SW8100701_HISTORICAL FILE_20150225

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 16 b� 1
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
50 HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
201; 07- 1h
YYYYMMDD

{ NC®ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
February 25, 2015
Commanding Officer
MCB Camp Lejeune
c/o Neal Paul, Deputy Public Works Officer
1005 Michael Road
Camp Lejeune, NC 28547
Subject: State Stormwater Management Permit No. SW8 100701
Birch Street Physical Fitness Center, P-1160
High Density Commercial Wet Detention Pond Project
Onslow County
Construction Contract No. N40085-09-R-3220
Dear Mr. Paul:
Donald van der Vaart
Secretary
The Wilmington Regional Office received a complete, modified Stormwater Management Permit
Application for the Birch Street Physical Fitness Center, P-1160 on December 19, 2014. Staff review of
the plans and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000 and Session Law 2008-211. We are
forwarding Permit No. SW8 100701 dated February 25, 2015, for the construction of the subject project.
On August 5, 2009, the Governor signed Session Law 2009-406. This law impacted any development
approval issued by the former Division of Water Quality under Article 21 of Chapter 143 of the General
Statutes, which was current and valid at any point between January 1, 2008, and December 31, 2010.
The law extended the effective period of any stormwater permit that was 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 granted an extra year for a total of four (4) years extension.
Accordingly, this permit shall now be effective from the date of issuance until December 31, 2021,
which includes all available extensions. The project shall remain 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:
1. The removal of the low density trail area previously covered under this permit. This low density
area has been incorporated into the adjacent North Wallace Creek Roads and Jogging Trail
permit, SW8120612. This adjustment was done to avoid overlap between these two permits
and to simplify the permit boundaries.
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.
Division of Energy, Mineral, and Land Resources
Land Quality Section — Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 - [phone] / Fax: [phone]

Permit No. SW8 100701
If you have any questions, or need additional information concerning this matter, please contact
Christine Nelson in the Wilmington Regional Office, at [phone].
Sincerely,
Tracy Da is, P.E., Director
Division of Energy, Mineral and Land Resources
GDS/ can: \\\Stormwater\Permits & Prcjects\2010\100701 HD\2015 02 permit 100701
CC' Matthew Haley, Cape Fear Engineering, Inc.
Wilmington Regional Office
Page 2 of 9

State Stormwater Management Systems
Permit No. SW8 100701
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
US MCB Camp Lejeune
Birch Street Physical Fitness Center, P-1160
Birch Street, Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of two (2) wet detention ponds in compliance
with the provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter
collectively referred to as the "stormwater rules') the approved stormwater management
plans and specifications and other supporting data as attached and on file with and
approved by the Division and considered a part of this permit.
This permit shall be effective from the date of issuance until December 31, 2021, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
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 1.9 of this permit. The runoff from all built -upon
area within the permitted drainage areas of this project must be directed into the
permitted stormwater control systems. The stormwater controls, Pond 1 and
Pond 2, have been designed to handle the runoff from 119,420 and 202,745
square feet of impervious area, respectively.
3. The maximum amount of built -upon area allowed for the entire project is 322,165
square feet.
4. The additional bioretention cells and permeable pavement shown on the plans do
not meet State Stormwater BMP design requirements and therefore are not
considered a part of the approved state stormwater treatment system. These
additional measures are incorporated only by reference and are not enforceable
parts of the permit.
5. The drainage areas will be limited to the amounts of built -upon area indicated in
Sections 1.2 and 1.9 of this permit, and per approved plans. This permit does not
provide any allocation of built -upon area for future development.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 100701
6. A vegetated filter strip is not required for this pond as it has been designed for a
90% total suspended solids removal efficiency.
The project shall maintain a 50' wide vegetated buffer adjacent all surface
waters, measured horizontally from the normal pool of impounded structures, the
bank of each side of rivers and streams and the mean high water line of tidal
waters. The wet detention pond(s) may not be located within the buffer and no
built -upon area is allowed within the buffer.
All runoff being directed into wetlands shall flow into and through those wetlands
at a non -erosive velocity of 2 fps or less.
9. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
-Pond 1
Pond 2
a. Drainage Area, acres:.
Total, ftZ:
Onste, ft2: '
Offsite; ft2:
5.07
220,986
220,986
0
8.53
371,715
367,130
4,585
b. Total Impervious Surfaces, ft2:
Onsite,.ft2:
Offs te, _ft2:
119,420
119,420
0
202,745
198,160
4,585
c. Design Storm, inches:
1.5
1.5
d. Average Pond Design Depth, ft:
3.0
3.5
e. TSS removal efficiency:
90%
90%
f. Permanent Pool Elevation, FMSL:
6.50
9.50
g. 'Permanent Pool Surface Area, ftZ"
17,025
23,374
h Permanent Pool Volume; ft :
52,342
78,792 '
i. Permitted Forebay Volume, ft3:
10,053
16,765
j. :Permitted Storage Volume, ft3:
87,843
109,600
k. Temporary Storage Elevation, FMSL:
10.00
13.00
I. Pre-dev. 1 yr-24`hr. discharge rate,
cfs:
0.20
0.33
m: Controlling Orifice:
1.5" 0 pipe
2.0" 0 pipe
n. Orifice Flowrate, cfs:
0.06
0.11
o. Fountain Horsepower, HP:
1/6
1 1/3
. Receiving Stream / River Basin
Beaverdam Creek / White Oak
q. Stream Index Number:
19-20-2
r. Classification of Water Body:
SIB, NSW
II. SCHEDULE OF COMPLIANCE
No person or entity, including the permittee, shall alter any component of the
approved stormwater system shown on the approved plans unless and until the
Division has approved of the revised plan.
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.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 100701
3. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
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.
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.
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 Ponds 1 and 2 are 1/6 and 1/3
horsepower, respectively.
7. The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
8. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
9. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
10. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements.. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans. Access to the stormwater facilities for inspection and
maintenance shall be maintained via appropriate recorded easements at all
times.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 100701
11. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, all or
part of the project area. The project area is defined as all property owned
by the permittee, for which Sedimentation and Erosion Control Plan
approval or a CAMA Major permit was sought.
d. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
e. The construction of any future BUA listed on the application.
12. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum. requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
111. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. In the event of a change of ownership, or a name
change, the permittee must submit a completed Name/Ownership Change Form
signed by both parties, to the Division, accompanied by the supporting
documentation as listed on page 2 of the form. The approval of this request will
be considered on its merits and may or may not be approved.
The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request. Neither the sale of the project
nor the transfer of common area to a third party constitutes an approved transfer
of the stormwater permit.
Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division, in accordance with
North Carolina General Statute 143-215.6A to 143-215.6C.
4. 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.
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, 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.
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.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 100701
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. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
11. The permittee shall notify the Division of any name, ownership or mailing address
changes at least 30 days prior to making such changes.
12. The permittee shall submit a permit renewal request at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate
documentation and the processing fee.
Permit modified and re -issued this the 25th day of February 2015.
CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 7 of 9

State Stormwater Management Systems
Permit No. SW8 100701
Birch Street Physical Fitness Center, P-1160
Stormwater Permit No. SW8 100701
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 8 of 9

State Stormwater Management Systems
Permit No. SW8 100701
t
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 Regional Office
Page 9 of 9

DEMLR USE ONLY
Date Rec ived
Fee Paid
Permit Number
Applicable Rules: 0 Coastal SW -1995 ❑ Coastal SW - 2008 EF h 11 - Post Construction
(select all that apply) ❑Non-CoastalSW-HQW/ORWWaters ❑ Universal Stormwater Management Plan
0 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 photocopier! for use as an original
I. 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.):
P1160 Camp Lejeune Birch Street Physical Fitness Center
2. Location of Project (street address):
City:CampLejeune County:Onslow Zip:28542
3. Directions to project (from nearest major intersection):
Drive Northwest on Brich Street from the intersection of Brich Street and Holcomb Boulevard. The project site
will be located on the right side (north) of Birch Street in approximately one-half mile.
4. Latitude:34° 40' 37" N Longitude:77° 20' 33" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): , ❑New ®Modification ❑ Renewal w/ Modificationt
tRenemats rnith 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 numberSW8100701 , its issue date (if known)Sept 30, 2010 , 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.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? ❑No ❑Yes �= U 1�__ U \V/ U
If yes, see S.L. 2012-200, Part V1: httt ://portal ncdenr.org/web/Ir/rules-and-regulations
DEC 16 2014
Form SWU-101 Version Oct 31, 2013 Page I of

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/ Organization:Commandine Officer Marine Corps Base Camp Leieune
Signing Official & Title:Thomas Bradshaw Civt Engineer Public Works Department
b. Contact information for person listed in item la above:
Street Address:1005 Michael Road
City:MCB Camp Lejeune State:NC Zip:28457
Mailing Address (if applicable):1005 Michael Road
City:MCB Camp Lejeune State:NC Zip28457
Phone: (910 ) 451-3238 ext 3285 Fax: (910 ) 451-2927
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:
Mailing Address (if applicable):
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/
Signing Official & Title
b. Contact information for person listed in item 3a above:
Mailing Address:
City: Stab
Phone: �_ ) Fax:
4. Local jurisdiction for building permits:
Point of Contact:
Phone #:
DEC 16 2014
Form S WU-t01 Version Oct. 31, 2013 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, brieflv summarize how the stormwater runoff will be treated.
Runoff will be treated in 2 previously permitted wet detention basins
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
4. Total Property Area: 9.02 acres
River basin.
5. Total Coastal. Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. - Total Property Area (4) - Total Coastal,Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Arew:9.02 acres
Total project area shall be calculated to exclude the following file normal pool of hit ounded structures, the area
between the batiks of streams and rivers, tire area below the Normal High Water (NI-piW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHYV) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Nort-constal wetlands landward of t/te NHW (or MHW) line tray
be included in the total project area.
8. Project percent of impervious area: (Total. Impervious Area / Total Project Area) X 100 = 54.36 %
9. How many drainage areas does the project have?18 (For high density, count 1 for each proposed engineered
stormwater BMP. For low 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 tine same format as below.
Basin Information ,
Drainage Area 1,
Drainage Area 2
Drainage Area _
'Drainage Area
Receiving Stream Name
Beaverdam
Beaverdam
Stream Class *
SB, NSW
SB,NSW
Stream Index Number *
19-20-2
19-20-2
Total Drainage Area (sf)
220,986
371,715
On -site Drainage Area (so
220,986
367,130
Off -site Drainage Area (so
0
4,585
Proposed Im ervious Area** (so
119,420
202,745
% Impervious Area** total
54.04%
54.54%
Impervious- Surface Area
Drains a Area 1
Drains e Area 2
Drainage Area_
Drainage Area _
On -site Buildings/Lots (so
64,385
18,357
On -site Streets (so
12,878
69,193
On -site Parking (so
0
69,193
On -site Sidewalks (so
5,734
13,510
Other on -site (sf)
36,423
7,572
Future (so
0
0
Off -site (sf)
0
4,585
Existing BUA*** (so
- 0
0
Total (so:
119,420
202,745
(
��
Strewn Class and Index Number can be determined at: htt ortal.ucdetir.or veb o su classi ications
f p g. g� DEW� 14 bnpervions area is defined as the built a ou area including, but not limited to, buildings, n s,
sil ewalks, gravel areas, etc.
I \CtIVI, ""' f,u.ut IOINn.....� e.,ow% nun lr+lri LUlll renluul Idler ueueluprnrnl. UU nu+ repUrlWay ed+Sling, Dun lure
is to be removed and which will be replacer( by new BUA. qv:------
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

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 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 httr)://r)ortal.ncdenr.orQ/web/wa/ws/su/bmt)-nianual.
VI. SUB MITTAL 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
hn://portal.ncdenr.org/web/wq/ws/su/statesw/forms dots. 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 hn://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 hqR://portil.ncdenr.org/web/wq/ws/su/statesNv/forms dots.
Initials
1. Original and me copy of the Stormwater Management Permit Application Form. WrV _
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants N (-A
Form. (if required as per Part V11 below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M u(A
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to 1�
hn://www.envhelp.org/pages/"onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor MTYA
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
N(A
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
�I�A
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
V
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 impouncRd��
p�
8 �1rr
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
DEC ' 6 zu�i
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures. gY;
in. 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).
Fomr 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 %(4
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 verifij the SHWI' prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: Page No: W A
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC —�A(A
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.
h!W://ww%v,secretary.state.nc.us/CorRorations/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://Vortal.ncdenr.orghvebar/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:Matthew Haley, 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: [phone]
Email:matt.haley©capefearen ineering.mm
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) certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item In) with (print or type name of organization listed in
Contact hmfornmntimn, item 7a) 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 stonnwater system.
F_ E���
DEC 16 20%
Fonn SWU-101 Version Oct.31, 2013 Page 5 of

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
a Notary Public for the State of
do hereby certify that
before me this _ day of
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 .
1, (print or hype name of person listed in Contact Information, item Ia) Thomas Bradshaw
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rule under 15A NCAC 2H . and any other applicable state stormwater requirements.
Signyatture: i� Date: 1211
A 1, 1 i m �- . s4ri- 1�1 c a Notary Public for the State of DN o' 6) I nG , County of
ir15�11FtJ do hereby certify that personally personally appeared
before me this E day of D t!Q,I R Qy. and ack owledgc the due execution of the application for
a stormwater permit. Witness my hand and official seal,
A S a Nat0ry Public
Onsiow County
=My Commission Exp
05/26/2019
C
SEAL
My commission expires
i t ;i all
lh
1
6 1
i1
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6

CAPE FEAR
ENGINEERING
December 19, 2014
Christine Nelson
Environmental Engineer
127 Cardinal Drive Ext.
Wilmington, NC 28405
RE: Stormwater Permit Modification to Birch Street Fitness Center
Stormwater Project No. SW8 100701
MCB Camp Lejeune
Onslow County
Dear Christine,
In response to your emailed Request for Additional Information dated December 16, 2014 for the North
Wallace Creek Roads and Jogging Trails permit (SW8 120612); Cape Fear Engineering is submitting
additional information for the modification for the Birch Street Fitness Center (SW8 100701).
This additional information is provided to correct an issue in the graphical presentation of the proposed
permit boundary between the Birch Street Fitness Center (SW8 100701) and the North Wallace Creek
Roads and Jogging Trail (SW8 120612) permits.
Enclosed you will find the revised Wallace Creek Master plan showing the corrected overall Birch Street
Fitness Center boundary. This change does not affect any of the other previously provided information for
this permit modification.
Please let us know if you have any questions or need any additional information.
Sincerely,.�;y�pp-
Matthew Haley, P.E.
Cape Fear Engineering, nc.
Cc: File 558-108 "36"
EcEO E
DEC 19 2014
BY:pr
---
DEC 19 2014
151 Poole Road, Suite 100 • Belville, NC 28451 • TEL: [phone] • FAX [phone]
www.copefearengineering.com

CAPE FEAR
ENG1NE.ER1,4
151 Poole Road, Suite 100
Belville, NC 28451
TEL [phone]
FAX [phone]
v .capefearengineering.com
To:
JNCDENR
Water Quality Section - Stormwater
127 Cardinal Dr. Ext
Wilmington, NC 28405
Attn:
Christine Nelson
Transmittal
r 19. 2014
I File: 1 558-108 "36" 1
P1160 Camp Lejeune Birch Street
Physical Fitness Center
(SW8 100701)
Stormwater Permit Modification
❑ As Requested ❑ For Your Files ❑ For Distribution ® For your Review / Action / Approval
❑ Sent via Mail ❑ Sent via Courier
Quantity
Drawing No.
Description
1
Original
Cover Letter
2
Copy
Revised Wallace Creek Low Density Master Plan
2
Copy
Revised Wallace Creek Master Plan
w MAC'.
DEC 19 2
REMARKS Please let me know if you have any questions or need any additional information. Thanks.
CC:
File 558-108 "36"
Cape Fear Engineering, Inc.
Signed:
Matthew Haley, P
Received By:
P955m1 -t 08 NWC Engineering WdminlStormwateMtOD tofintess oenten2014-12-19 Trans_ NCDENR_Stormwaterdoo

Casmer-, Jo
Fro7n: Casmer, Jo
Sent: Thursday, December 18, 2014 3:50 PM
To: '[e-mail]'; '[e-mail]'
Subject: P1160 Camp Lejeune Birch Street Physical Fitness Center, Stormwater Permit SW8 100701
The Wilmington Regional Office of the Division of Energy, Mineral, and Land Resources (Stormwater Section)
received the Stormwater Permit Application and $505.00 fee on December 16, 2014. Your project will be assigned
to a staff member and you will be notified if additional information is needed. Please be advised that the
construction of built —upon area may not commence until the Stormwater Permit is issued.
,/o Casmer
Administrative Assistant for DEMLR/Stormwater Section
NC Department of Environment & Natural Resources
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 maybe disdosed to third
parties

Project Name: Received Date: Z CQ D
Project Location: Accepted Date:
Rule(s)
of Permit:
Paperwork .
Coastal 6 11995 Coastal
or.......:.-.LU-- r-l:ype:.._..wi.nn
OQ Stream Class:
®Phase II (WiRO )
®Universal El 1988 Coastal
Existing Permit # (Mod or PR): (p O -]0) PE Cert on File?
:..__Residential -=-.(=.
Map
W Ma
Emailed Engineer on:
Supplement(s) (1 original per BMP) BMP Type(s):
®O&M with correct/original signatures (1 original per BMP except LS/VFS and swales)
�ication with correct/original signatures ®Deed
to to SW8
e� Corp or LLC: Sig Auth per SoS or letter ®Email Address:
505 (within 6mo) E?Kail Address:
Design Engineer
Owner 6', A.- Act I
®Soils Report with SHWT Note to Reviewer: 6 a
®Calculations (signed/sealed)
® No obvious errors
®Density includes common areas, etc / U° � �/Zc eC''
®Deed Restrictions, if subdivided:
Msiened & Notarized
Plans
Sets
®Grading
®Vicinity Map
®Legend
®Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Wetlands: Delineated or No Wetlands
®Layout (proposed BUA dimensions)
®DA Maps ®Project Boundaries
Infiltration
Wet Pond
Offsite
Soils Report
Soils Report
�PE Cert for Master Lot #:
SHWT:
®Deed Rest for Master ®Lot # Matches Master
Bottom:
®SHWT:
PP:
BUA Permitted (Master): sf
Vicitari.
BUA Proposed (Offsite): sf
Additional Information:
Dre. n.i•
Pr000sed:
BUA (sf)
DA (sf)
Permlttea
rrupuaeu:
�r�� r•
PP (el)
SHWT (el)
Depth (ft)
SA (sf)

Nelson, Christine
From:
Nelson, Christine
Sent:
Monday, December 15, 2014 11:52 AM
To:
'Matt Haley'
Cc:
Bradshaw CIV Thomas C; Scott, Georgette
Subject:
RE: Wallace Creek - SW8 120612
Matt,
I do see that 3 packages were delivered. The 2 modification packages are sitting with the other incoming regular
program projects waiting for a completeness review. I have the 3id package of the requested information for 120612 in
front of me and will hopefully get started on it this afternoon.
Thanks for the heads up on the signed forms being delivered tomorrow. I'll make sure they get paired up with the 2
modification packages.
Christine
Email correspondence to and from this address is subject to the North Carolina Public Records Low
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Matt Haley [ma ilto: matt. [e-mail]]
Sent: Monday, December 15, 2014 10:57 AM
To: Nelson, Christine
CC: Bradshaw CIV Thomas C
Subject: Re: Wallace Creek - SW8 120612
Christine,
Hope you had a wonderful vacation. Just want to make sure that you received three packages to address the below
comments. These were delivered on Friday.
Also, FYI Thomas Bradshaw will be bringing the signed application documents when he is in town tomorrow.
Thanks,
Matthew Haley, P.E.
Cape Fear Engineering, Inc.
On Nov 26, 2014, at 3:29 PM, "Nelson, Christine" <[e-mail]> wrote:
Matt,
I have had a chance to take a look at the resubmitted items for the modification to the North Wallace
Creek Roads and Jogging Trail permit (SW8 120612). 1 do have a few comments:
1. The modifications to the bridges to add open slatted decking within the 50' buffer looks fine
except for a small sliver of pavement that looks to be within the 50' buffer on the northern side
of Bridge 1 (refer to C-201). Please double check this area to make sure the open slatted
boardwalk is extended to beyond the buffer.
2. It appears that a stone check dam is proposed within the 50' buffer. Please note that the 50'
buffer must be vegetated. Please confirm that the stone check dam will be removed after
construction or relocate it such that it is located outside the 50' buffer.

CAPEFEAR
ENGINEERING-
151 Poole Road, Suite 100
Belville, NC 28451
TEL [phone]
FAX [phone]
w .capetearengineering.corn
To:
JNCDENR
Water Quality Section - Stormwater
127 Cardinal Dr. Ext
Wilmington, NC 28405
Attn:
Christine Nelson
Transmittal
Date: December 12, 2014
File: 558-108 "26"
P1160 Camp Lejeune Birch Street
Physical Fitness Center
(SW8 100701)
Stormwater Permit Modification
❑ As Requested ❑ For Your Files ❑ For Distribution ® For your Review / Action / Approval
❑ Sent via Mail ❑ Sent via Courier
Quantity
Drawing No.
Description
1
Original
Application Fee ($505)
1
Original
Cover Letter
1
Copy
Revised Permit Application and Drainage Area Breakdown
2
Copy
Revised Wallace Creek Master Plan
EC 12 2014
91 Uy
Elul•
REMARKS Please let me know if you have any questions or need any additional information. Thanks.
CC: ��, 1 ;, tlCape Fear Engineers g, Inc.
File 558-108 "36" RECEIVED
Signed: 0-
DEC 12 2014 Matthew Haley, PE
Received By:
P'.t55M555-108 NWC Engineering WdraintStorraweteAMOD to 0ntess centerV014-12-12 Trans_ NCDENR_Storrr ater.doc

CAPE FEAR
ENGINEERING
December 11, 2014
Christine Nelson
Environmental Engineer
127 Cardinal Drive Ext.
Wilmington, NC 28405
RE: Stormwater Permit Modification to Birch Street Fitness Center
Stormwater Project No. SW8 100701
MCB Camp Lejeune
Onslow County
Dear Christine,
In response to your Request for Additional Information dated November 18, 2014 and additional
comments emailed on November 26, 2014 for the North Wallace Creek Roads and Jogging Trails permit
(SW8 120612); Cape Fear Engineering is submitting this permit modification for the Birch Street Fitness
Center (SW8 100701).
The purpose of this modification is to avoid overlap between the existing Birch Street Fitness Center
permit boundary and the proposed permit boundary for the North Wallace Creek Roads and Jogging
Trails permit.
Enclosed you will find the revised Wallace Creek Master plan showing the new overall Birch Street
Fitness Center boundary. You will also find a revised stormwater permit application and drainage area
breakdown removing the previously permitted low density trail area.
Please let us know if you have any questions or need any additional information.
Sincerely,
/1 v '
Matthew Haley, P.E.
Cape Fear Engineering, nc.
Cc: File 558-108 "36"
CEI E
DEC1YEC 1 2 2014
BY:
151 Poole Road, Suite 100 • Belrille, NC 28451 • TEL: [phone] • FAX [phone]
www.copefearengineering.com