cc: Thomas Davis, Littlejohn Engineering Associates
Wilmington Regional Office
Page 2 of 2

Nelson, Christine
From: Nelson, Christine
Sent: Monday, November 18, 2013 12:37 PM
To: 'Derek Baalbergen'; Berlin, Greg (Greg. [e-mail])
Cc: Russell, Janet
Subject: RE: Knox Landing request for additional info
Attachments: 2013 11 addinfo_2 090925.pdf
Gentlemen,
The second request for additional information on Knox Landing is attached. There are just a few small items that need
to be addressed. Let me know if you have any questions.
Thanks,
Christine
Email correspondence to and from this address is subject to the North Corofino Public Records Law
and may be disclosed to third porties unless the content is exempt by statute or other regulation.
From: Derek Baalbergen[mailto:dbaalbergen(&Ieainc.com]
Sent: Wednesday, November 13, 2013 3:23 PM
To: Nelson, Christine
Cc: Russell, Janet; Berlin, Greg (Greg. Berl inCaNendlease.com)
Subject: RE: Knox Landing request for additional info
Christine,
We have completed the revisions to the drawings and forms as noted in your letter and sent them to you via FedEx. It is
scheduled for Priority Overnight delivery and should be at your office tomorrow morning.
Thank you,
Derek Baalbergen, P.E.
LITTLEJOHN ENGINEERING ASSOCIATES
Nashville I Chattanooga I Decatur I Huntsville I Knoxville I Orlando I Phoenix I Tri-Cities
1935 21 st Ave. South
Nashville, Tennessee 37212
P:615-385-4144 D:615-324-3946 F:615-385-4020
dbaalbergenCcbleainc.com
www,leainc.com
Find us on Facebook
From: Nelson, Christine[mailto:christine.nelson(@ncdenr.gov]
Sent: Wednesday, November 06, 2013 3:15 PM
To: Berlin, Greg; Derek Baalbergen; [e-mail]
Cc: Russell, Janet
Subject. Knox Landing request for additinal info
Gentlemen,
Attached is the pdf of the request for additional information for the modification to Knox Landing (SW8 090925). Copies
of this letter will also be sent in the mail. Please let me know if you have any questions.
Thanks,
Christine

r
** Please note the new direct phone number **
Christine Nelson
Environmental Engineer
State Stormwater Program
NC Division of Energy, Mineral and Land Resources
127 Cardinal Drive Ext., Wilmington, NC 28405
Direct: 910-796-7345 / Main: 910-796-7215 / Fax: [phone]
Email correspondence to and from this address is subject to the North Carolina Public Records Low
and may be disclosed to third parties unless the content is exempt by stotute or other regulation.

,*
rr .t
1 `.
LITTLEJOHN ENGINEERING ASSOCIATES
November 13, 2013
Ms. Christine Nelson
North Carolina Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Storm Water Project No. SW8 090925 (EXPRESS)
Knox Landing
Onslow County
Camp Lejeune, NC
LEA Project No. 20130302
Dear Ms. Nelson:
This letter is in response to your Request for Additional Information, dated November 6, 2013,
for the referenced project at Camp Lejeune. Enclosed are two sets of the revised drawings and
additional calculations and reports that address your comments. We have only included only
the sheets that have changed as part of this submittal. These revised drawings address your
referenced comments as follows:
See attached copy of revised Consent of Manager document with revised corporation
names. Original document has been sent directly to you from Lend Lease. Per email
dated 1 1-06-13 from Derek 8aalbergen, you are authorized to strike out and write in
the correct corporation names as needed. The revised form enclosed has been updated
with the correct corporation name.
2. This area is off -site impervious area. The calculations and the drainage area map have
been revised to label this area as off -site impervious area.
3. The pond calculation sheet has been revised to show the average depth to be 4.08 ft as
shown on the pond supplement.
4. The pond calculation sheet has been revised to show the correct forebay volume that
matches the supplement form.
5. The pond calculation sheet has been revised to show the additional forebay calculation
that was not included in the original submittal.
1935 DST AVENUE SOUTH, NASHVILLE, TENNESSEE 37212 Engineering
T 615.385.4144 P 615.385.4020 Planning
Landscape Archi[CCLUIe
Nashville I Chattanooga I Decatur I Huntsville I Knoxville I Orlando I Phoenix I Tr'i-Cities Land Surveying
��� Ervironmenuil Services
www.leainc.com r t Health and Safety
$ Economic Development
NOV 14 2013
l�Y:

6. The correct depth is 6.5-ft and can be revised as such. A revised O&M Agreement is
enclosed for your guidance and information.
7. As per conversations with you, level spreaders have been added to the North and South
Pond outlets. (Sheets CG-4.01, CG-4.07 and C-5.04 Detail # 1)
8. Two copies of the requested plan sheets are enclosed. (Sheet C-5.01 Detail # I & # 2)
9. Noted, no review fee has been enclosed with this submittal.
10. Noted. All required revisions to calculations, forms and supplements have been
included with this resubmittal.
I believe that this revised submittal addresses all of your comments and concerns. Please let me
know if you have any questions or need any additional information. Thank you for your help on
the project.
Sincerely,
LITTLEJOHN ENGINEERING ASSOCIATES, INC.
Thomas J. Davis, PE
encl.

L I T T L E J O H N E N G I N E E R I N G A S S O C I A T E S
ENGINEERING PLANNING LANDSCAPE ARCHITECTURE LAND SURVEYING
14 3 5 TWENTY - FIRST AVENUE SOUTH • N A S H V I L L E, TENNESSEE 3 7 2 1 7
P H O N E 6 1 5- 3 8 5- 4 1 4 4 • E A X 5 1 5- 3 8 5- 4 0 2 0 • W W W. L E A I N C. C O M
'TRANSMITTAL
To: NC DENR - EXPRESS Date:
AT'1'N: Janet Russell Job No.
ATTN: Christine Nelson Project:
127 Cardinal Drive Extension
Wilmington, NC 28405
Ph: 910,796.7345
Regarding: Camp Lejeune - Knox Landing
We are sending:
Attached
❑ Under Separate Cover
❑ Copy of Letter
Via:
❑ Pick Up
0 Drawings
❑ Originals/Reproducibles
❑ Change Order
❑ Courier
13-Nov-13
20130302
Camp Le,jeune - Knox banding
❑ Computer Disk
❑ Specifications
❑ Other
MExpresslOvernigilt Mail
Date IF
Description
Copies
1 1/13/2013
Letter Addressing Comments
1
11/13/2013
Revised Calculation Sheets
1
11/13/2013
Revised South fond O&M Agreement
1
10/21/2013
Revised Additional Plan Sheets
2
We are sending:
❑ For Approval ❑ For Your Use ❑ For Your Record
❑ For Review fi Comment ❑X As Requested ❑ For Bids Due
Remarks: Christine,
See attached information as rettuested in your letter dated November 6, 2013.
Please contact me if you should have any questions or require any additional information.
Thank you for your help on this project.
Copies to; File Signed: Derek 13aalbergen M W--
NOV 14 2013
t

q�
rt` NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Tracy E. Davis, PE, CPM Pat McCrory, Governor
Director John E. Skvarla, III, Secretary
November 6, 2013
Mr. Thomas Tether, Senior Vice President
Lend Lease Americas, Inc, Member
Atlantic Marine Corps Communities, LLC
5401 Maryland Ave.
Camp Lejeune, NC 28547
Subject: Request for Additional Information
Stormwater Project No. SW8 090925
Knox Landing
Onslow County
Dear Mr. Tether:
The Wilmington Regional .Office received a modified Express Stormwater Management Permit
Application for Knox Landing on October 28, 2013. A preliminary review of that information has
determined that the application is not complete. The following information is needed to continue
the stormwater review:
�Xl. Please confirm the corporations listed in Section III.1a of the application and in the
Consent of Manager of Atlantic Marine Corps Communities, LLC are current. According
to the North Carolina Secretary of State, it appears that several of the corporations have
changed their legal organization name.
j 2. Please confirm the drainage area and impervious area for Pond 2 (North pond). Section
IV.10 of the application indicates that 1,800 square feet of offsite impervious area is
included in the drainage area of Pond 2; however, no offsite drainage area has been
identified. If the impervious area and associated drainage area is located outside of the
lease limits, please identify these areas as offsite impervious area and offsite drainage
area in both the application and on the drainage area map.
✓ 3. Please confirm the average depth for Pond 2 (North pond). In the average depth
calculation, the area at the bottom of the vegetated shelf is the same area presented for
the permanent pool. Additionally, the average depth presented for Pond 2 in the
supplement, 4.08 ft, is different from the average depth presented in the calculations,
3.91 ft.
V4� Please confirm the volume of the permanent pool and forebay presented in the wet
detention pond supplement for Pond 2 (North pond). These volumes appear to be
slightly different than the volumes listed in the calculations.
Please confirm the volume of the forebay for Pond 3 (South pond). The supplement lists
the forebay volume as 14,092 ft3; however the calculations indicate the forebay volume
is only 7,446 ft3. Should there be a second table for the other forebay?
1;-6% Please check the depths provided on page 3 of the operation and maintenance (O&M)
agreement for Pond 3 (South pond). The depth is listed as 6.0 ft, however the difference
between the permanent pool elevation (2.5 ft) and the sediment removal elevation (40
ft) is 6.5 ft. This page is double sided and the original signature for the O&M agreement
is on the other side. Please provide a corrected double sided version with another
original signature or provide guidance on how to correct the information on this page.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 Phone: [phone] Fax: [phone]

Thomas Tether
November 6, 2013
Stormwater Application No. SW8 090925
7. Please demonstrate that the outlets for Ponds 2 and 3 provide diffuse flow through the
vegetated buffer as required by the definition of a vegetated buffer in 15A NCAC
02H.1002 (22).
— 8—P-lease-provide-two-(2)-copies-of-the-plan-sheet-that-contains-the-details-for_the-road-and
sidewalks.
9. Due to the relatively minor nature of these comments, the express additional information
review fee has been waived.
10. Please keep in mind that changing one number may change other numbers and require
the calculations, supplements, and other supporting documentation to be updated.
Verify all numbers are correct to ensure consistency in the application documents.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received in this Office prior to November 14, 2013, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
If you need additional time to submit the information, please email or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. Please note
that a second significant request for additional information may result in the return of the project.
If the project is returned, you will need to reschedule the project through the Express
coordinator for the next available review date, and resubmit all of the required items, 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 project name and
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].
Sincerely,
CL,i-,� 1��
Christine Nelson
Environmental Engineer
GDSlcan: G:IWQ1Shared\StormWater\Permits & Projects120091090925 HD12013 11 addinfo 090925
cc: Thomas Davis, Littlejohn Engineering Associates
Wilmington Regional Office
Page 2 of 2

a
Nelson, Christine
From: Nelson, Christine
Sent: Wednesday, November 06, 2013 4:14 PM
To: 'Berlin, Greg'; Derek Baalbergen;'[e-mail]'
Cc: Russell, Janet
Subject: 'Knox -Landing • request-for-additinal-info
Attachments: C2013 11 addinfa 090925-pdf�
Gentlemen,
Attached is the pdf of the request for additional information for the modification to Knox Landing (SW8 090925). Copiesl
of-this•letter-will-also-be-sent'in-the-mail. Please let me know if you have any questions.
Thanks,
Christine
** Please note the new direct phone number **
Christine Nelson
Environmental Engineer
State Stormwater Program
NC Division of Energy, Minerai and Land Resources
127 Cardinal Drive Ext., Wilmington, NC 28405
Direct: 910-796-7345 / Main: 910-796-7215 / Fax: [phone]
Email correspondence to and from this address is subject to the North Carolina Public Records Low
and may be disclosed to third parties unless the content is exempt by statute or other regulation.

L I T T L E] O H N E N G I N E E R I N G A S S O C I A T E S
E N G IN F F R ING P L ANN ING LANDSCAPE ARC HIT E C T U RE LAND SURVEYING
1 9 3 5 TWENTY - FIRST AVENUE SOUTH - N A S I I V t L L E. T C N N G S S F-C 3 7 2 1 2
P H O N E 61 5- 3 8 5- 4 1 44 • FAX [phone] • W W W LEA 1 N C. C O M
TRANSmirl'AL
To: NC DENR Date: 23-Oct-13
ATTN: Janet Russell Job No.: 20130302
ATTN: Christine Nelson Project: Cantp Lejeune - Hospital Point & Knox Landing
127 Cardinal Drive Extension
Wilmington, NC 28405
11h.- 910.796.7345
Regarding: Camp Lejeune - hospital Point & Knox Landing
We are sending:
�N Attached F Drawings ❑ Computer Disk IIAE C E I V E
Under Separate Cover OriginalslReproducibles El Specifications
s OCT 2 6 2013
Copy of Letter ❑ Change Order ❑ Other
Via: BY:
Pick Up Courier Express/Overnight Mail
Date
Description
Copies
--
hospital Point - Site Map
1
10/21/2013
Knox Landing - Drainage Area Exhibit
1
We are sending:
Por Approvai Ej For Your Use F--1 For Your Record
❑ For Review & Comment 0 As Requested For Bids Due
Remarks: See attached drawings as requested at our meeting on Tuesday.
Please contact me if you should have any questions or require any additional information.
Thank you for your help.
Regards,
Copies to: File Signed: Derek Baalbergen

L p
LITTLEJOHN ENGINEERING ASSOCIATES
k 1935 TWENTY-FIRST AVENUE SOUTH
F;• NASHVILLE, TENNESSEE 37212
(615) 3854144
f
OAY"
Four Thousand . and 001100
REGIONS BANK No. 043945
NASHVILLE, TN 87 1
640
CHECK NO. DATE AMOUNT
43945 OCT 14 2013 4,000,00
LITTLEJOHN ENGINEERING ASSOCIATES
THE NC DENR
ORDER 127 Cardinal Drive Extension
OF
Wilmington, NC 28405 VOID AFTER 60 DAYS
Ve
L' 394 50 1:06►10000 L 71:
II'10007SL25LII'

For DENR Use ONLY
C� 0 o�z� Reviriwor:
r4 0 6 North Carolina Department of Environment and submiL 10 - 2 �
Natural Resources 0-
NCDENR Request for Express Permit Review Time:
Confirm: l0 c3
FILL-IN all the information below and CHECK the Permits) 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 vicinit ma same items expected in the application
acp kage of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296.4698;alison.davldson(a?ncdenr.gov
• Fayetteville or Raleigh Region -David Lee 919-7914203; david.leeAncdenr.gov
• Mooresville & Winston Salem Region - Patrick Grogan 704-235-2107 or atrick. ro a ncdenr. ov
• Washington Region -Lyn Hardison 252-948-3842 or lyn.hardisonconcdenr.gov
• Wilmington Region -Janet Russell 910-796-7302 or ianet.russell(mncdenr.gov
• Wilmington Region -Cameron Weaver 910-796-1303 or cameron.weaver(cbncden►.gov
NOTE. Project application received after 12 noon will be stamped in the following work day.
Enter Related SW
Permits of Request
SW
SW
SW
SW
SW
Project Name: KNOX LANDING & COMMUNITY CENTER County: ONSLOW
Applicant: KATHLEEN MURNEY Company: ATLANTIC MARINE CORPS COMMUNITIES, LLC Gce�
Address: 5401 MARYLAND AVE City: CAMP LEJEUNE, State: NC Zip: 2B547-
Phone: [phone], Fax: [phone], Email: [e-mail]
Physical Location:CAMP KNOX ROAD - MCB CAMP LEJEUNE
Project Drains into NORTHEAST CREEK waters — Water classification SC; HOW; NSW (please visit here to look up stream classification)
Project Located in WHITE OAK River Basin. Is project draining to class ORW waters? N, within''/z mile and draining to class SA waters N or within 1 mile
and draining to class HOW waters? N
EngineerlConsultant: THOMAS J. DAVIS Company: LITTLEJOHN ENGINEERING ASSOCIATES
Address: 1935 2tsT AVE S City: NASHViLLE, State: TN Zip: 37212- Y
Phone: [phone], Fax: [phone], Email: [e-mail]
SECTION ONE: REQUESTING A SCOPING MEETING ONLY ft
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER: OCT o 2 290
SECTION TWO:
BY:
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: ^ # of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑ Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
® Low Density ❑ Law Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)j
® High Density -Detention Pond 3 # Treatment Systems ❑ High Density -Infiltration — #Treatment Systems
;❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density —SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems /❑ MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit#)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed.(CK # (for DENR use))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoging and express meeting request)
Wetlands on Site ® Yes ❑ No
Wetlands Delineation has been completed: ® Yes ❑ No
US ACOE Approval of Delineation completed: ® Yes ❑ No
Received from US ACOE ® Yes ❑ No
D13NR use only
Fee Split for multiple permits: (Check#
Buffer Impacts: ❑ No ❑ YES: _acre(s)
Isolated wetland on Property ❑ Yes ❑ No
404 Application in Process wl US ACOE: ❑ Yes ❑ No Permit
Total Fee Amount $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Maj; ❑ Min)
$
SW (❑ HD, ❑ LD, [:1Gen)
1
$
401:
$
LOS
$
Stream Deter,_
$
o, *
NCDENR EXPRESS June 2011

Mom.-
_ ..Y
�
�.
,.
'� A.
_
�,
r
�• � i
-r F• i
t -
Si .. , .. � �
x� �
.. r w
�
_. �, �i}';'�
+� . 1 i. r.
i _ .1 �-
•fir ,. .
, '
. f �.
�
_
• �1 , �'� . � 'Ip.
�i• it � � �
.,
�11� i
..
. �
'� 1
'�!
t
e! � t
.t
-
;_
I _,t ,_ � .
- s�
,�,� � -
_
f i, ��
�
�, tea �
�'

DWQ USE ONLY
ate RecliyyA
Fee Paid
Permit Number
App ica le Rul s: ❑ Coastal SW - Tq95 ❑ Coastal S - 2008 ❑ Ph 11 - 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 Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This fortis pray be photocopied for use as an original
1. 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.):
Knox Landing
2. Location of Project (street address):
Intersection of Camp Knox Road and Boston Road
City:MCB Camp Le'eune County:Onslow Zip:28547
3. Directions to project (from nearest major intersection):
From Camp Lejeune Tarawa Terrace 11 entrance continue on Tarawa Blvd, right on Bougainville Dr., Left on
Camp Knox Road, left on Boston Road ^_
4. Latitude:34* 43' 51" N Longitude:77° 23' 27" W of the main entrance to the project.
11. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modificationt
tRene7vals it itlr niadifrcations also requires SWU-102 - Renezval Application Fornr
b.lf this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8 090925 , its issue date (if known)02-01-2011 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 ®I-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 DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
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
❑NPDES Industrial Stormwater
®Sedimentation/ Erosion Control: 47 ac of Disturbed Area
0404/401 Permit: Proposed Impacts
b.lf 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
If yes, see S.L, 2012-200, Part Vl: httl2-'//12ortal.ncdenr.org/webzwq/ws/s6/statesw/ruies laws
C0%X%W1E.
Form SWU-101 Version 06Aug2012 Page I of OCT 2 8 2013
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/Organizi
Signing Official & T
b.Contact information ror person iistea in item is above:
Street Address:5401 Maryland Avenue
City:Camp Lejeune _ State:NC Zip:28547
Mailing Address (if applicable):
City:
State: Zip:
Phone: (910 ) 2.19-6388 Fax: (910 } 219-6309
Em a il:kathleen. mu rney@1end lease, corn
c. Please check the appropriate box. The applicant Iisted 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 tide 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/Organization:U.S. Department of Defense _ ....._
Signing Official & Title:Neil Paul, Deputy Public Works
b.Contact information for person listed in item 2a above:
Street Address:1005 Michael [load
City:Camp_Leje_une _,_ State:NC Zip:28542-0004
Mailing Address (if applicable):
City:
Phone: (910 } 451-2213
Email:[e-mail]
State: Zip:
Fax: (910 ) 451-2927
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/Organization:
Signing Official & Title:
b.Contact information for person listed in item 3a above:
Mailing Address:
City:
Phone: ( ]
Email:
4. Local jurisdiction for building permits:
State:
Fax: f ]
Point of Contact: Phone #:
Form SWU-101 ,'Version 06Aug2012 Page 2 of6
Zip:

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the storm water runoff will be treated.
Stormwater runoff will be conveyer{ by an underground collection system to three wet detention ponds. The
wet detention ponds have been designed per NCDENR standards.
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, identifyy the regulation(s) the project has been designed in accordance with:
El Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the White Oak River basin.
4. Total Property Area: N/A 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':
acres
Total project area shall be calculated to exclude thefollowing. the normal paol of impounded structures, the area
between the banks of streams and rivers, the area below the Normal Hi, h Water (NHW) line or Mean High Water
(MH W) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BCIA). Non -coastal wetlands landward of the NNW (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 = Varies See Below %
9. How many drainage areas does the project have?3 (For high density, cogent 1 for each proposed engineered
stormwater BMP. For low density and other projects, use I for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below. kx�s�r��..A N7(Av 5-ov�h
BasinJnformatioh . ; .
Drainage A -,a 1
Drainage Area 2 `1
Drainage Area :'3'
Drainage Area _
Receiving Stream Name
Northeast Creek
Northeast Creek
Northeast Creek
Stream Class *
SC; HQW, NSW
SC; HQW, NSW
SC; HQW, NSW
Stream Index Number *
19-16-(3.5)
19-16-(3.5)
19-16-(3.5)
Total Drainage Area (sf)
1,549,865
510,394
650,127
On -site Drainage Area FT
1,549,865
494,806
650,127
Off -site Drainage Area (sf)
0
15,588
0
Proposed Impervious Area** (sf)
609,796
173,191
243,284
% Impervious Area'* (total)
39
34
37
Inn ervious' Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area 3
Drainage Area
On -site Buildings/Lots (sf)
199,158
59,576
90,302
On -site Streets (sf)
197,614
47,718
85,833
On -site Parking (sf)
77,335
24,684
40,139
On -site Sidewalks (sf)
41,812
12,135
15,426
Other on -site (sf)
19,548
1,584
1,584
Future (sf)
65,729
20,000
10,000
Off -site (sf)
0
1,800
0
Existing BUA*** (sf)
8,600
5,694
0
Total (sf):
609,796
173,191
243,284
* Stream Class and Index Number can be determined at: htt portal. ncdenr.ort� zveb ruq/ps/csu/classicatians
** 1ru crvioces area is defined as the built upon area including, bet not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
*** Report only that amount of existing BL1A that will remain after development. Do not report any existing BUA 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. O f-site BUA
ri
r
Form SWU-101 Version 06Aug2012 Page 3 of 6 NOV 2 5 2013

IV: PROJECT INFORMATION
1. In the space provided below, hELefly summarize how the stormwater runoff will be treated.
Stormwater runoff will be conveyed by an Underground collection system to three wet detention ponds. The
2.a. if claimi vested rights, identify the supporting documents provided and the date they were approved:
❑ Approv of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Bui ing Permit Issued Date.
❑ Other: Date:
b.lf claiming veste rights, identify the re0ation(s) the project has been designed in accordance with:
❑ Coastal SW —1 5 ❑ Ph II — Post Construction
3. Stormwater runoff
4. Total Property A
this project drains to the White Oak River basin.
acres 5. Tota[ Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) — T al oasta Bizet_ la Area (5) —Total Surface Water Area (6) = Tota[ Project Area`:
acres\andrs,
\\
Total project area shall be cal'zde the following the normal pool of impounded structures, they area
between the banks of streamse area bclaiv.fhe Normal High Water (NHYV) Line or Mean High Water
(MHW) line, and coastal we�t the2VHW (or MHW) line. The resultant project area is used to
calculate overall percent builNon coastl wetlands landward of the NHW (or MHW) line may be
included in the total project 8. Project percent of impervious li 10A Area /N Total Project Area) X 100 = Varies See Below %
9. I -low many drainage areas does the project It ve.
stornrzvater BMP. For lozv density and other proje
10. Complete the following information for each drai
are more than four drainage areas in the project, a
provided in the same format as below. C-x.
0gh density, count 1 for each proposed engineered
r the`rhole property area)
area identified in Project Information item 9. If there
an a ditional sheet with the information for each area
" iwa-rm 504 VT14.
Basin Information
Drainage Area 1
f5krainage Area 2
Drainage urea 3
Drainage Area
Receiving Stream Name
Northeast Creek
NoXtheast Creek
Northeast Creek
Stream Class *
SC; HQW, NSW
SC; 144QW, NSW
SC; HQW, NSW
Stream Index Number *
19-16-(3.5)
19-1 (3.5)
'19-16-(3.5)
Total Drainage Area (sf)
1,549,865
510,391
650,127
On -site Drainage Area (sf)
1,549,865
510,394
650,127
Off -site Drainage Area (sf)
0
0
0
Proposed [m ervious Area** (so
609,796
173,191
243,284
% Impervious Area** (total)
1 39
34
i�,� 37
mrz== i
UJ M
cc
III
Im ervious" Surface Area
Drainage Area 1
Drainage Area 2 1
Dram e Area 3
Drainage Area _
On -site Buildings/Lots (sf)
199,158
59,576
9 , 02
On -site Streets (sf)
197,614
47,718
85,8
On -site Parking (so
77,335
24,684
40,139
On -sire Sidewalks (sf)
41,812
12,135
15,426
Other on -site (so
19,548
1,584
1,584
Future (sf}
65,729
20,000
10,000
Off -site (sf)
0
1,800
0
ei i';
Existing BUA*** (sf)
8,600
5,694
0
t
Total (so:
609,79E
1 173,191
243,284
C.>O Stream Class and Index Number can be determined at: http://portal.ncdenr.org zveb zualys/csic%lassifications
�-* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
cside ° walks, gravel areas, etc.
*** Report only that amount of existing BLIA that will remain after development. Do not report any existing BLIA that is
to be removed and zvhich will be replaced by new BLIA.
I1. How was the off -site impervious area listed above determined? Provide documentation. Off -site BUA

'Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. Off -site BUA
includes the new imR. area of Camp Knox Rd off new entry road that is outside of the Ground Lease Line.
BUA was determined from land survey and design drawings by others.
Projects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 15A NC4C 02B .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/`bmp- anual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://portal.ncdenr.org/web/wq/ws/su[statesw/`forms_docs. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://portaI.ncdenr,org/web/wq/ws/su/maps.)
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 http:////portal.ncdenr.org/web/wq/rvs/su/statesw/forms_docs.
Initials
1. Original and one copy of the Stormw&er Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants A11,4
Form. (if required as per Part V11 below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M�
agreement(s) for each BMP.
r
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
httl2://www.envhelp.orp-/pages/onestol2expiess.htrrd 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/management for_ �1 A
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 1/2 mile of the site boundary, include the 1/2
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 MHW or NHW line of tidal
waters, and any coastal wetlands. landward of the MHW or NHW 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 -BUA identified and dimensioned.
k. Existing contours,:proposed contours, spot elevations, finished floor elevations.
1. 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.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
Form SWU-101 Version 06Aug2012 Page 4 of

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
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include 'an 8.5"x11" 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: Schedule a site visit for DWQ to vertfij the SHVVT prior
to submittal, [phone].) �/�
10. A - copy of the most current property deed. Deed book: Page No:
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC -'7J�
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 21-1.1003(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.
httv://www.secretary.state.nc.usZCorporations/CSearch.asRx
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, fhe proposed
BUA 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 � �t
restrictions and protective covenants forms can be downloaded from
http://portal,ncdenr.org/web/wq/ws/su/statesw/forms does. Download the latesf.versionseach a
submittal.
kill,
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 DWQ and that they will be recorded prior to the sale of any lot.
VIII. 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:Thomas 1.Davis
Consulting Firm: Littlejohn Engineering -Associates
Mailing Add ress:1935 Twenty -First Avenue South _
City:Nashville State:TN Zip:37212
Phone: [phone] Fax: (615 ) 385-4020
F,mail:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact lnforrrration, item 2 has been filled out, reompletc-this
section)
1, (print or type name of person listed in Contact Information, item 2a) Neil Paul ,,' 7 .;:certify that
own the property identified in this permit application, and thus give permission to'(print or type, name of person
listed in Contact Information, item 1a) Kathleen Murnell with (print or hfpe.�ha.tne of organiiai tion.h d iri
Contact lnforrrration, item 1a) AMCC to develop the project as cud 6ntly proposed. iN' of
the lease agreement or pending property sales contract has been provided with the sub mittal; which ,ift it;ates the
party responsible for the operation and maintenance of the stormwater system.
EG-
:�
Form SWU-101 Version 06Aug2012 Page 5 of OCT 2 8 2013 .
i
C
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 DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ 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.
Signatu
1, I MIMA NA I LJYlV! M�V M Y Y/N a aiiary Pu lic
do hereby certify that �V
before me this k 9 day of 2 and a
a stormwater permit. Witness my hand and official sebl,A-
KELLEY VAN©EC®EVERIN
NOTARY PUBLIC
ONSLOW COUNTY
STATE OF NORTH CAROLINA
X. APPLICANT'S CERTIFICATION
L
Date:
the State of lam/ County of
y commission expires I�
the d
personally appeared
of the application for
I, (print or hype name of person listed in Contact Information, item 1a) Kathleen Murney, for Thomas E. Tether, SVP Lend
Lease Ainericas, Inc.
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable s orm ter rules under 15A NCAC 2H .1000 and any other applicable state stormwater requirements.
Signature: U/Date:-iJ
, N'a // /)) Lo d r, e "S U , a Notary Public for the State of do- to �Dyc3� r� , County of
QA s/0Lp do hereby certify that_L( a?Mleeg /3%zrr,,ay personally appeared
before me this,28 day of and acknowledge the due exe ution of the application for
a stormwater permit. Witness my hand and official seal,
.•�`,���M� Roo?"
9N .
2 OPTA9�.
S
y _��
CO01
1`%%.
SEAL
My commission expires
Form SWU-101 Version 06Aug2012 Page 6 of

• Permit No. ;5D 0 I l 1R
(to be provided by DWQ)
NCDENR a Y
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
I1PRO:JECTIINF,ORMATION b
Project name Knox Landing
Contact person Tom Davis, PE
Phone number 615.385A144
Date 110012013
Drainage area number 2
Site Characteristics
Drainage area
Impervious area, post -development
°% impervious
Design rainfall depth
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr. 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the prelpost control of the 1 yr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hrstorm
Pre -development 1-yr, 24-hrpeak flow
Post -development f -yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 1Oft vegetated shelf elevation
Bottom of 10ft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
Form SW401•Wet Detention Basin-Rev,94M8l12
510,394 ft2
173,191 ft2
33,93 %
1.5 in
22,674 ft3
' 30,493 ft3
OK, volume provided is equal to or in excess of volume required.
11
ft3
ft3
ft3
ft3
N (Y or N)
3.6 in
0.40 (unitless)
0,65 (unitless)
0.15 inlhr OK
0.70 ft3/sec
1.14 ft3lsec
0,44 ft3lsec
8.75 fmsl
7.50 fmsl
7,50 fmsl
8.00 fmsl
7.00 fmsl
2.00 fmsl
0.00 fmsl
2.00 ft
(Y or N)
fmsl : E E 9, �V y -_
P1
NOV 2 5 2013
BY:
Parts I. & II. Design Summary, Page 1 of 2

Permit No.
(fo be provrded by DWO)
Surface Areas
Area, temporary pool
Area REQUIRED, permanent pool
SAIDA ratio
Area PROVIDED, permanent pool, Apo per,
Area, bottom of 1Oft vegetated shelf, A,, mmr
Area, sediment cleanout, top elevation (bottom of pond), A,o, pond
Volumes
Volume, temporary pool
Volume, permanent pool, Vpefm po,
Volume, forebay (sum of forebays if more than one forebay)
Forebay % of permanent pool volume
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
Mcuntain/Piedmont SAlDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Volume, permanent pool, Vpen -per,
Area provided, permanent pool, Apem per,
Average depth calculated
Average depth used in SAIDA, d, (Round to nearest 0.5ft)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pool, A,,-.,,
Area, bottom of 1Oft vegetated shelf, Aba g,,d
Area, sediment cleanout, top elevation (bottom of pond), A,,,_p«,d
26,531 ftz
15,363 ft?
3.01 (unitless)
21,111 ft OK
i6,883 �
7,650 ft`
30,493 ft' OK
64,419 ft'
14,090 ft,
21.9% % OK
90 %
Y (YorN)
N (YorN)
3.01 (unitless)
N (Y or N)
64,419 ft'
21,111 ft`
ft Need 3 ft min.
ft
Y (Y or N)
21,111 fl
16,883 ft'
7,650 ft'
'Depth" (distance b/w bottom of 1 Oft shelf and top of sediment) 5.00 ft
Average depth calculated 4.08 ft
Average depth used in SAIDA, d. (Round to down to nearest 0.5ft) 4.0 ft
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (if -non -circular)
Coefficient of discharge (Co)
Driving head (Ho)
Drawdown through weir?
Weir type
Coefficient of discharge (Q
Length of weir (L)
Driving head (H)
Pre -development 1-yr. 24•hr peak flow
Post -development 1-yr, 24-hr peak now
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow 8 orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
Y (Y or N)
2.50 in
in'
0.60 (unitless)
0,42 ft
N (Y or N)
(unitless)
(unitless)
ft
ft
0.70 ft'/sec
1.14;ft31sec
0.11 ft`/sec
2.48 days
OK
OK
OK, draws down in 2-5 days.
4 :1
OK
10 :1
OK
10.0,ft
OK
3 :1
OK
3A :1
OK
Y (Y or N)
OK
1.0 It
OK
N (Y or N)
OK
N (Y or N)
Insufficient. Recorded drainage easement required.
Y (Y or N)
OK
Pump out for maintenance and overflow weir for emergencies
Form SW401-wet Detenuon Basin-Rev,9,4nar12
s' NOV 252013
Parts I. & It. Design Summary, Page 2 of 2

Permit No.
(to be provided by DWQ)
III'REQUIRED ITEMS''CHECKLIST ` `
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Initials Sheet No.
ATP!!twFD 1. Plans (1" 50' or larger) of the entire site showing:
Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Basin dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
GS,�Q Outlet structure with trash rack or similar,
Maintenance access,
Permanent pool dimensions,
Forebay and main pond with hardened emergency spillway,
Basin cross-section,
Vegetation specification for planting shelf, and
Filter strip.
3. Section view of the wet detention basin (1" = 20' of larger) showing:
Side slopes, 3:1 or lower,
Pretreatment and treatment areas, and
Inlet and outlet structures.
��' �-• °� 4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
T,`t7 !a rs 5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
6 A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
-,� tN CIA"S 7. The supporting calculations.
_ A^01150 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
N A 9. A copy of the deed restrictions (if required).
_ PKtttirvl�rj 10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
E4A"—'ffl%E IVE'. ,
OCT 2 8 2013
Form SW401-Wet Detention Basin-Rev.9-4l18112 il
Part III, Required Items Checklist, Page 1 of 1
BY:

r
e
t

�G
9VCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION
APPLICATION FORM
LEVEL SPREADER - VEGETATED
FILTER STRIP (LS-VFS) SUPPLEMENT
This form mast be completely filled out, printed, initialed, and submitted.
17PMECTJINF,0RM4T,I0N
Project name
Knox Landing
Contact name
Tom Davis, PE
Phone number
615-385-4144
Date
November 22, 2013
Drainage area number
2 - North Pond
I .t ESIGNIINFORMATION
The purpose of the LS-VFS
Buffer Rule: Diffuse Flow
Stormwater enters LS-VFS from
A BMP
Type of VFS
Protected riparian buffer (slope < 5%)
Explanation of any "Other responses above
If Stormwater Enters the LS-VFS from the Drainage Area
Drainage area
f? Do not complete this section of the form.
Impervious surface area
fig Do not oomplete this section of the form.
Percent impervious
% Do not complete this section of the form.
Rational C coefficient
Do not complete this section of the form.
Peak flow from the 1 inlhr storm
cfs Do not complete this section of the form.
Time of concentration
min Do not complete this section of the form.
Rainfall intensity, 10-yr storm
inlhr Do not complete this section of the form.
Peak flow from the 10-yr storm
cfs Do not complete this section of the form.
Design storm
Pick one:
Maximum amount of flow directed to the LS-VFS
cfs Do not complete this section of the form.
Is a Flow bypass system going to be used?
(Y or N) Do not complete this section of the torn.
Explanation of any "Other responses above
If Stormwater Enters the LS-VFS from a BMP
Type of BMP
Peak discharge from the BMP during the design storm
Peak discharge from the BMP during the 1 C-year storm
Maximum capacity of a 100-foot long LS-VFS
Peak flow directed to the LS-VFS
is a flow bypass system going to be used?
Explanation of any 'Other' responses above
Wet detention pond
25.63
cfs
25.63
cfs
2
cfs
2
CIS
Y
(Y or N)
WE
�1
Nov 2 5 2013
Form SW401 - LS-VFS - 29June2012 - Rev.10 page 1 of 3

LS-VFS Design
Forebay surface area
Depth of forebay at stormwater entry point
Depth of forebay at stormwater exit point
Feet of level lip needed per cfs
Computed minimum length of the level lip needed
Length of level lip provided
Width of VFS
Elevation at downslope base of level lip
Elevation at the end of the VFS that is farthest from the LS
Slope (from levei lip to the end of the VFS)
Are any draws present in the VFS?
Is there a collector swale at the end of the VFS?
Bypass System Design (if applicable)
Is a bypass system provided?
Is there an engineered flow splitting device?
Dimensions of the channel (see diagram below):
M
S
W
y (flow depth for 10-year storm)
freeboard (during the 10-year storm)
Peak velocity in the channel during the 10-yr storm
Channel lining material
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Explanation of any "Other' responses above
sq ft
in
in
50
fticfs
100
h
100
ft
50
ft
7.75
fmsl
7.00
fmsl
1.50
%
N
(Y or N) OK
N
(Y or N)
Y (Y or N)
Y (Y or N) Please provide plan details of Flow splitter & supporting calcs.
3.00
ft
8,00
fi
21.20
h
1.23
ft
1.00
ft
1.79
fVsec
Rip -rap
N
'(Y or N)
Y
(Y or N)
%X7
N �
1 B
ipj 1
I< 1
y n' NOV 2 5 2013
t 9 L11:1
UY:
Form SW401 - LS-VFS - 29June2012 - Rev,10 page 2 of 3

Jill. REQUIRED ITEMS CHECKLIST
EDIT Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to indicate the
following design requirements have been met. If the applicant has designated an agent, the agent may initial below, If a requirement has not been
met, attach justification.
Requried Item:
1, Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out.
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Forebay (if applicable),
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW), and
Boundaries of drainage easement.
2. Plan details (1" = 30' or larger) for the level spreader showing:
- Forebay (if applicable),
High flow bypass system,
One foot topo lines between the level lip and top of stream bank,
Proposed drainage easement, and
Design at ultimate build -out.
3. Section view of the level spreader (1" = 20' or larger) showing:
- Underdrain system (if applicable),
Level lip,
Upslope channel, and
Downslope filter fabric.
4. Plan details of the flow splitting device and supporting calculations (if applicable).
5. A construction sequence that shows how the level spreader will be protected from
sediment unfit the entire drainage area is stabiiized.
6. If a non -engineered VFS is being used, then provide a photograph of the VFS showing
that no draws are present.
7. The supporting calculations.
B. A copy of the signed and notarized operation and maintenance (0&M) agreement.
Initials Page or plan sheet number and any notes:
CC%-4,D1 -b CC-n—+09
G5 . C4
C 61-/.v I
pttT +Vo
-b qiV�r_tft✓o
�E C, E?4 _i7
EY:
Form SW401 - LS-VFS - 29June2012 - Rev.10 page 3 of 3

MEMORY TRANSMISSION REPORT
FILE NO.
717
DATE
11.26 15:03
TO
:n 916153854020
DOCUMENT PAGES
10
START TIME
11.26 15:06
END TIME
11.26 15:08
PAGES SENT
10
STATUS
OK
TIME
FAX NO.1
NAME
—SUCCESSFUL TX NOTICE`
11-26-2013 15:08
gtwto -rrz- th Carolina
»aparttnent of t[nvlronm ant and Nnturwl Rneunrcoa
Wilrn Sn glon ReQlonwi t7lRlca
J-ae "CCr y, sirmiCT ./n/t.r R.SAwrlo J/I, 9ccrcln ry
Pax: _`���� — •-3�--5 � �'r/ ����'Vax_ (910_4
-.� �ia�o �-�/-- � � � o.•J � •s- �- �i � tea/ --'�.
127 f_'ardtnel t]rly nxM n dlo Wile lnitton, NC 26405 - [phone] - An Ugllt C7pporh Lty At'll1m 1Ve Ae1i [3ml�lcrynr

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Pat McCrory, Governor FAX COVER SHEET John E Skvarla III, Secretary
Date:
Co: z / '--2
Fax:
No. Pages (excl. cover):
From: Jo Casmer
Phone: [phone]
Fax: [phone] _
6�1" Z5 zz -�
/i2 1'2�9.ev,,'zL""-
127 Cardinal Drive Extension, Wilmington, NC 28405 • [phone] • An Equal Opportunity Affirmative Action Employer

10-21-13
Project Narrative: Knox Landing
The Proposed Knox Landing neighborhood can be found on the main side of Marine
Corps Base Camp Lejeune off Highway 24 near Jacksonville, North Carolina in Onslow
County. The proposed project is the second phase of the existing Knox Landing
neighborhood and calls for the construction of 75 new single family and duplex buildings
(136 housing units in total), The site is located within the White Oak River basin and
drains to Northeast Creek which has a classification as a SC;HQW,NSW stream. The
index number for Northeast Creek is 19-16-(3.5). The total area of disturbance for the site
will be approximately 47 acres.
The Knox Landing neighborhood will have all newly constructed streets with curb and
gutter along all streets. The proposed project will rely on a discrete stormwater collection
system to convey stormwater runoff. Curb inlets and catch basins will direct stormwater
runoff through an underground piping system to a wet detention basin located on -site.
Based on these conditions, the project will qualify as Fligh Density Development and will
be subject to water quality requirements as such.
Water quality requirements are to be satisfied by constructing a new wet detention basin.
The wet detention basin has been designed in accordance with State of North Carolina
requirements and will provide drawdown of the 1.5-inch storm within 2-5 days.
Calculations as well as drainage area exhibits and other requirements will be included in
the stormwater pen -nit application submittal.
Sediment and Erosion Control measures for the site have been designed according to
NCDENR details and specifications. All storm sewer inlets have been specified to
receive either Hardware Cloth and Gravel or Sand Bag Barrier Inlet Protection
throughout the project until final site stabilization has been attained. In addition to the
inlet protection noted, silt fence and rock check dams will be employed where necessary
in order to prevent sediment from leaving the site and creating erosive soil conditions.
Temporary sediment traps will be constructed during the construction period and
removed once the contributing disturbed drainage areas have been stabilized.
The proposed project calls for the construction of 632,578 sq-ft of new built upon area
and planned 100,871 sq-ft of future built upon area, divided into three drainage areas. A
portion of the proposed built upon area will drain to the existing wet detention pond that
was designed for the proposed area. The rest of the built upon area will drain to two
proposed wet detention basins, located in the north and south portions of the site.
As part of the planned development a walking trail is planned to be constructed along
Northeast Creek at the southern edge of the site. Parts of this trail do not drain to the wet
detention pond. This section of the trail however, is to be constructed as an elevated,
wooden, open -slotted boardwalk and will not count toward the over built upon area.
-I- OCT 282013

4 r
_77
�._Y"
"t5 R ���� i r�- �*mil',. �i !_' � 3 �w , r__I„�,' C� f,, SVJ
...... .... .
1 r� .• l} -'y*'
.V
�Y ff�
Y' �r_%
. .........
1,4
r
I 4M�r'�kA��'r
VN
0,14
Z7
IZ
L
hi
C,. _
Lu
OWN
J It

Storm Water Permit
Calculations
Knox Landing
Camp .Lejeune, North Carolina
October 21, 2013
By:
Littlejohn Engineering
1935 2 1 " Avenue South
Nashville, TN 37212
(615)-385-4144
HOE5VE-
OCT282013
BY:

Knox Landing - Existing Pond - Impervious Area
Total Drainage Area=
Phase 1
35.58 AC
Total Existing Impervious Area = 8,600
SQ-FT
0.20
AC
Total Impervious Area = 292,822
SQ-FT
6.72
AC
Phase 2
Buildings 1 Driveways:
Building Type:
# Units
Building Area 1 Unit
Total Building Area
Driveway Area 1 Unit'
Total Driveway Area
107a
6
3,192
19,154
1,302
7,813
107b
5.75
3,297
18,957
1,302
7,488
107c
8.5
3,330
28,304
1,307
11,108
109
4
1 3,606
1 14,426
2,090
8,361
111
2
1 2,694
1 5,388
825
1,650
112
2.75
1 2,910
1 8,002
972
2,673
Building Area =
94,230
SQ-FT
Driveway Area =
39,093
SQ-FT
Driveway Area includes
House Sidewalks
Roads:
Road Areas =
88,643
SQ-FT
Sidewalks:
Length: 5,218
FT
Width: 4
FT
Sidewalk Area =
20,872
SQ-FT
Trails:
Length: 286
FT
Width: 6
FT
Trail Area =
1,716
SQ-FT
Misc.:
Bus stops & Mail kiosks: 300
SQ-FT
Basketball Court: 5,142
SQ-FT
Playground: 1,250
SQ-FT
Misc. Impervious Area=
6,692
SQ-FT
Total Phase 2 Impervious Area =
251,245
SQ-FT
5.77
AC
Future Phases
Total Future Impervious Area = 65,729 SQ-FT
1.51 AC
Total Build -Out
Total Impervious Area = 609,796 SQ-FT
14.00 AC
Percent Impervious Area= 39%
1 ,r O V E
OCT 282013
aY:

Knox Landing - Drainage Area 2 - North Pond - Impervious Area
Total Drainage Area= 510,394 SQ-FT
11.72 AC
Phase 1
On -Site Drainage Area = 494,806 SQ-FT
11.36 AC
Buildings 1 Driveways:
Building Tvoe:
9 Units
Building Area 1 Unit
Total Building Aroa
Driveway Area 1 Unit"
Total Driveway Area
107a
3
3,192
9,577
1,302
3,907
107b
3.75
3,297
12,363
1,302
4,883
107c
4
3,330
13,319
1,307
5,227
109
3
3,606
1 10,819
1 2,090
6,271
111
1.5
2,694
4,041
825
1,237
112
3.25
2,910
9,457
972
3,159
Building Area =
59,576
SO -FT
Driveway Area =
24,684
SQ-FT
Driveway Area includes House Sidewalks
Road
Road Areas =
47,718
SQ-FT
Sidewalks:
Length: 3,034
FT
Width: 4
FT
Sidewalk Area =
12,135
SQ-FT
Trails:
Length: 156
FT
width: 6
FT
Trail Area =
934
SQ-FT
Misc.:
Bus stops & Mail kiosks: 0
SQ-FT
Park Courtyard: 0
SQ-FT
Playground: 650
SQ-FT
Misc. Impervious Area=
650
SO -FT
Camp Knox Road
Existing Road Area =
5,694
SQ-FT
Total Phase 1 Impervious Area = 151,391 SQ-FT
3.48 AC
Off -Site
Off -Site Drainage Area = 15,588 SQ-FT
0.36 AC
Future Phases
Total Build -Out
Camp Knox Road
New Road Area (By Others) = 1,800 SQ-FT
Total Future Impervious Area = 20,000 SQ-FT
0.46 AC
Total Impervious Area = 173,191 SQ-FT
3.98 AC
Percent Impervious Area= 34%
NOV 2 5 2013 k
6Y:._

Knox Landing - Drainage Area 2 - North Pond - Wet Pond Calculations
Drainage Area:
Total Drainage Area =
11.72
AC
Existing Impervious Area =
0.13
AC
Proposed Impervious Area =
3.85
AC
Total Impervious Area =
3.98
AC
Percent Impervious =
33.9%
Permanent Pool Depth =
4
FT
Pond Surface Area:
SA 1 DA Ratio =
3.01
Surface Area Required = 15,363 SQ-FT
0.35 AC
Surface Area Provided = 21,111 SO -FT
= 0.48 AC
(Average Depth calculated from pond configuration)
( Taken from NC DENR BMP Manual SA 1 DA Ratios
for Coastal Counties - Table 10-4. )
( SA/DA Ratio 1 100 ' Drainage Area )
( From wet pond stage -storage tables )
Volume to be Controlled:
Volume (V) =
Design Rainfall . R_v " Drainage Area
Volume associated with 1.5" of rainfall.
R_v = 0.05 + 0.009'
1 1 = Percent Impervious =
R_v =
0.355
Design Rainfall =
1.5 IN
Drainage Area =
11.72 AC
Volume (1.5') =
0.52 AC -FT
22,674 CU-FT
Drawdown Time Calculations:
Temporary Pool Depth: 1.25 FT
Average Head on Orifice: h = 0.42 FT
Orifice Equation = Q = C_d . A " (2'g'h)^1/2
C d =
0.6
2-IN ORIFICE
A =
0.022 SQ-FT
Q =
0.07 CFS
V/Q =
334,388 SECONDS
=
3.87 DAYS
2.5-IN ORIFICE
A =
0.034 SQ-FT
Q =
0.11 US
V/Q =
214,008 SECONDS
=
2.48 DAYS
3-IN ORIFICE
A =
0.049 SQ-FT
Q =
0.15 CFS
VIQ =
148,617 SECONDS
—
1.72 DAYS
3.5-IN ORIFICE
A =
0.067 SO -FT
Q =
0.21 CFS
V/Q =
109.188 SECONDS
=
1.26 DAYS
34%
Therefore a 2.5-IN Orifice will provide acceptable drawdown time
NOV 14 2013

Knox Landing - Drainage Area 2 - North Pond - Wet Pond Stage -Storage Tables
ELEVATION
(11-0
SURFACE AREA
(SQ FT)
ELEV. VOLUME
(CU F'I)
SUB -VOLUME
(CU Fr)
VOLUME
(AC F I-)
2.00
7,650
0
0
0.00
3.00
8,713 "
8,176
9,176
0.00
4.00
9,835
9,268
17,444
0.40
5.00
11,013
10 418
27,861
0.64
5.40 1
11,501
4,502
32,364
1 0.74
6,00
13 41 1
7 466
39,930
1 0.91
7.00
16,893
t 5,112
54,942
1.26
7.50
21,111
9478
64A19
148
8.00
24,451
11,380
75,800
1.74
8.75
26,531
19,113
94,912
2.18
9.00
27,237
6,721
101,633
2,33
10.U0
1 30,123
28,667
130,301
2.99
11,00
1 33109
31604
161.905
3,72
12.00
1 36,196
34,641
196 546
1 4,51
Forebay Volume its a Percentage or'Ioial Pond Volume - 21.9 %
The following illustrates the stage-slonge lable broken down into rorebay stage -storage
and main pond stage -storage,
Averaec Depth Calculations:
Option 2: Fquation on page 10-13 from NC DFNR RMP Manual,
Area of PP =
21,1 1 1
SQ-F1'
PP Flevation =
750
Area or 13ottom Shelf=
10,883
SQ-I,I'
Bottom Shelr Elevation =
7.00
Atca of Bottom fond =
7,650
SQ-FT
Rouom Pond Elevation=
2.00
Depth =
5.00
ET
Depth (av) = 4.08 FT
MAIN BASIN STAGE STORAGE TABLE Temporary StoraLe Volume Calculations:
FLFVATION
r• r)
SURFACE AREA
(SQ I. r
ELEV. VOLUME
Cu 1-1.
sull-VOL11M1
Cu 171,
2.00
6,339
0
0
3.00
7,101
6.716
6,716
4.00
7,891
7,492
14,209
5.00
9,710
8,297
22,5'
5.40
9,045
3,551
26,057
6,00
10,343
5.812
3 1869
7.00
12,649
11,477
43,345
7,50
15,331
6,994
50.329
FOREBAY STAGE -STORAGE TABLE
],[,EVA'rION
1-1'
SURFACE AREA
S 1-1'
ELEV, VOI,UNtl
CU 171'
SUIT-VOLUMI:
CU F I'
2,00
1,341
0
0
3.00
1,613
1,459
1,459
4.00
1,944
L775
3.235
5.00
2,304
2,121
5,350
5.40
2,456
952
6,307
6.00
3,068
1,654
7961
7.0
4,234
3,635
11.597
7,50
5,780
2,494
14.090
Required 1.5" Runoff Volume = 0.52 AC F l'
22,674 CU FT
Temp. Pool VOILIIII C k Pernr, Pun] Volume- 87,093 CU FT
Find Exact Corresponding IMIP Surface Elevation:
Next Lower Pond Contour = 8
Next Hi Pond Contour = 9
LowciContourVolume = 75,800
nigher Contour Volume = 101,633
Corresponding EMP
Surface Elevation - 8.44
Top of Nvall Elevation= 8,75
Tempnrar} Pool Volume Provided = 30,493
"hemporury Paul Area Provided - 26,531
NOV 14 2013 F

Knox Landing - Modified Headwall at Level Spreader
Drawdown Time Calculations:
Height of Diverter Concrete Wall: 1.00 FT
Average Head on Orifice: h = 0.33 FT
Orifice Equation = O = C_d' A' (2'g'h)^112
C d = 0.6
8-IN ORIFICE A = 0.349 SO -FT
Q = 0.97 CFS
North Pond
Two 8" orifice outfall from Modified Headwall to Level Spreader on same side of Headwall
South Pond
Two 8" orifice outfall from Modified Headwall to Level Spreader, one on each side of Headwall
� 252013
Y

; -W
Worksheet for North 10 vr
Friction Method Manning Formula
Solve For Normal Depth
Roughness Coefficient
0.078
Channel Slope
0.01000
Tuft
Left Side Slope
3.00
ft/ft (H:V)
Right Side Slope
3.00
fVft (H:V)
Bottom Width
8.00
ft
Discharge
25.63
W/s
Normal Depth 1.23 ft
Flow Area 14.34 ft2
Wetted Perimeter 15.76 ft
Hydraulic Radius 0.91 ft
Top Width 15.36 ft
Critical Depth 0.63 ft
Critical Slope 0.11222 fVf t
Velocity 1.79 ft/s
Velocity Head 0.05 ft
Specific Energy 1.28 ft
Froude Number 0.33
Flow Type Sulocritical
777�
\,�,jn�ut-D66,1ri�""' ��-77777
Downstream Depth
0.00
ft
Length
0.00
ft
Number Of Steps
0
GVF,,,!',Odtput4Djt
........ ....
Upstream Depth
0.00
ft
Profile Description
Profile Headloss
0,00
ft
Downstream Velocity
Infinity
ft/s
Upstream Velocity
Infinity
ft/s
Normal Depth
1.23
ft
Critical Depth
0.63
ft
Channel Slope
0.01000
..
f t/ft
..........
Bentley Systems, Inc. Haestad Methods Softdjdtef&Fh2iW aster V8i (SELECTseries 1) [08.11.01.03]
1112012013 11;36;41 AM
27 Siernons Company Drive Suite 200 W Watertown, CT
06795 USA +1.203-755-1666
Page—`!!,qofa r2
NOV 2 5 2013

11
Workshee# for North 10 yr
GVFOutputData'��,� .i� 999i 3.tle 9�i�iai ei1 qe r�4 �,:�` =� 8 iI �,E�:�"4` ai
Critical Slope
0.11222 fl/ft
Bentley Systems, Inc. Haestad Methods Saertirditf owMaster V8i (SELECTseries 1) 108.11.01.031
1112012013 11:36:41 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA [phone] Page 2 of 2
NOV 2 5 2013

Knox Landing - South Pond - Impervious Area
Total Drainage Area= 650,127 SO -FT
14.92 AC
Phase 1
Buildings 1 Driveways:
Building Type:
# Units
Building Area 1 Unit
Total Building Area
Driveway Area / Unit"
Total Driveway Area
107a
5
3,192
15,962
1,302
6,511
107b
4.5
31297
14,836
1,302
5,860
107c
5.5
3,330
18,314
1,307
71187
109
8
3,606
28,851
2,090
16,722
111
3.5
2,694
9,429
825
2,887
112
1
21910
2,910
972
972
Roads:
Sidewalks:
Trails:
Misc.:
Future Phases
Total Build -Out
Building Area =
90,302
SQ-FT
Driveway Area =
40,139
SQ-FT
Driveway Area includes
House Sidewalks
Road Areas =
85,833
SQ-FT
Length: 3,857
FT
Width: 4
FT
Sidewalk Area =
15,426
SQ-FT
Length: 156
FT
Width: 6
FT
Trail Area =
934
SQ-FT
Sus stops & Mail kiosks: 0
SQ-FT
Park Courtyard: 0
SQ-FT
Playground: 650
SQ-FT
Misc. Impervious Area=
650
SQ-FT
Total Phase 1 Impervious Area =
233,284
SQ-FT
5.36
AC
Total Future Impervious Area = 10,000 SQ-FT
0.23 AC
Total Impervious Area = 243,284 SQ-FT
5.59 AC
Percent Impervious Area= 37%
qt C E 0 V E
OCT 2 8 2013
BY:

Knox Landing - South Pond - Wet Pond Calculations
Drainage Area:
Total Drainage Area =
14.92
AC
Existing Impervious Area =
0.00
AC
Proposed Impervious Area =
5.59
AC
Total Impervious Area W
5.59
AC
Percent Impervious =
37.4%
Permanent Pool Depth =
4,5
FT
Pond Surface Area:
SA / DA Ratio = 2.94
Surface Area Required = 19,114 SQ-FT
= 0.44 AC .
Surface Area Provided = 23,098 SQ-FT
0.53 AC
(Average Depth calculated from pond configuration)
( Taken from NC DENR BMP Manual SA / DA Ratios
for Coastal Counties - Table 10-4. )
( SA/DA Ratio / 100 ' Drainage Area )
( From wet pond stage -storage tables )
Volume to be Controlled:
Volume (V) = Design Rainfall ' R_v ' Drainage Area
Volume associated with 1.5" of rainfall.
R_v = 0.05 + 0.009 ' I I = Percent Impervious =
R v = 0.387
Design Rainfall = 1.5 IN
Drainage Area = 14.92 AC
Volume (1.5") = 0.72 AC -FT
31,433 CU-FT
Drawdown Time Calculations:
Temporary Pool Depth: 1.30 FT
Average Head on Orifice: h = 0.43 FT
Orifice Equation = Q = C_d ' A ' (2'g'h)At /2
C ri =
0.6
2-IN ORIFICE
A =
0.022 SQ-FT
Q =
0.07 CFS
V/Q =
454,559 SECONDS
=
5.26 DAYS
2.5-IN ORIFICE
A =
0.034 SQ-FT
Q =
0.11 CFS
V/Q =
290,918 SECONDS
=
3.37 DAYS
3-IN ORIFICE
A =
0.049 SQ-FT
Q =
0.16 CFS
VIQ
202,026 SECONDS
=
2.34 DAYS
3.5-IN ORIFICE
A =
0.067 SQ-FT
Q =
0.21 CFS
VIQ =
148,427 SECONDS
=
1.72 DAYS
Therefore a 3-IN Orifice will provide acceptable drawdown time
37%
OCT 2 e 2013
BY:

Knox Landing - Drainage Area 3 - South Pond - Wet Pond Stage -Storage Tables
ELEVATION
(Fn
SURFACE AREA
(SQ FT)
EI,EV, VOLUME
(CU 1-1')
SUB-VOLUMF
(CU I-f)
VOI,UME
(AC Irf)
-4.00
7,067
0
0
0.00
-3.00
8,012
7,531
7,531
0.00
-2.00
9.053
8.524
16,055
0.37
.1.00
10,187
9,611
25,667 1
0,59
0.00
11,416
10,793
36,460
0.84
0.40
11.934
4.669
41.129
0.94
1.00
14,009
7,772
48,901
1.12
2.00
17,923
15,916
64,818
1.49
2.50
23,098
10.223
75,041
1.72
3.00
26.661
12.429
87.470
2.01
3.80
29024
22,267
109.737
2,52
4.00
29.624
5,865
115.602
2.65
5,00
32,688
31,144
146.746
3.37
6.00
35,852
34,258
181,004
4.16
7.00
39,117
37,473
219,477
5.02
Forebay Volume as a E'crcentage of'fowl fond Voltnnc - 21.79,1.
The following illuslmtcs the stage-sicnrge sable broken down iota Bombay stage -storage
and main pond stage -storage,
MAIN BASIN STAGE STORAGE TABLE
FLEVA"1'10
SUREACI;AREAI?I,U.VOLUMESull-VOLt1Ml
S PC
Clj Ff
(Cl.) FI'
-4.06
6,609
0
0
-3.00
7,265
6,934
6,934
-2.00
7.9.19
7,604
14,539
-1.00
8.662
9.303
22,842
0,00
9,403
9,030
31,871
0,40
9,707
3.822
35.693
1.00
10.889
6.176
41,869
2.00
13,001
11,930
53.799
2.50
15,643
7.151
60,949
FOREBAY STAGE -STORAGE TABLE (I -North)
1?Ll'.VA'I'ION
(Ff
SIJRFACEiARI:A
S E-I'
BEEN. VOl-UN11
(CU FT
SUB-VOLUN11
Ctl l T
-1.00
265
0
0
-3.00
417
338
338
-2.00
601
506
844
-1.00
819
707
1,551
0.00
1.070
941
2.493
0.40
1.179
450
2.942
1.00
1,035
840
3.793
2.00
2,551
2.076
5.859
2.50
3J03
1,587
7.446
FOREBAY STAGE -STORAGE TABLE (2-South)
EU'VATIO
(FI'
SHR1 ACli AREA
S FD
FLEV. VOLUMI
SUIT-VOLUN11
I (CU 1711
-4.00
193
0
0
-3.00
331
259
259
-2.00
502
414
672
-1.00
706
601
1,274
0.00
944
822
2,096
0.40
1.048
398
2,494
1,00
1.486
756 1
3.250
2,00
2370
1.911
5,161
2.50
3.613
1.495
6,646
Averasc Depth Caleuiations:
Option 2: Equation on page 10-13 Siam NC DEN BMP Manual.
Area of PP=
23,098 SQ-FF
PP Elevalion=
2.50
Area of Bottom Shelf-
17,923 SQ-1-1'
Bottom Shelf Elcvalion -
2.00
Area of Bottom fond =
7,067 SQ-l. I'
Bottom Pond Elcvalion =
4.00
Dcpth =
6.00 FT
Depth (av) = 4.63 FF
Tcmnorary Storage Vnlumc CalCuiations:
Required 1.5" Runaff Volume= 0.72 AC F-I'
31,433 CU FT
Temp. foul Volume+ Penn. Pool Volume= 106,474 CU 171'
Find Exact Corresponding IS,NSP Surface ISlevalium
Next Lower Pond Contour = 3
Next higher fond Contour = 4
Lower Contour Volunx: = 87,470
EligherConiourVolume = 115,002
Corresponding ISdIP
Surface Elevat]un = 3.68
Top of Wall Elcvalion= 3.80
Temporary fool Vulame Provided = 34,696
Temporary 1'nol Arco Provided = 29,024
1 �
NOV 14 2013 t
BY:

Worksheet for South 10 yr
Friction Method Manning Formula
Solve For Normal Depth
Input �8ta I'w , 4 ,'� . �.,i 3.� 3 � �% � az'�.t F '�yi'3a 6�i , � �'?,'%' i�3 i��;g la ai ['t�➢ 6�: di` xF lix;. ,,t.
Roughness Coefficient
0.078
Channel Slope
0.01000
ft/ft
Left Side Slope
3.00
ft/ft (H:V)
Right Side Slope
3.00
ft/ft (H:V)
Bottom Width
16.00
ft
Discharge
33.30
ft3ts
r']c� ♦ [ a - 3 t t
i ;
Normal Depth
1.01 ft
Flow Area
19.31 ft2
Wetted Perimeter
22.41 ft
Hydraulic Radius
0.86 ft
Top Width
22.08 ft
Critical Depth
0.50 ft
Critical Slope
0.11636 ft/ft
Velocity
1,72 ftts
Velocity Head
0,05 ft
Specific Energy
1.06 It
Froude Number
0.33
Flow Type
Subcritical
_GVF Input Data- -
a,
Downstream Depth
0.00 ft
Length
0.00 ft
Number Of Steps
0
GVF Output Data
13. °,", i"�"':>�..�11 `S"!ti""� Ystn±'.wrTnn'+'.."m.,'.!: �.% s.""""'"°7+n'"'"•y"°"`"'"'""w'.,.�. _
r�
s�^w^st
Upstream Depth
0.00 ft
Profile Description
Profile Headloss
0.00 ft
Downstream Velocity
Infinity fUs
Upstream Velocity
Infinity fits
Normal Depth
1.01 ft
Critical Depth
0.50 ft
Channel Slope
0.01000 ft/ft
Bentley Systems, Inc. Haestad Methods ScBdiritefFh1wMaster
V8i (SE LECTseriesyl),[08.11.01.03],
11/2012013 11:36:32 AM
27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA [phone] p Page ►L 1. of 'i

Worksheet for South 10 yr
F OUf,LIt Dada t h�' ii'E�3 1z f[ef6 Za.� s3� ,7( tr.
"1
Critical Slope
0,11636 fUft
Bentley Systems, Inc. Haestad Methods SoHdNhtfCFixtwMaster V8i (SELECTseries 1) 108,11,01.031
1112012013 11:36:32 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755.1666 Page 2 of - � 1
�l;Y:

DIEFFENBAUCH & HRITZ
157,
August 12, 2013
Mr. Derek Baalbergen, PE,
Littlejohn Engineering Associates
1935 21" Avenue South
Nashville, TN 37212
Re: Knox Landing
Seasonal High Water Table Determination
And Infiltration Testing
Camp Lejeune, North Carolina
D&H Project No. 1301I0
DIEFFENBAUCH & HRn Z, PLLC
543 Keiser Drive Suite 104
Cary, NC 27518
Office: 919-615-1758
Fax: 91"15-2627
Engineer License - P-1171
Dieffenbauch & Hritz, PLLC (D&H) has conducted a soil evaluation to determine the approximate depths
to a seasonal high water table (SHWT), if present, as well as conducted infiltration testing at the proposed
Knox Landing neighborhood expansion project site on July 29, August 2, and August 6, 2013.
Project Description
The project site includes areas on the east and west sides of Camp Knox Road and an area south of the
eastern end of Boston Road at Camp Lejeunc, North Carolina. This evaluation was conducted to obtain
subsurface information of the in -place soils for the proposed stormwater BMP areas. Two infiltration tests
were conducted as part of this evaluation. The project site is includes undeveloped forested areas and a
maintained road side ditch.
SHWT Evaluation
The soil evaluation was performed by advancing hand auger borings at ten locations determined by
Littlejohn Engineering Associates. The evaluation included recording the soil morphological
characteristics in order to develop soil profiles descriptions and determine approximate SHWT depths.
The hand -auger borings were terminated at 48-108 inches below the ground surface (BGS). An apparent
water table was observed at borings S13-3 and SBA at depths ranging from 16 to 20 inches BGS. SHWT
depths were estimated based on soil characteristics including actual moisture content in the soil (if
observed) and through identification of low chroma redoximorphic features (mottles). The low chroma
mottles suggest past conditions of saturation and reducing soil conditions. The SHWT estimations by soil
indicators are based on secondary evidence observed in the soil and not on direct water table measurements.
The approximate depths to SHWT are presented in Table 1.
ECEVIE,
r�
OCT 2 8 2013
0Y:

Table 1. SHWT Estimates on Jul 29 Au usi 2 and -August 6, 2013.
Site _ SHWT Depth
Number_ E inches BGS
Apparent Water Table
De th. inches.BGS .. ._
Bio-Retention Area BorinZs
32 _
Not Observed
SB-2
30
Not Observed
SB-3 "-
16
- 32
SB_4__
_ _ 20
32
KL136 North Pond
SBNP-1
NIA* _
_ Not Observed_.
SBNP-2
60
Not Observed" "
SBNP-3
NIA*
Not Observed
IKL136 South Pond
-SBNP-1-
— 82 -_- —
Not 06served-
SBNP-2
78
Not Observed
SBNP-3
75 -
Not Observed
*Unable to determine SHWT depths at these locations due to low-
chroma parent material present.
Infiltration Testing
Infiltration rates were measured at two boring locations on the project site on August 6, 2013. One test was
conducted between the proposed bio-retention basins 1 and 2 and one test between basins 3 and 4. The
saturated hydraulic conductivity (Ksat) measurements were conducted with an Amoozemeter" compact
constant head permeameter. The Ksat measurements were conducted in the unsaturated material above the
apparent water table (if observed) on August 6, 2013. The in -situ Ksat values were calculated based on
field measurements using the Glover Equation. The infiltration test results are presented in Table 2.
Table 2. Infiltration test results conducted on.Augusi6; 2013.
' Test
Location
Soil Texture
_ _
In -Situ testing depth
BGS. inches
In -situ Soil Permeability
inches/hour
SB I-2
Cla
35- _ -�
- -0.0 -- -
SB 3-4 ~
clay-
20 ._
0.008
Infiltration rates and SHWT depths may vary within the project site due to changes in elevation and
subsurface conditions.
Dieffenbauch & Hriti _ 2
f'1-EC,E3VEi'-,
OCT 8 2013 '
C-Y-

Closing
D&H appreciates the opportunity to provide our services to you on this project. If you have any questions or
comments on any aspects of this letter report, please contact me at [phone] or email at
[e-mail].
Sincerely,
DIEFFENBAUCH & H UT4 LLC
Josh Witherspoon, LSS
Environmental Scientist
Dieffcnbauch & Hritz 3
C' F. PE.,
OCT 2 8 2013

A
0 Ole, cAe,
4
EXHIBIT A
LEGAL. DESCRIPTIONS
Exhibit
No. Property
A-1-1 Cherry Point: Grants Landing housing
A-1-2 Cherry Point: Slocum Village Community Center
A-1-3 Cherry Point: Slocum Housing
A-2 Stewart Terrace Parcel
A-3-1 Camp Lejeune: Berkeley Manor
A-3-2 Camp Lejciinc: Boy Scout Road
A-3-3 Carnp Lejeune. Courlhouse Bay
A-3-4 Camp Lejeune: Knox Mobile Home Park
A-3-5 Camp Lejeune: New River Enlisted Housing
A-3-6 Camp Lejeunc: New River Officer Housing
A-3-7 Camp I.,ejeune: Old Hospital Point
A-3-8 Camp Lejeune: Paradise Point North 1
A-3-9 Camp Lejeunc: Paradise Point North 2
A-3-1 p Camp Lejeune: Paradise Point South
A-3--1 1 Camp Lejeunc: Tarawa Terrace I
A-3-12 Camp Lejeune: Watkins Village
A-3-13 Camp Lejeune: Scales Creek
A-4 Stewart Transfer Parcel
A-5 Tarawa "Terrace Li
A-6 Grants Landing Apartments
A-7-1 Cherry Point Pliase 11: Grants Landing Housing
A-7-2 Cherry Point Phase II: Nugent Cove
A-7-3 Cherry Point Phase U: Binder Oaks
A-7-4 Cherry Point Phase II: Hancock Village
A-7-5 Cherry Point Phase IT: Slocum Village II _.
A-7-6 Cherry Point Phase II: Grants Landing Sign
A-8-1 Camp Lejeune Phase Il: Watkins Village
91004-4410FGA1.13386598.9
Exhibit. A -I
OCT 282013
BY:

A-8-2 Camp Lejeunc Phase 11: Paradise Point
A-8-3 Carnp Lejeune Phase 11: Midway Park
A-8-4 Camp Lejeune Phase II: New River Officers (Douglass
Road)
A-8-5 Carnp Lejeune Phase II: Stone Street Lay -Down Area
A-8-6 Camp Lejeune Phase IL Autumn Oval and Brewster Sign
A-8-7 Camp Lejeune Phase 11: Courthouse Bay Sign
A-9-8 Camp Lejeune Phase If: Seth Williams and Charles Street
Sign
A-8-9 Camp Lejeune Phase It: Stone Street and Seth Williams
sign
A-8-10 Camp Lejeune Phase II: Tl'1 Maintenance Buildings
A-9-1 Carnp Lejeune Phase III: Midway Park
A-9-2 Camp Lejeune Phase III: Tarawa Terrace 1I and III
A-9-3 Camp Lejeune Phase fit: Paradise Point Maintenance
Facility
A-10-1 Cherry Point Phase Ill: Nugent Cove
A-10-2 Chcrry Point'Pliase III: Grant's Landing Community
Center
A-10-3 Cherry Point Phase III: Fort Macon Village
A-10-4 Cherry Point Phase III: Slocum Village —Urea 2
A-10-5 Cherry Point Phase III: Dawson (Lanham) — Area 1
A- 11 Westover Parcel
A-12-1 Cherry Point Phase III Slocum Village Area 1 Delayed
Parccl
A-12-2 Cherry Point Phase III Slocum Village Area 3 Delayed
Parcel
A-12-3 Cherry Point Phase III Slocurn Village Area 4 Delayed
Parcel
A-12-4 Cherry Point Phase III Slocum Village Area 5 Delayed
Parcel
A-12-5 Cherry Point Phase III Slocum Village Area 6 Delayed
Parcel
A-] 2-6 Cherry Point Phase III Slocum Village Area 7 Delayed
Parcel
Exhibit A-2
91 004-001 41LEGAL 13386599.9
'^ :� OCT 2 8 2013

A-12-7 Cherry Point Phase III SlocurnVillage Area 9Delayed
Parcel
A-] 3-1 Cherry Point Phase III Lawson (Lanham) Area 2 Delayed
Parcel
A-13-2 Cherry Point Phase III Lawson (Lanham) Area 3 Delayed
Parcel
Exhibit A-3 u A 4_ -'` ez g''-
95004-9414/LEGAl,13386598.9 OCT 28
200
I R M1h

Execution Copy
SECOND AMENDED AND RESTATED
REAP, :ESTATE GROUND LEASE AND
CONVEYANCE OF FACILITIES
UNITED STATES OF AMERICA,
:r)E PARTMENT OF THE NAVY
"Government"
and
ATLANTIC MARINE CORPS COMM'UNIT:iES LLC
"Lessee"
October 1, 2007
91004-0014ILF.GAL 1338G59B.10
ECEOVE?
x
F
A OCT 282013
i::,
t;Y:

AGREEMENT
NOW, THEREFORE, in consideration of the foregoing, of the mutual promises and
covenants set forth below, and for other good and valuable consideration, the receipt and
sufficiency of which are hereby acknowledged by the Parties, and subject to the terms,
conditions, covenants and agreements set forth in this Lease, the Parties hereby continue, amend
and restate the Amended Ground Lease in its entirety and agree as follows:
1. LGASF, OF LAND AND CONVEYANCE O1+ EXISTING IMPROVEMEN`FS
1.1 The Government does hereby lease, let, demise and rent exclusively to Lessee, and
Lessee does hereby rent and lease from the Government, its rights, title and interest, on
the terms and conditions set forth herein, in certain land including: the Cherry Point
North Carolina Parcel, as more particularly described in Exhibit A -I (the "Cherry Point
Parcel"), the Stewart Terrace New York Parcel, as more particularly described
in Exhibit A-2 (the "Stewart Terrace Parcel'), -:the Leje.6'n :;Nortli.Carolina I'arccl; as
more particularly:desctibed"in Lxliibit'A�3 (t[ie :"I:ejeuire. Parcel'); the Stewart New
York Transfer Parcel, as more particularly described in Exhibit A-4 (the "Stewart
"Transfer Parcel"), the Camp Lejeune North Carolina Tarawa Terrace Parcel, as more
particularly described in Exhibit A-5 (the "Tarawa Terrace Parcel"),. the Cherry Point
North Carolina Grants Landing Apartments Parcel as more particularly described in
Exhibit A-6 (the "Grants Landing Apartment Parcel"), the Cherry Point North
Carolina Parcel Phase Il, as more particularly described in Exhibit A-7 (the "Cherry
Point Parcel Phase II"), the Lejeune North Carolina Parcel Phase II, as more
particularly described in Exhibit A-8 (the "Lejeune Parcel Phase II"), the Lejeune
North Carolina Parcel Phase 111, as more particularly described in Exhibit A-9 (the
"Lejeune Parcel Phase 111"), the Cherry Point North Carolina Parcel Phase 111, as more
particularly described in Exhibit A-10 (the "Cherry Point Parcel Phase 'III"), the
Westover Massachusetts Parcel, as more particularly described in Exhihit A-] I (the
"Westover Parcel'), each of which is attached hereto and made a part hereof and
depicted upon the surveys attached at Exhibit B-1 through R-I I respectively (and
collectively referred to as the "Parcels"); (collectively, the Parcels are referred to as the
"Land;" those Parcels described in Exhibits A-7-1 through A-7-6 and Exhibits A-8-1
through A-8-10 and depicted upon the surveys attached as Exhibits B-7-1 through B-7-6
and Exhibits B-8-1 through B-8-10 are collectively referred to as the "Phase If Parcels"
and those parcels described in Exhibit A-9-1 through A-9-3, Exhibits A-]0-1 through A-
10-5 and Exhibit A-1 I and depicted upon the surveys attached as Exhibit B-9-1 though
B-9-3, Exhibits B-10-1 through B-10-5 and Exhibit B-1 ] are collectively referred to as
the "Phase III Parcels") attached hereto and made part hereof; together with all and
singular the appurtenances, rights, privileges and casements unto the Land belonging or
in any way thereto appertaining including, but not limited to, the right of access to and
use of the streets, roads, electric, gas, telephone, water and sewer facilities now or in the
future appurtenant to, servicing or benefiting the Land (collectively, the
"Appurtenances"), Fee title to the Land shall rcmain vested with the Government. In
addition to the foregoing, upon the Government's notice to the Lessee of the availability
of one or more Delayed Commencement Parcels, the Government shall lease to Lessee,
on the tcrnis and conditions set forth herein, the Delayed Commencement Parcels, which
-4-
9 ! 004-0014/LF.GA L 1338559a.10
CE9VE-
y OCT 2 8 2013 w
l�
1, Y:-- -- -

IN WITNESS WHEREOF, the Government and Lessee have executed this Lease to be effective
as of the date first written above.
WITNESSES:
�o... t-o-�--
Name: gyp- e o Le
.-
Hartle: 5,r. 1 Fiurr)r vil+v
DISTRICT OF COLUMBIA } ss.
GOVERNMENT:
UNITED STATES OF AMERICA
By: _
Scott I orrest, Director
Special Venture Acquisition Program
Naval f:acifities Engineering Command
Department of the Navy
The foregoing instrument was acknowledged before me on the ��lay of
rvlh{1-- , 2007, by Scott Forrest, Director of the Special Venture Acquisition Program,
Naval facilities Engineering Command of the Department of the Navy on behalf' of the United -
States of America.
My Commission Expires
Notary Publie in and for
the said county and said state
Notary's Typed or Printed Name
Elizaboth T. McMahon
Notary Public, District of Columbia
My Commission Expires3.14.20lu
ISIGNATL; RE PAGE Td tiEAI, ESTATE GROUND LEASE AND CONVEYANCE OF' FACILITIES)

Name: CJu�� 1{arris
DIS-'fMT &F-COL-UMBIA } ss.
sTCJ�e CFn(WJCKC4 }
YYNQY6S CCU
LESSEE:
Atlantic Marine Corps Communities LIC, a
Delaware limited liability company
By: AMCC Managing Member LLC, a
Delaware limited liability company,
its managing mctrtber
By: Aetus Lend Lease Holdings LLC, a
Delaware limited liability company,
its sole member
Name: .An EIKiwS
Title: Saltiotr vic.-
The foregoing instnunent was acknowledged before me on the Z$ day of
ScyAr-mbcr 2007, by a0huav S a ht(YUifP [[j _Actus Lend Lease
Holdings LLC, a Delaware limited liability company, the sole member of AMCC Managing
Member LLC, a Delaware limited liability company, the managing member of Atlantic Marine
Corps Communities LLC, a Delaware limited liability company, on behalf of such limited
liability companies.
Notary ublic in and or
the said cowtty and said state
_ cligsw mrrmi*
Notary',z Typed or Printer[ Name
My Commission Expires 10-03•22
(SIGNATURE PAGE To REAL. ESCA-rr. GROUND LEASE AND CONVEYANCE OF FACILIrsHsl
OCT 2 8 2013

HCTES
L ALL DISTANCES ARE HORIZONTAL GROL
FEET UNLESS OTHERMSE SHOM.
2. BEARINCS BASED CN NC CkD (NADBD
3. REFERENCES AS SNOW
{. SUROEIDR HAS MADE NO WAC3TREATICN di INDEPENDENT
SEARCH FOR EASEMENTS OF RECCND. ENCUMBRANCES.
RESTRICTRE COVENANTS, 0.17RSNIP, TIRE TIVOENCE, OR
ANT OTHER FACTS THAT AN ACL01RA7E AND CURRENT TILE
SEARCH MAY EISCLOSE-
S SL8SURF.CE -0 flINRONUEN AL CONDtTKhS WERE NCI
E AMRHETD OR CC"TERFD AS A PART OF THIS SURVLY. NO
STATEMENT IS MADE CONCERNING THE EXISTENCE OF
UNDERORWND OR OVERHEAD CONTAINERS OR FAOLITES
HAT MAY AFFECT THE USE OR DEVELOPMENT OF T95
TRACT.
5. TIE EXISTENCE OR NONEICSTENCE OF METLANDS ON
SUBJECT PRoPEATY HAS NOT BEEN CETERMINEO BY THIS SURREY,
7. 5/A-IRON RODS Y1H ALUMINUM CAPS SET AT ALL LOT CORNERS
AN0 BOIAnARY CCRNEFUL
& PUBLIC WATER ANO SEWUt SEANCES
9. THIS PROPERTY LIES IN ZONES A,C AS SCALED FROM FIRM
cwvUNITY PANELS 3703A0 031M RERISED JILT 2. 1987.
OVERALL
NOT TO SCALE
V N42V C EL-rL-/
243 NORTH FRONT STREET
WILMINGTON, NORTH CARC(JNA 28401
TESE: ,10W 25T-6665
FAX: 9T0] 794-1154
N
W "T
S
/CaLOArOtr
@lYAlO1IIOl09R
VC[NITY MAP — NOT TO SCALE
rail �
C DAX0 L AWES A PLS L-357Z
CERRFY THAF T4S PUT WAS DRAW MNT1£R MY
VA- RAWPON FROM AN ACMSURE MADE
UNDER MY SMPERWSiW FROM W£ORMADON
SIOW IN Dk20 00L AND ((R) YAPS
RVVMNCM Sl1N Nr5 PLA F, MAr LNES NOT
AC,L r SURFErtD APPEAR AS RPCAVV LREES
MD OERE PLOTTED FROM LVFORMA NON AS N07 D
OV nl£ PUT,, FIAT 7N£ RA 710 O' PR£CISTOV AS
GL ND BY u RTGDES AND DEPARrMRES WAS
OPEAmr MAN r-$A003 OiAT THE AREA 7S
O ARED WARY `CCaW TE YEAIA7 i1L1T TEES FSAT WAS
S.
M MESS MYO ICNAL GNA n)RC OLICENZ•T0
NUMSM AND SEAL nNS 7Ne_�___DAY ❑F J.
pFES51p., Vy�
GFhL 7E
PRpFSSIOVAL n n RwE . L-S672
GS 47-W (r) (11) R 4 Z
NOS SURVEY AS LOCATED Rr A PORnW Or A CWNTY OR UUWaPAiJTY
THAT / IRLRECU.A TED AS M AN OPO'HATlfF THAT ACE rES PARCELS
Or Lv1D. -
DATaJ L Al L-3672
PRQ�FS90NAL D suw YOR
ME NC DRm COORANA rES ygAN ON 7W PUT HER£ DERr1EO RY REAL
nYE A:fNLYAn7 DTFFERFN7�I���y �b£RVATIONS USP/G TNO TRIMBLE
,57DD/SRDO R£CdlERS BASEb W NCGS YOVffMENT 'TERRM'CE-
AVERAGE sc.Au FALTER
STATE Or NOR& CAROLNA
COUNTY Or
RELYW OrrT Of
cm,' awrM7 TO 7HE BEST Cr MY
ANONIXZD
71RstCOFI13 FEnP Tw p II/f/L71
STATMTO9Y RC9AREMENT5 FLIP REQCIWIffa ��ep j�{7�j fpn�Irn1 yrce�
RENEW fRTTCERIWI{�Q��QjWW 7Q�N�YWW��
4caNNx Gr/R4/i0W �S b��rlN All
MT£•r.. Res: NA, r>a rAa. L .. L
IkI exwnsr, w
R� :e n 1NaAA. R.R74t.. or a.er
FILED FYW RERSMADpv AT w4r9 PO$3
Rxs a J
AR PUT CABYRE7 , _�9JOE V IL •OG. Y - I Cl�
/�.er�l�.Dnr_ ►o/i ImL
R�DEEDS
Aevlew Officer Slpnature Not Required.
BOUNDARY SURVEY- HOUSING PRIVARZF477ON
KNOX MOBILE HOME PARK
CAMP LE OAE - O&M OW COUNTY - NOFFfH CAROILWA
AUa,UT2Z 2"
JOB NUMBER D1235-DOD5
PR6[CT SURVEYOR DLJ
ORAMN BY NM
REM BOOK M876
COMPUTER FILE W110-012350005
-KNOWA RK.Owu
SHEET 1 OF 3

aPV-KF2
'
`SiI.TIrh
.MMa FM 17
RLBAa SET
O
WNOaFRTY aF
N- ]613937AJ1
ryry
SHE 1pW7 STA IES
OF AYER/CA
E- 1fa1545J11J
FLf1A.
W
PO. S]
i D-
CP
04
i
aa�rra- Sall.._
UNE TABLE
LINE ac R"G D6TANCE I 3 -
Ll 7'w I 10.3I 1-�
L2 1N -76"31-R1 1&64 FFvv
L] 7 TIO'21'W 13.15
Li N5091'0 -w 18.35 paOPLRTY OF b '\
l5 'w 55, 63 TNf wim STATES "
L6 'w te.• Q' AMERI QT
L7 w 17.T0
LS 1Y 42.00
L9 N7 W',O'w 29,.LID 41591V2r�
L11 'S3 'a 16.59
L12 548<
L13 1113% 25.113
4 / l
MCK`MkR X p,
REA
N. J6090LT9
£� 2f6.]CKR 5360
LL M I1.8]
SCALF- 7' - 100'
9 50 100 200 300
46
VM�IQM�CRFED
243 NORiH FRONT STREET
WLU:NOTON, NORTN CAROINA 28401
7ElF: [phone]
FAA- {910J 794-1154
®mmmmomm
m�®sazr�
..s=r:r¢fII�r�r�i
m�m��r�sa�xrr��
m®m�m��xsrgrr�■r�
m�rx�■mv�is�m;r.,��
QR a7 ]
1wALL DR57ANCES ARE NOWONIN GROUND !N U.S. SURVEY
EEET UNLESS OTH RWISE 41DwN,
2- BEARINGS BASED ON NC CIAO (NAO&
CD
C
3- RE7ICtE4CES: As SHOWN
♦, suRVEYOR NA$ uQE NO INVESTIOATION OR INDEPENDENT
SEARCH FOR EASFNENTS OF RECORD. ENCUMB RANCES
AREA OF WMWAL FIDDMG
S2d S7 ';4,F
36'24
O
RESTRSC7iVE COVENANTS OWIERSWP. TALE EIAOCNCE. OR
MTLE
4,v [
CI
ANY OT" FACTS TWAT AN ACCURATE AH0 CURRENT
SEARCH MAY d50.OSF.
5. SUBSURFACE AND ETNNRONMENTAL CONOIIIONS HERE NOT
EXAMWED OR CON57DE110 Al A PART OF Tw5 SURVEY. ND
STATEMENT 19 LADE CORCERNNC THE EASTENO£ OF
UNOERGROUND OR OVERHEAD OONTAWQ OR FAC6IIIES
T0T NAY AFTTCT THE USE OR DEVELOPMENT OF Tl45
TRACT.
6. THE EnSIENCE OR NONMTE1NCE OF YETLA1WS ON
STIBXCT PROPERTY HAS NOT SEEN DERTRWW-D BY TWS SURVEY.
7, 5/6. "ON R005 WITH A WNUM CAPS SET AT ALL LOT COR?dkS
AND BOUNDARY CORNERS
_
LT
W
SBO95n35 r
6. PUBUC WATER AND SEWER SERVICES.
9- THIS PROPERTY UES W ZONES A.B.0 AS SCALLC FROM FWM
COMMUNITY PANELS 370340 0310G RIsCO JV1LY 2- 1967.
seal `F y BOUNDARY SURVEY HOUSING FRIVA77ZA77ON
L KNOX MOBILE HOME PARK
OAw LEJEmE - mist -ow WUCY - NORM CAFKXNA
' AfX)Wr22 390.5
U00 MADER 01235-0005
PROJECT SURVEYOR d,J
ORAWN BY NM
f1m) BOON W97e
CO—JTZA F E Vel ID-012350005
JONO1fP .M
SHEET 2 OF 3
•

J+�rc o•
n,F Or Aw m Trs
r AYFRlFA
N
i O°
1V
I
0G m&h iFER /A D
RLBAN SET
N� ]d09pI.110V
F� Sf63O59.SS60
F(FV- 11-AJ
APPROM.ATE NORMAL
W 711UNE
SCALE: I- = 100'
0 50 100 POD
IONE A
/1W YEAR FLOOD
ZONE C
AREA OF WN'!u Al FLOOOU.'O
No oo
Vu 1�Am `1VJLL
243 NORTH FRONT STREET
WJJI:NGTON. NORTH CAROEWA 284411
TELL: (9S0J 2R-6665
FM (9TDj 794-1154
SEAL
L-3672
� OF
TNT IpJ W SIATLS
� AkLm
PROPM17 OF
17>lE UANTED sTA TES
� AATERtu
WATERWELL
NURIN
mfull
�if�r
f�
EM
�Ffr.,T—u
..rm,�rs�r�
lmb
irFa��iT�*-�
tET'r�I.➢'.7�
Imp
�
�FCI!�
1!Fi:•T1E'!Y�
NOTES-
5. ALL DISTANCES ARE HORIZONTAL GROUND IN U.S. SURWEY
TEET UNLESS OTHOVASE SHORN.
2 OW,NCS BASED ON NO CRO (N.
ADSZI
a RDTJIEHCES AS SHOWN
l SURWEYOR HAS YAOE NO WYC"OATION OR DOEPENDE717
sF/WOH FOR EASEMENTS OF RECORD. ENCJYBRANCES.
41nlcnWc COVENANTS OVMEA9EP 11RE [twENc[, t)A
ANY DTHER FAL1$ MAT AN ACCURATE AND CURRENT TITLE
SEARCH MAY C4SCUO5E. 5. SUBS116AOL ANO E14YAONULNTAL CONDITIONS HERE NOT
EAAMNED OR COH50EiiED AS A PART OF 1TR5 SURVEY. NO
STATEMENT IS MADE CONMNWC THE EXISTENCE OF
UNDERGROUND OR DW MHEAD CONTAINERS OR FAWTIES
THAT — AFFECT THE USE OR OEvELOPMENT OF MIS
TNACT.
I. THE EUSTENCE OR WCND3STENCE OF WETLANDS ON
SUBJECT PROPERTY HAS NOT BEEN DETEAY:NED BY M15 SURWEY.
T. 5/8- IRON RODS MHTH ALUMINUM CAPS SET AT ALL LOT CORNERS
AND BOUNDARY OOI Wms
a. PUBLICLR WATAND SEWER SERHCES,
9. i S PROPERLY LIES IN ZONES A.B,c As sCA1m FROM FUNI
OOMWNITY PANELS 3700A0 OIIOC. REWT$D J Y 2 19.7.
JOB NUMBER 01215-ODDS
MOECT SURWEYOR DLJ
BOUNDARY SURVEY- HOUSING PRIVA RZA PON MUD
BY NM
.O BOOK NgIB
KNOX MOBILE HOME PARK COMPUTER Fu WB110-01236000S
_IDIo�ARlGowc
CAW LE. EWE - OAGLOW COLNY7Y - AURTH CAROLYJA
ALQBT ZZ 2WS
SHEET 3 OF 3

r 1
Proiect Narrative: Knox Landing —
Neighborhood & Community Center
October 2, 2013
The Knox Landing neighborhood and Community Center can be found on the main side
of Marine Corps Base Camp Lejeune off Highway 24 near Jacksonville, North Carolina
in Onslow County. The proposed project calls for the construction of 136 new housing
fi units (single family and duplex buildings) and Community Center on the site of a
' previous trailer park community: The site is located within the White Oak River basin
and drains to Northeast Creek which has a classification as a SC;HQW,NSW stream.
The index number for Northeast Creek is 19-16-(3.5). The total area of disturbance for
the site will be approximately 55 acres.
The Knox Landing neighborhood will have all newly constructed streets with curb and
gutter along all streets. The proposed project will rely on a discrete storm water
collection system to convey storm water runoff. Curb inlets and catch basins will direct
storm water runoff through an underground piping system to three (3) separate wet
detention ponds located on -site. One pond is existing and was constructed as part of the
initial neighborhood development. The other two ponds will be constructed as part of the
new development. A portion of the propose Community Center will drain toward the
neighborhood and to one of the new proposed ponds. Based on these conditions, this
area of the project will qualify as High Density Development and will be subject to water
quality requirements as such. The remaining portion (drainage area) of the Community
Center will qualify as Low Density Development and will be subject to those water
quality requirements as such.
Water quality requirements for the High Density portion of the development are to be
satisfied by constructing two (2) new wet detention ponds. These wet detention ponds
have been designed in accordance with State of North Carolina requirements and will
provide drawdown of the 1.5-inch storm within 2-5 days. Calculations as well as
drainage area exhibits and other requirements will be included in the storm water permit
application submittal.
Water quality requirements for the Low Density portion of the development are to be
satisfied by meeting the Low Density requirements — specially a Built Upon Area of less
than 24%. Calculations as well as drainage area exhibits and other requirements will be
included in the storm water permit application submittal.
Sediment and Erosion Control measures for the site have been designed according to.
NCDENR details and specifications. All storm sewer inlets have been specified to
receive either Hardware Cloth and Gravel or Sand Bag Barrier Inlet Protection
throughout the project until final site stabilization has been attained. In addition to the
temporary inlet protection noted, temporary silt fence and temporary rock check dams
will be employed where necessary in order to prevent sediment from leaving the site and
creating erosive soil conditions. Temporary sediment traps and basins will be
constructed during the construction period and removed once the contributing disturbed
drainage areas have been stabilized.--'•.
�,Y OCT 0 2 20 t,,

C1 m —ml T=
.Jy4l
q i
II
I 1 P
1
I I
P
1
i
1
F
!
_
e�
v
c�
{
KI:Ux MU INci
ISOli31N K COUMti11111 C'F'NiTR
i CAMP I PG.A&UN .KUM CAROLINA
J
p 'V
'L
J' T
T'P��p
Q�
LIT, L:1, NN
E�aiNeeRi.a
Asso—'::
...`�
e
OVERALL SITE
Si1E CIVIL DESIGN
¢
I
LAYOUT EXHIBIT
I�EN
OCTOBER 02.2013
I

Beverly Eaves Perdue
Governor
' h
.w� LIMEJOHN ENGfNEEMNG
NC®EN ASSOCIATES
North Carolina Department of Environment and Natural Resources FEB O 7 2011
Division of Water Quality D '���� �
Coleen H. Sullins epze'Eian
Director Secretary
February 1, 2011
Mr. Thomas Tether, Senior Vice President
Lend Lease Americas, Inc, Member
Atlantic Marine Corps Communities, LLC
1801 West End Avenue, Suite 1700
Nashville, TN 37203
AND
Commanding Officer cto Carl Baker, Deputy Public Works Officer
MCB Camp Lejeune
Bldg 1005 Michael Road
Camp Lejeune, NC 28547
Subject: State Stormwater Management Permit No. SWB 090925
Knox Landing
High Density Commercial Wet Detention Pond Project
Onslow County
Dear Mr. Tether and Mr, Balser:
The Wilmington Regional Office received a complete modified Stormwater Management Permit
Application for Knox landing on January 28, 2011. Staff review of the plans and specifications
has determined that the project, as proposed, will comply with the Stormwater Regulations set
forth in Title 15A NCAC 21-1.1000 and Session Law 2008-211. We are forwarding Permit No,
SW8 090925 dated February 1, 2011, for the construction of the subject project.
This permit shall be effective from the date of issuance until February 1, 2021, and shall be
subject to the conditions and limitations as specified therein. The designated permit holder,
Atlantic Marine Corps Communities, LLC, shall be responsible for meeting the conditions and
limitations specified therein. As required for compliance, a copy of the lease agreement that
outlines the responsibilities of Atlantic Marine Corps Communities, LLC for this stormwater
system, must be kept with the permit and maintenance activity records. Please pay special
attention to the Operation and Maintenance requirements in this permit. Failure to establish an
adequate system for operation and maintenance of the stormwater management system will
result in future compliance problems.
Please be aware that it is the responsibility of the permit holder, Atlantic Marine Corps
Communities, LLC, to notify DWQ of any changes in ownership and request an ownership/name
change for the stormwater permit. However, please be reminded that if the lease agreement or
contract between Atlantic Marine Corps Communities, LLC and the Department of the Navy is
dissolved, cancelled or defaults, and DWQ is not notified by Atlantic Marine Corps
Communities, LLC to transfer the permit, then the responsibility for permit compliance reverts
back to the property owner. As the property owner, the Department of the Navy and MCB
Camp Lejeune must notify DWQ immediately of the permit ownership change and submit a
completed Name/Ownership form to DWQ within 30 days. Otherwise the Department of the
Navy and MCB Camp Lejeune will be operating a stormwater treatment facility without a valid
permit. This 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, being
taken against the property owner, MCB Camp Lejeune.
Wilmington Regional0lrtce
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone]FAX: [phone]CuslomerService: 1-877-623-6748 NO Carolina
Internet: www.ncwaterquality•or9 turn
An Equal OppWunily 1 Affirmative Aclion Employer ������/// ``lU

Russell, Janet
From: Derek Baalbergen ([e-mail]
Sent: Monday, October 07, 2013 12:25 PM
To: Russell, JarfeC
Subject: RE: Request for Express Permit Review - Storm Water
Janet,
The following dates should work for our schedule, for a l pm meeting time:
- October 22
- October 23
- October 29
- October 30
If the 1 pm time does not work out, we can look at other options.
Thanks for your help.
Regards,
Derek Baalbergen, P.E.
LITTLEJOHN ENGINEERING ASSOCIATES
Nashville I Chattanooga I Decatur I Huntsville I Knoxville I Orlando I Phoenix I Tri-Cities
1935 21 st Ave. South
Nashville, Tennessee 37212
P:615-385-4144 D:615-324-3946 F:615-385-4020
dbaalberaenPleainc.com
www.leainc.com
®Find us on Facebook
From: Russell, Janet fmailto:janet.russellancdenr.aov]
Sent: Monday, October 07, 2013 9:32 AM
To: Derek Baalbergen
Subject: RE: Request for Express Permit Review - Storm Water
Derek,
I am in the office today and would like to work on scheduling your Express meetings. Please give me some idea of when
you'll be ready and would like to come over here. Four dates (not in the same week) would be a good start.
Thank you and we look forward to working with you again.
Janet
From: Derek Baalbergen Lm-ailto:[e-mail]
Sent: Wednesday, October 02, 2013 4:06 PM
To: Russell, Janet
Cc: Will Crunk
Subject: Re: Request for Express Permit Review - Storm Water
Janet,
We would like to schedule a submittal meeting for both projects. I am out the office until Friday and will provide