SW8970408_CURRENT PERMIT_20200715

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 C)IoLAog
DOC TYPE
® CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2o2o o7 15
YYYYMM DD

ROY COOPER
Governor
MICHAEL S. REGAN
secs
BRIAN WRENN
Director
July 16, 2020
NORTH CAROUNA
Environmental Quality
MCB Camp Lejeune
Attu: Commanding Officer
c/o Neal Paul, Deputy Public Works Officer
1005 Michael Road
Camp Lejeune, NC 28547
Subject: State Stormwater Management Permit No. SW8 970408
Hobby Shop Complex Phase I and El
High Density Project
Onslow County
Dear Mr. Paul:
Effective August 1, 2013, the State Stormwater program was transferred from the Division of Water Quality
(DWQ) to the Division of Energy, Mineral and Land Resources (DEMLR). All previous references to DWQ will
remain in older stormwater permits issued prior to August 1, 2013 until they are modified. Please note that this
permit references DEMLR as the Division responsible for issuance of the permit.
The Wilmington Regional Office received a complete, modified State Stormwater Management Permit
Application for the subject project on July 16's, 2020. Staff review of the plans and specifications has determined
that the project, as proposed, complies with the Stormwater Regulations set forth in Title 15A NCAC 02H.1000
(1995 Rules) as amended on January 1, 2017 (2017 Rules). We are hereby forwarding modified Permit No. SW8
970408 dated July 15'b, 2020, for the construction of the built -upon areas (BUA) and stormwater control measures
(SCMs) associated with the subject project.
This permit shall be effective from the date of issuance until March 12, 2022 and the project shall be subject to
the conditions and limitations as specified therein and does not supersede any other agency permit that may be
required. Failure to comply with these requirements will result in future compliance problems. Please note that
this permit is not transferable except after notice to and approval by the Division.
Please refer to Attachment C for a detailed description of the current proposed major modification.
This cover letter, attachments, and all documents on file with DEN LR shall be considered part of this permit and
is herein incorporated by reference. Please add the attached plans to the previously approved plan set. Please
replace the previous application (SWU-101) and supplement with the attached modified versions.
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 concerning this permit, please contact Kellie Norris in the Wilmington Regional Office,
at [phone] or [e-mail].
Sincerely,
_2 `J
.3;2:, Brian Wrenn, Direct
Division of Energy, Mineral and Land Resources
,, A North Carolina Department of Environmental Quality I Division of Energy, Mineral and land Resources
e:��D�crrrN capa,ka K
Wilmington Regional Office 1 127 Cardinal Drive Extension l Wilmington. North Carolina 28405
910.796.7215

State Stormwater Permit No. SW8 970408
Page 2 of 2
Enclosures: Attachment C — Permitting History
Application Documents
DES/kn: 111StormwaterlPermits & Projects\ 1997\970408 HD12020 07 permit 970408
cc: Scott Chewning, Burns & McDonnel; via email: [e-mail]
Wilmington Regional Office Stormwater File

State Stormwater Management Systems
Permit No. SW8 970408
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
MCB Camp Lejeune
Hobby Shop Complex Phase I & !I
Birch Street, Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and
the approved stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of Energy, Mineral and
Land Resources (the "Division" or "DEMLR") and considered an enforceable part of this
permit.
This permit shall be effective from the date of issuance until March 12, 2022, and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 of this permit. The stormwater control has been
designed to handle the runoff from 117,350 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated in Section 1.6
of this permit, and per approved plans.
4. 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 ail such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
6. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
Page 1 of 4

State Stormwater Management Systems
Permit No. SW8 970408
a. Drainage Area, acres:
Onsite, ft2:
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
C. Design Storm, inches:
d. Pond Depth, feet:
e. TSS removal efficiency:
f. Permanent Pool Elevation, FMSL:
g. Permanent Pool Surface Area, ft2:
h. Permitted Storage Volume, ft3:
i. Temporary Storage Elevation, FMSL:
j. Controlling Orifice:
k. Receiving Stream/River Basin:
I. Stream Index Number:
M. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
4.0
174,191
none
117,350
1.0
4.0
90
19.0
10,750
32,441
21.5
1.5" O pipe
Beaverdam Creek / White Oak
19-20-2
"SB 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 time provide the operation and maintenance necessary
to assure the permitted stormwater system functions at the design condition. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of Division. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. The facilities shall be constructed, operated and maintained in accordance with
the provisions of this permit, the approved plans and specifications, and the
supporting documents attached to this permit and on file with the Division.
6. 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.
7. 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.
Page 2 of 4

State Stormwater Management Systems
Permit No. SW8 970408
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. Decorative spray fountains will not be allowed in the stormwater treatment
system, as the permanent pool volume is less than 30,000 cubic feet.
10. No person or entity, including the permittee, shall alter any component shown in
the approved plans and specifications. Prior to the construction of any
modification to the approved plans, the permittee shall submit to the Director, and
shall have received approval for modified plans, specifications, and calculations
including, but not limited to, those listed below. For changes to the project or
SCM that impact the certifications, a new or updated certification(s), as
applicable, will be required and a copy must be submitted to the appropriate DEQ
regional office upon completion of the modification.
a. Any modification to the approved plans and specifications, regardless of
size including the SCM(s), BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage
a rea.
c. Further development, subdivision, acquisition, lease or sale of any, all or
part of the project and/or property area as reported in the approved plans
and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing
of any component of the approved SCM(s), the stormwater collection
system and/or vegetative conveyance shown on the approved plan.
e. The construction of any allocated future BUA.
f. The construction of any permeable pavement, #57 stone area, public
trails, or landscaping material to be considered a permeable surface that
were not included in the approved plans and specifications.
g. Other modifications as determined by the Director.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
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.
III. GENERAL CONDITIONS
Permit Transfer: 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 "Permit Transfer Application Form" (available on the
Division website) accompanied by the required fee and 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. The sale or conveyance of the project area in whole or in part, except in
the case of an individual lot sale that is made subject to the recorded deed
restrictions and protective covenants;
b. Dissolution of the partnership, corporate, or LLC entity, subject to NCGS
55-14-05 or NCGS 57D-6-07 and 08;
c. Bankruptcy;
d. Foreclosure, subject to the requirements of Session Law 2013-121;
Page 3 of 4

State Stormwater Management Systems
Permit No. SW8 970408
2. Current Permittee Name or Address Changes: The permittee shall submit a
completed "Permit Information Update Application Form" (available on the
Division website) to the Division within 30 days to making any one or more of the
following changes:
a. A name change of the current permittee;
b. A name change of the project,
C. A mailing address change of the permittee;
3. 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,
in whole or in part, nor the conveyance of common area to a third party
constitutes an approved transfer of the stormwater permit.
4. Any individual or entity found to be in noncompliance with the provisions of this
stormwater management permit or the requirements of the Stormwater rules is
subject to enforcement procedures as set forth in NCGS 143 Article 21.
5. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
6. In the event that the facilities fail to perform satisfactorily, 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.
7. The permittee grants Division Staff permission to enter the property during
normal business hours for the purpose of inspecting all components of the
permitted stormwater management facility.
8. The permit issued shall continue in force and effect until the permittee files a
request with the Division for a permit modification, transfer, renewal, or
rescission, however, these actions do not stay any permit conditions.
9. 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.
10. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
11. A permit renewal request must be submitted 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 as outlined in Title 15A NCAC
02H.1045(3).
Permit modified, updated and reissued this the 16th day of July 2020.
NORTH CAROLIN7EN IRONMENTAL MANAGEMENT COMMISSION
Brian it for
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 4 of 4

DEMLR USE ONLY
Date Received
Fee Paid
Permit Number
LcJ 1O
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph 11- Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form Puny be photocopied for use as ati original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name- should be consistent with project name on plans,
specifications, letters, operation and nnaintenance agreenteitts, etc.):
P1280 Birch Street Roadwav Imorovements (Hobbv Shou Complex Phases I and H)
2. Location of Project (street address):
Birch Sh-eet and Wallace Creek Road, Cane Lejeune
City:Jacksonville County:Onslow Zip:28547
3. Directions to project (from nearest major intersection):
Site is located east of the Birch Street and Wallace Creek Road intersection
4. Latitude:34° 40' 32" N Longitude:77° 20.6' 90" W of the maul entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modificationt
#Reitetvals u4th modifications also requires S1NU-102 - Renewal Application Four►
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8-970408 , its issue date (if known) 3/12/2008 , and the status of
construction:❑Not Started ❑Partially Completed" ® Completed* "provide a designer's cerlification
2. Specify the type of project (check one):
[]Low Density ®High Density ❑Drains to an Offsite Storm water System ❑Other
3. If this application is being submitted as the result of a previously returned appIicatiorn 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 Set -vice Center at 1-877-623-6748):
❑CAMA Major ❑Sedimentation/Erosion Control: ac of Disturbed Area
❑NPDFS Industrial Storinwater ❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 2012-200, Part VI: lnttp://portat, ncdennorg/web/lr/rules-and-regLila tions, E(M E O V IE
JUL 13 2020
Form SWU-101 Version Oct. 31, 2013 Page 1 of gy;

Ye.

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, Iessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:Conuuanduig General MCB Camp Lejeune
Signing Official & Title:Talia Barraco El PWD Civil Engineer
b.Contact information for person listed in item 1a above:
Street Address: Bldg 1005 Michael Road Public Works Division, Civil Design Branch
City:Camp Lejeune State:NC Zip:28547
Mailing Address (if applicable):
City: State: Zip:
Phone: [phone] x 3242 Fax: (910 } 451-2927
Email:taha.barraco©usmc.mil
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/Organ
Signing Official & Title
b.Contact information for person listed in item 2a above:
Sheet Address:
City:
Mailing Address (if applicable):
City:
Phone: ( i
Email:
State: Zip:
State:
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 & Title:
b.Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone: { ) Fax: {
Email:
4. Local jurisdiction for building permits:
Point of Contact:N A Phone
Form SWU-101 Version Oct. 31, 2013 Page 2 of6

"
IV. PROJECT INFORMATION
1, In the space provided below, briefly summarize how the stormwater runoff will be heated.
The permit area stormwater runoff will be treated through the use of the existing, Wet Pond BMP.
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. Stornrwater runoff from this project drains to the White Oak River basin.
4. Total Property Area: 4.00 acres
5. Total Coastal Wetlands Area: 0.0 acres
6. Total Surface Water Area: 0.0 acres
7. Total Property Area (4) -Total Coastal Wetlands Area (5) -Total Surface Water Area (6) = Total Project
Area': 4.00 acres
* Total project area shall be calculated to exclude the followiu : the rrornrat pool of iurpormded structures, the area
between the banks of stteaits and rivers, the wren below the anal Hr h Writer (NHW) litre or Mean High Water
(MHW) line, and coastal wetlands landward front the NHW (or M;A litre. 711e resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal rtletlands latrdrvard of the NNW (o)-MHM line ttlay
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / TotaI Project Area) X 100 = 67 %
9. How many drainage areas does the project have? 1 (For high density, cotmt 1 for each proposed engineered
slot nl other BMP. For 1717 density and other projects, use I 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
-
Drains e Area _
Drainage Area
Drainage Area
Receiving Stream Name
Beaverdam
Creek
Stream Class *
SB, NSW
Stream Index Number *
19-20
Total Drainage Area (so
174,191
On -site Drainage Area (sf)
174,191
Off -site Draina a Area (sq
0
Proposed Impervious Area** _(so
117,350
% Impervious Area** total
67%
Im ervious" Surface Area
Drainage Area 1
Drainage Area
Drainage Area _
Drainage Area
On -site Buildings/ Lots (so
34,848
011-site Streets (sf)
934
On -site Parking (so
81,568
On -site Sidewalks (so
0
Other on -site (so
0
Future (sf)
0
Off -site (sf)
0
Existing BUA*** (so
0
Total (so:
117,350
* Stream Class arid Index Number can be determined at: lttt of tal.ttcdetrr.or ueb o rs 1 classi lcatiorrs
** Imppervious area is defured as the built upon area including, bit not !united to, buildings, r iar p qa,a""
sidertialks, gravel areas, etc.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6
o is

y

'Report only that amouitt of existing BUA drat 7041 remain after developtrertt. Do riot report ally existing BL1A thaI
is to be removed and which will be replaced by new BUA.
VI. How was the off -site impervious area listed above determined? Provide documentation.
o offsite impervious area
Projects in Union County: Contact DEMLR Central Qfjice slcff to check if the project is located ivithin a Threatened &
Endangered Species ii,alers•hed that mad, be suGNecl to more stringent slornir>>aler requirements as per 15A NCAC 0213.0600
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 Ittty://yortal.ncdennom/web/wo/ws/su/bmv-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
htt : L)ortal.ncdenr.or web wqws 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 athttp://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 lift: // portal.ncdenr.org/web/wq/ws/su/statesw/forms dots.
Ini is
�e
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 A_
Form. (if required as per Part V11 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.envlielp.org/pages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management
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'/2 mile of the site boundary, include the'/z
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
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.
j. Site layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
,pf°C
xlilc
for
,Qf'G
%ffG
.1:rY6
I-orm SWU-101 Version Oct. 31, 2013 Page 4 of

� � 1
p. Vegetated buffers (where required). /�
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify ri V
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 13MPs, 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 DI MLR to verify the SHWI' prior
to srrbnrittal, (970) 79b-7378.) ^
A copy of the most cu rrent property deed. Deed book: Page No:
17or 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, iteYn la, 2a, and/or 3a per 15A NCAC 2I-1.1003(c).
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/CSearcli.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 htt ortaLncdenr.or 7 web it state-
stormwater-farms dots. 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.
VI13. 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:Scott Chewning
Consulting Firm: Burns & McDonnell
Mailing Address:1317 Executive Blvd
City:Chesa Bake State:VA Zip:23320
Phone: (757 ) 819-9735
l�'-mail:[e-mail]
Fax: (757 ) 548-2812
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
1, (print or type name of person listen 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, iterrr M) with (print or type narne of organization listed in
Contact Information, item 1a) 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.
Form S W U-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 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 NCCS 143-215.6.
Signature: Date:
a Notary Public for the State of , County of
do hereby certify that personally appeared
before me this _ day of I , 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 Ia) ::�Zjjg gGit ra W
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 rules under 15A NCAC 2H .1000 and any other applicable state stormwater requirements.
Signa
Date: 0 & 11 L Ltd
a Notary Public for the State ofCounty of
do hereby certify that "j�►Gt � personally appeared
before me this i-4 day of 1T1�, and ac . nowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires MAL& +x0
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6

Permit No.
(Io be provided by DWO)
of wAr�rq
KDEWP -c
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be fiffed out, printed and submitted.
The Requr)od Items Checklist (Part 111) must be printed, filled out and submitted along with ail of the requited information.
Project name
P12Z8 Birch Street Roadway Improvements I
Contact person
Scott Chawn'rng, PE
Phone number
757-819-9735
Date
61171202D
Drainage area number
1
ILIDESiGN (NF.OliNIATION
Site Characteristics
Drainage area
_
174,191 ft
Impervious area, post -development
117,35Q ft2
% impervious
67.37 %
Design rainfall depth
1.0 in
Storage Volume: Nan -SA Waters
Minimum volume required
V 9.525' ft3
Volume provided
32.4411e
j OK, volume provided is equal to or in excess of volume required.
Storage Volume: SA Waters
1.5" runoff voiume
Pre -development 1-yr, 24-hr runoff
Past -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pretpost control of the tyr 24hr storm peak Row required?
1-yr. 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
PrelPost 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 10ff vegetated shelf elevation
Bottom of 10ft vegetated shelf etevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stared above the state -required temp. pool?
Elevation of the top of the additional volume
It
ft3
ft3
ft3
r
:ft3
r
(Y or N}
3.6 in
0.62 (unilless)
0.72 (uniitess)
0,16'inthr OK
15.15 ft3lsec
12.30 ft3lsec
-2.85 ft3lsec
21.50 fmsl
19.00fmsl
'fmsl
19.50fmsl
19.00fmsl
fmsl
15.00 fri
-15.00 ft
Y ;(YorN)
21.5, fmsl
ECEIVE�
JUL 16 �o U
Data not needed for calculation option fi1, but OK 4 provided.
Data not needed for calculation option 91, but OK if provided.
Insufficient sediment storage provided
OK
Form SW401-Wet Detention Basin-Rev.9-411W12 Parts I. & II. Design Summary, Page 1 of 2

�s,
� }
•y '
t �rw�.�f
�r:-.
r.=

Permit No.
(fo to provided oy OWQ)
Surface Areas
Area, temporary pool
_
Area REQUIRED, permanent pool
10,086 fe
SAIDA ratio
5.79, (unitless)
Area PROVIDED, permanent pool, Awn ,
10,7541f? OK
Area, bottom of 1 Oft vegetated shelf, At t n
10,754
Area, sediment cleanout, top elevation (bottom of pond), Ate,_,,a
j Hz
Volumes
Volume, temporary pool
32,�fC' OK
Volume, permanent pool, V�m9,„
I H3
Volume, forebay (sum of forebays d more than one forebay)
j ft3
Forebay %of permanent pool volume
%
SAIDA Table Data
Design TSS removal
_
9U %
Coastal SAIDA Table Used?
Y � (Y or N)
Mountain/Piedmont SAIDA Table Used?
N (Y or N)
SAIDA ratio
5.79 (unitless)
Average depth (used in SAIDA table),
Calculation optico 1 used? (See Figure 10-2b)
Y ,(Y or N)
Volume, permanent pool, Vve ,w
fto
Area provided, permanent pool, AP.,,,,,
10,750 �
Average depth calculated
4.00:ft
Average depth used in SAIDA, d. (Round tc nearest 0.5H)
4.0;ft OK
Calcutahon option 2 used? (See Figure 10-21b)
N I(Y or N)
Area provided, permanent pool, ADNM-P ,
10,750 f'
Area, bottom of 10H vegetated shelf, A.,,.
10,750 ft2
Area, sediment cleanout, lop elevation (bottom of pond), As„_M,e
to
"Depth" (distance b!w bottom of 10ft shelf and top of sediment)
ft
Average depth calculated
1 H
Average depth used in SAIDA, d., (Round to down to nearest 0.5N)
;ft
Drawdown Calculations
Drawdown through orifice?
Y
1(Y or N)
Diameter of orifice (if circular)
1.50 in
Area of orifice (If -non -circular)
'in'
Coefficient of discharge (Cc)
0.60 (unitless)
Driving head (Hp)
0.50,ft
Drawdown through weir?
N
i (Y or N)
Weir type
; (unitless)
Coefficient of discharge (C.)
; (unitless)
Length of weir (L)
H
Driving head (H)
H
Pre -development 1-yr, 24-hr peak flow
15.15, H'Isec
Post -development 1-yr, 24-hr peak now
12.30, H'lsec
Storage volume discharge rate (through discharge crifice or weir)
0.05, H'lsec
Storage volume drawdown time
2.04idays
Additional Information
Vegetated side slopes
3 1
Vegetated shelf slope
6 :1
Vegetated shelf width
3.0 ft
Length of flowpath to width ratio
Length to width ratio
1.5 :1
Trash rack for overflow & orifice?
Y
; (Y or N)
Freeboard provided
0.6:ft
Vegetated filter provided?
Y
(Y or N)
Recorded drainage easement provided?
.(Y Dr N)
Capures all runoff at ultimate build -out?
Y
'(Y or N)
Drain mechanism for maintenance or emergencies is;
8' Shear Gate
OK, draws down in 2-5 days.
OK
Insufficient shelf slope.
Insufficient shelf length.
OK
OK
Insufficient freeboard, minimum of 1-111 required
OK
OK
JUL 16 2020�
Form SW401-wet Datenficn Basin-Rev.94181f2 Parts f. & Il. Design Summary, Page 2 of 2

t S
w�i (Y � �.iY�
� _ �� j§$F
4 � ��i� � t A•. � 4�
� � �"

. 4 1
Permit No. 3 W'�p 9 -104cpj
(to be provided by DWQ)
lll. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
Attached
1. Plans (1" - 50' or larger) of the entire site showing:
Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Basin dimensions,
Pretreatment system,
High Flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
C_7
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
Outlet structure with trash rack or similar,
Maintenance access,
Permanent pool dimensions,
Forebay and main pond with hardened emergency spillway,
Basin cross-section,
Vegetation specification for planting shelf, and
Filter strip.
C-8
3. Section view of the wet detention basin (1" = 20' or larger) showing:
-Side slopes, 3:1 or lower,
Pretreatment and treatment areas, and
Inlet and outlet structures.
NIA
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
Unavailable
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
C-7
B. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
Attached
7. The supporting calculations.
Attached
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
NIA
9. A copy of the deed restrictions (if required).
10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin -Rev.9-4/18/12
Part III. Required Items Checklist, Page 3 of 3

S I' or n
a: 7
�'JaSTASDi�c A ,
DEPARTMENT OF THE NAVY
OFFICER IN CHARGE: OF CONTRACTS
RESIDENT OFFICER IN CHARGEE, OF CONTRACTS
NAVAL FACILITIES ENGINEERING COMMAND CONTRACTS
1005 MICHAEL ROAD
State of North Carolina
Department of Environment
Health & Natural Resources
Wilmington Regional Office
Division of Water Quality
127 Cardinal Dr. Ext.
Wilmington, NC 28405
Attn: Linda Lewis
CAMP LEJ EUNE, NC 28547-2521
�ECEIVED
SEP 13 2001
BY:
TELEPI IONS:
910-451-2581
FAX 910-45t-5899
IN REPLY REFER TOi
N62470-97-C-6120
JAX/Alijjy
30 Aug 01
Re: Contract N62470-97-C-6120, Hobby Shop Complex Phases I & 11, Marine Corps Base,
Camp Lejeune, North Carolina
PERMIT # S W 8970408
Gentlemen:
This letter herein certifies that all requirements of the referenced permit were complied with in the
construction of the referenced contract.
For further information contact the undersigned at 910 451-2583,
Encl:
Sincerely,
Wa
VANN MARSHBURN, P.E.
Supervisory Assistant Officer
In Charge of Contracts
Quality Performance ... Quality Results

��sw s 9�o5�a P
Engineer's Certification
I, &,./ �,.�Qf7./�VAI , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe call weekly/full time) the construction of the project,
1�
(Project)
for (�7q- Vf ,, (, (Project Owner) hereby state that, to the best of my abilities, due care and
diligence as used in the o servation of the project construction such that the construction was observed to be built within
substantial compliance and intent of the approved plans and specifications.
Noted deviations from approved plans and specification:
Signature 9�—I�
Registration Number
Date
SEAL
Z

r
OPERATION & MAINTENANCE OF STORMWATER
MANAGEMENT & EROSION CONTROL STRUCTURES
Maintenance and inspection activities shall be performed as
follows:
1. At Least Semi --Annually:
a. Inspect the structure for sedim - ation, erosion,
trash accumulationcondition.
b. inspection alz;f '_lowing actions
to be taken: ( x
(1) Check & ;uch that
drawdown of the tern l���p� s for wet ponds
and within 12 to 48 ` _.�J basins.
(2) Remove ai `//y�(_J Let Pipe.
(2) Remove ti �/ ;/Pond Side
Slopes/Inlet Piping/
(3) Repair er located along
Pond Side Slopes, Gr' red as
necessary to.maintaii cover will be
mowed to maintain a n ;ary to
maintain good vegetat nd/or remove
trash/debris ( y
(4) Repair undo Dlace rip -rap
as required in Inlet 1
{5) Remove acc `�1�__.�_Ilc—The permanent pool elevation _
and basin/fore-bay elevations will be identified via the bench mark'
post gauge.
a) Wet Pond - Sediment shall be removed when the fore -bay
bottom elevation is 75% of the original design depth or when the main
pond bottom elevation is 75% of the original design depth. (note post
gauge benchmark bottom elevation to determine sediment accumulation)
b) Bioretention/Infiltration Basins— Sediment/Mulch/Topsoil
shall be removed and/or replaced when infiltration/draw down rates
exceed 48 hours.
(6) While vegetation growth is encouraged along the aquatic
shelf and the forebay, it will be removed upon reaching 50% coverage of
the main basin surface.
'(7) Remove Heavy Woody Vegetation as required.
2. At Least Annually, following a Significant Runoff Producing
Rainfall Event: Inspect to ensure that drawdown of the temporary
pool occurs within 2.to 5 days for we
onds and within 12 to 48
hours for Bioretention/infiltration b n'ns.
G�.a
Deputy, Public Works Officer
' :�
roject Locat?on