SW8920215_HISTORICAL FILE_20160203

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 9 2D 215
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
© HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE 2-o1\,v O2-D3
YYYYMMDD

PAT MCCRORY
Govemor
DONALD R. VAN DER VAART
Secretary
Energy,Mineral
and Land Resources TRACY DAVIS
ENVIRONMENTAL QUALITY
Director
February 3, 2016
Commanding Officer
MCB Camp Lejeune
c/o Neal Paul,Deputy Public Works Officer
1005 Michael Road
Camp Lejeune,NC 28457
Subject: State Stormwater Management Permit No. SW8 920215
FC286 Field Maintenance Complex SWP 57
High Density Wet Detention Pond Project
Onslow County
Dear Mr. Paul:
The Wilmington Regional Office received a complete, modified Stormwater Management Permit
Application for FC286 Field Maintenance Complex SWP 57 on January 27, 2016. Staff Express review
of the plans and specifications has determined that the project, as proposed,will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000 and Session Law 2008-211. We are
forwarding modified Permit No. SW8 920215 dated February 3, 2016, for the construction, operation and
maintenance of the BMP's and built-upon areas associated with the subject project.
This permit shall be effective from the date of issuance until August 25,2021,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), certification of the BMP's, and the
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 certify the
BMP's, to transfer the permit, or to renew the permit, will result in future compliance problems.
The following minor modification is included and covered by this permit: An additional 814 sf building is
being added within the existing drainage area in support of the on-going Steam Decentralization project.
A portion of this building(353 sf) will be built over existing BUA, resulting in a net increase in BUA of
461 sf. The existing pond can accommodate the increased surface area and volume requirements as is.
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 Linda
Lewis in the Wilmington Regional Office of DEMLR, at(910) 796-7215.
Sincerely,
arTracy Da 1s, P�or
Division of Energy, Mineral and Land Resources
GDS/arl: \\\Stormwater\Permits&Projects\1992\920215 HD\2016 02 permit 920215
cc: Jennifer Williams, P.E.,Cape Fear Engineering
Wilmington Regional Office Stormwater File
State of North Carolina I Enviromnemal Quality I Energy,Miners)and land Resouroos
127 Cardinal Dave Extension I Wilmington,NC 28405
910 796 7215 T 1 910 350 2004 F I hero://oortal.ncdem.org4eb/Ir/

State Stormwater Management Systems
Permit No. SW8 920215
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Marine Corps Base Camp Lejeune
FC286 Field Maintenance Complex SWP 57
Near the intersection of Gonzalez Boulevard and McHugh Boulevard, 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 (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 of Energy,
Mineral and Land Resources (hereafter referred to as the Division or DEMLR) and
considered a part of this permit.
This permit shall be effective from the date of issuance until August 25, 2021, 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 1.5 of this permit. The runoff from all built-upon area within the
permitted drainage area(s) of this project must be directed into the permitted
stormwater control measure. The permitted stormwater control measure has been
designed to handle the runoff from 1,570,799 square feet of impervious area.
3. The 41.0 acre drainage area will be limited to the amount of built-upon area indicated
in Sections 1.2 and 1.5 of this permit, and per approved plans. The built-upon area for
the future development is limited to 0 square feet.
4. The wet pond is designed for 85% TSS removal, therefore, the discharge from the wet
detention pond must be directed into a 30-foot vegetated filter strip designed to pass
the peak flow from the 10 year storm in a diffuse, non-erosive manner.
Page 1 of 6

State Stormwater Management Systems
Permit No. SW8 920215
5. The following design criteria have been permitted for the wet detention pond and it
must be provided and maintained at the design condition:
a. Drainage Area, acres: 41.0
Onsite, ft2: 1,785,960
Offsite, ft2: 0
b. Total Impervious Surfaces, ft2: 1,570,799
Onsite, ft2: 1,570,799
Offsite, ft2: 0
C. Pond Design Depth, feet: 5.0 (1988 rules)
d. TSS removal efficiency: 85%
e. Design Storm, inches: 1,570,338 sf @1" / 461 sf @1.5"
f. Permanent Pool Elevation: 94.15 (relative)
g. Permitted Surface Area @PP, ft2: 107119
h. Permitted Temporary Storage Volume, ft3: 132.790
i. Temporary Storage Elevation: 95.28 (relative)
j. Predevelopment 1 yr-24 hrdischarge rate, cfs: n/a
k. Controlling Orifice: 5"0 pipe
I. Orifice Flowrate, cfs : 0.45
M. Permanent Pool Volume, ft3 : 383,183
n. Forebay Volume, ft3: 40,592
o. Maximum Fountain Horsepower: 1.0
P. Receiving Stream / River Basin: Cogdels Creek /WOK02
q. Stream Index Number: 19-23
r. Classification of Water Body: "SC NSW"
II. SCHEDULE OF COMPLIANCE
1. The facilities shall be constructed in accordance with the conditions of this permit, the
approved plans and specifications, and other supporting data.
2. The stormwater management system shall be entirely constructed, vegetated and
operational for its permitted use prior to the construction of any built-upon surface.
3. 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.
4. The permittee shall at all times provide the operation and maintenance necessary to
assure that all components of the permitted stormwater system function at design
condition. The approved Operation and Maintenance Agreement is incorporated by
reference into this permit and must be followed in its entirety and maintenance must
occur at the scheduled intervals.
5. Records of maintenance activities must be kept and made available upon request to
authorized personnel of the Division. The records will indicate the date, activity, name
of person performing the work and what actions were taken.
6. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, the permittee shall cause a certification from
an appropriate designer for the system installed to be submitted, 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.
Page 2 of 6

State Stormwater Management Systems
Permit No. SW8 920215
7. If the permanent pool volume is greater than 30,000 cubic feet, a decorative spray
fountain 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 horsepower.
8. All stormwater collection and treatment systems must be located in either 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 at all times.
9. 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.
10. Prior to transfer of the permit, the stormwater facilities will be inspected by Division
personnel. The project and the stormwater facility must be in substantial compliance
with all permit conditions. Any items not in substantial compliance must be repaired,
replaced or restored to design condition prior to the transfer. Records of maintenance
activities performed. to date will be required.
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.
III. GENERAL CONDITIONS
1. Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the Stormwater rules is subject to enforcement
procedures as set forth in NCGS 143 Article 21.
2. The issuance of this permit does not preclude the Permittee from complying with any
and all statutes, rules, regulations, or ordinances, which may be imposed by other
government agencies (local, state, and federal) having jurisdiction.
3. In the event that the facilities fail to perform satisfactorily the Permittee shall take
immediate corrective action, including those as may be required by this Division, such
as the construction of additional or replacement stormwater management systems.
Additional or replacement stormwater management systems shall receive a permit
from the Division prior to construction.
Page 3 of 6

State Stormwater Management Systems
Permit No. SW8 920215
4. This permit is not transferable to any person or entity except after notice to and
approval by the Director. The permittee shall submit a completed and signed
Name/Ownership Change Form, accompanied by the supporting documentation as
listed on the form, to the Division at least 60 days prior to any one or more of the
following events:
a. An ownership change including the sale or conveyance of the project area in
whole or in part;
b. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of Session Law 2011-256;
C. Bankruptcy;
d. Foreclosure;
e. . Dissolution of the partnership or corporate entity;
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
5. The permittee is responsible for compliance with all permit conditions until such time
as the Division approves the transfer request.
6. The permittee grants DEQ / DEMLR 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 issued shall continue 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. 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.
9. Unless specified elsewhere, permanent seeding requirements for the stormwater
control measure 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 2006-246, Title
15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. 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 3rd day of February 2016.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
acy Dav , P.E., Directo
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 920215
Page 4 of 6

State Stormwater Management Systems
Permit No. SW8 920215
FC286 Field Maintenance Complex SWP 57
Stormwater Permit No. SW8 920215
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:
SEAL
Signature
Registration Number
Date
Page 5 of 6

State Stormwater Management Systems
Permit No. SW8 920215
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: NCDEQ-DEMLR Wilmington Regional Office
Page 6 of 6

DEMLR USE ONLY
Date Rece'ved Fee Paid Permit Number
6 �
Applicable Rules: ❑ Coastal SW-19Sf5 ❑Coastal SW-2008 ❑ Ph II- Post Construction
(select all that apply) ❑ Non-Coastal SW-HQW/ORW Waters ❑ Universal Storm water 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
L 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.):
n ,•..
on. c:elfl.[V�IIiic - --� FIiLD(P F�LP #AlbrEOM" CoMeLEX
2. Location of Project(street address): sWps T
Building FC286,Camp Lejeune
City:Camp Lejeune County:Onslow Zip:28547
3. Directions to project(from nearest major intersection):
Project located at intersectin of Sneads Ferry Road and Main Service Road approximately 0 5 miles southeast
of intersection with Holcomb Blvd.
4. Latitude:34'39' 24" N Longitude:77° 19' 10" W of the main entrance to the project.
II. PERMIT INFORMATION:
1.a.Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modificationt
tRenewals with modifications also requires SWU-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 numberSW8 920215 , its issue date(if known)August 25,1999 ,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 0404/401 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 ❑Y 20�
If yes, see S.L. 2012-200, Part VI:http://portal.ncdenr.org/web/lr/rules-and-regulations �A�
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): o��/��j�
Applicant/Organization:USMCB Camp Leieune / ccmina o(,Aq filcee-
Signing Official &Title:Thomas Bradshaw,PE, Public Works Design,Civil Branch
b.Contact information for person listed in item 1 a above:
Street Address:1005 Michael Road
City:Camp Lejeune State:NC Zip:28457
Mailing Address (if applicable):1005 Michael Road
City:Camp Leieune State:NC Zip:28457
Phone: (910 ) 451-3238 ext 3285 Fax: (910 ) 451-3300
Email:[e-mail]
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/Organization:
Signing Official &Title:
b.Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
3.a. (Optional) Print the name and title of another contact such as the projects construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official &Title:
b.Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone: ( ) Fax:
Email:
JA 22 7 1201%6
4. Local jurisdiction for building permits:
Point of Contact: Phone #: ---
Form S WU-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.
Stormwater will be collected on site and piped to a wet detention basin.
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: 18 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`: 18 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 Normal High Water(NHW)line or Mean High Water
(MHW)line, and coastal wetlands landward 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 =88
9. How many drainage areas does the project have?l (For high densihj, count I for each proposed engineered
stormwater BMP. For low density and other projects, use I for the whole properhj 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 Cogdels Creek
Stream Class * SC NSW
Stream Index Number* 19-23
Total Drainage Area(so 1,785,960
On-site Drainage Area (so 1,785,960
Off-site Drainage Area(so
Proposed Impervious Area"(so 1,570,799 increased by 461
Impervious Area total 88%
Impervious"Surface Area Drainage Area 1 Drainage Area_ Drainage Area_ Drainage Area_
On-site Buildings/Lots (so 351,908 increased by 814
On-site Streets (so 40,158 decreased by 353
On-site Parking (so 1,056,765
On-site Sidewalks (so
Other on-site (so 121,968
Future (so JAP 9 7 I
Off-site (so
Existing BUA*** (so BY;
Total (so: 1,570,799 increased by 461
* Stream Class and Index Number can be determined at: http://portalmcdennorg eb/wq/ps/csu/classificntions
`* ]mpervious 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 BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new B UA.
Form SWU-101 Version Oct. 31,2013 Page 3 of 6

11. How was the off-site impervious area listed above determined?Provide documentation. N/A
Projects in Union County: Contact DEMLR Central Ofj<ce staffto check ifthe project is located within a Threatened&
Endangered Species watershed that may be subject to more stringent stormwater requirements 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 h2pJ[portal.ncdenr.org/web/wq/ws/su/bmp-manual.
V1. 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
hu://portal.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 h!W://portal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item.All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wg/ws/su/statesw/forms does.
itr IS
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
Form. (if required as per Part VII below) \
3. Original of the applicable Supplement Form(s) (sealed,signed and dated)and O&M ` m W
agreement(s) for each BMP. ���
4. Permit application processing fee of$505 payable to NCDENR. (For an Express review, refer to
hqp://www.envhelp.org/pages/onestopexi2ress,htm] 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.) rm ' 1
5. A detailed narrative(one to two pages) describing the stormwater treatment/managementfor JI„ w
the project. This is required in addition to the brief summary provided in the Project
Information, item 1. A
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius the map. 1
7. Sealed,signeded d
and dated calculations(one copy). Jmo
8. Two sets of plans folded to 8.5" x 14" (sealed,signed,& dated),including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers,the MHW or NHW line of tidal
waters,and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers,and the MHW(or NHW)of tidal waters.
i. Dimensioned property/project boundary with bearings&distances. G
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours,spot elevations,finished floor elevatio V
1. Details of roads, drainage features,collection systems,and stormwater contro easure'�s. 1 �016
m. Wetlands delineated,or a note on the plans that none exist. (Must be delineat by AA%
qualified person. Provide documentation of qualifications and idenfify the per who
made the determination on the plans.
n. Existing drainage(including off-site), drainage easements, pipe sizes, runoff calc ns.
o. Drainage areas delineated (included in the main set of plans,not as a separate document).
Form S WU-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
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"xl l" 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:
11. For corporations and limited liability corporations(LLC): Provide documentation from the NC
Secretary of State or other official documentation,which supports the titles and positions held
by the persons listed in Contact Information,item la,2a,and/or 3a per 15A NCAC 21-1.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State,otherwise the application will be returned.
hgp://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 http://portal.ncdenr.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:Jennifer Williams, PE
Consulting Firm:Cape Fear Engineering,Inc.
Mailing Address:151 Poole Road,Suite 100
City:Belville State:NC Zip:28451
Phone: (910 ) 383-1044 Fax: (910 ) 383-1045
Emad:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Can tact Information, item 2 has been filled out, complete this
section)
I, (print or hype name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application,and thus give permission to (print or hjpe name of person
listed in Contact Information, item la) with (print or type name of organization listed in
Contact Information, item In) 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.
ECEIVEIN
JAN272016
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
agent(entity fisted 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 expires
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item 1a) Thomas Bradshaw, PE
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 b?recorded,and that th ropos eject complies with the requirements of the
applicable stormwater rule ttder 15A NCAC 2 . � 0 and [her applicable state stormwater requirements.
Signature: Q �\ Date(: 1111116
I, Ilr-` 1 •�Y�?Ur a Notary Public for th�e^State\of �� \ 6�onGCounty of
do hereby certify that \NN��� 1 ! t"pG1 7 personally appeared
before me this day of ` `&QP 19 r�`X5[(P ,and acmowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal, �11\
1
0"'.,, //
SA, /"'
A,yF SEAL
Notary Public
pnsi,,w County
_My Co ,fnissioi Expires=
? ;,012 612 0 1 9 c My commission expires
rN C ARC
�///IIIIIIIIIHII
ECEIVE
JAN 21 201
BY:
Form SWU-101 Version Oct. 31,2013 Page 6 of 6

MEMORY TRANSMISSION REPORT
TIME :02-04-2016 13:15
FAX NO.1
NAME
FILE NO. 676
DATE 02.04 13:12
TO n 919104513300
DOCUMENT PAGES 8
START TIME 02.04 13:12
END TIME 02.04 13:15
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STATUS OK
—SUCCESSFUL TX NOTICE"'
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State of North Carolina
Department of Environmental Quality
Wilmington Regional Office
PatllfcCrory, Governor FAX COVER SHEET Donald van der Vaar4 Secretary
Date: No. Pages (excl. cover):
To: L L d � d��/l�li.)rom: Jo Casmer
Co: �0� /lL/// � ` l ///7�/> GG%Pv�p Phone: [phone]
Fax: ���� % J Fax: [phone]
Re:
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127 Cardinal Drive Extension,Wilmington,NC 28405 a(910)796-7215 e An Equal Opportunity Affirmative Action Employer

MEMORY TRANSMISSION REPORT
TIME :02-04-2016 13:17
•� FAX N0.1
NAME
FILE NO. 677
DATE 02.04 13:12
TO n 93831045
DOCUMENT PAGES 8
START TIME 02.04 13:16
END TIME 02.04 13:17
PAGES SENT 8
STATUS OK
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State of North Carolina
Department of Environmental Quality
Wilmington Regional Office
Pat McCrory, Governor FAX COVER SHEET Donald R van der Vaart, Secretary
Date: // No. Pages(excl. cover): 1_
To: ✓�/7//i«/ Clei/11�417 3 From: Jo Casmer
Co: �J%<<' �PCl/ ��'/��� �""J Phone: [phone]
Fax: j /D f�/ ✓ Fax: (9100)))3350-2004
Re:
127 Cardinal Drive Extension,Wilmington,NC 28405 a(910)796-7215 o An Equal Opportunity Affirmative Action EmPloyer

FME .FEAR
� EERI Nynvd ICY=1VE
151 Poole Road,Suite 100
Belville,NC 28451 m\'n� I
TEL[phone] _ ! S` s V JAN 17 2016 r
FAX[phone]
v .capefearengineering.com a Tra mittal BY:Sw 1�ZoZItS�M00
To: INCDENR Date: January 27, 2016
Water Quality Section - Stormwater File: 558-296 "36"
127 Cardinal Dr. Ext subject: 43P884 Field Maintenance Complex
Wilmington, NC 28405 FCIWASW8 920215) Minor Modification
Attn: Linda Lewis $WP6-4
®As Requested ❑ For Your Files ❑ For Distribution ® For your Review/Action/Approval
❑ Sent via Mail ❑ Sent via Courier
Quantity Drawing No. Description
1 Original $2000 Minor Stormwater Modification
2 Original & Stormwater Application Form
Copy
1 Original P-804 Pond Supplement
1 Original O&M Agreement
2 Copy Plan Revision Narrative
2 Copy P-804 Drainage Area Exhibit
2 Copy Construction Plans for FC286
(Part of P1445, P1447, and P1448 Steam Decentralization Project)
REMARKS Please let me know if you have any questions or need any additional information. Thanks.
CC: Cape Fear Engineering, Inc.
File 558-296 "36"
Signed:,
Jenn er Williams, PE
Received By:
Date:
P1558%S58-296 P1,t451"7 1418 Steam Decent EngV DMIMStormwater1FC28612016-01-27 Trans_NCDENR Stormwmer.doc

STORMWATER EXPRESS
SUBMITTAL NARRATIVE -c-( CALC S
For
P14459 P14479 & P1448 STEAM
DECENTRALIZATION
MODIFICATION TO P-804 FIELD
MAINTENANCE COMPLEX
(SW8 920215) TO-INCLUDE_EC28-67
Camp Lejeune,North Carolina
Prepared for
Marine Corps Base Camp Lejeune
Public Works Division
Date: January 27, 2016 SEAL
041512 -
Prepared by =; f7� .2 15"
Cape Fear Engineering, Inc.
151 Poole Road, Suite 100 1R M. 0,011
Belville,NC 28451
[phone]
NC License No. C-1621 CC
EGE1 V G
JAN 2 7 2016
BY: S(.tJ�RZCIZ(I

DESIGN NARRATIVE
GENERAL:
The subject permit modification is for the existing P-804 Field Maintenance Complex
Permit (SW8-920215)to incorporate a new mechanical building at FC286. This building
is being constructed as part of the P1445, P1447, & P1448 Steam Decentralization
Project.
FC286:
FC386 will construct a new mechanical building which will result in net increase of
approximately 461 SF of impervious area.
According to our review of the existing NCDENR Permit File, FC286 is located in
existing permitted Pond#1 drainage area.
The existing pond has sufficient capacity to handle the added impervious area without a
modification to the previously permitted pond geometry, elevations, or outlet
configuration.

P-604 Field Maintenance Complex Pond (FC28G) 01/27/201 G
Stormwater Pond Modifoation for P 1445/1447/1448 558-29G "30
r. Steam Decentralization Project JMW
FIREVIOU5Y PERMITTED DRAINAGE AREA (Ad) = 1 ,785,9GO SF
IMPERVIOUS COVERAGE:
PREVIOUSLY PERMITTED IMPERVIOUS = 1 ,570,338 SF
PROPOSED IMPERVIOUS = 4G 1 5F
TOTAL IMPERVIOUS = 1 ,570,799 5F
PERCENT IMPERVIOUS
AS PERMITTED = 87.93 %
AS PROPOSED = 87.95 %
POND SURFACE AREA
ORIGINALLY PERMITTED POND CALCLUATIONS CACULATED REQUIRED SURFACE AREA USING
AN SA/DA VALUE OF 4.G8% FOR 88% IMPERVIOUS AT A DEPTH OF 5.0'.
BECAUSE THE PROPOSED DE51GN DOES NOT INCREASE THE PROJECT PERCENT IMPERVIOUS
BEYOND 88%, THE PREVIOUSLY CALCULATED REQUIRED SURFACE AREA OF 83,504 5F CAN
STILL APPLY.
PROVIDED SURFACE AREA = 107, 1 19 5F
107, 1 19 5F > 883.504 5F OKAY
STORAGE VOLUME
REQUIRED STORAGE ORIGINAL REQUIRED + ADDED VOLUME FROM
VOLUME VOLUME ( 1 .0" STORM) NEW IMPERVIOUS
(1 .5" STORM)
USE SIMPLE METHOD
Rv = 0.05 + 0.009 (1)
VOL = STORM DEPTH ( 1 .0" OR 1 .5") x Rv x Ad
ORIGINAL REQUIRED VOLUME
I = 1 ,570,338 5F = 87.93%
1 ,785,9GO 5F
Rv= 0.05 + 0.009 (88.93) = 0.8413
VOLUME (ORIGINAL) = 1 .07 12 x 0.84 13 x 1 ,785,9GO
125,217 CF
PAGE I OF 2

P-804 Field Maintenance Complex Pond (F628G) 01/27/201 G
5tormwater Pond Modifoation for P 1445/1447/1448 558-29G "3G"
Steam Decentralization Project JMW
ADDED VOLUME FROM NEW IMPERVIOUS
I = 4G I SF = 1 00%
4G I SF
Rv = 0.05 + 0.009 (100) = 0.95
VOLUME (ADDED) = 1 .571 2 x 0.95 x4G I
55 CF
REQUIRED STORAGE VOLUME = 125,2 17 CF + 55 CF
125,272 CF
PROVIDED STORAGE VOLUME = 132,790 CF (PER PERMITTED CALCULATIONS)
132,790 CF > 125,272 CF OKAY
fORf 13AY SIZING - THE PROPOSED MODIFICATION DOES NOT MODIFY THE PROVIDED PERMENANT
POOL VOLUME AND THEREFORE MAKES NO CHANGE TO FOREBAY REQUIREMENTS.
ORIFICE DRAWDOWN - THE PROPOSED MODIFICATION DOES NOT MODIFY THE PROVIDED
TEMPORARY POOL VOLUME OR OUTLET STRUCTURE ELEVATIONS. NO CHANGE TO ORIFICE
DRAWDOWN RATE IS PROPOSED.
PAGE 2 0f 2