SW8080740_HISTORICAL FILE_20140206

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 ns 074 a
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Zp l 0 Z-U G
YYYYM M D D

i..
NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Tracy E. Davis, PE, CPM
Director
February 6, 2014
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 28542
Subject: Stormwater Management Permit No. SW8 080740
P-828 Field Medical Services School
High Density Commercial Constructed Wetlands Project
Onslow County
Dear Mr. Paul:
The Wilmington Regional Office received a complete, modified Stormwater Management Permit
Application for the P-828 Field Medical Services School on February 3, 2014. 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 080740, dated February 6, 2014, for the construction, operation
and maintenance of the BMP's and built -upon area associated with the subject project.
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.
Accordingly, this permit which was set to expire on August 22, 2018, shall now be effective from
the date of issuance until September 10, 2020. This permit shall be subject to the conditions
and limitations as specified therein. Please pay special attention to the conditions listed in this
permit regarding the Operation and Maintenance of the BMP(s), procedures for changing
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.
The following modifications are included and covered by this permit:
1. The construction of 304 square feet for a boiler building and the addition of 63,152
square feet for future development within the previously approved drainage area.
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, INC
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.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 Phone: [phone] Fax: [phone]

State Stormwater Management Systems
Permit No. SW8 080740
If you have any questions, or need additional information concerning this matter, please contact
Christine Nelson in the Wilmington Regional Office, at [phone]..
;7&,
cer ly,
Sct
Tracy Davi , P.E., Director
Division of Energy, Mineral and Land Resources
GDSlcan: 111StormwaterlPermits & Projects120081080740 HD12014 02 permit 080740
cc: Galen Jamison, Catlin Engineers and Surveyors
Wilmington Regional Office Stormwater File
Page 2of9

State Stormwater Management Systems
Permit No. SW8 080740
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
US MCB Camp Lejeune
P-828 Field Medical Services
CO Street D, Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of one (1) constructed wetland in compliance
with the provisions of 15A NCAC 2H ,1000 and Session Law 2008-211 (hereafter the
"stormwaterrules'} and 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 September 10, 2020 and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 of this permit. The stormwater control has been
designed to handle the runoff from 124,078 square feet of impervious area.
3. 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 is limited
to 63,152 square feet.
4. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
5. 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.
6. All runoff being directed into wetlands shall flow into and through those wetlands
at a non -erosive velocity of 2 fps or less.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 080740
7. The following design elements have been approved for this constructed wetlands
stormwater facility, and must be provided in the system at all times:
a. -Drainage Area;.acres: ..
5.5
Onsite, ft2:
239,581
Offsite, ft2: �'
None
b. Total Impervious Surfaces; : ,
124,078
Onsite, ft2:
60,926
Future;wft?:
63152
Offsite ' ft2:
None
c. Ponding De th, inches:
12
d..Design Storm;.inches:
1.5
e. Permanent Pool Elevation, FMSL`.
14.20
f.,Total Permitted'Wetland Surface Area, .
Deep Pool Area, forebay portion, ft2:
1,552
Deep Pool Area, non-forebay portion, ft2:
1,560
Shallow Water Area; ft : L
6,200
Shallow Land Areaje:
6,200
'.Permitted,Tern porary, Storage Volume, ft : ,
15,512
h. Tem ore Storage Elevation, FMSL:
15.20
i. Controlling 'Odf ce'O":
2.0
'. Orifice.flowrate, cfs: , .
0.06
k. Planting Plan?
# of Herbaceous. Plants`
186
# of Shrubs
124
# of Trees
31
I. Receiving,.Stream /River Basin'.
Scales Creek / White Oak
m.Stream,lndex Number: _,. „
19-16-4
n: Classification of Water Body:
Sc; HOW; NSW
11. SCHEDULE OF COMPLIANCE
No person or other legal entity shall alter the approved stormwater management
system, or fill in, alter, or pipe any drainage feature, including swales, shown on
the approved plans as part of the stormwater management system, unless and
until the permittee submits a modification to the permit and receives approval
from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for
the entire project does not exceed the allowable built -upon area.
3. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
4. The approved 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.
5. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately. If the stormwater system is 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.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 080740
6. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Redesign or addition to the approved amount of built -upon area.
C. Further subdivision, acquisition, or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
d. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
e. The construction of any future BUA designated on the application.
7. The Director may determine that other revisions to the project should require a
modification to the permit.
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.
9. 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.
10. Records of maintenance activities must be kept and made available upon
request to authorized personnel of the Division. The records will indicate the
date, activity, name of person performing the work and what actions were taken.
11. 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. Access to the stormwater facilities for inspection and
maintenance shall be maintained via appropriate recorded easements at all
times.
12. Prior to transfer of the permit, the stormwater facilities will be inspected by the
Division personnel. The facility must be in compliance with all permit conditions.
Any items not in compliance must be repaired or replaced to design condition
prior to the transfer. Records of maintenance activities performed to date will be
required.
13. The facilities shall be constructed in accordance with the conditions of this
permit, the application, approved plans and specifications, and other supporting
data.
14. The application form, supplement forms, 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.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 080740
III. GENERAL CONDITIONS
1. Any individual or entity found to be in noncompliance with the provisions of a
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 of the terms and conditions
of this permit until such time as the Director approves the transfer request.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. 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.
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.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 080740
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 61h day of February 2014,
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
(.4 1 racy ua , r.t., uirector
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 7 of 9

State Stormwater Management Systems
Permit No. SW8 080740
P-828 Field Medical Services School
Stormw'ater Permit No. SW8 080740
Onslow County
Designer's Certification
Page 1 of 2
I, , as a duly registered in
the State of North Carolina, having been authorized to observe (period icallylweeklylfull
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 8 of 9

State Stormwater Management Systems
Permit No. SW8 080740
Certification Requirements: Page 2 of 2
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of 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 wetland zone elevations are per the approved plan.
6, The wetland is located per the approved plans.
7. A trash rack is provided on the outlet structure.
8. 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 wetland zone surface area and 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.
15. The required number of wetlands plantings have been provided.
cc: NCDENR-DEMLR Regional Office
Page 9 of 9

�. CATLIN
Engineers and Scientists
January 29, 2014
NC Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Attn: Ms. Christine Nelson
127 Cardinal Drive Extension
Wilmington, NC 28405
Dear Ms. Nelson,
Post Office Box 10279
Wilmington, North Carolina 28404-0279
Telephone: [phone]
Fax: [phone]
www.catlinusa.com
FEB 0 3 2014
BY:
RECEIVED
FEB 0 3 2014
We are providing the following comments to address your January 15, 2014 letter
requesting additional information for the permit modification to SW8 080740 that was
originally submitted for your review August 20, 2013 and a submittal for modification
submitted on December 3, 2013. For ease of reference your comments are indicated
below in italic, followed by our response in bold.
1. The surface areas of the wetland presented on page 2 of the supplement differ
slightly from the area originally approved. Please confirm the various surface
areas of the wetland.
The attached supplement has been corrected with the proper surface
areas.
2. The shallow water bottom was presented in the supplement as being 11.68 ft;
however the bottom of the shallow water was approved to be 13.68 ft. Please
confirm.
The attached supplement form has been revised to reflect the correct
elevation.
3. The calculations provided on December 12, 2013 were not signed or sealed.
Please provide signed and sealed calculations.
Signed and sealed calculations are attached.
4. 1 have contacted our points of contact with Camp Lejeune and they have
indicated the their address has not changed and that the stormwater permits
should continue to be mailed to Mr. Paul's attention at the following address:

1005 Michael Road, Camp Lejeune, NC 28547. Please update Section lll.b of
the application.
Section III.b has been updated with the correct address and is attached.
Please contact me at 910-452-5861 if you have any questions or comments.
Regards,
Galen M. Jamison, P.E.
CATLIN Project Manager

rvtil
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Tracy E. Davis, PE, CPM
Director
January 15, 2014
Commanding Officer
MCB Camp Lejeune
c/o Neal Paul, Deputy Public Works Officer
Building 1005 Michael Road
Camp Lejeune, NC 28542 .
Subject: Request for Additional Information
Stormwater Project No. SW8 080740
P — 828 Field Medical Services School
Onslow County
Dear Mr. Paul:
Pat McCrory, Governor
John E. Skvarla, III, Secretary
The Wilmington Regional Office received and accepted a modified State Stormwater
Management Permit Application for the P-828 Field Medical Services School on August 20,
2013 with additional information received on December 12, 2013. A preliminary in-depth review
of that information has determined that the application is not complete. The following
information is needed to continue the stormwater review:
1. The surface areas of the wetland presented on page 2 of the supplement differ slightly
from the areas originally approved. Please confirm the various surface areas of the
wetland.
2. The shallow water bottom was presented in the supplement as being 11.68 ft., however
the bottom of the shallow water was approved to be 13.68 ft. Please confirm.
3. The calculations provided on December 12, 2013 were not signed or sealed. Please
provide signed and sealed calculations.
4. 1 have contacted our points of contact with Camp Lejeune and they have indicated that
their address has, not changed and that the stormwater permits should continue to be
mailed to Mr. Paul's attention at the following address: 1005 Michael Road, Camp
Lejeune, NC 28547. Please update Section Ill.b of the application.
Please remember that a change to one number may have a domino effect on other numbers.
Please check all plans, calculations and forms to ensure that the numbers are consistent
throughout.
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 February 6, 2014, or the
application will be returned as incomplete. The return of a project will necessitate resubmission
of all required items, including the application fee.
If you need additional time to submit the information, please mail, email or fax your request for a
time extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information. The
Division is allowed 90 days from the receipt of a completed application to issue the permit.
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.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 Phone: [phone] Fax: [phone]

Neal Paul
October 30, 2013
Stormwater Application No. SW8 080740
Please reference the State assigned project number on all correspondence. If you have any
questions concerning this matter please feel free to call me at [phone] or email me at
christine. [e-mail].
Sincerely,
ckz�—�� 7��
Christine Nelson
Environmental Engineer
GDSlcan: S:IWQSIStormwater\Permits & Projects120081080740 HD12014 01 addinfo 080740
cc: Galen Jamison, Catlin Engineers and Surveyors
Wilmington Regional Office Stormwater File
Page 2 of 2

fA
Nelson, Christine
From: Nelson, Christine
Sent: Wednesday, January 15, 2014 12:00 PM
To: 'Galen Jamison'
Subject: additional informaiton for SW8080740
Attachments: 2014 01 addinfo 080740.pdf
Galen,
There are just a few minor issues that need to be addressed for the modification to the Medical Services School. Please
see the attached pdf of the request for additional information. If you want a hard copy in the mail, please let me know.
Thanks and I hope you have had a good new year so far!
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]
Email correspondence to and from this address is subject to the North Corolino Public Records Low
and may be disclosed to third parties unless the content is exempt by stotute or other regulation.

`. CATLIN
Engineers and Scientists
December 3, 2013
NC Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Attn: Ms. Christine Nelson
127 Cardinal Drive Extension
Wilmington, NC 28405
Dear Ms. Nelson,
Post Office Box 10279
Wilmington, North Carolina 28404-0279
Telephone: [phone]
Fax: [phone]
www.catlinusa.com
ECE9@A1E
ou
DEC 12 2013
We are are providing the following comments to address your October 30, 2013 letter
requesting additional information for the permit modification to SW8 080740 that was
submitted for your review August 20, 2013. For ease of reference your comments are
indicated below in italic, followed by our response in bold.
1. Please confirm the project name listed in Section 1.1 of the application submitted
on August 20, 2013. The project name identified on the recent recently submitted
application is M508 Boiler Building Construction.
Our current project name was used on the permit modification application
inadvertently; the project name should remain the same as originally
indicated on permit SW8 080740, P-828 Field Medical Services School.
Page 1 of form SWU-101 is enclosed with the corrected project name.
2. Please confirm the address listed in Section 111.b of the application. The address
we have on record for Neal Paul is 1005 Michael Road, Camp Lejeune, NC
28547.
The Address we've indicated on the application for Neal Paul is correct.
3. Please correct the river basin listed in Section IV.3 of the application. The New
River basin is located in western North Carolina. Camp Lejeune is located in the
White Oak River Basin.
A copy of page 3 of form SWU-101 is enclosed with the correct river basin
(White Oak River Basin) indicated in Section IV-3.
4. Please correct the proposed impervious area listed in first table in Section IV.10
of the application. The proposed impervious area presented in the first table

should be consistent with the total impervious area presented in the second
table.
The proposed impervious area indicated on first table of page 3 of form
SWU-101 has been corrected to indicate the total proposed impervious
area.
5. In order to document the new conditions of the constructed wetland drainage and
the increased impervious area, please provide a current version of the
constructed wetland supplement, operation and maintenance agreement, and
revised signed and sealed calculations.
The requested information is enclosed for your review.
6. If the constructed wetland is oversized or can handle additional impervious area,
please consider including an allocation of future impervious area.
Based on the previously submitted calculations the wetlands were
oversized. The impervious area used in those calculations was 52%, but
the application did not reflect that amount. We have added the 304 sf for
the proposed building addition and 63,152.5 sf of future impervious, to the
table in section IV.10 on page 3 of the application, this make the total
impervious area for this drainage area 51.8%.
7. Please confirm that the required storage volume will draw down in 2 to 5 days
based on the provided average head.
Drawdown Calculations are attached that indicate that the wetlands draw
down in 2.93 days.
Please contact me at 910-452-5861 if you have any questions or comments.
Regards,
Galen M. Jamison, P.E.
CATLIN Project Manager

DWQ USE ONLY
Date Keceived
Fee Paid Permit Number
ao
- A is 01-37,40
Applicable Rules:
(select all that apply)
❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph 11 - Post Construction
❑ Non -Coastal SW- I-IQW/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 fmn nray be photocopied for use as air original
GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
P-828 Field Medical Services School
2. Location of Project (street address):
UNITED STATES MARINE. CORPS - CAMP JOHNSON
City: JACKSONVILLE County:ONSLOW Zip:28542
3. Directions to project (from nearest major intersection):
FROM THE INTERSECTION OF MONTFORD LANDING ROAD AND HIGHWAY "17, TRAVEL SOUTH
0.70 MILES, TURN LEFT ONTO HARLEM DRIVE. TRAVEL EAST 0.38 MILES AND TURN RIGHT ON
COMPANY D STREET. M508 1S 0.10 MILES ON THE LEFT.
4. Latitude:34° 44' 04" N Longitude:77° 24' 03" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modificationt
tRowwals with raodificatinus also requires SWLI-102 - Renewal Atipliadiou Rmn
b.lf this application is being submitted as the result of a modification to an existing permit, list the existing
permit numbcrSW8 080740 , its issue date (if known)Au ust 22 2008 and the status of
construction: ❑Not Started ®Partially Completed* ❑ Completed* *11rovidc a desigircr's certification
2. Specify the type of project (check one):
❑Low Density ®High 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 ❑Sedimentation/Erosion Control: ac of Disturbed Area
❑NPDES Industrial Stormwater 0404/401 Pcrmit: 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?
If yes, see S.L. 2012-200, Pint Vl: htt 1:
kly:
Form SWU-101 Version 06Aug2012 Page I of 6

III. CONTACT INFORMATION
La. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc, who owns the project):
Applicant/Organization:NEAL PAUL, USMCB CAMP LEiEUNE, DESIGNATED GOVERNMEN�CAL
Signing Official &'Title:
b.Contact information for person listed in item 1a above:
Street Address:1005 Michael Road
City:CAMP L,1; EUNIE _ State:NC Zip:28547
Mailing Address (if apphcable):
City:
Phone: (910 ) 451-3034
i�mail:NEAl-.PAULtr USMC.MIL
State:
Zip:
Fax: (910 ) 451-3300
c. Please check the appropriate box. The applicant listed above is:
❑ 'The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2,1 and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2, a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & 'Title:
b.Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City: State: zip:
Phone: ( } Fax: .... __
Email: ;
FEB D 3 2014
3. a. (Optional) Print the name and title of another contact such as the project cons ruction supervisor or t er
person who can answer questions about the project: i
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:
Point of Contact:
State:
Fax:
Phone #:
Zip:
Form SWU-101 Version 06Aug2612 Page 2 of

IV. PROJECT INFORMATION
"I. In the space provided beiow, briefly summarize how the stormwater runoff will be treated.
THE STORMWATER RUNOFF WILL DRAIN TO AND BE TREATED BY AN EXISTING WETLAND
2. a. If claiming vested rights, identify the supporting documents provided and the elate they were approved:
❑ Approval of a Site Specific Development Pian or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW - 1995 ❑ Ph 11 - Post Construction
3. Stormwater runoff from this project drains to the White Oak River basin.
4. Total Property Area: NA acres 5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) -Total Surface Water Area (6) = Total Project
Area'`: 5.5 acres
Total project area shall be calculated to exclude the followirr the normal pool of inipounded structures, the area
behueeii the banks of streams and rivers, the area MOW the Norinal High Water (NHV11) lure or Mea)i High Water
(MI-IW) lime, and coastal wetlands landward from the NHW (or MHVO line. The resultant project area is used to
calculate overall percent built upon area (BLIA). Nora -coastal ttretlauds landward of the NHW (or Ml-ll/\) lure stay
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 51.8
9. How many drainage areas does the project have?1 (For high density, count I for each proposed engineered
stormwater BMP. For lorry density and other projects, rise I fir the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. if there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area _
Receiving Stream Name
Scales Creek
Stream Class *
SC;HQW;NSW
Stream Index Number *
19-16-4
Total Drainage Area (so
239,580
On -site Drainage Area (so
239,580
Off -site Drainage Area (so
None
Proposed Impervious Area* (so
124,078.5
% Impervious Area** total
51.8
Impervious— Surface Area
Drainage Area _
Drainage Area _
Drainage Area _
Draina e Area
On -site BLiildings/Lots (so
304
On -site Streets (so
0
On -site Parking (so
0
On -site Sidewalks (sf)
Other on -site (so
0
0
E
. i v En,
Future (so
63,152.5
j.J
Off -site (sf)
0
"t ut_t, I
L LUIJ
Existing BUA*** (so
60,622
1 1
Total (sf):
124,078.5
43V:
-
Streant Class and Index Number can be determined at:lrttp://port�rl.ncdcrir.crr�f�cetr/�c c��s/csir/classifcatiotrs
lnr rertlious area is defined as they built upon area including, but not limited to, buildutgs, roads, parking areas,
sii ewalks, gravel areas, etc.
Form SWU-101 Version 06Aug2012 Page 3 of'6

1 I. flow was the off -site impervious area listed above determined? Provide documentation.
Projects in Union County: Contact DIVQ Central Office staff to check if the project is located ivilhin a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 15,4 AVCAC 028.0600.
V. SUPPLEMENTAND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (0&,M) forms
must be submitted for each BNIP specified for this project. The latest versions of the forms can be downloaded
from http:/ / portal.nedenr.org/ web/ wq/ ws/ su/ burp -manual.
V1. SUBM17TAL REQU[REMENTS
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 arc: available from http:/ / portal.ncdenr.org/ web/ wq/ ws/ su/ stateswl forms_docs. The complete
application package should be submitted to the appropriate DNVQ Office. (The appropriate office may be
found by locating project on the interactive online map at http:/ / portal.ncdenr.org/ web/ wq/ ws/ su/ maws.)
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
foreach submitted application package from htw/ / portal.ncdenr.orgl web/ wq/ _ws/ su/ stateswl forms_does.
Initials
1. Original and one copy ofthe Storrnwater Management Permit Application Form.
2. Original and one copy ofthe signed and notarized Deed Restrictions & Protective Covenants
Form. (ifrequired crs per Part 1%11 below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M ti0.
agreement(s) for each BMP.
4. Permit application processing fee of$505 pcn,ableto NCOENR. (For an Express review, refer to _
http:/ / www.envhelp.org/ pages/ onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/ management for ✓��
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the N LZ
receiving stream drains to class SA waters within % mile of the site boundary, include the '/z
mile radius on the map.
T Sealed, signed and dated calculations (one copy). n C,
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 vIHW or NHW line of tidal
waters, and any coastal wetlands landward ofthe MH W or NFI W lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks ofstreams or rivers, and the MHW (or NHW) oftidal waters.
i. Dimensioned property/ project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned. ECFJIJE�.
k. Existing contours, proposed contours, spot elevations. finished floor elevatio C
1. Details of roads, drainage features, collection systems, and stormwater contr ear s.q W ryn�
m. Wetlands delineated, or a note on the plans that none exist. (Must be delinea b L
qualified person. Provide documentation of qualifications and identify the p n who
made the determination on the plans,'
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoffca� yu. ations.
o. Drainage areas delineated (included in the main set of plans. not as a separate document).
p. Vegetated buffers (where required).
Form SWU-101 ' Version 06Aug2012 Page 4 of 6

A'
_L.h' .r��
t N

9. Copy ofany applicable soils report with the associated SH WT elevations (Please identify V) la -
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"xI l" copy of the NRCS County Soils map with the
project area clearly delineated.. For projects with infiltration BM Ps, The report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(infiltration Devices suhmitted to WiRO: Schedule asitevisit for DJV0 io verify the .Sllli'T prior
to submitfal, [phone].)
10. A copy of the most current property deed. Deed book: Page No: 'Ilot
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC Al
Secretary ol'State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/ or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary ofStatc, otherwise the application will be returned.
httr0 / www.secretary.state.nc.us/ Corporations/ CSearch.aspx
VI1. DEED RESTRICTIONS AND PROTECTIVECOVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale ofany lot. If lot sizes vary significantly or the 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 restrictions and
protective covenants forms can be downloaded from
http:/ / portal.ncdenr.orp./ web/ wq/ ws/ su/ statesw/ forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants forthis 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 he binding on all parties and persons claiming
underthem, 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.
Vlll. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/ or firm (such as a
consulting engineer and/ or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information),
Consulting Engineer:GALEN M, JAMISON
Consulting Firm: CATLIN ENGINEERS AND SCIENTISTS
Mailing Address:220 OLD DAIRY ROAD
Citv:W ILjNI INGTON State:NC Zip:28 405
Phone: (910 ) 452-5861
Email:GALEN.JA,NIISON OCATLENUSA.CONI
Fax: (910 ) 452-7563
1\. PRO PERTY OWN ER A UTH 0 RIZATION (rfContact lnformation, item 2hay beenfrlledout, complete this
section)
I, (print or (vpe name of person listed in Contact Information, item 2a) NEVI L I.J UL , certify that I
own the property identified in this permit application, and thus give permission to (print ortvpenarne,ofperson
listed in Conicu:t Information, item 1a) NE -A L Psi UL w ith (print or tvpe name of ar•ganization lisieci in
Contact Information, item la) Yb I L PJ UL to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
ECEIVE
AUG 2 0 2013
Form SWU-101 Version 06Aug2012 Page 5 of 6 BY:

p��� �� - ��},`, y�-�
F.
s.
.M t

As the legal property owner 1 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 1 will be operating a stormwater treatment
facility without a valid permit. I understand that the operation ofa stormwater treatment facility without a valid
permit is a violation ofNC 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.
Signature: Date:
a Notary Public for the State of , County of
do hereby certify that
before me this day of
personally appeared
, and acknowledge the due execution of the application for a
stormwater permit. Witness my hand and official seal,
SI7A L
Nly commission expir
X APPLICANT'S CERTIFICATION
1, (print or tvpe name of person listed in Conicdrt /nfarmation, item Ia) Nh:j L Pit UL ,
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 stormwater u�s under 15rj,NC,,�C 2H .1000 and any other applicable state stormwater requirements.
Signature:
{ { ` Date: nkJ
11_ l v�Jl 11 aNlotary Public for the State of iV /� �0 11�f� County of'
do hereby certif that AV 1 personally appeared
before me this& —day of ��� , and ackn ledge the due execut' fthe application for a
stormwater permit. Witness my hand and official,seal(
KELLEY VAN©ECOEVERIN
NOTARY PUBLIC
ONSLOW COUNTY
STATE OF NORTH CAROLINA
SEA L
My commission expires__I
gal
AUG 2 0 2013
RY:
Form SWU-101 Version 06Aug2012 Page 6 of 6

0

Central Files: AP5 SWP
02/06/14
Permit Number SW8080740
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
christine. nelson
Coastal SW Rule
Coastal Stormwater - 2008
Permitted Flow
Facilit
Permit Contact Affiliation
Facility Name Major/Minor Region
P828 Field Medical Services School Minor Wilmington
Location Address County
Int Of Co St F Co St D And Co St D Co St E Onslow
Camp Lejeune NC 28547 Facility Contact Affiliation
Owner
Owner Name Owner Type
Commanding Officer Marine Corps Base Camp Lejeune Government - Federal
Owner Affiliation
Neal Paul
1005 Michael Rd
Dates/Events Camp Lejeune INC 285472521
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
08/22/08 08/20/13 02/06/14 02/06/14 09/10/20
Regulated Activities Requested/Received Events
State Stormwater - HD - Wetlands Additional information requested 10/30/13
Additional information received 12/12/13
Additional information requested 01/15/14
Additional information received 02/03/14
Outfall NULL
Waterbody Name
Stream Index Number Current Class Subbasin

Wetland 'T'
NC DENR Wetland Calculation and
AI�?10
z � •� g�A�- c—
uirements Fly �44.
Objective: design a wetlend with the following characteristics: /0� FN'�
The minimum treatment volume for stormwater wetlands shall be 3630cf with a maximum shallow land 6C�hlgft 1 'foot
Minimum length to width ratio shall be 1.5.1, 3,1 is preferred. Side slopes shall be no more than 3:1. An outlet device
must drawdown the wetland in 2-5 days.
Post -Development Conditions
Total Drainage Area 239580.00 SgFt Wetland "1"
Impervious Drainage Area 124078.5 SgFt Value from CAD
Impervious Cover 51.79 Impervious Cover -(Impervious Drainage
Area)/(Total Drainage Area) "100%
Sten 2: Determine the 1. 5-inch Volume.
Runoff Coefficient, Rv 0.516 INIIN Rv=0.05+0.9`(% Impervious)
Required 1.5" Runoff Volume (Volume of 15,509.8 CF Volume =3630k1.5"`Rv"(Total Drainage Area)
Temporary Pool)
Total Volume at Overflow Elevation 15,512 CIF Volume Provided
Step 3: Determine Surface Area
Planting Depth 1 FT
Required Permanent Pool Surface Area 15,510 SF Required Surface Area=(Q voiume)/(D plant)
Provided Permanent Pool Surface Area 1 15,512 ISF Surface Area Provided
Pool Zones
NON-Foreba s 10%
1,551
SF
min 10% of surface area
Forebays 10%
1,551
SF
min 10% of surface area
Shallow Water 40%
6,204
SF
min 40% of surface area
Shallow Land 40%
6,204
SF
min 40% of surface area
Step 4: Verifv that time reauired to drawdown the 1.5-inch runoff volume is within 2 to 5 days
Diameter of Proposed Low -flow Orifice
2,000
IN
Value chosen by designer
Planting Depth
1.00
FT
Value chosen by designer
(Total Elevation Head Above Orifice)=(Overflow
Total Elevation Head Above Orifice
1.00
FT
Elevation) -(Elevation of Permanent Pool
Surface)
(Driving Head Above Orifice)=[(Elevation at
Driving Head Above Orifice
0.3
FT
Overflow Volume) -(Elevation of Permanent
Pool Surface)]/3
Cd, Coefficient of Discharge
0.60
Value chosen by designer
Q, Flowrate Through Low -flow Orifice
g
0.06
CFS
Q=Cd`(Pi)*[(Diameter of Orifice) *(I ft/12
in)1^214* 2"32.2` Drivin Head ^1/2
Drawdown Time for 1-inch Runoff
2.96
DAYS
(Drawdown Time)=(1 " Runoff Volume)/Q'(1dav/86400
seconds)
r,ECEIVE
5
FEE C 3 2014
BY:
12/3/2013
1OF1

JOB: M 5DO COMPUTED BY: PjL1'�
DESCRIPTION: gD,���2 Q,��Gv�+�G QO017-,oP4 CHECKED BY:
DATE: 717, Z
DATE:
TOrA L_ p Iz. A I t" r,6 E. A 9 6 A Tro W r-l- (A -) D - 5, S A C P-CS
GA L e-' L) LA -1-C Q C VAL.vE PKeV 0;L-1 L W(?-bvco = o. 4 �
ADO IT"1o"iAL. ep-oP0561) lMP(-RVlouS - 30-/q SF
5.5 Ac-6 SF
23q, 5 Bo 304 2710 SF
23112-7(o SF 'STIL,L, HAS A�
APPRovE'D AVfi2A6E C VAW6 OF
Sol 5r HAS A New G. VALOF, of 0
A3
23q, a
--r"c ArAovnlr D r A00kTIorOAL fMPeRviovS
i�b Es NOT G �k A ri G C 'I-q �1-1 C VALVE , T14 C-Jz- 6 r0 P-
rLow Do ES Nor cqarjG6 qwD -rk6 Op-iGINq L
W��Lgnfp / Ou%eT STIZJGt'u(ZC- IS 5"orFIG16tvT-.

4,
NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Tracy E. Davis, PE, CPM
Director
October 30, 2013
Commanding Officer
MCB Camp Lejeune
c/o Neal Paul, Deputy Public Works Officer
Building 1005 Michael Road
Camp Lejeune, NC 2542 ? �5qv
Subject: Request for Additional Information
Stormwater Project No. SW8 080740
P — 828 Field Medical Services School
Onslow County
Dear Mr. Paul:
Pat McCrory, Governor
John E. Skvarla, III, Secretary
The Wilmington Regional Office received and accepted a modified State Stormwater
Management Permit Application for the P-828 Field Medical Services School on August 20,
2013. A preliminary in-depth review of that information has determined that the application is
not complete. The following information is needed to continue the stormwater review:
Al. Please confirm the project name listed in Section 1.1 of the application submitted on
August 20, 2013. The project name identified on the recent recently submitted
application is M508 Boiler Building Construction.
-- �2. Please confirm the address listed in Section Ill.b of the application. The address we
have on record for Neal Paul is 1005 Michael Road, Camp Lejeune, NC 28547,
1�3. Please correct the river basin listed in Section IV.3 of the application. The New River
basin is located in western North Carolina. Camp Lejeune is located in the White Oak
River Basin.
V­'4. Please correct the proposed impervious area listed in first table in Section IV.10 of the
application. The proposed impervious area presented in the first table should be
consistent with the total impervious area presented in the second table.
5. In order to document the new conditions of the constructed wetland drainage area and
the increased impervious area, please provide a current version of the constructed
wetland supplement, operation and maintenance agreement, and revised signed and
sealed calculations.
/6. If the constructed wetland is oversized or can handle additional impervious area, please
consider including an allocation of future impervious area.
7. Please confirm that the required storage volume will draw down in 2 to 5 days based on
the provided average head.
Please remember that a change to one number may have a domino effect on other numbers.
Please check all plans, calculations and forms to ensure that the numbers are consistent
throughout.
Wilmington Regional Office
127 Carclina# Drive Extension, Wilmington, North Carolina 28405 Phone: [phone] / Fax: [phone]

Neal Paul
October 30, 2013
Stormwater Application No. SW8 080740
A-
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 December 2, 2013, or the
application will be returned as incomplete. The return of a project will necessitate resubmission
of all required items, including the application fee.
If you need additional time to submit the information, please mail, email or fax your request for a
time extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information. The
Division is allowed 90 days from the receipt of a completed application to issue the permit.
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 reference the State assigned project number on all correspondence. If you have any
questions concerning this matter please feel free to call me at [phone] or email me at
[e-mail].
Sincerely,
U,,� �eV5c
Christine Nelson
Environmental Engineer
GDSlcan: S:IWQS1Stormwater\Permits & Projects120081080740 HD12013 10 addinfo 080740
cc: Galen Jamison, Catlin Engineers and Surveyors
Wilmington Regional Office Stormwater File
Page 2 of 2

' Nelson, Christine
From: Nelson, Christine
Sent: Wednesday, October 30, 2013 4:23 PM
To: 'Galen Jamison'
Cc: 'Tcwler CIV David W'
Subject: SW8 060832 - corrected request for additional info
Attachments: 2013 10 addinfo_correction 060832.pdf; 2013 10 addinfo 080740.pdf
Galen,
I was reviewing the modification to SW8 080740 and noticed a few additional items that also needed to be clarified in
the modification to SW8 060832. A corrected request for additional information for SW8 060832 is attached that
includes the few minor items that were overlooked. I'm sorry for the inconvenience and have given a couple extra days,
if needed, to respond.
I've also including the request for additional info for SW8 080740, which will also be sent in the mail.
Please'let me know if you have any questions.
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]
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.

I
CATLIN
Engineers and Scientists
July 29, 2013
NC Department of Environment and Natural Resources
Division of Water Quality
Attn: Ms. Linda Lewis/Christine Nelson
127 Cardinal Drive Extension
Wilmington, NC 28405
Dear Ms. Lewis/Nelson,
Post Office Box 10279
Wilmington, North Carolina 28404-0279
Telephone: [phone]
Fax: [phone]
www.catlinusa.com
United States Marine Corps - Camp Johnson is submitting a permit modification to
permit SW8 080740 for State Stormwater for a stream decentralization project located
within a portion of its property in Jacksonville, North Carolina. The total disturbed area
for this portion of the work is approximately 400 square feet and there is a net increase
in built -upon area of 304 square feet. The plan revision consists of the construction of
one (1) boiler building for Building M508. The boiler building has a concrete pad at the
entrance and is fourteen feet by twenty feet (14' X 20') giving 280 square feet of
impervious for the boiler building. The addition of the boiler building with concrete
entrance pad is 304 square feet of additional impervious.
This project drains to the existing stormwater wetland which is permitted in the existing
stormwater permit SW8 080740. Based on the approved stormwater calculations, the
flow into the wetland has been designed using the rational method, which utilizes a "C
value" to represent impervious surface on site. The original "C value" used in the
design is 0.46, and adding the additional impervious yields a "C value" of 0.46 as well.
The additional impervious was minor enough not to warrant a change in "C Value". The
other variables in the wetland design remain constant and are not effected by additional
impervious, therefore the wetland design is adequate. See attached calculations.
Support document drawings include a site plan drawing for the entire project
development and the original construction drawing clouded to show the boiler building.
Please refer to the attached documentation for additional information concerning this
project.
Please find the following documents enclosed:
o State Stormwater Permit Application fee of $505.00 for application review.
o Two copies of the applicable supportive information and two (2) sets of
Construction Plan Sheets.
FcoVE
AU0 2 0 2013 1

Please contact me at 910-341-5515 if you have any questions or comments.
Regards,
v4�'tn+
Galen M. Jamison, P.E.
CATLIN Project Manager
Enclosures
IEGF—IXIE
AUG 2 0 2013
RY:

Casmer, Jo
From: Casmer, Jo
Sent: Monday, August 26, 2013 12:42 PM
To: '[e-mail]'; '[e-mail]'
Subject: Stormwater Submittals
Re: SW8 980204; BEQ P630 Camp Johnson/AS4006-4007 Boiler Building Construction (Plan Revision)
SW8 060832; BEQ P151/M457-458 Boiler Building Construction (Modification)
SW8 970136; BEQ P630 Camp Lejeune/G920 Boiler Building Construction (Plan Revision)
SW8:0807-40:Field: Medical. Services: P-828/M508rBoilerBuii ding Construction (Modification)
The Wilmington Regional Office of the Division of Energy, Mineral, and Land Resources (Stormwater Section)
received the Stormwater Permit Applications and $505.00 fees on August 20, 2013, 2013. Your projects will be
assigned to a staff member and reviewed within 75 days of receipt. You will be notified if additional information is
needed. Please be advised that the construction of built -upon area may not commence until the Stormwater
Permits are issued.
Please call if you have any questions.
fo Casmer
Administrative Assistant for Stormwater Permitting
NC Department of Environment & Naturai Resources
Division of Environmental Assistance & Customer Service
127 Cardinal Drive Extension
Wilmington, NC 28405
Phone: [phone]
Fax: [phone]
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disdosed to third
parties

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f "Five Hundred Flve.and'60/100 Dollars
'0THs )RDER NCDENR
)F Division of Administration
4 127 Cardinal Drive Extension
Wilmington, NC 28405-3845
1248'68s:
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August 2,-2013 ,
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t,ompseteness neview �. �C���„�
Project Name: e -�a �l `4jd a<<.A .� �, Received Date: � -Zo
Project Location: r-D. c Accepted Date: &LtJ ZC)
Rules) 2008 Coastal 1995 Coastal Phase II (WiRO) Universal �1988 Coastal
Type of Permit: New or Mod or PR Existing Permit # (Mod ar PR): PE Cert on File?
Density• - HD.----- or...._ :: LD-_. =Type: -_-Commercial _:_or -_.._Residential ___-_..:_._ . NCGa- _..., .......
(% 00) Stream Class: MSA Map E]Offsite to SW8
Subdivided?: Subdivision or Single Lot nORW Map nExempt
Paperwork Emailed Engineer on:
F-1Supplement(s) (1 original per BMP) BMP Type(s): -_
�O&M with correct/original signatures (I original per BMP except LS/VFS and swales)
nAp­Pr_1C_a;'i_0n with correct/original signatures Deed
ElCorp or LLC: Sig. Aurh._per SoS or letter Email Address: Design Engineer
within bmo) Email Address: Owner
Soils Report with SHWT C C&A" Note to Reviewer:
rC-atCulations(,er�) K,->
❑ No obvious errors
ElDensity includes common areas, etc J
Deed Restrictions, if subdivided:
❑Signed & Notarized
ElCorrect Template fComm/Res & HD/LD) or Dec. Covenants & Rest.
Plans
Sets Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
1-1
Grading FlWetlands: Delineated or No Wetlands
Vicinity Map Layout (proposed BUA dimensions)
Legend �DA Maps El Project Boundaries
Infiltration Wet Pond Offsite
Soils Report ❑Soils Report MPE cert. for Master Lot #:
SHWT:
Bottom:
Visited:
Additional Information:
Permitted
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)
SHWT: El Deed Rest for Master Lot # Matches Master
PP: BUA Permitted (Master): sf
BUA Proposed (Offsite): sf
Proposed: Proposed:
Proposed:

CATLIN
Engineers and Scientists
TRANSMITTAL
TO: DENR, Land Quality Section 1 DATE:
S+0 C ih L,) 1- t
127 Cardinal Drive Extension
Wilmington, NC 28405NC 28405
We Are Transmitting Herewith The Following:
ITEM
X Drawings
Specifications
Shop Drawings
Contract Documents
Correspondence
Reports
ACTION
Post Office Box 10279
Wilmington, NC 28404-0279
Telephone. [phone]
Fax: [phone]
ust 20. 2013
P1422 Camp Lejeune
Steam Decentralization
CATLIN Project No.
1. For Your Use
2. For Review
3. Please Comment
4. Reply ASAP
5. Urgent
6. Returned
212154.02
TRANSMITTED BY
US Mail
X Messenger
Next Day Service
Other
NO. OF
COPIES
DESCRIPTION
ACTION
CODE
2
M4571M458 SWM Permit Modification -S �� GEC 4 �� '
2
2
M508 SMW Permit Modification -- S;� 2 C) o `? =} C%
2
2
AS4006/4007 SWM Plan Revision - S � '� S & �;LG =k
2
2
G920 SWM Plan Revision -7
2
COMMENTS:
COPY TO:
SIGNED:
RF(''f� 2 0 2013
www.catlinusa.com

CA TLIN
Enginoers and $elantlsts
Environmental
Civil
GCi1r11C1
e
Galen M. Jamison, Pk, LEED AP i
220 Old Dairy (toad [e-mail]
Wilmington, NC 28405 Mailing Address: STATE OF NORTH CAROF11N4
-rel.,[phone] Post office Box 10279 i
P,ax: [phone] Wilmington, NC 28404-0279 lent of Environmental and Natural Resources
Cell: [phone] www.caSlinusa.com 127 Cardinal Drive Extension
._�..WAmington, North Carolina 28405
[phone]
FILE ACCESS RECORD
SECTION (� t
I'ME/DATE L � i,G s C i'
L C J �
NAME S 4 �—
REPRESENTING
Guidelines for Access: The staff of Wilmington Regional Office is dedicated to making public records in
our custody readily available to the public for review and copying. We also have the responsibility to the
public to safeguard these records and to carry out our day-to-day program. obligations- Please read
carefillly the following guidelines signing the farm:
1. Due to the large public demand for file access, we request that you tail at least a day ill
advance to schedule an appointment to review the files. Appointments will be scheduled
between 9Main and 3:001>tn. Viewing time ends at4:45pm, Anyone arriving without an
ayyointrnent may view the fifes to the extent that time and staff sltpem.sio❑ is available,
2. You must specify files you want to retie ew bY_facili2y name. The number of files that you
may review afoiie time -will be limited to five.
3. You may make copies of a fsle when the copier is not in use by the staff and if tune permits.
Cost per copy is 2.5 cents for ALL copies if you make more than 25 copies. "There is no
charge for 25 or less copies. Payinent may be.madc by dieck, money order, or cash at the
reception desk- Copies can also be invoiced for your convenience.
4. FILES MUST BE KI:I'T IN ORDER YOU FOUND TIMM. Files may not be taken from
the office. To remove, alter, deface, mutilate, or destroy ruaterial in one of these files is a
misdemeanor for which you can be fined up to $500.00. No briefcases, large totems etc. are
permitted in the file review area.
5. In accordance with General Statue 25-3-512, a $25.00 processing fee will be charged and
collected for checks on which payment has been refused.
FACILITY NAME
2.�"1� OCQ� �3� PSI .flt `1�hnsor\ ZE
3. 4o Me6--5kau;ens
4. �„�� 9 G� jP �v 30t� �'Iy
5.-w,`t-
t tJ a
Signature and Na'm;** of FUTTI/Business Date
Please attach o busnfess card to this form
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