SW8960815_HISTORICAL FILE_20140908

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 01V O SS 15
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
® HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
WIA0 `I 0 g
YYYYMMDD

�e
Ae
NC®ENR
North Carolina Department of Environment and
Natural Resources
Pat McCrory
Governor
September 8, 2014
Commanding Officer
MCB Camp Lejeune
c/o Neal Paul, Deputy Public Works Officer
1005 Michael Road
Camp Lejeune, NC 28542
Subject: State Stormwater Management Permit No. SW8 960815
Electronics Communications Maintenance Building FC134
High Density Commercial Wet Detention Pond Project
Onslow County
Dear Mr. Paul
John E. Skvada, III
Secretary
The Wilmington Regional Office received a complete, modified Stormwater Management Permit Application
for the Electronic Communications Maintenance Building FC134 on September 8, 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, as applicable. We are
forwarding Permit No. SW8 960815 dated September 8, 2014, for the construction, operation and
maintenance of the BMP's and built -upon areas 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 July 14, 2018, shall now be effective from the date of
issuance until July 14, 2022. 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), recordation of deed restrictions, 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 transfer the permit, or to
renew the permit, will result in future compliance problems.
The following modifications are included and covered by this permit:
• An increase in the approved impervious area within the previou ly approved drainage area by 269 ftZ
for a proposed boiler building as well as an allocation of 9,331 f for future development.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH).
The written petition must conform to Chapter 150B of the North Carolina General Statutes, and must be filed
with the OAH within thirty (30) days of receipt of this permit. You should contact the OAH with all questions
regarding the filing fee (if a filing fee is required) and/or the details of the filing process at 6714 Mail Service
Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website at
www.NCOAH.com. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Christine
Nelson in the Wilmington Regional Office, at [phone].
Sinc rely,
�D5
; . Tracy Dav , P.E., Director
Division of Energy, Mineral and Land Resources
GDS/can: \\\Stormwater\Permits & Projects\1996\960815 HD\2014 09 permit 960815
cc: Galen Jamison, Catlin Engineers and 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 960815
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 Building FC134
Building FC134, McHugh Blvd, Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of one (1) wet detention pond in compliance with
the provisions of 15A NCAC 2H .1000 and Session Law 2008-211, as applicable, (hereafter
referred to as the "stormwater rules') the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by the
Division and considered a part of this permit.
This permit shall be effective from the date of issuance until July 14, 2022, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff
as described in Section 1.7 of this permit. The stormwater control has been designed
to handle the runoff from 132,470 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 9,331
square feet.
4. For any improvements approved with this modification and under Session Law 2008-
211, 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.
5. A vegetated filter strip is not required for this pond as it has been designed for a 90%
total suspended solids removal efficiency.
6. The runoff from all built -upon area within the permitted drainage area of this project
must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 960815
7
The following design criteria have been provided in the wet detention pond and must
be maintained at design condition:
a. Drainage Area, acres:
Onsite, ft :
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
Onsite, subject to 1995 rules, ft2:
Onsite, subject to SL 2008-211, ft2:
Offsite, ft
C. Design Storm, inches:
subject to 1995 rules, ft2:
subject to SL 2008-211, ft2:
d. Pond Design Depth, feet:
e. TSS removal efficiency:
f. Permanent Pool Elevation, FMSL:
g. Permanent Pool Surface Arel, ft2:
h. Permitted Storage Volume, ft :
i. Temporary Storage Elevation, FMSL:
j. Pre-dev. 1 yr-24 hr. discharge rate, cfs
k. Controlling Orifice:
I. Orifice flowrate, cfs:
M. Permitted Forebay Volume, ft3:
n. Fountain Horsepower
o. Receiving Stream/River Basin:
P. Stream Index Number:
q. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
4.72
205,603
NONE
132,470
122,870
9,600
none
1.0
1.5
4.5
90%
12.0
10,610
11,505
13.0
4.51
24 x 3/8" 0 pipe
0.05
6,938
1/8
Codgels Creek / White Oak
19-23
"Sc, NSW"
1. The stormwater management system shall be constructed in its entirety, vegetated
and operational for its intended use prior to the construction of any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be'repaired immediately.
3. The permittee shall, at all times, provide the operation and maintenance necessary to
assure the permitted stormwater system functions at optimum efficiency. The signed
and approved Operation and Maintenance Agreement must be followed in its entirety
and maintenance must occur at the scheduled intervals.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DENR. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
Decorative spray fountains will be allowed in the stormwater treatment system, subject
to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent pool
surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing,
may be used only if they draw water from the surface in the deepest part of the
pond.
c. The falling water from the fountain must be centered in the pond, away from the
shoreline.
d. The maximum horsepower for a fountain in this pond is 1/8 horsepower.
The facilities shall be constructed in accordance with the conditions of this permit, the
approved plans and specifications, and other supporting data.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 960815
7. 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.
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.
All stormwater collection and treatment systems must be located in public rights -of -
way, dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such rights -of -way, common areas and 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.
10. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, all or part of
the project area. The project area is defined as all property owned by the
permittee, for which Sedimentation and Erosion Control Plan approval or a
CAMA Major permit was sought.
d. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
e. The construction of any future BUA listed on the application.
11. 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.
12. 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.
III. GENERAL CONDITIONS
Any individual or entity found to be in noncompliance with the provisions of a
storrmwater management permit or the Stormwater rules is subject to enforcement
procedures as set forth in NCGS 143 Article 21.
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.
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.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 960815
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 subdivision, sale or conveyance of the project
area in whole or in part;
b. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of Session Law 2011-256;
c. Bankruptcy;
d. Foreclosure;
e. Dissolution of the partnership or corporate entity;
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
5. The permittee is responsible for compliance with all permit conditions until such time
as the Division approves the transfer request.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit remains in force and effect until modified, revoked, terminated or renewed.
The permit may be modified, revoked and reissued or terminated for cause. The filing
of a request for a permit modification, revocation and re -issuance or termination does
not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. The permittee shall submit a permit renewal application request at least 180 days prior
to the expiration date of this permit. The renewal request must include the appropriate
application, documentation and the processing fee.
Permit modified and reissued this the 8th day of September 2014.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
(oz i-racy upis, r.t_., uirector
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 7,

State Stormwater Management Systems
Permit No. SW8 960815
Electronics Communications Maintenance Building FC134
Stormwater Permit No. SW8 960815
Onslow County
Designer's Certification
I, , as a duly registered in the State
of North Carolina, having been authorized to observe (periodically/ weekly/ full time) the
construction of the project,
(Project)
for (Project Owner) hereby state that, to the best
of my abilities, due care and diligence was used in the observation of the project construction
such that the construction was observed to be built within substantial compliance and intent
of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 960815
Certification Requirements:
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount
of built -upon area.
3. All the built -upon area associated with the project is graded such that the runoff
drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet structure.
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. Required drawdown devices are correctly sized and located per the approved
plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
15. The required system dimensions are provided per the approved plans.
16. All components of the stormwater BMP are located in either recorded common
areas. or recorded easements.
cc: NCDENR-DEMLR Wilmington Regional Office
Page 7 of 7

`
DEMLR USE ONLY
' Date Received
Fee Paid
Permit Numb,
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 forni stay be photocopied for use as an original
I. GENERAL INFORMATION
f A
1. Project Name (subdivision, facility, or establishment name -should be consistent'
^th'p`roj>?ct_mY-n eYE of
specifications, letters, operation and maintenance agreements, etc.): MAY 0 12014
2. Location of Project (street address):
Camp Lejeune - 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. Head south on Holcomb Blvd for 3.3 miles
and turn left onto Sneads Ferry Road. Travel south for 2.1 miles and turn right onto McHugh Blvd Travel
west for 0.4 miles, site will be on the left behind building FC120.
4. Latitude:34° 39' 19.9" N Longitude:77° 19' 41.7" W of the main entrance to the project.
IL PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modificationt
tReneznals With modifications also requires SWLI-102 - Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8960815 , its issue date (if known)6/14/2008 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):
❑CAMA Major ❑Sedimentation/Erosion Control: _
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
ac of Disturbed Area
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? 1gNo UYe.
If yes, see S.L. 2012-200, Part Vl: httl2://12ortal.ncdenr.org/web/lr/rules-and-regidations
Fonn SWU-101 Version Oct. 31, 2013 Page 1 of 6

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/ Organ ization:Neal Paul, USMCB Camp Lejeune Designated Government Offical
Signing Official & Title:
b.Contact information for person listed in item 1a above:
Street Address:1005 Michael Road
City:Camp Lejeune State:NC Zip:28547
Mailing Address (if applicable):
City:
Phone: (910 ) 451.3034
Email:[e-mail]
Fax: (910 ) 451.3300
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/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: ( )
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official &
b. Contact information for person listed in item 3a above:
Mailing
City:_
Phone:
4. Local jurisdiction for building permits:
Point of Contact:
Fax:
Phone #:
0 t 2014
FormSWU-101 Version Oct. 31,2013
Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
The runoff from the new building will be directed to the existing wet detention pond located to the north
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*:4.72 acres
Total project area shall be calculated to exclude the following the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Nornal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landzoard fromn the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BL1A). Non -coastal wetlands landzoard 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 = 64.43 %
9. How many drainage areas does the project have?1 (For high density, count 1 for each proposed engineered
stornwater BMP. For loz) 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
205,603
On -site Drainage Area (sf)
205,603
Off -site Drainage Area (so
0
Proposed Impervious Area** (so
1 132470
Impervious Area** total
64.43
hu ervious' Surface Area
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings/Lots (so
269
On -site Streets (so
On -site Parking (so
On -site Sidewalks (so
„r
Other on -site (so
Future (so
9331
2
0
Off -site (so
0
Existing BUA*** (sf)
]22870
gy;
Total (so:
132470
Stream Class and Index Number can be determined at: http://portal.ncdmir.orghoebhaVX,sIcsu/classi ieatioas
Im``�emvious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidezuniks, gravel areas, etc.
Report only that amount of existing BUA that will remain after development, Uo not report any existing BUA that
is to be removed and zohich will be replacer) by new BUA.
Form SWU-101 Version Oct. 31, 2013 Page 3 of

***Report only that mnount of existing BLIA that will remain after development. Do not report any existing BLIA that
is to be removed and which will be replaced by new BLIA.
11. How was the off -site impervious area listed above determined? Provide documentation.
Projects in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that ntc-v be subject to more stringent storvnrater regttirementy as per 15A 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 http://portal.ncdenr.org/web/wq/ws/su/bmp-manual.
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://portal.ncdenr.org/web/wq/ws/su/statesiv/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://12ortal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from httl2://12ortal.ncdenr.org/web/wq/ws/su/statesw/forms dots.
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 n
Form. (if required as per Part VI( below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M &�
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envheIR.org/-pages/onestopexl2ress.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 for1�
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the 01'�\
receiving stream drains to class SA waters within'/z mile of the site boundary, include the t/z
mile radius on the map.
7. Sealed, signed and dated calculations (one copy). J'0
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.
I. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
seaters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of imy'psunde p r4 y
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal aterr..
i. Dimensioned property/project boundary with bearings & distances. MAY 0 1 loin
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
L Details of roads, drainage features, collection systems, and stormwater control mc9Vu1es.
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

a
p. Vegetated buffers (where required).
Copy of any applicable soils report with the associated SHWT elevations (Please identify V\ I h
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"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verify the SHWT prior
to submittal, [phone].)
A copy of the most current property deed. Deed book: Page No: t^ 0\
For corporations and limited liability corporations (LLC): Provide documentation from the NCB
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
VIL 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 ham://portal//12ortaliicdenr.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.
Vill. 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
Phone: (910 ) 452.5861
Email:[e-mail]
catlinusa.com
State:NC Zip:28405
Fax: (910 ) 452.7563
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
1, (print or type name of person listed in Contact Information, item 2a) Neal Pad 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 la) Neal Paul with (print or type nane of organization listed in
Contact Information, item In) Neal Pad 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.
ECEVVFr
MAY 0 1 2014
1
BY:
Form SWU-101 Version Oct. 31, 2013 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
ageht (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
a Notary Public for the State of
do hereby certify that
before me this _ day of
Date:
County of
personally appeared
and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Infornwtion, itent la) Neal Paid
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 stor ter rules der SA NCAC 21-1 .1000 and any other applicable state stormwater requirements.
Signatu�re/: /� Date:-? , ( I , I 1
c/� a Notary Public for the State of /�/ �Gs�fr County of
�Nl do here y certify that / �Gl /(�apersonally appeared
before me this L day of a;�9/1 , and ack 6wledgee t/ell due
eeexecuti n of the application for
a stormwater permit. Witness my hand and official seal, ���i l u'
ALICE A. BONNETTE
Notary Public
Onalow County
State of North CarolinaJ
Commieslon ireaz3cef
SEAL
My commission expires --:�7 �L//_✓lam
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6

Pond "'I" with New Impervious Area
NC DENR Retention Calculation and Requirements
=(CEIVE
W*4-Z 2014
ew-P *t
Objective: design a wet detention basin with the following characteristics: a permanent water poc depth5`etWeen-3--und-
8-feet, a surface area that meets TSS removal requirements (values set by NC DENR and included here), a forebay that
is approximately 20% of the total pond volume, a temporary water pool sized to detain the initial 1.5\0t^�'i/I infaf JunoN, an
outlet device that drains the temporary water pool within 2-5 days, and a length -to -width ratio o`,Qr�uirrlQ(I�
Q . 'ESSto''. %
Step 1: Determine the surface area required for 90% TSS removal O.' F y .7
O
Post -Development Conditions =, g, SAP,-/ l
Total Drainage Area (only new inpervious)
Impervious Area
Impervious Cover
Elevation of Permanent Pool Surface
Depth of Permanent Pool
Elevation of Wet Detention Pond Bottom
Determin Required SA/DA by Interpolating
known values
Required SAIDA Ratio for 90% TSS Removal
Additional Pool Surface Area
Pool Area from previous impervious
Total Pool Area Required
Permanent Pool Surface Area
9600,00 SgFt Pond "l"wit e n a•
9600.00 SgFt Value from a9) p ' �'�
100.00 Impervious Cove F2'i®ilA��$' re
Area)/(Total DraAag9�re'1
12.00 FT Value selected by de0110a I
4.5 FT Value selected by designer
7.5 FT
Impervious %
TSS
90
7.2
100
8.1
1 10,602 1
10,610
(Bottom Elevation)=(Permanent Pool Surface
Elevation) -(Depth of Permanent Pool)
values from 90% SA-DA Ratio Table
Interpolated value from above
1.5"Treatement (new impervious)
1 "Treatement
Interpolated value from stage -storage
Rune" Coetncient, Rv
0,950
IN/IN
Rv=0.05+0.009'(% Impervious)
Additional 1.5 Runoff Volume
CF
1. 5" treatement volume (new impervious)
Previous 1" Runoff Volume
CF
1 "treatement volume
Total Runoff Volume Required
q11,211.9
CFTotal
Volume at Overflow Elevation
CF
Temporary Volume Provided at Pond Overflow
Elevation
Treatment Runoff Volume Elevation
13.00
FT
Value is interpolation based upon stage -storage
values. See stage -storage calculations
Value from stage -storage calculations
Volume Below Permanent Pool
34,523
CF
(cumulative pond volume at permanent pool
elevation)
Step 3: Calculate the required forebay volume
(18-22% of total
pond volume)
and compare to the forebay volume provided
Total Pond Volume
34,523
CF
Value from stage -storage calculations
Required Forebay Volume
6,905
CF
Forebav Volume=(Total Pond Volume)'20%
Provided Forebay Volume:Total Pond Volume
20%
(Provided Forebay Volume)/(Total Pond
Volume)'100%
Step 4: Verify that time required to drawdown the 1.5-inch
runoff
volume is
within 2 to 5 days
(12) 0.375" Offices Row 1 Elevation
12,000
IN
Value chosen by designer
(12) 0.375" Orfices Row 2 Elevation
12,500
Overflow elevation
13.00
FT
Value chosen by designer
Driving Head Orfice Row 1
0.3333
FT
Driving Head Orfice Row 2
0.1667
FT
Cd, Coefficient of Discharge
0.60
Value chosen by designer
Q, Flowrate Through Low -flow Orifices 0.0529 CFS Q=Cd'(Pi)*[(Diameter of Orifice)'(1 ft/12
in)]^2/4' 2`32.2' Drivin Head ^1/2
Drawdown Time for 1-inch Runoff 2.52 DAYS .(Drawdown Time)=(1 "Runoff Volume)/Q'(1
8/22/2014
1OF1

Pond ' ' with New Impervious Area
Stage -Storage Calculations for Proposed Wet Detention Pond
determine the storage capacity and characteristics of the proposed wet detention pond.
Pond side slope above Permanent Pool
0.5' above and 0.5 below Permanent Po(
Side Slope below planted shelf
incremental and cumulative storage of the wet detention pond per contour interval
Stage/Storage Above Permanent Pool (Including Forebay)
Cumulative
Contour
Incremental
Volume, S
Contour
Area SF
Volume (CF)
(CF)
12.0
10,610
0
0
Permanent Pool
10602.28 Req'd
13.0
12,400
11,505
11,505
Overflow Elev.
11211.93 Regd
14.0
14,260
13,330
24,835
15.0
16,200
15,230
40,065
Stage/Storage Total Pond (Including Forebay
7y�ii
Cum)ulative
C AIR Q
Contour
Incremental
Volume,S
���'��•"•••''�yt.
C�..•��S S lO41'
Contour
Area (SF)
Volume (CF)
(CF)
9rY`"
7.5
5,113
0
0
-Bottom Elev.
8.5
6,007
5,560
5,560
9.0
6,725
3,183
8,743
e _
�'D'O-
9.5
7,483
3,552
12,295
%C••FN(,`(N�.••�g��
10.5
8,557
8,020
20,315
tAt
12.0
10010
6
5,078
34,523
-Permanent Pool
ll,P�\\
14.0
14,260
24,870
59,393
15.0
16,200
15,230
74,623
Forebay Only
(20% of Total Pond)
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
7.5
1,023
0
0
8.5
1,201
1,112
1,112
9.0
1,345
637
1,749
9.5
1,497
710
2,459
10.5
1,711
1,604
4,063
12.00
2,122
2,875
6,938
-Bottom Elev.
-Forebay Volume

w
t�
Nelson, Christine
From: Galen Jamison [[e-mail]
Sent: Monday, September 08, 2014 4:35 PM
To: Nelson, Christine
Subject: RE: Modification to SW8 960815 - Electronics Communications Maintenance Building FC134
Just signed them, thanks for helping
From: Nelson, Christine [mailto:[e-mail]
Sent: Monday, September 08, 2014 2:55 PM
To: Galen Jamison
Subject: RE: Modification to SW8 960815 - Electronics Communications Maintenance Building FC134
I'll walk them up there now so you can come at your convenience. I also looked through the other two projects I have
lined up from you and found the Murrayville Rd Elementary School talcs were not sealed either. I will leave that one up
there too for you to take care of that while you're here.
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Galen Jamison [mailto:oalen.iamison(�)catlinusa.com]
Sent: Monday, September 08, 2014 2:53 PM
To: Nelson, Christine
Subject: RE: Modification to SW8 960815 - Electronics Communications Maintenance Building FC134
Perfect. Can be by there in 5 minutes, just say when.
From: Nelson, Christine [mailto:christine.nelson(alncdenr.00v]
Sent: Monday, September 08, 2014 2:50 PM
To: Galen Jamison
Subject: RE: Modification to SW8 960.815 - Electronics Communications Maintenance Building FC134
That would work too. Are you thinking of stopping by here today? I can leave the talcs up front for you to work your
magic.
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Galen Jamison [mailto:galen.jamison(@catlinusa.com]
Sent: Monday, September 08, 2014 2:46 PM
To: Nelson, Christine
Subject: RE: Modification to SW8 960815 - Electronics Communications Maintenance Building FC134
Can I come by with my seal?
From: Nelson, Christine [maiIto: christine.nelson Calncdenr.gov]
Sent: Monday, September 08, 2014 2:45 PM
To: Galen Jamison
Subject: Modification to SW8 960815 - Electronics Communications Maintenance Building FC134
Galen,

l,ve looked through the revised documents for this submittal and everything is looking good except that the calculations
are not signed and sealed. Can you get me a set or calculations cover letter that is signed and sealed?
-Thanks!
Christine
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/rom this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.

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. SW8p+crf"5 gog )5
Electronics Communications Maintenance Building FC134
Onslow County
Post Office Box 10279
Wilmington, North Carolina 28404-0279
Telephone: [phone]
Fax: [phone]
www.catlinusa.com
,& cz1 v
tiG-?? ?Oly b
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 certification of Compliance issued on July 14, 2014 limits the amount of impervious area
to 122,870 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 wet detention pond, 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 boiler building 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.
2. Please provide calculations for how a drawdown time of 4.78 days was determined.
According to the original calculations dated August 1996, in two days, the pond stage would be
4.78 feet.
ECEIVE
AUG 2 2 2014
BY:

f
The 4.78 days was reported in error, I have revised the drawdown calculations using the new
treatment volume and the existing discharge structure's original design. The calculated
treatment volume draws down in 2.5 days. The calculations 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.
Regards,
Jeffery A. Roney
Senior Designer
Enclosures

�v
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 960815
Electronics Communications Maintenance Building FC134
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 Building FC134 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:
The permit renewed and re -issued on July 14, 2014 limits the amount of impervious area to 122,870
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. If extra surface area and volume is available in the wet
detention pond, please consider adding a future impervious allocation, which will make future small
increases in impervious area like this an easier permitting process.
2. Please provide calculations for how a drawdown time of 4.78 days was determined. According to the
original calculations dated August 1996, in two days, the pond stage would be 4.78 feet.
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.
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,
Christine Nelson
Environmental Engineer
GDS/can: \\\Stormwater\Permits & Projects\1996\960815 HD\2014 07 addinfo 960815
cc: Galen Jamison, Catlin Engineers & Surveyors
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]

Casmer, Jo
From: Casmer, Jo
Sent: Thursday, May 29, 2014 3:57 PM
To: 'Galen Jamison'; '[e-mail]'
Subject: Electronics Communications Maintenance Building FC134; Stormwater Permit SW8 960815
The Wilmington Regional Office of the Division of Energy, Mineral, and Iand Resources (Stormwater Section) received the
Stosmwater Pen -nit 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 constriction of built -upon area may not
commence until the Stormwater Permit is issued
fo Casmer
Administrative Assistant for DEMLR/Stormvrater 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

Project Name:
Project Location:
Completeness nevaew Lnewcusc
, 1-6 rn tnl�j .Q B( ZReceived Date:
0, Accepted Date:
Rule(s) ®zoos Coastal
Type of Permit: New or
1995 Coastal ®Phase II (WiRO) ®Universal ®1988 Coastal
)r PR Existing Permit # (Mod or PR): PE Cert on File?
Density:, - D or...--: LD - --Type:-_ -Commercial--or--_Residential_----_ uNCG -
%: n(% OK?) Stream Class: ❑SA Map ❑Offsite to SW8
Paperw rk Emailed Engineer on:
Sup lement(s) (1 original per BMP) BMP Type(s):
&&M with correct/original signatures (1 original per BMP except LS/VFS and swales)
pplication with correct/original signatures ®Deed
ElCorp or L-C: Sig.Auth per SoS or letter ma' Address: Design Engineer
505 (within 6mo) Email Address: Owner
OSoils Report with SHWT Dote to Reviewer:
E129 rculations(signed/sealed) II
G
1:1No obvious errors r f 9 h
Density includes common areas, etc
Deed Restrictions, if subdivided:
-1Siened & Notarized
5Sets'Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Grading Wetlands: Delineated
or No Wetlands
Vicinity Map ®Layout (proposed BUA
dimensions)
®Legend
00',�Maps
®Project Boundaries
Infiltration
Wet Pond
Offsite
Soils Report
®Soils Report
F-1PE Cert for Master Lot #:
SHWT:
SHWT:
®Deed Rest for Master ®Lot # Matches Master
Bottom:
�PP:
BUA Permitted (Master): sf
Visited:
-
BUA Proposed (Offsite): sf
Additional Information:
pnrmittod Proposed:
Proposed:
Proposed:
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)

CATLIN
Engineers and Scientists
April 23, 2014
Post Office Box 10279
Wilmington, North Carolina 28404-0279
Telephone: [phone]
Fax: [phone]
www.catlinusa.com
NC Department of Environment and Natural Resources'' �° IVY
Division of Water Quality
Attn: Ms. Linda Lewis/Christine Nelson MAY 01 2014
127 Cardinal Drive Extension
Wilmington, NC 28405 By.------__ _
Ref: SW8960815, Electronic Communication Maintenance Building FC134
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
FC134 located within French Creek (FC) areas of Camp Lejeun. FC134 is within an
area that is covered by permit SW8960815, Electronic Communication Maintenance
Building 2 although it was originally permitted with SW8901010. The permit was
subsequently permitted with another project to add Concrete Paving and Loading
Ramps and became SW8960815. This application also requests a name change from
"Build 2" to "Facility FC134". Stormwater drains within the White Oak River Basin and
outfalls Cogdels Creek, stream index # 19-23, SC; NSW waters. There doesn't appear
to be any defined permitted project boundary and the new building will discharge to the
existing wet detention pond constructed with SW8960815. This application will also be
used to define the project boundary for the permit. This building will be constructed in a
grass area and will result in 269 square feet of new BUA. The existing permit is a high
density permit with a wet detention pond with no future BUA allocated. Review of the
design calculations shows the wet pond has adequate capacity for this minor increase
in BUA, as there is no change in the percent impervious of 60%. Attached is the permit
modification, the revised O&M agreement and wet detention pond supplemental form.
ROCEI V L L
MAY u p:Lul9'

Please contact me at 910-452-5861 if you have any questions or comments.
Regards,
Galen M. Jamison, P.E.
CATLIN Project Manager
Enclosures