SW8081016_HISTORICAL FILE_20081203

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SWS
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
(�] HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE i Z 0
YYYYMM DD

o�o� �1 A r�9pG
5 C
December 3, 2008
Commanding Officer Marine Corps Base
Attention: Carl Baker, Deputy Public Works Division
MCB Camp Lejeune
1005 Michael Road
Camp Lejeune, NC 28547
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Norih Carolina Department of Environment and Natural Resources
Subject: State Stormwater Management Permit No. SW8 081016
P-1222 MP Company Operations Complex
High Density Commercial Wet Pond Project
Onslow County
c� ar Mr. Baker.
Colecn H, Sullins Director
Division ul' Water Quality
The Wilmington Regional Office received a complete.State Stormwater Management Permit
Application for P-1222 MP Company Operations Complex on November 26, 2008. Staff
review of the plans and specifications has determined that the project, as proposed, will
comply with the Stormwater Regulations set forth in Session Law 2008-211 and Title 15A
NCAC 2H.1000. We are forwarding Permit No. SV48 ^181016, dated December 3, 2008, for the
construction and operation of the subject project.
T iis.permit.shall be effective from the date of issuance untii'December 3, 2018, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to
the Operation and Maintenance requirements in this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system 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 upon written request within thirty (30) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Malcolm Boney, or me at [phone],
Sincerely,
Georgette Scott
Stormwater Supervisor
Division of Water Quality
GSlmb: S:IWQSISTORMWATERIPERMIT1081016.nov08
cc: Onslow County Planning Department
James Farrell, Hoggard-Sure Associates, PC
Malcolm Boney, NCDENR
Wilmington _Regional Office! N�lhcarorina
Central Files Atiturrr!!y
North Carolina Division of Water Quality 127 Cardinal Drive lixtension Wilmington, NC 28405 Phone [phone] Custumer Service
Wilmington Regional Ofiice Internet tctew.nctiealercluaiity.or, Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 081016
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
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 appiicable Laws, Rules, -arid Regulations
PERMISSION IS HEREBY GRANTED TO
Commanding General USMC Base Camp Lejeune- Attention: Carl Baker
P-1222 MP Company Operations Complex
Sneads Ferry Road, Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of 1 wet detention pond in compliance with the
provisions of Session Law 2008-211 and 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 Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until December 3, 2018, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 of this permit. The stormwater control has been
designed to handle the runoff from 199,296 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated in Section 1.7
on page 3 of this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
6. The built -upon areas associated with this project shall be located at least 50 feet
landward of all perennial and intermittent surface waters.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 081016
7. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a.
Drainage Area, p.cres-
6.93
Onsite, ft :
301,840
Offsite, ft2:
0
b.
Total Impervious Surfaces, ft2:
199,296
Buildings, ft2:
14,189
Sidewalk & Concrete, ft2:
3,023
Roads & Parking, ft2:
182,084
Offsite, ft2:
0
C.
Design Storm, inches:
1.5
d.
Average Pond Design Depth, feet:
5
e.
TSS removal efficiency-
90%
f.
Permanent Pool Elevation, FMSL :
21
9.
Permanent Pool Surface Arga, ft :
16,652
h.
Permanent Pool ,Volume , ft :
70,599
i.
Permitted Storage''Volume,- ft3:
.31;033'
j.
Temporary Storage Elevation, FMSL:
22.6
k.
Pre-dev. 1 yr. 24hr storm (ft /sec)
3.3
1.
Post dev. 1yr. 24hr storm (ft3/sec)
0.9
m.
Controlling Orifice:
2 "O pipe
n.
Forebay Volume, ft3:
13,222
o.
Fountain, hp:: 1
1 /4
P.
Receiving Stream/River Basin:
Cogdels. Creek/ WO
q.
Stream Index Number:
19-23
r.
Classification of Water Body:
"SC; NSW"
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. 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 the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in this
pond is'/4 horsepower.
3. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
4. Records of maintenance activities must be kept for each permitted BMP. The
records will indicate the date, activity, name of person performing the work and
what actions were taken.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 C31016
3. The permittee shall at all time provide the operation and maintenance necessary
to assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of slopes and the vegetated filter strip.
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, level
spreader, filter strip, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. The permittee shall submit to the Division of Water Quality an annual summary
report of the maintenance inspection records for each BMP. The report shall
summarize the inspection dates, results of the inspections, and the,maintenance
ance
'Work performed at each inspection.
5. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
6. The facilities shall be constructed as shower on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
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. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 031016
10. 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.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. 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.
III. GENERAL CONDITIONS
This permit -is not transferable except after notice to and approval by the Director.
In the event of a change of ownership', or,a name change, the permittee must
submit a completed Name/Ownership Change form, to the Division of Water
Quality, signed by both parties, and accompanied by supporting documentation
as listed on page 2 of the form. The project must be in good standing with the
Division. The approval of this request will be considered on its merits and may or
may not be approved.
2. - The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in,
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4: The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual,
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 081016
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2008-
211, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall notify the Division of any name, ownership or mailing address
changes at least 30 days prior to making such changes.
12. The permittee shall submit a permit renewal application at least 180 days prior to
the expiration date of this permit. The renewal request must include the
appropriate documentation and the processing fee.
Permit issued this the 3Id day of December 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Loieen H. 5uiuns, uirector
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems "
Permit No. SW8 081016
P-1222 MP Company Operations Complex
Stormwater Permit No. SW8 081016
Onslow County
Designer's Certification
as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification: .
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 091016
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
.2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6: The outlet structure is located per the apprdved'�plans.
7. Trash rack is provided. on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are rio steeper than 3:1. .
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Onslow County Planning Department

5a
>ggard-Eulre
#ssociatesP...
o
EERS SURVEYORS PLANNERS
757-484-9670 - Fax: [phone] • 901 Porl(entre Porkwav, Suite 5 - PartMuth; Virginia 23704
November 24, 2008
North Carolina
Department of Environment and Natural Resources
Wilmington Region
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
ATTN: Mr, Malcolm Boney
Re: P-1222 MP Company Operations Complex
Stormwater Project No. SW8 081016
Marine Corps Base
Camp Lejeune, North Carolina
Our File No. 2988.00.08
Dear Mr. Boney:
Hoggard I Eure Associates, P.C. respectfully requests review of the above mentioned project. In response to your
telephone comments of November 21, 2008 we submit the following information:
Two (2) copies of Design Drawings pertaining to Stormwater Management, indicating change of Flaired end
section and pipe from wash rack to forebay
The plans and specifications submitted for your review reflect the contract documents that will be utilized for
construction after permit approval.
Please contact me if any questions or comments arise during your review. I will be able to visit your office or speak to
you by telephone if necessary to help with your review.
Very truly yours,
SOCIATES, P.C.
W. Farrell, P.E.

�0F W A TF9Q
O `C
November 24, 2008
Commanding General MCB Camp Lejeune
Attention: Carl Barer, Deputy Public Works Officer
MCB Camp Lejeune
1005 Michael Road
Camp Lejeune, NC 28547
Subject: Request for Additional Information
Stormwater Project No. SW8 081016
P-1222 MP Company Complex
Onslow County
Dear Mr. Baker:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment rutd Natural Rcsources
Coleco H. Sullins Director
Division of Water Quality
The Wilmington Regional Office received an Express State Stormwater Management Permit
Application on November 13, 2008. A preliminary review of that information has determined
that the application is not complete. The following information is needed to continue the
stormwater review:
1. Per our conversations on November 20, 2008, the stormwater pond illustrated on
page C-105 of the plan sheets has a drain entering into the forebay in a way that
would short circuit the pond. Please move the drain outlet to the north side of the
forebay.
2. Please note that a revision to one number may have a domino effect on other
numbers, which may require revision of the applications, calculations, supplements,
plans, details, and associated documentation. Please verify all numbers are correct
to ensure consistency in the application documents.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received in this Office prior to November 26, 2008, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
If you need additional time to submit the information, please mail, email or fax your request for
a time extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original
documents must be returned or new originals must be provided. Copies are not acceptable. If
you have any questions concerning this matter please feel free to call me at [phone] or
email me at [e-mail].
One
Npr hCarolina
�llt!/Cll��lf
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone {910) 796-7215 Customer Service
Wilmington Regional Office Internet: %v%vw.newatergualitv.ora Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper

1
MCB Camp Lejeune
November 24, 2008
Stormwater Application No. SW8 081016
Sincerely,
Malcolm Boney
Environmental Engineer
GSlmb: S:IWQSISTORMWATERIADDINF0120081081016.nov08
CC. Hoggard Associates.P.0
Malcolm Boney, NCDENR
LW ilmington_Regional Office
Page 2 of 2

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)ggard-Sure
kssociates....
EERS SURVEYORS PLANNERS
757-484 9670 • Fax: [phone] • 901 Port(entre Parkway, Suite 5 • Portsmouth, Virginia 23704
November 14, 2008
North Carolina
Department of Environment and Natural Resources
Wilmington Region
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
ATTN: Mr. Malcolm Boney
Re: P-1222 MP Company Operations Complex
Stormwater Project No. SW8 081016
Marine Corps Base
Camp Lejeune, North Carolina
Our File No. 2988.00.08
Dear Mr. Boney:
Hoggard I Eure Associates, P.C. respectfully requests review of the above mentioned project. In response to your
comment letter dated November 13, 2008 we submit the following information:
1. Two (2) copies of Stormwater Management Report, including Calculations & Specifications,
With North Carolina Professional Engineer Seal and Signature.
The plans and specifications submitted for your review reflect the contract documents that will be utilized for
construction after permit approval.
Please contact me if any questions or comments arise during your review. I will be able to visit your office or speak to
you by telephone if necessary to help with your review.
Very truly yours,
HOGGA SSOCIATES, P.C.
2s�1
W. Farrell, P.E.

pr
)ggard-Sure
kssociates,-,
EERS SURVEYORS KANNERS
157-484.9670 • Fax:[phone] " 901 Pori(enfte Porkwov. Suite 5 • Porlsmouili, Virginia 23704 Or
October 30, 2008 $ , S 3 Z Z008
North Carolina
Department of Environment and Natural Resources
Wilmington Region
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
ATTN: Mr. Malcolm Boney
Re: P-1222 MP Company Operations Complex
Marine Corps Base
Camp Lejeune, North Carolina
Our File No. 2988.00.08
Dear Mr. Boney:
Haggard / Eure Associates, P.C. respectfully requests review of the above mentioned project. The enclosed submittal
package includes the Stormwater management Report. The following have been enclosed:
1. Original "Stormwater Management Permit Application Form"
2. Original "Wet Detention Basin Operation and Maintenance Agreement"
3. Original "Wet Detention Basin Supplement',
4. Two (2) copies of Stormwater Management Report, includes Calculations & Specifications.
5. Two (2) Full Size sets of the civil construction plans, and
6. Submittal Review Fee - $ 4,000, Previously delivered with Erosion Control Permit
The plans and specifications submitted for your review reflect the contract documents that will be utilized for
construction after permit approval.
Please contact me if any questions or comments arise during your review. I will be able to visit your office or speak to
you by telephone if necessary to help with your review.
HOGGFRD/EURE ASSO- MATES. P.C.
Farrell, P.E.

St,)'� C)�5l01(0
.4 1' ,
North Carolina Department of Environment and
Natural Resources
AGA Request for Express Permit Review
NCDENR q p
For DENR Use ONLY
Reviewer
Submit
Time:
Confirm O - 22
O CA44 -i
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application package
of the project location. Include this form in the application package. AcU 1 "1 LJ 2- I `f Za �
n-,
Asheville Region -Alison Davidson 828-296-4698;atison.davidson(a)ncmail.net
• Fayetteville or Raleigh Region -David tee 919-791-4203; davi-d.leeftncmail.net D E C E I V E
• Mooresville & -Patrick Grogan 704-663-3772 or patrick.groaan0ncmail.ne
(&t n
• Washington Region -Lyn Hardison 252-946-9215 or lyn.hardisonncmail.net U
• Wilmington Region -Janet Russell 910-350-2004orlanet.nrssell0awmail. net OCT 2 0 2008
NOTE; Project application received after 12 noon will be stamped in the following work day. DW y
Project Name: P1222-MP COMPANY OPERATIONS COMPLEX / County: ONSLOW PROD #
Applicant: MR. CARL BAKER, DEPUTY PUBLIC WORKS DIVISION Company: USMC. CAMP LEJEUNE
Address: 1005 MICHAEL STREET City: CAMP LEJEUNE, State: NC Zip: 28547
Phone:[phone] Fax:[phone] Email: CARL.H.BAKER(0)UUSMC.MIL
Project is Drains into SC,NSW waters Project Located in WHITE OAK River Basin
Engineer/Consultant: JAMES FARRELL Company: HOGGARD-EURE ASSOCIATES PC
Address: 901 PORTCENTER PARKWAY, -SUITE 5 City: PORTSMOUTH,.State: VA Zip: 23704
Phone: [phone] Fax::[phone] Emall: [e-mail]
(Check all that apply)
❑ Scoping Meeting ONLY ® DWQ, ❑ DCM, ® DLR, ❑ OTHER:
❑ Stream Origin Determination: # of stream calls — Please attach TOPO map marking the areas in questions
® State Stormwater ❑ General ❑ SFR,
❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility
❑ Low Density ❑ Low Density -Curb & Gutter _ _
# Curb Outlet Swales ElOff-site[SW (Provide permit #)]
® High Density -Detention Pond 1 # Treatment Systems,
❑ High Density -Infiltration ^ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems
❑ High Density —Constructive Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems
❑ MODIFICATION SW (Provide permit #)
❑ Coastal Management ❑ Excavation & Fill
❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development
❑ Marina Development ❑ Urban Waterfront
® Land Quality ® Erosion and Sedimentation Control Plan with 6.64 acres to be disturbed.(CK # (for DENR use))
WETLANDS QUESTIONS MUST BE ADDRESSED BELOW
❑ Wetlands (401): Check all that apply
Isolated wetland on Property ❑ Yes ® No
Wetlands on Site ❑ Yes ® No
Buffer Impacts: ® No ❑ YES: acres)
Wetlands Delineation has been completed: ❑ Yes ❑ No
Minor Variance: ❑ No ❑ YES
US ACOE Approval of Delineation completed: ❑ Yes ❑ No
Major General Variance ❑ No ❑ YES
404 Application in Process wl US ACOE: ❑ Yes ❑ No
401 Application required: ❑Yes ❑ No If YES, ❑ Regular
Permit Received from US ACOE ❑ Yes ❑ No
Perennial, Blue line stream, etc on site ❑ yes ❑ No
For DENR use only
Fee Split for multiple permits: (Check # ]
Total Fee Amount $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance ❑ Ma'• ❑ Min
$
SW ❑ HD ❑ LD ❑ Gen
$
401:
1
$
LQS
$
Stream Deter, _
$
CoP;C-rj �-Q 2�oY.cj-A d►-\ lu-z2--

BXPRES$ Request - P-1222 MP Company Operations Complex
Subject: EXPRESS Request - P-1222 MP Company Operations Complex
From: Jim Farrell <[e-mail]>
Date: Mon, 20 Oct 2008 14:50:18 -0400
To: Janet Russell <Janet.Russel [e-mail]>
Ms. Russell,
Attached are the documents for the P-1222 MP Company Operations Complex project
Requesting Express Review For Erosion Control. and Stormwater Management.
The Construction documents are prepared and ready for review. Documents have been
reviewed and Signed by Camp Lejeune and are in my possession.
We are ready for review as soon as possible. I will need at least 2-3 days to
coordinate travel.
As usual., a meeting after 12-1 pm would work better us us.
Thanks again,
Jim
,lames W. Farrell, PE
Project Manager
}hoggard-Eure Associates, PC
901 Port Centre Parkway, Suite 5
Portsmouth VA 23704
ph: 757.484.9670
fax: [phone]
[e-mail]
P-1222 MP Company
Content -Type: application/pdf
USGS.pdfI
Content -Encoding: base64
P-1222 MN -Express Req.pdf� Content -Type: application/pdf
I Content -Encoding: base64
P-1222-SITE C-104 utility (1).pdf Content -Type: application/pdf
Content -Encoding: base64
----.�-_- ------ -- - -- - .-._-�� Content -Type: - —application/pdf
P-1222-SITE C-.105 grading (1).pdf,
Content -Encoding: base64
Content -Type: application/pdf
Y-1222-VICINITY MAP.pdi 11
Content -Encoding: base64
I of 2 10/20/2008 3:39 PM

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a

P1222 — MC COMPANY OPERATIONS COMPLEX
MARINE CORPS BASE CAMP LEJEUNE, NORTH CAROLINA
SOLICITATION NUMBER: N-62470-08-R-0085
STORMWATER NARRITIVE
1. GENERAL INFORMATION
a. Name of Project: P-1222, MP Company Operations Complex
b. Street Address: Sneads Ferry Road
City: Camp Lejeune
County: Onslow
C. Acres in Tract: Property is all located within the Boundary of Camp Lejeune
d. Acres Being Disturbed: Approximately 6,64 acres at one location.
e. Acres in Wetlands: None
Ownership Information: United States Marine Corps
g. Description of Proposed Development: Project "P-1222, MP Company Operations
Complex" consists of Armory Building, Administrative Building and Vehicle
Maintenance/ Supply Building with 14,189 square foot total area; one (1) parking
lot for 155 privately owned vehicles (POV's) and one (1) parking lot for 77 tactical
vehicles. The buildings and parking lots are located between unnamed gravel
road and Sneads Ferry Road.
The location is indicated on the attached location map. The site description is as
follow:
The proposed site is located approximately 1.44 miles southeast from the
intersection of Sneads Ferry Road and Holcomb Blvd toward Bldg # 989, and
phased from north to south between unnamed gravel road and Sneads Ferry
Road. The site is currently wooded with a dirt road and slopes from west to east.
The site is bounded by Sneads Ferry Road to the east, a wooded area to the
north, the unnamed road to the west and an existing chain link fence to the south.
The site has an anticipated disturbed area of 289,283 sf.
Positive drainage shall be provided away from the new buildings. Piping, ditches
and swales shall be provided as needed to convey storm water runoff away from
the building.
A storm water management basin (BMP) shall be constructed west of the parking
lot. Drainage swales and a pipe system shall transport the storm water to the
proposed BMP location. The BMP features shall be designed and sized to meet
the State of North Carolina requirements. The storm water BMP shall meet the
P-1222, MP Company Operations Complex
2988.00.08
1 OF 3
�OcOtol� rg0$�2 08
r. 00
OCT 2 0 2000
DYED

h
Coastal Storm water Rules' non -discharge requirements for the runoff associated
with the 1.5" runoff event.
The total area draining to the BMP is 289,283 sf. The BMP is designed with 3:1
side slopes, relatively flat bottom and shall treat the first 1.5" from all impervious
surfaces.
The distance from the closest proposed building to the edge of the Sneads Ferry
Road is approximately 152 feet. The vehicular access to the tactical parking lot is
gained from unnamed gravel road to the northwest of site. The POV's parking lot is
associated with Sneads Ferry Road with two entrances.
Latitude: 340 66' 18" N 34.6618150
Longitude: 77131' 89" W-77.318921 °
Pre -Developed % Impervious = 0%
Developed % Impervious = 65.8%
All erosion control measures shall be constructed prior to land disturbance. All
Stormwater treatment facilities shall be constructed at their appropriate timing.
Sanitary sewer and water supply shall be provided by extension of the existing
utility systems. All sewer and water systems are owned and operated by MCB
Camp Lejeune.
There are no historical sites or public moni s associated with this ro'
We do not believe there are any compliance issues with the site.
2. STORMWATER INFORMATION
a. Water Body Information
River Basin: White Oak
Stream Classification: SC; NSW i f G O E i V C
Index Number: New River, 19-(15.5)
Cogdels Creek,19-23 OCT 2 0 2008
b. High Density, based on location at Camp Lejeune
Commercial — US Government nnoJ ��
NPDES Phase II
C. The proposed total percentage of impervious will be increased by this project.
Pre -Developed % Impervious = 0%
Developed % Impervious = 65.8% r
d. Number of Proposed Treatment Measures: 1
The construction site will include three buildings such as Armory Building,
Administrative Building and Vehicle Maintenance/ Supply Building with 14,189
P-1222, MP Company Operations Complex October 08, 2008
2988.00.08
20F3

square foot total area, minor sidewalks and required utilities. The site disturbance
area is 6.64 acres.
The parking lot for tactical vehicles will be treated with a Wet Detention Basin. The
pond shall be sized in accordance with the North Carolina Division of Water
Quality, "Storm water Best Management Practices Manual."
e. All built upon areas shall be treated.
f. There are no Buffer Requirements.
g. No off site water is entering the site or will be treated in the proposed BMP.
h. All property is owned by the US Government.
® E C E 1 !/ E
OCT 2 0 2008
UP.)
PROJ #
P-1222, MP Company Operations Complex October 08, 2008
2988.00.08
30F3

A
)ggard-Eure
kssociatesPn.
'EM SURVEVOR9 PI,ANNUR9
757-484.9670 • Fax:[phone] - 901 Port(entie Parkway, Suite 5 - Portsmouth, Virrliaia 23704
October 20, 2008
North Carolina
Department of Environment and Natural Resources
Wilmington Region
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
ATTN: Ms. Janet Russell
Re: P-1222, MP Company Operations Complex
Marine Corps Base
Camp Lejeune, North Carolina
Our File No. 2988.00.08
Dear Ms. Russell,
Hoggard 1 Eure Associates, P.C. respectfully requests review of the enclosed project information for
the Express Permit Review Process. Since we are located out of state we would wish to request that the
meeting be scheduled after 12 noon. Any day of the week is available, I will need approximately 2-3 days for
travel preparation.
Thank you for your consideration, and I look forward to meeting with you and the staff of DENR in the
near future. The attached submittal package includes the following documents in PDF format.
1. One (1) "Request for Express Permit Review"
2. One (1) Detailed Project Narrative
2. A site plan
4. Vicinity Map
5. USGS-Map
Please contact me if any questions or comments arise during your review. I will be able to visit your
office or speak to you by telephone if necessary to help with your review.
Very truly yours,
HOGGARD/EURE ASSOCIATES, P.C.
James W. Farrell, P.E.
f f�
OCT 2 0 2008

about:blank
October 22, 2008
P-1222 MP Operations Complex
Jim / David
The Express Stormwater & Erosion Control Submittal meeting has been scheduled with Malcolm
Boney & Rhonda Hall on October 28, 2008 at 11:00 AM here in the Wilmington Regional Office.
Please review the submittal requirements, attached. Note that plans should be submitted folded t_o_9" by
14" to tit our file system.
*Please respond within 2 business days to reserve and confirm the meeting date / time.
Thanks,
Janet Russell
Express Coordinator
Jim Farrell wrote:
Ms. Russell,
I am available 10-24, 10-28 --- and any other day.
First available would be best, 1 have a conflict on 10-27
? Meeting would also be for erosion control?
jim
Janet Russell wrote:
Jim & David:
Please give me 3 or 4 dates /times in the next couple of weeks that you're available to meet for
the stormwater submittal.
Thanks,
Janet
of 1 10/22/2008 9:12 AM

RE: P 1,22.2-MI' Company Operations Complex
Subject: RE: P1222-MP Company Operations Complex
From: "Towler CIV David W" <[e-mail]>
Date: Wed, 22 Oct 2008 09:16:35 -0400
To: "Janet Russell" <Janet.Russell @ncmai1.net>, "Jim Farrell" <[e-mail]>
Janet/Jim,
Sounds good, I'll be there.
V/r,
David W. Towler, ET
Marine Corps Base, Camp Lejeune
Civil Engineer
Public Works Division, Bldg 1005
Civil Design Branch
Phone: [phone] ext. 3284
-----Original Message -----
From: Janet Russell[mailto:[e-mail]]
Sent: Wednesday, October 22, 2008 9:13
To: Jim Farrell; Towler CIV David W
Subject: Re: P1222-MP Company Operations Complex
October 22, 2008
*P-1222 MP Operations Complex*
Jim / David
The Express Stormwater & Erosion Control Submittal meeting has been
scheduled with *Malcolm Boney & Rhonda Hall on October 2B, 2008 at 11:00
AM *here in the Wilmington Regional Office.
Please review the submittal requirements, attached. dote that plans should
be submitted folded to 9" by 14" to fit our file system.
*Please respond within 2 business days to reserve and confirm the meeting
date / time.
Thanks,
Janet Russell
Express Coordinator
Jim Farrell wrote:
Ms. Russell.,
I am available 10-24, 10--28 --- and any other day.
First available would be best, I have a conflict on 10-27
? Meeting would also be for erosion control?
jim
Janet Russell wrote:
Jim & David:
Please give me 3 or 4 dates /times in the next couple of weeks that
you're available to meet for the stormwater submittal.
of 2 10/22/2008 9:27 AM

Ite: P 122)-M P Company Operations Complex
Subject: Re: P1222-MP Company Operations Complex
From: Jim Farrell <[e-mail]>
Date: Wed, 22 Oct 2008 09:36:41 -0400
To: Janet Russell <[e-mail]>
CC: '1,owler GS05 David W <[e-mail]>
Janet/David,
Tuesday 10-28-08, 11am is good for me.
See you then
jim
Janet Russell wrote:
October 22, 2008
*P-1222 MP operations Complex*
Jim / David
The Express Stormwater & Erosion Control Submittal meeting has been scheduled with
*Malcolm Boney & Rhonda Hall on October 28, 2008 at 11:00 AM *here in the
Wilmington Regional Office. Please review the submittal requirements, attached.
Note that plans should be submitted _folded to 9" by 14"_ to fit our file system.
*Please respond within 2 business days to reserve and confirm the meeting date /
time.
Thanks,
Janet Russell
Express Coordinator
Jim Farrell wrote:
Ms. Russell,
I am available 10-24, 10-28 --- and any other day.
First available would be best, I have a conflict on 10-27
? Meeting would also be for erosion control?
jim
Janet Russell wrote:
Jim & David:
Please give me 3 or 4 dates /times in the next couple of weeks that you're
available to meet for the stormwater submittal.
Thanks,
Janet
James W. Farrell, PE
Project Manager
Hoggard-Sure Associates, PC
901 Port Centre Parkway, Suite 5
of 2 10/22/2008 9:43 AM

WET DETENTION POND ANALYSIS
FILE NAME:
S:IWQSISTORMWATERIEXCELSPREADSHEETSIPONDI081016.nov.WK1
PROJECT #: SW8
081016.nov
REVIEWER: Malcolm Boney
PROJECT NAME:
P-1222 MP Company Operations Complex
Original Run Date: 13-NOV-8
Note - User input boxes are shaded in blue.
Last Modified: 02-Dec-08
Pond 1 Pond 2 Pond 3
Pond 4 Pond 5 6
Receiving Stream:
New River / Cogdels Ck
_Pond
Classification:
SC; NSW
Index Number:
19-23
Onsite DA, sf=
301840.00
Offsite DA, sf =
0.00
0.00
0.00
0.00
0.00
0.00
Total Drainage Area, sf:
=301840.00
Total Drainage Area,ac
6.929292929
0
0
0
0
0
Built -Upon Area
Buildings/Lots, sf=
Streets/Parking, sf--
Sidewalk/Concrete, sf=
Other, sf=
Offsite, sf=
Total Built -upon Area:
Minimum Surface Area
% impervious 66.03% #DIVIO! #DIVIO! #DIV/O! #DIVIO! #DIV/O!
Avg. Design Depth. ft:
TSS (85% or 90%):
SAIDA ratio
Req. Min. Sur. Area
�i
i_
i 1.-ice
4.72% #DIV/O! I #DIV/O!
14253 1 #DIVI01 #DIV101
Temporary Storage Volume Calculations
Within 1/2 mile SR? Y or
N
Runoff Depth
1.5
3.7
3.7
Pre/ Rv
0.050
0.050
0.050
Post/ Rv
0.644
#DIV/O!
#DIV/O!
1 yr 24 hr Pre/ Volume, cl
4653
0
0
1 yr 24 hr Post/ Volume, c
59958
#DIVIO!
#DIV/O!
Min Req Stg Volume=
24307
#DIV101
#DIVIO!
Top of Sediment Elev. Fr
Top of Sediment Area, sf
Bottom of shelf Elev. Fm;
Bottom of shelf Area, sf:
Permanent Pool Elev=
Perm Pool Area=
Temp. Pool Elevation=
Temp.Pool Area=
Total Volume'Prov. _
Forebav Volume
Permanent Pool Vol.=
Req. Forebay Volume=
Prov. Forebay Volume=
Percent= (22>%>18)
Max. Pump HP (chart)
#DIV0
#DIVIO!
#DIV101
#DIV101
3.7
3.7
0.050
0.050
#DIV10!
#DIVIO!
0
0
#DIV/O!
#DIV/O!
#DIVI01
#DIVIO!
#DIV/0!
#DIV10!
3.7
0.050
#DIV/O!
0
#DIVIO!
#DIVI01
l 14.50
7010.00
lj
20.50
14273.00
21.00
16652
22.60
20984
30109 1 0 1 0 1 0 1 1 0 1 0
71580 0 0 0 0 0
14316 0 0 0 0 0
13222
18% #DIV10! #DIV/O! #DIV/O! #DIV/O! #DIV/O!

Min. Pond Vol. CF
Max. Pump HP
<30000
NIA
>30000
1 /8
>40000
1/6
>60000
1/4
>80000
1 /3
>125000
1/2
>175000
3/4
>250000
1
>450000
2
>675000
3
Drawdown OrificelWeir
Avg. Head, ft =
Average Flow Q2, cfs
Average Flow Q5, cfs
Q2 Area, sq. in. _
Q5 Area, sq. in, _
No. of Orifices
Orifice Diameter, in.=
Orifice Area, sq. in. _
Weir Height, inches=
Weir Length, inches=
Pond 1 Pond 2 Pond 4 Pond 5 Pond 6 Pond 7
0.51
0.00
0.00
0.00
0.00
0.00
0.141
#DIVIO!
#DIV/O!
#DIV/O!
#DIV/O!
#DIVIO!
0.056
#DIV/O!
#DIVIO!
#DIVIO!
#DIVIO!
#DIVIO!
5.917
#DIV/O!
#DIV/0!
#DIVIO!
#DIV/O!
#DIV/O!
2.367
#DIVIO!
#DIV/O!
#DIVIO!
#DIV/O!
#DIVIO!
-77
2.00
Weir C = #DIVIO!
#DIVIO!
#DIV/O!
#DIV/O!
#DIV/O!
#DIV/O!
Weir U, eff. length= -0.101
0.000
0.000
0.000
0.000
0.000
Avg. Orifice Flowrate, Q,, 0.075
0.000
0.000
0.000
0.000
0.000
Runoff Coefficient Cc 0.250
0.250
0.250
0.250
0.250,
0.250
1 yr 24 hr Intensity, I, in/hi 0.154
0.154
0.154
0.154
0.154
0.154
1 yr 24 hr Prel Peak Q, cf 0.267
0.000
0.000
0.000
0.000
0.000
Avg. Orifice flow<Peak Q' OK
N
N
N
N
N
Drawdown, days = 3.77
#DIV10!
#DIVIO!
#DIVIO!
#DIVl0!
#DIVl0!

NC DENR - DIVISON OF WATER QUALITY
.0312 WHITE OAK RIVER BASIN
Class
Name of Stream Description Class Date Index No.
Horse Swamp
From source to
Little
C;NSW
08/01/91
19-16-2-1
Northeast Creek
Rocky Run
From source to
Little
C;NSW
08/01/91
19-16-2-2
Northeast Creek
Poplar Creek
From source to
Little
C;NSW
06/01/91
19-16-2-3
Northeast Creek
Mott Creek
From Source to
Northeast
C;NSW
08/01/91
19-16-3
Creek
Northeast Creek
From N. C. Hwy.24
to
SC;HQW,NSW
08/01/91
19-16-(3.5)
downstream side
of mouth of
Scales Creek
Scales Creek
From source to
Northeast
SC;HQW,NSW
08/01/91
19-16-4
Creek
Northeast Creek
From the downstream
side of
SC;NSW
08/Ol/91
19-16-{4.5)
mouth of Scales
Creek to
New River
Southwest Creek
From source to
Mill Run
C;NSW
08/01/91
19-17-(0.5)
Catherine Lake Creek
From Catherine
Lake to
C;NSW
08/01/91
19-17-1
Southeast Creek
Catherine Lake
Entire Lake
B;NSW
08/01/91
19-17-1-1
Deep Run
From source to
Southwest
C;NSW
08/01/91
19-17-2
Creek
Harris Creek
From source to
Southwest
C;NSW
08/01/91
19-17-3
Creek
Haws Run
From source to
Southwest
C;NSW
08/01/91
19-17-4
Creek
Tank Creek
From source to
Southwest
C;NSW
08/01/91
19-17-5
Creek
Hicks Run (Hickory Run)
From source to
Southwest
C;NSW
08/01/91
19-17-6
Creek
Southwest Creek
From Mill Run to
New River
C,,HQW,NSW
08/01/91
19-17-(6.5)
Mill Run
From source to
Southwest
SC;NSW
08/01/91
19-17-7
Creek
Morgan Bay
Entire Bay
SC;NSW
08/01/91
19-18
Lewis Creek
From source to
New River
SC;HQW,NSW
08/01/91
19-19
Wallace Creek
From source to
New River
SB;NSW
08/01/91
19-20
Bearhead Creek
From source to
Wallace Creek
SB;NSW
08/01/91
19-20-1
Beaverdam Creek
From source to
Wallace Creek
SB;NSW
08/01/91
19-20-2
Town Creek
From source to
New River
SC;HQW,NSW
08/01/91
19-21
Farnell Bay
Entire Bay
SC;NSW
08/01/91
19-22
Cogdels Creek (Coglin Creek)
From source to
New River
SC;NSW
08/01/91
19-23
Frenchs Creek
From source to'
New River
SC;NSW
OB/01/91
19-24
Jumping Run
From source to
Frenchs Creek
SC;NSW
08/01/91
19-24-1
Cowhead Creek
From source to
Frenchs Creek
SC;NSW
08/01/91
19-24-2
Duck Creek
From source to
New River
SC;NSW _
08/01/91
19-25
Whitehurst Creek
From source to
New River
SC;HQW,NSW
08/01/91
19-26
2B .0300
Page 2 of 16 2008-10-25 06:20:23

15,)'-' r-A2Afc� ,Q
2.5 Wet Detention Pond Sizing Calculations
Pond
Drainage Area(➢.A.)= 6.93 Acres
Impervious Area = 4.58 Acres
8 Impervious, III = 66.0 8
Use a 5 foot deep pond, with 90% TSS
Therefore, SA/DA= 4.72 (From Table 3.3-3)
MINIMUM REQUIRED SURFACE AREA AT PERMANENT POOL {PP):
= SA/DA x Drainage Area= 14247 SP
MINIMUM REQUIRED VOLUME
Ry = .05 + . 009 (I) = 0.64
VOLUME = (1.5"/12") X R X D.A. X 43560
24307.3 CUBIC FEET
SURFACE AREA IS -A-) PROVIDED AT PP
16652 SF(>Required S.A.)@ Elev. = 21,00 ft
SET ELEVATION OF TEMPORARY POOL (TPI:
REQ. VOL./S.A. PROVIDED @ PP = 1.46 FEET
THEREFORE. USE 1.60 FEET
TP ELEV. - 22,600 FEET
SURFACE AREA AT TEMPORARY POOL ELEVATION:
= L x W
20984 SQUARE FEET
VOLUME PROVIDED = (S.A. PROVIDED(PP) + S.A. @ TP ELEV.)/2 x (TP ELEV. - PP ELEV)
31033 CUBIC FEET (> REQUIRED VOL., OKAY)
FOREBAY VOLUME:
BOTTOM OF POND ELEVATION AND SURFACE AREA:
PERMANENT POOL VOLUME = 70599 CUBIC FEET
FOREBAY VOLUME REQUIRED- .2(VOL. OF PP)= 14120 CUBIC FEET
FOREBAY VOLUME PROVIDED- 13222 CUBIC FEET
18.7%
ORIFICE SIZING:
QZ = REQ. VOL./172800 = 0.180 CFS (FLOWRATE REQUIRED FOR A 2 DAY DRAWDOWN
QS = REQ. VOL./259200 = 0.120 CFS (FLOWRATE REQUIRED FOR A 3 DAY DRAWDOWN
Q5 = REQ. VOL./432000 - 0.072 CFS (FLOWRATE REQUIRED FOR A 5 DAY DRAWDOWN
CHOOSE A CIRCULAR ORIFICE, AVERAGE HEAD
2 " 0.17 ORIFICE W/ DRIVING HEAD 0.533 FEET
AREA - 3.14RZ
AREA = 0.0218 SF O-Co(A2gh)1/2
Q= 0.077 CFS (.11</-.07</-.28)
USE ONE (1) - ONE INCH (2") DIAMETER PVC
Q sec min hr day
0.077 404535 6742 112 4.68

r5i-x/7- 1//q i�--,4/L
r �M
_5_1 h1 FP,e1ze5_;c d e",
2.6
WET DETENTION POND VOLUME
File:
2988.00.08
Project:
P-1222 MP Company
Location:
Camp Lejeune, NC
Design:
HFA
Date:
1-Sep
ELEVATION
AREA VOLUME SUM VOL
14.5
7010
0
BOTTOM
1.5
11735
16
8636
11735
1
9213
17
9789
20947
1
10394
18
10999
31341
1
11633
19
12266
42974
1
12926
20
13590
55902
0.5
6966
20.5
14273
62867
BOTTOM SHELF
0.5
7731
21
16652
70599
PERM POOL
0.5
8960
21.5
19188
79559
TOP SHELF
0.5
9792
22
19979
89350
0.4
8120
22.4
20623
97471
0.2
4161
22.6
20984
101631
TREATMENT VOL
1.4
.30989
24
23286
132620