SW8980204_CURRENT PERMIT_20200629

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8TJ Oa�
DOC TYPE
�, CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
o�Oo�OCXea`�
YYYYMMDD

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Director
June 29, 2020
MCB Camp Lejeune
Attn: Commanding Officer
c/o Neal Paul, Deputy Public Works Officer
1005 Michael Road
Camp Lejeune, NC 28547
NORTH CAROLINA
Environmental Quality
Subject: Permit Renewal
State Stormwater Management Permit No. SW8 980204
Bachelor Enlisted Quarters MCAS
Onslow County
Dear Mr. Paul:
The Wilmington Regional Office received a complete 8 year Stormwater Management Permit Renewal Application for
Bachelor Enlisted Quarters MCAS on June 2, 2020. The Division is hereby notifying you that permit SW8 980204 has been
renewed on June 29, 2020, and shall be effective until July 6, 2027. 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 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 October 10, 1998 and subsequently
modified on June 6, 1999; July 6, 2005 and October 21, 2013, will remain in full force and effect in accordance with the
regulations set forth in Title 15A NCAC 2H.1000 effective September 1, 1995.
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 Daniel Sams in the
Wilmington Regional Office, at [phone] or [e-mail].
Sincerely, _
~ �J
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment A —Designer's Certification Form
Attachment C — Permitting History
Renewal Application Documents
DES/dan: 111StormwaterlPermits & Projects\1998\980204 14D12020 06 permit 980204
cc: Wilmington Regional Office Stormwater File
Q_1z�
z North Carolina Department of En\&onmental Quality 1 Division of Energy, Mineral and Land Resources
E-J Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
rb.rncar;ou�n �
910.796.7215

State Stormwater Management Systems
Permit No. SW8 980204
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
United States Marine Corps Air Station
Bachelor Enlisted Quarters MCAS New River
Onslow County/
FOR THE
construction, operation and maintenance of a new and an existing, permitted, 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 July 6, 2027, 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 (existing and proposed construction) has been approved for
the management of stormwater runoff as described in Section 1.6 on page 3 and
Section 1.7 on page 4 of this permit. The new stormwater control has been designed to
handle the runoff from 135,226 square feet of impervious area, and there is no change
to the permitted impervious area of 160,736 square feet for the existing stormwater
control.
3. The tract will be limited to the amount of built -upon area indicated on page 3 and page
4 of this permit, and per approved plans. An allocated built -upon area for future
development is limited to 22,650 square feet for drainage to the existing stormwater
control (equal to the amount of impervious area being reduced by the proposed
construction that drains to the existing stormwater control). The "Project Design Data
Sheet" for the existing, permitted, stormwater control remains unchanged and is
included on page 4 of this permit.
Page 1 of 5

State Stormwater Management Systems
Permit No. SW8 980204
4
5
7
All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements. The final plats for the project will be recorded
showing all such required easements, in accordance with the approved plans.
The runoff from all built -upon area within the permitted drainage area of this project
must be directed into the permitted stormwater control system.
The following design criteria have been provided in the proposed, new, wet detention
pond and must be maintained at design conditions when in operation:
a. Drainage Area, acres:
Onsite, ft2:
Offsite, ft2:
b. Total Impervious Surfaces, ft2-
On-site buildings,ft2:
On -site streets, ft2:
On -site parking, ft2:
On -site sidewalks, 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:
4.36
189,922
N one
135,226
9,934
7,246
109,907
8,139
i. Temporary Storage Elevation, FMSL
j. Controlling Orifice:
k. Permitted Forebay Volume, ft3:
I. Receiving Stream/River Basin:
M. Stream Index Number:
n. Classification of Water Body:
1.0
5.0
90%
14.6
9,900
15,389
16.0
1.5"0 pipe
3,625
UT to Southwest Creek 1 White Oak
19-17-(0.5)
"C; NSW,
Existing Detention Pond
Permit No. SW8 980204 Modification, Issued June 4, 1999
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Water Body Receiving Stormwater Runoff:
Classification of Water Body:
If Class SA, chloride sampling results:
Pond Depth, feet:
Permanent Pool Elevation, FMSL (Meters):
Total Impervious Surfaces, ft2:
Offsite Area Entering Pond, ft2:
Required Surface Area, ft2:
Provided Surface Area, ft2:
Required Storage Volume, ft3:
Provided Storage Volume, ft3:
Temporary Storage Elevation, FMSL (Meters)
Controlling Orifice:
Bachelor Enlisted Quarters P-587
SW8 980204 Modification
Onslow County
Commander Mason Crum, CEC, USN
Marine Corps Base Camp Lejeune
PSC Box 20004
Camp Lejeune, NC 28542
June 3, 1999
New River (WHO 19-(15.5))
"SC NSW"
nla
4.5
16.8 (5.12)
160,736
none, per Engineer
12,481
14,475
13,631
15,706
17.82 (5.43)
2"0 pipe (51 mm 0)
Page 2 of 5

State Stormwater Management Systems
Permit No. SW8 980204
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety, vegetated
and operational for its intended use prior to the construction of any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
3. The permittee shall at all'times provide the operation and maintenance necessary to
assure the permitted stormwater system functions at 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 revegetation 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 DWQ. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
5. Decorative spray fountains will be allowed in the stormwater treatment system, subject
to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent pool
surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing,
may be used only if they draw water from the surface in the deepest part of the
pond.
c. The falling water from the fountain must be centered in the pond, away from the
shoreline.
d. The maximum horsepower for a fountain in either of the two ponds is 118
horsepower.
6. 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.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that the permitted facility has
been installed in accordance with this permit, the approved plans and specifications,
and other supporting documentation. Any deviations from the approved plans and
specifications must be noted on the Certification. A modification may be required for
those deviations.
8. 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.
9. Access to the stormwater facilities shall be maintained via appropriate easements at
all times.
Page 3 of 5

State Stormwater Management Systems
Permit No. SW8 980204
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 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.
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
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;
2. 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;
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.
Page 4 of 5

State Stormwater Management Systems
Permit No. SW8 980204
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 DENR 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 renewed, updated and reissued this the 29th day of June 2020.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 5

Attachment C - Permitting History
Bachelor Enlisted Quarters MCAS New River
Permit No. SW8 980204
Approval
Date
Permit Action
B1MS
Version
Description of the Changes
10/2/1998
Original
Approval
1.0
Urban setting, single detention pond.
6/4/1999
Modification
-
O&M changes; revision of pond location.
7/6/2005
Modification
1.1
Facility name change; new detention pond, no BUA
change to existing pond.
10/21/2013
Plan revision
1.2
Deadline extension to 7/6/2019. Modified drainage
area. Use future BUA (3 12 sq feet).
6/29/2020
Renewal
2.0
No change 8 year extension
Page 1 of 1

_ DEMLH USE UNLY
Date, Received Fee Paid Permit Number
oao �� Joao S`o5 = Sc ? eoa04
NC DEQ 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: SW8 980204
2. Project name: Bachelor Enlisted Quarters MCAS New River
3. Project street address: XXX
City: MCB Camp Lejeune County: Onslow
ZIP : 28542
4. What, if any, changes have been made to the project as permitted? NIA
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://deg.nc.gov/about/divisionslenergy-
mineral-land-resources/energy-mineral-land-rules/stormwater-programlpost-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:Hdeg.nc.gov/about/divisions/energy-mineral-land-
resourceslener -mineral-land-rules/stormwater- ro ram/ ost-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 L.ejeune 1005 Michael Rd.
City: MCB Camp Le'eune _ _ _State: NC
ZIP: 28547-2521
5. Street Address:
City: State:
6. Phone: [phone] Ernail:[e-mail]
ZIP:
E:&-%P=1VEr
JUN 0 2 2020
BY:_
�11. I � 0 14
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

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 HQW/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:
1. A permit application processing fee of $505.00 payable to NCDEQ.
2. 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 BLIA 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. 0&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
❑ I 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] It 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 022020
BY._
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D., PERMITTEE'S CERTIFATION
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 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 ownership. All information provided on this permit renewal application is, to the best of my
knowledge, corr ct and complete
Signature: Date:
NOTARI 710N:
i, a Notary Public for the State of
�-►\ �} `�� 111C� County of do hereby certify
that �Oh i1 `� ���� _ personally appeared before me
this the day of 20n_2LL_, and acknowledge the due
r.�cU(Stio ,�'ra forgoing instrument. Witness my hand and official seal,
'OU8L1�
TIV coo
my�FtIff"l9sion expires
s4
JUN D x 2020
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

fC
Old
NOT Y

D.- PERMIIfT/Tf EE'S CERTIFICATION
the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M 4reement 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 ownership. II information provided on this permit renewal application is, to the best of my
knowledge, correct a c lete.
Signature: Date: gz
4
X '0- _/
I, dz I a Notary Public for the State of
County of do hereby certify
that personally appeared before me
this the 01 Ay of20Z, and acknowledge the due
exe'@f f %a instrument. Witness my hand and official seal,
�ry .
NOTARY.
(I ptary Seal)
m
o PUBLIC a
Not nature:
WC
My commis" H'expires 7 �a/?7 aa2o'�
JUN 0 2 2020
.r
BY.
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

DWQ USE ONLY
Data [Zrceiacd Fee Pahl icxpress only) Permit Number
State of North Carolina �'r ,�
Department of Environment and Natural Resources w
Division of Water Quality
STORMWATER (MANAGEMENT PERMIT PLAN REVISION APPLICATION FORM
This form m oT he phot ocopied for use aas am original
I. G EN ERA L IN FORMATION
I. Stormwater Management Permit Number: SW930204
2. Project Name: AS4006/ 4007 BOILER'BIJILDING CONSTRUCTION _ w�
3. Permit Holder's name (specify the name ofthe corporation. individual, etc.):
HEAL PAUL, USVICB CA.1P LEJEUNE
4. Print Owner/ Signing Official's name and title (person legally responsible for permit):
MEAL PAUL
5. ,Mailing Address for person listed in item 2 above:
I&E BLDG 12 -NIARINE CORPS BASE PSC BOX 20004
City:CANIP LEJEUNE State:NC Zip:23542
Phone: (910 —)— 451-3034 Fax: (910 }451-3300
Em ail:N EA L.PA U L RUSNI C.VI IL
11, PLAN REVISION INFORMATION
1. Summarize the plan revision proposed (attach additional pages if needed):
ADDITION OF' BOILERS FOR BUILDINGS AS4006/ 4007, EACH 14' \ 20'. RE,NIOVAL OF 45' LENGTH OF
6' SIDEWALK. NET ADDITIONAL, 1,�IPERVIOUS AFTER THE REMOVAL OF SIDEWALK IS 312 SF
Ill. SUBMITTALREQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the DWQ Office that issued the permit.
I. Please indicate that you have provided the following required information by initialing in the space provided
nest to each item.
Initials
• Original & I copy of the Plan Revision Application Form
• Two (2) copies of revised plans (must be revisions of original approved plan sheet(,))
If applying for Express review (only availcahle in 20 crxivtal counties):
• Application fee of $500.00 (mu& ptryahlelo,,VCD,FrVR)
VI. APPLICANT'S CERTIFICATION
I. (print or type name of person listed in General Information, item J) NEAL PAUL
certify that I have authorized these plan revisions and that the information included on this plan revision
application is, to t t of my k wI dge, correct and coa,p ME
Signature:( Date:
P% AIN 7 0 2n131
Plan Revision Form Rev 13JuJvJ010 H aa,e I of I

�'' �u'r � � . ��t��� • Qk�'IGEji.) E, ¢ Nay � " ,� "� �',��. • � m.: . ��:
Date Received Fee Paid Permit Number
�1 b 15 .
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
1. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc, who owns the project):
United States Marine Corps Air Station New River
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Commander Lawrence Readal, Public Works Officer
3. Mailing Address for person listed in item 2 above:
1005 Michael Road
City: Camp Lejeune T State: NC Zip: 28547
Telephone Number: ( 910 ) 451-2213
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Bachelor Enlisted Quarters MCAS New River, BEQ P-630
5. Location of Project (street address):
Corner-otDomarco -Street and Doualass Road
City: MCAS New River County: Onslow,
6. Directions to project (from nearest major intersection):
Enter MCAS New River or Qurti$ @oadQfri_Hyy.17. go U mile, turn right on Schmidt Street, go
0.8 mile, turn left on Douglass Road, go 0.1 mile. Project on corner of Demarko and Douglass
7. Latitude: N 34.71330 Longitude: W 77.45580 of project
8. Contact person who can answer questions about the project:
Name: Timothy E. Stewart, P.E. Telephone Number: ( _ 910-� 455-2414
H. PERMIT INFORMATION:
1. Specify whether project is (check one): New Renewal X Modification
Form SWU-101 Version 3.99 Page 1 of 4

k '
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number SW8980204 and its issue date (if known) June 4, 1999
3. Specify the type of project (check one):
Low Density X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1, In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Wet Detention Pond
White Oak
2. Stormwater runoff from this project drains to the River basin.
3. Total Project Area: 4.36 acres 4. Project Built Upon Area: 71.1
5. How many drainage areas does the project have? 1
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Proposed Pond Existing Pond
Basinbli�forrriation ��
.�'^!4`••'�3'¢"PJ;e: gin,
X f]ratna�/�e Ar,.eal ° `
; �.:.ikc:3i�.�S�'4k`:'.#'w'�.&^§�P'dti'^ r
Drairia e Area 2: 3
�° .E'€' w .iL33'Xa`�_"i-'�•1Y'ic�k.u'i'
Receiving Stream Name
UNT to Southwest Creek
UNT to Southwest Greek
Receiving Stream Class
C NSW
C NSW
Drainage Area
4.36
8.68 Ac. - 0.22 Ac. = 8. c.
Existing Impervious* Area
48,141 S.F. (To be removed)
3.69 Ac. - 0.52 Ac. = 3.17 Ac.
Proposed Impervious*Area
135,226 S.F.
% Impervious* Area (total)
71.1 %
37.5 %
Erripe a sSurfaceAiesn�Drainage'AzreaIk'
f��jl10 �ra�na;AnZ`
On -site Buildings
9,934 S.F.
0.52 + 676 - 1.22 KE
On -site Streets
On -site Parking
109,907 S.F.
2.74 Ac. - 1.25 =1.49 Ac.
On -site Sidewalks
8,139 S.F.
0.43 AC. + 0.03=0.49 Kc.
Other on -site
0
Off -site
0
Total: 135,226 SF
Total: 3.69 - 0.52 = 3.17 Ac.
" Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

7. How was the off -site impervious area listed above derived?
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
No more than N/A square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, 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 State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
. Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99
Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item,
Initials
• Original and one copy of the Stormwater Management Permit Application Form i
• One copy of the applicable Supplement Form(s) for each BMP TA 5
• Permit application processing fee of $420 (payable to NCDENR) _ i�M S
• Detailed narrative description of stormwater treatment/management TM S
• Two copies of plans and specifications, including: 711
Development/Project name
Engineer and firm
Legend
- North arrow
Scale
Revision number & date
Mean high water line
Dimensioned property/project boundary
Location map with named streets or NCSR numbers
Original contours, proposed contours, spot elevations, finished floor elevations
Details of roads, drainage features, collection systems, and stormwater control measures
Wetlands delineated, or a note on plans that none exist
Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
Drainage areas delineated
Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): PARKER & ASSOCIA TES, INC.
Mailing Address: P.O. BOX 976
City: JACKSONVILLE State: NC Zip: 28541
Phone: [phone]
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person li din General
certify that the information ' uded on this
that the project will be co cte in confor
and protective covena wi b recorded, a
NCAC 2H .10 .
Signatu
Fax: ( 910 ) 455-3441
Z) Commander Lawrence Readal
ion form is, to the best of my knowledge, correct and
approved plans, that the required deed restrictions
iised project complies with the requirements of 15A
Form SA U-101 Version 3.99 Page 4 of 4
Date:

1
Permit No. Svc o `tom - l R [)Z LA (to be provided by DWQ) K4 ( �rn lJ
State of North Carolina,
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater_Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
ProiectName: BEQ MCAS NEW RIVER, BEQ P630
Contact Person: TIMOTHY M. STEWART, P.E. Phone Number: ( 910) 455-2414
For projects with multiple basins, specify which basin this worksheet applies to:
elevations
Basin Bottom Elevation 9.6 ft. (floor of the basin)
Permanent Pool Elevation 14.6 ft. (elevation of -the orifice)
Temporary Pool Elevation 16.0 ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 9,900 sq. ft. (water surface area at the orifice elevation)
Drainage Area 4.36 ac. (on -site and off -site drainage to the basin)
Impervious Area 3.10ac. (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume
Temporary Pool Volume
Fbrebay Volume.
Other parameters
SA/DA 1
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
Form SWU-102 Rev 3.99
18,450 cu. ft. (combined volume of main basin and forebay)
15,389 cu. ft. (volume detained above the permanentpool}
3,625 cu. ft. . (approximately 20% of total.volume)
5.14 % (surface area to drainage area ratio from DWQ table)
1'5 in. (2 to 5 day temporary pool draw -down required)
1.0
in.
90 % (minimum 85% required)
Page 1 of 4

Footnotes:
' When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2 in the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
.II. REQUIRED ITEMS, CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below: If a requirement has not been met, attach justification.
Applicants Initials
ro i a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
7M 1 b. The forebay volume is approximately equal to 20% of the basin volume.
7µ I c. The temporary pool controls runoff from the design storm event.
7M S d. The temporary pool draws down in 2 to 5 days.
TM S N A e. If required, a 30-foot vegetative, filter is provided at the outlet (include non -erosive flow
calculations)
TM f. The basin length to width ratio is greater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-
7MS
TM S
M5 N
Th1 P
7M (
of -way.
1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
m. A mechanism is specified which will drain the basin for maintenance or an emergency.
k - t4o ( N(.qJ-0W0, tiovQLN MWT r1U(.Rt:rf
#m - 1F NR:4){ To 615WANiat-Pj if WIPL NC- (lvlhrtmo ouT
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
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) 0 does 0 does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does edoes not incorporate pretreatment other than a forebay.
Form SW U-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention,basin system. for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain.
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
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 1 0 8 5 feet in the main pond, the sediment shall be removed. .
When the permanent pool depth reads 10 .8 5 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 14 . 6
Sediment R oval El. 1 0. 8 5 ;7510.85Sediment Removal Elevation 75%
---- ------------------------------------------ ---
Bottom Ele ation
Bottom Elevation 9 - 6 ' 25%
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

A
7. Ai'1. components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
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.
Print name: Commander. Lawrence, Read
Title: Public orks 'Off ice
Address: 1005kciflel Road
Phone: [phone]
l `7 T_ rJ
Date:
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, � / ,- ,f/ a Notary Public for the State of
County of 0_2J(,& do hereby certify th r{„ e�e
personally appeared before me this day of and acknowledge the due
execution of the forgoing wet detention basin maintenafice requirements. Witness my hand and official seal,
G
SEAL
My commission' expires�r o2.QGi'� c Jo sy
Form SWU-102 Rev 3.99 Page 4 of 4

Permit No. 9 e�
(to be provided Fy DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORIM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management pan su inittal includes a wet detention basin supplement for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a signed and
notarized operation and maintenance agreement.
L PROJECT INFORMATION (please complete the following information):
Project Name : Bachelor Enlisted Quarters, MCAS New River
Contact Person: Tony Sholar Phone Number: L210
For projects with multiple basins, specify which basin this worksheet applies to:
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation
Permanent Pool Surface Area
Drainage Area
Impervious Area
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
SAJDAI used
Diameter of Orifice
Design TSS Removal
451-221.3
12.27
ft.
(average elevation of the floor of the basin)
16.80
ft.
(elevation of the orifice)
17.82
ft.
(elevation of the discharge structure overflow)
14475
sq. ft.
(water surface area at the orifice elevation)
8.68
ac.
(on -site and off -site drainage to the basin)
3.69
ac.
(on -site and off -site drainage to the basin)
34800
cu. ft.
(combined volume of main basin and forebay)
15330
cu. ft.
(volume detained above the permanent pool)
8970
cu. ft.
3.3 (surface area to drainage area ratio)
2 in.
90 % (85% TSS removal required, see item k below)
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices manual
(N.C. Department of Environment, Health and Natural Resources, November 1995) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Form SWU-102 Rev 1/August 1998 Page 1 of 3

i
Appliearfts Initials
_Lam.._.— a.
IE.�> b.
d.
�U e.
f
AV 9.
h.
�O k.
The temporary pool controls runoff from the 1 inch storm event.
The basin length to width ratio is greater than 3:1.
The basin side slopes above the permanent pool are no steeper than 3:1.
A submerged and vegetated perimeter shelf at less than 6:1 is provided (show detail).
Vegetation above the permanent pool elevation is specified.
An emergency drain is provided to empty the basin.
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
The temporary pool draws down in 2 to 5 days.
A trash rack is provided for both the overflow and orifice.
The forebay volume is approximately equal to 20% of the total basin volume.
Sediment storage is provided in the permanent pool.
N/A 1. A 30-foot vegetative filter is provided at the outletz (include erosive flow calculations)
N/A m. Recorded drainage easement for each basin including access to nearest right-of-way.
n. A site specific operation and maintenance (O&M) plan is provided.
o. A vegetation management/mowing schedule is provided in the 0&1v1 plan.
p. Semi-annual inspections are specified in the O&M plan.
q. A debris check to be performed after every storrn event is specified in the O&M plan.
�f r. Specific clean -out benchmarks are specified in the O&M plan (elevation or depth).
s. A legally responsible party is designated in the O&M plan3 (include name and title).
N/A t. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified to be performed prior to use as a wet detention basin.
', , t -f- i [r R -M O r.1 S 'T- i i , r"� A� r �-
Footnotes:
1 When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2 The requirement for a vegetative filter may be waived if the wet detention basin is designed to meet 90% TSS removal.
3 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.
III. VET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, forebay, non-integrated pretreatment
systems (pretreatment other than forebays), and the vegetated filter if one is provided.
This system (check one) NI does ❑ does not incorporate a vegetated filter.
This system (check one) ❑ does 0 does not incorporate non-integrated pretreatment.
Maintenance activities shall be perfo=s as follows:
After every significant runoff producing rainfall event and at least monthly:
Form SWU-102 Rev I/August 1998 Page 2 of 3

r
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation, grass
cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth. Removed sediment shall be disposed of in an appropriate
manner and shall not be handled in a manner that will adversely impact water quality (i.e. stockpiling near a
wet detention basin or stream, etc.).
The original design depth is: 4.5' , (12.27 elevation)
The sediment removal benchmark is: 3.9' (16.20 elevation)
Remove cattails and other indigenous wetland plants when they cover 75% of the basin surface. These
plants shall be encouraged to grow along the basin perimeter.
If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the above
maintenance procedures. I agree to notify DWQ of any problems with the system or changes in the name of the
project, responsible patty, or address.
Print name: MASON CRUM, CDR, CEC, USN
Address: Public Works Division, )~urine Corps Base, PSC Box 20004, Camp L,ejeune, NC 28542
Phone: [phone]
Title: Public Works Officer/Officer in Charge of Contracts
Signature: �--
Date: 31; t cq `} - — - -
I, (�!' �C, l— 1l•l-i'l�'G �`1r�-5 , a Notary Public for the State of�;%f' �f'�. [_(i'��/�Gr
Countyof 5 �l �l�� do hereby certify that } 1� ilia"ll
Y fY
personally appeared before me this Ji'A,C)_ day of f r_ If'`: I9 �� C , and acknowledge the
due execution of the forgoing infiltration system maintenance requirements. Witness my hand and official seal,
SEAL
Form SWU-102 Rev ]/August 1998 Page 3 of 3

I1 Required Items
A trash rack has not been provided since the discharge structure will be easily accessible
to remove trash.
I. We are tying into an existing storm system.
m. The pond is on U.S. Government property.
t. Basin will not be used for sediment and erosion control.

- PARKER & ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
306 New Bridge Street + P.O. Box 976
Jacksonville, NC 28541-0976
[phone] + Fax: [phone]
September 14, 2007
Ms. Linda Lewis, Water Quality Regional Supervisor
NCDENR - Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
RE: Bachelor Enlisted Quarters
MCAS New River
Permit No. SW8 980204 Modification
Stormwate: System Certification,
Onslow County, NC
Dear Ms. Lewis,
We are providing herein the required stormwater system construction certification for the above
referenced project as shown below:
1 Michael J. Klinker, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to periodically observe the construction of the Bachelor Enlisted Quarters MCAS
New River, Permit No. SW8 980204 modification, hereby state that due care and diligence was used in
the observation of the project construction such that the construction was observed to have been built
within substantial compliance and intent of approved plans and specification.
The attached Stormwater System Construction Certification Checklist is included as part of the
certification. Noted deviations from approved plans and specifications are as listed on the attached
checklist.
If you have any questions concerning this certification, please call.
:'CAo O�%,' f Sincerely,
SEAL PARKER & ASSOCIATES, INC.
:. 029091
. V/ q 7
,����+rrlis►++�`x,, M.J. Kl* ker, P.E.
Enclosures
xc: Francis Hernandez (wl enclosures)
Bob Sandford (w/ enclosures)
CF (P), LAM, TMS, DAD
MJK/1md
c2:MJK.131=Q.MCA5.9.14.07
DECEIVED
S E P 17 2007
BY:
EMAIL ADDRESS: 'TEXT MESSAGES'r0: Paitextra)hizec.rr.com MAPS AND PLANS TO: naidraft(a�biree.rr.com
♦ ENVIRONMENTAL ENGINEERING ♦ STORMWATF;R, WATER AND WASTEWATER SYSTEMS
+ FEASIBILITY AND DEVELOPMENT CONSULTING ♦ GLOBAL POSITIONING SURVEYS ♦ SUBDIVISION AND CONSTRUCTION PLANS

State Stormwater ^Management Systems
Permit No. S% 980204 Modification
Certification Requirements:
1.
The drainage area to the system contains approximately the permitted
I
acreage.
yo 2.
The drainage area to the system contains no more than the permitted
amount of built -upon area.
YYi�%h 3.
All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4.
All roof drains are located such that the runoff is directed into the system.
pl#k. 5.
The outlet/bypass structure elevations are per the approved plan.
6.
r-�
The outlet structure is located per the approved plans vts413 Apptes
7.
_s4jr �` Bps 1p�oa.�e�e��
Trash rack is provided on the outlet/bypass structure. s o�
8.
All slopes are grassed with permanent vegetation.
9.
Vegetated slopes are no steeper than 3:1.
�10.
The inlets are located per the approved plans and do not cause short-
circuiting of the system.
iyi f2. 11.
The permitted amounts of surface area and/or volume have been
provided.
Wh12. Required drawdown devices are correctly sized per the approved plans.
�rnQh��13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Mike Morris, Onslow County Building Inspections
Page 9 of 9

-- DEPARTMENT OF THE NAVY
OFFICER IN CHARGE, OF CONSTRUCTION
RESIDENT OFFICER IN CIIARGE OF CONSTRUCTION
NAVAL FACILITIES ENGINEERING COMMAND CONTRACTS
1005 MICHAEL ROAD
CAMP LEJEUNE, NC 28547-2521
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
RECEIVED
SEP 13 2001
BY:
TELEPH O. E;
910-451-2583
FAX [phone]
IN RFa-F.v REFER TM
N62470-96-C-6189
JAXIAl
4 Sept 01
Re: Contract N62470-96-C-6189, Bachelor Enlisted Quarters, Marine Corps Base, Camp
Lejeune, North Carolina
PERMIT SW8 980204
Gentlemen:
In accordance with your letter of 4 June 1999 (Permit SW8 980204), it is herein certified that all work was
accomplished in accordance with the approved plans and specifications.
For further information contract the undersigned at 910 451-2583.
Encl:
Sincerely,
W"&-
VANN MARSHBURN, P.E.
Supervisory Assistant Officer
In Charge of Construction
Quality Performance ... Quality Results

State Stormwater Management S1,stems
Permit No, SW8 680204
Batchelor Enlisted Quarters, P-587
Stormwatbr Permit No. SW8 980204
Onslow County
Designer's Certification
I, M(/1,AJ as a duly registered
the State of North Carolina, having been authorized to observe (periodically/weekly/full time) the construction of
the project,
(Project)
for (Project Owner) hcreby state that, to the best ofmy abilities, due care
and diligenc was used in the observation of the project construction such that the construction was observed to be
built within substantial compliance and intent of the approved plans and specifications.
Required Items to be checked for this certification to be considered complete are on page 2 of this form.
Noted deviations from approved plans and specifications:
SEAL
Signature
Registration NumberHCCAcRD4
OESSI~
Date

J � _ ,
� '� � }
� ;•��� ,�
� 'S . '
y.

State Stormwater Management Systems
Permit No, SW8 980204
PE Certification Requirements:
4
1.
The drainage area to the system contains approximately the permitted acreage.
2.
The drainage area to the system contains no more than the permitted amount of built -upon area.
3.
All the built -upon area associated with the project is graded such that the runoff drains to the system.
4.
The outlet/bypass structure elevations are per the approved plan.
5.
The outlet structure is located per the approved plans.
6.
Trash rack is provided on the outlet/bypass structure.
7.
All slopes are grassed with permanent vegetation.
8.
Vegetated slopes are no steeper than 3:1.
9.
The inlets are located per the approved plans and do not cause short-circuiting of the system.
10.
The permitted amounts of surface area and/or volume have been provided.
1 1.
Required drawdown devices are correctly sized per the approved plans.
12.
All required design depths are provided.
13.
All required parts of the system are provided, such as a vegetated shell, and a
forebay.
14.
The overall dimensions of the system, as shown on the approved plans, are provided.
S:IWQSISTORM WAT1I�" ORMSIPECERI'.hO R
cc:
Wilmington
Regional Office
Corann Harper, Onslow County Inspections
6