SW8891010_HISTORICAL FILE_20140919

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 I p ( 0
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
IN HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 ►� () q 1 q
YYYYMMDD

A PIMA
FAX
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y CDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
September 19, 2014
Commanding Officer
MCB Camp Lejeune
c/o Neal Paul, Deputy Public Works Officer
Building 1005 Michael Road
Camp Lejeune, NC 28547
Subject: Stormwater Management Permit No. SW8 891010
Electronics/Communications Maintenance Facility FC61
High Density Commercial infiltration Basin Project
Onslow County
Dear Mr. Paul:
John E. Skvarla, III
Secretary
The Wilmington Regional Office received a complete modified State Stormwater Management Permit
Application for the Electronics/Communications Maintenance Facility FC51 on August 22, 2014. Staff
review of the.plans and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Session Law 2008-211 and Title 15A NCAC 2H.1000, as applicable.
We are forwarding Permit No. SW8 891010 dated September 19, 2014, for the construction, operation and
maintenance of the BMP's and built -upon area associated with the subject project.
This permit shall be effective from the date of issuance until September 19, 2022, and 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), recordation of deed restrictions, certification
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
record deed restrictions, to certify the BMP's, to transfer the permit, or to renew the permit, will result in
future compliance problems
The approved modifications include:
• The addition of 469 square feet of proposed impervious area for a new boiler building and 743.6
square feet of future impervious 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, 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].
Sinc rely,
Tracy D is, P.E., Director
Division of Energy, Mineral and Land Resources
GDS/can: \\\Stormwater\Permits & Projects\1989\891010 HD\2014 09 permit 891010
cc: Galen Jamison, Catlin Engineers & Scientists
Wilmington Regional Office Stormwater File
Division of Energy, Mineral, and Land Resources
Land Quality Section — Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 - [phone] / Fax: [phone]

State Stormwater Management Systems
Permit No. SW8 891010
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
USMCB Camp Lejeune
Electronics/Communications Maintenance Facility FC51
Sneads Ferry Road, French Creek Area, Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of one infiltration basin in compliance with the
provisions of Session Law 2008-211 and 15A NCAC 2H .1000, as applicable (hereafter
the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by
the Division and considered a part of this permit.
This permit shall be effective from the date of issuance until September 19, 2022, 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 87,897 square feet of impervious area.
3. The offline bypass directs the runoff in excess of the design storm prior to
entering the infiltration basin to a vegetative filter with a flared end section used
to provide even distribution of the runoff over the length of the vegetated filter.
4. The tract will be limited to the amount of built -upon area indicated in Section 1.8
of this permit, and as shown on the approved plans. The built -upon area for the
future development is limited to 743.6 square feet.
5. The runoff from all built -upon area within the permitted drainage area of this.
project must be directed into the permitted stormwater control system.
6. The project shall provide a 50' wide vegetated buffer 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. .
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 891010
7. The following design criteria have been permitted for the infiltration basin and
must be provided and maintained at design condition:
Basin 1
a.
Drainage Area, acres:
4.56
Onsite, subject to 1995 rules, ftZ:
198727.4
Onsite, subject to SL 2008-211, ftZ:
1,212.6
Offsite, ftZ:
0
b.
Total Impervious Surfaces, ft :
87,897
Onsite, subject to 1995 rules, ftZ:
86,684.4
Onsite, subject to SL 2008-211, ftZ:
1,212.6
Offsite, ftZ:
0
c.
Design Storm, inches:
1995 rule, inches:
1.0
SL 2008-211, inches:
1.5
d.
Infiltration Basin Depth, feet:
3.0
e.
Infiltration Bottom Elevation, FMSL:
22.0
f.
Infiltration Bottom Surface Area, ft :
2,100
9.
Infiltration Bypass Weir Elevation, FMSL:
25.0
h.
Total Permitted Storage Volume, ft :
8,856
i.
Type of Soil:
Sand
.
Expected Infiltration Rate, in/hr:
0.6
k.
Seasonal High Water Table, FMSL:
16.0
I.
Time to Draw Down, days:
3.3
m.
Receiving Stream/River Basin:
Codgels Creek / White Oak
n.
Stream Index Number:
19-23
o.
Classification of Water Body:
Sc, NSW
II. SCHEDULE OF COMPLIANCE
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.
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.
3. The permittee shall follow the approved Operation and Maintenance Agreement
in its entirety, and shall provide and perform the listed operation and
maintenance procedures at the specified intervals to assure the permitted
stormwater system functions at optimum efficiency.
4. Records of maintenance activities must be kept for each permitted BMP. The
reports will indicate the date, activity, name of person performing the work and
what actions were taken.
5. The facilities shall be constructed in accordance with the conditions of this
permit, the approved plans and specifications, and other supporting data.
6. All stormwater collection and treatment systems must be located in public rights -
of -way, common areas or easements. The final plats for the project will be
recorded showing all such required rights -of -way, common areas and
easements, in accordance with the approved plans. Access to the stormwater
facilities shall be maintained via appropriate easements at all times.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 891010
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.
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.
d. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
e. The construction of any designated future BUA on the application.
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.
III. GENERAL CONDITIONS
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:
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
Owner's Association, subject to the requirements
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;
a Homeowner's or Property
of Session Law 2011-256;
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
3. Approved plans, calculations, supplement forms, operation and maintenance
agreements 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 4 of 7

State Stormwater Management Systems
Permit No. SW8 891010
4. Any individual or entity found to be in noncompliance with the terms and
conditions of this permit or with the stormwater rules, is subject to enforcement
action by the Division, in accordance with NCGS 143, Article 21.
5. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
6. 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.
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.
The permit issued shall continue in force and effect until revoked or terminated.
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.
Unless specified elsewhere, permanent seeding requirements for the stormwater
controls must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2008-
211, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et. al.
11. The permittee shall submit a permit renewal application 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 19i" day of September 2014.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division o Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 891010
Electronics/Communications Maintenance Facility FC51
Stormwater Permit No. SW8 891010
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 specification:
Signature
Registration Number
Date
SEAL
Page 6of7

State Stormwater Management Systems
Permit No. SW8 891010
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 bypass structure weir elevation is per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the bypass 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 surface area and/or volume have been
provided.
12. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DEMLR Wilmington Regional Office
Page 7 of 7

CATLIN
Engineers and Scientists
August 20, 2014
NC Department of Environment and Natural Resources
Division of Water Quality
Attn: Ms. Linda Lewis/Christine Nelson
127 Cardinal Drive Extension
Wilmington, NC 28405
Subject: Request for Additional Information
Stormwater Project No. SW8 891010
Electronics / Communications Maintenance Facility FC51
Onslow County
Post Office Box 10279
Wilmington, North Carolina 28404-0279
Telephone: [phone]
Fax: [phone]
www.catlinusa.com
lvz
AUG 22 2014
rAUG
2 2 2014
BY:
Ms. Nelson:
We've reviewed the request for additional information letter for the above referenced project
dated July 17, 2014 and offer the follow responses to you comment. For ease of reference
we've included your original comment in gray italic.
1. The supplements submitted with this application to modify the permit were the wet detention
basin supplements with a project name referencing building FC134. Please provide the updated
infiltration basin supplement associated with building FC51.
The infiltration basin supplement for FC51 is attached for your review.
2. The floor plans submitted with this application to modify the permit reference building FC134.
Please provide the site plan or floor plan associated with building FC51.
The FC51 Plan is attached for your review.
3. The updated operation and maintenance agreement id for an infiltration basin. The previous
permit appears to indicate the BMP is an infiltration basin. However, Section IV.1 of the
application and the drainage basin map indicates the BMP is a wet detention pond. Please
clarify the type of BMP associated with this project.
A revised page 3 of the application indicating that treatment is provided by an infiltration basin is
attached for your review.
4. The certification of Compliance issued on April 25, 1990 and the associated calculations
appear to limit the amount of impervious area to 86,684 square feet with no allocation of future
impervious area. Any increase over this approved amount is considered a major modification to

the permit and requires the additional impervious area to be considered and permitted under the
current rules. Please revise the application documents as necessary to document the change in
the design storm for the additional impervious area. If extra volume is available in the BMP,
please consider adding a future impervious allocation, which will make future small increases in
impervious area like this an easier permitting process.
I have revised the calculations using the current BMP requirements for the new impervious area
that will be added to the permit, additionally because the existing BMP has more volume than
required for the existing and the additional impervious, I have added the impervious area that
uses the remaining volume as future impervious area on the application. The revised
calculations and the revised page 3 of the application are attached for your review.
If you have any, additional questions or if we can help in the expidition of the review please
contact me at 910-452-5861.
Ranarric
Jeffery A. Roney
Senior Designer
Enclosures
ECEIVE
AUG 2 2 20%
BY:

Org Area, SF
New Area, SF
Total, SF
Total Drainage Area
199940
Pervious
112786.6
Impervious Area
Roof
19166.4
469
19635.4
Pavement
67518
67518
Total
86684.4
87153.4
C roof
1
C pavt
0.9
C grass
0.2
C composite
0.51
= original C factor used in design
Existing Permitted Impervious (1" treatement)
Volume Required, CF
8712
CF (from original permit design Volume)
New Impervious (1.5" treatment)
impervious
100.0%
Rv
0.950
Volume Required, CF
56
CF (voulme from 469 SF impervious)
Existing Provided, CF
8712
CF (original design Volume)
8856
CF (Total exist. BMP volume avalible)
88
CF (Remaining BMP volume avalible)
Future Impervious, SF
743.63
SF (Future Impervious that produces 88
CF)
Impervious surface summary
Existing inpervious
86684.4
SF
Proposed Boiler Bldg
469
SF
Future Impervious
743.63
SF
Total Impervious
87897.031SF
=
43.96%
\`,,,\ \,kCAR(
�n•a� Q
ECEVJ `F
AUG 2 2 2014
BY:-----

CATLIN
Engineers and Scientists
April 23, 2014
NC Department of Environment and Natural Resources
Division of Water Quality
Attn: Ms. Linda Lewis/Christine Nelson
127 Cardinal Drive Extension
Wilmington, NC 28405
Post Office Box 10279
Wilmington, North Carolina 28404-0279
Telephone: [phone]
Fax: [phone]
www.catlinusa.com
Ref: SW8891010, Electronic Communication Maintenance Facility FC51
P1449 ENERGY EFFICIENCY IMPROVEMENTS
MARINE CORPS BASE
CAMP LEJEUNE, NC
Dear Ms. Lewis/Nelson,
The United States Marine Corps is constructing a base wide project to decentralize the
existing steam system at Camp Lejeune. In order to decentralize the existing steam
system, new localized boilers will be added at locations either in or near each of the
existing buildings. Any additional impervious surface added to areas that are outside an
existing permitted area will be done with an NOI permit and will be provided under
separate cover.
This permit modification is for the construction of a proposed boiler building adjacent to
FC51 located within French Creek (FC) areas of Camp Lejeune. FC51 is within an area
that is covered by permit SW8891010, Electronic Communication Maintenance Building
1. This application also requests a name change from 'Build 1" to "Facility FC51".
Stormwater drains within the White Oak River Basin and outfalls Cogdels Creek, stream
index # 19-23, SC; NSW waters. There are neither wetlands nor environmental areas of
concern within the project limits of the proposed building. This building will be
constructed in a grass area and will result in 469 square feet of new BUA. The existing
permit includes an infiltration pond, however, there is no future BUA allocated, density
classification nor stormwater boundary defined. This application will also be used to
define the project boundary for the permit. Review of the design calculations shows the
infiltration pond has adequate capacity for this minor increase in BUA, as there is no
change in the C factor and the original design used the C factor to calculate runoff
volume. The current design requirements result in a decrease of 1,350 CF of runoff
volume required for the 1" storm event. Attached is the permit modification, the revised
O&M agreement and infiltration basin supplemental form.
ECEVVE
MAY 0 1 2014
BY:
MAY 04 2014

Please contact me at 910-452-5861 if you have any questions or comments.
Regards,
Galen M. Jamison, P.E.
CATLIN Project Manager
Enclosures
ECF-tVE
h Li
MAY 0 1 2014
BY:

NC®ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
July 17, 2014
Commanding Officer .
MCB Camp Lejeune
c/o Neal Paul, Deputy Public Works Officer
1005 Michael Road
Camp Lejeune, NC 28542
Subject: Request for Additional Information
Stormwater Project No. SW8 891010
Electronics / Communications Maintenance Facility FC51
Onslow County
Dear Mr. Paul:
John E. Skvarla, III
Secretary
The Wilmington Regional Office received and accepted a modified State Stormwater Management Permit
Application for the Electronics / Communications Maintenance Facility FC51 on May 1, 2014. 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:
V/,�. The supplements submitted with this application to modify the permit were the wet detention basin
supplements with a project name referencing building FC134. Please provide the updated infiltration
basin supplement associated with building FC51.
✓2. The floor plans submitted with this application to modify the permit reference building FC134.
Please provide the site plan or floor plan associated with building FC51.
✓3. The updated operation and maintenance agreement is for an infiltration basin. The previous permit
appears to indicate the BMP is an infiltration basin. However, Section IVA of the application and the
drainage basin map indicates the BMP is a wet detention pond. Please clarify the type of BMP
associated with this project.
,ZX4. The Certification of Compliance issued on April 25, 1990 and the associated calculations appear to
limit the amount of impervious area to 86,684 square feet with no allocation of future impervious
area. Any increase over this approved amount is considered a major modification to the permit and
requires the additional impervious area to be considered and permitted under the current rules.
Please revise the application documents as necessary to document the change in the design storm
for the additional impervious area. If extra volume is available in the BMP, please consider adding a
future impervious allocation, which will make future small increases in impervious area like this an
easier permitting process.
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 August 22, 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.
Division of Energy, Mineral, and Land Resources
Land Quality Section - Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 • [phone] / Fax: [phone]

USMCB Camp Lejeune
July 17, 2014
Stormwater Application No. SW8 891010
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, n
l L-tv.ti� ? JL",
Christine Nelson
Environmental Engineer
GDS/can: \\\Stormwater\Permits & Projects\1989\891010 HD\2014 07 addinfo 891010
cc: Galen Jamison, Catlin Engineers & Surveyors
Wilmington Regional Office Stormwater File
Page 2 of 2

i;.. ` 1;,"nt5 t�;r.I-,
'
Casmer, Jo
From:
Casmer, Jo
Sent:
Friday, May 30, 2014 9:13 AM
To:
'Galen Jamison; '[e-mail]'
Subject:
Electronics/Communications Maintenance Facility FC51; Stormwater Permit SW8 891010
The Wilmington Regional Office of the Division of Energy, Mineral, and land Resources (Stormwater Section) received the
Stormwater Permit Modification Application and $505.00 fee on May 1, 2014. Your project will be assigned to a staff
member and 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 Permit is issued
Jo Casmer
Administrative Assistant for DEMLR/Stormwater Section
NC Department of Environment & Natural Resources
Division of Environmental Assistance & Customer Service
127 Cardinal Drive Extension
Wilmington, NC 28405
Phone:[phone]
Fax: [phone]
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disdosed to third
parties

CatDataRelease
Page 2 of 2
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DEMLR USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may 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.):
Electronics/Communications Maintenance Facility FC51
2. Location of Project (street address):
Camp Lejcune - French Creek Area
City:Camp Lejeune County:Onslow Zip:28542
3. Directions to project (from nearest major intersection):
Enter the Main Base Entrance to Camp Lejeune from Route 24. i-lead south on Holcomb Blvd for 3.3 miles
and turn left onto Sneads Ferry Road. Travel south for 2.1 miles and site will be on the left.
4. Latitude:34° 39' 15.5" N Longitude:77° 18' 43.3" W of the main entranceto the project.
LCE7VE it. PERMIT INFORMATION:
1.a.Specify whether project is (check one): ❑New ®Modification ❑ ReneNwal� &44ifaftn
tRenavals with modifications also requires SWU-102 - �enezuat Application Form
.RR.
b. If this application is being submitted as the result of a modification to an existing pgyirn t,-fistthe ex st r g—
permit numberSW891010 , its issue date (if known)4/25/1990 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 ❑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
DEMLR 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):
❑LAMA Major ❑Sedimentation/Erosion Control ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 2012-200, Part VI: htti2:Hl2ortal.ncdenr.orghveb/ir/rules-and-reailahons
Form SWU-101 Version Oct. 31, 2013 Page I of

,III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization: Neal Paul, USMCB Camp Lejeune Designated Government Offical
Signing Official & Title:
b. Contact information for person listed in item la above:
Street Address:1005 Michael Road
City:Camp Lcjeune Statc:NC Zip:28547
Mailing Address (if applicable):
City: State: Zip:
Phone: (910 ) 451.3034
Email:[e-mail]
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 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/i
Signing Official &
b.Contact information for person listed in item 2a above:
Street Address:
Mailing Address (if applicable):
City: State: Zip:
Phone: ( ) Fax: ( ) Email: `.
tl�p�UtlyE
3. a. (Optional) Print the name and title of another contact such as the project's co� i ru ti ¢ eriv'I�4�94r or other
person who can answer questions about the project: �7A� V I LUI�
Other Contact Person/Organization: �Y
Signing Official & Title:
b.Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
4. Local jurisdiction for building permits:
Point of Contact: Phone #:
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the storm water runoff will be treated.
The runoff from the new building will be directed to the existing infiltration basin located in the southeast
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the White Oak River basin.
4. Total Property Area: 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*:4.59 acres
Total project area shall be calculated to exclude the followingg the nornml pool of int founded structures, the area
between the batiks of streams and rivers, the area below the Nonrwl High Water (NM line or Meat High Water
(MHW) line, and coastal wetlands lanalzoard from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal Wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 43.96
9. How many drainage areas does the project have?7 (For high density, count 1 for each proposed engineered
stornrzoater BMP. For lozo density and other projects, use 1 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.
Basin Information
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area _
Receiving Stream Name
Cudgels Creek
Stream Class *
SC; NSW
Stream Index Number *
19-23
Total Drainage Area (so
199,940
On -site Drainage Area (so
199,940
Off -site Drainage Area (sf)
0
Proposed Impervious Area** s
87897.03
Impervious Area** total
43.96
Impervious" Surface Area
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings/ Lots (SO
469
On -site Streets (so
On -site Parking (sf)
On -site Sidewalks (so
'`Al 161 7 2
Other on -site (so
Future (so
743.63
Off -site (so
0
Existing BUA*** (so
86684.4
Total (so:
87897.03
Stream Class and Index Number can be determined at: http.&ortaLncdenr.org zveb/wq[ps/esrdclassifications
In y�ervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Report only that amount of existing BLIA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
Fonn SWU-101 Version Oct. 31, 2013 Page 3 of 6

'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. I -low was the off -site impervious area listed above determined? Provide documentation.
Proieets in Union County: Contact DF.MLR Central Office staff to check if die project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormmwater requirements as per I5A NCAC 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 httv://vortal.ncdenr.ore/web/wci/ws/su/bmi)-nianua].
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
http://12ortal.ncdenr.org/web/wq/ws/su/statesw/forms does. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at http://portaLncdenr.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 htty://portal.ncdenr.org/web/wq/ws/so/statesw/forms does.
l itials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants h(a
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP. v,
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to ly�
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
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the v\01"
receiving stream drains to class SA waters within 1h mile of the site boundary, include the 1/2
mile radius the map.
7. Sealed, signed
and dated calculations (one copy).
S. 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 elevat oarfc 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. K MAY n 2014
• Delineate the vegetated buffer landward from the normal pool elevation of impounde
structures, the banks of streams or rivers, and the MHW (or NHW) of tida)]waters.
i. Dimensioned property/project boundary with bearings & distances. BY.
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.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify V�AI
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 DEMLR to verifij the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: Page No: )1(�
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC _ xJA
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http://www.secretary.state.nc.us/Corporations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
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 httl2://12ortal.1)cdenr.org/web/Ir/state-
stormwater-forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
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:Galen Jamison, PE
Consulting Firm: Catlin Engineers & Scientists
Mailing Address:220 Old Dairy Road
City:Wilmington State:NC Zip:28405
Phone: (910 ) 452.5861 Fax: (910 ) 452.7563
Email: ag len.jamisonOcatlinusa.com
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) Neal Paul certify that 1
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) Neal Paul with (print or type name of organization listed in
Contact Information, item la) Neal Paul 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.
Pllp�_
J tL��e
I MAY 0 1 2014
BY:
Form SWU-101 Version Oct. 31, 2013 Page 5 of

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
I, a Notary Public for the State of County of
do hereby certify that personally appeared
before me this _ day of , and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
X. APPLICANT'S CERTIFICATION
I, (print or hype name of person listed in Contact Information, item 1a) Neal Paud
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 storm�6Ee� rules under 15A ILIAC 2H .1000 and any other applicable state stormwater requirements.
Date: L -A.A/
/1 4i 1f i}1r \ a Notary Public for the State of N� CFio�� , County of
�A16IJ , do hereb certify that NCal 4"1 personally appeared
before me this & day of I, and ackn -1 1 the due execution of the application for
a stormwater permit. Witness my and and official seal,
ALICE A. BONNETTE
Notary Public
Onalow County
State of North Caro Ina
CommlSalon Irea /
SEAL
My commission expires
MAY 0 1 2014
BY:�_
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6

Project Name:
Project Location:
Rule(s) 112008 Coastal
Type of Permit: New
Density:. -HD -- or ---- LD
%: n(%OK?)
completeness review
-e- /k,
Coastal ®Phase II (WiRO )
Received Date: / 2-t)
Accepted Date:
❑Universal ®1988Coastal
Existing Permit # (Mod or PR): g-� O PE Cert on File?
-Commercial -.__or--.=-Resi entia __--_ -= NCG --- ---
Stream Class: ®SA Map ❑Offsite to SW8
nr Single Lot —IMORW Map MExempt
Paperwork Emailed Engineer on:
®Supplement(s) (1 original per BMP) BMP Type(s):
�8&M with correct/original signatures (1 original per BMP except LS/VFS and swales)
pplication with correct/original signatures ❑Deed
Corp or LLC: Sig. Auth per SoS or letter mail Address:
505 (within 6mo) mail Address:
Design Engineer
Owner
Soils Re rt with SHWT Note to Reviewer:
culations (signed/sealed)
®No obvious errors / u
Density includes common areas, etc
�d Restrictions, if subdivided:
& Notarized
u
Plans
E]TSets
❑Grading
❑Vicinity Map
®Legend
Infiltration
Soils Report
SHWT:
Bottom:
Visited:
Additional Information:
Permitted
Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Wetlands: Delineated or No Wetlands
❑Layout proposed BUA dimensions)
Maps Project Boundaries
Wet Pond
Offsite
Soils Report
1:1PE Cert for Master
El Deed Rest for Master
�SHWT:
PP:
BUA Permitted (Master):
BUA Proposed (Offsite):
Pr000sed: Proposed:
Lot #:
❑lot # Matches Master
sf
sf
Proposed:
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)

Iq
GENERAL SHEET NOTES
BUILDING CODE SUMMARY
At] EDIETON OF NO CWE FOR: • NEW CONSTRUCTION OADDRION oUPPT
IXISTNG: ORECONSTRUCTION OALTERATION OREPAIR oFFNWATION
..EFFECTS. OR,GNAL LESS) IC', TT
RENOVATED WWiFNT LlEI(C', 3)
PRONGEEDU¢EI IFaVNfu
BO¢ERS OVER ANpW BN•NOW OYES
•IF NO, ONE E%IF REWIRED, SERINRER OR t YOUR RATED ENCLOSURE REOUIRF➢ FOR BOILER ROOMS IN
pU3TWGBLNDING6
BASIC BUILDING DATA
CONSTRUCTION TYPE: ON. OIM Oul-A
EDN�+Sm+RNrl ola •Ba poXE
SPIONGERS. NO XTYIES LL YES
STMDPIPEC. •NO OYES CLASS GI
III OYES IPmvy)
FIRE BUILDING
RULLIIWG HEIGHT: FEET 1443'
GROSSGUILDINGAREA:
R.GOR IXl4TING 30.FT.
OIV OVA
ova
ONFPA I]
OII
F1.CCO
NEW SO. Fi
INFRA 13R oNFPA t3D
OIII ONO DORY
HASARDARFA: oN0 OYES
SVB-TOTAL
1�M1ttOF[88
�iI��iD{�LL
SFSEM
TOTAL
rs
FIRE PROTECTION REQUIREMENTS:
BUILDING ELEMENT
F E
Ep
pISTAN
(�
RECT
RATING
PROVIDED
(W/�
REpUCIION
DETNL•
AND
SHEETO
DESIGN•
FOR
RATED
ASSEMBLY
DESIGN.
FOR
RATED
PENEIMTION
DESIGN.
FOR
RATED
JOINTS
6p1RyUGpNDRACLpFLTIJUME
GIRDER6.GTRU65E3"
E OERIOR
EASE
EAST
WEST
S�EOAARRGO
NTE
A.M.RIMSA ¢
RIOR
MY
WEST
SOURI
WIERIIXI
IN�FICLUDWING SUFORTING
8EAMSANDJOIST5
ROOF CRTSTRUGOON
INUELD NO SUPFORRNG
6 SKID NX4T4
SMARTS-E)BT
SN 5.OTTER
COggI00R SEPAMIION
OCCUPANCY SEPAMIIpI
pMryIFIRE WNL SEPAMTN]N
SMOKE BMRIER SL-PARATION
IENNSSIESON
INCIDDEENTALLUUSE SEPARATION
INDICATE SECTION NUMBER PERMUTING F EOUGRON
LIFE SAFETY SYSTEM REQUIREMENTS: -NOT APPLICABLE
EWFREODREAIENTS
NUABERANDARRWGEMENT OF Wf6
NT
I. ALL DIMENSIONS AGE TO FACE OF CIVIL UNLESS MOTTO ONERm¢.
2. NOTIFY DESIGN B'JROER WRING THE COURSE OF CONSTRUCTION OF ANY CONDITIONS,
JVCmREO W ENCOUNTERED, THAT UlMF, FRED TLOSE INOICAIEO ON IBE CRAYAGS
OF SEECIFlGTIONS.
3 su"EY THE EFFECTED LAW BEFORE SIARiWG WORT AS ALL EXCITING CCNOTIONS CA'.\yt
BE COMPLETELY DEPICTED ON ME DRAWINGS AND SOME UNUSUAL CONDITIONS EXIST.
�DFS RG M�TCN
NUMOTTOF
EMI9
N 6�ABLE
gSpTTRRyAAVVIEF-DISTANCE
1U15.1) D µS
p9%,4WI tSIOAF]I
EY�IS OIOPNLANUSN
W spy
AI F P - FC51
1. GIXUDDOR DEAD ENDS ISECTGN 1016.3)
2 SINGLE E%RS (TABLE 10185)
S COMMON PATH OF ITI (SEDITION 1013,3)
OCCUPANCY
NEW MECIWIICAL BUILDING: F-1
NORTH
BOOSTING BUILDING: B
XPCi III .`1 xNI
PROGRESS
DFWWWG- DO
NOT USE FOR
CONSTRUCTION
3
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GRAPHIC SCALE
0' 5' 10' 20' 30' 40' 50' SO'