SW8050830_HISTORICAL FILE_20110602

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 OS v 3 D
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
(� HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Zo) I 6)(11 DZ
YYYYMMDD

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NCDENR
North Carolina Department of Environment and Natural
Division of Water Quality
Beverly Eaves Perdue Coleen H, Sullins
Governor Director
June 2, 2011
Commanding Officer c/o Carl Baker, Deputy Public Works Officer
MCB Camp Lejeune
Bldg 1005 Michael Road -
Camp Lejeune, NC 28547
Resources
Subject: Stormwater Permit No. SW8 050830
EOD Facility
High Density Commercial Bio-Retention and Infiltration Project
Onslow County
Dear Mr. Baker:'
Dee Freeman
Secretary
The Wilmington Regional Office received a complete modified Stormwater Management
Permit Application for the EOD Facility on May 26, 2011. 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, Session Law 2006-246 and
Title 15A NCAC 2H.1000, as applicable. We are forwarding Permit No, SW8 050830
dated June 2, 2011,.for the construction, operation and maintenance of the BMP's and
built -upon area associated with the subject project.
The modifications to this EOD Facility stormwater permit are as follows:
• Combine SW8 050830 (previously permitted for two bio-retention cells) and SW8
080508 (previously permitted an additional three bio-retention cells) into one
permit. Both -permits covered different areas of the same site. SW8 080508 will
be rescinded upon the approval of this modification.
• Both bio-retention cells permitted under SW8 050830 (BMP# B1 and B2) are not
changing.
• Of the three bio-retention cells permitted under SW8 080508, one will remain
unchanged (BMP# B3), one will be enlarged and converted to an infiltration basin
(BMP# 200), and one is no longer needed and thus will not be incorporated into
this permit.
• Three additional infiltration basins (BMP# 220, 400, and 420) are proposed to
treat the runoff from the improvements permitted with this modification.
This permit shall be effective from the date of issuance until May 4, 2016, and shalt 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.
Wilmington Regional0lfim
127 Cardinal Drive Exlension, Wilmington, North Caiolica 2N05 O11D �^
Phone: 910-79G'2151FAX: [phone]i 141ConmierSewice: 1-$77.62.3- 46 N01 t.l1�aIC?f a n;:I

State Stormwater Management Systems
Permit No. SW8 050830
If any parts, requirements, or limitations contained in this permit are unacceptable, you
have the right to request an adjudicatory hearing by filing a petition with the Office of
Administrative Hearings (OAH). The 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.. A petition is considered filed when it is received in the Office of
Administrative Hearings during normal office hours. The OAH accepts filings Monday
through Friday between the hours of 8:00 a.m. and 5:00 p.m., except for official state
holidays. The petition may be filed by facsimile (fax) or electronic mail by an attached
file (with restrictions) - provided the signed original, one (1) copy and a filing fee (if a
filing fee is required by NCGS §15013-23.2) is received in the OAH within seven (7)
business days following the faxed or electronic transmission. Unless such demands are
made this permit shall be final and binding. You should contact the OAH with all
questions regarding the filing fee and/or the details of the filing process. The mailing
address, telephone and fax numbers for the Office of Administrative Hearings are: 6714
Mail Service Center; Raleigh, NC 27699-6714. Telephone [phone]$, FAX 919-
733-3378.'
If you have any questions, or need additional information concerning this matter, please
-contact Christine Nelson, at [phone].
Sin erely,
For Colee Sullins, Director
Division of Water Quality
GDS/ can: S:1WQS1Stormwater\Permits & Projects120051050.830 HD\2011 06 permit 050830
cc: Deb Brewster, NAVFAC
Wilmington Regional Office Stormwater File
Donn 0 ^f If)

State Stormwater Management Systems
Permit No. SW8 050830
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 applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
US Marine Corps Base Camp Lejeune
EOD Facility
McHugh Blvd, Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of three (3) bioretention basins and four (4)
infiltration basins in compliance with the provisions of Session Law 2008-211, Session
Law 2006-246, and 15A NCAC 2H .1000, as applicable (hereafter jointly and severally
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 May 4, 2016, 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 permit combines SW8 080508 with SW8 050830 and thus as part of this
permit modification, SW8 080508 will be rescinded. Of the three bio-retention
cells permitted under SW8 080508, one will remain unchanged (BMP# 133), one
will be enlarged and converted to an infiltration basin (BMP# 200), and one is no
longer needed and thus is not incorporated into this permit. The applicable plans
and specifications previously approved for SW8 080508 are hereby incorporated
by reference and are enforceable parts of this permit, SW8 050830.
3. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.8 and 1.9 of this permit. The stormwater controls,
designated as B1, B2, B3, 200, 220, 400, and 420 have been designed to handle
the runoff from 45,325, 33,451, 5,828, 132,560, 38,689, 154,411, and 25,075
square feet of impervious area, respectively.
Page 3 of 10

State Stormwater Management Systems
Permit No. SW8 050830
4. The infiltration basins 200, 220, 400, and 420 can store at least 2.5 times the
minimum design storm, therefore neither a level spreader/vegetated filter strip
nor an offline bypass are required.
5. The tract will be limited to the amount of built -upon area as indicated in Section
1.8 and 1.9 of this permit, and per the application documents and the approved
plans. The built -upon area for the designated future development within the
drainage areas of infiltration basins 200, 220, 400, and 420 is limited to 21,126,
19,420, 109,876, and 14,142 square feet, respectively. No future built -upon area
has been designated within the drainage areas of bio-retention cells B1, B2, and
B3.
6. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
7. The project shall provide a 30 or 50' wide vegetated buffer adjacent surface
waters per Session Law 2006-246 and Session Law 2008-211. Under Session
Law 2008-211, the buffer is measured horizontally from and perpendicular to the
normal pool of impounded structures, the top of bank of both sides of streams
and rivers, and the mean high water line of tidal waters.
8. The following design criteria have been met and provided in the bioretention
basin and must be maintained at design condition at all times:
131 *
B2 *
B3 **
a. Drainage Area, acres:
Onsite, ftz:
Offske, ftz:
1.55
67,692
0
1.21
52,882
0
0.92
39,988
0
b. Total Impervious Surfaces, ft :
Onsite, ftz:
Offsite, ftz:
45,325
45,325
0
33,451
33,451
0
5,828
5,828
0
c. Design Storm, inches:
1.0
1.0
1.5
d. Max. Ponded Depth, ft..
0.985
0.984
1.0
e. Seasonal High Water Table, FMSL:
22.7
22.7
22.1
f. Media Depth, ft:
2.5
2.5
2.0
g. Bottom Elevation, FMSL:
29.035
29.364
27.5
h. Bottom Surface Area, ft':
3,700
2,735
1,098
i. Permitted Storage Volume,ft :
4,158
3,142
906
j. Temporary Storage Elevation, FMSL:
30.02
30.348
28.5
k. Time to Draw Down, hours:
Unknown
Unknown
12.0
I. Type of Cell:
Tree/Shrub
Tree/Shrub
i Grass
m. Is an Underdrainprovided?
No
No
No
n. Total Number of Plants Provided:
85
63
n/a
o. Receiving Stream/River Basin:
Co del Creek / White Oak
Stream Index Number:
19-23
q. Classification of Water Body:
Sc, NSW
* Approved under the 199 Rules
** Approved under Session Law 2006-246
Page 4 of 10

State Stormwater Management Systems
Permit No. SW8 050830
9. The following design criteria have been permitted for the infiltration basins and
must be provided and maintained at design condition:
Basin 200 *
Basin 220 *
Basin 400 *
Basin 420
a. Drainage Area, acres:
Onsite, ft2:
Offsite, ft2.
3.77
164,244
0
0.91
39,568
0
3.55
154,411
0
0.58
25,075
0
b. Total Impervious Surfaces, ft :
Onsite, ft2:
Offsite, ft2:
132,560
132,560
0
38,689
38,689
0
154,411
154,411
0
25,075
25,075
0
c. Desi n Storm, inches:
3.75 **
3.75 **
3.75 `*
3.75 ;*
d. Basin Depth, ft:
3.28
4.10
4.10
4.10
e. Bottom Elevation, FMSL:
25.43
26.25
26.25
26.25
f. Bottom Surface Area, ft :
9,458
1,141
15,903
968
g. Storage/Bypass Weir Elevation, FMSL:
28.71
30.35
30.35
30.35
h. Storage/Bypass Weir Surface Area, ft :
15,032
6,564
31,624
4,734
i. Permitted Storage Volume,ft :
39,884
11,590
94,922
11,148
j. Type of Soil.
SM
SM
SM
SM
k. Expected infiltration Rate, inlhr:
3.0
3.0
3.0
3.0
I. Seasonal High Water Table, FMSL:
22.0
23.5
23.5
23.5
m. Time to Draw Down, days:
0.7
1.69
0.99
1.92
n. Receiving Stream/River Basin:
Co del Creek 1 White Oak
o. Stream Index Number:
19-23
Classification of Water Body:
Sc, NSW
* Approved under Session Law 2008-211
** Basins are designed to store 2.5 times the required 1.5 design storm in order to waive the level
spreader, vegetated filter strip, and offline bypass requirements.
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 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.
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.
Page 5 of 10

State Stormwater Management Systems
Permit No. SW8 050830
5. The permittee shall submit to the Division of Water Quality an annual summary
report of the maintenance and inspection records for bio-retention cell B3,
approved under Session Law 2006-246. The report shall summarize the
inspection dates, results of the inspections, and the maintenance work performed
at each inspection.
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
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 BMP is used as an Erosion Control device during
construction, more frequent maintenance will be required during construction to
maintain functionality. Once the drainage area is stabilized and prior to
occupancy of the facility, the BMP must be fully restored to design condition.
9. Access to the stormwater facilities shall be maintained via appropriate recorded
easements at all times.
10. All stormwater collection and treatment systems must be located in public rights -
of -way, dedicated common areas or recorded easements. The final plats for the
project will be recorded showing all such required rights -of -way, common areas
and easements, in accordance with the approved plans.
11. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. 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
Ma'or permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
12. Prior to construction, the permittee shall submit final site layout and grading plans
for any future development areas with BUA allocations, as designated on the
approved plans.
13. A copy of this permit, the permit application documents, the approved plans and
specifications shall be maintained on file by the Permittee for the life of the
permit.
Page 6 of 10

State Stormwater Management Systems
Permit No. SW8 050830
14. 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
1. 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.
2. This permit is not transferable to any person or entity except after notice to and
approval by the Director. At least 30 days prior to a change of ownership, or a
name change of the permittee or of the project, or a mailing address change, the
permittee must submit a completed and signed Name/Ownership Change form to
the Division of Water Quality, accompanied by the appropriate documentation as
listed on the form. The approval of this request will be considered on its merits
and may or may not be approved.
3. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves a permit transfer request. Neither the sale of the
project in whole or in part nor the conveyance of common area to a third party
shall be considered an approved permit transfer request.
4. 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.
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. 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.
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.
Page 7 of 10

State Stormwater Management Systems
Permit No. SW8 050830
11. At least 180 days prior to the expiration date of this permit, the permittee shall
submit a permit renewal request to the Division of Water Quality along with the
required application feet.
Permit modified and reissued this the 2"d day of June, 2011.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for ColeeY H. Sullirft, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 8 of 10

State Stormwater Management Systems
Permit No. SW8 050830
EOD Facility
Stormwater Permit No. SW8 050830
Onslow County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project !Name)
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 9 of 10

State Stormwater Management Systems
Permit No. SW8 050830
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/bypass structure is located per the approved plans.
7. A trash rack is provided on the outlet/bypass structure.
.8. All slopes are grassed with permanent vegetation, per the vegetation plan.
.9. Vegetated slopes are no steeper than 3:1.
.10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
_11. The permitted amounts of surface area and/or volume have been
provided.
_12. Required drawdown devices are correctly sized and located per the
approved plans.
.13. All required design depths are provided.
14. All required parts of the system are provided, such as plantings, a forebay,
filter media and a vegetated filter.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Page 10 of 10

Permit Number SW8050830
Program Category
State SW
Permit Type
State Stormwater
Primary Reviewer
christine.nelson
Coastal SW Rule
Coastal Stormwater - 2008
Permitted Flow
Central Files: AP5 SWP
06/02/11
,.� Permit Tracking Slip
/ Status Project Type
Active Major modification
Version Permit Classification
1.10 Individual
Permit Contact Affiliation
Facility
Facility Name
Major/Minor Region
EOD Operations Facility P1246
Minor Wilmington
Location Address
County
f McHugh Blvd
Onslow
Camp Lejeune NC 28542
Facility Contact Affiliation
Owner
Owner Name
Owner Type
Commanding Officer US Marine Corps - Camp Lejeune
Government - Federal
Owner Affiliation
Carl H. Baker
P S C 20004
Camp Lejeune NC
285420004
DateslEvents
Scheduled
Orig Issue App Received Draft Initiated Issuance
Public Notice Issue Effective
Expiration
05/04/06 05/06/11
06/02/11 06/02/11
05/04/16
Regulated Activities
Requested/Received Events
_
State Stormwater - HD - Bioretention
Deed restriction requested
State Stormwater - HD - Infiltration
Oeed restriction received
Additional information requested
05/17/11
Additional information received
05/26/11
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin

MEMORY TRANSMISSION REPORT
TIME
:06-02-11 15:00
FAX NO.1
:910-350-2018
NAME
:DENR Wilmington
FILE NO. 541
DATE 06.02 14:58
TO 9 917573228280
DOCUMENT PAGES _11
START TIME 06.02 14:59
END TIME 06.02 15:00
PAGES SENT 11
STATUS OK
* SUCCESSFUL TX NOTICE ***
State or r4m tla Carolina
Depalrtmcnt or ltavlrpnment and Natural Reaooalrces
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127 CarAinel 77ri— Wl F.A.. an. NC 2840S - (010> 796-7215 - An A Hon @mploynr

MEMORY TRANSMISSION REPORT
FILE NO.
DATE
TO
DOCUMENT PAGES
START TIME
END TIME
PAGES SENT
STATUS
542
06.02 14:59
R 919104512927
r 11- —3
06.02 15:01
06.02 15:03
11
OK
` —
*** - SUCCESSFUL TX NOTICE
TIME
FAX NO.1
NAME
06-02-'11 15:03
910-350-2018
DENR Wilmington
S (a(a o1,"0 rt11 C:a2-olinn '
1?epartment of tnvironlnent and NRtu Kal Resourcca
Vlrilmin�icxn iLcgion al Officc
Rpvarly �'�vos l7�rdx. e. C`.ovrraxnr D�a P'reexn an. Secretory
FAX 4--0` nF-M SHFET
No. Of Pages- (azcludlaQ
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11

MNAfFiAC
Naval Facilities Enylineering Command
NAVCAC tAID-AILAN11C
NIARINF, CORI'S NO R'ru CART}LINA HIT
CIVIL BRANCH: Co1DI? QI'QC12
9742 MARYLAND AVENUE.
NORFOLK. VIRGINIA 23SI I
FAX: [phone]
TO Ms. Christine Nelson
NCDENR
127 Cardinal Drive Ext
Wilmington, NC 28405
❑ Shop drawings
❑ Copy of letter
❑ Prints
❑ Change order
LETTER OF TRANSMITTAL
DATE
May 25, 2011
J090RpEA NUMRER
5B2720
ATTENTION
Ms. Christine Nelson
PER
EOD Addition, P1246 SWB 050830 Mod
SWP Application and Materials
WE ARE SENDING YOU ® Attached ❑ Under separate
cover via the following items:
® Plans ❑ Samples ❑ Specifications
® SWP Application
COPIES
DATE
NO.
DESCRIPTION
1
5/2011
APPLICATION TABLE (B1,B2,& BMP 200 IMPERVIOUS AREA
CORRECTION
1
5/2011
INFILTRATION BASIN SUPPLEMENT 400 & 420
2
5/2011
REVISED DRAINAGE AREA PLANS C-405 & C-406
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted
❑For your use ❑Approved as noted
❑ As requested ❑ Returned for corrections
® For review and comment ❑
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ FOR BIDS DUE 20 ❑ PRINT RETURNED AFTER LOAN TO US
REMARKS:
COPY TO
SIGNED: Nicholas Young, EIT_
PHONE NUMBER: 757-322-4640
RECE VED
MAY 2 6 �011
BY:

NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
May 17, 2011
Division of Water Quality
Coleen H. Sullins
Director
Commanding Officer c/o Carl Baker, Deputy Public Works Officer
US MCB Camp Lejeune
Bldg 1005 Michael Road
Camp Lejeune, NC 28547
Subject: Request for Additional Information
Stormwater Project No. SW8 050830
EOD Operations Facility, P-1246
Onslow County
Dear Mr. Baker:
Dee Freeman
Secretary
The Wilmington Regional Office received an Express Stormwater Management Permit
Application for the EOD Operations Facility, P-1246 on May 6, 2011. A preliminary
review of that information has determined that the application is not complete. The
following information is needed to continue the stormwater review:
�. Please confirm the drainage area (DA) for bio-retention cells 61 and B2. It
appears that the drainage areas for B1 and B2 have increased above the
previously permitted drainage areas:
DA B 1
DA B2
As Permitted 5/4/2006
67,692 sf
52,882 sf
As Submitted 5/6/2011
73,323 sf
62,135 sf
If the drainage area has increased beyond what was originally permitted,
updated supplements, O&M agreements, and calculations must be submitted.
The increase in drainage area must also be considered under the latest set of
rules, Session Law 2008-211. However, if this area was included and permitted
as a part of a drainage area permitted under SW8 080508, this area would be
subject to Session Law 2006-246.
/2. In the table attached to the application describing the various drainage areas,
please check the total impervious area for BMP 200. The total impervious area
/ listed appears to be inconsistent With the sum of the impervious areas.
'�. Please ensure the information is presented consistently on the infiltration basin
supplement for BMP 400 and 420. For instance, it appears that the storage
volume provided corresponds with a top elevation of 30.35 fmsl instead of with
the storage elevation of 28.71 fmsl. It is understood that this site is in a low spot,
however the storage elevation and corresponding storage volume listed on the
supplement should be at the next available outlet. If there is no next available
outlet, then the top elevation should be used.
4. The express additional information fee has been waived for this request for
additional information.
Wilmington Regional Of%e
127 Cardinal Drive Extension Wilmbgton, t or:h Carolina 28405 QnE
Phone: [phone] FAX: [phone]C," `11J ussVITIVI �le'�VII.L. I-UI fCM-G748 N ortn Car (D1i112
U�l
Intemet: www.ncwaterqualily.org

Carl Baker
May 17, 2011
Stormwater Application No. SW8 050830
5. Please keep in mind that changing one number may change other numbers and
require the calculations, supplements, and other supporting documentation to be
updated. 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 May 25,
2011, 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 email or fax your request
for a time extension to the Division at the address and fax number at the bottom of this
letter. Please note that a second significant request for additional information may result
in the return of the project. If the project is returned, you will need to reschedule the
project through.the Express coordinator for the next available review date, and resubmit
all of the required items, including the application fee.
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 label all packages and cover letters as "Express" and reference the project
name and State assigned project number on all correspondence. If you have any
questions concerning this matter piease feel free to call me at [phone] or email
me at [e-mail].
Sincerely,
Cf .. '_ 1
ellt�
Christine Nelson
Environmental Engineer
GDSlcan: & WQSIStormWater\Permits & Projects12005\050830 HD12011 05 addinfo 050830
cc: Deborah Brewster, NAVFAC
Nicholas Young, NAVFAC (e-mail only)
Wilmington Regional Office
Page 2 of 2

1`
Nelson, Christine
From: Nelson, Christine
Sent: Tuesday, May 17, 2011 11:03 AM
To: Brewster, Deborah CIV NAVFAC MIDLANT, IPTNC; 'Young, Nicholas R CIV NAVFAC
MIDLANT, IPTNC'
Cc: Towler CIV David W; Thomas Bradshaw (Thomas. [e-mail]); Russell, Janet
Subject: addinfo for the BOD modification (SW8 050830)
Attachments: 2011 05 addinfo 050830.pdf
I've attached a pdf of the request for additional information for the modification to the EOD Operating Facility
stormwater permit (SW8 050830).`Copies will also be sent in the mail.
Please let me know if you have any questions!
Thanks,
Christine
Christine Nelson
Environmental Engineer
NC DWQ - Stormwater Program
Wilmington Regional Office
910-796-7323
E-mad correspondence to andfront this address may be subject to the North
Carolina Public Records Law and nta), be disclosesto third parties.

J.AneT
STATE OF NORTH CAROLINA
Department of Environmental and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
FHA ACCESS RECORD
SECTION �u —� 's � �0 Or-)W Q z—+
TME/DATE � Q
NA Ivy O 'i S
REPRESENTING`����
Guidelines for Access: The staff of Wilmington Regional Office is dedicated to making public records in
our custody readily available to the public for review and copying. We also have the responsibility to the
public to safeguard these records and to carry out our day-to-day program obligations. Please read
carefully the following guidelines signing the form:
1. Due to the large public demand for file access, we request that you call at least a day in
advance to schedule an appointment to review the files. Apoointments. will be scheduled
between 9:00am and 3:001)m. Viewing time ends at 4:45pm. An oue arrivin without a❑
appointment may view the files to the extent that tinge and staff supervision is available,
2. You must specify files you want to review by facility came. The number of files that you
may review at ohe dme-will be limited to five.
3. You may make copies of a file when the copier is not in use by the staff and if time pem its.
Cost per copy is 2.5 cents for ALL copies if you make more than 25 copies. There is no
charge for 25 or less copies. Pa [nent ma be made by check money order, or cash at the
retie tion desk Copies can also be invoiced for Your convenience,
4. F LES MUST BE KEPT IN ORDER YOU FOUND MEM. Files may not be taken from
the office, To remove, alter, deface, mutilate, or destroy material in one of these files is a
misdemeanor for which you can be fined up to $500.00. No briefcases, large totes, etc, are
permitted in. the file review area. -
5, In accordance with General Statue 25-3-512, a $25,00 processing fee will be charged and
collected for checks on which payment has been refused.
FACILITYNANE p Q COUNTY;
1 G gj t�,1h a ��1 1`+ '15 Ib fn�
2. c E � � 1) C If
3.LkNi
4.
5.
44
Partac�h
e of FirTr Business Date Time Time Out
neA�p
COPIES MADEM INVOICE

A
IV
Nelson, Christine
From: Young, Nicholas R CIV NAVFAC MIDLANT, IPTNC [nicholas. r. young 1 @navy. m if]
Sent: Thursday, May 19, 2011 3:41 PM
To: Nelson, Christine
Subject: RE: addinfo for the EOD modification (SW8 050830)
Thank You!
-----Original Message -----
From: Nelson, Christine fmailto:[e-mail]
Sent: Thursday, May 19, 2011 15:30
To: Young, Nicholas R CIV NAVFAC MIDLANT, IPTNC; Brewster, Deborah CIV NAVFAC MIDLANT,CI TDC
Cc: Russell, Janet
Subject: RE: addinfo for the EOD modification (SW8 050830)
Nick,
A new due date of the 27th would be fine with me.
Thanks!
Christine
E-mail correspondence to and from this address may be subject to the North Carolina
Public Records Law and may be disclosed to third parties.
-----Original Message -----
From: Young, Nicholas R CIV NAVFAC MIDLANT, IPTNC fmailto:nicholas.r.youn 1(@navy.mill
Sent: Thursday, May 19, 2011 3:28 PM
To: Nelson, Christine; Brewster, Deborah CIV NAVFAC MIDLANT,CI TDC
Cc: Russell, Janet
Subject: RE: addinfo for the EOD modification (SW8 050830)
Christine,
We would like to request a time extension to get the additional information to you prior to
May 25, 2011. The date that we had in mind is May 27, 2011. Is this acceptable? Please let
me know. Thank You
V/r,
Nicholas R. Young, EIT
Civil Engineer
NAVFAC MIDLANT, North Carolina IPT
6506 Hampton Blvd
LRC - Bldg C
Norfolk, VA 23508
Phone: [phone]
Email: nicholas.r.youngl(@navy_mil
-----Original Message -----
From: Nelson, Christine fmailto:christine.nelson(@ncdenr.eovj
Sent: Tuesday, May 17, 2011 11:03
To: Brewster, Deborah CIV NAVFAC MIDLANT, IPTNC; Young, Nicholas R CIV NAVFAC MIDLANT, IPTNC
Cc: Towler CIV David W; Thomas Bradshaw (Thomas.bradshaw(@usmc.mil); Russell, Janet
Subject: addinfo for the EOD modification (SW8 050830)
1

I've attached a pdf of the request for additional information for the modification to the EOD
operating Facility stormwater permit (SW8 050830). Copies will also be sent in the mail.
Please let me know if you have any questions!
Thanks,
Christine
Christine Nelson
Environmental Engineer
NC DWQ - Stormwater Program
Wilmington Regional Office
910-796-7323
E-mail correspondence to and from this address may be subject to the North
Carolina Public Records Law and may be disclosed to third parties.
i
2

■■
NAFFAC
Naval Fadlitias Engineering Command
NAVFAC MID -ATLANTIC
MARINE CORPS NORTH CAROLINA I111'
CIVIL BRANCH: CODE OPQC12
9742 MARYLAND AVENUE
NORFOLK, VIR(ANIA 23511
FAX: [phone]
TO Ms. Janet Russell
NCDENR
127 Cardinal Drive Ext
LETTER OF TRANSMITTAL
DATE
May 4, 2011
JOB ORDER NUMBER
562720
ATTENTION
Ms. Janet Russell
REP:
EOD Addition, P1246 SW8 050830 Mod
SW P Application and Materials
WE ARE SENDING YOU ®Attached ❑ Under separate
cover via the following items:
Wilmington, NC 28405
❑ Shop drawings ❑ Prints ® Plans ❑ Samples
❑ Copy of letter ❑ Change order ® SW P Application
❑ Specifications
COPIES
DATE
NO,
DESCRIPTION
2
4/2011
SW P Application, Check No. 8522-17639109 $4000 ,Suppl Forms and O&M
Agreements
1
1 4/2011
Supporting Materials (Drainage Report, Soils Report, Maps, Calc's, etc.
1
4/2011 1
Letter- Request to Rescind Permit SW8 080508
2
4/2011
Construction Plans
1
4/2011
Waiver Request
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑For your use ❑Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
® For review and comment ❑
❑ FOR BIDS DUE 20 ❑ PRINT RETURNED AFTER LOAN TO US
REMARKS: RECEWED
MAY 062011
BY, DW 1•c�
COPY TO
SIGNED: Deborah L. Brewster, PE
PHONE NUMBER: 757-322-4629

-- �-- --w ' ___�..�-- -----__--_ __�_.__�...__-.-.-- ._mow_ __--_ -- -�- ----------
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I
DIVISION OF WATER QUALITY
INFILTRATION SYSTEM INVESTIGATION
Corhplete and email this form to [e-mail]. If there are more than 7 areas to be tested,
attach a second sheet.
r
State Soil Scientist Confirmation Visit dateltime:
Project Name. EOD Addition, P1246 ' County: ONSLOW
Street Address: McHugh Blvd, 1000-ft west of Sneads Ferry (northside)
Directions from the nearest intersection of two major roads: See above
>1 acre being disturbed? ®YES []NO CAMA Major required? []YES ®NO
Consultant Name: Deb Brewster, PE Phone: [phone]
Consultant Firm Name: NAVFAC
Bore Number
1.
2,•
3
4
5
°6`:',
7
a Existin Ground Elevation
9.3m
9.3m
9.3m
9m
b Proposed Bottom Elevation
8.0m
8.0m
8.0m
8.2m
c Difference a minus b
1.3m
1.3m
1.3m
.8m
d Add 2 ft. Min. Bore Depth)
2.Om
2.Om
2.Om
1.4m
e Hardpan Depth?
n/a
n/a
n/a
n/a
f Approx. Elev. Of SHWT
6-7m
6-7m
6-7m
6-7m
Max. lowest bottom elev.
8m
8m
8m
8.2m
h Infiltration Rate OK?
i Confirmation of SHWT
For projects requiring more ban 5 hand borings, manpower or equipment to
conduct the excavation must be provided by the consultant.
*State Soil Scientist Use ONLY
Comments I r,
Required Attachments:
1. Legible vicinity map. (SEE BELOW)
2. Complete Soils Report.
3. PDF formatted site plan with the boring locations to be tested. Site plans should
be emailed or hand -delivered only. Illegible faxed maps will not be accepted.
All proposed infiltration areas and existing, active utility lines located rirthin the proposed
basin/trench must be marked and flagged. If these areas are not flagged, the Soils Scientist
reserves the right to decline to do the investigation. if the proposed infiltration system will be
located in an area of existing pavement and there is no open area nearby, equipment capable of
breaking through the impervious layer must be provided. The soils investigation does not take
the place of a soils report prepared by an appropriate professional. The Soils Scientist will only
verify the soil conditions that are reported in the Soils Report, and make a determination as to
the suitability of the site to meet the infiltration design requirements under NCAC 21-i.1000, and
assumes no liability should the system fail.
S:1WQSISTORMWATERIFORMSIinfiltration site visit

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0 � � e.J3 O For pENR Use ONLY 5
0 �
Reviewer. CJJ b E J LA
North Carolina Department of Environment and ANA
_Natural Resources Time: ` Submit' �1� � •
0,0
NC®ENR Request for Express Permit Review
Confirm: + a_
FILL-IN all the information below and CHECK the Permits) 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 nroiect location. Please include this form in the application nackaae.
• Asheville Region -Alison Davidson 828-296-4698;alison.davidson ncdenr.gov
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee()a.ncdenr.gov
• Mooresville & -Patrick Grogan 704-663-3772 or patrick.groganfincdenngov
• Washington Region -Lyn Hardison 252-946-9215 or lyn.hardison0mcdenr.gov
• Wilmington Region -Janet Russell 910-350-2004 or ianet.russelamcdenrmov
NOTE, Project application received after 12 noon will be stamped in the following work day.
Enter Related SW
Permits of request
SW 8050830
SW
SW
SW
SW
N r % t
11 or l
S�J SEC
S e&, G`r
Project Name: EOD ADDITION, P1246 County: ONSLOW Or
Applicant: USMC Company; CAMP LEJEUNE "
Address: 1005 MICHAEL RD City: CAMP LEJEUNE, State: NC Zip; 28542-_
Phone: [phone], Fax: [phone]. Email: [e-mail]
Physical Location:MCHUGH BLVD (NORTH SIDEWUST EAST OF GONZALEZ BLVD
Project Drains into SC waters — Water classification NSW (for classification see-http:i/h2o.en(,state. nc.uslbimsire portsireportsWB.html)
Project Located in WHITE OAK River Basin. Is project draining to class ORW waters? N , within % mile and draining to class SA waters N or within 1 mile
and draining to class HOW waters? N
Engineer/Consultant: DEBORAH L. BREWSTER PE Company: NAVFAC
Address: 6506 HAMPTON BLVD City: NORFOLK. State: VA Zip: 23508-1278
Phone: [phone], Fax: [phone], Email: [e-mail]
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ® DWQ, ❑ DCM, ❑ DLR, ® OTHER: FINAL_ SUBMITTAL
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ In term iltentlPerennial Determination: _ # of stream calls — Please allach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & Bt Rmp, ❑ Clear & Grub, . ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter — # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)j
ElHigh Density -Detention Pond _ # Treatment Systems ® High Density -Infiltration 4 #Treatment Systems
® High Density -Bio-Retention 3 # Treatment Systems ❑ High Density —SW Wetlands _ # Treatment Systems
ElHigh Density -Other _ # Treatment Systems / ® MOD:® Major ElMinor ❑ Plan Revision ❑ Redev. Exclusion SW 8050830 (Provide permit#)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
f ® Land Quality ® Erosion and Sedimentation Control Plan with 12 acres to be disturbed.(CK #. (for DENR use))
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request
Wetlands on Site ❑ Yes ® No
Wetlands Delineation has been completed: ® Yes ❑ No
US ACOE Approval of Delineation completed: ® Yes ❑ No
Received from US ACOE ® Yes ❑ No
Buffer impacts: ® No ❑ YES: _acre(s)
Isolated wetland on Property ❑ Yes ® No
404 Application in Process wl US ACOE: ❑ Yes ® No Permit
For Dl'NR use only
Fee Split for multiplepermits: Check # Total Fee Amount $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Maj; ❑ Min)
$
SW ((3 HD, ❑ LD, ❑ Gen)
$
401:
$
LOS
$
Stream Deter,_
$
76�
NCOENR EXPRESS March 2009

Electronic Government Solutions - E Services
Page 2 of 2
Si (e+�zejrf.�0,
578,532
httpJ/egs.brunsco.net:8080/EGSV3BWKIRPPrc]Srch.do?prclno=2290006403&mapdetai.... -10/15/2009

600Z/St/0I jTi?' jam id/saiiieuai/ZcUjoTmsuruq/a1Tsgam/1auwsuruqduq
Russell, Janet
From: Brewster, Deborah CIV NAVFAC MIDLANT, 1PTNC [deborah.brewster@navy. mill
Sent: Tuesday, April 05, 2011 8:33 AM
To: Russell, Janet
Cc: Young, Nicholas R CIV NAVFAC MIDLANT, IPTNC; Deborah Brewster; Towler CIV David W
Subject: NCDENR submittal meeting for EOD Facility (SWP/EC/SEWER)
Attachments: 04282011REQUEST FOR EXPRESS Submital Meeting.doc; Narrative.doc; 796531-
C-402.pdf; 796531-C-400.pdf; 796531-C-404.pdf; 796531-C-403.pdf
Good morning -
I am just trying to get caught up with some paper work because I will be out of pocket the
next few weeks between TDY trips and the spring break. We are hoping that we can schedule an
Express submittal meeting for the EOD project for SWP, ECP and Sewer. In the ideal world, we
are targeting April 28th say 11, 12 or 1pm (middayish)? Please see attached Meeting Request,
Narrative and some pdf's of draft plans.
Please let me know your thoughts? Ps. I have added my cell phone email for the email
correspondence to assist in confirming just because I will not be in touch with navy email -so
please include in replys.
Thank you in advance.
v/r
deb
Deborah L. Brewster, PE
Civil Engineer
NAVFAC MIDLANT
Marine Corps North Carolina IPT
Phone: [phone]
Fax: [phone]
Email: deborah.brewster nav .mil
1
130 t a5ed

EOD BUILDING ADDITION, P1246
MCB Camp Lejeune
.Jacksonville, North Carolina
PROJECT NARRATIVE
PROJECT DESCRIPTION
This project consists of constructing building, parking, tactical vehicle and training areas to the
existing Operations Facility Complex for the Explosive Ordinance Disposal Team at Marine
Corps Base Camp Lejeune. The new EOD Addition will include two structures. The first
building will be l 5,050s1' (1398m2) free-standing, one-story brick on slab structure. The second
1,072sf (99.5m2) will be a relocated prefabricated metal building that already exists on site that
will found on a slab structure. The project will consist of 108,085sf (10,042 m2) of concrete
paved tactical vehicle parking lot, 33,813-sf (3,141 m2) POV bituminous concrete paved parking
lot and 7,304 -sf (679m2) of pedestrian concrete sidewalks.
SITE DESCRIPTION
The site for the new EOD Addition is located on the north side of McHugh Boulevard
approximately 1,000 feet west of the intersection with Sneads Ferry Road in the French Creek
area of Camp Lejeune. Building FC51, an Electronics and Communications Maintenance facility
is located immediately to the east of the EOD site, facing Sneads Ferry Road. The existing EOD
Building and FC 292 Building is located just east of the new EOD Addition structure and site
improvements.
EXISTING SITE DRAINAGE
The stream classification of the outfall is SC; NSW as determined from the state stream
classification database. The soil at the site is Baymeade fine sand (BaB) according to USDA Soil
Survey of Onslow County. This a well -drained sandy soil characterized by rapid infiltration and
slow runoff. The hydrologic soil group is group "A". Soil borings performed at the site
indicated the soil has a Unified Soil Classification System (USCS) classification of (SP-SM, SM,
SP). Test borings typically encountered intermittent layers of very loose to dense slightly silty,
silty and clean sands. Groundwater was not encountered in the burin Js toto thedepths drilledLten
(10) feet. Due to the high sand content of the subsoil, the infiltration/permeability capability of
these soils is high. The infiltration rates ranges from 1.0 to 3.2 inches per hour. The infiltration
rates from the prior permitting ranges from 2.2 to 4.2 inches per hour. The water table ranges
between 11 and 12-feet below existing grade. The seasonal high water table was estimated to

average around 7 to 8-Feet below existing grade. The existing EOD building and FC292 facility
was designed and constructed in 2006 and 20Wrespectively, with bioretention as the BMP
selection and the SI-IWT found to be around Elev 22.7 or (EL 6.91m) elevation which was
investigated and approved by NCDENR, please see attached Site Soils Investigation form from
that project.
The existing project area contains four (4) BMP's. Two (2) BMP's of the four are from the
original EOD Building (SW8 050830) and the remaining two (2) BMP's are from the 2008
project (SW8 080508). It is important to note that the 2008 permit allowed for three (3) BMP's;
however, only two were constructed (Bio #2 and Bio#3). Therefore the 2008 Bio #1 will be
removed from the permit modification. Three ofthe four existing BM'' 1j_not he altered
However, the existing Bio #2 from SW8 080508 (located in the central/north portion of the
parcel) will be expanded and converted from Bioretention to Infiltration.
POST DEVELOPMENT DRAINAGE
Runoff from the new development will be controlled through overland now over sod grassed
areas, grass lined swales and a combination of bioretention and infiltration areas to treat the first
1-1/2 inch of runoff from the developed areas. The project is proposing three (3) new infiltration
basins that will be located between the front of the new building and parking field, similar in
layout to the original EOD Facility. The project will also be expanding the current Bio 42 area
permitted in 2008 (SW8 080508) along with converting the Basin to infiltration to accommodate
ample treatment and storage for the tactical vehicle expansion area in the rear. The runoff will be
directed to sheet flow directly to the proposed infiltration basins through a vegetative filter or
will flow towards new vegetated swales and will flow into the proposed sodded infiltration
basins.
The new infiltration sins will be seeking a waiver for offline bypass and filter stri s because
this area is in a natural low and has no out et opportunity. The ponds have been oversized to
accommodate larger storm events and t c gra ing as een developed to protect the surrounding
infrastructure in flooding events. NCDENR BMP Manaul Section 16.3.9 bypass waiver criteria
#3 and 44 are achievable and as such, a waiver for BMP 220, 400 and 420 have been requested.
The Geotechnical Information and soils has been evaluated by GET in May 2010, NAVFAC in
March of 2011 and NCDENR in April of 2011. The infiltration results of the upper soils range
between 2 to 4in/hr, while the infiltration of the soils greater than 5feet down range between 10
to 12in/hr. Vincent Lewis of NCDENR was onsite and validated the soils on April 1, 2011 with
NAVFAC representatives. Although the water table and SHWT could not be fo.uin-d or detected
to a depth of up to 8-feet, DENR requested that the project hold a SFIWT of 7-feet down because
DENR believed that the drawdown maybe benefitted from the nearby dig pit across the street
currently draining the Water Table to elevations beyond 15-feet in depth. As such,
conservatively, if the project holds a SHWT of 7-feet in depth then the project will be protected
if the borrow pit across the street is ever filled which would increase the water table to
preexisting levels.

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SITE VICINITY MAP
PROJECT: MILCON Project P-1246
EOD Addition, 2"d Marine Logistics Group SCALE: As Drawn
MCB Camp Lejeune, North Carolina
DATE: 5/7/2010
PROJECT NO: JX10-102G PLOT BY: GH
CLIENT: NAVFAC Mid Atlantic

----------------- ---------- �7-
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TANK TRAIL
Sys
-----------

MAPS (continued)
PROJECT SITE LOCATION MAP
MARINE CORPS AIR STATION CAMP LEJEUNE

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MEMORY TRANSMISSION REPORT
FILE NO. 271
DATE 03.31 13:30
TO N 91757322828C
DOCUMENT PAGES
START TIME 03`31 13:30
END TIME 03.31 13:32
PAGES SENT 8
STATUS OK
** SUCCESSFUL TX NOTICE
TIME :03-31-'11 13:32
FAX NO.1 :910-350-2018
NAME :DENR Wilmington
***
State or North Carols s.r
Urpartmaot or Environment and 14.t-1 la—mrcca
W lim lo>Qton Regional Ot'/lce _
is —or t "%VV_n RH191;1' Den F�krytaw, Secret. ry
�IQ�asmer ,�
Co: /����% ✓��'� /�T / p �. A'�/JT"' Pl�ona: (9E1')) 79ti-"1336
350-2004
FLO;
127 Ce:ainwl nrlve TZwv a:a.. Wilmino—n, rfG 2F1405 - (910) 746-7MI5 a An Equnl Opp—nlry arllrar.w r:ve Acelan ESmployur
t•

N
Beverly Eaves Perdue, Governor
Date:
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
FAX COVER SHEET
Dee Freeman, Secretary
No. Pages (excl. cover):
—7—
From: Jo Casmer
Phone: [phone]
Fax: %s ' Fax: [phone]
Re:-
FDSDF�3P�
i27 Carding! Drivc Extension, Wilmingtot3, NC 29405 ® (9 io) 796-7215 o An Equal Opportunity Atlirmative Action Enip)oycr
r/

Casmer, Jo
From: Brewster, Deborah CIV NAVFAC MIDLANT, IPTNC [[e-mail]]
Sent: Wednesday, March 30, 2011 3:51 PM
To: Casmer, Jo
Cc: Nelson, Christine
Subject: EOD Facility-SW08 050830
Good Afternoon. At your convenience, we are trying to track down the Drainage Area Map that is in the above files along
with a copy of the application.
Thank you in advance.
v/r
deb
Deborah L. Brewster, PE
Civil Engineer
NAVFAC MIDLANT
Marine Corps North Carolina IPT
Phone: [phone]
Fax: [phone]
Email: de orah.brewster nav .inil

Casmer, Jo
From: Nelson, Christine
Sent: Wednesday, March 30, 2011 8:32 AM
To: Brewster, Deborah CIV NAVFAC MIDLANT, IPTNC
Cc: Lewis, Vincent; Casmer, Jo; Russell, Janet
Subject: RE: EOD Addition, P1246
Deb,
In order to request a DWQ site visit, you need to fill out the infiltration request form and send it to Vincent Lewis. The
form can be found under the Mise Forms tab here: http_//portal.nedenr.org/web/wq/ws/su/stutesw/forms does
[ also took a look at his calendar, and it seems that he may already have an appt scheduled for tomorrow in the wrong
direction of Camp Lejeune.
As for the application and supplements, those are not what we have on file. The application we have lists 2 drainage areas,
we have no supplements, and two "custom" 0&M agreements. I'm not sure that DWQ had standardized bio-retention
supplements and O&M's back then. If you need anything faxed from the file, please contact Jo Casmer.
Christine
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
-----Original Message -----
From. Brewster, Deborah CIV NAVFAC MIDLANT, IPTNC 1maiit.o:deborah.brewster(a�navo .mill
Sent: Wednesday, March 30, 2011 7:27 AM
To: Nelson, Christine
Subject: EOD Addition, P1246
Good morning.
Follow up on the infiltration/soil testing. We have a geotechnical going out to the EOD site thurs afternoon, Friday
morning --any possibilities of having DENR's representative meet him out there? I realize that Thursday is tomorrow
)(&*A$%#@! but if there is anything you could do on your end it would be greatly appreciated. To date, it has been the
thought to go bioretention in these areas. -but after review my thoughts is that infiltration may be a better option.
Also, I have attached the version of the original permit application that we have on file that shows the one drainage area
and 413MP supplements. However, I am also attaching the SWPerrnit from DENR that we have on file to that shows two
areas. Perhaps --what you have is different and we don't have all the latest and greatest information. I would like to
connect by phone to discuss your thoughts on this- after you have had a chance to review and get settled in.
Thank you in advance.
v/r
deb
Deborah L. Brewster, PE
Civil Engineer
NAVFAC MIDLANT
Marine Corps North Carolina IPT
Phone: [phone]
Fax. [phone]

r' W"
5c.ov e—, ` /'
For DENR Use ONLY $*
NCDENR
North Carolina Department of Environment and
Natural Resources
Request for Express Permit Review .
Reviewer. 'CO N ►Z. A ,
Submit: 1ktCsd ey
Time: . 00
1
Confirm,
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. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;alison.davidsonCo.ncdenr.gov
• Fayetteville or Raleigh Region David tee 919-791-4203; david.lee( ncdenr.gov
• Mooresville & -Patrick Grogan 704-663-3772 or Patrick.- rogan(o ncdenr.gov
• Washington Region -Lyn Hardison 252-946-9215 or lyn.hardison(ancdenr.gov
• Wilmington Region -Janet Russell 910-350-2004 or ianet.russel!(cDncdenr.gov
NOTE• Project application received after 12 noon will be stamped in the following work day.
Enter Related SW
Permits of request
SW 8080508
SW
SW
SW
SW
0 Ce-4n�
Project Name: EOD ADDITION, P1246 County: ONSLOW
Applicant: USMC Company: CAMP LEJEUNE
Address: 1005 MICHAEL RD City: CAMP LEJEUNE, State: NC Zip: 28542-_____
Phone: [phone], Fax: [phone], Email: [e-mail]
Physical Location:MCHUGH BLVD (NORTH SIDE) -JUST EAST OF GONZALEZ BLVD
Project Drains into SC waters — Water classification NSW (for classification see-http:llh2o.enr.slate.nc.uslbims/reportslreportsWB,html)
Project Located in WHITE OAK River Basin. Is project draining to class ORW waters? N , within''/z mile and draining to class SA waters N or within 1 mile
and draining to class HQW waters? N
Engineer/Consultant: DEBORAH BREWSTER, PE Company: NAVFAC R,CE1VED
Address: 6506 HAMPTON BLVD City: NORFOLK, State: VA Zip: 23508-1278
Phone: [phone], Fax: [phone], Email: [e-mail] JA� ] 2011
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
® Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER: By.
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
❑ High Density -Detention Pond _ # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
® High Density -Bio-Retention _ # Treatment Systems ❑ High Density --SW Wetlands _ # Treatment Systems
El High Density -Other _# Treatment Systems /® MOD:® Major [I Minor El Plan Revision ❑ Redev. Exclusion SW 8080508 (Providepem,it#)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® Land Quality ® Erosion and Sedimentation Control Plan with ? acres to be disturbed.(CK # (for DENR use))
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT for both scoping and express meeting request
Wetlands on Site ❑ Yes ® No
Wetlands Delineation has been completed: ® Yes ❑ No
US ACOE Approval of Delineation completed: ® Yes ❑ No
Received from US ACOE ® Yes ❑ No
Buffer Impacts: ® No ❑ YES: —acre(s)
Isolated wetland on Property ❑ Yes ® No
404 Application in Process wi US ACOE: ❑ Yes ® No Permit
For DENR use only
Fee Split for multiple hermits: (Check # 1 Total Fee Amount S
SUBMITTAL DATES
Fe
I SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Mai; ❑ Min}
$
SW (❑ HD, ❑ LD, ❑Gen}
■
$
401:
$
LQS
�►'x'♦"t'A♦
® ♦ ®
t*D W♦A'8'AA'�
A �'�I► 'tl►®'rl'V►
W®*A
NCDENR EXPRESS March 2009

A1`
Russell, Janet : .
From: Brewster, Deborah CIV NAVFAC MIDLANT, IPTNC [deborah.brewster@navy. mill
Sent: Friday, January 21, 2011 1:38 PM
To: Russell, Janet
Subject: P1246, EOD ADDITION-Scoping Meeting Request Form and Supplemental Information
Attachments: google map.pdf; C-402.pdf; C-403.pdf; C-404.pdf; C-405.pdf; C-406.pdf; C-400.pdf;
C-401.pdf; 02012011REQUEST FOR EXPRESS Meeting application,doc
Janet, Please find attached a meeting request for P1246, EOD Addition--Scoping Only.
This project is an expansion of an existing facility located off of McHugh Blvd and will be a
High Density MOD of an existing permit-SW8080508. The project will consist of 2 bldgs, 50
pov parking spaces and a large tactical vehicle parking lot. See attached "prel" plans for
some detail.
we look forward to discussing this project with you. We would like to discuss E/C. and Sewer
at the same time if at all possible?
Thank you in advance.
deb
Deborah L. Brewster, PE
Civil Engineer
NAVFAC MIDLANT
Marine Corps North Carolina IPT
Phone: [phone]
Fax: [phone]
Email: deborah.brewster(7anayy.mil
i

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