SW8120101_HISTORICAL FILE_20200627

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 1 a010 I
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
® HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
ao;oob a-?
YYYYMMDD

ROY COOPER
Governor
MICHAEL S. REGAN
secrn y
BRIAN WRENN
D rector
July 27h, 2020
MCB Camp Lejeune
Attn: Commanding Officer
c/o Neal Paul, Deputy Public Works Officer
1005 Michael Road
Camp Lejeune, NC 28547
NORTH CAROLINA
Emaronmenrar Quality
Subject: Permit Renewal
State Stormwater Management Permit No. SW8 120101
Camp Johnson BEQ between Wilson & Hoover
Onslow County
Dear Mr. Paul:
The Wilmington Regional Office received a complete 8 year Stormwater Management Permit Renewal Application for
the subject project on June 2nd, 2020. The Division is hereby notifying you that permit SW8 120101 has been renewed
on July 27th, 2020, and shall be effective until January 24'", 2028. For your records, please find enclosed a renewed,
updated, and re -issued permit and a copy of the renewal application. Please keep this permit on file at all times. Please
note that the renewed, updated, and re -issued permit does not impose new or different terms; it merely restates and
clarifies some of the previous terms to provide you with a better understanding of your obligations under the permit.
The renewal and reissuance of this stormwater permit does not imply that the site is currently in compliance with the
terms and conditions of this state stormwater permit. The plans originally approved on January 241h, 2012 and most
recently revised on June 23'd, 2015, will remain in full force and effect in accordance with the regulations set forth in
Title 15A NCAC 2H.1000.
This permit is 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 changes of 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.
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, need additional copies of the permit or approved plans, please contact Kellie Beth Norris in
the Wilmington Regional Office, at [phone] or [e-mail].
Sincerely,
i
J �:
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment C — Permitting History
Renewal Application Documents
DES/kn: \\\Stonnwater\Permits & Projects\2012\ 120101 HD\2020 07 permit 120101
cc: Wilmington Regional Office Stormwater File
North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington. North Carolina 28405
.swrwr uoiwn
pO'd�� 910.796.7215

State Stormwater Management Systems
Permit No. SW8 120101
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
MCB Camp Lejeune
Camp Johnson BEQ P-1319
NCO Academy Building and Supply Warehouse P-003
Wilson Drive and Hoover Road, Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of three (3) 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 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 January 24, 2028, and shall be subject to
the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in
the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.8 of this permit. The stormwater controls labelled A, B and C have been
designed to handle the runoff from 271,028, 244,609 and 21,380 square feet of impervious
area, respectively.
3. Within low density Drainage Area D, a total of 46,839 sf of existing built -upon area is proposed
to be removed and 16,182 sf of new street and sidewalk is proposed to be added, leaving
30,657 sf for future development within Drainage Area D.
4. A 50' wide vegetative buffer must be provided and maintained adjacent surface waters,
measured horizontally from and perpendicular to the normal pool of impounded structures, the
top of bank of both sides of streams and rivers and the mean high water line of tidal waters.
5. The tract and each drainage area will be limited to the amount of built -upon area indicated in
this permit, and per approved plans. The built -upon area for the future development (in square
feet) is limited to 42,814 for Pond A, 10,761 for Pond B and 300 for Pond C.
6. All stormwater collection and treatment systems are located within the Federal Government
property of Camp Lejeune therefore, easements are not required.
7. The runoff from all built -upon area within the permitted drainage areas of this project must be
directed into the appropriate permitted stormwater control system.
Page 1 of 5

State Stormwater Management Systems
Permit No SW8 120101
3
The following design criteria has been approved for the wet detention ponds and must be
maintained at design condition:
ew
C.
d.
e.
f.
1
k.
I.
m
Drainage Area, acres:
Onsite, ft2:
Offsite, ft2:
Total Impervious Surfaces, ft2:
Onsite, ft2:
Future, ft2:
Offsite, ft2:
Design Storm, inches:
Average Pond Design Depth, feet:
TSS removal efficiency:
Permanent Pool Elevation, FMSL:
Permanent Pool Surface Area, ft2:
Temporary Storage Volume, ft3:
Temporary Storage Elevation, FMSL:
Pre-dev. 1 yr-24 hr. discharge rate, cfs:
Controlling Orifice, 0 pipe:
Orifice flowrate, cfs:
Permanent Pool Volume, ft3:
Permitted Forebay Volume, ft3:
Pond A
Pond B
Pond C
15.05
15.41
0.79
655,651
421,674
34,271
0
249,783
0
271,028
244,609
21,380
227,956
172,928
21,080
43,072
13,550
300
0
58,131 0
1.5
1.5
1.5
3.5
7.0
3.0
90%
90%
90%
9.0
12.0
14.0
28,513
25,765
3,674
34,657
31,811
2,656
10.10
13.1 -
14.6
27.64
20.79
1.17
3.0"
3.0"
1.01,
0.14
0.14
.011
90,481
127,214
6,049
18,415
24,142
1,093
P. Receiving Stream/River Basin: Northeast (
q. Stream Index Number: 19-16-(4.5)
r. Classification of Water Body: "SC NSW"
9. A vegetated filter strip is not required for these ponds as they have been designed for 90%
total suspended solids removal efficiency.
II. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately.
3. The permittee shall, at all times, provide the operation and maintenance necessary to assure
the permitted stormwater system functions at the design condition. The signed and approved
Operation and Maintenance Agreement must be followed in its entirety and maintenance must
occur at the scheduled intervals.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of Division. The records will indicate the date, activity, name of person
performing the work and what actions were taken.
5. 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.
Page 2 of 5

State Stormwater Management Systems
Permit No. SW8 120101
6. Decorative spray fountains will be allowed in Ponds A and B of the stormwater treatment
system, subject to the following criteria:
a. The permanent pool volume must be a minimum of 30,000 cubic feet.
b. The fountain must draw its water from less than 2' below the permanent pool surface.
c. 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.
d. The falling water from the fountain must be centered in the pond, away from the shoreline.
e. The maximum horsepower for a fountain in Pond A is 1/3 HP; Pond B is''/z HP.
7. The permanent pool volume in Pond C is less than 30,000 cf, therefore no fountain may be
used in that pond.
8. 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.
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. Clear access to the stormwater facilities for inspection and maintenance shall be maintained at
all times.
11. 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 area.
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.
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.
13. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit. A copy of the approved plans and specifications shall be
maintained on file by the Permittee at all times.
Page 3 of 5

State Stormwater Management Systems
Permit No. SW8 120101
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;
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 a stormwater
management permit or the requirements of the Stormwater rules is subject to enforcement
procedures as set forth in N.C.G.S. 143 Article 21.
The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances, which may be imposed by other government
agencies (local, state, and federal) having jurisdiction.
6. In the event that the facilities fail to perform satisfactorily, the Permittee shall take immediate
corrective action, including those as may be required by this Division, such as the construction
of additional or replacement stormwater management systems.
7. The permittee grants Division Staff permission to enter the property during normal business
hours for the purpose of inspecting all components of the permitted stormwater management
facility, subject to the Base's Visitor policy requirements.
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. 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 renewed, updated and reissued this the 2711 day of July 2020.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Brian Wrenn, Director
Page 4 of 5

State Stormwater Management Systems
Permit No SW8 120101
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 5

UEMLR USE ONLY
Date Received
Fee Paid
Permit Number
a0
tau&I3LOtol S7t5=
S /a D
NC DEG Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60.(c). This, application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: SWS 120101
2. Project name: Camp Johnson BEQ P1319 NCO Academy and Supply Warehouse
3. Project street address:
City: MCB Camp Leieune County: Onslow
ZIP: 28542
4. What, if any, changes have been made to the project as permitted?
If the project has changed from the original approved plans, please complete SWU-101 fora Major
Modification or Minor Modification Application form available at: https:Hdeq:nc.gov/abouUdivisions/energy-
m i neral-land-resources/energy-mineral-land-rules/stormwater-pros ram/post-construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at: https://deg.nc.gov/abouUdivisions/energy-mineral-land-
resources/energy-mineral-land-rules/stormwater-program/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: MCB Camp Leieune
2. Signing Official's Name: Neal Paul
3. Signing Official's Title: Deputy Public Works Division
4. Mailing Address: MCB Camp Lejeune 1005 Michael Rd.
City: MCB Camp Leieune State: NC
ZIP: 28547-2521
5. Street Address:
City: State:
6. Phone: [phone] Email: [e-mail]
Stormwater Permit Renewal Form Page 1 of 3
ZIP :
JUN 022020
BY• •_

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HOW/ORW). Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each item below to indicate that the required information is provided in the application package:
/ A permit application processing fee of $505.00 payable to NCDEO.
P_____£— One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation — a principle executive officer of at least the level of vice-president;
b. Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act;"
c. Public Entity — a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership — the general partner;
e. Sole proprietor; or
f. Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity.
�— 3. One hard copy and one electronic copy of recorded documents required by the original permit that
have not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
/ and protective covenants will be submitted at a later date.
/' 4. O&M Agreements, Please select one:
® I have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
❑ 1 do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
5. Designer Certifications, Please select one:
® A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division; or
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed; or
❑ ' The project has not yet been built.
6. [IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
inspected, and that they have been built and maintained in accordance with the permit.
7. [IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC):
Provide one hard copy and one electronic copy of documentation from the NC Secretary of State,
or other official documentation, which supports the titles and positions held by the persons listed in
Section C.2 per 15A NCAC 2H. 1043(3)(b).
https://www.sosnc.gov/online services/search/by title/ Business Registration .
JUN 0 2 2020 {
By:
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. PERMITITEE'SnCERTIFICATION
the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement on site (or I will obtain a copy and it will be kept on site), that 1 am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownership. All information provided on this permit renewal application is, to the best of my
knowledge, cor ect and comple e.
Signature: Date: i��i/
NOTAR
U
2
a Notary Public for the State of
, do hereby certify
��-,, personally appeared before me
day of N d p , 2<y�, and acknowledge the due
instrument. Witness my hand and official seal,
My commission expires
JUN 0 2 2020
By:
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

D. PERMITTEE'S CERTIFICATION
I, MIC/ �i Z G e/ the person legally responsible for the permit, certify that I have
a copy of the Permit and O&!�b Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownershi formation provided on this permit renewal application is, to the best of my
knowledge, correct and.20WXe.
Signature: Z Date: 3 9 Z U
that 2�
this the
e `ec ` e 2#
k� 0TARY
(11otary5�a1)
�s PUBOO
ck
Not iSianaturq
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My commis"t1s ISTi'exl
County of
dayl6f I V \-( '(/I k ,
instrument. Witness my hand and official seal,
a Notary Public for the State of
do hereby certify
personally appeared before me
20 2 6 , and acknowledge the due
1020�
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

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PI�.� Revis,�o�
DEMLR USE ONLY
Date Received
Fee Paid
Permit Number
fules
SDd. �Z-� D 4w
/
Applicable ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph Il - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters []Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This faun may be photocopied 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.): .
P-003 Camp Johnson NCO Academy Building Supply Warehouse, and BEO (P-1319)
2. Location of Project (street address):
City:Camp Lejeune County:Onslow Zip:28547-2539 _
3. Directions to project (from nearest major intersection):
Intersection of US 17 and NC 24. Take NC 24 East to Montford Rd. Travel on Montford approximately
1.0 miles. Tom right onto Wilson Drive. Travel about 0.15 miles and site is on the right.
YS
4. Latitude:34° 43' 37" N Longitude:77' 24' N" 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 SWLI-702 - 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 120101 , its issue date (if known)Oct 8, 2012 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 ❑ pV+� ���
If yes, see S.L. 2012-200, Part W: httl2://12ortal.ncdenr.org/web/lr/rules-and-re ulatio
JUN 19 206
Form SWU-101 Version Oct. 31. 2013 Page I of 6 BY:

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:MCB Camp Leieune
Signing Official&Title I}c.•tn Ufa)>{�iW �i r`�.n�;.��: P1._/?7
b. Contact information for person listed in item la above:
Street Address:Building 1005 Michael Road
City:MCB Camp Lejeune State:NC Zip:28547
Mailing Address (if applicable):
City: State: Zip:
Phone: [phone] Fax: ( 1
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/c
Signing Official &
b. Contact information for person listed in item 2a above:
Street Address:
Mailing Address (if
Phone:
State:
State:
Fax: ( 1
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: ( 1 Fax: ( 1
4. Local jurisdiction for building permits: MCAS Camp Lejeune
Point of Contact: Phone #:
JUN 19 2015
Form SWU-101 Version Oct. 31, 2013 Page 2 of 7 BY.

K,
a•,

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
The BEQ site(DA A) will remain draining to the existing wet pond designed for 90% TSS. The NCO
building and Supply Warehouse(DA B&C) will drain to a new wet pond design for 90% TSS through open
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 1I - Post Construction
3. Stormwater runoff from this project drains to the White Oak River basin.
4. Total Property Area: 31.24 acres 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
Area`:31.24 acres
` Total project area shall be calculated to exclude the following the normal yovl of imppounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NM line or Mean High Water
W) (MHline, and coastal wetlands landward from the NHW (or MHVv) 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 map
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 39.44 %
9. How many drainage areas does the project have?3 (For high density, count I 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 the same format as below.
F-
OF-IVE
JUN 19 2015 .
BY:
Form SWU-101 Version Oct. 31, 2013 Page 3 of 7

Basin Information -
Drainage Area A
Drainage Area B
Drainage Area C
Drainage Area D
Receiving Stream Name
Northeast Creek
Northeast Creek
Northeast Creek
Stream Class *
SC -NSW
SC -NSW
SC -NSW
Stream Index Number *
19-16-(4.5)
19-16-(4.5)
19-16-(45)
Total Drainage Area (so
-655,651sf
671457sf
34,271sf
On -site Drainage Area (so
655,651sf
421,674sf
34,271sf
Off -site Drainage Area (so
249,783sf
Proposed Impervious Area** (sf)
3,723sf
244,609sf
21,380 sf
% Impervious Area** total
41.3%
36.4%
62.4%
Impervious- Surface Area
Drainage Area A
Drainage Area B
Drainage Area C_
Drainage Area D
On -site Buildings/Lots (so
41,707 sf
52,684 sf
5,010 sf
On -site Streets (so
7,266 sf
On -site Parking (so
125,292 sf
84,427sf
15,770 sf
On -site Sidewalks (so
23,949 sf
35,817 sf
300 sf
8,916sf
Other on -site (so
37,008 sf
Future (so
43,072 sf
13,550 sf
300 sf
Off -site (so
58,131 sf
Existing BUA*** (so
REMOVED:
36,045 sf ex pkng
& 10,794 sf
Ex Road
Total (so:
271,028sf
244,609sf
21,380 sf
-30,657sf
Stream Class and Index Number can be determined at: http://portal.tudenr.orglwebkuq(ps/csn/classi cations
'* Intyyerm.ous 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 BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. Off -site drainage
area was determined from survev and site observation.
Proieets in Union Countv: Contact DELILR 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 h!W://portal.ncdenr.org/web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailedapplication
instruction sheet and BMP checklists are available from
http:/ /portal.ncdenr.oro/web/wq/ws/su/statesw/forms does. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at http://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/wq/ws/su/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. Vst-
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below) - p I IM!
3. Original of the applicable Supplement Form(s) (sealed si and^ ate an
agreement(s) for each BMP. . N 1 9 2015
Form SWU-101 Version Oct. 31, 2013 Page 4 of 7�Br

4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
htto:/ /www.envhelp.org/pages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management for
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within ih mile of the site boundary, include the 1/2
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: �1 S�-
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.'
I. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
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).
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"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit far DEMLR to verifit the SHN/P 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 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 retumed.
http://www.secretary.state.nc.us/Corl2orations/`CSearch.asi2x
JUN 19 2015
BY•
V 5V
Form SWU-101 Version Oct. 31. 2013 Page 5 of 7

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 htto://12ortal.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: Vincent Chirichella, PE
Consulting Firm: Clark Nexsen
Mailing Address:333 Fayetteville Street, Suite 1000
Phone: (919 ) 828-1876
Email:[e-mail]
State:NC Zip:27601
Fax: (919 ) 828-1877
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 hjpe name of person
listed in Contact Information, item la) with (print or hype name of organization listed in
Contact Information, item la) 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.
�I6191V E
JUN 19 2015
BY:
Form SWU-101 Version Oct. 31, 2013 Page 6 of 7

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 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.
Signatu
a Notary Public for the State of Countv of
do hereby certify that
personally appeared
before me this _ day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
X. APPLICANT'S CERTIFICATION
I, (print or hype name of person listed in Contact Information, item 1a) omas Yrall ,TL I
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
applicablestormwater 15A n�C 2H .1 0 nd any other applicable state stormwater requirements.
Signature: ,c\�i�-✓� Date: 0 l 14
I � p 1 ') • N a—Nootary Public for the State of IV�Wj Y� 1� �4nQ County of
tm ra�e.� do hereby certify that rLOx>1A5 personally appeared
before me thisQ1 day of mG t5 and ac owledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
Notary Public
Onslow County
N,
CARO'`.0`°
Form SWU-101 Version Oct. 31,2013
SEAL
My commission expirac��; (�q
gF-CEI E
JUN 19 2015
Page 7 of 7 BYc-------

. t`\`, �,Y.❑'11 J,1; fit,
oa�sv�sa:a '
-tN7. coulwixQpru Enni.co_.
QutjOM COnu:P• _
110tw-A bnFl`r
if fy
Jar In
1 i .

,•�' atHSS
�OI�Gt
Penmt N .
(to be orovded by DWO)
i =�Y31W1 �•! S
®��`�..A' �•.GF FMGINE; frL�v 0
�In -,�l ••NM• �V
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted
The Required Items Checklist (Pan 1/1) must be printed. filled out and submitted along with all of the required information.
of VJVJ A7T\191\\y\1OG
ONiii .....<
I. PROJECT INFORMATION - - - --_-
Project name CJ RED between Wilson and Hoover P-1319
Contact person Vincent Chirichella (previous: Howard Resnik)
Phone number i919-828-1876
Date !P9/2014
Drainage area number IA- BED Pond
IL. DESIGN INFORMATION - - - - - - -
Site Characteristics
Drainage area
Impervious area, post -development
%impervious
Design rainfall depth
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5' ronoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pre/post control of the lyr 24hr stone peak flow required?
1-yr, 24-hr rainfall depth
Rational C, predevelopment
Rational C, post -development
Rainfall intensity: 1-yr, 24hr stone
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 1011 vegetated shelf elevation
Bottom of 10ft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
� 655.651iry°
271,028' ftt
41.34 %
1.5'in
34,465, ft3
34,657ift3
I OK, volume provided is equal to or in excess of volume required.
•ft3
ft3
ft3
ft3
r� IF- ;(Y or N)
3.8 in
0.30 (tailless)
0.52 (unidess)
0.16iNhr OK
27.64 ft3/sec
47.91 elsec
20.27 ft'Isec
10.10'foist
9.00:fmsl
I 9.00 fmsl
I 9.50'.fmsl
8.50 fmsl
5.00; fmsl
4.00'fmsl
1.00 it
N (Y or N)
10.1lfmsl OK
ECEIVEFJ
JUL 1 1 2014
BY:
Form SW401-Wet Detention Basin-Rev.9 I18/12 Pans I. b IL Design Summary, Page 1 of 2

fit,;) .4
NW-j
sunace weas
Area, temporary pool
33,2f0 fe
Area REQUIRED, permanent pool
27,734 ft'
SAIDA ratio
4.23 (unitless)
"r, J;. 1 '°" r° �� '4•r:F;`
Area PROVIDED, permanent pool, A,,.m-,,,I
28,513 It
OK, 'y^2.{e 7`ee1in god°4
Area, bottom of 10ft vegetated shelf, A�,,,,
25,244 It'
Area, sediment cleanoul, lop elevation (bottom of pond), A, I, m
18,887, If°
Volumes
Volume, temporary pool
34,657 ft'
OK
Volume, permanent pool, V,,,,,,.I
90,481,fP
Volume, forebay (sum of forebays it more than one forebay) I
18,415'ft3
Faebay %of permanent pool volume
20.4% %
OK
SAIDA Table Data
Design TSS removal
90%
Coastal SAIDA Table Used?
Y (Y or N)
MountainlPiedmont SA/DA Table Used?
N (Y or N)
SAIDA ratio
4.23 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
N (Y or N)
Volume, permanent pool, V,,,,,,,
90,481 it'
Area provided, permanent pool, A,,,,,,y„,I
28,513 ft2
Average depth calculated
If Need 3 ft min.
Average depth used in SAIDA, d„, (Rand to nearest 0.5ft)
It
Calculation option 2 used? (See Figure 10-2b) -
Y (Y or N)
Area provided, permanent pool, A...
28,513 ft'
Area, bottom of 10ft vegetated shelf, A. ,,,,r
25,244 ft?
Area, sediment cleanout, top elevation (bottom of pond), A..
18,887 ft2
'Depth' (distance bAv bottom of 10ft shelf and top of sediment)
3.50 It
Average depth calculated
3.50 It OK
Average depth used in SAIDA, d.., (Round to down to nearest 0.51d
3.5 If OK
Drawdown Calculations
Drawdown through orifice?
Y (Y a N)
Diameter of orifice (if circular) I
3.00 in
Area of orifice ('d-non-circular) `
in 2
Coefficient of discharge (CO)
0.60,(unidess)
Driving head (H,) -
0.37 If
Drawdown through weir?
N (Y or N)
Weir type
(unitless)
Coefficient of discharge (C.)
(unNess)
Length of weir (L) -
It
Driving head (H)
It
Pre -development 1-yr, 24-hr peak flow
27.64 ft/sec
Post -development 1-yr, 24-hr peak flow
47.91 ft3/sec
Storage volume discharge rate (through discharge office or weir)
0.14 ft3lsec
Storage volume drawdown time I 2.79, days
Additional Information
Vegetated side slopes
3.:1
Vegetated shelf slope
W 1
Vegetated shelf width
10.0 It
Length of flowpath to width ratio
SA
Length to width ratio
3.0 :1
Trash rack for overflow. 8 orifice?
Y (Y or N)
Freeboard provided
1.0.It
Vegetated filter provided?
N (Y or N)
Recorded drainage easement provided?
N (Y a N)
Capures all runoff at ultimate build -out?
Y (Y or N)
Drain mechanism for maintenance or emergencies is:
'PORTABLE PUMP
OK, dram down in 2-5 days.
OK
OK
OK
OK
OK
OK
OK
OK
Insufficient. Recorded drainage easement required.
OK
Form SW4e1-Wet Detention Basin-Rev.9-4/18/12 Pans I. b II. Design Summary, Page 2 of 2

Permit Number:_ ✓/�/ J �i>f/�/
(to be provided by DWQ)
Drainage Area Number: r4
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
I approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4
7JA
CEIVEDN 13 2012
Page I of 4

Permit Number: 56U 8 f Z01 U'
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present..
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area,
and control the al al growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
RECEIVED
Form SW401-Wet Detention Basin O&M-Rev.4 JAN 1 3 2012 Page 2 of 4
BY:

Permit Number: 7&0 9 1 ZU 1 U
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
licable)
needs repair. (ifapplicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that -it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 4.0 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 5.0 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
BASIN DIAGRAM
ill in the blanks)
Permanent Pool Elevation 9
4 1 Pe anen Pool
--------------- -- Volume Sediment Removal Elevation 5
3 -ft Min. -
Sedimen[ Bottom Elevation 4
Storage
FOREBAY MAIN POND
l-ft
Storage
Form SW40I-Wet Detention Basin O&M-Rev.4 I JAN 13 2012 1 Page 3 of 4

Permit Number: 5(o i? 10010 1
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:CJ BEO between Hoover and Wilson P-1319
BMP drainage area number:
Print name:
Title:Deputy Public Works Officer
Address:BLDG 1005 MICHAEL ROAD MCB CAMP LEJEUNE NC 28547
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, V i G, - N o r r is a Notary Public for the State of
1 /xl ��Cc�� tY�C1L County of Q i j Sl D S1 do hereby certify that
C�G►f personally appeared before me this
day of—peri tr and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
SYLVIA NORRIS
NOTARY PUBLIC
ONSLOW COUNTY,
MY COMMISSION EXPIRES
SEAL
My commission expires 3 91ne, aDI 5 RECEIVED
JAN 1 3 2012
BY:
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

Permit SW8 120101
s.
Legendv:____
CUN.CLAmpound
N
SCALE 1:4,000
00017605 007 Kitameters
0 00175 0035 O W Miles
ELEVATION IN FEET
20 FOOT CONTOUR INTERVAL
This Camp Le)eune map
was produced by Michael Taylor at
G-F Dept. ECe. 12 Post Lane.
michaele.layler5@u smcm it
910-451-9657
Feb 2020
Data Credtl/SOUfLe
2002 Digital Globe! 02003 Space Imaging
Map generated us,rg the Geographic Inlormaeon System
Managed by the Installation Geospaual Itrembled 8 Services Office
Regional Geosptuai oformatmn B Senecas Dmsioo GP
Maude Corps Installations East -Manna Corps Rase Carib Leleune
FOR REFERENCE ONLY
FOR OFFICIAL USE ONLY fF000)
NOT TO BE USED FOR TARGETING OR NAVIGATION
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Application
' Completeness Review, /Checklist (Non -Transfers) - Short Version
Project Name: 04W7P ✓o.gASp� «(� - t�1;116 � c yooytf , �/31 / Date Delivered to WIRO:
Project County/Location: U3 BIMS Received/Accepted Date: (p Z zozci
Rule(s): El2017 Coastal 1Z2008 Coastal F-11995 Coastal BIMS Acknowledged Date':
Phase II Universal El1988 Coastal
Permit Action: New
Major Mod / Minor Mod enewa
Permit Type: isLD / LD Overall / HD &LD Combo
General Permit / Offsite / Exempt / Rescission
Development Type: Commercial / Residential / ter
Subdivided?: Subdivision or Single Lot
Permittee Type & Documents Needed:
MProperty Owner(s) Purchaser Lessee
Viable? mca ElViable? Viable?
Deed Purchase Agmt Lease
MNot Subdivided: Deed
Subdivision: Common Area Deed
New Permit #2
Existing Permit #: �$u.)`� /Zo/ o%
Expriation Date 3: i/2 yl2oLd
FlOffsite to SW8:
14f Meu Tay Lot is in Master Permit?
OPE Cert on File?
FJHOA Developer
Viable? Viable?
Election Minutes
Paperwork
D,QApplicaticm
FJ Fee: F_JS505 (within 6mo) Check#(s):
Supplement' (1 new form or for older forms: 1 original per SCM)
F�O&M '
Soils Report (Infil or PP)
Calculations (signed/sealed)
Deed Restrictions, if subdivided
Project Narrative
FlUSGS Map (or on file?) Subject to SA?: Y / N Subject to ORW?:
Plans (2 Sets)
'RPE Certification
DElectronlc Copies
Easements, Recorded (2017 Rules)
NOTES:
'Enter BIMS Acknowledged Date on this Sheet
2For New Projects -Enter New Permit # on Supplements & Deed Restiction Templates.
31f w/in 6 months and they are requesting a mod, STOP. Needs a renewal first.
EMAILED ENGINEER DATE:
REVIEWER NAME: aa—le Al
Comments:
G:WQ\\\Reference Library\Procedures\Checklists\Completeness Review Checklist_202001 31
DNo Fee
Y / N

Burd, Tina J
From: Burd, Tina J
Sent: Wednesday, June 17, 2020 10:23 AM
To: [e-mail]
Subject: SW8 120101 - Camp Johnson BEQ P1319 NCO Academy and Supply Warehouse
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (Stormwater Section) accepted
the Stormwater Permit Renewal Application and $505.00 fee for the subject project on June 2, 2020. The project has
been assigned to Kellie Norris and you will be notified if additional information is needed.
Best Regards,
Tina Burd
Administrative Associate II
Wilmington Regional Office
Division of Environmental Assistance & Customer Service
Phone [phone]
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

Hall, Christine
From: Hall, Christine
Sent: Wednesday, March 25, 2020 5:10 PM
To: Avolis Engineering, P.A.
Cc: Talia Barraco
Subject: RE: [External] SW8 120101 - Camp Johnson NCO Academy, Camp Lejeune (UPO PEB
Camp Johnson)
Kevin,
Great question. As long as the SCM size is not increasing, the original design standards from 2009-2016 may still be
used. However, since there is an increase in DA, that additional area would be subject to 2017 rules. This isn't a big
change on this project since its design storm is already at 1.5". You'll just need to provide updated calculations
reflecting this change. We'd be looking for talcs to document the change such as: the new min required volume based
on the new site condition, the new SA/DA ratio (based on the SA/DA tables in place when it was approved), and the
resulting min required surface area. This change will also need to be documented on an updated supplement (the
archived supplements should be available under the design manual website) and hopefully an updated DA table for this
SCM.
Let me know if you have any more questions!
Christine
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine. ha II(& ncdenr.aov
127 Cardinal Drive Ext.
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Avolis Engineering, P.A. [mailto:[e-mail]]
Sent: Wednesday, March 25, 2020 11:56 AM
To: Hall, Christine <[e-mail]>
Cc: Talia Barraco <[e-mail]>
Subject: [External] SW8 120101 - Camp Johnson NCO Academy, Camp Lejeune (UPO PEB Camp Johnson)
Christine:
Hope all is well with you.
I am working on a modification to the referenced permit. The permit includes an allocation for future BUA for
sub drainage Basin "A" of 43,072 SF. Basin "A" is treated by Pond "A". I am proposing to expand the drainage

basin to incorporate the new project and utilize the future allocation to offset the new BUA (approximately
12,188 SF).
My question — the original Pond "A" was designed utilizing the 2009 — 2016 Design Manual. In re-evaluating
the basin with the expanded drainage area, can I use the 2009 — 2016 Design Manual methods and tables
since I am utilizing part of the "future" BUA allocation contained in the original design?
Thanks for your input!
Kevin Avolis, PE
Avolis Engineering, PA
252.633.0068